Loading...
HomeMy Public PortalAboutTBP 2023-11-01Board of Trustees Workshop and Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday November 1, 2023 6:00 PM - 9:00 PM Members of the Board may have dinner together @ 5:30 p.m. NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channel https://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg Participate in the meeting through our virtual platform Zoom Meeting Information https://us02web.zoom.us/j/2590408013 Meeting ID: 259 040 8013 Phone 1 -346 -248 -7799 Workshop 2024 Budget - Laurie Roll Call Approval Of Agenda Consent Agenda Minutes October 18, 2023 TBM 2023 -10 -18.Pdf Sign In Sheet October 18, 2023.Pdf Open Forum a. Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk) Liquor And Beer Licensing Authority Public Hearing And Possible Action Simple Coffee Beer And Wine Liquor License Application - Antoinette Briefing Simple Coffee CO.pdf Simple Coffee Co Liquor Finding Facts.pdf 2023 Simple Coffee Application.pdf Simple Coffee POP.pdf Resolution 2023 -11 -01 Simple Coffee CO Beer And Wine Liquor License Resolution 2023 -11 -01 Simple Coffee CO Beer And Wine Liquor License.pdf Discussion And Possible Action Regarding Resolution 2023 -11 -02 Approving Final Plats And Final Planned Development Plan For Alpenglow Planning Area 2w.2 - Will Baseline Resolution 2023 -11 -02 Approving Final Plats And Final Planned Development Plan For Alpenglow Planning Area 2w.2.Pdf 01TB Staff Report Alpenglow.pdf 2. Application Form.pdf 3. FPDP.pdf 4. Final Plat - Alpenglow At Grand Park Filing No. 1.Pdf 5. Final Plat - Alpenglow At Grand Park Filing No. 2.Pdf 6. Final Plat - Alpenglow At Grand Park Filing No. 3.Pdf 7. TF -22 -08 Referral Comment Summary 09 -22 -2023.Pdf 8. Construction Drawings.pdf 9 Drainage Report.pdf 10. Density Transfer Chart.pdf 11 2005 Grand Park Planned Development District Plan.pdf 12 FPDP Checklist.pdf 13 Final Plat Checklist.pdf 14. Subdivision Improvements Agreement.pdf Downtown Development Formation And Fiscal Analysis - Troy Bernberg DDA Formation Troy Bernberg Presentation.pdf Resolution 2023 -11 -03 Authoring Town Manager To Sign A Letter Of Engagement With Butler Snow LLP For Downtown Development Authority - Sarah C Resolution 2023 -11 -03 Authoring Town Manager To Sign A Letter Of Engagement With Butler Snow LLP.pdf TB Staff Brief Special Counsel For Formation Of A Fraser Downtown Development Authority.pdf Engagement Letter_Town Of Fraser DDA Election_ButlerSnow.pdf Resolution 2023 -11 -05 Approving Real Estate Contracts Between Town Of Fraser And Byson Real Estate CO. For The Sale Of Certain Properties - Kent Resolution 2023 -11 -05 Approving Real Estate Contracts Between Town Of Fraser And Byson Real Estate CO. For The Sale Of Certain Properties.pdf FRASER TO BYSON MURAL PARK CONTRACT 10.21.23 FINAL.pdf BYSON TO FRASER ART CENTER PARK CONTRACT 10.21.23 FINAL.pdf FRASER APPRAISAL (CLAYTON COURT).Pdf BYSON APPRAISAL (CLAYTON COURT).Pdf FRASER APPRAISAL (MURAL PARK).Pdf Resolution 2023 -11 -04 Appointment To Fraser Donor Advised Funds Committee - Antoinette Resolution 2023 -11 -04 Fraser Donor Advised Fund Advisory Committee Appointment.pdf Updates Town Board Distribution Email - Antoinette Executive Session For the purpose of determining positions relative to matters that may be subject to negotiations, developing strategy for negotiations, and/or instructing negotiators, under C.R.S. Section 24 -6 -402(4)(e). Regarding Joint Facilities Oversite Committee Agenda Review Adjourn UPCOMING MEETING WEDNESDAY, NOVEMBER 15, 2023 BOARD OF TRUSTEES Please contact the Town Clerk to request accommodations to assist people with disabilities to participate in public meetings. Listening devices for people with hearing impairment are available upon request. Town Clerk, Antoinette McVeigh 970 -531 -9943 or amcveigh@town.fraser.co.us 1.6:00 P.M. 2.7:00 P.M. 3. 4. a. Documents: 5. 6. a. a.i. Documents: b. Documents: 7. a. Documents: b. Documents: c. Documents: d. Documents: e. Documents: 8. a. 9. 10. Board Staff Direct : Define the service, product or value to be delivered Lead : Future focused planning Protect : Establish the operational boundaries to be respected by Staff and monitored by the Board Manage : Now focused policy and procedural guidance to ensure on time, on budget, and on target service delivery Enable : Advocacy, resource development, and role discipline Accomplish : Ensure the work defined by the direction of the Board of Trustees is accomplished Board of Trustees Workshop and Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday November 1, 2023 6:00 PM - 9:00 PM Members of the Board may have dinner together @ 5:30 p.m. NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channelhttps://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg Participate in the meeting through our virtual platform Zoom Meeting Informationhttps://us02web.zoom.us/j/2590408013 Meeting ID: 259 040 8013 Phone 1 -346 -248 -7799Workshop 2024 Budget - LaurieRoll CallApproval Of AgendaConsent AgendaMinutes October 18, 2023TBM 2023 -10 -18.PdfSign In Sheet October 18, 2023.PdfOpen Foruma. Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk) Liquor And Beer Licensing Authority Public Hearing And Possible Action Simple Coffee Beer And Wine Liquor License Application - Antoinette Briefing Simple Coffee CO.pdf Simple Coffee Co Liquor Finding Facts.pdf 2023 Simple Coffee Application.pdf Simple Coffee POP.pdf Resolution 2023 -11 -01 Simple Coffee CO Beer And Wine Liquor License Resolution 2023 -11 -01 Simple Coffee CO Beer And Wine Liquor License.pdf Discussion And Possible Action Regarding Resolution 2023 -11 -02 Approving Final Plats And Final Planned Development Plan For Alpenglow Planning Area 2w.2 - Will Baseline Resolution 2023 -11 -02 Approving Final Plats And Final Planned Development Plan For Alpenglow Planning Area 2w.2.Pdf 01TB Staff Report Alpenglow.pdf 2. Application Form.pdf 3. FPDP.pdf 4. Final Plat - Alpenglow At Grand Park Filing No. 1.Pdf 5. Final Plat - Alpenglow At Grand Park Filing No. 2.Pdf 6. Final Plat - Alpenglow At Grand Park Filing No. 3.Pdf 7. TF -22 -08 Referral Comment Summary 09 -22 -2023.Pdf 8. Construction Drawings.pdf 9 Drainage Report.pdf 10. Density Transfer Chart.pdf 11 2005 Grand Park Planned Development District Plan.pdf 12 FPDP Checklist.pdf 13 Final Plat Checklist.pdf 14. Subdivision Improvements Agreement.pdf Downtown Development Formation And Fiscal Analysis - Troy Bernberg DDA Formation Troy Bernberg Presentation.pdf Resolution 2023 -11 -03 Authoring Town Manager To Sign A Letter Of Engagement With Butler Snow LLP For Downtown Development Authority - Sarah C Resolution 2023 -11 -03 Authoring Town Manager To Sign A Letter Of Engagement With Butler Snow LLP.pdf TB Staff Brief Special Counsel For Formation Of A Fraser Downtown Development Authority.pdf Engagement Letter_Town Of Fraser DDA Election_ButlerSnow.pdf Resolution 2023 -11 -05 Approving Real Estate Contracts Between Town Of Fraser And Byson Real Estate CO. For The Sale Of Certain Properties - Kent Resolution 2023 -11 -05 Approving Real Estate Contracts Between Town Of Fraser And Byson Real Estate CO. For The Sale Of Certain Properties.pdf FRASER TO BYSON MURAL PARK CONTRACT 10.21.23 FINAL.pdf BYSON TO FRASER ART CENTER PARK CONTRACT 10.21.23 FINAL.pdf FRASER APPRAISAL (CLAYTON COURT).Pdf BYSON APPRAISAL (CLAYTON COURT).Pdf FRASER APPRAISAL (MURAL PARK).Pdf Resolution 2023 -11 -04 Appointment To Fraser Donor Advised Funds Committee - Antoinette Resolution 2023 -11 -04 Fraser Donor Advised Fund Advisory Committee Appointment.pdf Updates Town Board Distribution Email - Antoinette Executive Session For the purpose of determining positions relative to matters that may be subject to negotiations, developing strategy for negotiations, and/or instructing negotiators, under C.R.S. Section 24 -6 -402(4)(e). Regarding Joint Facilities Oversite Committee Agenda Review Adjourn UPCOMING MEETING WEDNESDAY, NOVEMBER 15, 2023 BOARD OF TRUSTEES Please contact the Town Clerk to request accommodations to assist people with disabilities to participate in public meetings. Listening devices for people with hearing impairment are available upon request. Town Clerk, Antoinette McVeigh 970 -531 -9943 or amcveigh@town.fraser.co.us 1.6:00 P.M.2.7:00 P.M.3.4.a.Documents:5. 6. a. a.i. Documents: b. Documents: 7. a. Documents: b. Documents: c. Documents: d. Documents: e. Documents: 8. a. 9. 10. Board Staff Direct : Define the service, product or value to be delivered Lead : Future focused planning Protect : Establish the operational boundaries to be respected by Staff and monitored by the Board Manage : Now focused policy and procedural guidance to ensure on time, on budget, and on target service delivery Enable : Advocacy, resource development, and role discipline Accomplish : Ensure the work defined by the direction of the Board of Trustees is accomplished Board of Trustees Workshop and Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday November 1, 2023 6:00 PM - 9:00 PM Members of the Board may have dinner together @ 5:30 p.m. NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channelhttps://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg Participate in the meeting through our virtual platform Zoom Meeting Informationhttps://us02web.zoom.us/j/2590408013 Meeting ID: 259 040 8013 Phone 1 -346 -248 -7799Workshop 2024 Budget - LaurieRoll CallApproval Of AgendaConsent AgendaMinutes October 18, 2023TBM 2023 -10 -18.PdfSign In Sheet October 18, 2023.PdfOpen Foruma. Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk)Liquor And Beer Licensing AuthorityPublic Hearing And Possible ActionSimple Coffee Beer And Wine Liquor License Application -AntoinetteBriefing Simple Coffee CO.pdfSimple Coffee Co Liquor Finding Facts.pdf2023 Simple Coffee Application.pdfSimple Coffee POP.pdfResolution 2023 -11 -01 Simple Coffee CO Beer And Wine Liquor LicenseResolution 2023 -11 -01 Simple Coffee CO Beer And Wine Liquor License.pdfDiscussion And Possible Action RegardingResolution 2023 -11 -02 Approving Final Plats And Final Planned Development Plan For Alpenglow Planning Area 2w.2 - Will BaselineResolution 2023 -11 -02 Approving Final Plats And Final Planned Development Plan For Alpenglow Planning Area 2w.2.Pdf01TB Staff Report Alpenglow.pdf2. Application Form.pdf3. FPDP.pdf4. Final Plat - Alpenglow At Grand Park Filing No. 1.Pdf5. Final Plat - Alpenglow At Grand Park Filing No. 2.Pdf6. Final Plat - Alpenglow At Grand Park Filing No. 3.Pdf7. TF -22 -08 Referral Comment Summary 09 -22 -2023.Pdf8. Construction Drawings.pdf9 Drainage Report.pdf10. Density Transfer Chart.pdf11 2005 Grand Park Planned Development District Plan.pdf12 FPDP Checklist.pdf13 Final Plat Checklist.pdf14. Subdivision Improvements Agreement.pdfDowntown Development Formation And Fiscal Analysis - Troy BernbergDDA Formation Troy Bernberg Presentation.pdfResolution 2023 -11 -03 Authoring Town Manager To Sign A Letter Of Engagement With Butler Snow LLP For Downtown Development Authority - Sarah C Resolution 2023 -11 -03 Authoring Town Manager To Sign A Letter Of Engagement With Butler Snow LLP.pdf TB Staff Brief Special Counsel For Formation Of A Fraser Downtown Development Authority.pdf Engagement Letter_Town Of Fraser DDA Election_ButlerSnow.pdf Resolution 2023 -11 -05 Approving Real Estate Contracts Between Town Of Fraser And Byson Real Estate CO. For The Sale Of Certain Properties - Kent Resolution 2023 -11 -05 Approving Real Estate Contracts Between Town Of Fraser And Byson Real Estate CO. For The Sale Of Certain Properties.pdf FRASER TO BYSON MURAL PARK CONTRACT 10.21.23 FINAL.pdf BYSON TO FRASER ART CENTER PARK CONTRACT 10.21.23 FINAL.pdf FRASER APPRAISAL (CLAYTON COURT).Pdf BYSON APPRAISAL (CLAYTON COURT).Pdf FRASER APPRAISAL (MURAL PARK).Pdf Resolution 2023 -11 -04 Appointment To Fraser Donor Advised Funds Committee - Antoinette Resolution 2023 -11 -04 Fraser Donor Advised Fund Advisory Committee Appointment.pdf Updates Town Board Distribution Email - Antoinette Executive Session For the purpose of determining positions relative to matters that may be subject to negotiations, developing strategy for negotiations, and/or instructing negotiators, under C.R.S. Section 24 -6 -402(4)(e). Regarding Joint Facilities Oversite Committee Agenda Review Adjourn UPCOMING MEETING WEDNESDAY, NOVEMBER 15, 2023 BOARD OF TRUSTEES Please contact the Town Clerk to request accommodations to assist people with disabilities to participate in public meetings. Listening devices for people with hearing impairment are available upon request. Town Clerk, Antoinette McVeigh 970 -531 -9943 or amcveigh@town.fraser.co.us 1.6:00 P.M.2.7:00 P.M.3.4.a.Documents:5.6.a.a.i.Documents:b.Documents:7.a.Documents:b.Documents:c. Documents: d. Documents: e. Documents: 8. a. 9. 10. Board Staff Direct : Define the service, product or value to be delivered Lead : Future focused planning Protect : Establish the operational boundaries to be respected by Staff and monitored by the Board Manage : Now focused policy and procedural guidance to ensure on time, on budget, and on target service delivery Enable : Advocacy, resource development, and role discipline Accomplish : Ensure the work defined by the direction of the Board of Trustees is accomplished Board of Trustees Workshop and Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday November 1, 2023 6:00 PM - 9:00 PM Members of the Board may have dinner together @ 5:30 p.m. NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channelhttps://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg Participate in the meeting through our virtual platform Zoom Meeting Informationhttps://us02web.zoom.us/j/2590408013 Meeting ID: 259 040 8013 Phone 1 -346 -248 -7799Workshop 2024 Budget - LaurieRoll CallApproval Of AgendaConsent AgendaMinutes October 18, 2023TBM 2023 -10 -18.PdfSign In Sheet October 18, 2023.PdfOpen Foruma. Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk)Liquor And Beer Licensing AuthorityPublic Hearing And Possible ActionSimple Coffee Beer And Wine Liquor License Application -AntoinetteBriefing Simple Coffee CO.pdfSimple Coffee Co Liquor Finding Facts.pdf2023 Simple Coffee Application.pdfSimple Coffee POP.pdfResolution 2023 -11 -01 Simple Coffee CO Beer And Wine Liquor LicenseResolution 2023 -11 -01 Simple Coffee CO Beer And Wine Liquor License.pdfDiscussion And Possible Action RegardingResolution 2023 -11 -02 Approving Final Plats And Final Planned Development Plan For Alpenglow Planning Area 2w.2 - Will BaselineResolution 2023 -11 -02 Approving Final Plats And Final Planned Development Plan For Alpenglow Planning Area 2w.2.Pdf01TB Staff Report Alpenglow.pdf2. Application Form.pdf3. FPDP.pdf4. Final Plat - Alpenglow At Grand Park Filing No. 1.Pdf5. Final Plat - Alpenglow At Grand Park Filing No. 2.Pdf6. Final Plat - Alpenglow At Grand Park Filing No. 3.Pdf7. TF -22 -08 Referral Comment Summary 09 -22 -2023.Pdf8. Construction Drawings.pdf9 Drainage Report.pdf10. Density Transfer Chart.pdf11 2005 Grand Park Planned Development District Plan.pdf12 FPDP Checklist.pdf13 Final Plat Checklist.pdf14. Subdivision Improvements Agreement.pdfDowntown Development Formation And Fiscal Analysis - Troy BernbergDDA Formation Troy Bernberg Presentation.pdfResolution 2023 -11 -03 Authoring Town Manager To Sign A Letter Of Engagement With Butler Snow LLP For Downtown Development Authority - Sarah CResolution 2023 -11 -03 Authoring Town Manager To Sign A Letter Of Engagement With Butler Snow LLP.pdfTB Staff Brief Special Counsel For Formation Of A Fraser Downtown Development Authority.pdfEngagement Letter_Town Of Fraser DDA Election_ButlerSnow.pdfResolution 2023 -11 -05 Approving Real Estate Contracts Between Town Of Fraser And Byson Real Estate CO. For The Sale Of Certain Properties - KentResolution 2023 -11 -05 Approving Real Estate Contracts Between Town Of Fraser And Byson Real Estate CO. For The Sale Of Certain Properties.pdfFRASER TO BYSON MURAL PARK CONTRACT 10.21.23 FINAL.pdfBYSON TO FRASER ART CENTER PARK CONTRACT 10.21.23 FINAL.pdfFRASER APPRAISAL (CLAYTON COURT).PdfBYSON APPRAISAL (CLAYTON COURT).PdfFRASER APPRAISAL (MURAL PARK).PdfResolution 2023 -11 -04 Appointment To Fraser Donor Advised Funds Committee - AntoinetteResolution 2023 -11 -04 Fraser Donor Advised Fund Advisory Committee Appointment.pdfUpdatesTown Board Distribution Email - AntoinetteExecutive SessionFor the purpose of determining positions relative to matters that may be subject to negotiations, developing strategy for negotiations, and/or instructing negotiators, under C.R.S. Section 24 -6 -402(4)(e). Regarding Joint Facilities Oversite Committee Agenda ReviewAdjournUPCOMING MEETINGWEDNESDAY, NOVEMBER 15, 2023 BOARD OF TRUSTEES Please contact the Town Clerk to request accommodations to assist people with disabilities to participate in public meetings. Listening devices for people with hearing impairment are available upon request. Town Clerk, Antoinette McVeigh 970 -531 -9943 or amcveigh@town.fraser.co.us 1.6:00 P.M.2.7:00 P.M.3.4.a.Documents:5.6.a.a.i.Documents:b.Documents:7.a.Documents:b.Documents:c.Documents:d.Documents:e.Documents:8.a.9.10.Board StaffDirect: Define the service, product or value to be delivered Lead : Future focused planning Protect : Establish the operational boundaries to be respected by Staff and monitored by the Board Manage : Now focused policy and procedural guidance to ensure on time, on budget, and on target service delivery Enable : Advocacy, resource development, and role discipline Accomplish : Ensure the work defined by the direction of the Board of Trustees is accomplished FRASER BOARD OF TRUSTEES MINUTES DATE:October 18, 2023 MEETING:Board of Trustees Regular Meeting PLACE:Fraser Town Hall Board Room and Virtually PRESENT Board:Mayor Philip Vandernail; Mayor Pro-Tem Eileen Waldow; Trustees; Brian Cerkvenik, Kaydee Fisher, Lewis Gregory, Parnell Quinn, and Katie Soles Staff:Assistant Town Manager, Sarah Catanzarite; General Accountant, Becky Allison; Marketing and Communications Manager, Sarah Wieck; Finance Director, Laurie Waters; Public Works Director, Paul Johnson; Water Superintendent, Lucus Seffens; Town Planner, Garrett Scott; Police Chief, Glen Trainor; Town Attorney, Kent Whitmer Others:Todd Christiano, Matt Garcia, April Obermeyer, Barry Young, Joe Landen, Bill Schrum. Elliot Leslie Also see attached list Mayor Vandernail called the meeting to order at 7:07 p.m. 1.Rollcall: Mayor Philip Vandernail; Mayor Pro-Tem Eileen Waldow; Trustees; Brian Cerkvenik, Kaydee Fisher, Lewis Gregory, Parnell Quinn, and Katie Soles were all present. 2.Approval of Agenda: Trustee Soles moved, and Trustee Waldow seconded the motion to approve the agenda. Motion carried: 7-0. 3.Consent Agenda: a)Minutes October 4, 2023 Trustee Waldow moved, and Trustee Gregory seconded the motion to approve the consent agenda. Motion carried: 7-0. 4. Open Forum:Matt Garcia, town resident, asked the Town for a moratorium on short- term rentals. 5.Discussion and Possible Action: Trustee Waldow moved, and Trustee Cerkvenik seconded the motion to suspend the Town Board meeting and move to the Liquor Licensing Authority. Motion carried: 7-0. a)Tin Cup Tavern Check in With Liquor Licensing Authority Page 2 of 3 Trustee Soles moved, and Trustee Cerkvenik seconded the motion to approve the recommendation as presented in the Staff Memo. Motion carried: 7-0. Trustee Soles moved, and Trustee Cerkvenik seconded the motion to resume the Town Board meeting. Motion carried: 7-0. b)Treasurer's Report Lorraine Waters, Finance Director reported to the Board. c)Trustee Health Insurance Finance Director Waters presented a memo to the Board. No action was taken. d)Public Arts Committee Appointment Presented by Marketing and Communications Manager Sarah Wieck. Trustee Soles moved, and Trustee Cerkvenik seconded the motion to appoint April Obermeyer to the Public Arts Committee. Motion carried: 7-0. e)Resolution 2023-10-05 Authorizing Town Manager to Enter into A Contract with American Ramp Company Presented by Assistant Town Manager Sarah Catanzarite. Trustee Gregory moved, and Trustee Cerkvenik seconded the motion to approve Resolution 2023-10-05 Authorizing Town Manager to Enter into A Contract with American Ramp Company. Motion carried: 7-0. f)Downtown Development Formation Assistant Town Manager Catanzarite introduced Bill Schrum, with Downtown Colorado incorporated. Schrum presented. No action was taken by the Board. g)Comprehensive Plan Scope of Work Town Planner Garrett Scott presented. No action was taken. 7.Updates a) Capital Improvement Project Update Public Works Director Paul Johnson updated the Board. Projects include the Byers Avenue Water Line, Lions Ponds Bathrooms, sewer line on Leonard Lane. b)Other updates Trustee Waldow let the Board know Mountain Parks Electric would be at Simple Coffee on Thursday, October 19th, with coffee and pastries for members. Page 3 of 3 Trustee Cerkvenik stated that CDOT will be paving Highway 40 from where they stopped in Fraser. Trustee Gregory asked about the graffiti on the Market Street buildings. Chief Glen Trainor stated a report was made on the issue last week. 8.Adjourn: Trustee Soles moved, and Trustee Cerkvenik seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 8:56p.m. _____________________________ Becky Allison, General Accountant TOWN BOARD REGULAR MEETING REGISTRATION SHEET October 18, 2023 The Public Forum is an opportunity for the public to present their concerns and recommendations regarding Town Government issues to the Town Board. Those wishing to address the Town Board will be allowed a three -minute presentation. A maximum of six (6) people will be allowed to address the Town Board at each Public Forum. If a topic that you wish to discuss has been scheduled for a formal Town Board Meeting, we would ask that you reserve your remarks for that specific date and time. Topics that are in litigation with the Town will not be heard during this forum. All presenters are urged to: (1) state the concern; and (2) list possible solutions. Please keep the following guidelines in mind: • Remarks that discriminate against anyone or adversely reflect upon the race, color, ancestry, religious creed, national origin, political affiliation, disability, sex, or marital status of any person are out of order and may end the speaker's privilege to address the Board. • Defamatory or abusive remarks or profanity are out of order and will not be tolerated. Anyone attending Town Board meetings must sign in to ensure accurate records and minutes. Sign your name, address, and email on the sign in sheet. Thank you for your cooperation. NAME PHYSICAL ADDRESS EMAIL /J/ /{ r C ( � . �i�/SrSe Cl (-2_1d rooAl, Ie m cv-4Lid- iitoi 1 '.?'' v\ c cjir•i) --)27 (-6,-•kitotAdeAl DV 6450td) ‘'c (1 Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com MEMO TO:Mayor Vandernail and the Board of Trustees FROM:Antoinette McVeigh, Town Clerk DATE: November 1, 2023 SUBJECT:Simple Coffee CO MATTER BEFORE THE BOARD: Simple Coffee CO filed an application with the Fraser Town Clerk for a new Beer and Wine License located at 406 Zerex Street Unit A Fraser, CO 80442 on September 11, 2023 ACTION REQUESTED: Approval of Resolution 2023-11-01, for the approval of a new Beer and Wine Liquor License to serve malt and vinous beverages for consumption on the premises. EXECUTIVE SUMMARY: The application was filed on September 11, 2023, the Town Clerk’s office and a public hearing has been scheduled for Wednesday November 1, 2023, at 7:00pm. The notice for the public hearing was posted in a conspicuous location at 406 Zerex Street Unit A Fraser, CO 80442 on October 22, 2023, per CRS 44-3-303 (1)(II). Proof of publication was provided in the packet. ALTERNATIVES: The Local Authority could deny Resolution 2023-11-01 therefore denying a new Beer and Wine license to Simple Coffee CO located at 406 Zerex Street Unit A Fraser, CO 80442. The Local Authority could take 30 days to consider the application. RECOMMENDATION: Staff recommends approval of Resolution 2023-11-01 a Resolution of the Fraser Board of Trustees, acting as the Local Liquor Licensing Authority for the Town of Fraser, approving the application from Simple Coffee CO a new Beer and Wine License for the premise at 406 Zerex Street Unit A Fraser, CO 80442. ATTACHMENTS: DR 8400 Retail Liquor License Application DR 8404-I Individual History Record for each applicant Architect’s sketch drawing Proof of Publication Liquor Finding Facts Petition to the Liquor Licensing Authority Resolution 2023-11-01 Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com TOWN OF FRASER LIQUOR LICENSING AUTHORITY Follow-up findings and report of application for a new Beer and Wine Liquor License. Owner Names: Olivia Youngs 551 Summit #143 Granby, CO 80446 Establishment Name and Address: Simple Coffee Co located at 406 Zerex Street Unit A Fraser, CO 80442. TO THE ABOVE APPLICANT AND OTHER INTERESTED PARTIES; Pursuant to Colorado Revised Statutes, 44-3-312(1), the applicant is hereby advised that with regard to the application for a Beer and Wine Liquor License, an investigation has been made, and based on the results thereof, the following has been determined: That the application was filed on September 11, 2023 in the Town Clerk’s office and a public hearing has been scheduled for Wednesday November 1, 2023 at 7:00 p.m. In accordance with C.R.S. 44-3-311(1) the Town must hold the application for not less than 30 days. The applicant requested a concurrent application with the State Licensing authority. That the Notice of Public Hearing on this matter was posted on the premises by the Town Clerk on Thursday October 22, 2023 at least 10 days prior to the hearing, and that the publication of the hearing was published in a newspaper of general circulation on October 19, 2023 at least 10 days prior to the Public Hearing. This location will be a new Beer and Wine license as opposed to a transfer of an existing license. The property located at 406 Zerex Street Unit A, Fraser, CO 80442. From the evidence submitted the applicant rents the premises where the proposed liquor license will be utilized. According to C.R.S. 44-3-411. Beer and Wine license. (1) A beer and wine license shall be issued to persons selling malt and vinous liquors for consumption on the premises. Beer and wine licensees shall have sandwiches and light snacks available for consumption on the premises during business hours but need not have meals available for consumption. That pursuant to C.R.S. 44-3-313(1)(d) – Restrictions for applications for new license, the building where the applicant proposes to exercise the privilege of selling beer and wine at retail Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com within 500 feet from any public or parochial school or the principal campus of any college, university or seminary was lifted by Chapter 6, Article 4 of the Fraser Municipal Code. That the sale of liquor is not prohibited by municipal zoning regulations applicable to the premises. In the one-year preceding November 1, 2023, there has not been a denial of an application by either the Town of Fraser or the State of Colorado for a Beer and Wine liquor license at the location for the reason that no applications were received. To assist you in furnishing evidence on the above matters, you are hereby advised that the Town Board has determined that the neighborhood to be served by your proposed outlet is described as all the area within the Fraser Valley Metropolitan Recreation District boundaries. Within Fraser Town limits the following existing liquor outlets exist: Liquor- Hotel & Restaurant 6 Liquor- Store 3 Liquor – Fermented Malt Beverage 1 Liquor- Tavern 3 Brewery (Manufacturer and Wholesale)3 Distillery (Manufacturer and Wholesale)1 Winery (Manufacturer)1 The Town of Winter Park has 49 liquor outlets and Tabernash has 3. That Fraser/Winter Park Police Department has conducted a background investigation on Olivia Youngs, the owner of Simple Coffee Co with the Fraser Winter Park Police Department, Granby Police Department, Grand County Sheriff’s office with no record found and/or negative contact. The public hearing on this application will be held on Wednesday November 1, 2023 at 7:00 p.m. in the Fraser Town Hall, 153 Fraser Avenue, Fraser CO. At said hearing, the applicant shall have an opportunity to be heard regarding all matters related to this application, including all matters set forth herein. The Applicant has demonstrated by a preponderance of the evidence that the reasonable requirements of the neighborhood and the desires of the adult inhabitants of the neighborhood are not currently being met by existing outlets. No license shall be issued by any local licensing authority after approval of an application until the building in which the business is to be conducted is ready for occupancy with such furniture, fixtures, and equipment in place as is necessary to comply with the applicable provisions C.R.S. article 3 and article 4 of this title 44, and then only after inspection of the premises has been made by the licensing authority to determine that the applicant has complied with the architect's drawing and the plot plan and detailed sketch for the interior of the building submitted with the application. The applicant is advised and encouraged to read a copy of the State of Colorado Liquor and Beer Codes and Regulations. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com This letter should in no way be construed as approving or denying the application. This decision rests solely with the Fraser Liquor Licensing Authority. Submitted by, ________________________________________Dated this 23rd Day of October 2023. Antoinette McVeigh, Fraser Town Clerk DR 8404 (07/07/23) COLORADO DEPARTMENT OF REVENUE Liquor Enforcement Division 303) 205-2300 Colorado Liquor Retail License Application 01 Ala Note that the Division will not accept cash Paid by online Uploaded to Movelt on DalcheckXPaid Er. New License New -Concurrent II Transfer of Ownership State Property Only Master file All answers must be printed in black ink or typewritten Applicant must check the appropriate box(es) Applicant should obtain a copy of the Colorado Liquor, Beer and Wine Code: SBG.Colorado.gov/Liquor 1. Applicant is applying as a/an Individual Limited Liability Company Association or Other X Corporation Partnership (includes Limited Liability and Husband and Wife Partnerships) 2. Applicant If an LLC, name of LLC; if partnership, at least 2 partner's names; if corporation, name of corporation FEIN Number Simple Coffee Co 84-259-3538 2a.Trade Name of Establishment (DBA)State Sales Tax Number Business Telephone Simple Coffee CO.34156629-004-LIC 308-660-8450 3. Address of Premises (specify exact location of premises, include suite/unit numbers) 406 Zerex St ,',2,- A City County State ZIP Code Fraser Grand CO 80442 4. Mailing Address (Number and Street)City or Town State ZIP Code 551 Summit Trail Lot 143 Granby CO 80446 5. Email Address simplecoffeecompany@gmail.com 6. If the premises currently has a liquor or beer license, you must answer the following questions Present Trade Name of Establishment (DBA)Present State License Number Present Class of License Present Expiration Date Section A Nonrefundable Application Fees*Section B (Cont.) Liquor License Fees* Application Fee for New License $1,100.00 Drugstore (County) $312.50Liquor -Licensed i Application Fee for New License w/Concurrent Review $1,200.00 L&E (City) $500.00Lodging & Entertainment Application Fee for Transfer $1,100.00 Lodging & Entertainment - L&E (County) $500.00 Section B Liquor License Fees*Manager Registration H & R $30.00 Manager Registration - Lodging & Entertainment $30.00 Add Related Facility to Resort Complex$75.00 X Total Campus Liquor Complex $30.00ManagerRegistration Add Sidewalk Service Area 75.00 Optional Premises License (City) $500.00 Arts License (City)308.75 License (County) $500.00OptionalPremises Arts License (County)308.75 City) $500.00RacetrackLicense D Beer and Wine License (City)351.25 County) $500.00RacetrackLicense Beer and Wine License (County)436.25 License (City) $500.00ResortComplex Brew Pub License (City)750.00 License (County) $500.00ResortComplex Brew Pub License (County)750.00 Campus Liquor Complex (City) $160.00RelatedFacility Campus Liquor Complex (City)500.00 Campus Liquor Complex (County) $160.00RelatedFacility Campus Liquor Complex (County)500.00 Campus Liquor Complex (State) $160.00RelatedFacility Campus Liquor Complex (State)500.00 Tavern License (City) $500.00RetailGaming Club License (City) $308.75 Tavern License (County) $500.00RetailGaming Club License (County)308.75 License --Additional (City) $227.50RetailLiquorStore Distillery Pub License (City) $750.00 License --Additional (County) $312.50RetailLiquorStore Distillery Pub License (County)750.00 City) $227.50RetailLiquorStore Hotel and Restaurant License (City) $500.00 County) $312.50RetailLiquorStore Hotel and Restaurant License (County) $500.00 City) $500.00TavernLicense Hotel and Restaurant License w/one opt premises (City) $600.00 County) $500.00TavernLicense Hotel and Restaurant License w/one opt premises (County) $600.00 License (City) $750.00VintnersRestaurant Liquor Licensed Drugstore (City)227.50 License (County) $750.00VintnersRestaurant Questions?Visit: SBG.Colorado.gov/Liquor for more information Do not write in this space - For Department of Revenue use only Liability Information License Account Number Liability Date License Issued Through (Expiration Date)Total Page 1 of 6 Application Documents Checklist and Worksheet Instructions: This checklist should be utilized to assist applicants with filing all required documents for licensure. All documents must be properly signed and correspond with the name of the applicant exactly. All documents must be typed or legibly printed. Upon final State approval the license will be mailed to the local licensing authority. Application fees are nonrefundable. Questions? Visit: SBG.Colorado.gov/Liquorfor more information Items submitted, please check all appropriate boxes completed or documents submitted I.Applicant information A. Applicant/Licensee identified B. State sales tax license number listed or applied for at time of application C. License type or other transaction identified D. Return originals to local authority (additional items may be required by the local licensing authority) E. All sections of the application need to be completed F. Master file applicants must include the Application for Master File form DR 8415 and applicable fees to this Retail License Application II.Diagram of the premises A. No larger than 8'/z" X 11" B. Dimensions included (does not have to be to scale). Exterior areas should show type of control (fences, walls, entry/exit points, etc.) C. Separate diagram for each floor (if multiple levels) D. Kitchen - identified if Hotel and Restaurant E. Bold/Outlined Licensed Premises III.Proof of property possession (One Year Needed) A. Deed in name of the applicant (or) (matching question #2) date stamped / filed with County Clerk B. Lease in the name of the applicant (or) (matching question #2) C. Lease assignment in the name of the applicant with proper consent from the landlord and acceptance by the applicant D. Other agreement if not deed or lease. (matching question #2) IV.Background information (DR 8404-I) and financial documents A. Complete DR 8404-I for each principal (individuals with more than 10% ownership, officers, directors, partners, members) B. Fingerprints taken and submitted to the appropriate Local Licensing Authority through an approved State Vendor. Master File applicants submit results to the State using code 25YQHT with IdentoGO. Do not complete fingerprint cards prior to submitting your application. The Vendors are as follows: IdentoGO — https://uenroll.identogo.com/ Phone: 844-539-5539 (toll -free) Colorado Fingerprinting — http://www.coloradofingerprinting.com Appointment Scheduling Website: http://www.coloradofingerprinting.com/cabs/ Phone: 720-292-2722 Toll Free: 833-224-2227 Details about the vendors and fingerprinting in Colorado can be found on CBI's website here: https://cbi. colorado. gov/sections/biometric-identification-and-records-unit/employment-and-background-checks C. Purchase agreement, stock transfer agreement, and/or authorization to transfer license D. List of all notes and loans (Copies to also be attached) V.Sole proprietor/husband and wife partnership (if applicable) A. Form DR 4679 B. Copy of State issued Driver's License or Colorado Identification Card for each applicant VI.Corporate applicant information (if applicable) A. Certificate of Incorporation B. Certificate of Good Standing C. Certificate of Authorization if foreign corporation (out of state applicants only) VII.Partnership applicant information (if applicable) A. Partnership Agreement (general or limited). B. Certificate of Good Standing VIII.Limited Liability Company applicant information (if applicable) A. Copy of articles of organization B. Certificate of Good Standing C. Copy of Operating Agreement (if applicable) D. Certificate of Authority if foreign LLC (out of state applicants only) IX.Manager registration for Hotel and Restaurant, Tavern, Lodging & Entertainment, and Campus Liquor Complex licenses when included with this application A. $30.00 fee B. If owner is managing, no fee required DR 8404 (07/07/23)Page 2 of 6 Name Type of License Account Number 7. Is the applicant (including any of the partners if a partnership; members or managers if a limited liability company; or officers, stockholders or directors if a corporation) or managers under the age of twenty-one years? Yes No IM 8. Has the applicant (including any of the partners if a partnership; members or managers if a limited liability company; or officers, stockholders or directors if a corporation) or managers ever (in Colorado or any other a. Been denied an alcohol beverage license? b. Had an alcohol beverage license suspended or revoked? c. Had interest in another entity that had an alcohol beverage license suspended or revoked? If you answered yes to 8a, b or c, explain in detail on a separate sheet. state): 13 111 IN 9. Has a liquor license application (same license class), that was located within 500 feet of the proposed premises, been denied within the preceding two years? If "yes", explain in detail. a 10. Are the premises to be licensed within 500 feet, of any public or private school that meets compulsory education requirements of Colorado law, or the principal campus of any college, university or seminary? Waiver by local ordinance? Other: p or p 11. Is your Liquor Licensed Drugstore (LLDS) or Retail Liquor Store (RLS) within 1500 feet of another retail liquor license for off -premises sales in a jurisdiction with a population of greater than (>) 10,0000? NOTE: The $$ distance shall be determined by a radius measurement that begins at the principal doorway of the LLDS/RLS premises for which the application is being made and ends at the principal doorway of the Licensed LLDS/RLS. 12. Is your Liquor Licensed Drugstore (LLDS) or Retail Liquor Store (RLS) within 3000 feet of another retail liquor license for off -premises sales in a jurisdiction with a population of less than (<) 10,0000? NOTE: The distance shall be determined by a radius measurement that begins at the principal doorway of the LLDS/RLS premises .19—$ for which the application is being made and ends at the principal doorway of the Licensed LLDS/RLS. 13. a. For additional Retail Liquor Store only. Was your Retail Liquor Store License issued on or before January 1, b. Are you a Colorado resident? 2016? • 14. Has a liquor or beer license ever been issued to members or manager if a Limited Liability Company; If yes, identify the name of the business and list loans to or from a licensee. the applicant (including or officers, stockholders any current financial any of the partners, if a partnership; or directors if a corporation)? interest in said business including Ki any 15. Does the applicant, as listed on line 2 of ownership, lease or other arrangement? this application, in Detail) and have legal possession of the premises by Ownership 0 Lease • Other (Explain a. If leased, list name of landlord and tenant,date of expiration, exactly as they appear on the lease: Landlord yC(:_, --iti.e x LLr 8yso vestmeat& Tenant Simple Coffee Co Expires 12/2033 b. Is a percentage of alcohol sales included as compensation to the landlord? If yes, complete question 16. 13 c. Attach a diagram that designates the area to be licensed in black bold outline (including dimensions) which shows the bars, brewery, walls, partitions, entrances, exits and what each room shall be utilized for in this business. This diagram should be no larger than 8'h" X 11". 16. Who, besides the owners listed in this application (including persons, firms, partnerships, corporations, limited liability companies) will loan or give money, inventory, furniture or equipment to or for use in this business; or who will receive money from this business? Attach a separate sheet if necessary. Last Name N/A First Name Date of Birth FEIN or SSN Interest/Percentage Last Name N/A First Name Date of Birth FEIN or SSN Interest/Percentage Attach copies of all notes and security instruments and any written agreement or details of any oral agreement, by which any person (including partnerships, corporations, limited liability companies, etc.) will share in the profit or gross proceeds of this establishment, and any agreement relating to the business which is contingent or conditional in any way by volume, profit, sales, giving of advice or consultation. 17. Optional Premises or Hotel and Restaurant Licenses with Optional Premises: Has a local ordinance or resolution authorizing optional premises been adopted? Number of additional Optional Premise areas requested. (See license fee chart) 18. For the addition of a Sidewalk Service Area per Regulation 47-302(A)(4), include a diagram of the service area and documentation received from the local governing body authorizing use of the sidewalk. Documentation may include but is not limited to a statement of use, permit, easement, or other legal permissions. DR 8404 (07/07/23)Page 3 of 6 Name Type of License Account Number 19. Liquor Licensed Drugstore (LLDS) applicants, answer the following: a. Is there a pharmacy, licensed by the Colorado Board of Pharmacy, located within the applicant's LLDS premise? If "yes" a copy of license must be attached. 20. Club Liquor License applicants answer the following: Attach a copy of applicable documentation a. Is the applicant organization operated solely for a national, social, fraternal, patriotic, political or athletic purpose and not for pecuniary gain? b. Is the applicant organization a regularly chartered branch, lodge or chapter of a national organization which is operated solely for the object of a patriotic or fraternal organization or society, but not for pecuniary gain? c. How long has the club been incorporated? d. Has applicant occupied an establishment for three years (three years required) that was operated solely for the reasons stated above? Yes No 21. Brew -Pub, Distillery Pub or Vintner's Restaurant applicants answer the following: a. Has the applicant received or applied for a Federal Permit? (Copy of permit or application must be attached) 22. Campus Liquor Complex applicants answer the following: a. Is the applicant an institution of higher education? b. Is the applicant a person who contracts with the institution of higher education to provide food services? If "yes" please provide a copy of the contract with the institution of higher education to provide food services. 23. For all on -premises applicants. a. For all Liquor Licensed Drugstores (LLDS) the Permitted Manager must also submit an Manager Permit Application DR 8000 and fingerprints. Last Name of Manager Youngs First Name of Manager Olivia 24. Does this manager act as the manager of, or have a financial interest in, any other liquor licensed establishment in the State of Colorado? If yes, provide name, type of license and account number. Yes No El 25. Related Facility - Campus Liquor Complex applicants answer the following: a. Is the related facility located within the boundaries of the Campus Liquor Complex? If yes, please provide a map of the geographical location within the Campus Liquor Complex. If no, this license type is not available for issues outside the geographical location of the Campus Liquor Complex. b. Designated Manager for Related Facility- Campus Liquor Complex Last Name of Manager First Name of Manager 26. Tax Information. a. Has the applicant, including its manager, partners, officer, directors, stockholders, members (LLC), managing members (LLC), or any other person with a 10% or greater financial interest in the applicant, been found in final order of a tax agency to be delinquent in the payment of any state or local taxes, penalties, or interest related to a business? b. Has the applicant, including its manager, partners, officer, directors, stockholders, members (LLC), managing members (LLC), or any other person with a 10% or greater financial interest in the applicant failed to pay any fees or surcharges imposed pursuant to section 44-3-503, C.R.S.? Yes No El III 13 27. If applicant is a corporation, partnership, association or limited liability company, applicant must list all Officers, Directors, General Partners, and Managing Members. In addition, applicant must list any stockholders, partners, or members with ownership of 10% or more in the applicant. All persons listed below must also attach form DR 8404-I (Individual History Record), and make an appointment with an approved State Vendor through their website. See application checklist, Section IV, for details. Name Olivia Youngs Home Address, City & State 551 Summit #143 Granby CO DOB 09/15/93 Position Owner Owned 100 Name Home Address, City & State DOB Position Owned Name Home Address, City & State DOB Position Owned Name Home Address, City & State DOB Position Owned Name Home Address, City & State DOB Position Owned DR 8404 (07/07/23)Page 4 of 6 Name Type of License Account Number If applicant is owned 100% by a parent Corporations - the President, Vice -President, percentage if applicable) If total ownership percentage disclosed company, please list the designated principal officer on above. Secretary and Treasurer must be accounted for above (Include ownership here does not total 100%, applicant must check this box: other than these disclosed herein owns 10% or more of the applicant and does liquor license pursuant to Article 3 or 5, C.R.S. Applicant affirms that no individual not have financial interest in a prohibited Oath Of Applicant I declare under penalty of perjury in the second degree that this application and all attachments are true, correct, and complete to the best of my knowledge. I also acknowledge that it is my responsibility and the responsibility of my agents and employees to comply with the provisions of the Colorado Liquor or Beer Code which affect my license. Autho 'i Signature C A. F'x . ` Printed Name and Title Olivia Youngs, Owner Date 08/22/23 I J Report and Approval of Local Licensing Authority (City/County) Date application filed with local authority Date of local authority hearing (for new license applicants; cannot be less than 30 days from date of application) For Transfer Applications Only - Is the license being transferred valid? Yes No The Local Licensing Authority Hereby Affirms DR 80 (Manager Permit) has been: fingerprinted Subject to background investigation, That the local authority has conducted, applicant is in compliance with and aware Check One) that including or intends of, date each person required to file DR 8404-I NCIC/CCIC check for outstanding to conduct, an inspection of the liquor code provisions affecting their Individual History Record) or a warrants proposed premises to ensure that the class of license pate of inspection or anticipated g Will conduct inspection upon approval of state licensing authority Is the Liquor Licensed Drugstore LLDS) or Retail Liquor Store (RLS) within 1,500 feet of another retail sales in a jurisdiction with a population of > 10,0000? or Retail Liquor Store (RLS) within 3,000 feet of another retail sales in a jurisdiction with a population of < 10,0000? by a radius measurement that begins at the principal doorway which the application is being made and ends at the principal doorway LLDS) have at least twenty percent (20%) of the applicant's gross sale of food, during the prior twelve (12) month period? Yes No liquor license for off -premises Is the Liquor Licensed Drugstore(LLDS) liquor license for off -premises NOTE: The distance shall be determined of the LLDS/RLS premises for the Licensed LLDS/RLS. of Does the Liquor -Licensed Drugstore annual income derived from the M • The foregoing application has been examined; and the premises, business to be conducted, and character of the appli- cant are satisfactory. We do report that such license, if granted, will meet the reasonable requirements of the neighbor- hood and the desires of the adult inhabitants, and will comply with the provisions of Title 44, Article 4 or 3, C.R.S., and Liquor Rules. Therefore, this application is approved. Local Licensing Authority for Telephone Number Town, City County Signature Print Title Date Signature Print Title Date DR 8404 (07/07/23)Page 5 of 6 DR 8404-1(03/20/19) COLORADO DEPARTMENT OF REVENUE Liquor Enforcement Division 303) 205-2300 Individual History Record To be completed by the following persons, as applicable: sole proprietors; general partners regardless of percentage ownership, and limited partners owning 10% or more of the partnership; all principal officers of a corporation, all directors of a corporation, and any stockholder of a corporation owning 10% or more of the outstanding stock; managing members or officers of a limited liability company, and members owning 10% or more of the company; and any intended registered manager of Hotel and Restaurant, Tavern and Lodging and Entertainment class of retail license Notice: This individual history record requires information that is necessary for the licensing investigation or inquiry. All questions must be answered in their entirety or the license application may be delayed or denied. If a question is not applicable, please indicate so by "N/A". Any deliberate misrepresentation or material omission may jeopardize the license application. (Please attach a separate sheet if necessary to enable you to answer questions completely) 1 Name of Business Simple Coffee Co. Home Phone Number N/A Cellular Number 308-660-8450 2. Your Full Name (last, first, middle) Youngs, Olivia, Nicole 3. List any other names you have used Olivia Miller 4. Mailing address (if different from residence) N/A Email Address youngs.olivia@gmail.com 5. List current residence address. Include any previous addresses within the last five years. (Attach separate sheet if necessary) Street and Number City, State, Zip From To Current 551 Summit Trail #143 Granby CO 80446 08/20/20 08/21/23 Previous 56 Blue Bird Tr Granby CO 80446 09/01/18 08/20/20 6. List all employment within the last five years. Include any self-employment. (Attach separate sheet if necessary) Name of Employer or Business Address (Street, Number, City, State, Zip)Position Held From To Simple Coffee Co.100 E Agate Ave Granby CO 80446 Owner 11/22/19 08/21/23 Adventures Decanted Cooper Creek Way , Winter Park, CO 804 Server 03/01/22 08/01/22 Simply Liv & Co 551 Summit Trail #143 Granby CO 80446 Owner 01/01/17 08/21/22 7. List the name(s) of relatives working in or holding a financial interest in the Colorado alcohol beverage industry. Name of Relative Relationship to You Position Held Name of Licensee N/A N/A N/A N/A 8. Have you ever applied for, held, or had an interest in a Colorado Liquor or Beer License, or loaned money, furniture, fixtures, equipment or inventory to any licensee? (If yes, answer in detail.) Yes T No 9. Have you ever received a violation notice, suspension, or revocation for a liquor law violation, or have you applied for or been denied a liquor or beer license anywhere in the United States? (If yes, explain in detail.) Yes el No DR 8404-1 (03/20/19) 10. Have you ever been convicted of a crime or received a suspended sentence, deferred sentence, or forfeited bail for any offense in criminal or military court or do you have any charges pending? (If yes, explain in detail.) ❑ Yes X No 11. Are you currently under probation (supervised or unsupervised), parole, or completing the requirements of a deferred sentence? (If yes, explain in detail.) ❑ Yes x No 12. Have you ever had any professional license suspended, revoked, or denied? (If yes, explain in detail.) ❑ Yes CI No Personal and Financial Information Unless otherwise provided by law, the personal information required in question #13 will be treated as confidential. The personal information required in question #13 is solely for identification purposes. 13a. Date of Birth b. Social Security Number c. Place of Birth North Platte, NE d. U.S. Citizen 0 Yes ❑ No e. If Naturalized state where N/A f. When N/A g. Name of District Court N/A h. Naturalization Certificate Number N/A i. Date of Certification j. If an Alien, Give Alien's Registration Card Number N/A k. Permanent Residence Card Number N/A I. Height 5'06' m. Weight n. Hair Color Brown o. Eye Color Brown p. Gender F q. @ Do you have a current Driver's License/ID? If so, give number and state. Yes ❑ No # State CO 14. Financial Information. a. Total purchase price or investment being made by the applying entity, corporation, partnership, limited liability company, other. $ 50,000 b. List the total amount of the personal investment , made by the person listed on question #2, in this business including any notes, loans, cash, services or equipment, operating capital, stock purchases or fees paid. $ 0 * If corporate investment only please skip to and complete section (d) ** Section b should reflect the total of sections c and e c. Provide details of the personal investment described in 14b. You must account for all of the sources of this investment. (Attach a separate sheet if needed) Type: Cash, Services or Equipment Account Type Bank Name Amount d. Provide details of the corporate investment described in 14 (a). You must account for all of the sources of this investment. (Attach a separate sheet if needed) Type: Cash, Services or Equipment Loans Account Type Bank Name Amount e. Loan Information (Attach copies of all notes or loans Name of Lender Address Term Security Amount Energize Colorado )ewey Avenue • Boulder, CO 8 36months 10,000 collateral 50,000 Oath of Applicant 1 declare under penalty of perjury that this application and all attachments are true, correct, and complete to the best of my knowledge. Auth rized Signaturf Print Signature OliviaYoungs Title Owner Date 08/21/23 y1�^- -�j-)�e) DR 8495 (07/23/19) COLORADO DEPARTMENT OF REVENUE Liquor Enforcement Division Tax Check Authorization, Waiver, and Request to Release Information !Olivia Youngs am signing this Tax Check Authorization, Waiver Co. (the and Request to Release "Applicant/Licensee") release information and for someone other than Waiver on behalf of the and oversees the and documentation license application section 44-3-101. et seq. with certain tax licensing authorities may and payment obligations. resolution or ordinance with state or local state and local licensing whichever is later. with the renewal any other state or local and documentation to duly licensing authorities, and Applicant/Licensee legal representatives, to action regarding the Information (hereinafter "Waiver") on behalf of Simple Coffee to permit the Colorado Department of Revenue and any other state or local taxing authority to documentation that may otherwise be confidential, as provided below. If I am signing this Waiver myself, including on behalf of a business entity, I certify that I have the authority to execute this Applicant/Licensee. The Executive Director of the Colorado Department of Revenue is the State Licensing Authority, Colorado Liquor Enforcement Division as his or her agents, clerks, and employees. The information obtained pursuant to this Waiver may be used in connection with the Applicant/Licensee's liquor and ongoing licensure by the state and local licensing authorities. The Colorado Liquor Code, ("Liquor Code"), and the Colorado Liquor Rules, 1 CCR 203-2 ("Liquor Rules"), require compliance obligations, and set forth the investigative, disciplinary and licensure actions the state and local take for violations of the Liquor Code and Liquor Rules, including failure to meet tax reporting The Waiver is made pursuant to section 39-21-113(4), C.R.S., and any other law, regulation, concerning the confidentiality of tax information, or any document, report or return filed in connection taxes. This Waiver shall be valid until the expiration or revocation of a license, or until both the authorities take final action to approve or deny any application(s) for the renewal of the license, Applicant/Licensee agrees to execute a new waiver for each subsequent licensing period in connection of any license, if requested. By signing below, Applicant/Licensee requests that the Colorado Department of Revenue and taxing authority or agency in the possession of tax documents or information, release information the Colorado Liquor Enforcement Division, and is duly authorized employees, to act as the Applicant's/Licensee's authorized representative under section 39-21-113(4), C.R.S., solely to allow the state and local their duly authorized employees, to investigate compliance with the Liquor Code and Liquor Rules. authorizes the state and local licensing authorities, their duly authorized employees, and their use the information and documentation obtained using this Waiver in any administrative or judicial application or license. Name (Individual/Business) "Simple Coffee Co Social Security Number/Tax Identification Number Address 406 Zerex St Unit A City = raser State CO Zip 80442 Home Phone Number V/A Business/Work Phone Number 308-660-8450 Printed name of person signing on behalf of the Applicant/Licensee Dlivia Youngs Applic is ns¢e's Signature (Signature authorizing the disclosure of confidential tax information) ) L\ i ilt-�i %1C Date signed 08/22/23 Privacy Act Statement Providing your Social Security Number is voluntary and no right, benefit or privilege provided by law will be denied as a result of refusal to disclose it. § 7 of Privacy Act, 5 USCS § 552a (note). Page 6 of 6 Sy g - if vi • pada& PM RS FEDOR LTwl EE LOCATIONS q • ODP lE FPS 20.1.0 PRIOR TO MRCP. W NPR POURED. 22 ERLi ROOK PLAN •� LEVEL \lf' IE.IL Ilt.t�d E.EE IIP: 0 (R oc DRAMS Il O MG MD PR. ME. ESPRESSOS/6R FP ESPRESSO SWIPE 220 -GRIPER I ESPRESSO PaNWALSRP KITCHEN IRON REIRCIERATORS /EP CRP WIPP PCROWATE P p. PRESS ▪ ounr.11.043CO20. ALONG PpRoCIA WALE c610.0116 COWER ay PAM Cow 2 FLOP OUTLETS IN CM.. APES AMPLE, PE &Pc IMPODIE ELMER... ODORS PEP MOE VP TYPICAL PLAN NOTES: E. DO WT MAP OR,NROs PER. DNRl OR PP. LOCH aENEp REGIME°E,r ME NOT«pLMEn«miRu«Pp. COWERS/TORRP/ POMSEpRRM,OONFROM/m.ML,.oCT YERR PPP. «PHONS«EpnE rROW.OR WA* SHALL GOWAN \110.1504lEamwegas TA. OVER ws FR REA. CA sup. MP ROS .R«LEII0,RD«TOF.,MPI E PEPFRE RE RPM PREOEDE.0 ▪ REFER to STUMPY/ INPWRI,.DR FDURD,tpRWALL CPS BIRUCTARAL 1 ERNS Poul. NOCA110 ARE EON MS. Pap ORE AND W.. PM. Pau. RED RV E. MEP. Puss soupACIENIER CONTPCTOR 0 TO .RET Due NES/ORO PROVIDE POP DRAWINGS TRUSS LAPP. o RP..F .T TN.KYDTNR DI TEAR R OOP „F.DF D. • PER. ENESIMIPEALL IPS ARE 5110WIt TO ERE FACE OF SEM !RPM. DON ORE Rppp INPOR ROOF.FRORAMS .I0 TO ALLOWDEFETPONORLSOF PN EPOS EOW. EDax,EDDI.DERN ,~DMORWRD.,,N. WRIE DER. mORUNATTO WOO RELEETED WINDOW EPARSO WRORR«,PVCMPFOR«„RLN.MVP OFFEROR ORO CLEARME. E E; 4 COWNERNIM arLWELOCRTgi S a ONIIRCEOR PALL PROVIDE APO M WN REDAT «tpE R PILL ERREAREVER SED MTN Alisor[R FOR ALLINALL KK� TcaOL IM VERSED pall. PPOSM TO PP 14 1,:=ZMIEIORM LOC.TRRN. POT CON•lE WI SAFETY dKM R le AL PROP PALL CDwY«PROP. 0 M 711. IL DORTRECTORR TO MONK PO= NRnEO HE M FOR THE POPP MORI. um t•E vwE&EExRti�a.w`lTRrwTEnaoe wouTa 14 NW KRFOOT.1 M. LEDGES AM WRNS SNAP/ EE SWIM T00Y«,i IM P• ovroula wALL 0.110 VD A ERR 0 PPP, AT Eat ▪ WM. ALLSAND D CREWS APAOLE MAW MENMPPM uTMI o/ RER Tp PAR 362 ALL „ DOORS CONNECTROD.R.DPPOPRO SPACES Rua cr . Loo P<1.02EI la PROVIDE I/ICEMEN"' IlLE DNEPR SOAP P.. 002220 VIS 0121202 1MlT ILf• «Ru.�nTECRR 4m�EDarr< 4s. NIIS F OD lETYI�T.:D 66E14.1 CENG/ MINT ERRNEc nu WOWS ARE OL LEnw.TV.! S.P.0.11IE FITEMEO ND COFORCCORDIRAftu MS ENTRIES PP PES •t EuTTERNS TPT ELF IS E E OF EEERae LMS THAN M R.C. VIE lel MUNrt.O PUSS OTRMW.. NORM OR NiRwEO.Y.MCL rtaCT at. Mr CONIPE R RNLI. WREN All ODPITIONE DISCREN PRIOR 10 PROCEEo«O IRWOWOM. AP PEP AR( ITECIw RL Rap. OCT. ROMP.. Pv02. OUDOYY,nc AND FD •VSO TO COMP reM2ew OUNIM NRM a.r. PER cR RE to RE ....EC/ OmKR/.IDNp MOWN 1pU INWECE PLAN MATCH LEGEND. WALLS KNM« NOppaM..»N0 TO S PO UMW. PPM RISC - I.LOND Eozz:c ELEMENTS PRE PEP.° WEPT RP WREN. OAPS. ovEN TO ABOVE BLOW M.O. MONOIRE tom re:LEIIEH„ORP.. MOW Pv EMINENT AS IRDICATED MEM WM. 011 MOICATER SIC. PREFORM/LS INDICAlsol r. m TRINE MA STUDIOS MPS, PATS PEPE SIOPPIL COORS EWE.E WIMILEIECIPAL COY O CE�Fyyj U g b I tV � o �� 0. } N O U W 2 V/ O O LL E RYVMKa. DEit: Foam= MANN Nowa= ROT FOR CONSTRUCTOR FOR REFERENCE ONLY SHEET TITLE OVERALL FLOOR PLAN • LEVEL 01 SET ROARER A3.01 Secretary of State of the State of Colorado OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE OF FACT OF GOOD STANDING I, Jena Griswold, as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, Simple Coffee Co. is a Corporation formed or registered on 08/02/2019 under the law of Colorado, has complied with all applicable requirements of this office, and is in good standing with this office. This entity has been assigned entity identification number 20191627484 . This certificate reflects facts established or disclosed by documents delivered to this office on paper through 08/18/2023 that have been posted, and by documents delivered to this office electronically through 08/21/2023 @ 18:36:34 . I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, and issued this official certificate at Denver, Colorado on 08/21/2023 @ 18:36:34 in accordance with applicable law. This certificate is assigned Confirmation Number 15252455 . 4Ao-uvelbei *********************************************End of Certificate******************************************* Notice: A certificate issued electronically from the Colorado Secretary of State's website is fully and immediately valid and effective. However, as an option, the issuance and validity of a certificate obtained electronically may be established by visiting the Validate a Certificate page of the Secretary of State's website, https://www.coloradosos.gov/biz/CertificateSearchCriteria.do entering the certificate's confirmation number displayed on the certificate, and following the instructions displayed. Confirming the issuance of a certificate is merely optional and is not necessary to the valid and effective issuance of a certificate. For more information, visit our website, https://www.coloradosos.gov click "Businesses, trademarks, trade names" and select "Frequently Asked Questions." PETITION TO THE TOWN BOARD OF FRASER I, the undersigned, am aware that an application for a Beer and Wine liquor license has been filed with the Town of Fraser by: Simple Coffee Co d.b.a. Simple Coffee CO., and proposed to be located at 406 Zerex Street Unit A. Fraser, CO 80442. I am at least 21 years of age and am a resident or owne- or manager of a business located within the de-ined neighborhood boundaries of the proposed liquor establishment. I have ind cated below whether I consider the granting of they above -mentioned liquor license to be desirable and necessary for the reasonable requirements of the neighborhood. Signature Printed Name ` Physical Address Street, City, Zip _ Owner, Manager, R . sident Date Signed Yes ✓ No ✓ 3 ,�/' Qrt �t 21 S5(- o • /z 1/ 2. 4A Z-Ni <e- 1,-- 7$1, (IL 7 3 Actliafi.,-; ^ (,,i,wi W;-_3 3. Ohl(lt Seri Q15. Doc SliSw c Fm �W,n.A. y/23 4. t, lc L 6kVq w4 Mktkoo:r v‘vV,V1k 23 \/ 5. a% , '1f u , (rx 5 5-67 Wr h d &0 13tO writ r 0 (Z. 5� - - 6f, M�✓ _� 5 jP.. % �� -` `��i� �F4' i f:�r,; 4/�co inAtajer s//Z7 Z. 7. "J Sy CIZ S I (cCL 4 ( t447 ` ok 8. , i s -s ko t,I„t,c; (-k,- 1-(aa �v 1-u3c-. , W ^ el,, �o (1. . s; A.2„+ g/3-0 ✓ 9. , (ch) e m (I I1 \ s -of 'e I l \� rn (hm 5 V\ -I Cal-tt s h o -Q , �t US �l P,�Sit�cal a.�rvw . / -a 10.. t l cm Y stn 11 \ S I L u ' (AY1 titi� "611).\ S 1-�Y 1 e1 L1 `R t,1 s Pr1�-. , F,ict s -en Re�; ir�,li�Y1fi J ? t 11.4 ,q `' ,Q 2°3 F NOD-, Alit) f; -c,":1 Ik',$. jetfi /3) V 12. (All 14. V Y ZtvitiztitiA-4 ItS \M 1 W PC\ G 0- "4 1 S ‘ 106.)"4- ?)1 25k V ea \-6,pc• 'n-I.Az-e-a,g_ 53 Co lufb,,t1 1Y• "i b-eit P... -e s id -w I ✓ 14 \Can CA .41 \ 1$ GCS S 2 ( .- (f ?1 ti 15. III 9)Anno 4 F ow a 0 agfc r SL's f 16. GI' c, o A 16v nA_ c� 0 lag �S ►.mss � Ave, Re 3 i d.e-nf g/3( 17. J a.A. 'hww , Da,v►«te, I�uar p 220 C a.rrLa�.e, 12 0�l Y� s r 1 18. 6.,)i- c Li e_vit o O? ' `j°3 57 Gc4-S ft, (i ).4_,-,,-k (G, 19. - Ptn;a- 1 I SS ISO east -cm PN2. Frc&Ser, co geslcuL t GI/ u zo. /61 se/ VOvt� /u/ �IJC sus,6 eve A a,004- 9 l 6 // 21. ..____....._____... k - 0 C 1 I G9 V 22. -fig i4 l S lA s - '' a A r 7ck-4.- , CIO 23. / C. r, � c�"' a �l C/�s �— I S v 5 t -1w ` q r 1 W . ✓vFTir P c`t " -- s � lnl � s r Q r v i 5 , SYis �/, I•/ V 24 �Q �^ c�, �, i,f v .\ a= ` ,- . K- Z2A 9 liz / 25. �iN,' 52-6-11e- , )t1C Doc Su_ s& -Ae61L. (( Eo�t� 131,E 5 ru-+') cI V Simple Coffee Public Hearing - Page 1 of 1 FILER Antoinette McVeigh amcveigh@town.fraser.co.us (970) 726-5491 FILING FOR Middle Park Times Columns Wide:1 Ad Class:Legals OFFICIAL AD PROOF T his i s t h e pro o f of y ou r a d s ch ed u l e d t o r un i n Mi d d l e Pa r k Ti m es on th e d at e s i nd i ca t ed b e l o w. I f c h a n ge s a r e ne ed ed , p l ea se co nt a ct us pr i o r to d ea dlin e a t (9 70 ) 8 87 -3 33 4. Notice ID: XuV48YWVuj1DGPgVE7VO | Proof Updated: Oct. 11, 2023 at 03:19pm MDT Notice Name: Simple Coffee Public Hearing | Publisher ID: 296013 This is not an invoice. Below is an estimated price, and it is subject to change. You will receive an invoice with the final price upon invoice creation by the publisher. 10/19/2023: Other Notice 14.17 Affidavit Fee 4.00 Subtotal $18.17 Tax $0.00 Processing Fee $1.82 Total $19.99 TOWN OF FRASER RESOLUTION NO. 2023-11-01 A RESOLUTION OF THE FRASER BOARD OF TRUSTEES, ACTING AS THE LOCAL LIQUOR LICENSING AUTHORITY FOR THE TOWN OF FRASER, APPROVING THE APPLICATION OF SIMPLE COFFEE CO FOR A BEER AND WINE LIQUOR LICENSE FOR THE PREMISES AT 406 ZEREX STREET UNIT A FRASER, CO 80442 WHEREAS, Simple Coffee CO (the “Applicant”) filed an application with the Town of Fraser for a beer and wine liquor license for the premises located at 406 Zerex Street Unit A Fraser, CO 80442; and WHEREAS, a public hearing on said application was held on November 1, 2023, following due and proper notice, in accordance with the Colorado Liquor Code, § C.R.S. 44-3- 101 et seq.; and WHEREAS, the Board of Trustees, as the Local Liquor Licensing Authority, has carefully considered said application and the evidence presented at the hearing, and hereby enters the following decision regarding the application. THE BOARD OF TRUSTEES MAKES THE FOLLOWING FINDINGS: 1.The license application is complete, including all payments of local and state fees. The applicant requested a concurrent review and the application is being reviewed by the State. 2.The Applicant has submitted evidence that it is entitled to possession of the premises where the license is proposed to be exercised. 3.The premises are properly zoned for the activity which will occur therein, and the Town of Fraser has eliminated the 500-foot minimum distance requirement for licensed premises separation from any public or parochial school or the principal campus of any college, university, or seminary. 4.The Applicant has demonstrated by a preponderance of the evidence that the reasonable requirements of the neighborhood and the desires of the adult inhabitants of the neighborhood are not currently being met by existing outlets. BASED UPON THESE FINDINGS, THE BOARD OF TRUSTEES, AS THE LOCAL LICENSING AUTHORITY, HEREBY ORDERS THAT THE APPLICATION OF SIMPLE COFFEE CO FOR A BEER AND WINE LICENSE FOR THE PREMISES AT 406 ZEREX STREET UNIT A FRASER, CO 80442, BE AND IS HEREBY APPROVED WITH THE FOLLOWING CONDITIONS: 1.Approval by the Colorado Department of Revenue of the State liquor license application. 2.The Local License Authority has inspected the premises and has determined that the applicant has complied with the architect’s drawing, plot plan and detailed sketch for the interior of the building that was submitted with the application. 3.All alcohol beverage servers must complete a certified responsible vendor training within 90 days of issuance of the license. DULY MOVED, SECONDED, AND ADOPTED THIS ___ DAY OF ____________ 2023. 2 TOWN OF FRASER BOARD OF TRUSTEES AND LIQUOR LICENSING AUTHORITY Votes in favor: ___ Votes opposed: ___ Abstained: ___ BY: Mayor ATTEST: (S E A L) Town Clerk FRASER BOARD OF TRUSTEES RESOLUTION NO. 2023-11-02 A RESOLUTION APPROVING FINAL PLATS AND A FINAL PLANNED DEVELOPMENT PLAN FOR A RESIDENTIAL DEVELOPMENT KNOWN AS ALPENGLOW PLANNING AREA 2W.2, LOCATED NEAR THE CORNER OF OLD VICTORY ROAD AND AMERICAN WILLOW DRIVE, DESCRIBED AS BEING A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO WHEREAS, at the regular meeting of the Fraser Planning Commission held on February 23, 2022, Clark Lipscomb, as a Member of Grand Park Development, LLC, a Colorado limited liability company, received a recommendation of approval of a final planned development plan and final plats for the development of 204 multi-family residential units within the Grand Park planning area 2W.2; WHEREAS, at the regular meeting of the Fraser Board of Trustees held on November 1, 2023, Clark Lipscomb, as a Member of Grand Park Development, LLC, a Colorado limited liability company, received approval of a final planned development plan and final plats for the development of 46 multi-family residential units within the Grand Park planning area 2W.2; WHEREAS, Grand Park Development, LLC, a Colorado limited liability company is the current owner of the property; and WHEREAS, Staff has determined that this application is in compliance with the Land Development Code of the Town of Fraser and the Grand Park Planned Development District Plan when the conditions listed below have been addressed. NOW THEREFORE BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: The Town of Fraser hereby approves the final plat and final planned development plan for Alpenglow Planning Area 2W.2 subject to the following conditions: 1.The applicant shall address Referral Agency comments from Merrick Engineering dated September 20, 2023. 2.The applicant shall address Referral Agency comments from Whitmer Law Firm dated September 18, 2023, including comments related to the Subdivision Improvements Agreement. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS 1st DAY OF NOVEMBER 2023. Votes in favor: ___BOARD OF TRUSTEES OF THE Votes opposed: ___TOWN OF FRASER, COLORADO Abstained: ___ BY: Mayor ATTEST: (S E A L) Town Clerk Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 1 of 10 BOARD OF TRUSTEES Date Prepared: October 20, 2023 STAFF REPORT & REQUEST FOR BOARD ACTION Meeting Date: November 1, 2023 RE: Alpenglow at Grand Park Final Planned Development Plan and Final Plats To: Town of Fraser Board of Trustees From: Will Charles, AICP, Baseline Project Number: TF-22-08 Project Location: Old Victory Road and American Willow Drive Applicant: Grand Park Development, LLC Property Owner: Grand Park Development, LLC Zoning: Grand Park PDDP CC:Michael Brack, Fraser Town Manager Garrett Scott, Town Planner Ben Thurston, AICP, Baseline MATTER BEFORE THE BOARD OF TRUSTEES: A Final Planned Development Plan (FPDP) and Final Plats for a part of the Grand Park Development known as Alpenglow. ACTION REQUESTED: The applicant and property owner Grand Park Development LLC is requesting approval of the FPDP and Final Plats. BACKGROUND In 2005,the Board of Trustees approved a Planned Development District Plan (PDDP)for the Grand Park Development.The PDDP encompassed approximately 1,311 acres of land divided into 27 planning areas. On the PDDP,planning area 2W is listed at approximately 33.8 acres.The proposed FPDP would amend portions of 2W.1 and provide a plan for planning area 2W.2.Changes to 2W.1 would include a lot line adjustment for 1 developed lot,and removal of lots 56-67 where the plat was never recorded,and the lots never developed. In February of 2022,the Final Planned Development Plan and Final Plat for 2W.2 was brought before Planning Commission.At that time,the Final Plats and FPDP were approved with conditions,most of which involved corrections to be made to the FPDP before the Final Plats could move forward.The full list of conditions can be found attached to this staff report.The applicant has since gone through three rounds of review and addressed a majority of the conditions and referral comments provided by town staff and outside referral agencies.The remaining comments and conditions are listed as portions of the approval recommendation for this project. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 2 of 10 LOCATION MAP ZONING & LAND USE The property is zoned Planned Development (PD)and regulated by the Grand Park PDDP.Planning area 2W allows for 250 residential units,and the property owner has utilized density transfers from other planning areas to bring the total allowed density to 259 for the planning area.The FPDP proposes 259 residential units and 55 were approved and constructed in the first phase.Approval of this project would bring the planning area total to 259 units. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 3 of 10 2W Phasing Map 2W.1 is already developed with 55 residential lots split between attached and detached single family residential product types. 2W.2 is the second phase and will have 204 multi-family units split across 12 buildings. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 4 of 10 4W.1 Site and Landscape Plan Northern portion of the site. Southern portion of the site. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 5 of 10 PARKING, LANDSCAPING, LIGHTING & SNOW STORAGE The project consists of 12 condominium buildings,containing 60 one-bedroom units,102 two-bedroom units,and 42 three-bedroom units.Section 19-4-230 of the municipal code requires 1 space per one- bedroom,1.5 spaces per two-bedroom,and 2 spaces per three-bedroom.A minimum of 297 parking spaces are required for this development,and 436 have been proposed.Section 19-4-185 requires one square foot of snow storage for every three-square feet of impervious surface,or 33%.The applicant is currently proposing snow storage equal to 34%of the impervious surface.Sheets 5 and 6 of the FPDP identify the landscaping to be provided with the project.Section 14-5-40 requires at least 15%of the site area to be landscaped which has been provided.Section 19-4-195 dictates that lighting on site should create minimum light pollution,and be architecturally similar to the buildings and surroundings.The proposal includes minimal light poles only at the entrances to the property.Additionally,the light poles will match the light poles constructed in previous phases of the Grand Park development. OPEN SPACE, SETBACKS, & HEIGHT Open space,setbacks,and height are regulated by the PDDP.Page 3 of the PDDP requires 10%of the site to be open space,and the applicant has provided 43%in planning area 2W.2.Open Space across all of 2W is currently at 32%.The setbacks are 0’front yard,0’side yard,and 0’rear yard,and the proposal meets these setbacks.Additionally,the PDDP sets the maximum height for the structures at 75’.Architectural elevations are not required during the FPDP phase of the project,therefore height will be reviewed during building permit review. GRADING & DRAINAGE PLANS Grading and drainage plans were reviewed by Merrick,the Town’s engineering consultant.Attached to this staff report are the latest referral comments from Merrick dated September 20,2023.Merrick found no issues with the utility plans and only a minor correction for the Construction Plans. REFERRAL The final plats and final planned development plan have been referred and reviewed three times since the Planning Commission recommendation.The final round of review was sent on September 7,2023. Referral comments,including redline comments on the final plat and final planned development plan set, were combined into a memo titled TF-22-08 Referral Comment Sheet and dated September 22,2023.In addition to the Merrick engineering referral comments referenced above,Whitmer Law Firm had referral comments related to the improvement schedule of the Subdivision Improvements Agreement which are also attached to this staff report. PUBLIC NOTICE Section 19-1-215 establishes requirements for public notice when public hearings are required with land use review.For a Final Plat and FPDP,a public hearing is required for Planning Commission,but not for the Board of Trustees.Notice was provided for the Planning Commission hearing,and the applicant additionally mailed out notices to nearby property owners on October 10, 2023. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 6 of 10 FINAL PLAT REVIEW The Final Plat was submitted in accordance with the checklist provided in the Land Development Code. Staff reviewed the final plat and included redline comments with the TF-22-08 Referral Comment Sheet dated September 22,2023,specifically related to the Subdivision Improvement Agreement.These comments and redlines must be addressed prior to final plat approval by the Town Board. Final plat approval is regulated by the Land Development Code as outlined in the following table. Sec 19-3-120 Major Subdivisions Comment a)Purpose. The purpose of a major subdivision is to divide one (1) or more parcels of land into five (5) or more lots, or to divide one (1) or more parcels of land into one (1) or more lots requiring public improvements. 1.Condominium, townhome and apartment developments shall be classified as a major subdivision if they involve five (5) or more dwelling units or are intended to create five (5) or more individual interests in property capable of being separately transferred. 2.A subdivision shall be classified as a major subdivision when the creation or extension of any public improvement is required. For purposes of this Subsection, "public improvement" includes streets, water and sewer mains and service lines, drainage facilities, electrical facilities, lines and facilities whether above or below ground for telephone, television, internet, or any other type or form of data transfer, curb and gutter, sidewalks, common access areas such as shared driveways or any other type of facility deemed by the Town Staff to be reasonably necessary to support the residents, users or owners of the subject lot(s). b)Compliance. All major subdivisions shall comply with all applicable subdivision design and improvement standards of these regulations and Chapter 14 of this Code, Design Criteria and Construction Standards. The proposed subdivision meets the conditions to be considered a major subdivision. The proposed final plat would subdivide the parcel into 15 lots and one outlot for the purposes of constructing 204 dwelling units. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 7 of 10 Sec. 19-3-225 – Preliminary Plat Comment a)General. An approved final plat shall be required for all major and minor subdivisions. The purpose of the final plat is to complete the subdivision of land in conformance with the requirements and standards of the Town and all recommendations made at earlier stages of subdivision review. No subdivision shall be approved until such data, surveys, analyses, studies, plans and designs as may be required by these regulations and by the Town Staff, Planning Commission and/or the Board of Trustees have been submitted, reviewed and found to meet all sound planning and engineering requirements of the Town. (1) For a major subdivision that has received preliminary plat approval, the final plat must be submitted within one (1) year from the date of Planning Commission or Board of Trustees action, as applicable, unless the preliminary plat expiration date had been extended by the approval body. (2) Approval and recording of the final plat allows sale of lots within the subdivision to proceed; except when the conditions of approval or the subdivision improvements agreement provide otherwise, or in the case of a subdivision of condominiums and/or townhomes, where approval of an as-built plat is the instrument which allows the sales of a subdivision to proceed. The Preliminary Plat was approved on November 17, 2021 and the Final Plat was submitted on September 24, 2021. This Final Plat was submitted within the timeframe allowed following Preliminary Plat approval. b)Submittal requirements. The applicant shall submit all required materials specified in Appendix 1. Appendix 1 contains the checklist for final plat submittals. The checklist, along with all items identified on it are attached to this staff report. The applicant has provided all documents required on the checklist, however some corrections are required. A list of all corrections required are identified in the attached memo titled TF-22-08 Referral Comment Sheet, dated September 22, 2023. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 8 of 10 Sec. 19-3-410 – Subdivision improvements agreement required Comment The subdivision improvements agreement (SIA) is a written contract between the Town and the applicant providing for construction of the required improvements, with collateral security to guarantee completion of such improvements as provided in these regulations. No subdivision plat shall be signed by the Town or recorded in the office of the Grand County Clerk and Recorder, and no building permit shall be issued for any subdivision or development with required improvements, until a SIA between the Town and the applicant has been executed. A subdivision improvements agreement was provided with this final plat submittal, and is attached. As previously noted, Whitmer Law Firm has requested corrections to the SIA related to the improvement schedule. These corrections can be found on the TF-22-08 Referral Comment Sheet dated September 22, 2023. 19-3-415. - Types of improvements.Comment The SIA shall address the following types of improvements unless waived by the Town: a)Public and private drainage. Stormwater detention and water quality facilities, drainage ditches, flood prevention and flood mitigation improvements. All required improvements are addressed in the SIA. The SIA is attached to this report for reference. FINAL PLANNED DEVELOPMENT PLAN Final Planned Development Plans in conjunction with Planned Development District Plans make up a Planned Development (PD). Sec 19-2-140 Existing Planned Developments (PDs)Comment a)Planned development district plans (PD District plans) and any final planned development plans (final PD plans) approved and recorded prior to the effective date of this Chapter, May 5, 2018, may continue to be completed under their terms. PD District plans and final PD plans may continue to be completed under the following Sections. No new PD districts shall be approved and no existing PD districts may be enlarged. This project is considered an existing PD since the PDDP was approved in 2005. The FPDP does not propose enlarging the PD and conforms to this section. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 9 of 10 Sec 19-2-150 Final Planned Development Plan Comment a)Existing approved FPDPs may be completed pursuant to their approved terms. This FPDP has a few minor amendments to what was approved in the original FPDP for 2W.1. The changes include the adjustment of 1 lot line, and the removal of 12 lots that were never platted or developed. b)New FPDPs may be approved for property within an existing PD District pursuant to the following. 1. Submittal requirements. The applicant shall submit all required materials specified in Appendix 1. 2. Procedure. The FPDP application shall be reviewed by the Town in accordance with the review procedures at Section 19-2-210 and Table 1.1 of this Chapter. Appendix 1 contains the checklist for FPDP submittals. The checklist, along with all items identified on it are attached to this staff report. The applicant has provided all documents required on the checklist, however some corrections are required. A list of all corrections required are identified in the attached memo titled TF-22-08 Referral Comment Sheet, dated September 22, 2023. LAND DEDICATIONS/FEES IN LIEU OF LAND DEDICATION Land dedications for both parks and schools for the Grand Park PDDP are regulated by the 2003 Annexation agreement.The applicant provided fees in lieu of land dedication for the entire PDDP at the time of annexation. SUMMARY The applicant and property owner,Grand Park Development,LLC,has submitted a complete application for the review of a final plat and final planned development plan for the development of 204 multi-family residential dwelling units on 16.8 acres.The application is in compliance with the land development code with the exceptions outlined in this report and as listed as recommended conditions of approval. REQUEST: Approval of a final plat and final planned development plan RECOMMENDATION: Staff recommends APPROVAL subject to the following conditions: 1.The applicant shall address Referral Agency comments from Merrick Engineering dated September 20, 2023. 2.The applicant shall address Referral Agency comments from Whitmer Law Firm dated September 18, 2023. Attachments: 1.Resolution 2023-11-02 2.Application Form Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 10 of 10 3.FPDP 4.Final Plat – Alpenglow at Grand Park Filing No. 1 5.Final Plat – Alpenglow at Grand Park Filing No. 2 6.Final Plat – Alpenglow at Grand Park Filing No. 3 7.TF-22-08 Referral Comment Sheet 8.Construction Drawings 9.Drainage Report 10.Density Transfer Chart 11.2005 Grand Park Planned Development District Plan 12.FPDP Checklist 13.Final Plat Checklist 14.Subdivision Improvements Agreement Print Form PROJECT NAME: Willows Apartments, 2W.2 FATE RECEIVED: APPLICATION FEE: TYPE OF APPLICATION HEARING DATE r Annexation, Zoning, Concept Plan r Conditional Use As Built Plat C' Site Plan C' Vacation of Street or Easement r Final Planned Development Plan r Change of Zone C: Final Plat C` Planned Unit Development r^ Sketch Plan f Variance r Development Permit r Minor Subdivision Plat C' Preliminary Plat r Subdivision Exemption C' Other PROJECT INFORMATION Applicant's Name: CLARK LIPSCOMB Project Location: GRAND PARK - 2W @ Old Victory & AmericanWill Address: 46 MARKET ST. FRASER,CO 80442 Phone/Fax: 970-948-1883 Existing Location: Proposed Zoning: EXISTING GRAND PARK PDDP Relation to Property Owner: Legal Description of Property (lots, blocks, tracts, subdivision name, or metes & bounds - attach additional sheet, if necessary): FSEETTACHED PROPERTY REPORT CARD Total Acreage of Property under Consideration: 16.44 Acres (Phase 1 -10.18 acres & Phase 2 -6.26 acres) Number of Existing Residential Lots: 10 7 Number of Proposed Residential Lots: 204 Units Type of Housing Proposed: MULTI FAMILY RESIDENTIAL UNITS (HUD) rNumber of Existing Commercial Lots: 0 Number of Proposed Commercial Lots: 0 ADDITIONAL CONTACTS Property Owner: GRAND PARK DEVELOPMENT, LLC Consultant: TERRACINA DESIGN Address: PO BOX 30 Address: 10200 E. GIRARD AVE. BLDG A SUITE 314 City/State/Zip: WINTER PARK, CO 80482-0030 City/State/Zip: DENVER, CO 80231 Phone/Fax: Phone/Fax: I303-632-8867 BRIEF DESCRIPTION OF DEVELOPMENT: SEE ATTACHED NARRATIVE The Town of Fraser requires that the applicant pay all fees and costs relating to this application, as provided in the Town's general application policies set forth in Section 1-3-70 of the Fraser Municipal Code, which is reproduced below. The undersigned acknowledges that he or she has read and understands such policies and agrees to the terms thereof, including those provisions concerning collection of unpaid charges owed to the Town. The amount payable for up -front application fees and any cash deposit for additional processing charges will be specified by Town staff at the time of filing this application. Additional payments or deposits may be required during the processing of the application. CERTIFICATION I hereby affirm that I have full le al capacity to authorize the filing of this application and that all information and Authorized Signature: / Date: 9-24-21 Sec. 1-3-70. General applicatie olicies. The following general policies shall apply to all applications for permits or other approvals required under the provisions of this Code, unless different requirements, which are inconsistent with the following, are specified under the provisions of this Code for a particular type of application: 1) No application will be considered complete until all prescribed fees and deposits have been paid. 2) Application fees. Application fees are established and modified from time to time by the Board of Trustees and are set forth in the current fee schedule approved by the Board of Trustees. Such application fees are intended to defray the administrative expenses of processing applications attributable to the use of Town employee time and Town facilities. No part of an application fee shall be refunded on account of any denial, partial processing or withdrawal of part or all of the application. 3) Processing fees. In addition to application fees, the applicant shall pay all costs relating to the processing of the application, including the costs of publication for each publication required. If republication is necessary due only to Town error, the Town will pay the costs of republication. The applicant shall also pay the costs for mailing notification of the application to adjacent or surrounding property owners, if required. The applicant shall pay any and all recording fees relating to the application or approval thereof and all inspection fees relating to the application or administration of the permit or other approval. 4) Additional costs. The applicant shall pay for any additional costs incurred by the Town for the services of outside professionals, consultants or other review agencies, other than Town staff, including, without limitation, attorneys, engineers and outside planning consultants, during the review and consideration of an application. The Town will send invoices to the applicant for expenses incurred as the Town is billed, which shall be paid by the applicant within the time prescribed in the invoice. Any amounts not paid when due shall accrue interest at the rate of one and one half percent (1.5%) per month, not to exceed eighteen percent (18%) per annum. 5) Deposit. The Town may require the applicant to provide a cash deposit, in an amount specified in the fee schedule established by the Board of Trustees, to secure payment of the anticipated processing fees and additional costs related to the application not covered by the application fee. The Town may draw upon this deposit to pay such fees and costs and may also suspend further proceedings or reviews related to the application for any delinquent account until the applicant pays the amount necessary to reinstate the full amount of the cash deposit. Any delinquent account related to an application shall be sufficient grounds for denial of the application. Any unused portion of such deposit remaining after completion or termination of the application and payment of any outstanding invoices shall be refunded to the applicant. No interest will accrue on the deposit. 6) All outstanding fees, taxes and invoices shall be paid in full prior to final approval of the application or issuance of the applicable permit, certificate or other approval document. Deposits shall be held for ninety (90) days after approval to cover any outstanding invoices related to the application. 7) In the event of nonpayment of fees, costs or other charges owed, the Town shall have the right to file a legal action to collect any balance due to the Town, plus its costs of collection, including reasonable attorney's fees, against the applicant and/or the owner of the property that is the subject of the application. The amount of such unpaid fees, costs and other charges owed to the Town shall constitute a lien upon any property that is the subject of the application, and the Town may certify to the County Treasurer any amount due for collection in the same manner as other property taxes are collected. 8) The Town shall reserve the right to revoke or suspend any permit, certificate or other approval issued hereunder if the work or activity undertaken pursuant thereto is not done in accordance with the approved terms. SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 1 - c o v e r . d w g GENERAL NOTES 1.THIS FINAL PLAN AMENDMENT IS APPLICABLE TO PLANNING AREA 2W.1 LOT 25, LOTS 56-67 AND PLANNING AREA 2W.2. THE WILLOWS AT GRAND PARK FINAL PLATS FILINGS #1, #2, & #3 LOTS 1-24 & 26-55 ARE NOT IMPACTED BY THIS AMENDMENT. 2.LOCATIONS DEPICTED ON THIS PLAN ARE APPROXIMATE ONLY. 3.GRAND PARK PDDP 2W SETBACKS   FRONT SETBACK: 0 FEET             SIDE SETBACK: 0 FEET (MINIMUM DISTANCE BETWEEN STRUCTURES: 10 FEET) REAR SETBACK: 0 FEET OLD VICTORY ROAD: 20' BUILDING SETBACK OLD VICTORY ROAD: 15' IMPROVEMENT 4.BUILDING HEIGHT SHALL NOT EXCEED 75'-0" EXCLUDING CHIMNEYS, VENTILATORS, AND PIPES. BUILDING HEIGHTS SHALL BE MEASURED FROM THE AVERAGE FINISHED GRADE OF THE PRIMARY FOUR CORNERS OF THE STRUCTURE. 5.LANDSCAPE SHALL BE ALLOWED AND INSTALLED PER THE TOWN OF FRASER MUNICIPAL CODE AND THE GRAND PARK CC&R'S. 6.PLANNING AREA 2W IS ENTITLED FOR 250 RESIDENTIAL UNITS. DENSITY MAY BE TRANSFERRED ACCORDING TO THE AMENDED ANNEXATION AGREEMENT AND 9 RESIDENTIAL UNITS ARE TRANSFERRED FROM PLANNING AREA 5W BY THIS FINAL PLAN. PLANNING AREA 5W, 79 OF THE 100 UNITS HAVE BEEN ACCOUNTED FOR, LEAVING 21 UNITS TO BE PLATTED IN 5W. 7.TO PROTECT AGAINST WILDFIRES AND ENHANCE FOREST HEALTH THE FOLLOWING WILDFIRE MITIGATION MEASURES ARE REQUIRED: A.) WATER HYDRANTS WILL BE SITED AT APPROPRIATE DISTANCES; AND B.) UTILITIES WILL BE CONSTRUCTED UNDERGROUND. 8.PROPERTY WITHIN THE PLAT BOUNDARIES OUTSIDE OF THE BUILDING ENVELOPES WILL BE SHOWN AS GENERAL COMMON ELEMENTS ON THE CONDOMINIUM MAP FOR THE PROJECT, WILL BE OWNED JOINTLY BY THE OWNERS OF UNITS IN THE PROJECT IN ACCORD WITH THEIR RESPECTIVE UNDIVIDED OWNERSHIP INTERESTS IN THE COMMON ELEMENTS AND WILL BE MAINTAINED BY ALPENGLOW AT GRAND PARK CONDOMINIUM ASSOCIATION, INC. 9.SIGNAGE DETAILS, INCLUDING MATERIALS, DIMENSIONS AND SIGN AREA WILL BE PROVIDED WITH BUILDING PERMIT. SIGNAGE SHALL COMPLY WITH THE GRAND PARK SIGNAGE PLAN. 10.FINAL ENGINEERING DOCUMENTS, CONSTRUCTION DRAWINGS AND A SITE SPECIFIC GEOTECHNICAL REPORT SHALL BE SUBMITTED AND APPROVED PRIOR TO BUILDING PERMIT ISSUANCE. 11.THE RECORDED FINAL PLAT SHALL GOVERN IF ANY DISCREPANCIES EXIST BETWEEN THIS FINAL PLAN AND THE FINAL PLAT. 12.REMAINING ENTITLEMENTS WITHIN PLANNING AREA 2W WILL BE DEVELOPED AT A FUTURE TIME. PURSUANT TO SECTION 4.3 OF THE ANNEXATION AGREEMENT, THE ACREAGE OF PLANNING AREAS WILL ADJUST TO ACCOMMODATE THE APPROVED NUMBER OF RESIDENTIAL UNITS AND COMMERCIAL SQUARE FOOTAGE. COVER SHEET 1 333231 29 2830 19 20 21 18 17 16 SITE PLANNEROWNER VICINITY MAP SCALE: 1"-2500'-0" SHEET INDEX CERTIFICATE FOR APPROVAL BY THE TOWN BOARD: OWNER CERTIFICATE ENGINEERSURVEYOR CORE CONSULTANTS, INC. 78967 U.S. HWY 40 WINTER PARK, CO 80482 TONY KREMPIN TOPKNOT CIVIL & STRUCTURAL ENGINEERING 129 E BYERS AVE HOT SULPHUR SPRINGS, CO 80451 (970) 725-3310 GRAND PARK DEVELOPMENT, LLC PO BOX 30 WINTER PARK, CO 80482 LAYLA ROSALES TERRACINA DESIGN 10200 EAST GIRARD AVENUE SUITE A-314 DENVER, COLORADO 80231 (303) 632-8867 APPROVED AND ALL PUBLIC DEDICATIONS ACCEPTED THIS________DAY OF__________, __________BY THE FRASER TOWN BOARD. THE TOWN OF FRASER DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CORRECTNESS OR ACCURACY OF ANY INFORMATION DISCLOSED ON THIS PLAN NOR ANY REPRESENTATIONS OR INFORMATION PRESENTED TO THE TOWN OF FRASER WHICH INDUCED THE TOWN TO GIVE THIS CERTIFICATE. BY: ________________________________ MAYOR, TOWN OF FRASER MORTGAGEE'S CONSENT THE UNDERSIGNED, BEING AN AUTHORIZED REPRESENTATIVE OF _______________ , THE HOLDER OF A BENEFICIAL INTEREST IN AND TO THE PROPERTY DESCRIBED ON THIS PLAT, UNDER DEED OF TRUST RECORDED AT RECEPTION NO. ____________________________________OF THE GRAND COUNTY, COLORADO REAL PROPERTY RECORDS, HEREBY CONSENTS TO THIS PLAT AND AGREES THAT THE LIEN OF THE DEED OF TRUST IS HEREBY SUBORDINATED TO THIS PLAT. _______________________ BY:________________________________ NAME:_______________________________ TITLE:________________________________ NOTARY: ACKNOWLEDGED BEFORE ME THIS_________DAY OF___________, 20_____, BY ____________________AS____________________OF _____________________ WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:_____________________________________ NOTARY PUBLIC IN WITNESS WHEREOF, GRAND PARK DEVELOPMENT, LLC. HAS CAUSED HIS/HER NAME TO BE HEREUNDER SUBSCRIBED THIS_______DAY OF___________, 20_____. GRAND PARK DEVELOPMENT, LLC. A COLORADO LIMITED LIABILITY COMPANY, _________________________________________ PRESIDENT STATE OF COLORADO )) )SS. COUNTY OF __________ ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS_______DAY OF_______, 20___, BY__________________AS PRESIDENT ON BEHALF OF GRAND PARK DEVELOPMENT, LLC. A COLORADO LIMITED LIABILITY COMPANY. WITNESS MY HAND AND OFFICIAL SEAL _________________________________________ NOTARY PUBLIC MY COMMISSION EXPIRES:______________________ A PARCEL OF LAND CONSISTING OF THE FOLLOWING RECORDED PLATS; ALL OF THE WILLOWS AT GRAND PARK, FILING NO. 1 RECORDED JULY 21, 2015 AT RECEPTION NUMBER 2015-004926; ALL OF THE WILLOWS AT GRAND PARK, FILING NO. 2 RECORDED SEPTEMBER 21, 2016 AT RECEPTION NUMBER 2016-006979; ALL OF THE WILLOWS AT GRAND PARK, FILING NO. 3 RECORDED SEPTEMBER 21, 2016 AT RECEPTION NUMBER 2016-006982; ALL OF THE REPLAT OF LOT 25, THE WILLOWS AT GRAND PARK, FILING NO. 2 ACCORDING TO THE RECORDED PLAT THEREOF; LOCATED IN THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, MORE PARTICULARLY DESCRIBES AS FOLLOWS: COMMENCING AT THE W1/4 CORNER OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE NW1/4 OF THE SW1/4 OF SAID SECTION 28 BEARS S 00° 17' 02" E, (BASIS OF BEARING); THENCE N 55° 31' 18" W, 2,843.64 FEET TO THE NORTHWESTERLY CORNER OF TRACT “A” OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 1, SAID NORTHWESTERLY CORNER BEING THE TRUE POINT OF BEGINNING; THENCE THE FOLLOWING (13) THIRTEEN COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 1: 1.)THENCE N 55° 46' 36" E, 90.90 FEET; 2.)THENCE N 83° 41' 09" E, 86.86 FEET; 3.)THENCE S 41° 19' 06" E, 61.04 FEET; 4.)THENCE S 26° 54' 21" E, 53.41 FEET; 5.)THENCE S 20° 56' 01" E, 51.67 FEET; 6.)THENCE S 11° 05' 17" E, 50.17 FEET; 7.)THENCE S 17° 30' 20" W, 43.32 FEET; 8.)THENCE S 60° 34' 37" W, 54.67 FEET TO A POINT OF NON-TANGENT CURVATURE; 9.)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 576.00 FEET, A CENTRAL ANGLE OF 03° 25' 36" AND AN ARC LENGTH OF 34.45 FEET, THE CHORD OF WHICH BEARS S 30° 23' 49" E, 34.44 FEET; 10.)THENCE N 68° 22' 14" E, 45.20 FEET; 11.)THENCE S 70° 26' 10" E, 63.26 FEET; 12.)THENCE S 56° 07' 33" E, 460.62 FEET; 13.)THENCE S 88° 38' 45" E, 10.23 FEET TO THE NORTHWEST CORNER OF LOT 17, SAID THE WILLOWS AT GRAND PARK, FILING NO. 2; THENCE THE FOLLOWING (3) THREE COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 2: 1.)THENCE S 88° 38' 45" E, 181.60 FEET; 2.)THENCE N 04° 16' 46" W, 252.43 FEET; 3.)THENCE N 62° 16' 12" E, 47.80 FEET TO THE WEST BOUNDARY OF SAID REPLAT OF LOT 25, THE WILLOWS AT GRAND PARK, FILING NO. 2; THENCE THE FOLLOWING (3) THREE COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID REPLAT OF LOT 25, THE WILLOWS AT GRAND PARK, FILING NO. 2; 1.)THENCE N 24° 43' 32" W, 51.33 FEET; 2.)THENCE N 67° 41' 29" E, 130.00 FEET; 3.)THENCE S 29° 03' 07" E, 106.24 FEET TO THE NORTH LINE OF LOT 26, SAID WILLOWS AT GRAND PARK, FILING NO. 2: THENCE THE FOLLOWING (9) NINE COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 2: 1.)THENCE N 83° 18' 27" E, 36.68 FEET; 2.)THENCE S 49° 30' 17" E, 4.53 FEET; 3.)THENCE S 25° 43' 52" E, 130.96 FEET; 4.)THENCE S 64° 44' 28" W, 134.63 FEET TO A POINT OF NON-TANGENT CURVATURE; 5.)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 278.00 FEET, A CENTRAL ANGLE OF 05° 13' 22" AND AN ARC LENGTH OF 25.34 FEET, THE CHORD OF WHICH BEARS S 18° 55' 15" E, 25.33 FEET; 6.)THENCE N 77° 03' 17" E, 99.57 FEET; 7.)THENCE S 12° 56' 43" E, 70.41 FEET; 8.)THENCE S 01° 51' 48" W, 72.35 FEET; 9.)THENCE S 16° 04' 57" E, 34.86 FEET TO THE NORTHWEST CORNER OF LOT 34, SAID THE WILLOWS AT GRAND PARK, FILING NO. 3; THENCE THE FOLLOWING (24) TWENTY FOUR COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 3: 1.)THENCE S 65° 07' 48" E, 46.55 FEET; 2.)THENCE N 27° 58' 03" E, 101.66 FEET; 3.)THENCE S 62° 01' 57" E, 62.05 FEET; 4.)THENCE N 26° 45' 37" E, 114.78 FEET; 5.)THENCE S 62° 57' 00" E, 138.18 FEET; 6.)THENCE S 17° 02' 40" E, 143.76 FEET; 7.)THENCE S 71° 11' 08" W, 112.82 FEET; 8.)THENCE N 64° 46' 22" W, 24.79 FEET TO A POINT OF NON-TANGENT CURVATURE; 9.)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 70.00 FEET, A CENTRAL ANGLE OF 39° 08' 31" AND AN ARC LENGTH OF 47.82 FEET, THE CHORD OF WHICH BEARS S 64° 32' 18" W, 46.80 FEET; 10.)THENCE S 14° 23' 58" E, 46.85 FEET; 11.)THENCE S 16° 13' 22" E, 141.28 FEET; 12.)THENCE S 53° 31' 41" W, 89.91 FEET TO A POINT OF NON-TANGENT CURVATURE; 13.)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 272.00 FEET, A CENTRAL ANGLE OF 08° 07' 12" AND AN ARC LENGTH OF 38.55 FEET, THE CHORD OF WHICH BEARS S 48° 08' 29" E, 38.52 FEET; 14.)THENCE N 42° 02' 41" E, 105.03 FEET; 15.)THENCE S 66° 18' 09" E, 53.33 FEET; 16.)THENCE S 87° 44' 13" E, 102.24 FEET; 17.)THENCE S 72° 40' 16" E, 39.43 FEET; LEGAL DESCRIPTION CONTINUED ON PAGE 2 LEGAL DESCRIPTION 2W.1 OWNER CERTIFICATE IN WITNESS WHEREOF, OLHASSO II, JOHN BERNARD TRUST HAS CAUSED HIS/HER NAME TO BE HEREUNDER SUBSCRIBED THIS_______DAY OF___________, 20_____. _________________________________________ OWNER STATE OF COLORADO )) )SS. COUNTY OF __________ ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS_______DAY OF_______, 20__, BY__________________AS OWNER OF OLHASSO II, JOHN BERNARD TRUST. WITNESS MY HAND AND OFFICIAL SEAL _________________________________________ NOTARY PUBLIC MY COMMISSION EXPIRES:______________________ COVER SHEET 1 OF 15 LEGAL DESCRIPTION 2 OF 15 EXISTING CONDITIONS 3 OF 15 2W BOUNDARY PLAN 4 OF 15 SITE PLAN 5,6 OF 15 OPEN SPACE PLAN 8 OF 15 LANDSCAPE PLAN 9,10 OF 15 LIGHTING PLAN 11 OF 15 PHASING PLAN 12 OF 15 TRANSIT PLAN 13 OF 15 GRADING AND DRAINAGE PLAN 14 OF 15 UTILITY PLAN 15 OF 15 SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 1 - c o v e r . d w g LEGAL DESCRIPTION 2W.1 (CONTINUED) LEGAL DESCRIPTION 2 18.)THENCE S 15° 44' 16" E, 124.57 FEET; 19.)THENCE S 81° 26' 17" E, 40.44 FEET TO THE NORTHEASTERLY CORNER OF TRACT “J”; 20.)THENCE S 08° 33' 43" W, 56.00 FEET TO THE SOUTHEASTERLY CORNER OF TRACT “M”; 21.)THENCE N 81° 26' 17” W, 208.87 FEET TO A POINT OF CURVATURE; 22.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 53° 04' 19", AND AN ARC LENGTH OF 303.82 FEET, THE CHORD OF WHICH BEARS N 54° 54' 07" W, 293.07 FEET; 23.)THENCE N 28° 21' 58" W, 93.12 FEET TO A POINT OF CURVATURE; 24.)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 172.00 FEET, A CENTRAL ANGLE OF 49° 54' 09", AND AN ARC LENGTH OF 149.81 FEET, THE CHORD OF WHICH BEARS N 53° 19' 03" W,145.12 FEET TO THE SOUTHWESTERLY CORNER OF TRACT “M” BEING COINCIDENT WITH THE SOUTHEASTERLY CORNER OF TRACT “G” OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 2; THENCE THE FOLLOWING (4) FOUR COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 2: 1.)THENCE N 78° 16' 07" W, 211.95 FEET TO A POINT OF CURVATURE; 2.)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 372.00 FEET, A CENTRAL ANGLE OF 12° 55' 26", AND AN ARC LENGTH OF 83.91 FEET, THE CHORD OF WHICH BEARS N 84° 43' 50" W,83.73 FEET; 3.)THENCE S 88° 48' 26" W, 54.99 FEET TO A POINT OF CURVATURE; 4.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 13° 49' 19", AND AN ARC LENGTH OF 79.13 FEET, THE CHORD OF WHICH BEARS N 84° 16' 54" W, 78.93 FEET TO A POINT OF COMPOUND CURVATURE BEING THE SOUTHWESTERLY CORNER OF TRACT “G” BEING COINCIDENT WITH THE SOUTHEASTERLY CORNER OF TRACT “D” OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 1; THENCE THE FOLLOWING (8) EIGHT COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 1: 1.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 13° 14' 47", AND AN ARC LENGTH OF 75.83 FEET, THE CHORD OF WHICH BEARS N 70° 44' 51" W, 75.66 FEET 2.)THENCE N 64° 07' 28" W, 101.58 FEET TO A POINT OF CURVATURE; 3.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 678.00 FEET, A CENTRAL ANGLE OF 12° 48' 11", AND AN ARC LENGTH OF 151.50 FEET, THE CHORD OF WHICH BEARS N 57° 43' 22" W, 151.19 FEET TO A POINT OF NON-TANGENCY; 4.)THENCE S 38° 40' 43” W, 38.80 FEET; 5.)THENCE N 34° 28' 52" W, 210.64 FEET TO A POINT OF CURVATURE; 6.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3464.00 FEET, A CENTRAL ANGLE OF 02° 53' 42", AND AN ARC LENGTH OF 175.02 FEET, THE CHORD OF WHICH BEARS N 33° 02' 01" W,175.00 FEET; 7.)THENCE N 31°35'10” W, 198.76 FEET TO A POINT OF CURVATURE; 8.)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1674.85 FEET, A CENTRAL ANGLE OF 01° 24' 04", AND AN ARC LENGTH OF 40.96 FEET, THE CHORD OF WHICH BEARS N 30° 29' 47" W, 40.96 FEET TO THE POINT OF BEGINNING. AREA = 10.713 ACRES, MORE OR LESS. LEGAL DESCRIPTION 2W.2 PHASE 1 A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE N 72°00'35" W, 1292.37 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 55° 40' 13" W, 476.68 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1164.00 FEET, A CENTRAL ANGLE OF 21° 11' 21" AND AN ARC LENGTH OF 430.47 FEET, THE CHORD OF WHICH BEARS N 45° 04' 32" W, 428.02 FEET; THENCE N 34° 28' 52" W, 139.00 FEET TO THE SOUTHERLY CORNER OF TRACT B, THE WILLOWS AT GRAND PARK, FILING NO. 1 RECORDED AT RECEPTION NO. 2015004926, SAID COUNTY OF GRAND RECORDS; THENCE ALONG THE SOUTHERLY LINES OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 1, THE WILLOWS AT GRAND PARK, FILING NO. 2 RECORDED AT RECEPTION NO. 2016006979, AND THE WILLOWS AT GRAND PARK, FILING NO. 3 RECORDED AT RECEPTION NO. 2016006982, ALL IN SAID COUNTY OF GRAND RECORDS, THE FOLLOWING TEN (10) COURSES AND DISTANCES: 1)THENCE N 38° 40' 43" E, 38.80 FEET TO A POINT OF NON-TANGENT CURVATURE; 2)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 678.00 FEET, A CENTRAL ANGLE OF 12° 48' 11" AND AN ARC LENGTH OF 151.50 FEET, THE CHORD OF WHICH BEARS S 57° 43' 22" E, 151.19 FEET; 3)THENCE S 64° 07' 28" E, 101.58 FEET TO A POINT OF CURVATURE; 4)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 27° 04' 06" AND AN ARC LENGTH OF 154.96 FEET, THE CHORD OF WHICH BEARS S 77° 39' 31" E, 153.52 FEET; 5)THENCE N 88° 48' 26" E, 54.99 FEET TO A POINT OF CURVATURE; 6)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 372.00 FEET, A CENTRAL ANGLE OF 12° 55' 26" AND AN ARC LENGTH OF 83.91 FEET, THE CHORD OF WHICH BEARS S 84° 43' 50" E, 83.73 FEET; 7)THENCE S 78° 16' 07" E, 211.95 FEET TO A POINT OF CURVATURE; 8)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 172.00 FEET, A CENTRAL ANGLE OF 49° 54' 09" AND AN ARC LENGTH OF 149.81 FEET, THE CHORD OF WHICH BEARS S 53° 19' 03" E, 145.12 FEET; 9)THENCE S 28° 21' 58" E, 93.12 FEET TO A POINT OF CURVATURE; 10)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 23° 06' 34" AND AN ARC LENGTH OF 132.29 FEET, THE CHORD OF WHICH BEARS S 39° 55' 15" E, 131.40 FEET; S 59° 28' 19" W, 185.24 FEET; S 34° 19' 47" W, 42.74 FEET; S 16° 09' 48" E, 53.16 FEET; S 34° 19' 47" W, 70.93 FEET TO THE TRUE POINT OF BEGINNING. AREA= 6.200 ACRES, MORE OR LESS. PHASE 2 A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE N 82°12'21" W, 814.03 FEET TO A POINT ON NON-TANGENT CURVATURE AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2036.00 FEET, A CENTRAL ANGLE OF 00° 32' 07", AND AN ARC LENGTH OF 19.03 FEET, THE CHORD OF WHICH BEARS N 55° 24' 09" W, 19.03 FEET; THENCE N 55° 40' 13" W, 492.87 FEET TO THE SOUTH CORNER OF ALPENGLOW AT GRAND PARK FILING NO. W, A SUBDIVISION PLAT RECORDED IN THE GRAND COUNTY CLERK AND RECORDER'S OFFICE; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID ALPENGLOW AT GRAND PARK FILING NO. 1 PLAT, THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1)THENCE N 34° 19' 47" E, 70.93 FEET; 2)THENCE N 16° 09' 48" W, 53.16 FEET; 3)THENCE N 34° 19' 47" E, 42.74 FEET; 4)THENCE N 59° 28' 19" E, 185.24 FEET TO A POINT ON THE SOUTH LINE OF THE WILLOWS AT GRAND PARK FILING NO. 3, A SUBDIVISION PLAT RECORDED AT RECEPTION NO. 2016006982, SAID GRAND COUNTY RECORDS AND A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE SOUTH AND EAST LINES OF SAID WILLOWS AT GRAND PARK FILING NO. 3, THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1)THENCE ALONG THE ARC OF A NON-TANGNENT CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 29° 57' 45", AND AN ARC LENGTH OF 171.53 FEET, THE CHORD OF WHICH BEARS S 66° 27' 24" E,169.58 FEET; 2)THENCE S 81° 26' 17" E, 208.87 FEET; 3)THENCE N 08° 33' 43" E, 40.93 FEET TO A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 128.53 FEET, A CENTRAL ANGLE OF 08° 52' 14" AND AN ARC LENGTH OF 19.90 FEET, THE CHORD OF WHICH BEARS S 61° 02' 06" E, 19.88 FEET; THENCE S 56° 37' 30" E, 14.62 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 73° 35' 37" AND AN ARC LENGTH OF 32.11 FEET, THE CHORD OF WHICH BEARS N 86° 34' 42" E, 29.95 FEET; THENCE S 40° 13' 07" E, 60.00 FEET TO A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 168.00 FEET, A CENTRAL ANGLE OF 28° 12' 36", AND AN ARC LENGTH OF 82.72 FEET, THE CHORD OF WHICH BEARS S 35° 40' 35" W, 81.88 FEET; THENCE S 21° 34' 17" W, 46.31 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 530.00 FEET, A CENTRAL ANGLE OF 12° 45' 27", AND AN ARC LENGTH OF 118.01 FEET, THE CHORD OF WHICH BEARS S 27° 57' 01" W, 117.77 FEET; THENCE S 34° 19' 45" W, 235.05 FEET TO THE TRUE POINT OF BEGINNING. AREA= 4.521 ACRES, MORE OR LESS PHASE 3 A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE S 72°02'19" W, 503.69 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 49° 40' 55" W, 228.06 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2036.00 FEET, A CENTRAL ANGLE OF 05° 27' 11" AND AN ARC LENGTH OF 193.77 FEET, THE CHORD OF WHICH BEARS N 52° 24' 30" W, 193.70 FEET TO A POINT ON THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF AMERICAN WILLOW DRIVE; THENCE ALONG THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF SAID AMERICAN WILLOW DRIVE, THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1)THENCE N 34° 19' 45" E, 235.05 FEET TO A POINT OF CURVATURE; 2)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 530.00 FEET, A CENTRAL ANGLE OF 12° 45' 27", AND AN ARC LENGTH OF 118.01 FEET, THE CHORD OF WHICH BEARS N 27° 57' 01" E,117.77 FEET; 3)THENCE N 21° 34' 17" E, 46.31 FEET TO A POINT OF CURVATURE; 4)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 168.00 FEET, A CENTRAL ANGLE OF 28° 12' 36" AND AN ARC LENGTH OF 82.72 FEET, THE CHORD OF WHICH BEARS N 35° 40' 35" E, 81.88 FEET; THENCE N 40° 13' 07" W, 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF AMERICAN WILLOW DRIVE AND A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINES OF SAID AMERICAN WILLOW DRIVE, THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 228.00 FEET, A CENTRAL ANGLE OF 23° 54' 44", AND AN ARC LENGTH OF 95.16 FEET, THE CHORD OF WHICH BEARS N 61° 44' 15" E, 94.47 FEET; 2)THENCE N 73° 41' 37" E, 145.45 FEET; THENCE S 44° 41' 17" E, 254.65 FEET; THENCE S 10° 25' 02" W, 32.92 FEET; THENCE S 56° 17' 11" W, 117.36 FEET; THENCE S 00° 22' 54" W, 311.01 FEET; THENCE S 40° 19' 05" W, 282.32 FEET TO THE TRUE POINT OF BEGINNING. AREA= 6.105 ACRES, MORE OR LESS | | | | | | || | | | | | | | S S WMWM SSSS WM BL D G . 1 3 S S > > > > > > > > > > > >> X X X X > P B A U G PB P B WM FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F E500 E500 E500 E500 E500 E500 E500 E500 E500 E500E500E500E500E500E500E500E500E500 E500 E500 E500 E500 E500 E500 E500 E500 E500 E500 E500 E500 GS GS G S ES ES ES ES ES ES ES E V C E N T E R S S WMWM SSSS WM BL D G . 1 3 S S > > > > > > > > > > > >> X X X X > P B A U G PB P B WM FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F E500 E500 E500 E500 E500 E500 E500 E500 E500 E500E500E500E500E500E500E500E500E500 E500 E500 E500 E500 E500 E500 E500 E500 E500 E500 E500 E500 GS GS G S ES ES ES ES ES ES ES E V C E N T E R 2W.1 2.62 AC UNDEVELOPED FUTURE DEVELOPMENT LOTS 56-67, WILLOW DUPLEXES IN FPDP TO BE REMOVED. PLAT NEVER RECORDED 56 57 58 59 60 61 62 63 64 65 66 67 EX. COZEN DITCH 2W.1 10.7 AC UNDEVELOPED FUTURE DEVELOPMENT RAILROAD ROW RAILROAD ROW FLOODPLAIN BOUNDARY EX. COZEN DITCH OLD VICTORY RD. A M E R I C A N W I L L O W D R . MOUNTAIN W I L L O W D R . OLD VICT O R Y R D . MOU N T A I N W I L L O W D R . 30% SLOPES 25 WETLANDS NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 2W.1 2.62 AC p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 3 - s i t e p l a n e x . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK EXISTING CONDITIONS 3 LEGEND EXISTING 2W PLANNING AREA BOUNDARY EXISTING CONDITIONS 10' CONTOURS 2' CONTOURS EXISTING 2W.1 DEVELOPMENT BOUNDARY 0 Scale: 1"= 100'-0" 50 10 0 20 0N Know what's below. before you dig.Call R EXISTING COZEN DITCH 30% OR GREATER SLOPES EXISTING WETLANDS | | | | | | | || | | | | | | | 18' 28' 28' S S WM> > > > > > >PB PB WM S S GS GS GS GS GS ES ES ES ES ES ES S S WM> > > > > > >PB PB WM S S GS GS GS GS GS ES ES ES ES ES ES EX. COZEN DITCH 2W.1 10.7 AC EX. COZEN DITCH POTENTIAL FUTURE CONNECTION FLOODPLAIN BOUNDARY OLD VICTORY RD. A M E R I C A N W I L L O W D R . MOUNTAIN W I L L O W D R . OLD VICTO R Y R D . MOU N T A I N W I L L O W D R . RAILROAD ROW RAILROAD ROW 2W.2 16.8 AC p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 2 - b o u n d r y . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK BOUNDARY PLAN 4 LEGEND DEVELOPMENT BOUNDARY 0 Scale: 1"= 100'-0" 50 10 0 20 0N Know what's below. before you dig.Call R EXISTING COZEN DITCH 10' CONTOURS 2' CONTOURS 2W.2 UP UP UP UP UP . G1 G1 G1 G1 G1 G1 G1 G2 CLUBHOUSE SKI STORAGE POOL & DECK R26' R38'-0" PLAT BOUNDARY PLAT BOUNDARY 10'-0" 13'-3" 5' 5' 5' 5' 5' 24'- 4 " 20' STORM EASEMENT BOUNDARY LINE ROW FLOODPLAIN BOUNDARY REALIGNED COZEN DITCH ROW TURN-AROUND EASEMENT POSSIBLE FUTURE CONNECTION OLD VICTORY ROAD ROW TO BE PLATTED BY SEPARATE DOCUMENT O L D V I C T O R Y R D . O L D V I C T O R Y R D . M O U N T A I N W I L L O W D R I V E AM E R I C A N W I L L O W D R I V E M O U N T A I N W I L L O W D R . LOT 1 PHASE 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 15 LOT 14 LOT 16 PHASE 2 PHASE 3 PIPE p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 5 - s i t e p l a n p r . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK OVERALL SITE PLAN 5 LEGEND 0 Scale: 1"= 100'-0" 50 10 0 20 0N Know what's below. before you dig.Call R 2W.2 BOUNDARY REALIGNED COZEN DITCH SNOW STORAGE AREA 30% OR GREATER SLOPES UP UP UP G1 G1 G1 G1 G1 G1 G1 G2 > S T ST ST ST 10' 20' 26' 26' 20' 10' R25' 24' 24' 26' 26' 24' R25' R25' R25' R25' R25' R25'24' 20'BUILDING SETBACK 15' IMPROVEMENT SETBACK 10'-0" 5' 26' 26' 24' 26' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 5' 5' 5' 5' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' 18'-10" 19'-10" 28'-11" 13'-9" 31'-7" 12' 12' 18'-4" 26' 20' STORM EASEMENT O L D V I C T O R Y R D . M O U N T A I N W I L L O W D R I V E AM E R I C A N W I L L O W D R I V E M O U N T A I N W I L L O W D R . BUILDING L TYPE II BUILDING J TYPE I BUILDING K TYPE II BUILDING H TYPE II BUILDING I TYPE II BUILDING G TYPE I BUILDING E TYPE I BUILDING F TYPE II PHASE 1 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 15 LOT 14 LOT 16 PHASE 2 13'-11" p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 5 - s i t e p l a n p r . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK SITE PLAN 6 LEGEND 0 Scale: 1"= 50'-0" 25 50 10 0N Know what's below. before you dig.Call R 2W.2 BOUNDARY REALIGNED COZEN DITCH SNOW STORAGE AREA 30% OR GREATER SLOPES UP UP UP UP UP . > > ST ST ST CLUBHOUSE SKI STORAGE POOL & DECK R26' R38'-0" PLAT BOUNDARY PLAT BOUNDARY 10' 20' 10' 20' 20'10' 5' 26' 26' 20' 10' 26' 5' 26' 24' R25' 24' 24' 26' 26' 24' 26' 26'26' 24' 24' 26' 24' 24' 5' R25' R25' R25' R25' R25' R25'24' R25' R25' R25' R25' R25' R25' R25' R25' 51'-6" 26'-10" 20'BUILDING SETBACK 15' IMPROVEMENT SETBACK 10'-0" 13'-3" 5' 5' 5' 5' 5' 24'- 4 " 28'-6" 26' 5' R25' R25' 18'-10" 19'-10" 18'-4" 60' 26' 20' STORM EASEMENT BOUNDARY LINE ROW FLOODPLAIN BOUNDARY REALIGNED COZEN DITCH ROW TURN-AROUND EASEMENT POSSIBLE FUTURE CONNECTION OLD VICTORY ROAD ROW TO BE PLATTED BY SEPARATE DOCUMENT O L D V I C T O R Y R D . AM E R I C A N W I L L O W D R I V E BUILDING H TYPE II BUILDING G TYPE I BUILDING E TYPE I BUILDING F TYPE II BUILDING D TYPE I BUILDING C TYPE I BUILDING B TYPE II BUILDING A TYPE II LOT 1 PHASE 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 PHASE 2 PHASE 3 24' 60' PIPE p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 5 - s i t e p l a n p r . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK SITE PLAN 7 LEGEND 0 Scale: 1"= 50'-0" 25 50 10 0N Know what's below. before you dig.Call R 2W.2 BOUNDARY REALIGNED COZEN DITCH SNOW STORAGE AREA 30% OR GREATER SLOPES > > > > > > > > > > > > . G1 G1 G1 G1 G1 G1 G1 G2 2W.1 OPEN SPACE 2W.1 OPEN SPACE OPEN SPACE TRACT A TRACT A TRACT A TRACT B M O U N T A I N W I L L O W D R . O L D V I C T O R Y R D . MOUNTAI N W I L L O W D R . AM E R I C A N W I L L O W D R . O L D V I C T O R Y R D . MOUN T A I N W I L L O W D R . CLUBHOUSE BUILDING C POOL AMENITY LOT 5 LOT 9 LOT 12 LOT 13 LOT 14 LOT 1 LOT 2 LOT 3 LOT 4 LOT 7 LOT 8 LOT 11 LOT 15 LOT 16 SKI STORAGE p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 4 - l a n d s c a p e . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK OPEN SPACE PLAN 80 Scale: 1"= 100'-0" 50 10 0 20 0N Know what's below. before you dig.Call R LEGEND DEVELOPMENT BOUNDARY COMMON OPEN SPACE G1 G1 G1 G1 G1 G1 G1 G2 * O L D V I C T O R Y R D . MOUNTAI N W I L L O W D R . MOUN T A I N W I L L O W D R . LOT 9 LOT 12 LOT 13 LOT 14 LOT 11 LOT 15 LOT 16 p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 4 - l a n d s c a p e . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK LANDSCAPE PLAN 100 Scale: 1"= 50'-0" 25 50 10 0N Know what's below. before you dig.Call R COMMON NAME BOTANICAL NAME % OF MIX APPLICATION RATE 1.SEED APPLICATION: DRILL SEED 0.25"-0.5" INTO THE SOIL. IN AREAS NOT ACCESSIBLE TO A DRILL HAND BROADCAST AT DOUBLE THE ABOVE RATE AND RAKE 0.25"-0.5" INTO THE SOIL. ON SLOPES STEEPER THAT 2:1 HYDROSEED AT DOUBLE THE RATE. 2.SOIL AMENDMENTS: PREPARE SOIL WITH SAND BASED GRANULAR HUMATE AT THE RATE OF 435 LBS. PER ACRE. 3.FERTILIZATION APPLICATION: APPLY BIOSOL ALL NATURAL ORGANIC FERTILIZER AT THE RATE OF 1800 LBS. PER ACRE IN ALL SEEDING AREAS. 4.HYDROMULCH APPLICATION: HYDROMULCH SHALL CONSIST OF CELLULOSE FIBER MULCH AND MULCH TACKIFIER AND SHALL BE APPLIED AT THE RATES OF 2.000 LBS. PER ACRE AND 100 LBS. PER ACRE CONSECUTIVELY. MANCHAR SMOOTH BROME BROMUS INERMIS LEYSS 20%10.0 POTOMAC ORCHARD DACTYLIS GLOMERATA L.20%10.0 PUBESCENT WHEATGRASS AGROPYRON TRICHOPHORUM 20%10.0 PERENNIAL RYE LOLIUM PERENNE L. 11%5.5 REUBENS CANADA BLUE POA COMPRESSA 10%5.0 ANNUAL RYE LOLIUM MULTIFLORUM LAM.10%5.0 TIMOTHY PHLEUM PRATENSE 5%2.5 CICER MILKVETCH ASTRAGALUS CICER L.2%1.0 ALSIKE CLOVER TRIFOLIUM HYBRIDUM 2%1.0 TOTAL 50.0 LBS/PLS/ACRE NATIVE GRASS MIX PLANT SCHEDULE LANDSCAPE NOTE: A LANDSCAPE CONCEPT HAS BEEN DEVELOPED TO REINFORCE AND ENHANCE THE NATURAL CHARACTER OF THE NEIGHBORHOOD. THE NEIGHBORHOOD IS NESTLED WITHIN THE UPLANDS OF THE MEADOWS. THE NATIVE VEGETATION INCLUDES ASPENS, WILLOWS, AND OTHER RIPARIAN PLANTS. THE INTENT OF THE LANDSCAPE CONCEPT IS TO INTEGRATE THE RIPARIAN ZONE INTO THE NEIGHBORHOOD. THE LANDSCAPE PALETTE WILL INCLUDE NATIVE GRASS WITH LOW GROWING RIPARIAN PLANTS AS THE UNDERSTORY AND GROUPINGS OF PINES AND ASPENS. EROSION CONTROL BEST MANAGEMENT PRACTICES WILL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. LEGEND DEVELOPMENT BOUNDARY SHRUB BEDS NATIVE SEED *MONUMENT SIGN LOCATION MATC H L I N E S H E E T 8 > > > > > > > > > > > > > > > > > > > > > > > . > > E E E E E E E E * * TRACT A TRACT A TRACT A TRACT B MOUNTAI N W I L L O W D R . AM E R I C A N W I L L O W D R . O L D V I C T O R Y R D . CLUBHOUSE BUILDING C POOL AMENITY LOT 5 LOT 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 7 LOT 8 LOT 11 SKI STORAGE p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 4 - l a n d s c a p e . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK LANDSCAPE PLAN 90 Scale: 1"= 50'-0" 25 50 10 0N Know what's below. before you dig.Call R COMMON NAME BOTANICAL NAME % OF MIX APPLICATION RATE 1.SEED APPLICATION: DRILL SEED 0.25"-0.5" INTO THE SOIL. IN AREAS NOT ACCESSIBLE TO A DRILL HAND BROADCAST AT DOUBLE THE ABOVE RATE AND RAKE 0.25"-0.5" INTO THE SOIL. ON SLOPES STEEPER THAT 2:1 HYDROSEED AT DOUBLE THE RATE. 2.SOIL AMENDMENTS: PREPARE SOIL WITH SAND BASED GRANULAR HUMATE AT THE RATE OF 435 LBS. PER ACRE. 3.FERTILIZATION APPLICATION: APPLY BIOSOL ALL NATURAL ORGANIC FERTILIZER AT THE RATE OF 1800 LBS. PER ACRE IN ALL SEEDING AREAS. 4.HYDROMULCH APPLICATION: HYDROMULCH SHALL CONSIST OF CELLULOSE FIBER MULCH AND MULCH TACKIFIER AND SHALL BE APPLIED AT THE RATES OF 2.000 LBS. PER ACRE AND 100 LBS. PER ACRE CONSECUTIVELY. MANCHAR SMOOTH BROME BROMUS INERMIS LEYSS 20%10.0 POTOMAC ORCHARD DACTYLIS GLOMERATA L.20%10.0 PUBESCENT WHEATGRASS AGROPYRON TRICHOPHORUM 20%10.0 PERENNIAL RYE LOLIUM PERENNE L. 11%5.5 REUBENS CANADA BLUE POA COMPRESSA 10%5.0 ANNUAL RYE LOLIUM MULTIFLORUM LAM.10%5.0 TIMOTHY PHLEUM PRATENSE 5%2.5 CICER MILKVETCH ASTRAGALUS CICER L.2%1.0 ALSIKE CLOVER TRIFOLIUM HYBRIDUM 2%1.0 TOTAL 50.0 LBS/PLS/ACRE NATIVE GRASS MIX PLANT SCHEDULE LANDSCAPE NOTE: A LANDSCAPE CONCEPT HAS BEEN DEVELOPED TO REINFORCE AND ENHANCE THE NATURAL CHARACTER OF THE NEIGHBORHOOD. THE NEIGHBORHOOD IS NESTLED WITHIN THE UPLANDS OF THE MEADOWS. THE NATIVE VEGETATION INCLUDES ASPENS, WILLOWS, AND OTHER RIPARIAN PLANTS. THE INTENT OF THE LANDSCAPE CONCEPT IS TO INTEGRATE THE RIPARIAN ZONE INTO THE NEIGHBORHOOD. THE LANDSCAPE PALETTE WILL INCLUDE NATIVE GRASS WITH LOW GROWING RIPARIAN PLANTS AS THE UNDERSTORY AND GROUPINGS OF PINES AND ASPENS. EROSION CONTROL BEST MANAGEMENT PRACTICES WILL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. LEGEND DEVELOPMENT BOUNDARY SHRUB BEDS NATIVE SEED *POSSIBLE MONUMENT SIGN LOCATION MATC H L I N E S H E E T 9 WM . > > ST STST O L D V I C T O R Y R D . STREET LIGHT TYP. CLUBHOUSE POOL & DECK MOUNTAIN W I L L O W D R I V E AM E R I C A N W I L L O W D R I V E LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 11 LOT 12 LOT 13 LOT 15 LOT 14 LOT 16 SKI STORAGE p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 6 - l i g h t i n g p l a n . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK 11 LEGEND 0 Scale: 1"= 60'-0" 30 60 12 0N Know what's below. before you dig.Call R DEVELOPMENT BOUNDARY LIGHTING PLAN LEGEND LIGHT POLE LIGHT POLE 1. LIGHT POLE SHALL MATCH EXISTING LIGHTPOLES WITHIN THE GRAND PARK DEVELOPMENT OR APPROVED EQUAL BY OWNER. LIGHTING SCHEDULE QTY ITEM SPECIFICATION 7 LIGHT POLE LIGHT POLE SHALL MATCH MODEL AND STYLE OF EXISTING LIGHT POLES WITHIN THE GRAND PARK DEVELOPMENT. SEE DETAIL ABOVE. LIGHT WM . BOUNDARY LINE ROW POSSIBLE FUTURE CONNECTION > > ST ST ST O L D V I C T O R Y R D . BOUNDARY LINE ROW 10' UTILITY AND SNOW STORAGE EASEMENT OLD VICTORY ROAD ROW TO BE DEDICATED BY SEPARATE DOCUMENT STREET LIGHT TYP. STREET LIGHT TYP. CLUBHOUSE POOL & DECK MOUNTAIN W I L L O W D R I V E AM E R I C A N W I L L O W D R I V E TRASH TRASH PHASE 1 PHASE 3 PHASE 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 11 LOT 12 LOT 13 LOT 15 LOT 14 LOT 16 SKI STORAGE p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 6 - l i g h t i n g p l a n . d w g SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK 12 LEGEND 0 Scale: 1"= 60'-0" 30 60 12 0N Know what's below. before you dig.Call R DEVELOPMENT BOUNDARY PHASING PLAN PHASE 1 PHASE 2 PHASE 3 133' 175' 155' 16 0 ' GS GS GS W W E E FO F O SAW CUT FI N A L R O A D P A T C H TO E N C O M P A S S A L L TE M P O R A R Y P A T C H E S (A P P R O X 1 0 ' ) FUTURE SAN SEWER FINAL ROAD PATCH OL D V I C T O R Y R O A D US H W Y 4 0 3Wc 6W 7W 13Wa 10W 9Wb COZENS MEADOW AT GRAND PARK MARY & STEVEN SUMRALL EXCEPTION PARCEL (BK. 442 PG. 607) ZONED B-BUSINESS (FRASER) COZENS POINTE ELK CREEK AT GRAND PARK THE VILLAGE 2W.2 4W H W Y 4 0 U N I O N P A C I F I C R A I L R O A D OLD VICTORY ROAD HW Y 4 0 * H W Y 4 0 * * ** * * * 4W.1 O L D V I C T O R Y R O A D GRAND P A R K D R I V E CR - 7 2 p: \ c o r n e r s t o n e m a s t e r f o l d e r \ g r a n d p a r k \ g r a n d p a r k m e a d o w \ 2 w - w i l l o w s \ _ w i l l o w s a p a r t m e n t s \ c a d \ s u b m i t t a l s \ s u b m i t t a l 3 - f p d p \ 6 - t r a n s p o p l a n s . d w g PUBLIC TRANSIT PLAN 13 LEGEND Scale: 1"= 300' 0 15 0 30 0 60 0N CURRENT BUS ROUTE SHEET OF 15 DECEMBER 22, 2022 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK NOTE: BUS ROUTES AND STOPS MAY VARY FROM THAT SHOWN AT THE DISCRETION OF THE TRANSIT ADVISORY COMMITTEE. STSTST > > >> > > > > > > >> > > > > > > > > > > > > > > > > > > >> > > > > > > >> > > > >> > > >> > > > > > > > > > > > > > > >>>> > >> >>>> > > > > > >>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ST 0 8 ST 0 8 ST 0 8 ST ST ST ST ST ST ST ST ST > > > > > > > CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I FFE 95.86 FFE 94.36 FFE 93.89 FFE 92.39 FFE 93.24 FFE 90.71 FFE 85.0 FFE 86.25 FFE 89.61 FFE 88.11FFE 87.24 FFE 85.74 FFE 86.0 869 5 86958694 87038704 8700 8 7 0 0 8715 8725 8710 8705 8700 8695 86908689 8685 86 7 5 8675 86808679 86 7 5 8675 8660 86 5 1 8669 8665 8 6 6 4 8675 8 6 8 5 8 6 9 0 86 9 0 8684 868 5 868 3 86 8 3 86 8 9 86 9 0 8686 86 9 0 8 6 9 4 8693 869 3 869 1 8 6 9 2 8692 86 9 1 86 8 9 86 8 8 8685868386848686 86 8 0 8695 8690 8687 868 6 86 8 6 8 6 8 4 8 6 9 2 EX. 18" RAILROAD CULVERT EX. 3-18" RCP RELOCATED INLET & 24" STORM FROM OVR OVERTOPS MWD & TRAVELS DOWN CULDESAC BUILDING J 18" RCP EAST SIDE DRAINS HERE PROP. 3-24" COZEN'S DITCH CULVERTS RELOCATED COZEN'S DITCH EX. 18" RAILROAD CULVERT BYPASSES SITE RAILROAD D O W N G R A D E T O W E S T RAILROAD DOWNGRADE TO WEST RAI L R O A D D O W N G R A D E T O W E S T EXISTING WILLOWS DEVELOPMENT EXISTING WILLOWS DEVELOPMENT TRASH TRASH TRASH TRASH ACCESSIBLE PARKING/RAMP TYPICAL ACCESSIBLE PARKING/RAMP TYPICAL RELOCATED COZEN'S DITCH EX. COZEN'S DITCH EX. MEADOW TRAIL EX. COZEN'S DITCH EX. COZEN'S DITCHEX. COZEN'S DITCH UNFINISHED FEATURE POND FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT SIDE WALKS TYPICAL BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F FUTURE AMENITY (PLAYGROUND) OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT D TRACT E TRACT E 8685 8680 8690 8703 8710 86998699 86938694 8695 8 6 9 5 8 6 8 0 8 6 8 1 8 6 8 0 867 8 868 0 8678 8676 8682 86858680 8 6 7 8 8677 8 6 7 7 8 6 7 7 8 6 7 7 86 7 7 867 8 8690 8 6 8 0 8694 8694 8686 POND 1 DETENTION WATER QUALITY FEATURE POND 2 DETENTION WATER QUALITY COZEN'S DITCH STORMWATER DIVERSION INTO POND 4 8668 86 7 7 86 7 8 PROP. 2-24" RCP TEMPORARY SEDIMENTATION BASIN GRADING & DRAINAGE PLAN80' SCALE 1:80 0 DRAINAGE FLOW DIRECTION TYPICAL DECEMBER 22, 2022 SHEET 14 OF 15 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 5 - F P D P \ 1 9 0 0 8 G P W A F P D P . d w g , 1 2 / 7 / 2 0 2 2 4 : 2 6 : 0 4 P M , P r e v i o u s p a p e r s i z e ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K XW XW XW XW XW X W X W X W X W X W XS XS XS XS XS XS XS X S X S ST xws xws xws xws xws x w s x w s xw s xw s xws xws xs s x s s x s s x s s x s s x s s x s s x s s x s s xs s xss xws xs s xss xss xs s x s s x s s x s s x s s xss xss xs s x s s x s s x s s x s s xws xws xws xws STST E E E E E E EE E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G E E E E E E G G G G G G G G G G xss xss X S X S X S xss xss xss xss xss xw s xw s X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XS XS XS XSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXS x w s x w s WW xss xss WW W W x w s W xws W W W W W XW XW xss xss xss xssxss xs s XW XW xw s xws xss xss xss xss xssxssxssxss XS XS XS XS XS XS X S S S S S S S S X S X S X S XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S XW XW XW XW WM WM WM WM X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW W M WM WM W M WM WM WM W M W M W M WM WMWM WM WM WMWM WM WM WM WM WM W M W M W M WMWMWMWMWMWM WM WM W M W M W M WM WM WM WM WM WM WM WM W M WM WM WM WM W M W M WM WM W M S S S S S S S S S S S S S S S S S W M W M WM WM WM WM ST 0 8 ST 0 8 ST 0 8 ST ST ST ST ST ST ST ST ST WS W S CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I 869 5 86958694 87038704 8700 8 7 0 0 8715 8725 8710 8705 8700 8695 86908689 8685 86 7 5 8675 86808679 86 7 5 8675 8660 86 5 1 8669 8665 8 6 6 4 8675 BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F FUTURE AMENITY (PLAYGROUND) OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT D TRACT E TRACT E 8685 8680 8690 8703 8710 86998699 86938694 8695 8 6 9 5 80' SCALE 1:80 0 UTILITY PLAN EX. FIRE HYDRANTEX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. STORM TYPICAL TRIPLE COZEN'S DITCH CULVERTS 12" WATER MAIN MWD / MWD ON-SITE 8" WATER MAINS TYPICAL ON-SITE 8" WATER MAINS TYPICAL ON-SITE 8" SANITARY SEWER MAIN TYPICAL ON-SITE 8" SANITARY SEWER MAIN TYPICAL ALL BLDGS 6" SANITARY SERVICES 6" WATER SERVICES TYPICAL ALL BLDGS 6" SANITARY SERVICES 6" WATER SERVICES TYPICAL PROP. FIRE HYDRANT ON-SITE 8" SANITARY SEWER MAIN TYPICAL PROP. STORM TYPICAL PROP. FIRE HYDRANT PROP. FIRE HYDRANT ON-SITE 8" WATER MAINS TYPICAL DECEMBER 22, 2022 SHEET 15 OF 15 FINAL PLAN - AMENDMENT 2 LOCATED IN SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO (PLANNING AREA 2W.1 & 2W.2) ALPENGLOW AT GRAND PARK P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 5 - F P D P \ 1 9 0 0 8 G P W A F P D P . d w g , 1 2 / 7 / 2 0 2 2 4 : 2 6 : 1 4 P M , P r e v i o u s p a p e r s i z e ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 1 OF 5 KDS 3-9-22 MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 1 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 1 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SITE: VICINITY MAP 1"=2500' 333231 29 2830 19 20 21 18 17 16 MORTGAGEE'S CONSENT: THE UNDERSIGNED, BEING THE AUTHORIZED REPRESENTATIVE OF U.S. BANK, N.A., THE HOLDER OF A BENEFICIAL INTEREST IN AND TO THE PROPERTY DESCRIBED ON THIS PLAT, UNDER DEED OF TRUST RECORD AND RECEPTION NO. OF THE GRAND COUNTY, COLORADO REAL PROPERTY RECORDS, HEREBY CONSENTS TO THIS PLAT AND AGREES THAT THE LIEN OF THE DEED OF TRUST IS HEREBY SUBORDINATED TO THIS PLAT. BY: _______________________________________ NAME: __________________________________ TITLE: __________________________________ STATE OF _______________________ ) )SS COUNTY OF _____________________ ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___________ DAY OF _______________, 20___ BY ________________________________________________ AS ___________________________________ OF U.S. BANK, N.A. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: ________________________________________ _________________________________________ NOTARY PUBLIC OWNER/DEVELOPER: GRAND PARK DEVELOPMENT, LLC. P.O. BOX 30 WINTER PARK, CO 80482 LAND PLANNER: TERRACINA DESIGN 10200 E. GIRARD AVE. STE. A-314 DENVER, CO. 80231 303-632-8867 SURVEYOR: CORE CONSULTANTS, INC. 3473 S. BROADWAY ENGLEWOOD, CO. 80113 970-531-8499 DATE PREPARED: MARCH 9, 2022 BOARD OF TRUSTEES APPROVAL: APPROVED AND ALL PUBLIC DEDICATIONS ACCEPTED THIS ________________ DAY OF ________________, 20___ BY THE FRASER TOWN BOARD. THE TOWN OF FRASER DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CORRECTNESS OR ACCURACY OF ANY INFORMATION DISCLOSED ON THIS PLAT NOR ANY REPRESENTATIONS OR INFORMATION PRESENTED TO THE TOWN OF FRASER WHICH INDUCED THE TOWN TO GIVE THIS CERTIFICATE. BY: __________________________________ __________________________________ MAYOR, TOWN OF FRASER SURVEYOR'S CERTIFICATE: I, DAVID R. LUTZ, A DULY LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS PLAT OF THE ALPENGLOW AT GRAND PARK FILING NO. 1, TRULY AND CORRECTLY REPRESENTS THE RESULTS OF A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SAID PLAT COMPLIES WITH THE REQUIREMENTS OF TITLE 38, ARTICLE 51, COLORADO REVISED STATUTES, 1973, AND THE MONUMENTS REQUIRED BY SAID STATUTE AND BY THE TOWN OF FRASER SUBDIVISION REGULATIONS HAVE BEEN PLACED IN THE GROUND. DAVID R. LUTZ, CO PLS 35586 CORE CONSULTANTS, INC. GENERAL NOTES: 10.) A BLANKET PERPETUAL, NON-EXCLUSIVE EASEMENT IS CREATED OVER, ACROSS AND UNDER THE PROPERTY AND IN THE LOCATIONS SHOWN HEREON ARE HEREBY ESTABLISHED FOR THE PURPOSE OF INGRESS TO AND EGRESS FROM, AND THE INSTALLATION, REPAIR, REPLACEMENT, OPERATION AND MAINTENANCE OF ALL UTILITY LINES AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO ELECTRIC, NATURAL GAS, WATER, SEWER, CABLE TELEVISION, INTERNET AND TELEPHONE.  THIS EASEMENT IS FOR THE BENEFIT OF ALL UNITS AND MAY BE CONVEYED ON A NON-EXCLUSIVE BASIS TO PROVIDERS OF SUCH SERVICES BUT SUBORDINATE TO PLANNED OR EXISTING IMPROVEMENTS AND MAY NOT BE USED TO PROVIDE SERVICES TO LOTS OR UNITS NOT WITHIN THE PROJECT UNLESS FIRST APPROVED BY THE DEVELOPER, ANY CONSTRUCTION AND PLACEMENT OF LINES, EQUIPMENT, OR BUILDING STRUCTURES OR CHANGES IN GRADE SHALL COMPLY WITH THE STANDARDS OF ALL UTILITY PROVIDERS UTILIZING THE EASEMENT. 11.) THE TOWN OF FRASER HEREBY AGREES ABOVE GROUND UTILITY EQUIPMENT SHALL BE ALLOWED IN THE FRASER TOWN RIGHT-OF-WAY AS DEPICTED HEREIN WHEN PLACED A MINIMUM OF 2' BEHIND THE SIDEWALK OR 3' BEHIND THE 6" CURB WHERE THERE ARE NO SIDEWALKS. 12.) EACH BUILDING PERMIT APPLICATION SUBMITTED TO THE TOWN FOR CONSTRUCTION OF A BUILDING IMPROVEMENT ON A LOT SHALL INCLUDE A SITE PLAN AND SHALL BE REVIEWED BY TOWN STAFF FOR COMPLIANCE WITH THE APPROVED ENGINEERING DESIGNS FOR THE PROPERTY. THE SITE PLAN SHALL INCLUDE SITE-SPECIFIC DESIGN INFORMATION RELATING TO PARKING AND SNOW STORAGE REQUIREMENTS. IF THE BUILDING IMPROVEMENT, THE PARKING AND SNOW STORAGE AREA(S) AND THE SITE-SPECIFIC DESIGN INFORMATION DESCRIBED IN THE BUILDING PERMIT APPLICATION AND SITE PLAN ARE IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED ENGINEERING PLANS, THIS PLAT, AND THE TOWN'S PARKING AND SNOW STORAGE REGULATIONS, THE BUILDING PERMIT APPLICATION SHALL BE FORWARDED TO THE BUILDING OFFICIAL FOR ISSUANCE OF THE REQUESTED BUILDING PERMIT SUBJECT TO COMPLIANCE WITH APPLICABLE BUILDING CODES. THE PARKING, SNOW STORAGE, DRAINAGE, LANDSCAPING, AND OTHER IMPROVEMENTS INCLUDED IN EACH APPROVED BUILDING PERMIT APPLICATION SHALL BE COMPLETED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY FOR EACH BUILDING AND SHALL BE DELINEATED ON THE AS-BUILT MAP. 13.) ALL DRIVEWAYS, PARKING AREAS, OPEN SPACE AND DRAINAGE IMPROVEMENTS INCLUDING SWALES AND DETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED BY THE ALPENGLOW CONDOMINIUM ASSOCIATION. 14.) ALL SUBSEQUENT SUBDIVISIONS AND ANY APPLICATION FOR FPDP APPROVAL SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE TOWN'S SUBDIVISION REGULATIONS. 15.) THE PURPOSE OF THIS PLAT IS TO DEPICT THE LOT BOUNDARIES. A CONDOMINIUM MAP WILL BE RECORDED SUBSEQUENT TO CONSTRUCTION. 16.) UPON RECORDATION OF A AS-BUILT CONDOMINIUM MAP OF EACH PORTION OF THE PROPERTY THAT CONTAINS A COMPLETED BUILDING IMPROVEMENT AND RECORDATION OF A CONDOMINIUM DECLARATION THAT SUBMITS THAT PORTION OF THE PROPERTY AND RELATED AREAS TO A CONDOMINIUM REGIME IN ACCORDANCE WITH THE ACT, DEVELOPMENT OF THAT PORTION OF THE PROPERTY SHALL BE COMPLETED AND THEREAFTER AIR SPACE UNITS DEPICTED ON THE CONDOMINIUM MAP (“UNITS”) MAY BE SOLD, TRANSFERRED, ASSIGNED, CONVEYED AND ENCUMBERED IN ACCORDANCE WITH APPLICABLE LAW. 17.) THE PROPERTY IS SUBJECT TO THE COMMUNITY CHARTER AND PORTIONS OF THE PROPERTY WILL BECOME SUBJECT TO THE TERMS OF NEW CONDOMINIUM DECLARATIONS AS DEVELOPMENT OF PORTIONS OF THE PROPERTY ARE COMPLETED. OWNERS OF LOTS AND UNITS WITHIN THE PROPERTY ARE ADVISED TO CAREFULLY REVIEW THE TERMS AND CONDITIONS OF THE COMMUNITY CHARTER AND ALL OTHER DECLARATIONS RECORDED AGAINST TITLE TO THE PROPERTY IN ORDER TO ADEQUATELY DETERMINE AND UNDERSTAND THE RESPONSIBILITIES AND OBLIGATIONS IMPOSED AS A CONDITION OF OWNERSHIP WITHIN THE PROPERTY. 18.) IMMEDIATELY PRIOR TO THE RECORDATION OF THE FIRST CONDOMINIUM MAP FOR A PORTION OF THE PROPERTY THAT CONTAINS A COMPLETED BUILDING IMPROVEMENT, DEVELOPER SHALL RECORD THAT CERTAIN DECLARATION OF CONDOMINIUM FOR ALPENGLOW CONDOMINIUMS IN THE FORM AND SUBSTANCE APPROVED BY THE TOWN, SUBMITTING TO CONDOMINIUM OWNERSHIP THE PORTION OF THE PROPERTY INCLUDED ON THAT CONDOMINIUM MAP. 19.) ALTHOUGH BUILDING PERMITS MAY BE ISSUED PRIOR TO FINAL COMPLETION OF SUBDIVISION IMPROVEMENTS, NO CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR A STRUCTURE ON ANY LOT, PARCEL OR TRACT UNTIL ALL SUCH IMPROVEMENTS, AS REQUIRED BY THE SIA, HAVE BEEN SUBSTANTIALLY COMPLETED AND PRELIMINARILY ACCEPTED BY THE TOWN. DEDICATION AND NOTARY CLAUSE: KNOW ALL MEN BY THESE PRESENTS: THAT GRAND PARK DEVELOPMENT, LLC, A COLORADO LIMITED LIABILITY COMPANY, IS THE OWNER OF THAT REAL PROPERTY SITUATED IN THE TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE N 72°00'35" W, 1292.37 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG THE SOUTH LINE OF SAID ALPENGLOW AT GRAND PARK SUBDIVISION, FILING NO. 1, THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1) N 49° 40' 55" W, 228.06 FEET TO A POINT OF CURVATURE; 2) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2036.00 FEET, A CENTRAL ANGLE OF 05° 59' 18” AND AN ARC LENGTH OF 212.80 FEET, THE CHORD OF WHICH BEARS N 52° 40' 34" W, 212.70 FEET; 3) THENCE N 55° 40' 13" W, 492.87 FEET TO TRUE POINT OF BEGINNING; THENCE N 55° 40' 13" W, 476.68 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1164.00 FEET, A CENTRAL ANGLE OF 21° 11' 21" AND AN ARC LENGTH OF 430.47 FEET, THE CHORD OF WHICH BEARS N 45° 04' 32" W, 428.02 FEET; THENCE N 34° 28' 52" W, 139.00 FEET TO THE SOUTHERLY CORNER OF TRACT B, THE WILLOWS AT GRAND PARK, FILING NO. 1 RECORDED AT RECEPTION NO. 2015004926, SAID COUNTY OF GRAND RECORDS; THENCE ALONG THE SOUTHERLY LINES OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 1, THE WILLOWS AT GRAND PARK, FILING NO. 2 RECORDED AT RECEPTION NO. 2016006979, AND THE WILLOWS AT GRAND PARK, FILING NO. 3 RECORDED AT RECEPTION NO. 2016006982, ALL IN SAID COUNTY OF GRAND RECORDS, THE FOLLOWING TEN (10) COURSES AND DISTANCES: 1) THENCE N 38° 40' 43" E, 38.80 FEET TO A POINT OF NON-TANGENT CURVATURE; 2) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 678.00 FEET, A CENTRAL ANGLE OF 12° 48' 11" AND AN ARC LENGTH OF 151.50 FEET, THE CHORD OF WHICH BEARS S 57° 43' 22" E, 151.19 FEET; 3) THENCE S 64° 07' 28" E, 101.58 FEET TO A POINT OF CURVATURE; 4) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 27° 04' 06" AND AN ARC LENGTH OF 154.96 FEET, THE CHORD OF WHICH BEARS S 77° 39' 31" E, 153.52 FEET; 5) THENCE N 88° 48' 26" E, 54.99 FEET TO A POINT OF CURVATURE; 6) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 372.00 FEET, A CENTRAL ANGLE OF 12° 55' 26" AND AN ARC LENGTH OF 83.91 FEET, THE CHORD OF WHICH BEARS S 84° 43' 50" E, 83.73 FEET; 7) THENCE S 78° 16' 07" E, 211.95 FEET TO A POINT OF CURVATURE; 8) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 172.00 FEET, A CENTRAL ANGLE OF 49° 54' 09" AND AN ARC LENGTH OF 149.81 FEET, THE CHORD OF WHICH BEARS S 53° 19' 03" E, 145.12 FEET; 9) THENCE S 28° 21' 58" E, 93.12 FEET TO A POINT OF CURVATURE; 10) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 23° 06' 34" AND AN ARC LENGTH OF 132.29 FEET, THE CHORD OF WHICH BEARS S 39° 55' 15" E, 131.40 FEET; S 59° 28' 19" W, 185.24 FEET; S 34° 19' 47" W, 42.74 FEET; S 16° 09' 48" E, 53.16 FEET; S 34° 19' 47" W, 70.93 FEET TO THE TRUE POINT OF BEGINNING. AREA= 6.200 ACRES, MORE OR LESS. THAT THEY HAVE CAUSED SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS THE ALPENGLOW AT GRAND PARK FILING NO. 1, AND DO HEREBY DEDICATE AND SET APART ALL THE STREETS, ALLEYS AND OTHER PUBLIC WAYS AND PLACES SHOWN ON THE ACCOMPANYING PLAT FOR THE USE OF THE PUBLIC FOREVER, AND DO HEREBY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENTS ON THE ACCOMPANYING PLAT AS EASEMENTS. IN WITNESS WHEREOF, GRAND PARK DEVELOPMENT, LLC., A COLORADO LIMITED LIABILITY COMPANY, HAVE CAUSED ITS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF , 20___. BY: ______________________________________ C. CLARK LIPSCOMB, PRESIDENT STATE OF COLORADO ) )SS COUNTY OF GRAND ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ______________________ DAY OF ___________________, 20___ BY: C. CLARK LIPSCOMB AS PRESIDENT OF GRAND PARK DEVELOPMENT, LLC. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: ______________________________ ________________________________________ NOTARY PUBLIC GENERAL NOTES: 1.) BASIS OF BEARINGS FOR THIS PLAT IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN WHICH WAS ASSUMED TO BEAR N89°49'44"E, AS MONUMENTED AS SHOWN HEREON. 2.) SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" AT ALL EXTERIOR BOUNDARY CORNERS UNLESS OTHERWISE NOTED. 3.) THIS PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY CORE CONSULTANTS, INC., TO DETERMINE OWNERSHIP, RIGHTS OF WAY OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND TITLE OF RECORD, CORE CONSULTANTS, INC., RELIED UPON TITLE COMPANY OF THE ROCKIES, INC., TITLE COMMITMENT NUMBER 0303426-C5 WITH AN EFFECTIVE DATE OF FEBRUARY 23, 2022 AT 7:00 A.M. 4.) LEGAL DESCRIPTION PREPARED BY DAVID R, LUTZ, CORE CONSULTANTS, INC. 3473 S. BROADWAY, ENGLEWOOD, CO 80113. 5.) THE U.S. SURVEY FOOT WAS USED FOR ALL MEASUREMENTS ON THIS SURVEY. PURSUANT TO C.R.S. 38-52.103(2) METRIC CONVERSION IS: ONE METER EQUALS 3937/1200 FEET. 6.) ONSITE EASEMENTS ARE HEREBY DEDICATED BY THIS PLAT IN THE LOCATIONS AND FOR THE PURPOSES SHOWN HEREON. 7.) FIRE PROTECTION SERVICES FOR THE ALPENGLOW AT GRAND PARK SHALL BE PROVIDED BY THE EAST GRAND FIRE PROTECTION DISTRICT NO. 4. 8.) THE PROPERTY IS SUBJECT TO THE AMENDED AND RESTATED ANNEXATION AGREEMENT RECORDED DECEMBER 30, 2003 AT RECEPTION NO. 2003016733. 9.) BUILDING SETBACKS FRONT SETBACK: 0 FEET SIDE SETBACK: 0 FEET (MINIMUM DISTANCE BETWEEN BUILDING STRUCTURES IS 10 FEET REAR SETBACK: 0 FEET OLD VICTORY ROAD SETBACK: 20 FEET OLD VICTORY ROAD IMPROVEMENT: 15 FEET SE COR. NW1/4, NE1/4, SEC. 29 (NE1/16 COR.) FOUND #6 REBAR WITH 3-1/4" ALUMINUM CAP MARKED "2018 PLS 34592" SW COR. SE1/4, NE1/4, SEC. 29 (C-C E1/16 COR.) FOUND #6 REBAR WITH 3-1/4" ALUMINUM CAP MARKED "2014 PLS 34592" POINT OF COMMENCEMENT E1/4 CORNER T1S, R75W, 6TH P.M., SEC. 29 FOUND 1-1/2" STEEL POST WITH 2-1/2" GLO BRASS CAP MARKED "1933" SE1/ 4 , N E 1 / 4 SEC T I O N 2 9 BASIS OF BEARINGS S. LINE SE1/4, NE1/4, SEC. 29 S89°49'44"W 1321.23' N89°47'20"E 1319.93' S. LINE NW1/4, NE1/4, SEC. 29 SW1 / 4 , N E 1 / 4 SEC T I O N 2 9 U N I O N P A C I F I C R A I L R O A D (1 0 0 ' R O W ) TRUE POINT OF BEGINNING E . L I N E S E 1 / 4 , N E 1 / 4 , S E C . 2 9 N. LINE SE1/4, NE1/4, SEC. 29 S. LINE SW1/4, NE1/4, SEC. 29 W . L I N E S W 1 / 4 , N E 1 / 4 , S E C . 2 9 MOUN T A I N W I L L O W D R I V E NA R R O W L E A F C O U R T BLU E S T E M C O U R T WI L L O W S A T G R A N D P A R K FIL I N G N O . 1 RE C . 2 0 1 5 0 0 4 9 2 6 WILLOWS AT GRAND PARK FILING NO. 3 REC. 2016006982 N72° 0 0 ' 3 5 " W 1 2 9 2 . 3 7 ' S0 0 ° 3 0 ' 5 3 " E 1 3 1 8 . 8 5 ' W. L I N E S E 1 / 4 , N E 1 / 4 , S E C . 2 9 OUTLOT A LOT 12 LOT 11 LOT 13 LOT 14 LOT 15 LOT 16 N 5 5 ° 4 0 ' 1 3 " W 4 7 6 . 6 8 ' L = 4 3 0 . 4 7 ' R = 1 1 64 . 0 0 ' ∆ = 2 1° 1 1'2 1" C H B = N 4 5 ° 0 4' 3 2" W C H = 4 2 8.0 2' N 3 4 ° 2 8 ' 5 2 " W 1 3 9 . 0 0 ' N38°40'43"E 38.80' L=151.50' R=678.00' ∆=12°48'11" CH=151.19' CHB=S57°43'22"E S6 4 ° 0 7 ' 2 8 " E 10 1 . 5 8 ' L=154.96' R=328.00' ∆=27°04'06" CH=153.52' CHB=S77°39'31"E N88°48'26"E 54.99' L=83.91' R=372.00' ∆=12°55'26" CH=83.73' CHB=S84°43'50"E S78°16' 0 7 " E 2 1 1 . 9 5 ' L=149.81' R=172.00' ∆=49°54'09" CH=145.12' CHB=S53°19'03"E S28°21'58"E 93.12' L=132.29' R=328.00' ∆=23°06'34" CH=131.40' CHB=S39°55'15"E S59° 2 8 ' 1 9 " W 1 8 5 . 2 4 ' S34°19'47"W 42.74' S16°09'48"E 53.16' S34°19'47"W 70.93' WILLOWS AT GRAND PARK FILING NO. 2 REC. 2016006979 SW COR. NW1/4, NE1/4, SEC. 29 (C-C N1/16 COR.) (6.6' WITNESS CORNER) FOUND 1-1/2" STEEL POST WITH 2-1/2" GLO BRASS CAP MARKED "1933" W.C. IN ROCK PILE RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 2 OF 5 KDS 3-9-22 MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 1 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 1 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O 1 inch = 100 ft. 200'100'0 L=37.87' R=23.67' ∆=91°40'32" CH=33.96' CHB=S80°09'33"W WILLOWS AT GRAND PARK FILING NO. 2 REC. 2016006979 WILLOWS AT GRAND PARK FILING NO. 1 REC. 2015004926 TRACT B TRACT C M O U N T A I N W I L L O W D R I V E RE C . 2 0 1 5 0 0 4 9 2 6 TR A C T D LOT 16 LOT 15 LOT 13 LOT 12 LOT 14 FI L I N G N O . 1 FIL I N G N O . 2 LOT 17 LOT 18 BUILDING L G A R A G E I N 5 5 ° 4 0 ' 4 6 " W 1 8 4 . 5 9 ' L=7.07' R=4.50' ∆=90°00'00" CH=6.36' CHB=N10°40'43"W N 5 5 ° 4 0 ' 4 3 " W 15 . 5 0 ' N3 4 ° 1 9 ' 1 7 " E 5 1 . 0 0 ' S 5 5 ° 4 0 ' 4 3 " E 19 . 5 7 ' L =2 5.5 7' R=23.67' ∆ = 6 1 ° 5 3 ' 2 3 " C H B =N10°29'42"E C H = 2 4 . 3 4 ' L =5 4. 3 4 ' R =112 . 2 9 ' ∆ = 2 7 ° 4 3 ' 2 8 " C HB =N 0 6 ° 3 5 ' 3 4 " W C H = 5 3 . 8 1 ' S7°15'54"W 1.25' L = 9 1 . 8 5 ' R = 8 3 . 6 7 ' ∆ = 6 2 ° 5 4 ' 0 0 " C H B = S 2 4 ° 1 1 ' 0 6 " E C H = 8 7 . 3 1 ' S 5 5 ° 4 0 ' 1 6 " E 1. 4 4 ' L=38.66' R=23.67' ∆=93°35'50" CH=34.50' CHB=N77°31'49"E N81°55'59" W 17.56' N8 ° 0 4 ' 0 1 " E 5 2 . 6 7 ' S81°55'59" E 16.33' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N53°04'01"E N8°04'01"E S3 4 ° 1 9 ' 0 2 " W S34°19'02"W N 5 5 ° 4 0 ' 4 6 " W 9 2 . 6 7 ' N34 ° 1 9 ' 0 2 " E 1 9 . 5 9 ' L=1.03' R=0.67' ∆=88°19'13" CH=0.93' CHB=N09°50'34"W S3 4 ° 1 9 ' 1 7 " W 2.2 8 ' L=37.87' R=23.67' ∆=91°41'02" CH=33.96' CHB=S11°31'14"E L=1.03' R=0.67' ∆=88°19'12" CH=0.93' CHB=N78°28'38"E N34 ° 1 9 ' 0 2 " E 1 9 . 3 3 ' S 5 5 ° 4 0 ' 5 7 " E 9 2 . 6 7 ' S2 ° 3 3 ' 1 3 " E 23 . 0 2 ' S1 ° 5 9 ' 0 3 " W 17 . 3 6 ' N 1 1 ° 1 7 ' 4 2 " W 5 1 . 5 3 ' N0 ° 2 6 ' 1 1 " W 17 . 2 6 ' L = 2 . 6 2 ' L= 3 . 2 9 ' L =1 5 .8 9 ' L =21.98' 8.2 7 ' 11. 3 3 ' UTILITY EASEMENT U T I L I T Y E A S E M E N T UTILITY EASEMENT LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT / OUTLOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" S88°58'35"E 10.30' S88°58'35"E 8.80' OLD VICTORY ROAD NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 U N P L A T T E D L = 4 3 0 . 4 7'R =11 64 .0 0' ∆ = 2 1 ° 1 1' 2 1 " C H B = N 4 5 ° 0 4'32 " W C H = 4 2 8. 0 2' N 3 4 ° 2 8 ' 5 2 " W 1 3 9 . 0 0 ' N38 ° 4 0 ' 4 3 " E 3 8 . 8 0 ' L = 151.5 0' R = 6 78.00' ∆ =12°48'11" C H B = S 5 7°4 3'2 2"E C H =151.19' S6 4 ° 0 7 ' 2 8 " E 1 0 1 . 5 8 ' N88°48'26"E 54.99' L=154.96'R=328.00'∆=27°04'06" CHB=S77°39'31"E CH=153.52' N57° 5 3 ' 0 9 " E 2 6 . 4 7 ' N 3 2 ° 0 6 ' 5 1 " W 3 0 . 0 0 ' S57° 5 3 ' 0 9 " W 2 6 . 6 8 ' L = 3 4 . 6 4 ' L=7.34' L = 2 2 . 8 2 ' L= 1 8 .6 9' TRASH ENCLOSURE LOT 16 46,410 SF 1.065 AC 1 SF 0.000 AC LOT 15 42,498 SF 0.976 AC S80°37'22"W 1 0 9 . 6 9 ' S53 ° 4 5 ' 4 7 " W 3 2 . 7 0 ' S7 ° 1 5 ' 5 4 " W 10 . 1 1 ' L = 2 0 7 . 6 9' ∆ = 1 0 ° 1 3 ' 2 4 " L=90.31'∆=15°46'33" L=16.23'∆=2°50'06" L=16.23' ∆=2°50'06" L=3 2.19 '∆=5°3 7 '2 2 " S3 4 ° 1 8 ' 5 9 " W L=23.21' R=37.00' ∆=35°56'26" CH=22.83' CHB=S17°58'13"W L=5.90' R=4.26' ∆=79°24'33" CH=5.44' CHB=N76°17'18"E L = 7 4 . 4 1 ' R = 9 8 . 0 0 ' ∆ = 4 3 ° 3 0 ' 0 7 " C H = 7 2 . 6 3 ' C H B = N 1 4 ° 2 9 ' 1 0 " W L=9.52' R=23.67' ∆=23°02'46" CH=9.46' CHB=N04°15'29"W N7°15'54"E 1.25' L=9.52' R=23.67' ∆=23°02'46" CH=9.46' CHB=N18°47'17"EL=8.36 & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT N34°19'17"E 12.43' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 3 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 1 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 1 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SEE SHEET 4 SEE SHEET 4 SEE SHEET 4 L=37.87' R=23.67' ∆=91°40'32" CH=33.96' CHB=S80°09'33"W LOT 12 21,616 SF 0.496 AC WILLOWS AT GRAND PARK FILING NO. 3 REC. 2016006982 MOUN T A I N W I L L O W D R I V E REC. 20 1 6 0 0 6 9 7 9 TRACT G NA R R O W L E A F CO U R T RE C . 20 1 6 0 0 6 9 7 9 LOT 34 BUILDING H BUILDING I BUILDING J BUILDING K BUILDING L G A R A G E H G A R A G E I GARAGE G N 9 ° 2 4 ' 3 3 " W 5 2 . 6 7 ' N80°35'27"E 16.33' C8 N9°24'20"W 5.00' L=15.93' R=23.67' ∆=38°33'52" CH=15.63' CHB=N28°41'29"W S34 ° 1 9 ' 1 7 " W 15. 1 1 ' N 5 5 ° 4 1 ' 0 0 " W 1 8 0 . 6 8 ' N34 ° 1 9 ' 1 7 " E 15 . 5 0 ' L=4.48' R=3.95' ∆=65°03'35" CH=4.25' CHB=N06°13'08"W L=0.76' R=1.71' ∆=25°28'07" CH=0.75' CHB=N40°05'58"W L =3 3 .8 9 ' R =2 3 .6 7 ' ∆=8 2 °0 2 '3 3 " C H =3 1 .0 7 ' C H B =S 7 5 °2 0 '3 3 "W S3 4 ° 1 9 ' 1 7 " W 5 0 . 0 0 ' N 5 5 ° 4 0 ' 4 6 " W 1 8 4 . 5 9 ' L=7.07' R=4.50' ∆=90°00'00" CH=6.36' CHB=N10°40'43"W N 5 5 ° 4 0 ' 4 3 " W 15 . 5 0 ' N34 ° 1 9 ' 1 7 " E 5 1 . 0 0 ' S 5 5 ° 4 0 ' 4 3 " E 19 . 5 7 ' L =2 5.5 7' R=23.67' ∆ = 6 1 ° 5 3 ' 2 3 " C H B =N10°29'42"E CH = 2 4 . 3 4 ' L = 5 4. 3 4 ' R = 112 . 2 9 ' ∆ = 2 7 ° 4 3 ' 2 8 " CHB = N 0 6 ° 3 5 ' 3 4 " W C H = 5 3 . 8 1 ' S7°15'54"W 1.25' L = 9 1 . 8 5 ' R = 8 3 . 6 7 ' ∆ = 6 2 ° 5 4 ' 0 0 " C H B = S 2 4 ° 1 1 ' 0 6 " E C H = 8 7 . 3 1 ' S 5 5 ° 4 0 ' 1 6 " E 1. 4 4 ' L=38.66' R=23.67' ∆=93°35'50" CH=34.50' CHB=N77°31'49"E L=1.31' R=0.67' ∆=112°39'53" CH=1.11' CHB=N25°36'03"W N81°55'59" W 17.56' N8 ° 0 4 ' 0 1 " E 5 2 . 6 7 ' S81°55'59" E 16.33' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N53°04'01"E N8°04'01"E 4.33' S8°04'01"W 4.33' L=6.29' R=4.59' ∆=78°29'53" CH=5.80' CHB=S31°06'34"ES81°55'59" E 15.50' S8 ° 0 4 ' 0 1 " W 8 1 . 0 0 ' N81°55'59" W 20.12' L=1.62' R=1.05' ∆=88°02'55" CH=1.46' CHB=S48°48'51"W L=24.34' R=23.63' ∆=59°00'19" CH=23.28' CHB=S26°10'52"E S 5 5 ° 4 1 ' 0 1 " E 1 0 4 . 5 7 ' L =4 0 .2 9 ' R =2 3 .6 7 ' ∆=9 7 °3 1 '4 3 " C H =3 5 .6 0 ' C HB =N 7 5 °1 4 '5 8 "E C 5 N81°55'59"W 15.51' N8 ° 0 4 ' 0 1 " E 1 1 1 . 0 0 ' S81°55'59" E 2 1 . 3 4 ' L=10.19' R=8.69' ∆=67°10'13" CH=9.62' CHB=N61°58'28"E S 5 5 ° 4 1 ' 0 1 " E 6 2 . 6 7 ' S34°18'59"W 16.31' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=S10°41'01"E L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N79°18'59"E N34°18'12"E 3.97' S 5 5 ° 4 1 ' 0 1 " E 8 6 . 7 9 ' L=6.58' R=4.50' ∆=83°45'46" CH=6.01' CHB=S13°48'08"E S 5 5 ° 4 1 ' 0 1 " E 14 . 5 6 ' S3 4 ° 1 8 ' 5 9 " W 1 3 1 . 0 0 ' N 5 5 ° 4 1 ' 0 1 " W 16 . 6 9 ' L=3.67' R=2.53' ∆=83°17'49" CH=3.36' CHB=S62°52'48"W L=25.08' R=23.67' ∆=60°42'22" CH=23.92' CHB=S11°39'40"E L=15.37' R=52.33' ∆=16°49'21" CH=15.31' CHB=S33°58'03"E L=6.86' R=5.00' ∆=78°39'21" CH=6.34' CHB=S64°53'03"E N75°47'1 6 " E 15.01' L=12.28' R=71.50' ∆=9°50'24" CH=12.26' CHB=S14°19'45"E S 9 ° 2 4 ' 3 3 " E 5 0 . 5 0 ' S80°35'27"W 15.50'C9 C6 L=32.72' R=23.67' ∆=79°12'16" CH=30.17' CHB=N84°42'51"E S55°41'01"E 2.80' L=5.76' R=3.67' ∆=90°00'18" CH=5.19' CHB=S10°40'52"E S34 ° 1 9 ' 1 7 " W 16 . 3 3 ' S 5 5 ° 4 1 ' 0 1 " E 2 2 . 6 7 ' N3 4 ° 1 9 ' 1 7 " E 16. 3 3 ' L=5.76' R=3.67' ∆=89°59'42" CH=5.19' CHB=N79°19'08"E S55°41'01"E 1.58' C 7 L=3.28' R=1.67' ∆=112°41'50" CH=2.77' CHB=S67°58'04"W N 5 5 ° 4 1 ' 0 1 " W 17 . 9 6 ' S3 4 ° 1 8 ' 5 9 " W 8 2 . 6 7 ' S 5 5 ° 4 1 ' 0 1 " E 18 . 1 6 ' L=3.24' R=1.67' ∆=111°19'25" CH=2.75' CHB=S00°01'18"E L=28.3 7 ' R=23.6 7 ' ∆=68°4 0 '3 5 " CH=2 6 .7 0 ' CHB=S8 9°5 8 '4 2 "W N 5 5 ° 4 1 ' 0 1 " W 8. 8 3 ' L=22.02' R=23.67' ∆=53°17'51" CH=21.23' CHB=N29°02'05"W L=6.43' R=3.67' ∆=100°30'07" CH=5.64' CHB=N47°51'54"E S81°53'02"E 6.50' N8 ° 0 4 ' 0 1 " E 8 7 . 2 6 ' S81°53'02"E 1.91' S3 4 ° 1 9 ' 0 2 " W 16 . 8 3 ' L=1.36' R=0.67' ∆=117°03'41" CH=1.14' CHB=S24°12'48"E L=26.26' R=23.67' ∆=63°34'15" CH=24.93' CHB=N65°28'14"E N3 3 ° 4 1 ' 0 7 " E 2.0 1 ' L=25.7 1' R=23. 6 7 ' ∆=62°14 ' 4 0 " CH=2 4. 4 7 ' CHB=N02° 3 3 ' 4 7 " E L=1.36' R=0.67' ∆=117°07'24" CH=1.14' CHB=N87°07'15"W S34°19'02"W 16.80' N 5 5 ° 4 0 ' 4 6 " W 9 2 . 6 7 ' N34 ° 1 9 ' 0 2 " E 1 9 . 5 9 ' L=1.03' R=0.67' ∆=88°19'13" CH=0.93' CHB=N09°50'34"W S34 ° 1 9 ' 1 7 " W 2.2 8 ' L=37.87' R=23.67' ∆=91°41'02" CH=33.96' CHB=S11°31'14"E L=1.03' R=0.67' ∆=88°19'12" CH=0.93' CHB=N78°28'38"E N3 4 ° 1 9 ' 0 2 " E 1 9 . 3 3 ' S 5 5 ° 4 0 ' 5 7 " E 9 2 . 6 7 ' S2 ° 3 3 ' 1 3 " E 23 . 0 2 ' S1 ° 5 9 ' 0 3 " W 17 . 3 6 ' N 1 1 ° 1 7 ' 4 2 " W 5 1 . 5 3 ' N0 ° 2 6 ' 1 1 " W 17 . 2 6 ' L = 2 . 6 2 ' L= 3 . 2 9 ' L =1 5 .8 9 ' L =21.98' 8.2 7 ' 11 . 3 3 ' 11. 3 3 ' 5.4 7 ' L =1 6 .2 5 'L =17.63' 10. 5 0 ' 5.0 0 ' L=18 . 6 4 ' L = 6 . 4 3 ' 9. 9 2 ' 6. 7 7 ' L =2 6 .4 8 ' L=13.81' 23 . 1 5 ' 81 . 4 2 ' 6.67' 8.84' 59 . 4 1 ' 51 . 5 9 ' 6. 7 0 ' 11 . 2 7 ' 51. 2 7 ' 31. 4 0 ' L=5.29' L =2 7 .4 3 ' L=3.70' L = 2 4 .10 ' UTILITY EASEMENT U T I L I T Y E A S E M E N T UTILITY EASEMENT UTILITY EASEMENT 36' UTILITY EASEMENT 1 3 . 7 1 ' 4 2 . 0 7 ' 6. 8 9 ' UTILIT Y E A S E M E N T S77°01 ' 1 9 " E 3 8 . 8 7 ' S11°48'56"W 15.31' UTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT S88°58'35"E 10.30' S88°58'35"E 8.80' OLD VICTORY ROAD NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 UNPLATTED UNPLATTED LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT / OUTLOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" M O U N T A I N W I L L O W D R I V E RE C . 2 0 1 5 0 0 4 9 2 6 PHASE 2 BOUNDARY 270,081 SF 6.200 AC L = 4 3 0 . 4 7' R =11 6 4 . 00 ' ∆ = 2 1 ° 1 1' 2 1 " C H B = N 4 5°04 ' 3 2 " W C H = 4 2 8 . 0 2 ' N88°48'26"E 54.99' L =8 3.91'R =37 2.00'∆=12°55'26"C HB =S 8 4°4 3'5 0"E CH=83.73' S78°16' 0 7 " E 2 1 1 . 9 5 ' L=149.81'R=172.00' ∆ = 4 9°5 4'0 9 " CHB=S53°19'03"E C H = 14 5.1 2' L=154.96'R=328.00'∆=27°04'06" CHB=S77°39'31"E CH=153.52' G A R A G E F N57° 5 3 ' 0 9 " E 2 6 . 4 7 ' N 3 2 ° 0 6 ' 5 1 " W 3 0 . 0 0 ' S57° 5 3 ' 0 9 " W 2 6 . 6 8 ' L = 3 4 . 6 4 ' L=7.34' L = 2 2 . 8 2 ' L = 1 8. 6 9' TRASH ENCLOSURE LOT 16 46,410 SF 1.065 AC 1 SF 0.000 AC LOT 15 42,498 SF 0.976 AC LOT 14 30,125 SF 0.692 AC LOT 13 50,688 SF 1.164 AC S80°37'22"W 1 0 9 . 6 9 ' S53 ° 4 5 ' 4 7 " W 3 2 . 7 0 ' S7 ° 1 5 ' 5 4 " W 10 . 1 1 ' S37 ° 3 6 ' 0 0 " W 1 5 8 . 2 0 ' N 9 ° 2 4 ' 3 3 " W 9 1 . 6 4 ' N80°51'06"E 1 3 4 . 2 8 ' N 5 6 ° 4 2 ' 3 9 " W 5 2 . 7 0 ' S67°2 2 ' 0 5 " W 7 6 . 1 5 ' S3 4 ° 1 8 ' 5 9 " W 1 4 5 . 5 1 ' S3 4 ° 1 8 ' 5 9 " W 3 8 . 0 0 ' S8 ° 0 4 ' 0 1 " W 1 0 1 . 1 3 ' S1 1 ° 4 3 ' 5 3 " W 5 5 . 8 5 ' S8 ° 0 4 ' 0 1 " W 7 5 . 3 0 ' 9 7 . 7 3 ' L=15.3 5' R = 3 8 . 0 0 ' ∆ = 2 3 ° 0 8 ' 1 4 " C H = 1 5. 2 4 ' C H B = N 2 0 ° 5 8 ' 4 0 " W L = 1 5 . 3 5 ' ∆ = 2 3 ° 0 8 ' 1 4 " L = 1 5. 3 5 ' ∆ = 2 3 ° 0 8 ' 1 4 " 2 0 . 3 6 ' 3 4 . 3 1 ' L = 2 2 2.7 8' ∆ = 1 0 ° 5 7'5 7 " L=90.31'∆=15°46'33" L=16.23'∆=2°50'06" L=16.23'∆=2°50'06" L =3 2.19 '∆=5 °3 7 '2 2 " S81°55'59" E 2 8 . 6 7 ' L=22.91' R=50.00' ∆=26°14'59" CH=22.71' C HB=S21°11'30"W S34 ° 1 8 ' 5 9 " W 16 . 7 0 ' L=17.41' R=38.00' ∆=26°14'59" C H=17.26' C H B=S21°11'30"W L=23.21' R=37.00' ∆=35°56'26" CH=22.83' CHB=S17°58'13"W L=5.90' R=4.26' ∆=79°24'33" CH=5.44' CHB=N76°17'18"E L =7 5.4 4 '∆=11°37'11"L=8.47' ∆=1°18'16" 96.17' 115.78' S 5 5 ° 4 1 ' 0 1 " E 1 8 5 . 2 9 ' 8 4 . 8 3 ' S 5 5 ° 4 1 ' 0 1 " E 1 7 7 . 8 2 ' N34 ° 1 8 ' 5 9 " E 2 6 . 3 4 ' L=5.92' R=3.85' ∆=88°08'50" CH=5.35' CHB=S78°23'42"W L = 7 4 . 4 1 ' R = 9 8 . 0 0 ' ∆ = 4 3 ° 3 0 ' 0 7 " C H = 7 2 . 6 3 ' C H B = N 1 4 ° 2 9 ' 1 0 " W L=9.52' R=23.67' ∆=23°02'46" CH=9.46' CHB=N04°15'29"W N7°15'54"E 1.25' L=9.52' R=23.67' ∆=23°02'46" CH=9.46' CHB=N18°47'17"EL=8.36 PRIVATE ACCESS & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT N34°19'17"E 12.43' S 9 ° 0 8 ' 5 4 " E 1 3 7 . 6 0 ' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 4 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 1 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 1 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SEE SHEET 3 SEE SHEET 3 SEE SHEET 5 SEE SHEET 5 SEE SHEET 5 LOT 12 21,616 SF 0.496 AC T R A C T M LOT 47 LOT 48 UNPLATTED BUILDING H BUILDING I BUILDING J G A R A G E H GARAGE G N 9 ° 2 4 ' 3 3 " W 5 2 . 6 7 ' N80°35'27"E 16.33' C8 N9°24'20"W 5.00' L=15.93' R=23.67' ∆=38°33'52" CH=15.63' CHB=N28°41'29"W S3 4 ° 1 9 ' 1 7 " W 15 . 1 1 ' N 5 5 ° 4 1 ' 0 0 " W 1 8 0 . 6 8 ' N3 4 ° 1 9 ' 1 7 " E 15. 5 0 ' L=4.48' R=3.95' ∆=65°03'35" CH=4.25' CHB=N06°13'08"W L=0.76' R=1.71' ∆=25°28'07" CH=0.75' CHB=N40°05'58"W L =3 3 .8 9 ' R =2 3 .6 7 ' ∆=8 2 °0 2 '3 3 " C H =3 1 .0 7 ' C H B =S 7 5 °2 0 '3 3 "W S34 ° 1 9 ' 1 7 " W 5 0 . 0 0 ' L=24.34' R=23.63' ∆=59°00'19" CH=23.28' CHB=S26°10'52"E S 5 5 ° 4 1 ' 0 1 " E 1 0 4 . 5 7 ' L =4 0 .2 9 ' R =2 3 .6 7 ' ∆=9 7 °3 1 '4 3 " C H =3 5 .6 0 ' C HB =N 7 5 °1 4 '5 8 "E C 5 N81°55'59"W 15.51' N8 ° 0 4 ' 0 1 " E 1 1 1 . 0 0 ' S 5 5 ° 4 1 ' 0 1 " E 8 6 . 7 9 ' L=6.58' R=4.50' ∆=83°45'46" CH=6.01' CHB=S13°48'08"E S 5 5 ° 4 1 ' 0 1 " E 14 . 5 6 ' S34 ° 1 8 ' 5 9 " W 1 3 1 . 0 0 ' N 5 5 ° 4 1 ' 0 1 " W 16 . 6 9 ' L=3.67' R=2.53' ∆=83°17'49" CH=3.36' CHB=S62°52'48"W L=25.08' R=23.67' ∆=60°42'22" CH=23.92' CHB=S11°39'40"E L=15.37' R=52.33' ∆=16°49'21" CH=15.31' CHB=S33°58'03"E L=6.86' R=5.00' ∆=78°39'21" CH=6.34' CHB=S64°53'03"E N75°47'1 6 " E 15.01' L=12.28' R=71.50' ∆=9°50'24" CH=12.26' CHB=S14°19'45"E S 9 ° 2 4 ' 3 3 " E 5 0 . 5 0 ' S80°35'27"W 15.50'C9 S 9 ° 2 4 ' 3 3 " E 3 7 . 3 6 ' C6 2.80' L=5.76' R=3.67' ∆=90°00'18" CH=5.19' CHB=S10°40'52"E S3 4 ° 1 9 ' 1 7 " W 16. 3 3 ' S 5 5 ° 4 1 ' 0 1 " E 2 2 . 6 7 ' N34 ° 1 9 ' 1 7 " E 16 . 3 3 ' L=5.76' R=3.67' ∆=89°59'42" CH=5.19' CHB=N79°19'08"E S55°41'01"E 1.58' C 7 L=3.28' R=1.67' ∆=112°41'50" CH=2.77' CHB=S67°58'04"W N 5 5 ° 4 1 ' 0 1 " W 17 . 9 6 ' S34 ° 1 8 ' 5 9 " W 8 2 . 6 7 ' S 5 5 ° 4 1 ' 0 1 " E 18 . 1 6 ' L=3.24' R=1.67' ∆=111°19'25" CH=2.75' CHB=S00°01'18"E L=28.3 7 ' R=23.6 7 ' ∆=68°4 0 '3 5 " CH=2 6 .7 0 ' CHB=S8 9°5 8 '4 2 "W N 5 5 ° 4 1 ' 0 1 " W 8. 8 3 ' L=22.02' R=23.67' ∆=53°17'51" CH=21.23' CHB=N29°02'05"W L=6.43' R=3.67' ∆=100°30'07" CH=5.64' CHB=N47°51'54"E S81°53'02"E 6.50' N8 ° 0 4 ' 0 1 " E 8 7 . 2 6 ' S81°53'02"E 1.91' S34 ° 1 9 ' 0 2 " W 16. 8 3 ' L=1.36' R=0.67' ∆=117°03'41" CH=1.14' CHB=S24°12'48"E L=26.26' R=23.67' ∆=63°34'15" CH=24.93' CHB=N65°28'14"E N3 3 ° 4 1 ' 0 7 " E 2.0 1 ' L=25.7 1' R=23.6 7 ' ∆=62°14 ' 4 0 " CH=2 4. 4 7 ' CHB=N02°3 3 ' 4 7 " E L=1.36' R=0.67' ∆=117°07'24" CH=1.14' CHB=N87°07'15"W S34°19'02"W 16.80' N 5 5 ° 4 0 ' 4 6 " W 9 2 . 6 7 ' S 5 5 ° 4 0 ' 5 7 " E 9 2 . 6 7 ' 11 . 3 3 ' 5.4 7 ' L =1 6 .2 5 'L =17.63' 10 . 5 0 ' 5.0 0 ' L=18 . 6 4 ' L = 6 . 4 3' 9. 9 2 ' 6. 7 7 ' L =2 6 .4 8 ' L=13.81' 23 . 1 5 ' 81 . 4 2 ' 6.67' 8.84' 59 . 4 1 ' 6. 7 0 ' 11 . 2 7 ' 51 . 2 7 ' 31. 4 0 ' L=5.29' L =2 7 .4 3 ' L=3.70' L = 2 4 .10 ' UTILITY EASEMENT 36' UTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT DRAINAGE EASEMENT S 3 0 ° 3 1 ' 4 1 " E 3 8 . 0 0 ' 1 1 . 9 7 ' 2 0 . 2 5 ' 5 . 7 9 ' 30.0 0 ' L = 44 . 0 0' ∆ = 7 ° 4 1'1 0 " L = 8 8 . 2 9 ' ∆ = 1 5 ° 2 5 ' 2 4 " N46 ° 1 2 ' 3 9 " E 17. 5 4 ' S50 ° 2 8 ' 4 4 " W 2 3 7 . 5 3 ' N50 ° 2 8 ' 4 4 " E 2 2 8 . 5 7 ' N52 ° 3 9 ' 2 2 " E 9 8 . 2 8 ' S52 ° 3 9 ' 2 2 " W 1 0 4 . 5 8 ' 20' D R A I N A G E EAS E M E N T 20' D R A I N A G E EAS E M E N T 20' D R A I N A G E EAS E M E N T OLD VICTORY ROAD NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 UNPLATTED LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT / OUTLOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" M O U N T A I N W I L L O W D R I V E R E C . 2 0 1 5 0 0 4 9 2 6 PHASE 2 BOUNDARY 270,081 SF 6.200 AC 1 7 . 1 3 ' L = 2 0 . 9 1 ' 2 0 . 8 2 ' 4 3 . 8 7 ' N 5 5 ° 4 0 ' 1 3 " W 4 7 6 . 6 8 ' S 2 8 ° 2 1 ' 5 8 " E 9 3 . 1 2 ' L = 1 3 2 . 2 9 ' R = 3 2 8 . 0 0 ' ∆ = 2 3 ° 0 6 ' 3 4" C H B = S 3 9 ° 5 5 ' 1 5 " E C H = 1 3 1. 4 0' S59° 2 8 ' 1 9 " W 1 8 5 . 2 4 ' OUTLOT A 55,214 SF 1.268 AC LOT 11 23,529 SF 0.540 AC LOT 13 50,688 SF 1.164 AC S37 ° 3 6 ' 0 0 " W 1 5 8 . 2 0 ' N 9 ° 2 4 ' 3 3 " W 9 1 . 6 4 ' N80°51'06"E 1 3 4 . 2 8 ' N3 1 ° 1 3 ' 1 2 " E 1 0 0 . 7 0 ' N 2 4 ° 0 0 ' 4 2 " W 3 8 . 8 8 ' N 5 6 ° 4 2 ' 3 9 " W 5 2 . 7 0 ' S67°2 2 ' 0 5 " W 7 6 . 1 5 ' S34 ° 1 8 ' 5 9 " W 1 4 5 . 5 1 ' S34 ° 1 8 ' 5 9 " W 3 8 . 0 0 ' S8 ° 0 4 ' 0 1 " W 1 0 1 . 1 3 ' 9 7 . 7 3 ' N 5 5 ° 4 0 ' 1 3 " W 8 3 . 6 7 ' L = 6 1 . 3 6 ' R = 7 6 . 0 0 ' ∆ = 4 6 ° 1 5 ' 4 0" C H = 5 9 . 7 1 ' C H B = N 3 2 ° 3 2 ' 2 3 " W L= 15.3 5' R = 3 8 . 0 0 ' ∆ = 2 3 ° 0 8 ' 1 4 " C H = 1 5. 24 ' C H B = N 2 0 ° 5 8 ' 4 0 " W L = 1 5 . 3 5 ' ∆ = 2 3 ° 0 8 ' 1 4 " L = 1 5. 3 5 ' ∆ = 2 3 ° 0 8 ' 1 4 " 2 0 . 3 6 ' 3 4 . 3 1 ' S3 4 ° 1 8 ' 5 9 " W 16. 7 0 ' L=17.41' R=38.00' ∆=26°14'59" C H=17.26' C H B=S21°11'30"W S 5 5 ° 4 1 ' 0 1 " E 1 8 5 . 2 9 ' 8 4 . 8 3 ' S 5 5 ° 4 1 ' 0 1 " E 1 7 7 . 8 2 ' L=5.92' R=3.85' ∆=88°08'50" CH=5.35' CHB=S78°23'42"W PRIVATE ACCESS & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT PRIVATE ACCESS & UTILITY EASEMENT L = 7 2 . 9 4 ' R = 9 0 . 3 3 ' ∆ = 4 6 ° 1 5' 4 0" C H B = S 3 2 ° 3 2 ' 2 3 " E C H = 7 0.9 7' L = 4 9 . 7 9 ' R = 6 1 . 6 6 ' ∆ =4 6 ° 1 5'4 1" C H B = N 3 2 ° 3 2 ' 2 3 " W C H= 4 8 . 4 5' S 5 5 ° 3 8 ' 5 3 " E 2 9 . 0 6 ' N 5 5 ° 4 0 ' 1 3 " W 1 0 2 . 3 3 ' S 9 ° 2 4 ' 3 5 " E 2 6 . 6 4 ' L=5.76' R=3.67' ∆=89°59'58" CH=5.19' CHB=S54°24'34"E N80°35'27"E 16.33' S3 4 ° 1 9 ' 4 7 " W 4 2 . 7 4 ' S 1 6 ° 0 9 ' 4 8 " E 5 3 . 1 6 ' S3 4 ° 1 9 ' 4 7 " W 7 0 . 9 3 ' L=36.45' R=23.67' ∆=88°14'11" CH=32.95' CHB=S09°47'18"E S3 4 ° 1 9 ' 4 7 " W 18. 5 9 ' N34 ° 1 9 ' 4 7 " E 18 . 5 9 ' L=37.18' R=23.67' ∆=90°00'00" CH=33.47' CHB=N79°19'47"E 1 4 . 3 3 ' 1 4 . 3 3 ' 4 2 . 2 6 ' 2 3 . 6 7 ' 2 6 . 6 7 ' 1 5 . 8 6 ' 2 1 . 0 7 ' 35 5 . 1 1 ' S 9 ° 0 8 ' 5 4 " E 1 3 7 . 6 0 ' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 5 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND FILING NO. 1 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 1 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SEE SHEET 4 SEE SHEET 4 SEE SHEET 4 SEE SHEET 4 SEE SHEET 4 RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 1 OF 5 KDS 3-9-22 MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 2 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 2 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SITE: VICINITY MAP 1"=2500' 333231 29 2830 19 20 21 18 17 16 MORTGAGEE'S CONSENT: THE UNDERSIGNED, BEING THE AUTHORIZED REPRESENTATIVE OF U.S. BANK, N.A., THE HOLDER OF A BENEFICIAL INTEREST IN AND TO THE PROPERTY DESCRIBED ON THIS PLAT, UNDER DEED OF TRUST RECORD AND RECEPTION NO. OF THE GRAND COUNTY, COLORADO REAL PROPERTY RECORDS, HEREBY CONSENTS TO THIS PLAT AND AGREES THAT THE LIEN OF THE DEED OF TRUST IS HEREBY SUBORDINATED TO THIS PLAT. BY: _______________________________________ NAME: __________________________________ TITLE: __________________________________ STATE OF _______________________ ) )SS COUNTY OF _____________________ ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___________ DAY OF _______________, 20___ BY ________________________________________________ AS ___________________________________ OF U.S. BANK, N.A. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: ________________________________________ _________________________________________ NOTARY PUBLIC OWNER/DEVELOPER: GRAND PARK DEVELOPMENT, LLC. P.O. BOX 30 WINTER PARK, CO 80482 LAND PLANNER: TERRACINA DESIGN 10200 E. GIRARD AVE. STE. A-314 DENVER, CO 80231 303-632-8867 SURVEYOR: CORE CONSULTANTS, INC. 3473 S. BROADWAY ENGLEWOOD, CO. 80113 970-531-8499 DATE PREPARED: MARCH 9, 2022 BOARD OF TRUSTEES APPROVAL: APPROVED AND ALL PUBLIC DEDICATIONS ACCEPTED THIS ________________ DAY OF ________________, 20___ BY THE FRASER TOWN BOARD. THE TOWN OF FRASER DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CORRECTNESS OR ACCURACY OF ANY INFORMATION DISCLOSED ON THIS PLAT NOR ANY REPRESENTATIONS OR INFORMATION PRESENTED TO THE TOWN OF FRASER WHICH INDUCED THE TOWN TO GIVE THIS CERTIFICATE. BY: __________________________________ __________________________________ MAYOR, TOWN OF FRASER SURVEYOR'S CERTIFICATE: I, DAVID R. LUTZ, A DULY LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS PLAT OF THE ALPENGLOW AT GRAND PARK FILING NO. 2, TRULY AND CORRECTLY REPRESENTS THE RESULTS OF A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SAID PLAT COMPLIES WITH THE REQUIREMENTS OF TITLE 38, ARTICLE 51, COLORADO REVISED STATUTES, 1973, AND THE MONUMENTS REQUIRED BY SAID STATUTE AND BY THE TOWN OF FRASER SUBDIVISION REGULATIONS HAVE BEEN PLACED IN THE GROUND. DAVID R. LUTZ, CO PLS 35586 CORE CONSULTANTS, INC. DEDICATION AND NOTARY CLAUSE: KNOW ALL MEN BY THESE PRESENTS: THAT GRAND PARK DEVELOPMENT, LLC, A COLORADO LIMITED LIABILITY COMPANY, IS THE OWNER OF THAT REAL PROPERTY SITUATED IN THE TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE N 82°12'21" W, 814.03 FEET TO A POINT ON NON-TANGENT CURVATURE AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2036.00 FEET, A CENTRAL ANGLE OF 00° 32' 07", AND AN ARC LENGTH OF 19.03 FEET, THE CHORD OF WHICH BEARS N 55° 24' 09" W, 19.03 FEET; THENCE N 55° 40' 13" W, 492.87 FEET TO THE SOUTH CORNER OF ALPENGLOW AT GRAND PARK FILING NO. W, A SUBDIVISION PLAT RECORDED IN THE GRAND COUNTY CLERK AND RECORDER'S OFFICE; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID ALPENGLOW AT GRAND PARK FILING NO. 1 PLAT, THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1) THENCE N 34° 19' 47" E, 70.93 FEET; 2) THENCE N 16° 09' 48" W, 53.16 FEET; 3) THENCE N 34° 19' 47" E, 42.74 FEET; 4) THENCE N 59° 28' 19" E, 185.24 FEET TO A POINT ON THE SOUTH LINE OF THE WILLOWS AT GRAND PARK FILING NO. 3, A SUBDIVISION PLAT RECORDED AT RECEPTION NO. 2016006982, SAID GRAND COUNTY RECORDS AND A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE SOUTH AND EAST LINES OF SAID WILLOWS AT GRAND PARK FILING NO. 3, THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1) THENCE ALONG THE ARC OF A NON-TANGNENT CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 29° 57' 45", AND AN ARC LENGTH OF 171.53 FEET, THE CHORD OF WHICH BEARS S 66° 27' 24" E,169.58 FEET; 2) THENCE S 81° 26' 17" E, 208.87 FEET; 3) THENCE N 08° 33' 43" E, 40.93 FEET TO A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 128.53 FEET, A CENTRAL ANGLE OF 08° 52' 14" AND AN ARC LENGTH OF 19.90 FEET, THE CHORD OF WHICH BEARS S 61° 02' 06" E, 19.88 FEET; THENCE S 56° 37' 30" E, 14.62 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 73° 35' 37" AND AN ARC LENGTH OF 32.11 FEET, THE CHORD OF WHICH BEARS N 86° 34' 42" E, 29.95 FEET; THENCE S 40° 13' 07" E, 60.00 FEET TO A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 168.00 FEET, A CENTRAL ANGLE OF 28° 12' 36", AND AN ARC LENGTH OF 82.72 FEET, THE CHORD OF WHICH BEARS S 35° 40' 35" W, 81.88 FEET; THENCE S 21° 34' 17" W, 46.31 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 530.00 FEET, A CENTRAL ANGLE OF 12° 45' 27", AND AN ARC LENGTH OF 118.01 FEET, THE CHORD OF WHICH BEARS S 27° 57' 01" W, 117.77 FEET; THENCE S 34° 19' 45" W, 235.05 FEET TO THE TRUE POINT OF BEGINNING. AREA= 4.521 ACRES, MORE OR LESS THAT THEY HAVE CAUSED SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS THE ALPENGLOW AT GRAND PARK FILING NO. 2, AND DO HEREBY DEDICATE AND SET APART ALL THE STREETS, ALLEYS AND OTHER PUBLIC WAYS AND PLACES SHOWN ON THE ACCOMPANYING PLAT FOR THE USE OF THE PUBLIC FOREVER, AND DO HEREBY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENTS ON THE ACCOMPANYING PLAT AS EASEMENTS. IN WITNESS WHEREOF, GRAND PARK DEVELOPMENT, LLC., A COLORADO LIMITED LIABILITY COMPANY, HAVE CAUSED ITS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF , 20___. BY: ______________________________________ C. CLARK LIPSCOMB, PRESIDENT STATE OF COLORADO ) )SS COUNTY OF GRAND ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ______________________ DAY OF ___________________, 20___ BY: C. CLARK LIPSCOMB AS PRESIDENT OF GRAND PARK DEVELOPMENT, LLC. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: ______________________________ ________________________________________ NOTARY PUBLIC GENERAL NOTES: 10.) A BLANKET PERPETUAL, NON-EXCLUSIVE EASEMENT IS CREATED OVER, ACROSS AND UNDER THE PROPERTY AND IN THE LOCATIONS SHOWN HEREON ARE HEREBY ESTABLISHED FOR THE PURPOSE OF INGRESS TO AND EGRESS FROM, AND THE INSTALLATION, REPAIR, REPLACEMENT, OPERATION AND MAINTENANCE OF ALL UTILITY LINES AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO ELECTRIC, NATURAL GAS, WATER, SEWER, CABLE TELEVISION, INTERNET AND TELEPHONE.  THIS EASEMENT IS FOR THE BENEFIT OF ALL UNITS AND MAY BE CONVEYED ON A NON-EXCLUSIVE BASIS TO PROVIDERS OF SUCH SERVICES BUT SUBORDINATE TO PLANNED OR EXISTING IMPROVEMENTS AND MAY NOT BE USED TO PROVIDE SERVICES TO LOTS OR UNITS NOT WITHIN THE PROJECT UNLESS FIRST APPROVED BY THE DEVELOPER, ANY CONSTRUCTION AND PLACEMENT OF LINES, EQUIPMENT, OR BUILDING STRUCTURES OR CHANGES IN GRADE SHALL COMPLY WITH THE STANDARDS OF ALL UTILITY PROVIDERS UTILIZING THE EASEMENT. 11.) THE TOWN OF FRASER HEREBY AGREES ABOVE GROUND UTILITY EQUIPMENT SHALL BE ALLOWED IN THE FRASER TOWN RIGHT-OF-WAY AS DEPICTED HEREIN WHEN PLACED A MINIMUM OF 2' BEHIND THE SIDEWALK OR 3' BEHIND THE 6" CURB WHERE THERE ARE NO SIDEWALKS. 12.) EACH BUILDING PERMIT APPLICATION SUBMITTED TO THE TOWN FOR CONSTRUCTION OF A BUILDING IMPROVEMENT ON A LOT SHALL INCLUDE A SITE PLAN AND SHALL BE REVIEWED BY TOWN STAFF FOR COMPLIANCE WITH THE APPROVED ENGINEERING DESIGNS FOR THE PROPERTY. THE SITE PLAN SHALL INCLUDE SITE-SPECIFIC DESIGN INFORMATION RELATING TO PARKING AND SNOW STORAGE REQUIREMENTS. IF THE BUILDING IMPROVEMENT, THE PARKING AND SNOW STORAGE AREA(S) AND THE SITE-SPECIFIC DESIGN INFORMATION DESCRIBED IN THE BUILDING PERMIT APPLICATION AND SITE PLAN ARE IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED ENGINEERING PLANS, THIS PLAT, AND THE TOWN'S PARKING AND SNOW STORAGE REGULATIONS, THE BUILDING PERMIT APPLICATION SHALL BE FORWARDED TO THE BUILDING OFFICIAL FOR ISSUANCE OF THE REQUESTED BUILDING PERMIT SUBJECT TO COMPLIANCE WITH APPLICABLE BUILDING CODES. THE PARKING, SNOW STORAGE, DRAINAGE, LANDSCAPING, AND OTHER IMPROVEMENTS INCLUDED IN EACH APPROVED BUILDING PERMIT APPLICATION SHALL BE COMPLETED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY FOR EACH BUILDING AND SHALL BE DELINEATED ON THE AS-BUILT MAP. 13.) ALL DRIVEWAYS, PARKING AREAS, OPEN SPACE AND DRAINAGE IMPROVEMENTS INCLUDING SWALES AND DETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED BY THE ALPENGLOW CONDOMINIUM ASSOCIATION. 14.) ALL SUBSEQUENT SUBDIVISIONS AND ANY APPLICATION FOR FPDP APPROVAL SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE TOWN'S SUBDIVISION REGULATIONS. 15.) THE PURPOSE OF THIS PLAT IS TO DEPICT THE LOT BOUNDARIES. A CONDOMINIUM MAP WILL BE RECORDED SUBSEQUENT TO CONSTRUCTION. 16.) UPON RECORDATION OF A AS-BUILT CONDOMINIUM MAP OF EACH PORTION OF THE PROPERTY THAT CONTAINS A COMPLETED BUILDING IMPROVEMENT AND RECORDATION OF A CONDOMINIUM DECLARATION THAT SUBMITS THAT PORTION OF THE PROPERTY AND RELATED AREAS TO A CONDOMINIUM REGIME IN ACCORDANCE WITH THE ACT, DEVELOPMENT OF THAT PORTION OF THE PROPERTY SHALL BE COMPLETED AND THEREAFTER AIR SPACE UNITS DEPICTED ON THE CONDOMINIUM MAP (“UNITS”) MAY BE SOLD, TRANSFERRED, ASSIGNED, CONVEYED AND ENCUMBERED IN ACCORDANCE WITH APPLICABLE LAW. 17.) THE PROPERTY IS SUBJECT TO THE COMMUNITY CHARTER AND PORTIONS OF THE PROPERTY WILL BECOME SUBJECT TO THE TERMS OF NEW CONDOMINIUM DECLARATIONS AS DEVELOPMENT OF PORTIONS OF THE PROPERTY ARE COMPLETED. OWNERS OF LOTS AND UNITS WITHIN THE PROPERTY ARE ADVISED TO CAREFULLY REVIEW THE TERMS AND CONDITIONS OF THE COMMUNITY CHARTER AND ALL OTHER DECLARATIONS RECORDED AGAINST TITLE TO THE PROPERTY IN ORDER TO ADEQUATELY DETERMINE AND UNDERSTAND THE RESPONSIBILITIES AND OBLIGATIONS IMPOSED AS A CONDITION OF OWNERSHIP WITHIN THE PROPERTY. 18.) IMMEDIATELY PRIOR TO THE RECORDATION OF THE FIRST CONDOMINIUM MAP FOR A PORTION OF THE PROPERTY THAT CONTAINS A COMPLETED BUILDING IMPROVEMENT, DEVELOPER SHALL RECORD THAT CERTAIN DECLARATION OF CONDOMINIUM FOR ALPENGLOW CONDOMINIUMS IN THE FORM AND SUBSTANCE APPROVED BY THE TOWN, SUBMITTING TO CONDOMINIUM OWNERSHIP THE PORTION OF THE PROPERTY INCLUDED ON THAT CONDOMINIUM MAP. 19.) ALTHOUGH BUILDING PERMITS MAY BE ISSUED PRIOR TO FINAL COMPLETION OF SUBDIVISION IMPROVEMENTS, NO CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR A STRUCTURE ON ANY LOT, PARCEL OR TRACT UNTIL ALL SUCH IMPROVEMENTS, AS REQUIRED BY THE SIA, HAVE BEEN SUBSTANTIALLY COMPLETED AND PRELIMINARILY ACCEPTED BY THE TOWN. GENERAL NOTES: 1.) BASIS OF BEARINGS FOR THIS PLAT IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN WHICH WAS ASSUMED TO BEAR N89°49'44"E, AS MONUMENTED AS SHOWN HEREON. 2.) SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" AT ALL EXTERIOR BOUNDARY CORNERS UNLESS OTHERWISE NOTED. 3.) THIS PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY CORE CONSULTANTS, INC., TO DETERMINE OWNERSHIP, RIGHTS OF WAY OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND TITLE OF RECORD, CORE CONSULTANTS, INC., RELIED UPON TITLE COMPANY OF THE ROCKIES, INC., TITLE COMMITMENT NUMBER 0303426-C5 WITH AN EFFECTIVE DATE OF FEBRUARY 23, 2022 AT 7:00 A.M. 4.) LEGAL DESCRIPTION PREPARED BY DAVID R. LUTZ, CORE CONSULTANTS, INC. 3473 S. BROADWAY, ENGLEWOOD, CO 80113. 5.) THE U.S. SURVEY FOOT WAS USED FOR ALL MEASUREMENTS ON THIS SURVEY. PURSUANT TO C.R.S. 38-52.103(2) METRIC CONVERSION IS: ONE METER EQUALS 3937/1200 FEET. 6.) ONSITE EASEMENTS ARE HEREBY DEDICATED BY THIS PLAT IN THE LOCATIONS AND FOR THE PURPOSES SHOWN HEREON. 7.) FIRE PROTECTION SERVICES FOR THE ALPENGLOW AT GRAND PARK SHALL BE PROVIDED BY THE EAST GRAND FIRE PROTECTION DISTRICT NO. 4. 8.) THE PROPERTY IS SUBJECT TO THE AMENDED AND RESTATED ANNEXATION AGREEMENT RECORDED DECEMBER 30, 2003 AT RECEPTION NO. 2003016733. 9.) BUILDING SETBACKS FRONT SETBACK: 0 FEET SIDE SETBACK: 0 FEET (MINIMUM DISTANCE BETWEEN BUILDING STRUCTURES IS 10 FEET REAR SETBACK: 0 FEET OLD VICTORY ROAD SETBACK: 20 FEET OLD VICTORY ROAD IMPROVEMENT: 15 FEET SE COR. NW1/4, NE1/4, SEC. 29 (NE1/16 COR.) FOUND 30" LONG #6 REBAR WITH 3-1/4" ALUMINUM CAP MARKED "2018 PLS 34592" SW COR. SE1/4, NE1/4, SEC. 29 (C-C E1/16 COR.) FOUND 30" LONG #6 REBAR WITH 3-1/4" ALUMINUM CAP MARKED "2014 PLS 34592" POINT OF COMMENCEMENT E1/4 CORNER T1S, R75W, 6TH P.M., SEC. 29 FOUND 1-1/2" STEEL POST WITH 2-1/2" GLO BRASS CAP PROPERLY MARKED "1933" SE1/ 4 , N E 1 / 4 SEC T I O N 2 9 S0 0 ° 3 0 ' 5 3 " E 1 3 1 8 . 8 5 ' W. L I N E S E 1 / 4 , N E 1 / 4 , S E C . 2 9 BASIS OF BEARINGS S. LINE SE1/4, NE1/4, SEC. 29 S89°49'44"W 1321.23' N89°47'20"E 1319.93' S. LINE NW1/4, NE1/4, SEC. 29 SW1 / 4 , N E 1 / 4 SEC T I O N 2 9 U N I O N P A C I F I C R A I L R O A D (1 0 0 ' R O W ) TRUE POINT OF BEGINNING E . L I N E S E 1 / 4 , N E 1 / 4 , S E C . 2 9 N. LINE SE1/4, NE1/4, SEC. 29 S. LINE SW1/4, NE1/4, SEC. 29 W . L I N E S W 1 / 4 , N E 1 / 4 , S E C . 2 9 MOUN T A I N W I L L O W D R I V E NA R R O W L E A F C O U R T BLU E S T E M C O U R T WILLOWS AT GRAND PARK FILING NO. 2 REC. 2016006979 WI L L O W S A T G R A N D P A R K FIL I N G N O . 1 RE C . 2 0 1 5 0 0 4 9 2 6 W I L L O W S A T G R A N D P A R K F I L I N G N O . 3 R E C . 2 0 1 6 0 0 6 9 8 2 LOT 9 LOT 6 LOT 7 LOT 8 AM E R I C A N W I L L O W D R I V E SW COR. NW1/4, NE1/4, SEC. 29 (C-C N1/16 COR.) (6.6' WITNESS CORNER) FOUND 1-1/2" STEEL POST WITH 2-1/2" GLO BRASS CAP PROPERLY MARKED "1933" W.C. IN ROCK PILE N82°12'21" W 8 1 4 . 0 3 ' N34°19'47"E 70.93' N16°09'48"W 53.16' N34°19'47"E 42.74' N59° 2 8 ' 1 9 " E 1 8 5 . 2 4 ' L=171.53' R =328.00' ∆ =29°57'45" C H=169.58' C H B =S66°27'24"E S81°26'17" E 2 0 8 . 8 7 ' N8°33'43"E 40.93' L=19.90' R=128.53' ∆=8°52'14" CH=19.88' CHB=S61°02'06"E S56°37'30"E 14.62' L=32.11' R=25.00' ∆=73°35'37" CH=29.95' CHB=N86°34'42"E S40°13'07"E 60.00' L=82.72' R=168.00' ∆=28°12'36" CH=81.88' CHB=S35°40'35"W S2 1 ° 3 4 ' 1 7 " W 46 . 3 1 ' L=118.01' R=530.00' ∆=12°45'27" CH=117.77' CHB=S27°57'01"W S3 4 ° 1 9 ' 4 5 " W 2 3 5 . 0 5 ' N 5 5 ° 3 9 ' 3 7 " W 5 1 1 . 9 0 ' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 2 OF 5 KDS 3-9-22 MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 2 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 2 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O 1 inch = 100 ft. 200'100'0 CHB=S70°48'37"E WILLOWS AT GRAND PARK FILING NO. 3 REC. 2016006982 T R A C T M LOT 50 AM E R I C A N W I L L O W D R I V E LOT 54 LOT 53 LOT 52 UNPLATTED LOT 51 BUILDING E BUILDING F BUILDING G G A R A G E C G A R A G E D G A R A G E E L=6.53' R=61.67' ∆=6°04'12" CH=6.53' CHB=N85°13'33"E L=8.36' R=5.00' ∆=95°45'50" CH=7.42' CHB=N34°18'32"E N 1 3 ° 3 4 ' 2 3 " W 1 3 . 8 9 ' L =1 3 .2 7 ' R =4 2 .5 0 ' ∆=1 7 °5 3 '1 2 " C H =1 3 .2 1 ' C H B =N 6 8 °2 4 '5 5 "E N59° 2 8 ' 1 9 " E 1 8 0 . 8 0 ' L =5 3 .5 0 'R =7 1.5 0 '∆=4 2 °5 2 '0 7" C H B =N 8 0 °5 4 '2 3 "E C H =5 2.2 6' S77°39' 3 4 " E 7 9 . 3 6 ' L = 9 8 . 4 9 ' R = 7 1 . 5 0 ' ∆ = 7 8 ° 5 5 ' 3 3 " C H B = S 3 8 ° 1 1 ' 4 8 " E C H = 9 0 . 8 9 ' S1 ° 1 5 ' 5 9 " W 3 2 . 0 4 ' N88°44'01"W 15.50' C2 C 1 S 5 7 ° 1 0 ' 5 3 " E 7 7 . 1 7 ' L=10.95' R=24.67' ∆=25°25'40" CH=10.86' CHB=N44°28'04"W N 5 7 ° 1 0 ' 5 4 " W 7 1 . 8 8 ' L=28.91' R=23.67' ∆=69°58'44" CH=27.15' CHB=S87°49'44"W C5 L=6.49' R=4.32' ∆=86°05'49" CH=5.90' CHB=S15°14'51"W S 3 6 ° 2 1 ' 0 2 " E 1 5 . 5 4 ' S53 ° 3 8 ' 5 8 " W 1 3 1 . 0 0 ' N 3 6 ° 2 1 ' 0 2 " W 2 0 . 1 8 ' L=18.08' R=52.33' ∆=19°47'26" CH=17.99' CHB=S87°08'14"W L=4.01' R=3.67' ∆=62°35'57" CH=3.81' CHB=S65°43'59"W S34 ° 2 6 ' 0 0 " W 2 0 . 2 8 ' N 5 5 ° 3 4 ' 0 0 " W 2 1 7 . 0 8 ' S1 ° 2 8 ' 5 0 " W 6. 9 2 ' N 5 5 ° 3 4 ' 0 0 " W 9 3 . 4 1 ' L=4.75' R=3.67' ∆=74°16'56" CH=4.43' CHB=N18°22'35"W N55°31'03"W 8.86' L=4.16' R=3.67' ∆=65°00'38" CH=3.94' CHB=N88°01'22"W S59° 2 8 ' 1 9 " W 1 4 . 9 7 ' L = 4 6.52' R = 2 3.67' ∆ = 112 ° 37'31" C H = 3 9.38' C H B = S 0 3 °09'34"W C4 S 5 5 ° 3 4 ' 0 0 " E 9 3 . 2 7 ' N3 4 ° 2 6 ' 0 0 " E 1 8 . 3 5 ' S 5 5 ° 3 3 ' 3 3 " E 2 0 . 2 6 ' S3 4 ° 2 6 ' 2 7 " W 1 6 . 3 3 ' L=5.79' R=3.67' ∆=90°31'10" CH=5.21' CHB=S10°49'07"E L=29 .0 3 ' R=23.6 7 ' ∆=70°16 '19 " CH=2 7 .2 4 ' CHB=N8 8 °4 7 '0 8 "E N53 ° 3 8 ' 5 8 " E 3 0 . 1 5 ' L=6.99' R=3.67' ∆=109°10'01" CHB=N00°56'02"W CH=5.98' N 5 5 ° 3 1 ' 0 3 " W 8. 6 0 ' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=S79°28'57"W S34 ° 2 8 ' 5 7 " W 16. 3 3 ' N 5 5 ° 3 1 ' 0 3 " W 4 0 . 2 7 ' N3 4 ° 2 6 ' 0 0 " E 1 7 . 4 1 ' S 5 5 ° 3 1 ' 0 3 " E 3 2 . 6 0 ' L=4.53' R=3.67' ∆=70°49'59" CHB=N89°03'58"E CH=4.25' N53 ° 3 8 ' 5 8 " E 5 3 . 6 9 ' L =34.85' R =34.67' ∆=57°36'11" C H =33.40' C H B =N24°50'53"E L=5.43' R=3.67' ∆=84°46'48" CH=4.94' CHB=N46°20'37"W N88°44'01"W 16.20' N1 ° 1 5 ' 5 9 " E 3 2 . 6 7 ' S88°44'01"E 16.33' L=5.43' R=3.67' ∆=84°48'39" CH=4.95' CHB=N48°51'39"E L = 3 0 . 6 4 ' R = 2 3 . 6 7 ' ∆ =7 4 ° 1 0 ' 4 4 " C H = 2 8 . 5 4 ' C H B = N 3 7 ° 5 1 ' 5 4 " W L=5.93' R=3.67' ∆=92°42'18" CH=5.31' CHB=S58°41'35"W S1 2 ° 2 0 ' 2 6 " W 16 . 3 1 ' N77°39 ' 3 4 " W 7 2 . 6 7 ' N1 2 ° 2 0 ' 2 6 " E 16 . 3 3 ' C 3 L=15.20' R=23.67' ∆=36°47'43" CH=14.94' CHB=S85°09'08"W L=6.23' R=3.67' ∆=97°16'57" CH=5.50' CHB=S18°06'48"W S 3 0 ° 3 1 ' 4 1 " E 1 6 . 1 7 ' S59° 2 8 ' 1 9 " W 5 2 . 6 7 ' N 3 0 ° 3 1 ' 4 1 " W 1 6 . 3 3 ' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N75°31'41"W S59° 2 8 ' 1 9 " W 3 1 . 1 3 ' L=7.36' R=3.67' ∆=114°59'22" CH=6.18' CHB=S01°58'38"W S 5 5 ° 3 1 ' 0 3 " E 1 4 . 0 5 ' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N79°28'57"E N34 ° 2 8 ' 5 7 " E 15 . 1 7 ' S 5 5 ° 3 1 ' 0 3 " E 1 0 0 . 3 3 ' S34°28'57"W 15.17' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=S10°31'03"E UTILITY EASEMENT L1 L2 5 . 3 4 ' 1 0 . 8 3 ' 1 0 . 8 3 ' 5 . 5 0 ' 9. 6 9 ' 4. 3 6 ' 1 0 . 8 3 ' 5 . 5 0 ' UTIL I T Y EAS E M E N T UTIL I T Y EAS E M E N T N 1 0 ° 3 4 ' 0 0 " W 2 1 . 4 9 ' 7 . 7 8 ' L = 4 5.91' UTILITY E A S E M E N T S78°02'29 " W 4 8 . 3 2 ' 23 . 1 3 ' 7.0 2 ' L=4.84' 33 . 5 1 ' 20 . 1 8 ' S3 ° 5 0 ' 5 1 " W 8 5 . 6 3 ' UT I L I T Y E A S E M E N T 1 0 . 0 0 ' 5 . 5 4 ' L =1 4 .9 0 ' L3 L4 UTILITY EASEMENT 22 ' U T I L I T Y E A S E M E N T 5' U T I L I T Y E A S E M E N T 2 3 1 . 6 3 ' DRAINAGE EASEMENT S 3 0 ° 3 1 ' 4 1 " E 3 8 . 0 0 ' 1 1 . 9 7 ' 2 0 . 2 5 ' 5 . 7 9 ' 30.0 0 ' L = 4 4. 0 0' ∆ = 7 ° 4 1'1 0 " N46 ° 1 2 ' 3 9 " E 17. 5 4 ' S50 ° 2 8 ' 4 4 " W 2 3 7 . 5 3 ' N50 ° 2 8 ' 4 4 " E 2 2 8 . 5 7 ' 20 . 8 2 ' 43 . 8 7 ' 20' D R A I N A G E EAS E M E N T 20' D R A I N A G E EAS E M E N T 20' D R A I N A G E EAS E M E N T OLD VICTORY ROAD NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 MOUNTAI N W I L L O W D R I V E REC. 2015 0 0 4 9 2 6 M O U N T A I N W I L L O W D R I V E M O U N T A I N W I L L O W D R I V E R E C . 2 0 1 5 0 0 4 9 2 6 L=4.67' R=5.33' ∆=50°12'38" CH=4.53' CHB=N78°24'58"W ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT 22' 22'N59° 2 8 ' 1 9 " E 2 9 . 9 5 ' 30'X33.39' TRASH ENCLOSURE 1. 6 5 ' 3 0 . 0 0 ' 2. 7 5 ' 22 . 2 4 ' 3 0 . 0 0 ' 30'X22.4' TRASH ENCLOSURE 3 3 . 3 9 ' N35°26'00"E 6.96' LOT 6 75,848 SF 1.741 AC LOT 9 31,373 SF 0.720 AC LOT 8 LOT 7 24,160 SF 0.555 AC 98.96' N53 ° 3 8 ' 5 8 " E 1 1 9 . 8 4 ' L =2 4.2 2' ∆=2 8 °19'15" L=20.58' ∆=24°03'45" S 5 7 ° 1 0 ' 5 3 " E 1 1 5 . 5 7 ' N1 ° 1 5 ' 5 9 " E 4 1 . 6 5 ' L = 2 6 . 1 7 ' R = 3 8 . 0 0 ' ∆ = 3 9 ° 2 7 ' 4 6 " C H = 2 5 . 6 6 ' C H B = N 1 8 ° 2 7 ' 5 4 " W N40 ° 0 5 ' 2 6 " E 7 6 . 5 3 ' L =2 1 .9 3 ' R =3 8 .0 0 ' ∆=3 3 °0 4 '1 7 " C H =2 1 .6 3 ' C H B =N 7 0 °1 1 '0 7 "E N 5 5 ° 4 0 ' 1 3 " W 20 . 7 0 ' L=86.03'R=76.00'∆=6 4 °51'2 8 "CHB=N88°05'57"W CH=8 1.5 1' S59° 2 8 ' 1 9 " W 1 7 2 . 5 0 ' S 3 0 ° 3 1 ' 4 1 " E 1 3 8 . 1 9 ' UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT N80°22'3 4 " W 12.02' N9 ° 3 9 ' 2 3 " E 15 . 1 1 ' S9°40'26"W 8.90' L=23.91' ∆=19°09'49" L = 13.5 4' ∆ =10°5 1'0 9 " N1 ° 1 5 ' 5 9 " E 3 7 . 0 4 ' 1 4 . 3 3 ' 14 . 3 3 ' 4 2 . 2 6 ' 3 3 1 . 9 6 ' N3 4 ° 1 9 ' 4 7 " E 7 0 . 9 3 ' N 1 6 ° 0 9 ' 4 8 " W 5 3 . 1 6 ' N3 4 ° 1 9 ' 4 7 " E 4 2 . 7 4 ' N59° 2 8 ' 1 9 " E 1 8 5 . 2 4 ' L=171.53'R=328.00'∆=29°57'45" C HB=S66°27'24"E CH=169.58' S81°26'17" E 2 0 8 . 8 7 ' ALPENGLOW AT GRAND PARK FILING NO. 2 REC. _____________ L=45.35'R=61.67'∆=42°08'20"CH=44.34'CHB=N76°44'23"W N 5 5 ° 4 0 ' 1 3 " W 20 . 7 0 ' S 5 5 ° 4 0 ' 1 3 " E 20 . 7 0 ' L=44.52' R=90.33' ∆=28°14'27" CH=44.08' CHB=S69°47'26"E S34 ° 2 8 ' 5 7 " W 2 4 . 9 9 ' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 3 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 2 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 2 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SE E S H E E T 4 SE E S H E E T 4 SE E S H E E T 5 SEE SHEET 5 LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" L=11.73' R=24.67' ∆=27°15'27" CH=11.62' CHB=S70°48'37"E L=111.34' R =500.00' ∆=12°45'30" C H B=N27°57'02"E C H=111.11' N2 1 ° 3 4 ' 1 7 " E 4 6 . 3 1 ' L=9 7.4 9'R =19 8.0 0'∆=2 8 °1 2'3 6 " C H B =N 3 5°4 0'3 5 "E C H =9 6 .5 0 ' L=69.35' ∆=20°0 4'0 3" L =2 8 .14 ' ∆ =8 °0 8 '3 3 "S 5 6 ° 3 7 ' 3 0 " E 6 1 . 3 8 ' L= 1 1 . 9 3 ' R = 1 1 2 . 0 0 ' ∆ = 6 ° 0 6 ' 1 8 " C H B = S 5 9 ° 4 0 ' 3 9 " E C H = 1 1 . 9 3 ' 1 9 . 2 2 ' 1 8 . 8 5 ' L=104.66' ∆=12°45'30" WILLOWS AT GRAND PARK FILING NO. 3 REC. 2016006982 AM E R I C A N W I L L O W D R I V E (6 0 ' R O W ) M O U N T A I N W I L L O W D R I V E (3 6 ' R O W ) LOT 55 LOT 54 BUILDING E BUILDING F L = 9 8 . 4 9 ' R = 7 1 . 5 0 ' ∆ = 7 8 ° 5 5 ' 3 3 " C H B = S 3 8 ° 1 1 ' 4 8 " E C H = 9 0 . 8 9 ' S1 ° 1 5 ' 5 9 " W 3 2 . 0 4 ' N88°44'01"W 15.50' C2 C 1 S 5 7 ° 1 0 ' 5 3 " E 7 7 . 1 7 ' L=10.95' R=24.67' ∆=25°25'40" CH=10.86' CHB=N44°28'04"W N 5 7 ° 1 0 ' 5 4 " W 7 1 . 8 8 ' ∆=69°58'44" CH=27.15' CHB=S87°49'44"W S1 ° 2 8 ' 5 0 " W 6. 9 2 ' CHB=N46°20'37"W CHB=N48°51'39"E 22 ' U T I L I T Y E A S E M E N T 5' U T I L I T Y E A S E M E N T 2 3 1 . 6 3 ' L=16.08' ∆=1°5 7'35" MOUNTAI N W I L L O W D R I V E REC. 2015 0 0 4 9 2 6 22' 22' 3.33' 30' 30' 30 ' 30 ' LOT 7 24,160 SF 0.555 AC L = 3 7 . 8 2 ' R = 2 5 . 0 4 ' Δ = 0 8 6 ° 3 2 ' 2 7 " L=33.86' R=234.13' Δ=008°17'08" 4 6 . 3 1 ' 109.91' 2 . 8 6 ' 4. 7 4 ' L=3.85' R=94.00' ∆=2°20'43" L=19.29' ∆=2°21'06" L=56.89' ∆=6°56'08" L =12.4 0' ∆=1°3 0'41" S 5 7 ° 1 0 ' 5 3 " E 1 1 5 . 5 7 ' = 2 6 . 1 7 '0 ' N40 ° 0 5 ' 2 6 " E 7 6 . 5 3 ' UTILITY EASEMENT ACCESS & UTILITY EASEMENT N80°22'3 4 " W 12.02' N9 ° 3 9 ' 2 3 " E 15 . 1 1 ' 5 4' 0 9 " N1 ° 1 5 ' 5 9 " E 3 7 . 0 4 ' S81°26'17" E 2 0 8 . 8 7 ' N8 ° 3 3 ' 4 3 " E 4 0 . 9 3 ' L=19.90' R=128.53' ∆=8°52'14" CH=19.88' CHB=S61°02'06"E S 5 6 ° 3 7 ' 3 0 " E 14 . 6 2 ' L=32.11' R=25.00' ∆=73°35'37" CH=29.95' CHB=N86°34'42"E S 4 0 ° 1 3 ' 0 7 " E 6 0 . 0 0 ' L=82.72' R =16 8.0 0'∆=2 8 °1 2 '3 6 " C H B=S 35°4 0'3 5 "W C H =8 1.8 8 ' S2 1 ° 3 4 ' 1 7 " W 4 6 . 3 1 ' L=118.01' R =530.00' ∆=12°45'27" C H B=S 27°57'01"W C H=117.77' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 4 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 2 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 2 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SE E S H E E T 3 SE E S H E E T 3 SE E S H E E T 5 LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" L=11.73' R=24.67' ∆=27°15'27" CH=11.62' CHB=S70°48'37"E N34 ° 1 9 ' 4 7 " E 2 3 4 . 9 6 ' L=111.34' R =500.00' ∆=12°45'30" C H B=N27°57'02"E C H=111.11' N2 1 ° 3 4 ' 1 7 " E 4 6 . 3 1 ' 30 . 0 0 ' 10 . 9 8 ' 23 4 . 9 6 ' L=104.66' ∆=12°45'30" AM E R I C A N W I L L O W D R I V E (6 0 ' R O W ) OLD VICTORY ROAD NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 BUILDING E G A R A G E C G A R A G E D G A R A G E E L=6.53' R=61.67' ∆=6°04'12" CH=6.53' CHB=N85°13'33"E CHB=N34°18'32"E C 1 S5 7 ° 1 0 ' 5 3 " E 7 7 . 1 7 ' L=10.95' R=24.67' ∆=25°25'40" CH=10.86' CHB=N44°28'04"W N 5 7 ° 1 0 ' 5 4 " W 7 1 . 8 8 ' L=28.91' R=23.67' ∆=69°58'44" CH=27.15' CHB=S87°49'44"W C5 L=6.49' R=4.32' ∆=86°05'49" CH=5.90' CHB=S15°14'51"W S 3 6 ° 2 1 ' 0 2 " E 1 5 . 5 4 ' S53 ° 3 8 ' 5 8 " W 1 3 1 . 0 0 ' N 3 6 ° 2 1 ' 0 2 " W 2 0 . 1 8 ' L=18.08' R=52.33' ∆=19°47'26" CH=17.99' CHB=S87°08'14"W L=4.01' R=3.67' ∆=62°35'57" CH=3.81' CHB=S65°43'59"W S3 4 ° 2 6 ' 0 0 " W 2 0 . 2 8 ' N 5 5 ° 3 4 ' 0 0 " W 2 1 7 . 0 8 ' S1 ° 2 8 ' 5 0 " W 6. 9 2 ' N 5 5 ° 3 4 ' 0 0 " W 9 3 . 4 1 ' CHB=N18°22'35"WS59° 2 8 ' 1 9 " W 1 4 . 9 7 ' L = 4 6.52' R = 2 3.67' ∆ = 112°37'31" C H = 3 9.38' C H B = S 0 3 °09'34"W C4 S 5 5 ° 3 4 ' 0 0 " E 9 3 . 2 7 ' N3 4 ° 2 6 ' 0 0 " E 1 8 . 3 5 ' S 5 5 ° 3 3 ' 3 3 " E 2 0 . 2 6 ' S34 ° 2 6 ' 2 7 " W 1 6 . 3 3 ' L=5.79' R=3.67' ∆=90°31'10" CH=5.21' CHB=S10°49'07"E L=29.0 3 ' R=2 3 .6 7 ' ∆=70°16 '19 " CH=2 7 .2 4 ' CHB=N8 8 °4 7 '0 8 "E N53 ° 3 8 ' 5 8 " E 3 0 . 1 5 ' L=6.99' R=3.67' ∆=109°10'01" CHB=N00°56'02"W CH=5.98' N 5 5 ° 3 1 ' 0 3 " W 8. 6 0 ' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=S79°28'57"W S3 4 ° 2 8 ' 5 7 " W 16. 3 3 ' N 5 5 ° 3 1 ' 0 3 " W 4 0 . 2 7 ' N34 ° 2 6 ' 0 0 " E 1 7 . 4 1 ' S 5 5 ° 3 1 ' 0 3 " E 3 2 . 6 0 ' L=4.53' R=3.67' ∆=70°49'59" CHB=N89°03'58"E CH=4.25' N53 ° 3 8 ' 5 8 " E 5 3 . 6 9 ' L =34.85' R =34.67' ∆=57°36'11" C H=33.40' C H B =N24°50'53"E ∆=84°46'48" CH=4.94' CHB=N46°20'37"W 16.20'CHB=N79°28'57"E S 5 5 ° 3 1 ' 0 3 " E 1 0 0 . 3 3 ' S34°28'57"W 15.17' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=S10°31'03"E UTIL I T Y EAS E M E N T N 1 0 ° 3 4 ' 0 0 " W 2 1 . 4 9 ' L = 4 5.91' UTILITY E A S E M E N T S78°02'29 " W 4 8 . 3 2 ' 23 . 1 3 ' 7.0 2 ' L=4.84' 33 . 5 1 ' 20 . 1 8 ' S3 ° 5 0 ' 5 1 " W 8 5 . 6 3 ' UT I L I T Y E A S E M E N T 1 0 . 0 0 ' 5 . 5 4 ' L =1 4 .9 0 ' L3 L4 UTILITY EASEMENT 22 ' U T I L I T Y E A S E M E N T 2 3 1 . 6 3 ' L =16.08' ∆=1°57'35" L=4.67' R=5.33' ∆=50°12'38" CH=4.53' CHB=N78°24'58"W ACCESS & UTILITY EASEMENT 22' 22' 3.33' 30' 30' 30 ' 30 ' N59° 2 8 ' 1 9 " E 2 9 . 9 5 ' 30'X33.39' TRASH ENCLOSURE 1. 6 5 ' 3 0 . 0 0 ' 3 0 . 0 0 ' ENCLOSURE 3 3 . 3 9 ' N35°26'00"E 6.96' LOT 8 34,386 SF 0.789 AC 1 1 9 . 9 3 ' L=19.29' ∆=2°21'06" L=56.89' ∆=6°56'08" L =12.4 0' ∆=1°3 0'41" N5 ° 0 6 ' 2 2 " E 1 0 2 . 9 0 ' N53 ° 3 8 ' 5 8 " E 1 1 9 . 8 4 ' L =2 4.22' ∆=2 8 °19'15" L=20.58' ∆=24°03'45" S5 7 ° 1 0 ' 5 3 " E 1 1 5 . 5 7 ' L =2 1 .9 3 ' R =3 8 .0 0 ' ∆=3 3 °0 4 '1 7 " C H =2 1 .6 3 ' C H B =N 7 0 °1 1 '0 7 "E 6 4 °5 1'2 8 " H =8 1.5 1' ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT 3 3 1 . 9 6 ' L=19.03' R=2036.00' ∆=0°32'07" CH=19.03' CHB=N55°24'09"W N 5 5 ° 4 0 ' 1 3 " W 4 9 2 . 8 7 ' S2 1 ° 3 4 ' 1 7 " W 4 6 . 3 1 ' L=118.01' R =530.00' ∆=12°45'27" C H B =S 27°57'01"W C H=117.77' S3 4 ° 1 9 ' 4 5 " W 2 3 5 . 0 5 ' LINE TABLE LINE # L1 L2 L3 L4 LENGTH 6.82' 9.66' 10.94' 10.94' DIRECTION N 59°28'19" E S 77°39'34" E N 53°38'58" E N 27°27'29" E Curve Table Curve # C1 C2 C3 C4 C5 Length 24.819 6.385 5.566 2.655 2.138 Radius 23.667 4.262 3.671 1.667 63.333 Delta 060.0859 085.8387 086.8700 091.2829 001.9346 CHORD BEARING S27°08'19"E S40°26'24"W N31°05'40"W N81°12'20"E S54°36'30"W CHORD LENGTH 23.70' 5.80' 5.05' 2.38' 2.14' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 5 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 2 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 2 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SEE SHEET 3 SEE SHEET 3SEE SHEET 3 SEE S H E E T 4 LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 1 OF 5 KDS 3-9-22 MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 3 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 3 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SITE: VICINITY MAP 1"=2500' 333231 29 2830 19 20 21 18 17 16 MORTGAGEE'S CONSENT: THE UNDERSIGNED, BEING THE AUTHORIZED REPRESENTATIVE OF U.S. BANK, N.A., THE HOLDER OF A BENEFICIAL INTEREST IN AND TO THE PROPERTY DESCRIBED ON THIS PLAT, UNDER DEED OF TRUST RECORD AND RECEPTION NO. OF THE GRAND COUNTY, COLORADO REAL PROPERTY RECORDS, HEREBY CONSENTS TO THIS PLAT AND AGREES THAT THE LIEN OF THE DEED OF TRUST IS HEREBY SUBORDINATED TO THIS PLAT. BY: _______________________________________ NAME: __________________________________ TITLE: __________________________________ STATE OF _______________________ ) )SS COUNTY OF _____________________ ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___________ DAY OF _______________, 20___ BY ________________________________________________ AS ___________________________________ OF U.S. BANK, N.A. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: ________________________________________ _________________________________________ NOTARY PUBLIC OWNER/DEVELOPER: GRAND PARK DEVELOPMENT, LLC. P.O. BOX 30 WINTER PARK, CO 80482 LAND PLANNER: TERRACINA DESIGN 10200 E. GIRARD AVE. STE. A-314 DENVER, CO 80231 303-632-8867 SURVEYOR: CORE CONSULTANTS, INC. 3473 S. BROADWAY ENGLEWOOD, CO. 80113 970-531-8499 DATE PREPARED: MARCH 9, 2022 BOARD OF TRUSTEES APPROVAL: APPROVED AND ALL PUBLIC DEDICATIONS ACCEPTED THIS ________________ DAY OF ________________, 20___ BY THE FRASER TOWN BOARD. THE TOWN OF FRASER DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CORRECTNESS OR ACCURACY OF ANY INFORMATION DISCLOSED ON THIS PLAT NOR ANY REPRESENTATIONS OR INFORMATION PRESENTED TO THE TOWN OF FRASER WHICH INDUCED THE TOWN TO GIVE THIS CERTIFICATE. BY: __________________________________ __________________________________ MAYOR, TOWN OF FRASER SURVEYOR'S CERTIFICATE: I, DAVID R. LUTZ, A DULY LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS PLAT OF THE ALPENGLOW AT GRAND PARK FILING NO. 3, TRULY AND CORRECTLY REPRESENTS THE RESULTS OF A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SAID PLAT COMPLIES WITH THE REQUIREMENTS OF TITLE 38, ARTICLE 51, COLORADO REVISED STATUTES, 1973, AND THE MONUMENTS REQUIRED BY SAID STATUTE AND BY THE TOWN OF FRASER SUBDIVISION REGULATIONS HAVE BEEN PLACED IN THE GROUND. DAVID R. LUTZ, CO PLS 35586 CORE CONSULTANTS, INC. DEDICATION AND NOTARY CLAUSE: KNOW ALL MEN BY THESE PRESENTS: THAT GRAND PARK DEVELOPMENT, LLC, A COLORADO LIMITED LIABILITY COMPANY, IS THE OWNER OF THAT REAL PROPERTY SITUATED IN THE TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE S 72°02'19" W, 503.69 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 49° 40' 55" W, 228.06 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2036.00 FEET, A CENTRAL ANGLE OF 05° 27' 11" AND AN ARC LENGTH OF 193.77 FEET, THE CHORD OF WHICH BEARS N 52° 24' 30" W, 193.70 FEET TO A POINT ON THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF AMERICAN WILLOW DRIVE; THENCE ALONG THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF SAID AMERICAN WILLOW DRIVE, THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1) THENCE N 34° 19' 45" E, 235.05 FEET TO A POINT OF CURVATURE; 2) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 530.00 FEET, A CENTRAL ANGLE OF 12° 45' 27", AND AN ARC LENGTH OF 118.01 FEET, THE CHORD OF WHICH BEARS N 27° 57' 01" E,117.77 FEET; 3) THENCE N 21° 34' 17" E, 46.31 FEET TO A POINT OF CURVATURE; 4) THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 168.00 FEET, A CENTRAL ANGLE OF 28° 12' 36" AND AN ARC LENGTH OF 82.72 FEET, THE CHORD OF WHICH BEARS N 35° 40' 35" E, 81.88 FEET; THENCE N 40° 13' 07" W, 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF AMERICAN WILLOW DRIVE AND A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINES OF SAID AMERICAN WILLOW DRIVE, THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1) THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 228.00 FEET, A CENTRAL ANGLE OF 23° 54' 44", AND AN ARC LENGTH OF 95.16 FEET, THE CHORD OF WHICH BEARS N 61° 44' 15" E, 94.47 FEET; 2) THENCE N 73° 41' 37" E, 145.45 FEET; THENCE S 44° 41' 17" E, 254.65 FEET; THENCE S 10° 25' 02" W, 32.92 FEET; THENCE S 56° 17' 11" W, 117.36 FEET; THENCE S 00° 22' 54" W, 311.01 FEET; THENCE S 40° 19' 05" W, 282.32 FEET TO THE TRUE POINT OF BEGINNING. AREA= 6.105 ACRES, MORE OR LESS THAT THEY HAVE CAUSED SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS THE ALPENGLOW AT GRAND PARK FILING NO. 3, AND DO HEREBY DEDICATE AND SET APART ALL THE STREETS, ALLEYS AND OTHER PUBLIC WAYS AND PLACES SHOWN ON THE ACCOMPANYING PLAT FOR THE USE OF THE PUBLIC FOREVER, AND DO HEREBY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENTS ON THE ACCOMPANYING PLAT AS EASEMENTS. IN WITNESS WHEREOF, GRAND PARK DEVELOPMENT, LLC., A COLORADO LIMITED LIABILITY COMPANY, HAVE CAUSED ITS NAME TO BE HEREUNTO SUBSCRIBED THIS DAY OF , 20___. BY: ______________________________________ C. CLARK LIPSCOMB, PRESIDENT STATE OF COLORADO ) )SS COUNTY OF GRAND ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ______________________ DAY OF ___________________, 20___ BY: C. CLARK LIPSCOMB AS PRESIDENT OF GRAND PARK DEVELOPMENT, LLC. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: ______________________________ ________________________________________ NOTARY PUBLIC GENERAL NOTES: 10.) A BLANKET PERPETUAL, NON-EXCLUSIVE EASEMENT IS CREATED OVER, ACROSS AND UNDER THE PROPERTY AND IN THE LOCATIONS SHOWN HEREON ARE HEREBY ESTABLISHED FOR THE PURPOSE OF INGRESS TO AND EGRESS FROM, AND THE INSTALLATION, REPAIR, REPLACEMENT, OPERATION AND MAINTENANCE OF ALL UTILITY LINES AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO ELECTRIC, NATURAL GAS, WATER, SEWER, CABLE TELEVISION, INTERNET AND TELEPHONE.  THIS EASEMENT IS FOR THE BENEFIT OF ALL UNITS AND MAY BE CONVEYED ON A NON-EXCLUSIVE BASIS TO PROVIDERS OF SUCH SERVICES BUT SUBORDINATE TO PLANNED OR EXISTING IMPROVEMENTS AND MAY NOT BE USED TO PROVIDE SERVICES TO LOTS OR UNITS NOT WITHIN THE PROJECT UNLESS FIRST APPROVED BY THE DEVELOPER, ANY CONSTRUCTION AND PLACEMENT OF LINES, EQUIPMENT, OR BUILDING STRUCTURES OR CHANGES IN GRADE SHALL COMPLY WITH THE STANDARDS OF ALL UTILITY PROVIDERS UTILIZING THE EASEMENT. 11.) THE TOWN OF FRASER HEREBY AGREES ABOVE GROUND UTILITY EQUIPMENT SHALL BE ALLOWED IN THE FRASER TOWN RIGHT-OF-WAY AS DEPICTED HEREIN WHEN PLACED A MINIMUM OF 2' BEHIND THE SIDEWALK OR 3' BEHIND THE 6" CURB WHERE THERE ARE NO SIDEWALKS. 12.) EACH BUILDING PERMIT APPLICATION SUBMITTED TO THE TOWN FOR CONSTRUCTION OF A BUILDING IMPROVEMENT ON A LOT SHALL INCLUDE A SITE PLAN AND SHALL BE REVIEWED BY TOWN STAFF FOR COMPLIANCE WITH THE APPROVED ENGINEERING DESIGNS FOR THE PROPERTY. THE SITE PLAN SHALL INCLUDE SITE-SPECIFIC DESIGN INFORMATION RELATING TO PARKING AND SNOW STORAGE REQUIREMENTS. IF THE BUILDING IMPROVEMENT, THE PARKING AND SNOW STORAGE AREA(S) AND THE SITE-SPECIFIC DESIGN INFORMATION DESCRIBED IN THE BUILDING PERMIT APPLICATION AND SITE PLAN ARE IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED ENGINEERING PLANS, THIS PLAT, AND THE TOWN'S PARKING AND SNOW STORAGE REGULATIONS, THE BUILDING PERMIT APPLICATION SHALL BE FORWARDED TO THE BUILDING OFFICIAL FOR ISSUANCE OF THE REQUESTED BUILDING PERMIT SUBJECT TO COMPLIANCE WITH APPLICABLE BUILDING CODES. THE PARKING, SNOW STORAGE, DRAINAGE, LANDSCAPING, AND OTHER IMPROVEMENTS INCLUDED IN EACH APPROVED BUILDING PERMIT APPLICATION SHALL BE COMPLETED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY FOR EACH BUILDING AND SHALL BE DELINEATED ON THE AS-BUILT MAP. 13.) ALL DRIVEWAYS, PARKING AREAS, OPEN SPACE AND DRAINAGE IMPROVEMENTS INCLUDING SWALES AND DETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED BY THE ALPENGLOW CONDOMINIUM ASSOCIATION. 14.) ALL SUBSEQUENT SUBDIVISIONS AND ANY APPLICATION FOR FPDP APPROVAL SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE TOWN'S SUBDIVISION REGULATIONS. 15.) THE PURPOSE OF THIS PLAT IS TO DEPICT THE LOT BOUNDARIES. A CONDOMINIUM MAP WILL BE RECORDED SUBSEQUENT TO CONSTRUCTION. 16.) UPON RECORDATION OF A AS-BUILT CONDOMINIUM MAP OF EACH PORTION OF THE PROPERTY THAT CONTAINS A COMPLETED BUILDING IMPROVEMENT AND RECORDATION OF A CONDOMINIUM DECLARATION THAT SUBMITS THAT PORTION OF THE PROPERTY AND RELATED AREAS TO A CONDOMINIUM REGIME IN ACCORDANCE WITH THE ACT, DEVELOPMENT OF THAT PORTION OF THE PROPERTY SHALL BE COMPLETED AND THEREAFTER AIR SPACE UNITS DEPICTED ON THE CONDOMINIUM MAP (“UNITS”) MAY BE SOLD, TRANSFERRED, ASSIGNED, CONVEYED AND ENCUMBERED IN ACCORDANCE WITH APPLICABLE LAW. 17.) THE PROPERTY IS SUBJECT TO THE COMMUNITY CHARTER AND PORTIONS OF THE PROPERTY WILL BECOME SUBJECT TO THE TERMS OF NEW CONDOMINIUM DECLARATIONS AS DEVELOPMENT OF PORTIONS OF THE PROPERTY ARE COMPLETED. OWNERS OF LOTS AND UNITS WITHIN THE PROPERTY ARE ADVISED TO CAREFULLY REVIEW THE TERMS AND CONDITIONS OF THE COMMUNITY CHARTER AND ALL OTHER DECLARATIONS RECORDED AGAINST TITLE TO THE PROPERTY IN ORDER TO ADEQUATELY DETERMINE AND UNDERSTAND THE RESPONSIBILITIES AND OBLIGATIONS IMPOSED AS A CONDITION OF OWNERSHIP WITHIN THE PROPERTY. 18.) IMMEDIATELY PRIOR TO THE RECORDATION OF THE FIRST CONDOMINIUM MAP FOR A PORTION OF THE PROPERTY THAT CONTAINS A COMPLETED BUILDING IMPROVEMENT, DEVELOPER SHALL RECORD THAT CERTAIN DECLARATION OF CONDOMINIUM FOR ALPENGLOW CONDOMINIUMS IN THE FORM AND SUBSTANCE APPROVED BY THE TOWN, SUBMITTING TO CONDOMINIUM OWNERSHIP THE PORTION OF THE PROPERTY INCLUDED ON THAT CONDOMINIUM MAP. 19.) ALTHOUGH BUILDING PERMITS MAY BE ISSUED PRIOR TO FINAL COMPLETION OF SUBDIVISION IMPROVEMENTS, NO CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR A STRUCTURE ON ANY LOT, PARCEL OR TRACT UNTIL ALL SUCH IMPROVEMENTS, AS REQUIRED BY THE SIA, HAVE BEEN SUBSTANTIALLY COMPLETED AND PRELIMINARILY ACCEPTED BY THE TOWN. GENERAL NOTES: 1.) BASIS OF BEARINGS FOR THIS PLAT IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN WHICH WAS ASSUMED TO BEAR N89°49'44"E, AS MONUMENTED AS SHOWN HEREON. 2.) SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" AT ALL EXTERIOR BOUNDARY CORNERS UNLESS OTHERWISE NOTED. 3.) THIS PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY CORE CONSULTANTS, INC., TO DETERMINE OWNERSHIP, RIGHTS OF WAY OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND TITLE OF RECORD, CORE CONSULTANTS, INC., RELIED UPON TITLE COMPANY OF THE ROCKIES, INC., TITLE COMMITMENT NUMBER 0303426-C5 WITH AN EFFECTIVE DATE OF FEBRUARY 23, 2022 AT 7:00 A.M. 4.) LEGAL DESCRIPTION PREPARED BY DAVID R. LUTZ, CORE CONSULTANTS, INC. 3473 S. BROADWAY, ENGLEWOOD, CO 80113. 5.) THE U.S. SURVEY FOOT WAS USED FOR ALL MEASUREMENTS ON THIS SURVEY. PURSUANT TO C.R.S. 38-52.103(2) METRIC CONVERSION IS: ONE METER EQUALS 3937/1200 FEET. 6.) ONSITE EASEMENTS ARE HEREBY DEDICATED BY THIS PLAT IN THE LOCATIONS AND FOR THE PURPOSES SHOWN HEREON. 7.) FIRE PROTECTION SERVICES FOR THE ALPENGLOW AT GRAND PARK SHALL BE PROVIDED BY THE EAST GRAND FIRE PROTECTION DISTRICT NO. 4. 8.) THE PROPERTY IS SUBJECT TO THE AMENDED AND RESTATED ANNEXATION AGREEMENT RECORDED DECEMBER 30, 2003 AT RECEPTION NO. 2003016733. 9.) BUILDING SETBACKS FRONT SETBACK: 0 FEET SIDE SETBACK: 0 FEET (MINIMUM DISTANCE BETWEEN BUILDING STRUCTURES IS 10 FEET REAR SETBACK: 0 FEET OLD VICTORY ROAD SETBACK: 20 FEET OLD VICTORY ROAD IMPROVEMENT: 15 FEET SE COR. NW1/4, NE1/4, SEC. 29 (NE1/16 COR.) FOUND #6 REBAR WITH 3-1/4" ALUMINUM CAP MARKED "2018 PLS 34592" SW COR. SE1/4, NE1/4, SEC. 29 (C-C E1/16 COR.) FOUND #6 REBAR WITH 3-1/4" ALUMINUM CAP MARKED "2014 PLS 34592" POINT OF COMMENCEMENT E1/4 CORNER T1S, R75W, 6TH P.M., SEC. 29 FOUND 1-1/2" STEEL POST WITH 2-1/2" GLO BRASS CAP MARKED "1933" SE1/ 4 , N E 1 / 4 SEC T I O N 2 9 N 2 2 ° 0 9 ' 4 9 " W 5 0 5 . 8 4 ' BASIS OF BEARINGS S. LINE SE1/4, NE1/4, SEC. 29 S89°49'44"W 1321.23' N89°47'20"E 1319.93' S. LINE NW1/4, NE1/4, SEC. 29 SW1 / 4 , N E 1 / 4 SEC T I O N 2 9 S72°02 ' 1 9 " W 5 0 3 . 6 9 ' U N I O N P A C I F I C R A I L R O A D (1 0 0 ' R O W ) TRUE POINT OF BEGINNING E . L I N E S E 1 / 4 , N E 1 / 4 , S E C . 2 9 N. LINE SE1/4, NE1/4, SEC. 29 S. LINE SW1/4, NE1/4, SEC. 29 W . L I N E S W 1 / 4 , N E 1 / 4 , S E C . 2 9 MOUN T A I N W I L L O W D R I V E BLU E S T E M C O U R T WILLOWS AT GRAND PARK FILING NO. 2 REC. 2016006979 WI L L O W S A T G R A N D P A R K FIL I N G N O . 1 RE C . 2 0 1 5 0 0 4 9 2 6 W I L L O W S A T G R A N D P A R K F I L I N G N O . 3 R E C . 2 0 1 6 0 0 6 9 8 2 LOT 9 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5AM E R I C A N W I L L O W D R I V E SW COR. NW1/4, NE1/4, SEC. 29 (C-C N1/16 COR.) (6.6' WITNESS CORNER) FOUND 1-1/2" STEEL POST WITH 2-1/2" GLO BRASS CAP MARKED "1933" W.C. IN ROCK PILE OUTLOT A LOT 12 LOT 11 LOT 13 LOT 14 LOT 15 LOT 16 ALPENGLOW AT GRAND PARK FILING NO. 1 REC. ___________________ ALPENGLOW AT GRAND PARK FILING NO. 2 REC. ___________________ S0 0 ° 3 0 ' 5 3 " E 1 3 1 8 . 8 5 ' W. L I N E S E 1 / 4 , N E 1 / 4 , S E C . 2 9 NA R R O W L E A F C O U R T N 4 9 ° 4 0 ' 5 5 " W 2 2 8 . 0 6 ' L = 1 9 3.7 7' R = 2 0 3 6.0 0' ∆ = 5 ° 2 7'1 1" C H = 1 9 3.7 0' C H B = N 5 2 ° 2 4'3 0 " W N3 4 ° 1 9 ' 4 5 " E 2 3 5 . 0 5 ' L=118.01' R=530.00' ∆=12°45'27" CH=117.77' CHB=N27°57'01"E N21°34'17"E 46.31' L=82.72' R=168.00' ∆=28°12'36" CH=81.88' CHB=N35°40'35"E N40°13'07"W 60.00' L=95.16' R=228.00' ∆=23°54'44" CH=94.47' CHB=N61°44'15"E N73°41 ' 3 7 " E 1 4 5 . 4 5 ' S 4 4 ° 4 1 ' 1 7 " E 2 5 4 . 6 5 ' S10°25'02"W 32.92' S56°17'11"W 117.36' S0 ° 2 2 ' 5 4 " W 3 1 1 . 0 1 ' S40 ° 1 9 ' 0 5 " W 2 8 2 . 3 2 ' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 2 OF 5 KDS 3-9-22 MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 3 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 3 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O 1 inch = 100 ft. 200'100'0 3 0 ' 3 0 ' 3 0 ' 3 0 ' WILLOWS AT GRAND PARK FILING NO. 3 REC. 2016006982 AM E R I C A N W I L L O W D R I V E (6 0 ' R O W ) RE C . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M O U N T A I N W I L L O W D R I V E (3 6 ' R O W ) R E C . _ _ _ _ _ _ _ _ _ _ _ _ LOT 55 LOT 54 UNPLATTED BUILDING A GARAGE B SKI STORAGE CLUB HOUSE C7 S 5 7 ° 1 0 ' 5 3 " E 4 8 . 5 4 ' L = 3 9.5 5' R = 1 8 6.6 7' ∆ = 1 2 ° 0 8'22 " C H B = S 5 1° 0 6'4 3 " E C H = 3 9 . 4 8' L = 7 7.7 5 ' R = 9 6 7.5 0 ' ∆ = 4 ° 3 6 '15 " C HB =N 01° 0 4 '5 3 "E C H= 7 7.7 3 ' N3 ° 2 3 ' 0 0 " E 5 6 . 2 7 ' N86°37'00"W 15.66' L=6.73' R=4.50' ∆=85°43'56" CH=6.12' CHB=N43°45'02"W L=12.26' R=51.50' ∆=13°38'39" CH=12.24' CHB=N07°42'23"WC4 N69°08'46"E 15.41' L=32.47' R=70.50' ∆=26°23'05" CH=32.18' CHB=N33°38'24"W N 4 6 ° 4 9 ' 5 6 " W 5 7 . 8 3 ' S43 ° 1 0 ' 0 4 " W 15. 4 3 ' L=6.56' R=4.65' ∆=80°47'23" CH=6.03' CHB=N84°07'29"W L=3 2 . 7 8 ' R = 2 4 . 6 7 ' ∆=7 6 ° 0 8 ' 3 2 " CH= 3 0 . 4 2 ' CHB=N0 4 ° 0 5 ' 2 7 " W C3 C2 L=3.17' R=65.33' ∆=2°47'02" CH=3.17' CHB=S84°04'47"E C 1 S0°22'22"W 15.67' L =5 3 .8 1 'R =8 4 .5 0 '∆=3 6 °2 9 '1 7 " C H B =N 7 2 °2 8 '0 5 "E C H =5 2 .9 1 ' N 3 5 ° 2 6 ' 1 3 " W 1 5 . 6 8 ' L=6.06' R=4.40' ∆=79°02'56" CH=5.59' CHB=N13°44'48"E L =3 1 .3 6 ' R =6 5.3 3' ∆=27°29'56" C H B =N 3 6 °3 9'2 9"E C H=31.06' L=6.07' R=4.37' ∆=79°40'56" CH=5.59' CHB=N59°34'10"E S71° 1 4 ' 4 9 " E 15.6 8 ' L=53.81' R=8 4. 5 0 ' ∆ = 3 6 ° 2 9 ' 1 7 " CHB=N00°50' 5 4 " E C H = 5 2 . 9 1 ' S72°56 ' 3 6 " W 15.68' L=5.83' R=5.89' ∆=56°45'19" CH=5.60' CHB=N57°52'32"W L=4.61' R=65.33' ∆=4°02'35" CH=4.61' CHB=N23°14'01"W L=9.91' R=24.67' ∆=23°01'36" CH=9.85' CHB=N13°44'27"W L=157.50 'R =3 6 .6 7 '∆=2 4 6 °0 6 ' 4 1 " CHB=S 7 3 °4 1 '3 7 "W C H =6 1 .4 6 ' L=20.90' R=8.67' ∆=138°10'11" CH=16.19' CHB=N65°42'05"W S45 ° 1 2 ' 4 9 " W 1 3 2 . 9 0 ' L=10.23' L = 6 8 .3 9 ' R =1015 . 3 3 ' ∆ = 3 ° 51'3 3 " C HB =N 01° 2 7 '14 "E C H= 6 8. 3 7 ' N3 ° 2 3 ' 0 0 " E 15 . 3 8 ' S45 ° 1 5 ' 4 6 " W 9 3 . 2 7 ' S44°44'14"E 3.99'S31°27'20"W 5.32' S3 2 ° 4 9 ' 0 7 " W 20 . 0 3 ' N 5 7 ° 1 0 ' 5 3 " W 16 . 1 5 ' L=6.24' R=3.67' ∆=97°31'06" CH=5.51' CHB=S74°03'34"W L = 2 5 . 8 7' R = 2 1 3 . 3 3' ∆ = 6 ° 5 6' 4 8 " C H = 2 5.8 5' C H B = S 4 8 ° 1 5' 3 5" E S 4 4 ° 4 7 ' 1 1 " E 1 1 . 3 4 ' L=13.61' R=8.67' ∆=90°00'00" CH=12.26' CHB=S89°47'11"E N45°12'49"E 5.81' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N00°12'49"E N 4 4 ° 4 7 ' 1 1 " W 1 6 . 3 3 ' N45 ° 1 2 ' 4 9 " E 2 9 . 3 8 ' S44°44'14"E 1.92' S 4 4 ° 4 4 ' 1 4 " E 14.33' L=5.76' R=3.67' ∆=90°02'57" CH=5.19' CHB=S89°45'42"E N45°12'49"E 6.34' N 4 6 ° 4 9 ' 5 6 " W 5 0 . 7 6 ' L=23.53'R=24.67'∆=54°39'42"CH=22.65'C H B =N74°09'47" W L=7.89' R=3.67' ∆=123°14'36" CH=6.45' CHB=S16°53'04"W S44°44'14"E 13.36' L=13.24' R=24.67' ∆=30°45'31" CH=13.08' CHB=S26°42'57"E L=24.42' R=65.33' ∆=21°24'43" CH=24.27' CHB=S22°02'33"E L=27.9 9 ' R=2 4. 6 7 ' ∆=65°0 1' 3 0 " CH= 2 6 . 5 2 ' CHB=S0 0 °14 ' 0 9 " E S32°16'36"W 2.68' L =4 2 .4 7'R =1 8 6.6 7'∆=13°0 2'0 7" C H B =S 3 8 °4 7'4 0 "W C H =4 2.3 8' S45°18'43"W 6.51' L=6.25' R=4.74' ∆=75°33'02" CH=5.80' CHB=S84°29'09"W N 4 4 ° 4 1 ' 1 7 " W 1 5 . 5 0 ' S45 ° 1 8 ' 4 3 " W 6 4 . 2 7 ' L =5 0.7 0'R =2 3 2.5 0'∆=1 2 °2 9'3 7 " C H B =S 3 9°0 3'5 5 "W C H =5 0.6 0' S3 2 ° 4 9 ' 0 7 " W 10 . 5 0 ' S 5 7 ° 1 0 ' 5 3 " E 15 . 5 0 ' L=6.35' R=4.38' ∆=83°04'58" CH=5.80' CHB=S06°21'20"E S3 2 ° 4 9 ' 0 7 " W 1 4 . 4 5 ' L=35.53' R=23.67' ∆=86°00'39" CH=32.28' CHB=S75°49'26"W L=3.18' R=24.67' ∆=7°23'13" CH=3.18' CHB=N49°34'50"W AMERIC A N W I L L O W D R I V E (60' RO W ) 17 . 0 7 ' S3 2 ° 3 2 ' 4 6 " W 25 . 6 3 ' N 5 7 ° 2 7 ' 1 4 " W 23 . 2 2 ' 67.63' 34.25' 30.73' 30.73' 14.53' L =2 2 .2 6 ' ∆=7 °3 5 '2 5 " S 1 6 ° 1 8 ' 2 3 " E 2 0 . 0 0 ' RADIAL POINT R=36.67' N67 ° 1 2 ' 1 2 " W 18. 6 8 ' N 5 7 ° 2 1 ' 1 6 " W 30 . 8 0 ' N 4 7 ° 2 6 ' 1 6 " W 2 1 . 3 3 ' L =12.05' L =1 7.2 1' L =1 3 . 2 1' 18. 3 7 ' 45. 9 0 ' N6 0 ° 0 8 ' 5 8 " W 4 2 . 2 8 ' UTILITY EASEMENT UTILITY EASEMENT L=3 0 .4 1 ' BUILDING D L =2 4 .8 5 ' L =5.15 ' 6. 4 8 ' 10.46' 6.17' L = 2 2 . 6 8 ' UTILITY EASEMENT U T I L I T Y E A S E M E N T N 1 8 ° 5 7 ' 3 8 " W 6 0 . 9 4 ' N38°38'48"W 10.34' UT I L I T Y EA S E M E N T L= 1 3 . 1 3 ' S0 ° 4 3 ' 4 6 " W 1 0 1 . 3 2 ' 1'UTILITY LOT 1 UNPLATTED UNPLATTED LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" MOUNTAI N W I L L O W D R I V E REC. 2015 0 0 4 9 2 6 UTILITY EASEMENT UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT AC C E S S & U T I L I T Y EA S E M E N T S 3 8 ° 3 8 ' 4 8 " E 2 8 . 8 9 ' S 5 2 ° 5 5 ' 2 0 " E 2 9 . 4 5 ' S26°18'20"W 8.02' 5 . 9 7 ' 2 5 . 1 0 ' UTILITY EASEMENT L=10.73' ∆=3°39'36" L=40.08' ∆=13°40'0 5" L =3 9 .1 3 ' ∆ =1 3 °2 0 '4 3 " L =4 0 .6 4 ' ∆=1 3 °5 1 '3 2 " 1 3 . 6 4 ' 2 0 . 4 6 ' 2 0 . 4 6 ' 1 3 . 6 4 ' 1 8 6 . 4 5 ' TRASH ENCLOSURE UT I L I T Y E A S E M E N T L = 3 3. 5 8 ' 2 0 . 1 8 ' LOT 2 23,057 SF 0.529 AC LOT 1 125,034 SF 2.870 AC S82°31'27"E 8 9 . 3 4 ' S 5 7 ° 1 0 ' 5 3 " E 5 3 . 7 3 ' S 4 4 ° 4 7 ' 1 1 " E 2 1 . 3 4 ' S45°12'49"W L=31.46' R=24.67' ∆=73°05'12" CH=29.37' CHB=S08°29'56"E N70°11 ' 1 3 " E 5 3 . 6 7 ' N3 ° 2 3 ' 0 0 " E 5 6 . 6 1 ' 1 6 2 . 7 9 ' 177.87 ' L =13.9 7' ∆=1°3 0'3 8" L = 8 0 . 4 4 ' R =10 01. 0 0 ' ∆ = 4° 3 6 '15 " CHB =N01° 0 4 ' 5 3 " E C H= 8 0.4 2 ' L=15.79' R=38.00' ∆=23°48'53" CH=15.68' CHB=N08°31'27"W L=13.92' R=8.67' ∆=92°02'45" CH=12.47' CHB=N00°48'33"W L = 4 3.2 7' R = 2 0 0 . 0 0 ' ∆=1 2° 2 3' 4 3 " C H B = N 5 0 ° 5 9'0 2 " W C H= 4 3 . 1 8' L=33.16' R=24.67' ∆=77°02'00" CH=30.72' CHB=S13°12'59"E L=13.81' ∆=1°29'37" L=18.01' ∆=1°56'50" L=72.22' ∆=7°48'26" N87°13'56"W 37.98' S87°14'41"E 37.72' N2 ° 4 5 ' 1 9 " E 3 0 . 0 0 ' L = 3 0.01' ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT L=118.01' R =530.00' ∆=12°45'27" C H B=N27°57'01"E CH=117.77' N2 1 ° 3 4 ' 1 7 " E 4 6 . 3 1 ' L=82.72' R =16 8.0 0'∆=2 8 °1 2'3 6 " C H B=N 35°4 0'3 5"E C H =8 1.8 8 ' N 4 0 ° 1 3 ' 0 7 " W 6 0 . 0 0 ' L =9 5 .1 6 'R =2 2 8 .0 0 '∆=2 3 °5 4 '4 4 " C H B =N 6 1 °4 4 '1 5 "E C H =9 4 .4 7 ' N73°41 ' 3 7 " E 1 4 5 . 4 5 ' S 4 4 ° 4 1 ' 1 7 " E 2 5 4 . 6 5 ' S1 0 ° 2 5 ' 0 2 " W 3 2 . 9 2 ' S56° 1 7 ' 1 1 " W 1 1 7 . 3 6 ' L =8 2 .6 4 'R =1 9 8 .0 0 '∆=2 3 °5 4 '4 4 " C H B =N 6 1 °4 4 '1 5 "E C H =8 2 .0 4 ' N73°41' 3 7 " E 1 6 1 . 6 6 ' L =7 0 .1 1 'R =1 6 8 .0 0 '∆=2 3 °5 4 '4 4 " 3 0 . 0 0 ' 3 0 . 0 0 ' ALPENGLOW AT GRAND PARK FILING NO. 2 REC. _____________ N45 ° 1 5 ' 4 6 " E 9 3 . 2 7 ' EMER G E N C Y T U R N A R O U N D ACCE S S & U T I L I T Y E A S E M E N T R= 6 5 . 3 ' N 5 7 ° 2 7 ' 1 4 " W 5 2 . 6 4 ' 6. 3 8 ' S 5 7 ° 2 7 ' 1 4 " E 2 5 . 3 9 ' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 3 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 3 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 3 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SE E S H E E T 4 SEE SHEET 5 AM E R I C A N W I L L O W D R I V E (6 0 ' R O W ) RE C . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OLD VICTORY ROAD NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 GARAGE A GARAGE B BUILDING D C7 S 5 7 ° 1 0 ' 5 3 " E 4 8 . 5 4 ' L = 3 9.5 5' R = 1 8 6.6 7' ∆ = 1 2 ° 0 8 ' 2 2 " C H B = S 5 1°0 6'4 3 " E C H = 3 9 . 4 8 ' L=6.21' R=5.52' ∆=64°27'19" CH=5.88' CHB=S68°11'04"W N6 0 ° 2 0 ' 3 9 " W 15 . 5 6 ' L=32.86' R=132.50' ∆=14°12'41" CHB=S22°45'59"W CH=32.78' S1 5 ° 3 9 ' 3 9 " W 1 4 3 . 1 4 ' N22°49'58"W 11.95' L=9.06' R=3.67' ∆=141°30'23" CH=6.92' CHB=S86°24'50"W S1 5 ° 3 9 ' 3 9 " W 4 9 . 8 4 ' L = 5 3 . 1 1 ' R = 2 3 . 6 7' ∆ =128°35'02" C H B = S 4 8 ° 3 7' 5 2 " E C H=42.65' N67°04'51"E 14.97' L=5.75' R=3.60' ∆=91°24'58" CH=5.16' CHB=N22°32'50"E N 2 2 ° 4 4 ' 4 8 " W 1 4 . 5 1 ' N67°3 6 ' 5 7 " E 9 3 . 4 7 ' ∆=89°33'04" CH=5.17' CHB=S22°23'30"W S67°3 6 ' 5 7 " W 9 3 . 6 1 ' L=43.67' R=84.67' ∆=2 9 °3 3 '1 2 " CHB=S30°26'13"W C H =4 3.1 9 ' L=19.44' R=8.67' ∆=128°29'37" CH=15.61' CHB=S48°35'10"E N67°1 0 ' 0 2 " E 1 2 2 . 1 9 ' S45 ° 1 5 ' 4 6 " W 9 3 . 2 7 ' S44°44'14"E 3.99'S31°27'20"W 5.32' S3 2 ° 4 9 ' 0 7 " W 20 . 0 3 ' N 5 7 ° 1 0 ' 5 3 " W 16 . 1 5 ' L=6.24' R=3.67' ∆=97°31'06" CH=5.51' CHB=S74°03'34"W L = 2 5 .8 7' R = 2 1 3. 3 3' ∆ = 6 ° 5 6'4 8 " C H = 2 5 . 8 5' C H B = S 4 8 ° 1 5'3 5" E S 4 4 ° 4 7 ' 1 1 " E 1 1 . 3 4 ' L=13.61' R=8.67' ∆=90°00'00" CH=12.26' CHB=S89°47'11"E N45°12'49"E 5.81' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N00°12'49"E N 4 4 ° 4 7 ' 1 1 " W 1 6 . 3 3 ' N45 ° 1 2 ' 4 9 " E 2 9 . 3 8 ' S44°44'14"E 1.92' L=7.89' R=3.67' ∆=123°14'36" CH=6.45' CHB=S16°53'04"W S44°44'14"E 13.36' CH=5.80' CHB=S84°29'09"W S45 ° 1 8 ' 4 3 " W 6 4 . 2 7 ' L =5 0.7 0'R =2 3 2.5 0'∆=1 2 °2 9 '3 7 " C H B =S 3 9°0 3'5 5 "W C H =5 0.6 0 ' S3 2 ° 4 9 ' 0 7 " W 10 . 5 0 ' S 5 7 ° 1 0 ' 5 3 " E 15 . 5 0 ' L=6.35' R=4.38' ∆=83°04'58" CH=5.80' CHB=S06°21'20"E S3 2 ° 4 9 ' 0 7 " W 1 4 . 4 5 ' L=35.53' R=23.67' ∆=86°00'39" CH=32.28' CHB=S75°49'26"W L=3.18' R=24.67' ∆=7°23'13" CH=3.18' CHB=N49°34'50"W 17 . 0 7 ' S3 2 ° 3 2 ' 4 6 " W 25 . 6 3 ' N 5 7 ° 2 7 ' 1 4 " W 23 . 2 2 ' 45. 9 0 ' UTILITY EASEMENT L=3 0.4 1 ' BUILDING D L=5.82' L =5 . 0 3 ' N1 5 ° 3 9 ' 3 9 " E 5 0 . 8 2 ' UT I L I T Y E A S E M E N T UTI L I T Y EAS E M E N T N 3 0 ° 2 0 ' 2 1 " W 2 8 . 2 5 ' N1 5 ° 3 9 ' 3 9 " E 2 7 . 9 0 ' 8 . 5 3 ' L=4.01' L=24.21' L=4.82' UTILITY EASEMENT UTILITY EASEMENT 2 5 . 1 0 ' UTILITY EASEMENT TRASH ENCLOSURE N 5 2 ° 5 7 ' 4 3 " W 3 0 . 0 0 ' S37 ° 0 2 ' 1 7 " W 3 1 . 1 9 ' N69°55'54"W 12.79'N37°02'17"E 33.07' L =3 2.5 7' L =9 .9 7 ' L =10.58' LOT 5 39,970 SF 0.918 AC S39 ° 3 7 ' 0 2 " W 6 5 . 8 7 ' N67°0 4 ' 5 1 " E 1 2 3 . 6 3 ' S 5 7 ° 1 0 ' 5 3 " E 5 3 . 7 3 ' S 4 4 ° 4 7 ' 1 1 " E 2 1 . 3 4 ' S1 5 ° 3 9 ' 3 9 " W 1 1 0 . 5 9 ' S45°12'49"W 5.26' L=31.46' R=24.67' ∆=73°05'12" CH=29.37' CHB=S08°29'56"E L =13.9 7' ∆=1°3 0'3 8" S15°39'39"W 4.83' L = 5 0. 48' R = 5 2.6 7'∆=54°55'16" C H B = N 5 3 ° 1 3'4 7" W CH= L=3.40' R=11.63' ∆=16°46'05" CH=3.39' CHB=N31°47'12"W N74° 2 0 ' 2 1 " W 2 9 . 5 1 ' L=42.64'∆=64°17'2 4" L = 4 2 . 6 4 ' ∆ = 6 4 ° 1 7 ' 2 4 " L = 4 2 . 6 4 ' R =3 8.0 0' ∆=64°17'24" C H B = S 8 0 ° 4 6'2 7"E C H=40.44' L=51.06' R=99.00' ∆=2 9°3 3'1 0 " CHB=N30°26'14"E C H =5 0.5 0' L = 4 3.2 7' R = 2 0 0 . 0 0' ∆=1 2° 2 3' 4 3 " C H B = N 5 0 ° 5 9'0 2" W CH = 4 3 . 1 8 ' L=33.16' R=24.67' ∆=77°02'00" CH=30.72' CHB=S13°12'59"E L =13.81' ∆=1°29'37" L=18.01' ∆=1°56'50" L=72.22' ∆=7°48'26" 2 0 9 . 9 5 ' ACCESS & UTILITY EASEMENT ACCESS & UTILITY ACCESS & UTILITY EASEMENT L = 1 9 3.7 7' R = 2 0 3 6.0 0' ∆ = 5 ° 2 7'1 1" C H B = N 5 2 ° 2 4'3 0 " W C H = 1 9 3.7 0' N3 4 ° 1 9 ' 4 5 " E 2 3 5 . 0 5 ' L=118.01' R =530.00' ∆=12°45'27" C H B =N 27°57'01"E C H=117.77' N2 1 ° 3 4 ' 1 7 " E 4 6 . 3 1 ' FILING NO. 2 REC. _____________ LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" N 5 7 ° 2 7 ' 1 4 " W 5 2 . 6 4 ' 6 . 3 8 ' S5 7 ° 2 7 ' 1 4 " E 2 5 . 3 9 ' RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 4 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 3 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 3 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SEE SHEET 5 SEE S H E E T 4 SEE SHEET 3 S E E S H E E T 5 ALPENGLOW AT GRAND PARK FILING NO. 2 REC. _____________ AM E R I C A N W I L L O W D R I V E RE C . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OLD VICTORY ROAD NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 BUILDING B BUILDING C GARAGE A BUILDING D L=6.21' R=5.52' ∆=64°27'19" CH=5.88' CHB=S68°11'04"W N6 0 ° 2 0 ' 3 9 " W 15. 5 6 ' L=32.86' R=132.50' ∆=14°12'41" CHB=S22°45'59"W CH=32.78' S1 5 ° 3 9 ' 3 9 " W 1 4 3 . 1 4 ' N67°0 4 ' 5 1 " E 1 7 1 . 0 0 ' N22°55'09"W 16.84' L=5.72' R=4.50' ∆=72°48'01" CH=5.34' CHB=N13°28'52"E C5 S74°30'36"E 15.90' L=13.66' R=45.50' ∆=17°12'11" CH=13.61' CHB=N07°22'50"E N1 ° 1 3 ' 1 5 " W 1 0 9 . 1 7 ' L = 7 CH N22°49'58"W 11.95' L=9.06' R=3.67' ∆=141°30'23" CH=6.92' CHB=S86°24'50"W S1 5 ° 3 9 ' 3 9 " W 4 9 . 8 4 ' L = 5 3 . 1 1 ' R = 2 3. 6 7' ∆ =128°35'02" C H B = S 4 8 ° 3 7'5 2" E C H=42.65' N67°04'51"E 14.97' L=5.75' R=3.60' ∆=91°24'58" CH=5.16' CHB=N22°32'50"E N 2 2 ° 4 4 ' 4 8 " W 1 4 . 5 1 ' N67°3 6 ' 5 7 " E 9 3 . 4 7 ' S 2 2 ° 5 5 ' 0 9 " E 1 3 . 5 3 ' L=5.79' R=3.71' ∆=89°28'58" CH=5.22' CHB=S67°23'02"E N67°0 4 ' 5 1 " E 7.82' L=28.21' R=23.67' ∆=68°17'49" CH=26.57' CHB=N32°55'40"E L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N46°13'15"W S88°46'45"W 16.33' N1 ° 1 3 ' 1 5 " W 4 2 . 6 7 ' N88°46'45"E 16.33' L=5.76' R=3.67' ∆=90°00'00" CH=5.19' CHB=N43°46'45"E N1 ° 1 3 ' 1 5 " W 5. 1 9 ' L=16.88' R=8.67' ∆=111°36'43" CH=14.34' CHB=N57°01'37"W S67°1 0 ' 0 2 " W 4 2 . 3 2 ' L=5.73' R=3.67' ∆=89°33'04" CH=5.17' CHB=S22°23'30"W S 2 2 ° 2 3 ' 0 3 " E 1 4 . 3 7 ' S67°3 6 ' 5 7 " W 9 3 . 6 1 ' L=43.67' R=84.67' ∆=2 9°3 3'1 2 " CHB=S30°26'13"W C H =4 3.1 9' L=19.44' R=8.67' ∆=128°29'37" CH=15.61' CHB=S48°35'10"E N67°1 0 ' 0 2 " E 1 2 2 . 1 9 ' L=10.23' R=8.67' ∆=67°38'34" CH=9.65' CHB=N33°20'45"E L = 6 8. 3 9 CHB =N∆=90°00'00" CH=12.26' CHB=S89°47'11"E BUILDING D 121. 1 0 ' L=5.82' L =5 .0 3 ' N1 5 ° 3 9 ' 3 9 " E 5 0 . 8 2 ' UT I L I T Y E A S E M E N T UTI L I T Y EAS E M E N T N 3 0 ° 2 0 ' 2 1 " W 2 8 . 2 5 ' N1 5 ° 3 9 ' 3 9 " E 2 7 . 9 0 ' 8 . 5 3 ' L=4.01' 9.63' 37.9 5 ' N0 ° 1 3 ' 1 8 " E 9. 4 8 ' S0 ° 1 3 ' 1 8 " W 13 . 9 9 ' 10.52' L =2 3.03' UT I L I T Y EA S E M E N T UT I L I T Y EA S E M E N T UTILIT Y EASE M E N T L=24.21' L=4.82' UTILITY EASEMENT UNPLATTED Curve Table CURVE # C1 C2 C3 C4 C5 LENGTH 6.02 28.28 8.74 6.57 6.33 RADIUS 4.63 24.67 213.33 4.50 4.50 DELTA 074°30'03" 065°40'47" 002°20'52" 083°40'28" 080°37'02" CHORD BEARING S48°44'50"E N64°28'21"E N32°48'23"E N27°18'31"E N65°10'53"E CHORD LENGTH 5.60' 26.75' 8.74' 6.00' 5.82' OLD VICTORY ROAD NON-EXCLUSIVE EASEMENT TOWN OF FRASER REC #2009-006046 LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT LINE SUBDIVISION BOUNDARY UTILITY EASEMENT N67°0 4 ' 5 1 " E 3 9 . 1 5 ' UT I L I T Y E A S E M E N T TRASH ENCLOSURE N 5 2 ° 5 7 ' 4 3 " W 3 0 . 0 0 ' S37 ° 0 2 ' 1 7 " W 3 1 . 1 9 ' N69°55'54"W 12.79'N37°02'17"E 33.07' L = 3 2.5 7' L =9 .9 7 ' L =10.58' L = 3 3.5 LOT 5 39,970 SF 0.918 AC LOT 4 41,471 SF 0.952 AC 125,034 SF 2.870 AC S39 ° 3 7 ' 0 2 " W 6 5 . 8 7 ' N67°0 4 ' 5 1 " E 1 2 3 . 6 3 ' N1 ° 1 3 ' 1 5 " W 9 1 . 5 3 ' S 4 4 ° 4 7 ' 1 1 " E 2 1 . 3 4 ' S1 5 ° 3 9 ' 3 9 " W 1 1 0 . 5 9 ' S45°12'49"W 5.26' L=31.46' R=24.67' ∆=73°05'12" CH=29.37' CHB=S08°29'56"E LOT 3 21,731 SF 0.499 AC S88°27'04"E 140.57' S 5 5 ° 0 1 ' 0 1 " E 1 3 5 . 3 7 ' 23 1 . 4 8 ' 50 . 8 4 ' 1 4 8 . 2 3 ' S15°39'39"W 4.83' N 2 2 ° 5 5 ' 0 9 " W 2 4 . 1 3 ' L=3.96' R=7.66' ∆=29°39'57" CH=3.92' CHB=N66°54'43"W L = 5 0 . 48' R = 5 2.6 7'∆=54°55'16" C H B = N 5 3 ° 1 3'4 7" W CH=48.57' L=3.40' R=11.63' ∆=16°46'05" CH=3.39' CHB=N31°47'12"W N74° 2 0 ' 2 1 " W 2 9 . 5 1 ' L=42.64'∆=64°17'2 4 " L = 4 2 . 6 4 ' ∆ = 6 4 ° 1 7 ' 2 4 " L = 4 2 . 6 4 ' R = 3 8.0 0' ∆=64°17'24" C H B = S 8 0 ° 4 6'2 7"E C H=40.44' L =2 2 .4 1 'R =3 8.0 0' ∆=33°47'42" C H B =N 5 0 °1 1'0 0"E CH=22.09' L = 8 0. 4 4 ' R CHB =N0 L =2 2 . 4 1' ∆=3 3 °4 7'4 2 " L=22.89' ∆=34°30'24" N1°13'15"W 2.30' C6 N2 3 ° 1 3 ' 4 6 " E 2 1 . 2 0 ' L=51.06' R=99.00' ∆=2 9°3 3'1 0 " CHB=N30°26'14"E C H =5 0.5 0' 2 0 9 . 9 5 ' ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT N 4 9 ° 4 0 ' 5 5 " W 2 2 8 . 0 6 ' L = 1 9 3.7 7' R = 2 0 3 6.0 0' ∆ = 5 ° 2 7'1 1" C H B = N 5 2 ° 2 4'3 0 " W C H = 1 9 3.7 0' N3 4 ° 1 9 ' 4 5 " E 2 3 5 . 0 5 ' S0 ° 2 2 ' 5 4 " W 3 1 1 . 0 1 ' S40 ° 1 9 ' 0 5 " W 2 8 2 . 3 2 ' LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" 11.98' N0°43'46"E 17.44' Curve Table CURVE # C1 C2 C3 C4 C5 C6 C7 LENGTH 6.02 28.28 8.74 6.57 6.33 11.13 5.42 RADIUS 4.63 24.67 213.33 4.50 4.50 25.50 20.99 DELTA 074°30'03" 065°40'47" 002°20'52" 083°40'28" 080°37'02" 025°00'31" 014°47'51" CHORD BEARING S48°44'50"E N64°28'21"E N32°48'23"E N27°18'31"E N65°10'53"E N37°22'37"E S64°01'48"E CHORD LENGTH 5.60' 26.75' 8.74' 6.00' 5.82' 11.04' 5.41' LEGEND DRAINAGE EASEMENT PRIVATE ACCESS & UTILITY EASEMENT UTILITY EASEMENT LOT LINE SUBDIVISION BOUNDARY BUILDINGS PUBLIC RIGHT-OF-WAY SET #5 REBAR WITH 1-1/4" RED PLASTIC CAP MARKED "PLS 35586" FOUND #5 REBAR WITH 2" ALUMINUM CAP MARKED "PLS 34592" RELEASE: _______ DESIGNED: _______ CAD: _______ QA/QC: _______ JOB NO. 18-030 SHEET 5 OF 5 3-9-22 KDS MSK CO R E C O N S U L T A N T S , I N C . 34 7 3 S O U T H B R O A D W A Y EN G L E W O O D , C O 8 0 1 1 3 30 3 . 7 0 3 . 4 4 4 4 LI V E Y O U R C O R E . C O M LA N D D E V E L O P M E N T EN E R G Y PU B L I C I N F R A S T R U C T U R E 20' 1 inch = 20 ft. 0 40' FINAL PLAT ALPENGLOW AT GRAND PARK FILING NO. 3 A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. AL P E N G L O W A T G R A N D P A R K FI L I N G N O . 3 SE C . 2 9 , T 1 S , R 7 5 W , 6 T H P . M . GR A N D C O U N T Y , C O L O R A D O SEE SHEET 3 SEE SH E E T 5 SEE SHEET 4 LOT 2 LOT 1 Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Grand Park West Mountain Filing 1 Page 1 of 1 Town of Fraser Land Development Referral Summary Date: September 22, 2023 Project Name: Alpenglow Final Plat and FPDP Referral Begin Date: September 7, 2023 Referral End Date: September 20, 2023 Applicant: Grand Park Development LLC Planner: Will Charles, Baseline CC: Layla Rosales, Terracina Design Clark Lipscomb, Grand Park Michael Brack, Fraser Town Manager Ben Thurston, Baseline Julie Esterl, Baseline Documents sent on referral: 1. Drainage Report dated 10.18.2022 2. 100% Construction Plans dated 08.30.2023 3. TKE Response Letter dated 08.30.2023 4. Alpenglow Condos SIA with Exhibits 5. Terracina Design Response Letter 09.05.2023 Responding Referral Agencies: Will Charles – Baseline Engineering Jody Allen – Merrick & Company Julie Koehler – Merrick & Company Jeanne Boyle – Merrick & Company Kent Whitmer – Whitmer Law Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Alpenglow Final Planned Development Plan and Final Plat Page 1 of 1 09/22/2023 Layla Rosales Terracina Design 10200 E Girard Ave, Suite A-314, Denver, CO 80231 303-632-8867 x101 lrosales@terracinadesign.com RE: Alpenglow Final PD Plan and Final Plat Referral Comments Referral agency comments have been addressed to a sufficient level to schedule for the Board of Trustees. All outstanding comments will be recommended as conditions of approval. Regards, Will Charles Principal Planner, Baseline Corporation 112 N. Rubey Drive, Suite 210 Golden, CO 80403 281-352-2709 Will.charles@baselinecorp.com Employee Owned 2480 W. 26th Street, Unit B225 Denver, Colorado 80211 Tel: +1 303-964-3333 hello@merrick.com www.merrick.com September 20, 2023 Michael Brack, Town Manager Town of Fraser 153 Fraser Avenue, P.O. Box 370 Fraser, Colorado 80442 RE: ALPENGLOW AT GRAND PARK - UTILITY AND SITE GRADING REVIEW UTILITY REVIEW COMMENTS Dear Mr. Brack: We have reviewed The Alpenglow at Grand Park submittal received September 7, 2023. The submittal included the 100% Construction Plans, dated August 30,2023 by TKE Civil & Structural Engineering. TKE addressed all previous utility and site grading comments, however we did find additional comments during this review: Construction Plans 1. On pages 30 and 31 of the 100% Construction Plans. Drive 3 Profile and Drive 4 Profile have missing street profile data that were provided in previous submittals. Please update plans providing this data and replace the plans in the final construction plan set, resubmittal of plans is not required. Please let us know if you have any questions. Sincerely, Merrick & Company Julie Koehler, PE, ENV SP Jody Allen Sr. Project Manager Assistant Project Manager q:\denver_north\projects\0492-07 fraser development reviews\reviews\1002_alpenglow - previous willow apts\2023_0907\alpenglow - utility_site grading and drainage review 2023-0920.docx RE: ALPENGLOW AT GRAND PARK - DRAINAGE REVIEW Dear Mr. Brack: We have reviewed the Alpenglow at Grand Park submittal received September 7, 2023. The submittal included the Alpenglow at Grand Park – Planning Areas 2W.1 & 2W.2 Phase III Drainage Report and 100% Construction Plans for Alpenglow at Grand Park, dated August 30, 2023 by TKE Civil & Structural Engineering. We also received a response letter dated August 30, 2023 by TKE Engineering. All of our previous drainage review comments have been addressed. We have no further comments related to the drainage improvements. Please let us know if you have any questions. Sincerely, MERRICK & COMPANY Jeanne M. Boyle, P.E., CFM Cc: Will Charles, Baseline Engineering Corporation Julie Esterl, Baseline Engineering Corporation THE WHITMER LAW FIRM, LLC  www.whitmerlawfirm.com  Physical: 63331 U.S. Hwy. 40, Granby CO 80446 Mailing: P.O. Box 38, Hot Sulphur Springs, CO 80451 Phone 970.725.3460 Kent H. Whitmer (Kent@whitmerlawfirm.com)‡ William G. Berry (Will@whitmerlawfirm.com)† Sean C. Lemieux (Sean@whitmerlawfirm.com)◊ Kaitlin Randall (Katie@whitmerlawfirm.com)◊ ‡ Licensed in Colorado, Wyoming, and Montana † Licensed in Colorado, Wyoming, and Alabama ◊ Licensed in Colorado MEMORANDUM TO: Mr. Will Charles FROM: THE WHITMER LAW FIRM DATE: September 18, 2023 RE: Alpenglow Subdivision Final Plat Resubmittal Legal Review, Resubmitted Will, We have reviewed the resubmitted Alpenglow Subdivision request and have only one comment. Subdivision Improvements Agreement Exhibit C provides as follows: EXHIBIT C IMPROVEMENT SCHEDULE Construction of infrastructure improvements will commence within 6 months of the recordation of the Final Plat and is anticipated to be complete approximately 24 months after commencement. As an approximation estimate, this schedule does not include a sufficient timeline to comply with the SIA, which states at Paragraph 3.1: Subdivider shall construct the Improvements in strict accordance with the schedule described on the attached Exhibit C. Any failure by Subdivider to commence or complete the construction of the Improvements in strict compliance with the sched- ule established in Exhibit C shall constitute a default by Subdivider and shall entitle the Town to proceed in accordance with the provisions of Section 15 of this SIA. Applicant providing an anticipated completion date will not allow for “strict compliance” with the re- quired schedule and is therefore inadequate. Page 2 of 2 We also refer applicant to TC Sec. 19-3-430. Time for completion, which states: The time allowed for the completion of required improvements shall be as provided in the SIA; or, if no time for completion is specified in the SIA for some or all re- quired improvements, such improvements shall be completed within two (2) years from the recording date of the final plat or issuance of the development permit, whichever is applicable. The Board of Trustees may extend such time for completion upon request from the applicant, for good cause shown. I have discussed this issue numerous times with Clark Lipscomb, who has asked that he be able to take up the matter directly with the Board of Trustees. Sincerely, Kent Whitmer, Town Attorney CC: Michael Brack DIST U R B A N C E LIMI T S TYPI C A L 6" P V C @ 2% m i n . 6" PV C @ 2% m i n . 1 COVER SHEET 100% CONSTRUCTION PLANS FOR ALPENGLOW AT GRAND PARK PLANNING AREA 2W.1 & 2W.2 FRASER, COLORADO CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER A NT H O N Y E. K R E M P IN36291 7 ~ 2023-08-30 ~ ISSUE #7 - 100% CONSTRUCTION PLANS FOR APPROVAL (8/18/2023 REVIEW COMMENT RESPONSE) 6 ~ 2022-10-18 ~ ISSUE #6 - 100% CONSTRUCTION PLANS FOR APPROVAL (8/3/2022 REVIEW COMMENT RESPONSE) 5 ~ 2022-03-21 ~ ISSUE #5 - 100% CONSTRUCTION PLANS FOR APPROVAL (12/15/2021 REVIEW COMMENT RESPONSE) 4 ~ 2021-11-18 ~ ISSUE #4 - 100% CONSTRUCTION PLANS FOR APPROVAL 3 ~ 2021-07-23 ~ ISSUE #3 - 90% CONSTRUCTION PLANS (GRADING REVISIONS) 2 ~ 2021-06-10 ~ ISSUE #2 - 90% CONSTRUCTION PLANS (RESPONSE TO PRELIMINARY COMMENTS) 1 ~ 2021-03-10 ~ ISSUE #1 - 80% CONSTRUCTION PLANS ISSUE / REVISION CONTACT LIST CURRENT LAND OWNER: GRAND PARK DEVELOPMENT LLC P.O.BOX 30 WINTER PARK, COLORADO 80482 T: 303.972.6633 CONTACT: CLARK LIPSCOMB ENGINEER: TKE ENGINEERING POB 2225 GRANBY, CO 80446 T: 970.281.5280 CONTACT: TONY KREMPIN, PE SURVEYOR: CORE CONSULTANTS 1950 WEST LITTLETON BLVD, STE 109 LITTLETON, CO 80120 T: 303.703.4444 CONTACT: MIKE KERVIN, PLS TOWN OF FRASER P.O.BOX 370 153 FRASER AVENUE FRASER, CO 80442 T: 970.726.5491 CONTACT: RUSSELL PENNINGTON CONSULTING REVIEW ENGINEER MERRICK 2480 W. 26TH AVENUE, UNIT B225 DENVER, CO 80211 T: 303.964.3333 CONTACT: JODY ALLEN EAST GRAND FIRE PROTECTION DISTRICT #4 TODD HOLZWARTH POB 2967 WINTER PARK, COLORADO 80482 T: 970.726.5824 MOUNTAIN PARKS ELECTRIC CRAIG STEGNER POB 170 GRANBY, CO 80446 T: 970.887.3378 UTILITY NOTIFICATION CENTER OF COLORADO 2801 S YOUNGFIELD ST, SUITE 301 GOLDEN, CO 80401 T: 811 THESE DESIGNS, PLANS, AND CONTRACT DOCUMENTS ARE REVIEWED FOR CONCEPT AND GENERAL CONFORMANCE TO THE TOWN'S MINIMUM STANDARDS ONLY, AND THE RESPONSIBILITY FOR DESIGN ADEQUACY SHALL REMAIN WITH THE ENGINEER OF RECORD. THIS REVIEW DOES NOT IMPLY RESPONSIBILITY BY EITHER THE TOWN OF FRASER OR THE TOWN'S ENGINEER FOR COMPLETENESS, ACCURACY OR CORRECTNESS OF CALCULATIONS. THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS INDICATED ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE TOWN OF FRASER OR ANY OF THE REVIEWING PARTIES FOR ADDITIONAL ITEMS AND ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. APPROVED FOR CONSTRUCTION WITHIN ONE YEAR OF THE EARLIEST OF THESE DATES: BY:_________________________ _______________ TOWN ENGINEER DATE BY:_________________________ _______________ TOWN OF FRASER DATE BY:_________________________ _______________ EAST GRAND F.P.D. #4 DATE TOWN OF FRASER APPROVAL BLOCK ENGINEER'S CERTIFICATION THE CONSTRUCTION PLANS FOR GRAND PARK - THE WILLOWS APARTMENTS WERE PREPARED BY ME UNDER MY DIRECT SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THESE STANDARDS. BY:_____________________________ _______________ ANTHONY E. (TONY) KREMPIN, PE DATE TKE ENGINEERING, LLC 8/30/23 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE WEST OF THE SIXTH PRINCIPAL MERIDIAN WHICH WAS ASSUMED TO BEAR S00°14'02"E. ORIGIN BENCHMARK: A CHISELED CROSS OF THE EASTERLY SIDE OF THE U.S. HIGHWAY 40 AND THE SOUTHERLY EDGE OF THE DRIVEWAY INTO THE EAST GRAND FIRE PROTECTION DISTRICT PROPERTY. ELEV.=8669.95 PROJECT BENCHMARK: N.G.S.CONTROL POINT "N139" PID KK08971. THE STATION IS LOCATED 2.4 MILES BY POAD, NORTH OF FRASER, BETWEEN THE RAILROAD AND U.S. HIGHWAY 40. NGVD 29 DATUM ELEVATION = 8433.78 VICINITY MAP SCALE 1" = 300' GRAND P A R K D R I V E O L D V I C T O R Y R O A D U . S . H I G H W A Y 4 0 R Know what's below. Call before you dig. SHEET LIST 1 COVER SHEET 2 GENERAL NOTES 3 DRAINAGE MAP OVERALL 4 DRAINAGE MAP 5 POND 1 OVERALL 6 POND 1 7 POND 2 8 POND DETAILS 9 EXISTING CONDITIONS & DEMOLITION PLAN 10 SITE PLAN - PHASE 2 11 SITE PLAN - PHASE 1 12 HORIZONTAL CONTROL PLAN 13 HORIZONTAL CONTROL PLAN 14 STORMWATER MANAGEMENT PLAN 15 STORMWATER MANAGEMENT PLAN 16 GRADING PLAN OVERALL 17 GRADING PLAN 18 GRADING PLAN 19 GRADING PLAN 20 GRADING PLAN 21 GRADING PLAN 22 GRADING PLAN 23 GRADING PLAN - CLUBHOUSE 24 ROADWAY ALIGNMENT MAP 25 ROADWAY ALIGNMENT TABLES 26 GRADING PLAN SAMPLE BUILDING 27 SIGNAGE & STRIPING PLAN 28 ROADWAY PROFILE MOUNTAIN WILLOW DRIVE 29 ROADWAY PROFILE AMERICAN WILLOW DRIVE 30 ROADWAY PROFILE DRIVES 1, 2, 3, & 5 31 ROADWAY PROFILE DRIVE 4 32 ROADWAY PROFILE DRIVES 6, 7, 8, 9, 10, AMENITY CIRCLE, & PCRs 33 UTILITY PLAN OVERALL 34 UTILITY PLAN WEST 35 UTILITY PLAN EAST 36 UTILITY ALIGNMENT MAP 37 UTILITY ALIGNMENT TABLES 38 WATER PROFILE MOUNTAIN WILLOW DRIVE & AMERICAN WILLOW DRIVE 39 WATER PROFILE EAST, WEST 1, & WEST 2 40 SANITARY PROFILE 41 STORM PROFILES 42 DETAILS - EROSION 43 DETAILS - SITE 1 44 DETAILS - SITE 2 45 DETAILS - WATER 46 DETAILS - SANITARY 47 PHASING PLAN 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 C o v e r . d w g , 0 1 C V R , 8 / 3 0 / 2 0 2 3 9 : 3 9 : 1 2 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O GENERAL NOTES 1.PROJECT BENCHMARK: N.G.S. CONTROL POINT "N 139", PID KK0971. THE STATION IS LOCATED 2.4 MILES BY ROAD NORTH OF FRASER BETWEEN THE RAILROAD AND US HIGHWAY 40 NGVD 29 ELEVATION = 8433.78. ALL ELEVATIONS SHOWN ON THESE PLANS ARE REFERENCED TO THE PROJECT BENCHMARK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING THE PROJECT BENCHMARK AND OTHER SURVEY MONUMENTS. DAMAGED MONUMENTS SHALL BE RE-ESTABLISHED AND REPLACED BY THE LICENSED LAND SURVEYOR AT THE EXPENSE OF THE PARTY RESPONSIBLE FOR THE DAMAGE. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF ANY PROBLEMS OR POTENTIAL PROBLEMS IN CONFORMING TO THE DESIGN LINE AND GRADE FOR ANY ELEMENT OF THE CONSTRUCTION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF SITE CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE APPROVED PLANS. 3.IN THE EVENT THE CONTRACTOR ALLOWS, AUTHORIZES, APPROVES OR CONSTRUCTS ITEMS THAT DIFFER FROM THE APPROVED PLANS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, WITHOUT WRITTEN APPROVAL BY THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LIABILITY ARISING FROM SUCH CHANGES. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, AND ANY OTHER NEEDED ACTION TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE, PASSABLE ACCESS TO PRIVATE PROPERTIES ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. 6.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO FOR LOCATION OF UNDERGROUND GAS, ELECTRIC AND COMMUNICATION UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION (811). THE CONTRACTOR SHALL NOTIFY OTHER APPLICABLE UTILITY COMPANIES AS WELL TO OBTAIN FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 7.LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ON THE PLANS WERE TAKEN FROM THE RECORDS OF THE CONTROLLING AGENCIES OR FROM AGENCY MARKINGS IN THE FIELD. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR COMPLETENESS OR ACCURACY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTENCE AND/OR LOCATION OF ALL UNDERGROUND UTILITIES AND PARTICIPATE IN THE RESOLUTION OF ANY CONFLICTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NECESSARY UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOB SITE CONDITIONS THROUGHOUT THE DURATION OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROTECTION OF PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED ONLY TO WORKING HOURS. THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE GOVERNING JURISDICTION HARMLESS FOR ANY AND ALL LIABILITY, IN CONNECTION WITH THE PERFORMANCE OF WORK, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER OR THE GOVERNING JURISDICTION. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC OR PRIVATE STREETS OF MUD AND DEBRIS, DUE TO CONSTRUCTION ACTIVITIES, ON A DAILY BASIS OR AS DIRECTED BY THE APPLICANT. 11.THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES THE APPROPRIATE EDITION OF THE GOVERNING JURISDICTION DESIGN AND CONSTRUCTION STANDARDS, ONE SET OF APPROVED CONSTRUCTION PLANS, THE STORM WATER MANAGEMENT PLAN, AND ALL REQUIRED PERMITS. 12.ALL SANITARY SEWER, STORM SEWER, WATER LINE AND STREET CONSTRUCTION SHALL CONFORM TO THE APPROPRIATE EDITION OF THE GOVERNING JURISDICTION STANDARDS AND SPECIFICATION. 13.ALL CONSTRUCTION SHALL CONFORM TO THE APPROPRIATE EDITION OF THE STANDARDS AND SPECIFICATIONS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT, AND INDUSTRY STANDARDS AS APPLICABLE TO ELEMENTS OF WORK NOT COVERED BY LOCAL AGENCY STANDARDS AND SPECIFICATIONS. REQUIREMENTS OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, THE ENVIRONMENTAL PROTECTION AGENCY AND THE U.S. ARMY CORPS OF ENGINEERS, SHALL ALSO BE FOLLOWED AS THEY RELATE TO THE WORK. 14.THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK. 15.ALL STATIONING IS ALONG THE CENTERLINE UNLESS OTHERWISE NOTED. 16.THE PROFILE GRADE ON THE PLANS IS THE CENTERLINE UNLESS OTHERWISE NOTED. 17.ALL WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DEVELOPER, TOWN OF FRASER, FRASER, AND THEIR REPRESENTATIVES. ONE OR ALL OF THE PARTIES HAS THE RIGHT TO REJECT MATERIALS AND WORKMANSHIP WHICH DO NOT CONFORM TO SPECIFICATIONS. 18.THE CONTRACTOR SHALL NOTIFY THE TOWN OF FRASER AND THE PUBLIC UTILITY COMPANIES PRIOR TO PROCEEDING WITH ANY EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING UTILITY (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. WHENEVER THE CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. ALL WORK PERFORMED IN THE AREA OF THE PUBLIC UTILITIES SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. 19.CONTRACTOR SHALL GIVE 72 HOURS NOTICE TO TOWN PERSONNEL TO PERFORM REQUIRED INSPECTIONS AND PRIOR TO ANY CONSTRUCTION ON THIS SITE. CONTACT TOWN OF FRASER PERSONNEL AT (970) 726-5491. 20.TRENCHES SHALL BE EXCAVATED AND THE PIPE EXPOSED FOR INSPECTION AT ANY LOCATION ON THE PROJECT IF SO ORDERED. 21.LIMITS OF WORK: NO AREAS SHALL BE DISTURBED OUTSIDE OF THE TEMPORARY CONSTRUCTION EASEMENTS AND THE ROADWAY DISTURBANCE LIMITS. PIPE BEDDING AND BACKFILL 1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE TOWN OF FRASER STREET AND ROADWAY MINIMUM DESIGN CRITERIA AND CONSTRUCTION STANDARDS DATED JANUARY 2015, THE TOWN OF FRASER WATER UTILITY MINIMUM DESIGN CRITERIA AND CONSTRUCTION STANDARDS DATED JANUARY 2015, AND THE FRASER CONSTRUCTION STANDARDS AND MINIMUM DESIGN CRITERIA DATED JANUARY 2015. SANITARY SEWER NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE FRASER CONSTRUCTION STANDARDS AND MINIMUM DESIGN CRITERIA DATED JANUARY 2015. SEC. 14-4-320. SANITARY SEWER SERVICES. (a) SIZING/CAPACITY. THE SIZE AND SLOPE OF THE BUILDING SERVICE SEWER SHALL BE SUBJECT TO THE APPROVAL OF THE TOWN, BUT IN NO EVENT SHALL THE DIAMETER BE LESS THAN FOUR (4) INCHES. MINIMUM GRADE AND SLOPES SHALL BE AS FOLLOWS: , 4" 2.0% NORMAL; 1.0% MINIMUM, 6" 1.00%, 8" 0.60% (b) SERVICE CONNECTIONS. (1) WHERE PARALLEL OR APPROXIMATELY PARALLEL TO A STRUCTURAL WALL, THE SERVICE LINE SHALL BE AT LEAST FIVE (5) FEET FROM THE WALL. PENETRATIONS THROUGH STRUCTURES SHALL BE AT RIGHT ANGLES, OR CLOSE THERETO, THROUGH PVC SLEEVES AND SHALL PROVIDE FLEXIBILITY SUCH THAT THE SERVICE LINE WILL NOT BE DAMAGED BY SETTLEMENT OF THE STRUCTURES. (2) SEWER AND WATER SERVICE LINES SHALL HAVE TEN (10) FEET MINIMUM HORIZONTAL SEPARATION MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. WHERE THIS SEPARATION IS IMPRACTICAL, THE TOWN MAY PERMIT OTHER SEPARATION REQUIREMENTS IN ACCORDANCE WITH APPLICABLE STANDARDS. IF A WATER LINE PASSES WITHIN EIGHTEEN (18) INCHES VERTICAL DISTANCE ABOVE A SEWER MAIN OR SERVICE OR IF IT LIES WITHIN THE MINIMUM HORIZONTAL SEPARATION DISTANCE OF THE SEWER MAIN OR SERVICE, THE SEWER SERVICE IS TO BE MODIFIED TO HAVE "NO BELL" CONSTRUCTION PER ATTACHMENT A-23 – PIPE CROSSING DETAIL. IF A WATER LINE CROSSES UNDER A SEWER SERVICE, A TWENTY-FOOT LENGTH OF C900 PVC SHALL BE USED FOR THE GRAVITY SEWER LINE. SMITH-BLAIR 229, FULL CIRCLE COLLAR LEAK REPAIR CLAMPS, SHALL BE INSTALLED ON ALL SANITARY SEWER JOINTS WITHIN THE MINIMUM HORIZONTAL CLEARANCE REQUIREMENTS, AND NO WATER LINE PIPE JOINTS SHALL BE LOCATED WITHIN THE MINIMUM HORIZONTAL CLEARANCE REQUIREMENT. (3) THE MINIMUM COVER SHALL BE SEVEN (7) FEET FROM TOP OF SEWER SERVICE LINE TO FINISHED GRADE. SERVICE LINES WITH LESS THAN SEVEN (7) FEET OF COVER WILL BE CONSIDERED BY THE TOWN WITH INSTALLATION OF TWO (2) INCHES OF PIPELINE INSULATION INSTALLED FOR EVERY ONE (1) FOOT OF COVER LESS THAN SEVEN (7) FEET. THE TOWN SHALL REVIEW AND APPROVE ALL LOCATIONS WHERE PIPE DEPTHS ARE LESS THAN SEVEN (7) FEET. IN NO CASE SHALL A SANITARY SEWER SERVICE LINE HAVE A DEPTH LESS THAN FIVE (5) FEET. SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS PER ATTACHMENT A-38 – SEWER MAIN AND SERVICE LINE BEDDING & BACKFILL DETAIL. (4) WYE TAP SADDLES SHALL BE INSTALLED FOR CONNECTION OF EACH SANITARY SEWER SERVICE LINE TO THE SANITARY SEWER MAIN LINE. PRE-INSTALLED WYE FITTINGS MAY BE ALLOWED ON NEW SANITARY SEWER MAIN LINE CONSTRUCTION, AS AN ALTERNATIVE TO SADDLES, FOR CONNECTION OF THE SANITARY SEWER SERVICE LINES TO THE SANITARY SEWER MAIN LINE WITH PRIOR WRITTEN APPROVAL BY THE TOWN. WYE TAP SADDLES SHALL CONFORM AS FOLLOWS: FOR SDR 26 AND SDR 35 PVC SANITARY SEWER LINES: THE WYE TAP SADDLE SHALL BE A PREMANUFACTURED 45° WYE WITH GASKET BRANCH, GASKET SKIRT AND STAINLESS STEEL STRAPS (ONE STRAP ON BOTH THE FRONT AND BACK OF THE WYE TAP SADDLE), MODEL YS0804, AS MANUFACTURED BY JM EAGLE, OR APPROVED EQUAL. THE GASKETS AND STRAPS SHALL BE SUPPLIED BY THE MANUFACTURER. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FOR C-900/905 PVC SANITARY SEWER LINES OR VITRIFIED CLAY SANITARY SEWER LINES: THE WYE TAP SADDLE SHALL BE A FLEXIBLE PRE-MANUFACTURED 45° WYE, MODEL TSW-4, WITH SLIP LOCK CLAMPS AND THE MODEL TSPK-46 PRESSURE KIT FOR FLEXIBLE SADDLE TAPS AS MANUFACTURED BY FERNCO, OR APPROVED EQUAL. THE PRESSURE KIT INCLUDES BENTONITE TAPE (TO BE APPLIED TO THE PIPE INTERFACE WITH THE SEWER PIPE), TWO REINFORCING BARS AND TWO ADDITIONAL STRAPS. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE HOLE CUT INTO THE PIPE SHALL BE CORE DRILLED PRIOR TO PLACEMENT OF THE SADDLE. IF THE PIPE IS DAMAGED OR BROKEN, THE APPLICANT SHALL REPLACE THE BROKEN OR DAMAGED PIPE. CONNECTION TO LINES LARGER THAN FIFTEEN (15) INCHES SHALL BE MADE USING THE ABOVE WYE TAP SADDLE ASSEMBLY WITH EXTENSION CLAMPS. ALL SERVICE LINE CONNECTIONS SHALL BE APPROVED BY THE TOWN PRIOR TO INSTALLATION. THE SERVICE LINE CONNECTION SHALL CONFORM TO THE ATTACHMENT A-42 – SEWER SERVICE LINE CONNECTION DETAIL. ALL SANITARY SEWER SERVICE LINES SHALL CONNECT INTO THE SANITARY SEWER MAIN LINE. NO SANITARY SEWER SERVICE LINES SHALL BE CONNECTED DIRECTLY INTO A MANHOLE. (5) WARNING TAPE SHALL BE INSTALLED IN THE TRENCH ABOVE THE SEWER LINE. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY ABOVE THE SEWER LINE, A DISTANCE OF THIRTY (30) INCHES ABOVE THE PIPE. THE WARNING TAPE SHALL BE THREE (3) INCHES WIDE, GREEN IN COLOR WITH THE LEGEND "CAUTION BURIED SEWER LINE BELOW" IN BLACK AND EXTEND CONTINUOUSLY IN THE TRENCH. IF ANY EXISTING WARNING TAPE IS DAMAGED IN CONSTRUCTION ACTIVITIES, A SPLICE SHALL BE MADE USING ADDITIONAL WARNING TAPE TIED TO EACH END TO PROVIDE A CONTINUOUS WARNING TAPE ALONG THE SEWER LINE. WARNING TAPE SHALL BE INSTALLED ON SEWER SERVICE LINES FROM THE TAP AT THE MAIN TO THE EDGE OF THE RIGHT-OF-WAY, EASEMENT AND/OR CLEANOUTS. (6) EACH SERVICE LINE IS TO HAVE A FOUR-INCH CLEANOUT INSTALLED WITHIN TWENTY (20) FEET OF THE BUILDING SERVED, PER ATTACHMENT A-42 – SEWER SERVICE LINE CONNECTION DETAIL, ATTACHMENT A-43 SEWER SERVICE LINE CLEANOUT DETAIL – UNPAVED LOCATION AND ATTACHMENT A-44 – SEWER CLEANOUT COLLAR DETAIL – PAVED LOCATION. CLEANOUTS ARE REQUIRED FOR ANY FORTY-FIVE-DEGREE BEND IN SERVICE LINE DIRECTION AND AT INTERVALS OF NO GREATER THAN NINETY (90) FEET. (7) CLEANOUTS LOCATED WITHIN PAVED AREAS SHALL BE RAISED TO FINAL GRADE WITH EITHER ASPHALT SURFACING INSTALLED ADJACENT TO THE CLEANOUT OR WITH A CONCRETE COLLAR. IF THE CLEANOUT IS SET AT FINAL GRADE DURING THE ASPHALT PAVING PROCESS, THE FOLLOWING PROCEDURE SHALL BE FOLLOWED: a. INSTALLATION OF THE BOTTOM LIFT OF ASPHALT SHALL BE PLACED OVER THE TOP OF THE CLEANOUT. b. THE CLEANOUT SHALL BE EXPOSED AND SET TO ITS FINAL GRADE AT ONE-HALF (½) INCH LOWER THAN THE GRADE OF THE FINAL ASPHALT SURFACE. ANY VOID CREATED IN THE BOTTOM LIFT OF ASPHALT BY EXPOSING AND RAISING THE CLEANOUT SHALL BE FILLED WITH COMPACTED HOT MIX ASPHALT PRIOR TO PLACEMENT OF THE TOP LIFT OF ASPHALT. c. INSTALLATION OF THE TOP LIFT OF ASPHALT SHALL BE PLACED AND COMPACTED, MAINTAINING THE REQUIRED VERTICAL DISTANCE FROM THE PAVEMENT SURFACE TO THE TOP OF THE CLEANOUT. THE CLEANOUT SHALL REMAIN VERTICAL AND PLUMB. IF A CONCRETE COLLAR IS THE SELECTED METHOD USED TO RAISE THE CLEANOUT TO FINAL GRADE, IT SHALL BE INSTALLED AFTER THE TOP LIFT OF ASPHALT IS PLACED AND IN ACCORDANCE WITH ATTACHMENT A-43 – SEWER SERVICE LINE CLEANOUT COLLAR DETAIL – UNPAVED LOCATION AND ATTACHMENT A-44 – SEWER CLEANOUT COLLAR DETAIL – PAVED LOCATION. (c) SANITARY SEWER SERVICE MATERIALS. (1) SEWER SERVICE PIPE SHALL BE PVC AND SHALL EITHER BE SDR 26 OR C900 PIPE. WHERE A DIFFERENT PIPE MATERIAL IS ENCOUNTERED AT THE CONNECTION POINT TO THE SANITARY SEWER MAIN, A FLEXIBLE COUPLER SHALL BE USED. THE FLEXIBLE COUPLER SHALL BE MADE OF AN ELASTOMERIC COMPOUND AND SHALL BE CONNECTED AT EACH END WITH A STAINLESS STEEL CLAMP. THE COUPLER SHALL BE LEAK-PROOF, ROOT-PROOF AND RESISTANT TO CHEMICALS, UV RAYS AND NORMAL SEWER GASES. (2) THE COUPLER SHALL BE: a. FERNCO, PART NO. 1051-44; b. US PIPE CORP., PART NO. 30552; OR c. AN APPROVED EQUAL. (3) WHEN PRE-APPROVED BY THE TOWN, WHERE SEWER SERVICE LINES OF TWO (2) DIFFERENT PIPE TYPES ARE BEING CONNECTED TOGETHER, THE WATERTIGHT CONNECTOR FITTING SHALL BE A MANUFACTURED FITTING SPECIFICALLY FOR CONNECTION OF THAT SIZE AND TYPE OF PIPE. (d) GREASE INTERCEPTORS. GREASE INTERCEPTORS SHALL CONFORM TO THE SPECIFICATIONS IN THE INTERNATIONAL PLUMBING CODE AS ADOPTED BY THE TOWN AND THIS CODE. GREASE INTERCEPTOR LAYOUT AND DETAIL SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION OR INSTALLATION. (e) OIL AND SAND SEPARATORS. OIL AND SAND SEPARATORS SHALL CONFORM TO THE SPECIFICATIONS IN THE INTERNATIONAL PLUMBING CODE AS ADOPTED BY THE TOWN AND THIS CODE. OIL AND SAND SEPARATOR LAYOUT AND DETAIL SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION OR INSTALLATION. (ORD. 389 PART 1.1, 2012) STORM SEWER NOTES 1.LOCATION OF EXISTING STORM SEWER (INCLUDING CULVERTS) SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. 2.STORM SEWER SHALL BE RCP IN ACCORDANCE WITH CDOT STANDARD M-603-2 3.ALL CULVERTS SHALL HAVE END SECTIONS ON BOTH THE UPSTREAM AND DOWNSTREAM ENDS OF THE PIPE UNLESS OTHERWISE NOTED ON THE PLANS. 4.STORM SEWER RCP SHALL HAVE BEDDING AND BACKFILL IN ACCORDANCE WITH CDOT STANDARD M-603-2 AND TOWN OF FRASER ROAD STANDARDS. 5.PIPE LENGTHS FOR STORM SEWER ARE APPROXIMATE HORIZONTAL DISTANCES FROM END SECTION TO END SECTION. THEREFORE, DISTANCES SHOWN ON THE PLANS ARE APPROXIMATE ONLY AND COULD VARY. END SECTIONS ARE INCLUDED IN THE PIPE LENGTH SHOWN ON THE PLANS. FINAL LENGTH OF STORM SEWER SHALL BE SUFFICIENT TO PROVIDE THE ROAD SHOULDERS AND SIDE SLOPES TO NOT BE STEEPER THAN SHOWN ON THE TYPICAL ROAD SECTION. 6.DRIVEWAYS FOR ADJACENT PARCELS AND CULVERTS UNDER THE DRIVEWAYS SHALL BE DESIGNED IN THE FUTURE IN CONJUNCTION WITH DESIGNS FOR THE ADJACENT PARCELS. 7.RIPRAP TO BE ANGULAR. ROADWAY NOTES: 1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE TOWN OF FRASER STREET AND ROADWAY MINIMUM DESIGN CRITERIA AND CONSTRUCTION STANDARDS DATED JANUARY 2015. 2.LIFTS IN FILL AREAS SHALL NOT EXCEED 8 INCHES IN COMPACTED DEPTH. MAXIMUM SLOPES OF ALL CUTS & FILLS SHALL BE 3:1 UNLESS OTHERWISE NOTED. FILL SHALL NOT BE PLACED ON EXISTING TOPSOIL OR ORGANIC MATERIAL. TOPSOIL AND ORGANIC MATERIAL SHALL BE STRIPPED AND REMOVED FROM THE FILL AREA AND NOT USED IN THE FILL. FILL SHALL ONLY BE PLACED ON SUITABLE EXISTING SUBGRADE FREE OF ANY TOPSOIL AND/OR ORGANIC MATERIAL. 3.PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS ARE TAKEN MEETING THE REQUIREMENTS OF THE PLANS AND SPECS AND FINAL PAVEMENT DESIGN. THE PAVEMENT SECTION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT FOR THS PROJECT. THE MINIMUM DEPTH OF ASPHALT SHALL BE 5-INCHES. 4.THE CONTRACTOR SHALL SAW-CUT ALL EXISTING PAVEMENT WHERE MATCH LINES WITH EXISTING EDGE OF PAVEMENT OCCUR. 5.PORTLAND CEMENT CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CDOT STANDARD 600. 6.ASPHALT PAVING SHALL BE IN ACCORDANCE WITH THE TOWN OF FRASER ROAD STANDARDS FINAL ASPHALT THICKNESS AND BASE COURSE THICKNESS SHALL BE IN ACCORDANCE WITH THE SOIL'S ENGINEER'S REPORT. 7.ROADWAY BASE COURSE AND FILL AREA COMPACTION SHALL CONFORM TO THE TOWN OF FRASER ROAD STANDARDS. THE BASE COURSE AND COMPACTION SHALL ALSO CONFORM TO THE GENERAL NOTES. 8.ROADWAY RETAINING WALL LOCATIONS AND HEIGHTS HAVE BEEN ESTABLISHED AS PART OF THESE ROADWAY PLANS. STRUCTURAL, GEOTECHNICAL, AND DRAINAGE ENGINEERING FOR THE WALLS IS BY OTHERS (SEE SEPARATE DESIGN DOCUMENTS). 9.COMPACTION TESTING FOR THE BASE COURSE IN THE ROADWAY SHALL MEET 95% OF STANDARD PROCTOR WITH THE MATERIAL BEING WITHIN 2.0 PERCENT OF OPTIMUM MOISTURE. EACH LIFT OF ASPHALT SHALL MEET THE MINIMUM DENSITY OF 95 PERCENT OF THE MARSHALL DENSITY. ASPHALT DENSITY TESTING SHALL BE PERFORMED ON EACH LIFT AT INTERVALS OF ONE TEST PER EVERY 250 LINEAR FEET PER LANE. TEST LOCATIONS ON EACH LIFT AND EACH LANE SHALL BE STAGGERED. 10. AT COMPLETION OF CONSTRUCTION, AS PART OF THE PRELIMINARY ACCEPTANCE, THE TOWN WILL SELECT REPRESENTATIVE LOCATIONS TO TAKE ASPHALT CORINGS AS CONFIRMATION OF ASPHALT DEPTH AND CONSISTENCY OF THE ASPHALT SECTION. THE TOWN WILL CONTRACT DIRECTLY WITH A COMPANY TO PERFORM THIS WORK AND WILL BACK CHARGE THE DEVELOPER FOR THE COST EROSION CONTROL NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND DISPLAYING THE STORMWATER MANAGEMENT PERMIT. ADDITIONALLY A FIELD COPY OF THE STORMWATER MANAGEMENT PLAN SHALL BE LOCATED ON SITE AND MODIFIED AS FIELD CONDITIONS CHANGE. 2.AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT, EROSION CONTROL AND SEDIMENTATION CONTROL SHALL BE MAINTAINED TO PREVENT ERODED SOIL FROM LEAVING THE PROPERTY AND/OR DISTURBING WETLANDS. 3.ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE PROPERTY LIMITS DUE TO GRADING OR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. 4.A WATER TRUCK SHALL BE UTILIZED DURING EARTHWORK OPERATIONS AS REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND. 5.A LAYER OF SUITABLE MULCH SHALL BE APPLIED TO ALL RE-SEEDED PORTIONS OF THE SITE WITHIN FOURTEEN DAYS OF THE COMPLETION OF RE-SEEDING. SAID MULCH SHALL BE APPLIED AT A RATE OF TWO TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. 6.SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY DAYS SHALL BE MULCHED AND SEEDED WITH A TEMPORARY OR PERMANENT GRASS COVER WITHIN FOURTEEN DAYS OF STOCKPILE CONSTRUCTION. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF A DRAINAGE WAY, ADDITIONAL SEDIMENT CONTROLS SUCH AS TEMPORARY DIKES OR SILT FENCES SHALL BE REQUIRED. 7.APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPs WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE-HALF THE HEIGHT OF THE BMP OR AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP. 8.THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING TRENCH BACKFILL MATERIALS, OIL, GREASE, ETC. FROM WASHING INTO THE STORM SEWER SYSTEM OR WATERWAYS. 9.THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE DRAINAGE 10.WAYS AND PUBLIC RIGHTS-OF-WAY AS A RESULT OF THIS SITE DEVELOPMENT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER BY THE PROJECT OWNER. 11.THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC. RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 12.THE GENERAL CONTRACTOR, GRADING CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS-OF-WAY. THE PROJECT OWNER SHALL BE CONTACTED IF NECESSARY TO ENFORCE THIS REQUIREMENT. 13.THE USE OF REBAR, STEEL STAKES OR STEEL FENCE POSTS FOR STAKING DOWN STRAW OR HAY BALES OR TO SUPPORT SILT FENCING OR OTHER PERIMETER CONTROL DEVICES IS PROHIBITED. 14.THE EROSION CONTROL MEASURES MAY BE MODIFIED AS SITE CONDITIONS GOVERN. THIS MAY INCLUDE ELIMINATING CERTAIN EROSION CONTROL MEASURES IF THOSE MEASURES BECOME UNNECESSARY. 15.THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES INTO WATERWAYS IS PROHIBITED ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO THE STORM SEWER SYSTEM IS PROHIBITED. 16.THE EROSION CONTROL SYSTEM SHALL REMAIN OPERATIONAL UNTIL PAVING OF ROADWAYS IS COMPLETED AND VEGETATION IS RE-ESTABLISHED. 17.ANY DISTURBED AREAS WHICH ARE NOT TO BE LANDSCAPED OR CONSTRUCTED UPON SHALL BE MULCHED AND RE-SEEDED USING SEED MIXTURES AS SPECIFIED IN THE STORMWATER MANAGEMENT PLAN (SWMP) WATER NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE TOWN OF FRASER WATER UTILITY MINIMUM DESIGN CRITERIA AND CONSTRUCTION STANDARDS DATED JANURARY 2015. SEC. 14-4-220. POTABLE WATER SERVICES. (a) SIZING. SIZING FOR POTABLE WATER SERVICES SHALL BE MADE IN GENERAL CONFORMANCE WITH AWWA MANUAL M22, SIZING WATER SERVICE LINES AND METERS. WHEN REQUESTED BY THE TOWN, THE APPLICANT SHALL, AT ITS EXPENSE, FURNISH DATA, PLANS, CALCULATIONS OR OTHER INFORMATION AS REQUIRED FOR THE EVALUATION OF THE SERVICE SIZE. REFERENCE UTILITY PLAN FOR WATER SERVICE SIZES. (b) SERVICE CONNECTIONS. (1) SERVICE CONNECTIONS SHALL BE INSTALLED PER ATTACHMENT A-34 – WATER SERVICE LINE AND CURB STOP AND ATTACHMENT A-35 – WATER METER ASSEMBLY INSTALLATION. NO CONNECTION BETWEEN THE WATER SYSTEM OF THE TOWN AND THE WATER FACILITIES OF THE OWNER MAY BE MADE EXCEPT IN A PUBLIC STREET ADEQUATE TO ACCOMMODATE THIS CONNECTION OR IN A LOCATION WHICH PROVIDES ADEQUATE ACCESS FOR TOWN PERSONNEL AND WHICH IS SUITABLE FOR BURIED PIPE. (2) WHERE PARALLEL OR APPROXIMATELY PARALLEL TO A STRUCTURAL WALL, THE SERVICE LINE SHALL BE AT LEAST FIVE (5) FEET FROM THE WALL. PENETRATIONS THROUGH STRUCTURES SHALL BE AT RIGHT ANGLES, OR CLOSE THERETO, THROUGH PVC SLEEVES, AND SHALL PROVIDE FLEXIBILITY SUCH THAT THE SERVICE LINE WILL NOT BE DAMAGED BY SETTLEMENT OF THE STRUCTURES. (3) THE WATER SERVICE SHALL BE LAID AT UNIFORM GRADE AND IN STRAIGHT ALIGNMENT. A REFERENCE MARK SHALL BE PLACED ON THE CURB ABOVE THE SERVICE LINE. (4) WATER AND SEWER SERVICE LINES SHALL HAVE TEN (10) FEET MINIMUM HORIZONTAL SEPARATION MEASURED FROM OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE. WHERE THIS SEPARATION IS IMPRACTICAL, THE TOWN MAY PERMIT OTHER SEPARATION REQUIREMENTS IN ACCORDANCE WITH APPLICABLE STANDARDS. IF A WATER SERVICE LINE CROSSES A SEWER MAIN OR SEWER SERVICE, THE WATER LINE SHALL BE PROTECTED PER ATTACHMENT A-23 – PIPE CROSSING DETAIL. (5) THE MINIMUM COVER SHALL BE NINE (9) FEET FROM THE TOP OF THE WATER SERVICE LINE TO THE FINISHED GRADE. A MINIMUM OF SEVEN (7) FEET OF COVER WILL BE ALLOWED IF AT LEAST TWO (2) INCHES OF APPROVED PIPELINE INSULATION IS PROVIDED PER VERTICAL FOOT OF COVER LESS THAN NINE (9) FEET. THE INSULATION INSTALLATION SHALL BE IN ACCORDANCE WITH ATTACHMENT A-18 – WATER MAIN AND SERVICE LINE BEDDING AND BACKFILL DETAIL AND THE REQUIREMENTS OF SUBSECTION 14-3-260(B). (6) WARNING TAPE SHALL BE INSTALLED IN THE TRENCH CONTINUOUSLY ABOVE THE WATER LINE, A DISTANCE OF THIRTY (30) INCHES ABOVE THE PIPE. THE WARNING TAPE SHALL BE THREE (3) INCHES WIDE, BLUE IN COLOR WITH THE LEGEND "CAUTION BURIED WATER LINE BELOW" IN BLACK AND EXTEND CONTINUOUSLY IN THE TRENCH. IF ANY EXISTING WARNING TAPE IS DAMAGED IN CONSTRUCTION ACTIVITIES, A SPLICE SHALL BE MADE USING ADDITIONAL WARNING TAPE TIED TO EACH END TO PROVIDE A CONTINUOUS WARNING TAPE ALONG THE WATER LINE. WARNING TAPE SHALL BE INSTALLED ON WATER SERVICE LINES FROM THE TAP AT THE MAIN TO THE EDGE OF THE RIGHT-OF-WAY, EASEMENT AND/OR SHUT-OFF/CURB STOP. (c) CROSS-CONNECTIONS (BACKFLOW). (1) CROSS-CONNECTIONS OF ANY TYPE THAT PERMIT A BACKFLOW CONDITION FROM ANY SOURCE OTHER THAN THE TOWN'S POTABLE WATER MAINS SHALL HAVE A TESTABLE BACKFLOW PREVENTION DEVICE IN PLACE OF THE TYPE COMMENSURATE WITH THE DEGREE OF HEALTH HAZARD POSED. EACH CROSS-CONNECTION MAY REQUIRE A DIFFERENT TYPE OF BACKFLOW PREVENTION DEVICE BASED ON THE DEGREE OF HAZARD POSED AS DETERMINED AND APPROVED BY THE TOWN. (2) EACH USER OF THE TOWN WATER SYSTEM SHALL INSTALL AND MAINTAIN TESTABLE BACKFLOW PREVENTION DEVICES ON POTENTIALLY HAZARDOUS SERVICE CONNECTIONS, AS REQUIRED BY ARTICLE 12 OF THE COLORADO PRIMARY DRINKING WATER REGULATIONS, (5 CCR 1003-1). ALL SERVICE CONNECTIONS WITHIN THE WATER SYSTEM MUST COMPLY WITH ARTICLE 12, COLORADO CROSS-CONNECTION CONTROL MANUAL AND THE INTERNATIONAL PLUMBING CODE, AS ADOPTED BY THE TOWN. (3) ANY HAZARDOUS CROSS-CONNECTION DISCOVERED SHALL BE CORRECTED IMMEDIATELY UPON NOTICE OR THE WATER SERVICE WILL BE SHUT OFF. (4) ALL NEW WATER SERVICE INSTALLATIONS WILL BE INSPECTED FOR COMPLIANCE WITH THESE BACKFLOW PREVENTION REQUIREMENTS. SEE CHAPTER 13 OF THIS CODE. (d) PRESSURE REGULATION. ALL SERVICES SHALL BE EQUIPPED WITH A PRESSURE REDUCING VALVE (PRV). THE PRV SHALL BE INSTALLED UPSTREAM OF THE WATER METER AND BE SET FOR A DOWNSTREAM PRESSURE NOT EXCEEDING SEVENTY (70) PSIG. (e) WATER SERVICE LINE MATERIALS. THAW CABLES MAY BE APPROPRIATE AND RECOMMENDED FOR ALL WATER SERVICES TO FACILITATE IN THAWING OF A FROZEN WATER SERVICE LINE. CONTACT YOUR LICENSED PLUMBER FOR SPECIFIC DETAILS. (1) WATER SERVICE PIPELINE. THE WATER SERVICE PIPELINE SHALL BE TYPE K, SOFT COPPER CONFORMING TO ASTM B88, UNLESS OTHERWISE SPECIFICALLY APPROVED BY THE TOWN. FITTINGS SHALL BE BRASS OR COPPER ALLOY. CONNECTIONS SHALL BE BY COMPRESSION TYPE FITTINGS. FLARED FITTINGS ARE PROHIBITED AND SHALL NOT BE ALLOWED. SOLDERED JOINTS SHALL NOT BE PERMITTED UNDERGROUND. SPLICE JOINTS ARE DISCOURAGED IN ALL WATER SERVICE LINE INSTALLATIONS. (2) THE TOWN MAY ALLOW THE USE OF POLYETHYLENE PIPE MEETING THE REQUIREMENTS FOR WATER SERVICE LINES AS PROVIDED BY THE INTERNATIONAL PLUMBING CODE AS ADOPTED BY THE TOWN. ALL USERS OF POLYETHYLENE PIPE FOR WATER SERVICES ARE ADVISED THAT THIS MATERIAL IS NOT CONDUCIVE TO LINE THAWING PROCEDURES IN THE EVENT THAT THE SERVICE LINE FREEZES. (3) CORPORATION STOPS. CORPORATION STOPS SHALL BE USED FOR THE CONNECTION OF SERVICES, TWO (2) INCHES AND SMALLER, TO THE WATER MAIN. CORPORATION STOPS SHALL BE BRASS AND CONFORM TO AWWA C800. THE INLET SHALL BE STANDARD AWWA CORPORATION STOP INLET THREAD, AND THE OUTLET SHALL BE FOR COMPRESSION TYPE "K" COPPER SERVICE PIPE. CORPORATION STOPS SHALL BE MUELLER H-15000, FORD F- 600, OR APPROVED EQUAL, PROVIDED WITH AN INSULATING COUPLING FOR POTABLE SERVICE. (4) CURB STOPS. CURB STOPS SHALL BE PLACED PER ATTACHMENT A-34 – WATER SERVICE LINE AND CURB STOP FOR ALL SERVICES TWO (2) INCHES AND SMALLER. CURB STOPS SHALL BE BRASS AND CONFORM TO AWWA C800. CONNECTIONS SHALL BE FOR COMPRESSION TYPE "K" COPPER SERVICE PIPE. CURB STOPS SHALL BE MUELLER H-15204, FORD B-22 OR APPROVED EQUAL. CURB STOP OPERATING NUT SHALL BE EXTENDED AS NECESSARY FOR THE OPERATOR EXTENSION TO BE LOCATED TWENTY-FOUR (24) INCHES TO THIRTY-SIX (36) INCHES FROM THE TOP OF THE STOP BOX. STOP BOXES SHALL HAVE THE BASE SECTION AND LID CONSTRUCTED OF CAST IRON WITH AN ADJUSTABLE STEEL UPPER SECTION. A BRONZE SPRING FRICTION RING ASSEMBLY SHALL PROVIDE A SEAL BETWEEN THE UPPER AND BASE SECTION AND PROVIDE ONE (1) FOOT OF ADJUSTMENT. (5) SERVICE SADDLES. SERVICE SADDLES SHALL BE USED FOR ALL WATER TAPS ON ANY PIPE OTHER THAN DIP (DUCTILE IRON PIPE). FOR DIP, THREE-QUARTER-INCH TAPS MAY BE MADE WITHOUT USING A SERVICE SADDLE ON SIX-INCH PIPE. THREE-QUARTER-INCH AND ONE-INCH-SIZE TAPS MAY BE MADE WITHOUT SERVICE SADDLES ON EIGHT-INCH SIZE OF PIPE OR LARGER. ALL OTHER DIP TAPS SHALL BE MADE WITH A DOUBLE STRAP BRONZE SADDLE, SMITH BLAIR NO. 357, ROCKWELL NO. 323 OR APPROVED EQUAL. R Know what's below. Call before you dig.2 GENERAL NOTES P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 C o v e r . d w g , 0 2 G N , 8 / 3 0 / 2 0 2 3 9 : 3 9 : 2 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K O L D V I C T O R Y R D . CL U B H O U S E SKI S T O R A G E BUI L D I N G A TY P E I I GA R A G E B GA R A G E D GA R A G E C MOUNTAIN WI L L O W D R AM E R I C A N W I L L O W D R I V E GA R A G E A GA R A G E E BUI L D I N G B TY P E I I BU I L D I N G F TY P E I I BU I L D I N G G TY P E I BU I L D I N G D TY P E I BUI L D I N G E TY P E I BU I L D I N G C TY P E I BUI L D I N G J TY P E I BU I L D I N G H TY P E I I BUI L D I N G I TY P E I I BUI L D I N G K TY P E I I BUI L D I N G L TY P E I I GA R A G E G GA R A G E I GA R A G E H GA R A G E F > > PL A Y G R O U N D > > > > > > > > > > > > > > O L D V I C T O R Y R D . MOUNTAIN WILLOW DR NA R R O W L E A F C T . BLUE S T E M C T . DIS T U R B A N C E LI M I T S TY P I C A L T R A C T A T R A C T A TR A C T A TR A C T B TR A C T C TR A C T D TR A C T E TR A C T E FE A T U R E / DE T E N T I O N PO N D 2 DE T E N T I O N P O N D 1 3-18" STORM INV = 8677.12 INV = 8676.13 INV = 8677.11 3-18" STORM INV = 8676.57 INV = 8676.05 INV = 8676.56 > > > > > > > > 6" P V C @ 2% m i n . 6" P V C @ 2% m i n . ST08 EX. AGRI-DRAIN EX. 8" DRAININV=8670.0 EX. 8" DRAIN INV=8666.82 S T S T S T TE M P O R A R Y SE D I M E N T A T I O N BA S I N > HDA-3 31.1-ac DA - B 0. 6 0 - a c DA - C 0. 1 1 - a c DA - D 1.3 6 - a c DA - E 2 0.8 4 - a c DA - F 1 1.2 0 - a c DA - M 2. 6 5 - a c DA - G 0.8 4 - a c DA - H 0. 1 1 - a c DA - K 1.2 0 - a c DA - L 1.9 7 - a c DA - J 2 0. 9 8 - a c HD A - 0 3 31 . 1 - a c HD A - 0 3 B 9. 3 2 - a c DA - W 0 1 2.6 7 - a c DA - W 0 2 0.9 3 - a c DA - W 0 3 0.9 5 - a c DA - W 0 4 1.2 4 - a c DA - W 0 5 0. 3 5 - a c DA - W 0 6 0. 3 9 - a c DA - W 0 7 0.4 6 - a c DA - W 0 8 0. 3 7 - a c DA - W 0 9 B 0.4 8 - a c DA - W 1 4 1. 9 4 - a c DA - W 1 3 1.0 2 - a c DA - W 1 1 0.4 2 - a c DA - W 1 2 0.4 6 - a c DA - W 1 5 1. 4 9 - a c DA - W 1 7 1. 5 0 - a c DA - W 1 8 0. 8 3 - a c DA - W 2 0 0. 8 4 - a c DA - W 1 9 1.0 2 - a c DA - W 2 1 0. 9 5 - a c DA - W 2 2 1. 4 6 - a c DA - W 1 0 0. 8 9 - a c DA - F 2 0.2 5 - a c DA - E 1 0.7 7 - a c DA - W 0 9 A 0. 6 3 - a c > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 1 DP B PO A A PO A 1 A DP 3 DP 4 DP 5 DP O S DP 2 DP 7 DP 6 DP 8 DP 9 DP 1 B DP > > > > > > > > > DA - J 1 0. 8 3 - a c 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 200'400' SCALE 1:200 3 DRAINAGE MAP OVERALL TYPE X FLOODPLAIN 100-YR FLOODPLAIN NO-NAME DRAINAGE BYPASES SITE P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C A L C U L A T I O N S ( S p r e a d s h e e t s & D e s i g n R e p o r t s ) \ D R A I N A G E \ 1 9 0 0 8 D r a i n a g e F I N A L . d w g , D R 1 , 8 / 3 0 / 2 0 2 3 9 : 3 9 : 4 5 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K ST ST > >>>> > > > > > > > > > > > > > > > >>> > > > > > > > > >> > DISTURBANCE LIMITS TYPICAL 3-18" S T O R M INV = 8 6 7 7 . 1 2 INV = 8 6 7 6 . 1 3 INV = 8 6 7 7 . 1 1 3-18" S T O R M INV = 8 6 7 6 . 5 7 INV = 8 6 7 6 . 0 5 INV = 8 6 7 6 . 5 6 > > > > > > > > >> > > > >>> > > > > > > > > > > > > 6" PVC @ 2% min. 6" PVC @ 2% min. > > > > >> > > ST 0 8 ST 0 8 EX. A G R I - D R A I N EX. 8 " D R A I N INV= 8 6 7 0 . 0 EX. 8 " D R A I N INV= 8 6 6 6 . 8 2 ST ST ST ST ST ST > > > 8725 8710 869 5 870 0 8700 8695 869 0 8685 8675 867 5 8660 86 9 5 8 7 0 0 8720 8735 8745 8710 8695 8705 868 5 86 8 0 86 7 0 866 5 8660 865 5 86 5 0 867 0 86 7 5 8675 870 0 86 6 5 8675 8680 8690 8695 8700 8685 8690 8680 8675 868 0 8685 86 9 0 86 9 0 8 6 8 5 86 8 5 8690 8 6 9 0 8 6 8 0 8680 8685 8 6 9 0 8685 86 9 5 869586 9 5 870 0 8700 86 9 0 FEATURE POND 2 (DETENTION + WQ) POND 1 (DETENTION + WQ) FEATURE POND (NO STORMWATER) EX. 18" RAILROAD CULVERT EX. 3-18" STORM RELOCATED INLET & 24" STORM FROM OVR OVERTOPS MWD & TRAVELS DOWN CULDESAC BUILDING J 18" RCP EAST SIDE DRAINS HERE PROP. 3-24" COZEN'S DITCH STORM RELOCATED COZEN'S DITCH EX. 18" RAILROAD CULVERT BYPASSES SITE RAILROAD D O W N G R A D E T O W E S T RAILROAD DOWNGRADE TO WEST RAI L R O A D D O W N G R A D E T O W E S T NO-NAME DRAINAGE BYPASSES SITE THRU EX. 6-24" RCP DA-B 0.60-ac DA-C 0.11-ac DA-D 1.36-ac DA-E2 0.84-ac DA-F1 1.20-ac DA-M 2.65-acDA-G 0.84-ac DA-H 0.11-ac DA-K 1.20-ac DA-L 1.97-ac DA-J2 0.98-ac HDA-03 31.1-ac HDA-03B 9.32-ac DA-W01 2.67-acDA-W02 0.93-ac DA-W03 0.95-ac DA-W04 1.24-ac DA-W05 0.35-ac DA-W06 0.39-ac DA-W07 0.46-ac DA-W08 0.37-ac DA-W09B 0.48-ac DA-W14 1.94-ac DA-W13 1.02-ac DA-W11 0.42-ac DA-W12 0.46-ac DA-W15 1.49-ac DA-W17 1.50-ac DA-W18 0.83-ac DA-W20 0.84-ac DA-W19 1.02-ac DA-W21 0.95-ac DA-W22 1.46-ac DA-W10 0.89-ac DA-F2 0.25-ac DA-E1 0.77-ac DA-W09A 0.63-ac > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > 1 DP B POA A POA 1A DP 3 DP 4 DP 5 DP OS DP 2 DP 7 DP 6 DP 8 DP 9 DP 1B DP > > > > > > > > > > > > > > > > > > 18" STORMPROP. DITCH DIVERSION WETLAND CELLS FEATURE POND COZEN'S DITCH 2-24" STORM 24" STORM 18" STORM 18" STORM POND 2 OUTLET 24" STORM EX. 3-24" RCP 8660 8664 8710 870 5 867 0 8675 8680 8685 8690 8695 8700 8685 8690 8695 8700 8705 8710 8715 8720 8725 8730 8735 8 6 8 0 8 6 8 5 8 6 9 0 8695 8675 868 0 8685 8675 8680 8685 8690 868 5 8690 8695 8680 8 6 8 5 8690 86 9 0 869 5 8700 8685 86 8 5 8680 868086 8 0 8 6 8 5 8685 8690 869 5 87 0 0 8705 8710 8665 8665 8665 8665POND 1 OUTLET 8" STORM EXISTING FEATURE POND 8" DRAIN TO REMAIN DA-J1 0.83-ac TEMPORARY SEDIMENTATION BASIN 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 100'200' SCALE 1:100 4 DRAINAGE MAPNOTE: WE ASSUMED IMPERVIOUS COVER FOR BUILDINGS 12% LARGER THAN WHAT IS SHOWN ON THIS MAP AND THE APPROVED PLANS, TO ALLOW FOR BUILDING DESIGN VARIATIONS THROUGH CONSTRUCTION. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C A L C U L A T I O N S ( S p r e a d s h e e t s & D e s i g n R e p o r t s ) \ D R A I N A G E \ 1 9 0 0 8 D r a i n a g e F I N A L . d w g , D R 2 , 8 / 3 0 / 2 0 2 3 9 : 4 0 : 0 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K X W X W X W X W X W X W X W XS XS XS XS XS x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s xs s xs s xss xss xss x s s xs s xs s xs s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s xws xws xws xws xws xw s xws xws x w s xws xws x w s xws xws x w s E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G xss xss xss xss xss xss X S X S X S X S X S X S X S X S xss xss xss xss xss xss xss xss xss xss xss xss xss xw s xw s xw s xws xw s xw s xw s xs s x s s XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXS x s s WW W W W x s s 3+ 0 0 4+00 10+ 0 0 11+ 0 0 PT : 3 + 7 1 . 2 0 PC : 4 + 5 8 . 8 7 P C : 8 + 7 7 . 9 3 P T : 1 0 + 2 0 . 6 9 P C : 1 0 + 7 5 . 6 3 86 7 5 86 7 4 8670 8670 8670 8670 8 6 7 0 867 5 8 6 7 5 8675 1 + 0 0 BP: 1+ 0 0 . 0 0 DRIVE 4 STA:110.00 75.0 6 2 + 0 0 2 + 1 5 EP: 2+ 1 4 . 9 1 76.7 2 76.1 2 XS XS XS XS XS XS XS XS EX-SSMH-WM 1-21.5A.1 STA: 11+35.85 OFF: 0.85 R RIM: 8673.41 INV IN: 8665.79 (W) INV OUT: 8665.59 (E) CUT: 7.8 EX-SSMH-WM 1-21.5A.2 STA: 9+80.93 OFF: 3.35 R RIM: 8675.09 INV IN: 8666.78 (S) INV OUT: 8666.58 (E) CUT: 8.5 8" EX . S S W R 86758674 8676 867 5MOUN T A I N W I L L O W D R 1.00% 1 . 0 0 % 1 . 4 4 % 29.97' ~ 8" PVC @ 1.00% 6 6 . 7 7 6 8 . 0 0 6 8 . 0 0 6 6 . 7 7 DETENTION POND 1 75.6 0 F L 76.6 4 76.4 5 6" PVC @ 2% min. 75.8 7 77.1 8 77.0 8 76.9 8 8665 8667 8668 866586678666 8670 86 6 6 8664 8663 8665 8666 8667 8668 8 6 6 4 8665 8666 8668 8669 6.15% 6.15% 10' CONCRETE OVERFLOW SPILLWAY EL=8667.00 MIICROPOOL EL=8663.80 10' P O N D B E R M = 86 8 6 . 0 0 10' POND B E R M = 8686.00 10' P O N D B E R M = 86 6 8 . 0 0 1100 SF TYPE L RIPRAP (18" DEEP) 106 SF TYPE L RIPRAP (18" DEEP) RECONSTRUCT BROKEN CONC. RUNDOWN. CALL TKE FOR ON-SITE MEETING PRIOR INV: 8664.50 POND 1 OUTLET - TYPE C INLET STA:10+96.24 OFF:-295.30L RIM:8666.77 INV OUT:8664.80 8" 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 25'50' SCALE 1:25 5 POND 1 OVERALL R Know what's below. Call before you dig. POND 1 OVERALL PLAN P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P O N D 1 A , 8 / 3 0 / 2 0 2 3 9 : 4 0 : 3 7 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K Exssxssxssxssxss xss xss xss xss xss xss xss 29.97' ~ 8" PVC @ 1.00% 6 6 . 7 7 6 8 . 0 0 6 8 . 0 0 6 6 . 7 7 8665 8667 86658667 8666 866 6 8664 8665 6.15% 6.15% 10' CONCRETE OVERFLOW SPILLWAY EL=8667.00 MIICROPOOL EL=8663.80 10' P O N D B E R M = 86 6 8 . 0 0 1100 SF TYPE L RIPRAP (18" DEEP) 106 SF TYPE L RIPRAP (18" DEEP) RECONSTRUCT BROKEN CONC. RUNDOWN. CALL TKE FOR ON-SITE MEETING PRIOR INV: 8664.50 POND 1 OUTLET - TYPE C INLET STA:10+96.24 OFF:-295.30L RIM:8666.77 INV OUT:8664.80 8" NOTES: 1.KEEP ALL POND GRADING AS DESIGNED, WITH THE EXCEPTION OF THE EMERGENCY OVERFLOW SPILLWAY AS DETAILED BELOW. 2.LOCATE MICROPOOL AND PIPE OUTLET/END CAP NEAR THE DESIGN LOCATION FOR THE OUTLET STRUCTURES. SPILLWAY BOTTOM WIDTH REF. TABLE 4:14:1BERM ELEVATION (REF. TABLE FOR ELEVATION) SPILLWAY ELEVATION (REF. TABLE FOR ELEVATION) 18" DEEP TYPE L RIPRAP AT SPILLWAY AND RUN DOWN SPILLWAY CROSS SECTION - ALONG BERM N.T.S. SPILLWAY CROSS SECTION - THRU BERM N.T.S. EXTEND RUNDOWN 10' PAST BERM T.O.BOX / WQ.W.S.E. = 8666.77' B.O. BOX \ POOL = 8663.80' OUTLET PIPE INV = 8664.80' T.O.BERM = 8668.00' MICROPOOL varies WATER QUALITY POND (SEE PLAN) W.Q. WATER SURFACEOVERFLOW BERM OUTLET STRUCTURE8" PVC DRAIN. SLOPE 2% TO DAYLIGHT. SEE DETAIL BELOW FOR END CAP ON POND SIDE. 1.0' DEEP GRAVEL BOTTOM MICRO POOL. USE 6-12" ANGULAR ROCK TO STABILZE 1:1 SIDE SLOPES INTO MICRO POOLGENERIC SECTION - POND 1 N.T.S. WQ.ORIFICE \ PIPE INV = 8664.80' MODIFIED TYPE C OUTLET STRUCTURE PIPE INV =8672.50 GRATE =8666.77' 0. 5 0 0 " 0.139" 0. 1 3 8 " 0.090" WELL SCREEN TRASH RACK DETAIL N.T.S. POND 1 OUTLET STRUCTURE N.T.S. STAINLESS STEEL SUPPORT BARS (TE 0.074" x 0.5" SUPPORT RODS ON 1" SPACING) JOHNSON #93 VEE WIRE STAINLESS STEEL SCREEN w/ 0.168" GAPS BOX INVERT = 8663.80' 0. 6 3 8 " 12" OPENING FULL HT. WELL SCREEN TRASH RACK WIDTH = OPENING + 4" 14" ORIFICE PLATE CLOSED MESH INLET GRATE MODIFIED TYPE C INLET FRONT FACE N.T.S. SECTION N.T.S. PLAN VIEW N.T.S. 14" ORIFICE PLATE WELL SCREEN TRASH RACK WELL SCREEN TRASH RACK EDGE DETAIL N.T.S. L3x2x316" or SIM (3)-1/2"x5" THREADED ROAD DRILLED & EPOXIED w/ HILTI HY200 w/ 3" EMBED WELL SCREN TRASH RACK WIDTH = OPENING + 4" BOLTED 14" STEEL PLATE 24"x35.6"x14" w/ ONE RECTANGULAR HOLE WQ: 1.6875" x 1.6875" 35 . 6 4 " ORIFICE PLATE N.T.S. 24" 14" ORIFICE PLATE 1.69" 1. 6 9 " 12 " 21 . 9 5 " 38 . 5 3 " 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 10'20' SCALE 1:10 6 POND 1 R Know what's below. Call before you dig. POND 1 PLAN P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P O N D 1 B , 8 / 3 0 / 2 0 2 3 9 : 4 0 : 5 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 86 8 0 > > > > > > > > > > > > > > > > > > > >>>>>> > > > > > > > 77.0 0 78.0 0 78.0 0 > > > > > > >>> ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST08 ST08 EX. A G R I - D R A I N EX. 8 " D R A I N INV= 8 6 7 0 . 0 867 5 8 6 7 0 8 6 7 7 8 6 7 8 8 6 7 8 8 6 7 7 867 3 867 2 867 1 8 6 6 9 8675 8670 86 7 0 86 7 5 86 7 8 86 7 8 86 7 7 86 7 4 86 7 3 86 7 2 86 7 1 86 7 6 8678 8677 8 6 7 8 8676 8675 86 7 4 8 6 7 0 4.3 : 1 3.9 : 1 3 . 8 : 1 3.9 : 1 25% 24% 10' RIPRAP OVERFLOW SPILLWAY EL=8677.0 4' P O N D B E R M = 8 6 7 8 . 0 0 4' P O N D B E R M = 8 6 7 8 . 0 0 4' P O N D B E R M = 8 6 7 8 . 0 0 280 SF TYPE L RIPRAP (18" DEEP) NORMAL FEATURE POND PERMANENT WATER SURFACE ELEVATION=8673.50 AREA = 8603 SF, VOL = 0.59 AC-FT COZEN'S DITCH DIVERSION STRUCTURE REF. DETAIL 640 SF TYPE L RIPRAP (18" DEEP) 8677 867 8 867 9 8678 8677 8676 8675 8674 8678 8677 8680 POND 2 OUTLET - TYPE C INLET STA:19+69.72 OFF:-321.76L RIM:8677.00 INV OUT:8672.50 18" RCP INV: 8672.00 125.05' ~ 18" RCP @ 3.60% ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 EX. 8 " D R A I N INV= 8 6 6 6 . 8 2 106 SF TYPE L RIPRAP (18" DEEP) 8675 8674 8673 8672 8671 8670 8669 18" FES -P4 STA: 20+50.39 OFF: 417.30 L INV: 8668.00 SPILLWAY BOTTOM WIDTH REF. TABLE 4:14:1BERM ELEVATION (REF. TABLE FOR ELEVATION) SPILLWAY ELEVATION (REF. TABLE FOR ELEVATION) 18" DEEP TYPE L RIPRAP AT SPILLWAY AND RUN DOWN SPILLWAY CROSS SECTION - ALONG BERM N.T.S. TYPICAL SPILLWAY CROSS SECTION N.T.S. EXTEND RUNDOWN 10' PAST BERM MODIFIED TYPE C OUTLET STRUCTURE PIPE INV =8672.50 WQ ORIFICE FL = 8673.50' 100-YR ORIFICE FL = 8674.73' GRATE = 8677.00' PIPE INVERT = 8672.50' 0. 5 0 0 " 0.139" 0. 1 3 8 " 0.090" WELL SCREEN TRASH RACK DETAIL N.T.S. POND 2 OUTLET STRUCTURE N.T.S. STAINLESS STEEL SUPPORT BARS (TE 0.074" x 0.5" SUPPORT RODS ON 1" SPACING) JOHNSON #93 VEE WIRE STAINLESS STEEL SCREEN w/ 0.168" GAPS BOX INVERT = 8671.50' 0. 6 3 8 " 12" OPENING FULL HT. WELL SCREEN TRASH RACK WIDTH = OPENING + 4" 14" ORIFICE PLATE CLOSED MESH INLET GRATE MODIFIED TYPE C INLET FRONT FACE N.T.S. SECTION N.T.S. PLAN VIEW N.T.S. 14" ORIFICE PLATE WELL SCREEN TRASH RACK WELL SCREEN TRASH RACK EDGE DETAIL N.T.S. L3x2x316" or SIM (3)-1/2"x5" THREADED ROAD DRILLED & EPOXIED w/ HILTI HY200 w/ 3" EMBED WELL SCREN TRASH RACK WIDTH = OPENING + 4" BOLTED 14" STEEL PLATE 24"x66x14" w/ TWO RECTANGULAR HOLES 100-YR: 17.875" x 17.875" WQ: 1.6875" x 1.6875" 66 " 17 . 8 8 " ORIFICE PLATE N.T.S.24" 17.88" 14" ORIFICE PLATE 1.69" 1. 6 9 " 24 " 13 . 0 7 " 68 . 8 9 " 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 10'20' SCALE 1:10 7 POND 2 R Know what's below. Call before you dig. FEATURE/DETENTION POND 2 PLAN P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P O N D 2 , 8 / 3 0 / 2 0 2 3 9 : 4 1 : 1 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K NOT TO SCALE 10 0 - Y R F L O W DE P T H = 0 . 9 6 ' @ 1 . 0 % DE P T H = 1 . 1 5 ' @ 0 . 5 % 4' 2. 1 5 ' 14.38' 1. 0 4 ' FR E E B O A R D 5 CFS DECREED FLOW + 9.2 CFS DEVELOPED FLOW CAPACITY = 14.2 CFS COZEN'S DITCH NOT TO SCALE 2' 3:12.5:1 2.5:1 3:1 NOTE: THIS DITCH SECTION WORKS FOR ALL CHANNEL LONGITUDINAL GRADES. POND SECTION PROFILE HORIZ. SCALE = 5' VERT. SCALE = 5' 8670 8680 8690 8670 8680 8690 -0+10 0+00 0+00.00 0+10 0+20 0+30 0+36 0+00 0+00.00 0+10 0+20 0+30 0+36 DOWNSTREAM DITCH: NORMAL FLOW: 5.0 CFS (0.55' DEPTH) 100-YR FLOW: 6.8 CFS (0.74' DEPTH) OVERFLOW WEIR = 8677.45'DITCH WEIR EL = 8676.57' W.S. ELEV = 8677.45' NORMAL DITCH FLOW (5 CFS) T.O.WALL = 8678.83' W.S. ELEV = 8677.64' 6.8 CFS DITCH FLOW 8.3 POND OVERFLOW DIVERSION FRONT VIEW N.T.S. UPSTREAM DIVERSION: 8.3 CFS TO POND OVERFLOW 6.8 CFS FLOW TO DITCH 1.26' DEPTH 4" PIPE w/ VALVE TO FILL POND PERIODICALLY. COORD. w/ GRAND PARK PRIOR TO CONSTRUCTION 12"x16" CUT OFF WALL IN POND OVERFLOW WEIR TO POND B.O.FTG = 8675.40' 1.83' 1.00' 1. 3 8 ' 7+00 8+00 9+00 8 6 7 5 8 6 7 5 8 6 7 5 86 8 0 8675 8675 82.20 4.00% 2.02% 7.9 4 % 72.37 FL 75.4 ME W MW M WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM 79.89 81.41 81.93 3 + 5 0 3 + 6 4 EP: 3+6 4 . 1 1 83.44 80.88 82.44 W M W M 75.00 75.00 75.99 > > > > > > > > > > > > > > >> > > > > > > > > >>>>>>>>>>>>> > > > > > > > > > > > 75.00 75.00 75.00 75.00 74.00 FL 72.81 FL 73.30 FL 73.97 FL 74.40 FL > > > 86 7 6 86 7 7 86 7 8 86 7 9 8675 8675 8675 8680 8673 8673 8674 8674 8674 8676 8677 8678 8679 8675 8675 8675 8675 8675 >>>>> > > > > > > > > > > > > > > > > > > > > 8675 8670 8670 8673 8672 8671 4 . 3 : 1 3. 8 : 1 3.9:1 NO R M A L F E A T U R E P O N D PE R M A N E N T W A T E R S U R F A C E EL E V A T I O N = 8 6 7 3 . 5 0 AR E A = 8 6 0 3 S F , V O L = 0 . 5 9 A C - F T CO Z E N ' S D I T C H D I V E R S I O N S T R U C T U R E R E F . D E T A I L 64 0 S F T Y P E L R I P R A P (1 8 " D E E P ) 8678 86 7 8 8677 INV: 8672.00 DIVERSION SIDE VIEW N.T.S. DOWNSTREAM DITCH: NORMAL FLOW: 5.0 CFS (0.55' DEPTH) 100-YR FLOW: 6.8 CFS (0.74' DEPTH) UPSTREAM DIVERSION: 8.3 CFS TO POND OVERFLOW 6.8 CFS FLOW TO DITCH 0.19' DEPTH 12" WIDE x 1.38' TALL CUT OFF WALL IN POND 30'1' .5 ' 1. 8 8 ' 1. 3 8 ' DITCH WEIR EL = 8676.57' B.O.FTG = 8675.40' POND OVERFLOW WEIR = 8677.45' 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 8 POND DETAILS R Know what's below. Call before you dig. TEMPORARY SEDIMENATION BASIN TEMPORARY SEDIMENATION BASIN AREA = 1000 SF VOLUME = 1200 CF DEPTH = 1.4" SIDE SLOPE = 3:1 BERM WIDTH 2' NO OUTLET 10' SCALE 1:10 0 END OF ROADWAY CURB RUNDOWN 110 SF TYPE VL RIPRAP (12" DEEP) END OF ROADWAY CURB RUNDOWN 120 SF TYPE VL RIPRAP (12" DEEP) FUTURE ROADWAY EXTENSION END OF ROADWAY IMPROVEMENTS DIVERSION DITCH TO ROUTE REMAINING UNTREATED PROJECT FLOW TO TEMPORARY SEDIMENTATION BASIN DIVERSION DITCH TO ROUTE REMAINING UNTREATED PROJECT FLOW TO TEMPORARY SEDIMENTATION BASIN 2' WIDE BERM ELEVATION = 8675.0 DIVERSION STRUCTURE 10' SCALE 1:10 0 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P O N D D E T , 8 / 3 0 / 2 0 2 3 9 : 4 1 : 3 9 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K X W X W X W X W X W XS XS XS XS XS XS XS X S X S ST xws xw s xws xws xws x w s x w s xw s xw s xws xws x s s x s s x s s x s s x s s x s s x s s x s s xs s xss xws xs s xss xss xs s x s s x s s x s s x s s xss xss xs s x s s x s s x s s x s s xws xws STST E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G E E E E E E G G G G G G G G G G xss xss X S X S X S xss xss xss xss xss xw s xw s X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XS XS XS XS xss xss W W xws W W W W XW XW xss xss xss xssxss xs s XW XW xw s xws xss xss xss xss xssxssxssxss > > > > > > > > > > > > > >> > XS XS XS XS XS XS X S X S X S X S XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XW XW XW XW X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW ST 0 8 ST 0 8 ST 0 8 ST ST ST ST ST ST ST ST ST 76.10 EX 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 60'120' SCALE 1:60 9 EXISTING CONDITIONS & DEMOLITION PLAN R Know what's below. Call before you dig. DEMO ALL PAVING, CURB AND GUTTER IN CLOUDED AREA DEMO CURB AND SAWCUT 12" INTO EXISTING ASPHALT FOR CLEAN TRANSTIION EXISTING FIRE HYDRANT WILL BE MOVED. CAP AT HYDRANT TEE & ADD KICK BLOCK CULVERT WILL BE MOVED AND RECONSTUCTED TO THE WEST EXISTING FIRE HYDRANT WILL BE MOVED DEMO IMPROVED DITCH TREES TO BE REMOVED TYPICAL EXISTING DITCH TO BE REPLACES BY PIPES CAP EXISTING TEE AND REMOVE LINE AND HYDRANT SOUTH OF LEAVE 12" GV NORTH. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , D E M O , 8 / 3 0 / 2 0 2 3 9 : 4 2 : 1 1 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K OLD VICTORY RD. BUILDING G TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F PLAYGROUND >> > > > > OLD VICT O R Y R D . ACCESSIBLE ROUTE TYPICAL MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . EXISTING WILLOWS DEVELOPMENT EXISTING WILLOWS DEVELOPMENT GARAGE SLAB FFE WILL STEP WITH ROAD TYPICAL ALL GARAGES ALL TYPE I BUILDING STEP 1.5' IN THE MIDDLE BUILDING FRONT DRAINAGE WILL SURFACE DRAIN THROUGH CURB CHASES (TYPICAL) TRASH ACCESSIBLE PARKING/RAMP TYPICAL EX. COZEN'S DITCH UNFINISHED FEATURE POND FEATURE /DETENTION POND TO BE COMPLETED SIDE WALKS 24' 26 ' TRACT D TRACT E DRAINAGE EASEMENT FEATURE/ DETENTION POND 2 DETENTION PROP. RIGHT-OF-WAY LINE S I T E P L A N L E G E N D (1"=40') ACCESS & UTILITY ESMT EX. ROAD CENTERLINE PROP. ROAD CENTERLINE PROP. RETAINING WALL EX. 1.5' RIBBON CURB BOUNDARY PROP. 6" VERT CATCH CURB PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. 2'-8" VALLEY PAN PROP. 6" VERT SPILL CURB 11.67' ASPHALT 13' LANE 26' DRIVE AISLE NOT TO SCALE CL 2% 26' ROADWAY NOTES: 1.MANY DIFFERENT COMBINATIONS OF ROAD CROSS-SLOPE, CROWN, EDGE TREATMENT, PARKING, AND WALK PRESENCE EXIST. PLEASE REFER TO THE PLANS AND CALL TKE WITH ANY QUESTIONS. 2.PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS PER THE GEOTECH. 5" ASPHALT OVER 8" CLASS 6 BEDDING 2% 2.67' MC 11.67' ASPHALT 13' LANE 2.67' MC 5' WALK 11.67' ASPHALT 13' LANE 26' DRIVE/PARKING AISLE NOT TO SCALE CL 2% 26' ROADWAY 2% 11.67' ASPHALT 13' LANE 2.67' MC 2.67' MC 20' PARKING 5% 4' 1-2% 10.67' ASPHALT 12' LANE 24' DRIVE AISLE NOT TO SCALE CL 2% 24' ROADWAY 2.67' MC 10.67' ASPHALT 12' LANE 5' WALK 2% 2.67' MC 10.67' ASPHALT 12' LANE 24' DRIVE AISLE NOT TO SCALE CL 2% 24' ROADWAY 2.67' MC 5' WALK 2% 2.67' MC 31.5' ASPHALT 13' LANE 26' DRIVE/PARKING AISLE NOT TO SCALE CL 2% 26' ROADWAY 2% 11.67' ASPHALT 13' LANE 2.67' MC 20' PARKING 5% 4' 2% 2' VC 5' WALK 5% 4' 5% 4' 13' LANE 26' DRIVE/PARKING AISLE NOT TO SCALE CL 2% 26' ROADWAY 2% 31.5' ASPHALT 13' LANE 2% 20' PARKING 2' VC 5' WALK 2' VC 5' WALK 2.67' MC 5% 4' 10 0 - Y R F L O W DE P T H = 0 . 9 6 ' @ 1 . 0 % DE P T H = 1 . 1 5 ' @ 0 . 5 % 4' 2. 1 5 ' 14.38' 1. 0 4 ' FR E E B O A R D 5 CFS DECREED FLOW + 9.2 CFS DEVELOPED FLOW CAPACITY = 14.2 CFS COZEN'S DITCH NOT TO SCALE 2' 3:12.5:1 2.5:1 3:1 NOTE: THIS DITCH SECTION WORKS FOR ALL CHANNEL LONGITUDINAL GRADES. 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 40'80' SCALE 1:40 10 SITE PLAN - PHASE 2 R Know what's below. Call before you dig. PH A S E 1 SITE PLAN NOTES: 1.ALL ON-SITE WALKS ARE EITHER 5' OR 6' WIDE. 20' 1 0 ' 26' DRIV E 20' 26 ' DR I V E 20 ' 10' 26' 20' 800' 26 ' DR I V E 20 '10' 20' 44.35' 24 ' DR I V E 20 ' 24.57' R25' 24.7 1 ' DRIV E 20'26' DRIVE 20' 26 ' DR I V E 26' DRIVE 3 6 ' E X . R O W R 2 5 ' R25' R2 5 ' R25' R 2 5 ' R25 ' R 2 5 ' R 2 5 ' R 2 5 'R26 ' R25'R2 5 ' T R A S H P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , S P 1 , 8 / 3 0 / 2 0 2 3 9 : 4 2 : 2 2 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING H TYPE II PLAYGROUND > > >> > > > > >> > > > >> > > > > > > > > >> > > > > > >> > > > > >> > > > > EXISTING WILLOWS DEVELOPMENT EXISTING WILLOWS DEVELOPMENT ACCESSIBLE ROUTE TYPICAL TRASH TRASH TRASH BUILDING FRONT DRAINAGE WILL SURFACE DRAIN THROUGH CURB CHASES OR PIPES (TYPICAL) ACCESSIBLE PARKING/RAMP TYPICAL ACCESSIBLE PARKING/RAMP TYPICAL ALL TYPE I BUILDING STEP 1.5' IN THE MIDDLE ALL TYPE I BUILDING STEP 1.5' IN THE MIDDLE RELOCATED COZEN'S DITCH EX. COZEN'S DITCH EX. COZEN'S DITCH FEATURE /DETENTION POND TO BE COMPLETED FUTURE DEVELOPMENT 20' 26' SIDE WALKS TYPICAL 24 ' 20 . 1 7 ' 20 ' 30 . 2 1 ' 20 ' 24' 26 ' TRACT A TRACT A TRACT A TRACT B TRACT C DRAINAGE EASEMENT FEATURE/ DETENTION POND 2 76.10 EX ±1000 SF TEMPORARY SEDIMENATION BASIN PROP. RIGHT-OF-WAY LINE S I T E P L A N L E G E N D (1"=40') ACCESS & UTILITY ESMT EX. ROAD CENTERLINE PROP. ROAD CENTERLINE PROP. RETAINING WALL EX. 1.5' RIBBON CURB BOUNDARY PROP. 6" VERT CATCH CURB PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. 2'-8" VALLEY PAN PROP. 6" VERT SPILL CURB 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 40'80' SCALE 1:40 11 SITE PLAN - PHASE 1 R Know what's below. Call before you dig. PH A S E 2 SITE PLAN NOTES: 1.ALL ON-SITE WALKS ARE EITHER 5' OR 6' WIDE. 3 6 ' E X . R O W 3 6 ' E X . R O W 24 ' 24 ' 26.87' 26' 20' 1 0 ' 26' 20. 3 ' 20' R38 ' R51' R2 6 ' R 2 6 ' R26' 2 6 ' 2 0 ' 26' 20' 5' 8' 5 ' TRASH TR A S H SITE SIGNAGE T.B.D. 60' ROW SITE SIGNAGE T.B.D. R 2 5 ' R25 ' R25 ' R2 5 ' R 2 5 ' R 2 5 ' R26 ' R 2 8 . 3 8 ' R2 6 ' R 1 0 ' R26 ' R1 0 ' R10' R 2 6 ' P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , S P 2 , 8 / 3 0 / 2 0 2 3 9 : 4 2 : 4 2 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K OLD VICTORY RD. SKI STORAGE GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE E BUILDING F TYPE II BUILDING G TYPE I BUILDING E TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F 0+ 0 0 1+ 0 0 2+ 0 0 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 PC: 2+70.48 PT: 3+81. 0 4 PC: 4+27. 6 8 PT : 6 + 0 9 . 6 2 9+00 10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16 + 0 0 17+00 18+00 19+00 20+0 0 21+00 22+00 22+32 P T : 1 0 + 2 0 . 6 9 P C : 1 0 + 7 5 . 6 3 P T : 1 1 + 6 5 . 4 1 P C : 1 3 + 7 7 . 3 6 PT : 1 5 + 4 9 . 8 1 PC : 1 6 + 4 2 . 9 3 P T : 1 9 + 2 2 . 6 7 P I : 2 0 + 0 4 . 5 2 P C : 2 0 + 8 6 . 3 7 PT : 2 1 + 6 7 . 6 3 EP : 2 2 + 3 1 . 6 7 1+00 1+20 1+4 0 1+ 6 0 1+ 6 7 1 + 0 0 1 + 2 0 1+4 0 1+601+64 1+00 1+50 2+00 2+50 BP : 1 + 0 0 . 0 0 PI : 1 + 1 3 . 0 9 PI : 2 + 3 1 . 5 7 PI : 2 + 5 5 . 5 7 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 PT : 5 4 + 9 5 . 2 9 PC : 6 4 + 6 4 . 8 5 1 + 0 0 1 + 5 0 2+ 0 0 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6 + 0 0 6 + 5 0 7 + 0 0 7+50 8+00 8+50 9+00 9+ 5 0 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 12+00 12+50 1 3 + 0 0 1 3 + 5 0 14 + 0 0 14 + 5 0 15 + 0 0 15+50 16+0016+5017+0017+43 BP: 1+ 0 0 . 0 0 PC: 1+ 3 6 . 1 1 PT : 2 + 4 3 . 7 8 PC : 5 + 7 5 . 3 0 PT: 6 + 0 5 . 9 9 PC: 6 + 9 7 . 6 3 PT : 7 + 5 9 . 0 0 PC : 8 + 8 2 . 0 3 PT: 9 + 6 8 . 0 6 PC: 1 1 + 4 8 . 8 5 P T : 1 1 + 7 7 . 2 9 P C : 1 2 + 5 6 . 6 5 PT: 1 3 + 0 8 . 9 9 PC: 1 3 + 5 0 . 6 4 PT: 13 + 9 5 . 4 4 PC: 1 5 + 1 5 . 2 7 PT : 1 5 + 6 2 . 2 2 EP : 1 7 + 4 3 . 0 6 1+00 1+50 2+00 2+50 2+95BP : 1 + 0 0 . 0 0 EP : 2 + 9 5 . 2 5 1+ 0 0 1+ 5 0 1+ 9 3 BP: 1+00.00 EP: 1+92.59 PLAYGROUND 1+ 0 0 1 + 5 0 2 + 0 0 2 + 5 0 3+00 3+50 4+ 0 0 4+ 5 0 5+ 0 0 5+ 3 6 BP: 1+00.00 PC: 1+38.00 PT: 1+ 5 5 . 4 1 PI: 2+ 5 6 . 5 4 PI : 3 + 9 0 . 0 3 EP: 5+35.54 1+ 0 0 1 + 5 0 2 + 0 0 2 + 1 5 BP: 1+00.00 PC: 1+16.70 PT: 1+ 3 9 . 6 1 EP: 2+ 1 4 . 9 1 1+ 0 0 1+ 5 0 2+00 2+50 3+00 3+ 5 0 3+ 8 8 BP: 1 + 0 0 . 0 0 PC: 1 + 3 2 . 7 0 PT: 1+45.59PC: 1+47.70 PT : 2 + 0 5 . 8 2 PC : 2 + 9 0 . 0 3 PT: 3+48.56 EP: 3+88.16 OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT B TRACT C TRACT D TRACT E 1 + 0 0 BP: 1 + 0 0 . 0 0 EP: 3 + 6 4 . 1 1 FEATURE/ DETENTION POND 2 TEMPORARY SEDIMENTATION BASIN L=36.46R=25.0 0 L = 5 3 . 6 9 R = 1 1 1 . 0 0 L = 4 3 . 9 1 R = 8 5 . 0 0 L=36.46 R =25.00 L=1.62 R=0.75 L=36.08 R=25.00 L=7.85 R=5.00 N34° 19' 16.77"E 15.00' N55° 41' 00.88"W 20.00' S34° 19' 16.77"W 15.00' L=7.85 R=5.00 N55° 41' 00.88"W 1.58' L = 2 9 . 3 7 R = 2 5 . 0 0 L=5.90 R=3.00 S55° 41' 00.88"E 16.63' N3 4 ° 1 8 ' 5 9 . 1 2 " E 80 . 0 0 ' N55° 41' 00.88"W 16.83' L=5.83 R=3.00 L =2 9.97 R =2 5.00 S55° 41' 00.88"E 8.83' L = 2 3.26 R = 2 5.00 L=8.77 R=5.00 N81° 53' 02.39"W 7.50' S 8 ° 0 4 ' 0 0 . 5 2 " W 8 4 . 9 3 ' S81° 55' 59.48"E 26.00' S8° 04' 00.52"W 3.00' L=7.85 R=5.00 S81° 55' 59.48"E 15.00' N8° 04' 00.52"E 3.00' L=7.85 R=5.00 S81° 55' 59.48"E 15.00' N 8 ° 0 4 ' 0 0 . 5 2 " E 5 0 . 0 0 ' S 8 ° 0 4 ' 0 0 . 5 2 " W 8 0 . 0 0 ' N5 7 ° 5 3 ' 0 8 . 8 9 " E 28 . 0 3 ' S32° 0 6 ' 5 1 . 1 1 " E 30.0 0 ' S5 7 ° 5 3 ' 0 8 . 8 9 " W 27 . 8 3 ' L=19.31 R=85.00 L =4 0.8 3 R =2 5 .0 0 L=3.93 R=2.00 N81° 55' 59.48"W 16.22' N81° 55' 59.48"W 19.88' L=25.23 R=25.00 S55° 41' 00.88"E 104.44' L=3.35 R=2.00 L = 2 7 . 0 0 R = 2 5 . 0 0 L=7.23 R=5.00 S55° 40' 43.23"E 19.07' N3 4 ° 1 9 ' 1 6 . 7 7 " E 50 . 0 0 ' N55° 40' 43.23"W 15.00'L=7.85 R=5.00 N34° 19' 16.77"E 13.43' N55° 40' 43.23"W 182.76' S3 4 ° 1 9 ' 1 6 . 7 7 " W 51 . 0 1 ' L=35.9 1 R=25.0 0 L=5.38 R=5.00 N34° 19' 16.77"E 15.00' N55° 40' 59.90"W 179.68' S55° 40' 57.04"E 90.00' N55° 40' 46.00"W 90.00' N34° 19' 02.24"E 18.26' L=3.08 R=2.00 N34° 19' 02.24"E 18.00' L = 4 0.00 R = 2 5.00 L=40.0 0 R=25.0 0 L=3.08 R=2.00 L=4.09 R=2.00 L = 2 7 . 1 6 R = 2 5 . 0 0 L =27.74 R =25.00 L=4.09 R=2.00 S34° 19' 02.49"W 15.50' S34° 19' 02.49"W 15.47' S34° 19' 16.77"W 14.61' L=8.85 R=5.00 L=15.22 R=25.00 N9° 24' 32.82"W 5.00' L=7.85 R=5.00 N80° 35' 27.18"E 15.00' N 9 ° 2 4 ' 3 2 . 8 2 " W 5 0 . 0 0 ' L=7.85 R=5.00 S80° 35' 27.18"W 15.00' N 9 ° 2 4 ' 3 2 . 8 2 " W 2 6 . 6 4 ' S 9 ° 2 4 ' 3 2 . 8 2 " E 3 6 . 6 4 ' L=7.85 R=5.00 S80° 35' 27.18"W 15.00' S 9 ° 2 4 ' 3 2 . 8 2 " E 5 0 . 0 0 ' L=11.74 R=71.00 N75° 47' 16.13"E 15.81' L=6.89 R=5.00 L=15.09R=51.00 L = 2 6.60 R = 2 5.00 L=5.53 R=3.00 N55° 41' 00.88"W 16.19' S3 4 ° 1 8 ' 5 9 . 1 2 " W 13 0 . 0 0 ' S55° 41' 00.88"E 14.06' L=8.37 R=5.00 S55° 41' 00.88"E 84.95' L=7.85 R=5.00 L=7.85 R=5.00 S34° 18' 59.12"W 14.97' N34° 18' 59.12"E 4.97' S55° 41' 00.88"E 60.00' L=11.13 R=10.00 S81° 55' 59.48"E 20.84' N34° 18' 59.12"E 25.00' N 8 ° 0 4 ' 0 0 . 5 2 " E 1 1 0 . 0 0 ' L=5.68 R=3.00N81° 55' 59.48"W 15.87' L=42.69 R=25.00 L=38.85R=63.00 L=7.85 R=5.00 N55° 31' 02.60"W 8.86' L=5.67 R=5.00 S59° 28' 19.44"W 14.97' L = 4 9 .1 4 R = 2 5 . 0 0 L=4.84 R=3.00 N34° 26' 00.30"E 0.97' S55° 33' 59.70"E 90.94' N34° 26' 00.30"E 16.01' S55° 33' 32.69"E 19.93' S34° 26' 27.31"W 15.00'L=7.90 R=5.00 L =3 0.66 R =2 5.0 0 N5 3 ° 3 8 ' 5 8 . 3 8 " E 30 . 1 5 ' L=9.53 R=5.00 N55° 31' 02.60"W 8.60'L=7.85 R=5.00 S34° 28' 57.40"W 15.00' N55° 31' 02.60"W 39.94'N34° 26' 00.30"E 15.07' N55° 33' 37.63"W 90.94' S55° 31' 02.60"E 1.44' L=6.18 R=5.00 N5 3 ° 3 8 ' 5 8 . 3 8 " E 53 . 6 9 ' L=3 6 . 1 9 R=3 6 . 0 0 L=7.40 R=5.00 N88° 44' 01.22"W 14.87' N 1 ° 1 5 ' 5 8 . 7 8 " E 3 0 . 0 0 ' S88° 44' 01.22"E 15.00' L=7.49 R=5.00L=32.45R=25.00 L=8.09 R=5.00 S12° 20' 25.99"W 14.98' N77° 3 9 ' 3 4 . 0 1 " W 70.00'N12° 20' 25.99"E 15.00' L=7.61 R=5.00 L =1 6 .0 8 R =2 5 .0 0 L=8.49 R=5.00 S30° 31' 40.56"E 14.84' S5 9 ° 2 8 ' 1 9 . 4 4 " W 50 . 0 0 ' N30° 31' 40.56"W 15.00' L=7.85 R=5.00 S5 9 ° 2 8 ' 1 9 . 4 4 " W 31 . 1 3 ' L=10.03 R=5.00 S55° 31' 02.60"E 12.89' L=7.80 R=4.76 N34° 28' 57.40"E 15.17' S55° 31' 02.60"E 100.33' S33° 45' 56.24"W 15.23' L=7.43 R=5.00 N34° 28' 57.40"E 27.82' S55° 31' 02.60"E 30.00' S34° 29' 42.56"W 27.83' L= 4 1. 5 3 R= 2 6. 0 0 N57° 10' 53.48"W 71.88' L =3 0 .5 3 R =2 5 .0 0 L=2.08 R=62.00 L=8.02 R=5.00 S36° 21' 01.62"E 15.04' S5 3 ° 3 8 ' 5 8 . 3 8 " W 13 0 . 0 0 ' N36° 21' 01.62"W 19.68' L=5.80 R=5.00 L =1 7.6 2 R =5 1.0 0 L=5.46 R=5.00 S34° 26' 00.30"W 21.28' N55° 33' 59.70"W 83.00' N34° 26' 00.30"E 15.00' L=7.85 R=5.00 N55° 33' 59.70"W 6.28'L=7.85 R=5.00 S34° 26' 00.30"W 15.00' N55° 33' 59.70"W 86.46' S34° 28' 57.40"W 21.26' N55° 31' 02.60"W 30.00' N34° 28' 57.40"E 26.51' L =4 4 .5 9 R =8 9 .0 0 N55° 40' 12.85"W 20.70' L=39.27 R=25.00 S3 4 ° 1 9 ' 4 7 . 1 5 " W 16 . 0 9 ' L = 3 9.27 R = 2 5.00 N 2 1 ° 3 4 ' 1 7 . 3 2 " E 4 6 . 6 4 ' L=118.83 R=188.00 L =5 0 .31 R =2 6 .00 R = S32° 16' 35.83"W N44° 41' 16.73"W S45° 18' 43.27"W 50.00' S4 5 ° 1 8 ' 4 3 . 2 7 " W 13 . 7 7 ' L=50.59 R=232.00 S32° 49' 06.52"W 10.00' S57° 10' 53.48"E 15.00' S32° 49' 06.52"W 14.45' L = 3 6.43 R = 2 6.00 L=40.1 5 R=26 .0 0 L =7 3 .6 5 R =1 3 8 .0 0 L= 3 6. 8 8 R= 2 6 . 0 0 L =3 2 . 7 2 R =2 12 . 0 0 S 2 1 ° 3 4 ' 1 7 . 3 2 " W 4 6 . 6 4 ' L=92.15 R=212.00 L =3 6.55 R =2 6.0 0 L =8 6 .9 8 R =1 6 2 .0 0 S55° 40' 12.85"E 123.03' L =4 7 .0 3 R =6 3 .0 0 L=8.30 R=5.00 N13° 34' 23.01"W 14.77' L=12.92 R=43.00 N5 9 ° 2 8 ' 1 9 . 4 4 " E 18 0 . 8 0 ' L =5 3 .1 2 R =7 1.0 0 S77° 3 9 ' 3 4 . 0 1 " E 79.36' L=97.80R=71.00 S 1 ° 1 5 ' 5 8 . 7 8 " W 3 1 . 5 4 ' N88° 44' 01.22"W 15.00' S1° 15' 58.78"W 5.11' L=7.85 R=5.00 L=26.22R=25.00 S57° 10' 53.48"E 77.17' L =4 1 .8 5 R =2 6 .0 0 N55° 40' 12.85"W 28.33' N55° 40' 12.85"W 28.33'L=39.27 R=25.00 N3 4 ° 1 9 ' 4 7 . 1 5 " E 16 . 0 9 ' L =3 9.27 R =2 5.00 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 40'80' SCALE 1:40 12 HORIZONTAL CONTROL PLAN R Know what's below. Call before you dig. NOTE: ALL DIMENSIONING SHOWN HEREON IS TO FLOLINE OF CURB P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 G P W A H C P . d w g , H C P 1 , 8 / 3 0 / 2 0 2 3 9 : 4 3 : 0 7 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING H TYPE II BUILDING I TYPE II GARAGE F 0+ 0 0 1+ 0 0 2+ 0 0 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10+ 0 0 PC: 2+70.48 PT: 3+81. 0 4 PC: 4+27. 6 8 PT : 6 + 0 9 . 6 2 P C : 9 + 2 9 . 4 6 15+00 16 + 0 0 17+00 18+00 19+00 20+0 0 21+00 22+00 22+32 PT : 1 5 + 4 9 . 8 1 PC : 1 6 + 4 2 . 9 3 P T : 1 9 + 2 2 . 6 7 P I : 2 0 + 0 4 . 5 2 P C : 2 0 + 8 6 . 3 7 PT : 2 1 + 6 7 . 6 3 EP : 2 2 + 3 1 . 6 7 1+00 1+20 1+4 0 1+ 6 0 1+ 6 7 1 + 0 0 1 + 2 0 1+4 0 1+601+64 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 3+ 0 0 3+ 5 0 3+ 6 4 BP: 1+00.00 PI: 1+12.00 PC: 1+66.45 PT: 2+10. 0 6 PC: 2+85. 3 4 PCC: 2+92.83 PT: 3+30.84 PI: 3+52.11 EP: 3+64.11 1+00 1+50 2+00 2+50 3+00 3+50 4+004+07 BP : 1 + 0 0 . 0 0 EP : 4 + 0 6 . 9 0 PI : 1 + 1 3 . 0 9 PI : 2 + 3 1 . 5 7 PI : 2 + 5 5 . 5 7 PI : 3 + 9 3 . 9 0 PC : 3 + 2 9 . 3 0 PT : 3 + 7 2 . 5 7 1+00 1+50 2+00 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 5+ 0 0 5+ 5 0 6+ 0 0 6+50 7 + 0 0 7 + 5 0 8 + 0 0 8+ 5 0 9+ 0 0 9+ 5 0 10 + 0 0 10 + 5 0 10 + 6 0 BP : 1 + 0 0 . 0 0 PC : 1 + 9 4 . 2 7 PT: 2 + 2 7 . 5 7 PC: 2 + 8 4 . 1 8 PT: 3 + 6 4 . 6 1 PC: 4 + 5 6 . 1 5 PT: 5 + 0 1 . 4 5 PC: 6 + 2 5 . 0 7 PT: 7+1 0 . 3 5 PC: 8+ 2 0 . 9 4 PT: 8+72.0 0 PI: 10+45. 1 0 EP: 10+60. 2 4 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 PC : 6 4 + 6 4 . 8 5 PT : 6 6 + 7 3 . 8 8 5+50 6 + 0 0 6 + 5 0 7 + 0 0 7+50 8+00 8+50 9+00 9+ 5 0 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 12+00 12+50 1 3 + 0 0 1 3 + 5 0 14 + 0 0 14 + 5 0 15 + 0 0 15+50 16+0016+5017+0017+43 PC : 5 + 7 5 . 3 0 PT: 6 + 0 5 . 9 9 PC: 6 + 9 7 . 6 3 PT : 7 + 5 9 . 0 0 PC : 8 + 8 2 . 0 3 PT: 9 + 6 8 . 0 6 PC: 1 1 + 4 8 . 8 5 P T : 1 1 + 7 7 . 2 9 P C : 1 2 + 5 6 . 6 5 PT: 1 3 + 0 8 . 9 9 PC: 1 3 + 5 0 . 6 4 PT: 13 + 9 5 . 4 4 PC: 1 5 + 1 5 . 2 7 PT : 1 5 + 6 2 . 2 2 EP : 1 7 + 4 3 . 0 6 1+00 1+50 2+00 2+50 2+95BP : 1 + 0 0 . 0 0 EP : 2 + 9 5 . 2 5 1+ 0 0 1+ 5 0 1+ 9 3 BP: 1+00.00 EP: 1+92.59 PLAYGROUND 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 2+ 8 5 BP: 1 + 0 0 . 0 0 EP: 2 + 8 5 . 0 0 4+ 0 0 4+ 5 0 5+ 0 0 5+ 3 6 PI : 3 + 9 0 . 0 3 EP: 5+35.54 BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E -0 + 0 0 0+ 5 0 0+ 6 5 BP: - 0 + 0 0 . 0 0 PR C : 0 + 1 0 . 0 1 PT : 0 + 5 4 . 9 1 EP : 0 + 6 4 . 9 1 1 + 0 0 1 + 5 0 2+00 2+ 5 0 3 + 0 0 3 + 5 0 3 + 6 4 BP: 1 + 0 0 . 0 0 PC: 1 + 5 3 . 8 8 PT: 3 + 1 2 . 1 1 EP: 3 + 6 4 . 1 1 CIRCLE DRIVE STA:188.75 FEATURE/ DETENTION POND 2 DRIVE 3 STA:3+59.83 OFF:16.79'R TEMPORARY SEDIMENTATION BASIN N55° 41' 00.88"W 3 7 L=5.90 R=3.00 S55° 41' 00.88"E 16.63' N55° 41' 00.88"W 16.83' L=5.83 R=3.00 00 S34° 19' 16.77"W 14.61' L=8.85 R=5.00 L=15.22 R=25.00 N9° 24' 32.82"W 5.00' L=7.85 R=5.00 N80° 35' 27.18"E 15.00' N 9 ° 2 4 ' 3 2 . 8 2 " W 5 0 . 0 0 ' L=7.85 R=5.00 S80° 35' 27.18"W 15.00' N 9 ° 2 4 ' 3 2 . 8 2 " W 2 6 . 6 4 ' S 9 ° 2 4 ' 3 2 . 8 2 " E 3 6 . 6 4 ' L=7.85 R=5.00 S80° 35' 27.18"W 15.00' S 9 ° 2 4 ' 3 2 . 8 2 " E 5 0 . 0 0 ' L=11.74 R=71.00 N75° 47' 16.13"E 15.81' L=6.89 R=5.00 L=15.09R=51.00 L = 2 6.60 R = 2 5.00 L=5.53 R=3.00 N55° 41' 00.88"W 16.19' S3 4 ° 1 8 ' 5 9 . 1 2 " W 13 0 . 0 0 ' S55° 41' 00.88"E 14.06' L=8.37 R=5.00 S55° 41' 00.88"E L=38.85R=63.00 L=7.85 R=5.00 N55° 31' 02.60"W 8.86' L=5.67 R=5.00 S59° 28' 19.44"W 14.97' L = 4 9 .1 4 R = 2 5 . 0 0 L=4.84 R=3.00 N34° 26' 00.30"E 0.97' S55° 33' 59.70"E 90.94' N34° 26' 00.30"E 16.01' S55° 33' 32.69"E 19.93' S34° 26' 27.31"W 15.00'L=7.90 R=5.00 L =3 0.66 R =2 5 .0 0 N5 3 ° 3 8 ' 5 8 . 3 8 " E 30 . 1 5 ' L=9.53 R=5.00 N55° 31' 02.60"W 8.60'L=7.85 R=5.00 S34° 28' 57.40"W 15.00' N55° 31' 02.60"W 39.94'N34° 26' 00.30"E 15.07' N55° 33' 37.63"W 90.94' S55° 31' 02.60"E 1.44' L=6.18 R=5.00 N5 3 ° 3 8 ' 5 8 . 3 8 " E 53 . 6 9 ' L=3 6 . 1 9 R=3 6 . 0 0 L=7.40 R=5.00 N88° 44' 01.22"W 14.87' N 1 ° 1 5 ' 5 8 . 7 8 " E 3 0 . 0 0 ' S88° 44' 01.22"E 15.00' L=7.49 R=5.00L=32.45R=25.00 L=8.09 R=5.00 S12° 20' 25.99"W 14.98' N77° 3 9 ' 3 4 . 0 1 " W 70.00'N12° 20' 25.99"E 15.00' L=7.61 R=5.00 L =1 6 .0 8 R =2 5 .0 0 L=8.49 R=5.00 S30° 31' 40.56"E 14.84' S5 9 ° 2 8 ' 1 9 . 4 4 " W 50 . 0 0 ' N30° 31' 40.56"W 15.00' L=7.85 R=5.00 S5 9 ° 2 8 ' 1 9 . 4 4 " W 31 . 1 3 ' L=10.03 R=5.00 S55° 31' 02.60"E 12.89' L=7.80 R=4.76 N34° 28' 57.40"E 15.17' S55° 31' 02.60"E 100.33' S33° 45' 56.24"W 15.23' L=7.43 R=5.00 N34° 28' 57.40"E 27.82' S55° 31' 02.60"E 30.00' S34° 29' 42.56"W 27.83' L= 4 1. 5 3 R= 2 6. 0 0 N57° 10' 53.48"W 71.88' L =3 0 .5 3 R =2 5 .0 0 L=2.08 R=62.00 L=8.02 R=5.00 S36° 21' 01.62"E 15.04' S5 3 ° 3 8 ' 5 8 . 3 8 " W 13 0 . 0 0 ' N36° 21' 01.62"W 19.68' L=5.80 R=5.00 L =1 7.6 2 R =5 1.0 0 L=5.46 R=5.00 S34° 26' 00.30"W 21.28' N55° 33' 59.70"W 83.00' N34° 26' 00.30"E 15.00' L=7.85 R=5.00 N55° 33' 59.70"W 6.28'L=7.85 R=5.00 S34° 26' 00.30"W 15.00' N55° 33' 59.70"W 86.46' S34° 28' 57.40"W 21.26' N55° 31' 02.60"W 30.00' N34° 28' 57.40"E 26.51' L =4 4 .5 9 R =8 9 .0 0 N55° 40' 12.85"W 20.70' L=39.27 R=25.00 S3 4 ° 1 9 ' 4 7 . 1 5 " W 16 . 0 9 ' L = 3 9.27 R = 2 5.00 N 2 1 ° 3 4 ' 1 7 . 3 2 " E 4 6 . 6 4 ' L=118.83 R=188.00 L =5 0 .31 R =2 6 .00 L = 23.92 R = 64.00 L=29.51 R=26.00 S32° 16' 35.83"W 2.68' L=42.77 R=188.00 S45° 18' 43.27"W 6.51' L=7.85 R=5.00 N44° 41' 16.73"W 15.00' S45° 18' 43.27"W 50.00' S4 5 ° 1 8 ' 4 3 . 2 7 " W 13 . 7 7 ' L=50.59 R=232.00 S32° 49' 06.52"W 10.00' S57° 10' 53.48"E 15.00' L=7.85 R=5.00 S32° 49' 06.52"W 14.45' L =3 7.62 R =25.00L = 3 6.43 R = 26.00 L=40.1 5 R=26 .0 0 S57° 10' 53.48"E 48.54' L=39.83 R=188.00 L = 3 3 . 1 7 R= 2 6 . 0 0 L=7.99 R=5.00 N60° 20' 39.07"W 15.06' L=11.79 R=132.00 L=8.67 R=132.00 S 1 5 ° 3 9 ' 3 8 . 6 9 " W 1 4 2 . 6 4 ' S74° 20' 21.31"E 29.01' L=4.24 R=5.00 L=3.42 R=51.00 S35° 55' 35.01"W 30.75' S54° 04' 24.99"E 30.00'N35° 55' 35.01"E 26.95' L=14.76 R=51.00 L=5.04 R=5.00 S22° 55' 08.61"E 23.63' N67 ° 0 4 ' 5 1 . 3 9 " E 170 . 0 0 ' N22° 55' 08.61"W 16.34' L=6.35 R=5.00 L=10.91 R=25.00 L=7.04 R=5.00 S74° 30' 36.08"E 15.40' L=13.02 R=45.00 N 1 ° 1 3 ' 1 5 . 0 1 " W 1 0 9 . 1 7 ' L = 7 7 . 7 9 R = 9 6 8 . 0 0 N 3 ° 2 3 ' 0 0 . 0 4 " E 5 5 . 7 7 ' N86° 36' 59.96"W 15.16' L=7.48 R=5.00 L=12.14 R=51.00L=7.30 R=5.00 N69° 08' 45.72"E 14.91' L=31.74R=70.00 N46° 49' 56.01 " W 57.33' S43° 10' 03.99"W 14.93' L=8.26 R=5.00 L = 3 4.55 R = 2 6 .00 L=8.69 R=212.00 L=29.8 0 R=26.0 0 L=3.11 R=64.00 L=7.49 R=5.00 S0° 22' 22.40"W 15.18' L =52.50 R =84.00 N35° 26' 13.10"W 15.18' L=7.49 R=5.00 L=30.72 R=64.00 L=7.49 R=5.00 S71° 14' 48.60"E 15.18' L = 5 2 . 5 0 R = 8 4 . 0 0 S72° 56' 35.89"W 15.18' L=7.49 R=5.00 L=4.52 R=64.00 L = 4 4 . 9 0 R = 2 6 . 00 N73 ° 4 1 ' 3 7 . 4 7 " E 20. 0 0 ' N44° 44' 13.82"W 1.37' N4 5 ° 1 5 ' 4 6 . 1 8 " E 90 . 9 4 ' N44° 44' 13.82"W 14.36' L=10.76 R=5.00 L =2 4 .8 0 R =2 6 .0 0 S46° 49' 56.01 " E 50.76'L=16.07 R=10.00 S45° 12' 49.08"W 6.34' L=7.86 R=5.00 N44° 44' 13.82"W 15.33' S4 5 ° 1 5 ' 4 6 . 1 8 " W 90 . 9 4 ' S44° 44' 13.82"E 0.41'S45° 12' 49.08"W 29.04' S44° 47' 10.92"E 15.00' L=7.85 R=5.00 S45° 12' 49.08"W 5.81' L=15.71 R=10.00 N44° 47' 10.92"W 11.34' L=25.70R=212.00 L = 3 4.96 R = 2 6.00 L=8.51 R=5.00 S57° 10' 53.48"E 14.82' N32° 49' 06.52"E 18.68' N31° 27' 20.00"E 6.66' N15° 39' 38.69"E 4.83'L =4 4. 3 6 R =8 6.00 N4 5 ° 1 2 ' 4 9 . 0 8 " E 13 2 . 9 0 ' L=24.12 R=10.00 S3° 23' 00.04"W 11.21' N87° 14' 41.20"W 27.83' S2° 45' 18.80"W 30.00' S87° 13' 56.04"E 27.83' L = 4 2 . 4 6 R = 1 0 1 4 . 0 0 L=11. 8 1 R=10. 0 0 S67 ° 1 0 ' 0 1 . 7 3 " W 122 . 1 9 ' L=22.19 R=10.13 N67 ° 2 4 ' 3 7 . 5 4 " E 90. 9 4 ' N22° 23' 02.71"W 15.04' L=7.81 R=5.00 N67 ° 1 0 ' 0 1 . 7 3 " E 42. 3 2 ' L=19.48 R=10.00S1° 13' 15.01"E 5.19' L=7.85 R=5.00 S88° 46' 44.99"W 15.00' S 1 ° 1 3 ' 1 5 . 0 1 " E 4 0 . 0 0 ' N88° 46' 44.99"E 15.00'L=7.85 R=5.00 S1° 13' 15.01"E 2.30' L=29. 8 0 R=25. 0 0 S67° 04' 51.39"W 7.82' L=7.89 R=5.04 N22° 23' 54.88"W 14.53' S67 ° 3 6 ' 5 7 . 2 9 " W 90. 9 3 ' S22° 45' 04.30"E 15.50' L=7.84 R=4.94 S67° 04' 51.39"W 14.96' L=56.10 R=25.00 N 1 5 ° 3 9 ' 3 8 . 6 9 " E 4 9 . 8 4 ' L=12.35 R=5.00 S22° 50' 17.33"E 12.96' L =7 3 .6 5 R =13 8 .0 0 L = 3 6. 8 8 R= 2 6 . 0 0 L =3 2 . 7 2 R =2 12 . 0 0 S 2 1 ° 3 4 ' 1 7 . 3 2 " W 4 6 . 6 4 ' S73 ° 4 1 ' 3 7 . 4 7 " W 154 . 1 7 ' L=92.15 R=212.00 L =3 6.5 5 R =2 6.0 0 L =8 6 .9 8 R =1 6 2 .0 0 S55° 40' 12.85"E 123.03' L =4 7 .0 3 R =6 3 .0 0 L=8.30 R=5.00 N13° 34' 23.01"W 14.77' L=12.92 R=43.00 N5 9 ° 2 8 ' 1 9 . 4 4 " E 18 0 . 8 0 ' L =5 3 .1 2 R =7 1.0 0 S77° 3 9 ' 3 4 . 0 1 " E 79.36' L=97.80R=71.00 S 1 ° 1 5 ' 5 8 . 7 8 " W 3 1 . 5 4 ' N88° 44' 01.22"W 15.00' S1° 15' 58.78"W 5.11' L=7.85 R=5.00 L=26.22R=25.00 S57° 10' 53.48"E 77.17' L =4 1.8 5 R =2 6 .0 0 N55° 40' 12.85"W 28.33' N55° 40' 12.85"W 28.33'L=39.27 R=25.00 N3 4 ° 1 9 ' 4 7 . 1 5 " E 16 . 0 9 ' L =3 9.27 R =2 5.00 S21° 58' 56.18"W 11.78' 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 40'80' SCALE 1:40 13 HORIZONTAL CONTROL PLAN R Know what's below. Call before you dig. NOTE: ALL DIMENSIONING SHOWN HEREON IS TO FLOLINE OF CURB P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 G P W A H C P . d w g , H C P 2 , 8 / 3 0 / 2 0 2 3 9 : 4 3 : 2 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K STSTST OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F 8675 86 7 5 8 6 7 5 8 6 8 0 8 6 8 5 86 9 0 8685 8 6 8 6 86 7 5 86 7 5 8 6 8 0 86 7 2 8 6 7 2 867 3 8673 86 7 4 86 7 4 86 7 6 86 7 6 867 7 8 6 7 7 8 6 7 8 8678867 8 8 6 7 9 86 8 1 868 1 86 8 1 8682 8 6 8 3 868 4 8670 86708670 8670 8 6 7 0 86 7 0 86 7 0 8 6 7 0 8 6 7 0 8 6 7 0 8 6 7 0 8 6 7 0 867 0 8670 8675 8675 86 7 5 86 7 5 8675 867 5 8675 8675 8680 8680 86 8 0 8680 8680 86 8 0 8680 8680 8680 8680 86 8 0 8685 8685 8685 8685 868 5 8690 8690 8690 86 9 0 8690 8695 8695 8695 8695 8695 8700 8700 8700 8700 8705 8710 8715 869 5 869 5 8700 87 0 0 8 7 0 0 8 7 0 5 8 7 1 0 8693 8693 869 4 869 4 869 6 869 6 869 7 86 9 7 8698 8 6 9 8 8699 8 6 9 9 8 7 0 1 8 7 0 2 8 7 0 3 8 7 0 4 8 7 0 6 8 7 0 7 8 7 0 8 8 7 0 9 8 7 1 1 8 7 1 2 8 7 1 3 8 6 8 7 869 3 8689 86 8 3 8679 > > >> > > > > PLAYGROUND > 8680 8 6 8 5 8685 86 8 5 8 6 8 5 86 8 5 8685 86 8 5 86 8 5 8 6 9 0 8690 8690 869 5 86 9 5 86 9 5 8695 869 5 86 9 5 86 9 5 870 0 8700 8700 87 0 0 8705 87 0 5 870 5 8685 8685 86 9 0 86 9 0 86 8 6 8 6 8 6 8 6 8 6 8686 8686 8686 8 6 8 6 8687 8687 8687 8687 8 6 8 7 8 6 8 8 8688 86 8 8 86 8 9 8689 86898689 86 8 9 86898 6 8 9 8 6 8 9 86 8 9 869 1 86 9 1 8 6 9 2 8692 869 3 8693 8 6 8 5 86 8 5 86 9 0 8 6 9 0 86 8 3 868 3 8 6 8 4 86 8 4 8686 86 8 6 8687 868 7 86 8 7 86 8 7 86 8 8 8 6 8 8 86 8 8 86 8 9 8 6 8 9 86 8 9 8691 869 1 8 6 9 1 86 9 2 8692 8693 86 9 3 8685 8684 8686 86 8 6 86 8 6 86868686 868 6 8687 8687 8691 8679 86 8 6 8684 > >> > > > 3.2:1 8675 868 0 8685 8674 8676 8676 86 7 7 8677 8678 867 8 8679 868 1 8682 8683 8684 8686 8 6 8 0 8680 8 6 7 8 8679 868 0 8 6 8 0 86 7 7 867 7 867 8 867 8 867886 7 8 86 7 9 8679 8 6 8 1 8675 8675 867 5 86 8 0 8680 868 0 8 6 8 0 868 0 8680 868086808680 868 5 868 5 8 6 8 5 8685 868 5 868 5 8 6 8 5 8 6 8 5 869 0 8690 8690 8690 8695 8695 OLD VICT O R Y R D . L42 L4 3 R38' R5 1 ' MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT E FEATURE/ DETENTION POND 2 DETENTION POND 1 3-18 " S T O R M INV = 8 6 7 7 . 1 2 INV = 8 6 7 6 . 1 3 INV = 8 6 7 7 . 1 1 3-18 " S T O R M INV = 8 6 7 6 . 5 7 INV = 8 6 7 6 . 0 5 INV = 8 6 7 6 . 5 6 > > > > > > > > > > > > >>>> > >> >>>> > > > > > >>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 8665 8667 8668 866586678666 86 6 6 8664 8663 8665 8666 8667 8668 ST 0 8 ST 0 8 ST 0 8 EX. A G R I - D R A I N EX. 8 " D R A I N INV= 8 6 7 0 . 0 EX. 8 " D R A I N INV= 8 6 6 6 . 8 2 867 5 8 6 7 0 8 6 7 7 8678 8 6 7 8 8677 867 3 867 2 86 7 1 8 6 6 9 8675 8670 86 7 0 86 7 586 7 8 86 7 8 86 7 7 86 7 4 86 7 3 86 7 2 86 7 1 86 7 6 86788677 8 6 7 8 8676867586 7 4 8 6 7 0 4.3 : 1 3.9 : 1 3 . 8 : 1 3.9 : 1 ST ST ST ST ST ST ST ST ST 8677 867 8 867 9 8678 8677 8676 8675 8674 8673 8672 8671 8670 8669 8668 868 0 8679 8677 8678 8676 8675 8671 8678 8677 86798678867886798680 TEMPORARY SEDIMENTATION BASIN 76.10 EX > > > > > > > 8 6 7 6 8 6 7 7 8 6 7 8 8 6 7 9 867 5 86758675 8675 867 5 8 6 8 0 868 0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX XXXXX SURFACE ROUGHENING PERMANENT SEEDING MULCHING SILT FENCE AREA CONTROL DRAINAGE BASIN BOUNDARY PROPOSED SWALE FLOWLINE 2% MIN. CONSTRUCTION FENCE VEHICLE TRACKING CONCRETE WASHOUT 8600 EXISTING CONTOURS PROPOSED CONTOURS8600 INLET PROTECTION OUTLET PROTECTION TEMPORARY SEEDING EROSION CONTROL MATTING SEDIMENTATION TRAP S W M P L E G E N D 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 60'120' SCALE 1:60 14 STORMWATER MANAGEMENT PLAN R Know what's below. Call before you dig. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 G P W A S W M P . d w g , S W M P 1 , 8 / 3 0 / 2 0 2 3 9 : 4 4 : 0 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 15 STORMWATER MANAGEMENT PLAN CERTIFICATION I hereby certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. ____________________________________________________________ Representative Date This certification shall be signed upon request for submittal by the State of Colorado or the Environmental Protection Agency in accordance with the following criteria from the General Permit section I.F.1. 1.In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge described in the form originates; 2.In the case of a partnership, by a general partner; 3.In the case of a sole proprietorship, by the proprietor; 4.In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, or other duly authorized employee. SUMMARY OF STORMWATER MANAGEMENT PLAN This Stormwater Management Plan (SWMP) covers construction activities associated with GRAND PARK - WILLOWS APARTMENTS Construction activities will involve clearing and grubbing of the site as well as grading associated with proposed roadways. This SWMP identifies potential sources of pollution which may reasonably be expected to affect the quality of stormwater discharges associated with construction activity, describes the practices to be used to reduce the pollutants in stormwater discharges associated with construction activity, and ensures the practices are selected, installed, implemented, and maintained in accordance with good engineering practices. Project Location The project is located in A REPLAT OF A PORTION OF MOUNTAIN WILLOW DRIVE AND TRACT M, WILLOWS AT GRAND PARK, FILING NO. 3 AND A PART OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO. GRAND PARK - WILLOWS APARTMENTS IS BOUND BY OLD VICTORY ROAD TO THE WEST,MOUNTAIN WILLOW DRIVE TO THE NORTH, AND UNDEVELOPED LAND TO THE EAST AND SOUTH. THE APPROXIMATE LATITUDE AND LONGITUDE OF THE PROJECT ARE 39°55'52.42"N AND 105°47'48.02"W. Owner’s Name and Address CLARK LIPSCOMB GRAND PARK DEVELOPMENT, LLC P.O.BOX 30 WINTER PARK, CO 80482 Stormwater Mangament Administrator ____________________________________________________ Name (Printed) ____________________________________________________ Address ____________________________________________________ Phone Permit This project is certified to discharge under CDPS General Permit COR-030000 Stormwater Discharges Associated with Construction, Certification Number COR-______________. This Certification to Discharge authorizes ________, during construction of roadways, to discharge stormwater from the facility identified as GRAND PARK - WILLOWS APARTMENTS, on 33 acres disturbed. Certification is effective on ____________ and expires on _____________. The anticipated construction start date is JULY 2021 with final stabilization occurring by October 2023. SITE DESCRIPTION A.Construction Activities. This project will consist of roadways, site grading, utility construction over approximately on 2 acres, with associated landscaping. Soil disturbing activities will include clearing and grubbing; installing a stabilized construction entrance, perimeter, and other erosion and sediment controls; roadway grading; and preparation for final planting and seeding. Clearing and grubbing will be necessary to allow for road grading and utility construction. Storm culverts will then follow, along with the paving of roads with adjacent lots. Permanent erosion control will be constructed on the site. Construction activities associated with this type of development typically require the use of heavy earthmoving equipment, dump trucks, generators, and other assorted equipment. B.Proposed BMP Sequence. The general sequence of BMP installation with respect to construction activities will be as follows: Phase 1 – Project Implementation 1.Appoint SWMP Administrator. 2.Install/construct temporary or permanent erosion control BMPs from an approved plan set, including: permanent seeding, temporary seeding, surface roughening, mulching, concrete washout, silt fence, vehicle tracking control, inlet protection, outlet protection, and erosion control matting. 3.Grade the construction site from an approved plan set, including: roadways and turnarounds, etc. 4.Areas where roadway installation will not begin immediately will be temporarily reseeded and surface roughened. Phases that are proceeding with the road construction sequence will not be seeded at this time because they will be active construction areas that will not be dormant for more than 14 days. 5.Implement construction sequence for roadway construction: (a)Storm sewer installation, with culvert inlet protection installed as storm sewer are installed. (b)Preparation of road sub-grade. (c)Construction of water, sanitary sewer, and storm sewer and storm inlets. (d)Prepaeration of road sub base (e)Paving of roads. Once roads are paved, curb socks will be installed in ditches to slow runoff and promote sedimentation. (f)Installation of dry utilities (gas, power, cable, phone) for lots. This construction sequence will be scheduled to allow for no lapse in activities of more than 14 days. Once this sequence of construction activities has been completed, areas where construction will not begin within 14 days will be surface roughened to reduce erosion potential and promote infiltration and will be temporarily seeded if the weather is appropriate for successful seed germination. 6.Implement construction activities related to the construction of individual homes including debris management, spoil piles, and soil stockpiles. Install specific BMPs as shown on the approved plan set and in accordance with the SWMP sheets, included in Appendix C, to provide erosion protection prior to landscaping and re-vegetation. 7.Complete final site grading including replacing stockpiled topsoil. In addition, clean out and re-grade (as necessary) detention and sedimentation ponds used for water quality capture purposes during construction to conform to the design of the permanent site drainage system. 8.Final (permanent) seeding, sodding, planting, and landscaping of the site will be the responsibility of the developer. Some temporary stormwater controls, such as inlet protection for the storm sewers, should remain in place during this phase. 9.Remove temporary control measures. Sequencing of construction activities will progress as rapidly as practical to minimize the amount of time that portions of the site are disturbed. Areas that will be inactive for more than 14 days will be surface roughened to reduce erosion, slow runoff velocity, and promote infiltration. Temporary seeding shall occur on all disturbed areas where construction activities are not completed within the calendar year. Inactive areas will be seeded with an approved temporary native seed mix when the weather conditions are such that growth of native grasses from seed is possible (see approved erosion control report). Phase 2 – Post-Construction Site Inspection 1.Following completion of the project, including final re-vegetation and landscaping, the SWMP Administrator will inspect areas that have been seeded and landscaped to assure that the re-vegetation and landscaping have been successful in establishing uniform ground cover (70% of pre-disturbance cover criteria for re-vegetation). If re-vegetation has not been successful, spot re-vegetation or other remedial actions should be implemented to assure compliance with the stormwater discharge permit and other applicable regulations. The SWMP Administrator will carry out the inspection. Site Area. The proposed site consists of approximately 33 acres, more or less. The current plan is to develop the land, in one phase. The total disturbed area is 17 acres . There are no substantial offsite properties draining onto the subject site. C.SOILS. ON-SITE SOILS 40% CUMULIC CRYAQUOLLS, NEARLY LEVEL, 40% FRISCO-PEELER GRAVELLY SANDY LOAMS, AND 20% FRISCO-PEELER GRAVELLY SANDY LOAMS,TINE GRAVELLY SANDY LOAM. TYPE‘B’ SOILS CONSIST CHIEFLY OF SOILS SOILS HAVING A MODERATE INFILTRATION RATE WHEN THOROUGHLY WET. THESE CONSIST CHIEFLY OF MODERATELY DEEP OR DEEP, MODERATELY WELL DRAINED OR WELL DRAINED SOILS THAT HAVE MODERATELY FINE TEXTURE TO MODERATELY COARSE TEXTURE. THESE SOILS HAVE A MODERATE RATE OF WATER TRANSMISSION. The site currently has not been developed and is in its historic condition. Currently any stormwater discharge is carrying pollutants at a historic rate. D.Existing Vegetation. The property slopes from the east to west. The land is covered by approximately 75 percent vegetative ground cover consisting of lodgepole pines, aspen groves, native grasses, and moderate brush cover. E.Potential Pollution Sources. Potential pollution sources at the project site include sediment, equipment/vehicle washing, vehicle maintenance and fueling, paint, solvents, wood treated products, asphalt (bituminous) paving, concrete, metal, petroleum products, waste storage and disposal, portable toilets, dust or particulate generating processes, and offsite sediment transport from vehicle tracking. Many chemicals typically associated with construction activities are considered potential pollutants. Onsite storage of potential pollution sources will be at the stabilized staging area, except for soil stockpile(s) whose location(s) will be noted on the SWMP plan. The SWMP plan shall be continually updated should the storage location(s) be moved. Careful handling, storage, and application of these materials reduce the likelihood that these chemicals will contribute to pollution of the environment. Preventative practices are discussed in greater detail in the materials handling and spill prevention section. The following table provides a broad list of potential pollutants from a range of construction-related activities. Inclusion of a chemical in the table does not necessarily imply that the chemical will be used as a part of the development construction activities. Chemicals Potentially Associated With Construction Activities Potential Pollutant, Sources, and Location Gasoline (benzene, toluene, ethylbenzene, xylene tetraethyl leads, methyl tertiary butyl ether (MTBE), and other compounds) Construction vehicles, gas cans, and generators Stabilized storage areas, access roads, onsite tanks, and fuel sites Diesel fuel (and associated constituents) Heavy construction equipment Stabilized storage areas, access roads, and fuel sites Oil, grease, and hydraulic fluids Construction vehicles, heavy construction equipment, generators, small containers, and lift equipment Stabilized storage areas, access roads, fuel sites, storage areas, and lift houses Solvents (TCE, TCA, and others) Small containers Stabilized storage areas Paints, stains, and varnishes Small containers, bulk containers, and spray equipment Stabilized storage areas Glues and waterproofing compounds Small containers and bulk containers Stabilized storage areas Fertilizers Bulk containers Stabilized storage areas Chlorine (hypochlorite) Disinfections of water line Stabilized storage areas, water line testing areas Cement Bulk containers Stabilized storage areas, concrete washout areas Metals, paint chips, wood chips, insulation, asbestos, and plastics Construction debris Stabilized storage areas, access roads Microbiological contaminants (coliform, giardia, etc.) Sanitary wastewater Septic tank/leach field systems, broken sewer lines, portable toilets Glycol Construction vehicles and equipment, small containers, and bulk containers Stabilized storage areas, access roads, and compressor site Tackifiers Bulk containers and spray equipment Stabilized storage areas F.Non-stormwater Discharges. Potable water is anticipated as a non-stormwater discharge. Potable water may be used for grading, dust control, and irrigation of erosion control and permanent landscaping, creating return flow. An effort shall be made to use only the amount of potable water required for these operations. Flows from emergency fire fighting activities and uncontaminated springs may also contribute to non-stormwater discharges. Discharge to the ground of concrete washout water from washing of tools and concrete mixer chutes is an anticipated non-stormwater discharge. These activities will be carried out per the requirements described in Section III.C.7(b). Discharge to the ground of construction dewatering may be required. Land application of construction water will be an allowed non-stormwater discharge and must be carried out per the requirements described in Section III.C.8. G.Outfalls and Receiving Waters. Developed stormwater runoff from this site will be conveyed to proposed detention basins or discharged off the site as sheet flow. These flows will travel over the surface (e.g., streets and swales). The existing drainage ultimately flows into the Fraser River, located southwest of the site. II.SITE MAP The vicinity map located in Appendix A shows the development site. A detailed site plan with proposed temporary and permanent BMPs is provided in Appendix D. The onsite SWMP folder will contain the up-to-date BMP map to provide tracking of progress. Construction site boundaries are indicated on these drawings. (For the construction activities covered by this SWMP, the permitted area is equivalent to the area indicated by the site property boundaries.) III.STORMWATER MANAGEMENT CONTROLS A.SWMP Administrator. The individual(s), position, or title that is responsible for developing, implementing, maintaining, and revising the SWMP is Ski Idlewild, LLC. The SWMP Administrator will serve as the comprehensive point of contact for all aspects of the facility’s SWMP. 1.SWMP Amendments. The SWMP Administrator shall amend the SWMP: *When there is a change in design, construction, operation, or maintenance of the site, which would require the implementation of new or revised BMPs; or *If the SWMP proves to be ineffective in achieving the general objectives of controlling pollutants in stormwater discharges associated with construction activity; or *When BMPs are no longer necessary and are removed. SWMP changes shall be made prior to changes in the site conditions, except those addressing BMP installation and/or implementation that are made responsive to changing conditions. When current BMPs are determined ineffective, changes to the SWMP shall be made as soon as practicable, but in no case more than 72 hours after the changes in BMP installation and/or implementation occur at the site. The SWMP administrator must keep the SWMP current by redlining and marking other notes on drawings and in the text of the SWMP to accurately portray the actual erosion and sediment controls used on the site. Notation should include the time and date of the changes in the field, an identification of the BMPs removed or added, and the location of those BMPs. 2.Notice of Transfer. When responsibility for stormwater discharges at a construction site changes from one individual to another, the permittee shall submit a completed Notice of Transfer and Acceptance of Terms form. If the new responsible party will not complete the transfer form, and if the permittee has no legal responsibility, through ownership or contract, for the construction activities at the site, then the permit may be inactivated upon written request to the Division by completion of the Inactivation Notice. B.Identification of Potential Pollutant Sources. See Section I.F C.Best Management Practices (BMPs) for Stormwater Pollution Prevention. BMPs for stormwater pollution prevention include structural and non-structural practices intended to reduce the amount of pollutants entering stormwater runoff and leaving the job site. All personnel responsible for implementation and maintenance of BMPs should review and understand the BMPs identified herein and on the Site Plan in Appendix D, and their specifications in Appendix C. Four basic approaches used for mitigating erosion and sediment loss from stormwater runoff in construction areas are as follows: *Minimize onsite erosion from occurring at the outset. Install BMPs up-gradient of significant surface disturbances to reduce the volume and velocity of run-on entering disturbed areas. Stage construction to minimize the amount of time which soil is left bare. Surface roughen, temporarily seed, and mulch areas when practical to protect open disturbances. These practices help reduce the area of land susceptible to erosion. *Reduce sediment from stormwater runoff. Use a combination of temporary structural sediment controls to manage runoff onsite such as rock socks, silt fence, and inlet protection. These measures encourage sediment in stormwater runoff to deposit and accumulate, reducing the total amount of sediment in runoff. *Detain stormwater runoff for frequently occurring events. Use temporary sediment basins to detain runoff, encourage further sedimentation, and protect against downstream flooding. *Release stormwater runoff in a controlled manner. Riser pipes in temporary sediment basins will slowly release stormwater and reduce the erosion potential of downstream areas. The erosion and sediment control strategy for a construction project is dynamic. As phases of construction progress, the strategy and measures implemented must evolve to remain effective. 1.Structural Practices for Erosion and Sediment Control. Structural BMPs are measures to reduce runoff and/or remove pollutants from runoff. Those designed for use during construction activities and are to be removed after final stabilization are temporary measures. Those designed for use after construction as an integral part of the final stabilization strategy are permanent measures. Temporary Structural BMPs identified for this site include: *Temporary Seeding *Surface Roughening *Mulching *Silt Fence *Vehicle Tracking Control *Inlet Protection *Outlet Protection *Straw Wattle Permanent Structural BMPs identified for this site include: *Erosions Control Matting *Water Quality Basins *Flow Spreaders (flat riprap pads) *Permanent Seeding Locations for each BMP are identified on the SWM Plan Disturbed areas must be properly mulched, or seeded and mulched, within 14 days after final grade is reached on any portion of the site not otherwise permanently stabilized. Soil surface stabilization should also be applied within 14 days to disturbed areas that may not be at final grade but will remain inactive for more than 30 days. Soil stockpiles at the site perimeter, or within 100 feet of a drainageway, shall have perimeter sediment controls installed as soon as possible. Stockpiles expected to be in place longer than 60 days should be temporarily seeded and mulched within 14 days after stockpile construction. 2.Non-Structural Practices for Erosion and Sediment Control. Non-Structural BMPs are practices aimed at preventing and reducing the amount of pollutants from entering runoff. Practices include good housekeeping, materials handling and spill prevention, and waste management and disposal. Please see Section III.C.4 for materials handling and spill prevention practices. Please see Section III.C.7 for waste management and disposal practices. Good Housekeeping. The most effective first steps towards preventing pollution in stormwater from worksites simply involve using good sense to improve the facility’s basic housekeeping methods. Poor housekeeping practices result in more waste being generated than necessary and an increased potential for stormwater contamination where a clean and orderly worksite reduces the possibility of stormwater mixing with pollutants. Good housekeeping practices include the following: *Preventative maintenance of equipment *Proper materials storage and inventory *Regular cleanup schedules *Maintaining well organized work areas *Proper signage 3.Phased BMP Implementation. Erosion and sediment controls for construction shall be phased to be fully effective. A vehicular tracking control device shall be installed prior to the mobilization of construction equipment onsite. Prior to the clearing and grubbing of the construction area, localized clearing shall be performed for the placement of necessary perimeter sediment control measures (silt fence, etc.). Site clearing shall commence only after perimeter erosion control measures are in place. Proposed sediment basins in cut areas shall be constructed prior to grading operations. The proposed detention ponds will be constructed prior to construction of the storm sewer system. Storm sewer protection (i.e., inlet protection, culvert protection, outlet structure protection) will be installed as each element is constructed and also whenever soil erosion from the excavated material has the potential for entering a storm drainage system. 4.Materials Handling and Spill Prevention. Areas where potential spills can occur, e.g., stabilized storage areas, shall have the following prevention and response procedures in place. a.Materials Handling and Spill Prevention Practices. Materials used at construction sites can present a potential for contamination of stormwater runoff. These include fuel, oil, lubricants, paints, solvents, concrete-curing compounds, and other liquid chemicals such as fertilizers, herbicides, and pesticides. Practices that can be used to prevent or minimize toxic materials in runoff from a construction site are described in this section. A list of all potentially toxic or hazardous chemicals used shall be maintained on the site. Warning labels must be attached to all potentially toxic or hazardous chemicals. Material safety data sheets (MSDS) and other safety information for a potentially toxic or hazardous substance will be on file and accessible (on the site) during all periods in which the substance is used or stored. In addition to maintaining an inventory of potentially toxic and/or hazardous materials and associated safety information, the following materials management practices must be followed: *Materials will be handled in accordance with Occupational Safety and Health Administration (OSHA) requirements and manufacturer’s instructions. *Chemicals regulated under the Comprehensive Environmental Response, Compensations and Liability Act (CERCLA) will be reported and handled in accordance with relevant regulations. *Materials stored at the construction site will be covered or otherwise protected from the elements. *The quantity of fuel and lubricants stored at the construction site will be limited to the amount that is reasonable to support the specific construction or maintenance activity. Offsite storage of fuel, hydraulic oil, and form oil are preferable. *Bulk storage areas for materials not consumed on a daily basis will be enclosed and protected from the elements and contained in a manner to prevent release to the environment. *Petroleum products and fertilizers will be stored at separate facilities or isolated by impermeable barriers. *Hypochlorite and other chlorine compounds will be stored separately from other materials and kept dry. *Areas at the construction site that are used for storage of toxic materials and petroleum products shall be designed with an enclosure, container, or dike located around the perimeter of the storage area to prevent discharge of these materials in runoff from the construction site. These barriers will also function to contain spilled materials from contact with surface runoff. *Measures to prevent spills or leaks of fuel, gear oil, lubricants, antifreeze, and other fluids from construction vehicles and heavy equipment shall be considered to protect groundwater and runoff quality. All equipment maintenance shall be performed in a designated area and measures, such as drip pans, shall be used to contain petroleum products. Spills of construction-related materials, such as paints, solvents, or other fluids and chemicals, shall be cleaned up immediately and disposed of properly. *Concrete trucks and other concrete coated equipment shall be cleaned only in designated concrete washout areas. *Hazardous materials and wastes shall be stored in covered, leak-proof containers. *When fueling must take place onsite, designate an area away from drainage courses to be used. Dedicated fueling areas shall be protected from stormwater run-on and runoff, and shall be a minimum of 50 feet away from drainage courses. The area is to be protected with secondary containment such as berms and dikes. Drop cloths or drain pans can be used to catch spills if necessary. If a small spill does occur, the operator will use absorbent materials to remove as much of the spill as possible. The spent absorbent material will be disposed of properly and promptly. There will be no bulk storage of fuel onsite. *Portable toilets will be located at least 50 feet away from storm sewer inlets. They will be located in level locations, but not in drainage paths, curb and gutter, or on sidewalks or drives. They shall also be stabilized to minimize the risk of tipping over. Downstream perimeter controls shall be installed to prevent leaks from entering the storm sewer system. b.Spill Control Practices. All employees must be trained to recognize “significant spills” based on the relative toxicity of the material. Spills should be cleaned immediately, using as little water as possible to avoid spreading. Stockpiles of cleanup materials should be stored in an easily accessible area. All employees should be notified of the location of the MSDS and the storage location of cleanup material, and should be trained to clean up spills. All construction site personnel must follow spill prevention and control practices as follows: *Designated individuals on the site will receive training on cleanup procedures for various types of chemicals and the location of information and cleanup supplies. The MSDS for a chemical provides information about health hazards, safe handling, use, and control measures. The MSDS for all chemicals used on the site will be kept on the site, and workers will be required to review the MSDS for materials they are working around. *Spills will be cleaned up promptly after discovery, and materials used for spill cleanup must be disposed of offsite at an approved facility. *The designated coordinator and the SWMP administrator will be notified immediately of any spill of a toxic or hazardous material that threatens human health or the environment. The SWMP administrator (or designee) must in turn report the spill to the appropriate federal, state, or local agencies in accordance with applicable regulations. *If a spill occurs, this plan will be reviewed and appropriately revised to incorporate measures to reduce the likelihood of a spill recurring and to improve response time and cleanup effectiveness. *For any construction activities covered by this plan that involve the use of toxic or hazardous substances, onsite spill prevention and cleanup coordination, in the event of a spill, will be the responsibility of the site superintendent. 5.Dedicated Concrete or Asphalt Batch Plants. The use of a concrete or asphalt batch plants are not anticipated; its use will not be permitted under this application. 6.Vehicle Tracking Control. Practices implemented at the site to control potential sediment discharges from vehicle tracking include: *Vehicle Tracking Control (VTC) *Minimizing site access *Graveled parking areas Vehicle access to the site will be minimized through the use of construction and silt fence. Access will only be allowed at the south entrance of the existing Ski Idlewild Road where a Vehicle Tracking Control (VTC) will be installed. A VTC will be provided at the construction trailer for the site and at the designated concrete washout. If construction trailers are established on lots by production staff during the course of home construction, a VTC will be provided. Streets will be scraped, swept, or both, and gutters will be cleaned as necessary and following: *Completion of foundation excavation and backfilling, *Completion of water and sewer connection work, or *Completion of flat work Parking for production staff and sub-contractors will be allowed only on paved or otherwise stabilized areas. During wet weather, vehicle access to lots will be minimized to the extent practical. 7.Waste Management and Disposal. The site shall implement BMPs to control stormwater pollution from site wastes such as building waste (liquid and solid) and concrete wash out activities. a.Construction Waste. Additional provisions of the erosion and sediment control plan relating to waste disposal are as follows: *The contractor shall remove all sediment, mud, and construction debris that may accumulate in the flow lines and public rights-of-way as a result of the site development. This shall be performed in a timely manner. *The contractor shall control sediment, debris, and all other pollutants from entering the storm sewer system as a result of construction operations. *The owner and designated agents shall ensure that all loads of cut and fill material imported or exported from the site shall be properly covered to prevent loss of the material during transport on public rights-of-way. *Blow trash will be picked up and disposed of on building sites as necessary. *Where possible, trash bins will be located at least 50 feet away from storm sewer inlets. They will be located in level locations, but not in drainage paths, curb and gutter, or on sidewalks or drives. Downstream perimeter controls shall be installed to prevent contaminants in stormwater from entering the storm sewer system. 8.Groundwater and Stormwater Dewatering. The dewatering of stormwater to surface waters from excavations is allowed under the general permit (DRPC, 10). The dewatering of groundwater or groundwater mixed with stormwater from excavations will be an allowed non-stormwater discharge providing the following conditions are met: the source water shall not contain pollutants in concentrations exceeding the State groundwater standards in Regulations 5 CCR 1002-41 and 42, proper BMPs are implemented, and these discharges are to the ground and do not leave the site as surface runoff or to surface waters. The contractor shall use an appropriate filter when pumping water from the excavation and discharge in a manner that does not cause erosion or surface runoff. This land application can be accomplished through using an energy dissipater such as spraying over a large portion of land, or discharging onto riprap which drains into a sediment basin or sediment trap. The SWMP must be updated to indicate locations of dewatering land applications. In no case will this water be allowed into flow lines or otherwise enter a storm sewer system. The permittee must apply for coverage under a separate CDPS discharge permit, such as the Construction Dewatering general permit, if there is a potential for discharges to surface waters. 9.BMP Specifications. BMPs shall be implemented, installed, operated, and maintained in accordance with the specifications located in Appendix C. 10.Fugitive Dust and Wind Erosion Controls. Erosion control measures will be used to mitigate erosion caused by wind. Watering exposed, un-vegetated areas with potable water will control fugitive dust during dry and windy conditions. Surface roughening, the use of watering trucks, and the application of bonded fiber matrix to disturbed areas can help reduce fugitive dust and wind erosion while perimeter silt fence will help catch windblown sand and soil. IV.FINAL STABILIZATION AND LONG-TERM STORMWATER MANAGEMENT Final stabilization of the site will occur when all streets, walks, and drives are paved, when all ground surface disturbing activities at the site have been completed, and when a uniform vegetative cover has been established with a density of at least 70 percent of pre-disturbance levels or equivalent permanent physical erosion reduction methods have been employed. Final stabilization practices for obtaining a vegetative cover should include using an approved seed mix. Permanent seeding, sodding, planting, and landscaping of the custom home sites will be the responsibility of the homeowners. These areas will be considered at final stabilization when they have been mulched. Some temporary stormwater controls, such as inlet protection, should remain in place during this phase. Planned structural practices to control pollutants in stormwater discharges that will occur after construction operations have been completed at the site will include final landscaping per the landscape plan, riprap at designated locations, and permanent erosion control blankets along Road A. Non-Structural practices will include coordination with homebuilders as discussed in Section V.A – Practices for Homebuilding. All temporary erosion and sediment control measures shall be removed and disposed within 30 days after final site stabilization is achieved, or after the temporary measures are no longer needed, whichever occurs earliest, or as authorized by the local governing jurisdiction. Trapped sediment and disturbed soil areas resulting from the disposal of temporary measures must be returned to final plan grades and permanently stabilized to prevent further soil erosion. V.INSPECTION AND MAINTENANCE All temporary and permanent erosion and sediment control practices shall be maintained and repaired by the contractor during the construction phases as needed to ensure continued performance of their intended function. All disturbed surface areas are to be stabilized in accordance with the approved SWMP/Erosion Control Plan or approved amendments and shall be reviewed onsite by the SWMP Administrator. The SWMP Administrator, or their representative, shall observe each BMP that is shown on the approved SWMP/Erosion Control Plan or approved amendments. This review shall include completing and signing the “Observation Report” (see Appendix B) for each review date. Any deviations from the approved plan shall be noted on the report. The reviewer shall especially note any BMP that is not in compliance with the approved plan/approved amendments. Deficiencies that are not immediately repairable should be reported to the construction superintendent, the owner, or their designee for instructions on how to proceed. The review shall also include recommended courses of action based on the field review. BMPs shall be reviewed in accordance with the BMP specifications and criteria listed in Appendix C. The CDPS General Permit requires a thorough stormwater management inspection be performed at least every 14 calendar days, and within 24 hours after the end of any precipitation or snowmelt event that causes surface erosion with the following exceptions: Where no construction activities will occur following a storm event, post-storm event inspections shall be conducted prior to re-commencing construction activities, but no later than 72 hours following the storm event. Where snow cover exists over the entire site for an extended period of time, and melting conditions do not pose a risk of surface erosion, the 14-day, monthly, and post-storm event inspections are not required. For sites, or portions of sites, where all construction activities that will result in surface ground disturbance are completed and all activities required for final stabilization, in accordance with this SWMP, have been completed, with the exception of seed that has not occurred due to seasonal conditions or the necessity for additional seed application to augment previous efforts, inspections will be conducted at least once every month and post-storm event inspections will not be required. Following completion of the project, including final re-vegetation and landscaping, the SWMP Administrator will inspect areas that have been seeded and landscaped to ensure that the re-vegetation and landscaping have been successful in establishing uniform ground cover (70% of pre-disturbance cover criteria for re-vegetation). If re-vegetation has not been successful, spot re-vegetation or other remedial actions should be implemented to ensure compliance with the stormwater discharge permit and other applicable regulations. The SWMP Administrator will carry out the inspection. The following inspection guidelines and maintenance practices should be used to conduct walk around field inspections and to maintain erosion and sediment control BMPs: *BMPs shall match the SWMP *BMPs detailed on the SWMP shall be installed *BMPs shall be appropriately applied *BMPs shall be installed correctly *Work practices shall be executed to preserve BMP installations *Inspect for any releases or evidence of possible past offsite releases *All measures shall be maintained in good working order. If a repair is necessary, it shall be initiated within 24 hours of the report *Built up sediment shall be removed from the silt fence when it has reached one-third the height of the fence, or the silt fence is no longer functioning properly *Built up sediment shall be removed from structural BMPs when sediment has reached one half the height of the BMP, or the BMP is no longer functioning properly *Silt fence shall be inspected for depth of sediment, tears, to see if the fabric is securely attached to the fence posts, and to see that the fence posts are firmly in the ground *The sediment basin shall be inspected for depth of sediment, and built up sediment shall be removed before it reaches the basins 50% volume depth and/or at the completion of the project A rain gauge will be required onsite to determine the amount of precipitation received on the site. Its location will be decided onsite, and will be noted on the SWMP plans. VI.REFERENCES 1.Colorado Department of Public Health and Environmental Guidelines, Water Quality Control Division, Denver, Colorado, May 1995. 2.Division Response to Public Comments – Part 2, Stormwater Construction General Permit COR-030000, Colorado Department of Public Heath and Environment, Water Quality Control Division, Denver, Colorado, May 2007. 3.Urban Storm Drainage Criteria Manual, Volume 3, Urban Drainage and Flood Control District, Denver, Colorado, September 1999. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 G P W A S W M P . d w g , S W M P 2 , 8 / 3 0 / 2 0 2 3 9 : 4 4 : 1 9 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F 8675 86 7 5 8 6 7 5 8 6 8 0 8 6 8 5 86 9 0 8685 8 6 8 6 86 7 5 86 7 5 8 6 8 0 86 7 2 8 6 7 2 867 3 8673 86 7 4 86 7 4 86 7 6 86 7 6 867 7 8 6 7 7 8 6 7 8 8678867 8 8 6 7 9 86 8 1 868 1 86 8 1 8682 8 6 8 3 868 4 8670 86708670 8670 8 6 7 0 86 7 0 86 7 0 8 6 7 0 8 6 7 0 8 6 7 0 8 6 7 0 8 6 7 0 867 0 8670 8675 8675 86 7 5 86 7 5 8675 867 5 8675 8675 8680 8680 86 8 0 8680 8680 86 8 0 8680 8680 8680 8680 86 8 0 8685 8685 8685 8685 868 5 8690 8690 8690 86 9 0 8690 8695 8695 8695 8695 8695 8700 8700 8700 8700 8700 8705 8705 8705 8705 8705 8710 8710 8710 8710 8710 8715 8715 8715 8715 8715 872 0 8720 872087208720 87258725 8725 8725 8730 8730 8730 8735 8735 8735 8740 8745 8745 869 5 869 5 8700 87 0 0 8 7 0 0 8 7 0 5 8 7 1 0 8693 8693 869 4 869 4 869 6 869 6 869 7 86 9 7 8698 8 6 9 8 8699 8 6 9 9 8 7 0 1 8 7 0 2 8 7 0 3 8 7 0 4 8 7 0 6 8 7 0 7 8 7 0 8 8 7 0 9 8 7 1 1 8 7 1 2 8 7 1 3 8 7 1 4 8 6 8 7 869 3 8689 86 8 3 8679 > > >> > > > > PLAYGROUND > 8680 8 6 8 5 8685 86 8 5 8 6 8 5 86 8 5 8685 86 8 5 86 8 5 8 6 9 0 8690 8690 869 5 86 9 5 86 9 5 8695 869 5 86 9 5 86 9 5 870 0 8700 8700 87 0 0 8705 87 0 5 870 5 8685 8685 86 9 0 86 9 0 86 8 6 8 6 8 6 8 6 8 6 8686 8686 8686 8 6 8 6 8687 8687 8687 8687 8 6 8 7 8 6 8 8 8688 86 8 8 86 8 9 8689 86898689 86 8 9 86898 6 8 9 8 6 8 9 86 8 9 869 1 86 9 1 8 6 9 2 8692 869 3 8693 8 6 8 5 86 8 5 86 9 0 8 6 9 0 86 8 3 868 3 8 6 8 4 86 8 4 8686 86 8 6 8687 868 7 86 8 7 86 8 7 86 8 8 8 6 8 8 86 8 8 86 8 9 8 6 8 9 86 8 9 8691 869 1 8 6 9 1 86 9 2 8692 8693 86 9 3 8685 8684 8686 86 8 6 86 8 6 86868686 86 8 6 8687 8687 8691 8679 86 8 6 8684 > >> > > > 3.2:1 > > > > > > > > > >> > > > > > > >> > > > >> > > >> > > 8675 868 0 8685 8674 8676 8676 86 7 7 8677 8678 867 8 8679 86 8 1 8682 8683 8684 8686 8 6 8 0 8680 8 6 7 8 8679 868 0 8 6 8 0 86 7 7 867 7 867 8 867 8 867886 7 8 86 7 9 8679 8 6 8 1 8675 8675 867 5 86 8 0 8680 868 0 8 6 8 0 868 0 8680 868086808680 868 5 868 5 8 6 8 5 8685 868 5 868 5 8 6 8 5 8 6 8 5 869 0 8690 8690 8690 8695 8695 OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT E FEATURE/ DETENTION POND 2 DETENTION POND 1 > > > > > > > > > > > > >>>> > >> >>>> > > > > > >>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 8665 8667 8668 866586678666 86 6 6 8664 8663 8665 8666 8667 8668 867 5 8 6 7 0 8 6 7 7 8678 8 6 7 8 8677 867 3 867 2 86 7 1 8 6 6 9 8675 8670 86 7 0 86 7 586 7 8 86 7 8 86 7 7 86 7 4 86 7 3 86 7 2 86 7 1 86 7 6 86788677 8 6 7 8 8676867586 7 4 8 6 7 0 4.3 : 1 3.9 : 1 3 . 8 : 1 3.9 : 1 8677 867 8 867 9 8678 8677 8676 8675 8674 8673 8672 8671 8670 8669 8668 868 0 8679 8677 8678 8676 8675 8671 8678 8677 86798678867886798680 TEMPORARY SEDIMENTATION BASIN 76.10 EX > > > > > > > 8 6 7 6 8 6 7 7 8 6 7 8 8 6 7 9 867 5 86758675 8675 867 5 8 6 8 0 868 0 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 60'120' SCALE 1:60 16 GRADING PLAN OVERALL R Know what's below. Call before you dig. GRADING PLAN NOTES: 1.CONTRACTOR NOTE: ACCESSIBLITY THROUGHOUT THE SITE IS THE RESPONBILITY OF THE CONTRACTOR. THESE PLANS ARE NOT INTENDED TO SHOW EVERY SPOT ELEVATION OF EVERY SQUARE OF CONCRETE. ALL ACCESSIBLE RAMP AND WALK ELEVATIONS MUST BE ADJUSTED TO MATCH THE AS-BUILT ELEVATIONS OF STREET SCURBS, ETC. FIELD ADJUSTMENT IS EXPECTED. CONTACT TKE ENGINEERING WITH ANY AND ALL QUESTIONS RELATED TO ACCESSIBLITY. 2.PRIOR TO POURING ANY BUILDING FOUNDATIONS, THE STREET FLOWLINE AND WALK ELEVATIONS MUST BE SURVEYED AND FOUNDATION ELEVATIONS MUST BE ADJUSTED ACCORDINGLY FOR DRIANAGE AND ACCESSIBLITY. 3.ALL GRADE OUTSIDE OF BUILDING ARE 8" BELOW THE SLAB. 4.EXTERIOR PORCH SLABS STEP DOWN 4" 5.INTERIOR HALLWAYS UTILIZE 4% RAMPS TO GET UP TO BUILDING FFE IN AN ACCESSIBLE MANNER. 6.THERE ARE GRASSY SWALES BETWEEN THE BUILDINGS AND THE BACK OF WALKS THAT WILL DRAIN THROUGH 12" CURB CHASES ONTO THE STREET OR 6" DRAIN PIPES UNDER WALKS TO BYPASS THE STREET. 7.MINOR BUILDING SWALES ARE INTENDED TO BE 1% MINIMUM, ALTHOUGH SOME SWALES WILL BE AS LOT AS 0.7%. THE TYPE "B" SOILS WILL READILY INFILTRATE ANY MINOR PONDING. 8.ALL CURBS ARE MOUNTABLE CURBS UNLESS NOTED OTHERWISE, WITH THE EXCEPTION THAT ALL CURBS IN FRONT OF BUILDINGS ADJACENT TO HEAD-IN PARKING ARE 6" VERTICAL CURBS. 9.THE DEVELOPED PORTION OF THE SITE IS GENERALLY FLAT, AND MOST WALKS WILL BE ACCESSIBLE. PLEASE REFER TO THE SITE PLAN FOR ACCESSIBLE ROUTE LOCATIONS. 10.ALL GARAGE SLABS ARE STEPPED WITH THE GRADE OF THE STREET AS-REQUIRED. STEPS BETWEEN UNITS WILL BE 1.5-3". THE GARAGES THAT BACK INTO THE OLD VICTORY ROAD GRADE WILL HAVE A RAISED REAR WALL TO BE USED AS A RETAINING WALL. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , G R 1 , 8 / 3 0 / 2 0 2 3 9 : 4 4 : 5 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K BUILDING J TYPE I BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F 9+00 10+ 0 0 11+ 0 0 12+00 13+00 P C : 8 + 7 7 . 9 3 P T : 1 0 + 2 0 . 6 9 P C : 1 0 + 7 5 . 6 3 P T : 1 1 + 6 5 . 4 1 86 7 5 86 7 2 8 6 7 2 867 3 8673 86 7 4 86 7 6 8670 8670 8670 8670 8675 8680 8685 8690 8695 8700 87 0 0 52+00 53+00 54+00 55+00 56+00 57+00 PT : 5 4 + 9 5 . 2 9 1 + 0 0 1 + 5 0 2+ 0 0 2+50 3+00 3+50 4+00 4+50 5+00 5+50 BP: 1+ 0 0 . 0 0 PC: 1+ 3 6 . 1 1 PT : 2 + 4 3 . 7 8 PC : 5 + 7 5 . 3 0 DRIVE 4 STA:554.94 DRIVE 4 STA:470.10 DRIVE 4 STA:355.87 DRIVE 4 STA:210.52 DRIVE 4 STA:118.00 DRIVE 4 STA:292.28 DRIVE 4 STA:110.00 82.1 0 81.8 1 81.9 1 81.2 1 80.9 1 78.9 9 77.8 7 76.2 7 75.0 6 75.2 2 81.0 6 78.3 6 94.7 6 95.9 3 98.1 9 1+ 0 0 1 + 5 0 2 + 0 0 2 + 5 0 3+00 3+50 4+ 0 0 4+ 5 0 5+ 0 0 5+ 3 6 BP: 1+00.00 PC: 1+38.00 PT: 1+ 5 5 . 4 1 PI: 2+ 5 6 . 5 4 PI : 3 + 9 0 . 0 3 EP: 5+35.54 1+ 0 0 1 + 5 0 2 + 0 0 2 + 1 5 BP: 1+00.00 PC: 1+16.70 PT: 1+ 3 9 . 6 1 EP: 2+ 1 4 . 9 1 1+ 0 0 1 + 5 0 2+00 2+50 3+00 3+ 5 0 3+ 8 8 BP: 1 + 0 0 . 0 0 PC: 1 + 3 2 . 7 0 PT: 1+45.59 PC: 1+47.70 PT : 2 + 0 5 . 8 2 PC : 2 + 9 0 . 0 3 PT: 3+48.56 EP: 3+88.16 79.6 4 79.3 4 78.6 3 78.3 3 77.0 2 76.7 2 76.1 2 78.3 0 78.6 2 DRIVE 10 STA:113.00 77.7 4 DRIVE 10 STA:375.16 79.2 5 79.8 3 F L > 79.9 0 79.9 0 80.4 0 79.5 8 79.3 2 79.0 7 78.8 9 80.0 0 >>> > > 79.12 FL 78.8 2 F L BOW:82.8TOW:86.8TOW:86.5TOW:86.0TOW:85.4 TOW:85.1 TOW:86.6TOW:86.9TOW:89.0 TOW:91.0 TOW:84.7 TOW:85.2TOW:84.6TOW:84.4 TOW:84.2 TOW:84.0 BOW:82.0BOW:81.4 BOW:81.2 END:87.5END:86.2BOW:85.5BOW:84.7 BOW:85.2 BOW:82.2 BOW:81.2BOW:80.6BOW:80.4 BOW:80.2 BOW:80.0 78.1 5 F L 77.1 6 F L 78.0 0 F L 2 . 0 0 % 74.7 5 76.0 0 79.0 0 76.9 0 77.5 0 78.0 0 77.77 FL 77.9 8 77.9 8 76.8 3 78.4 8 > >>>> > > > > > > > > > > 3.2:1 END:79.9 BOW:82.5 8675 868 0 8674 8676 8676 86 7 7 8677 8678 867 8 8679 868 1 8682 8 6 8 0 8680 8 6 7 8 8679 868 0 8 6 8 0 86 7 7 867 7 867 8 867 8 8678 86 7 8 86 7 9 8679 8 6 8 1 8675 8675 867 5 8 6 8 0 8 6 8 5 8690 869 5 OLD VICT O R Y R D . MOUN T A I N W I L L O W D R PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL MOUNTABLE CURB TYPICAL U.N.O. GARAGE SLABS WILL STEP WITH ROAD VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. MOUNTABLE CURB TYP. U.N.O. RIBBON CURB INSIDE ISLAND TYP.UNO RIBBON CURB 1. 0 0 % 2. 0 0 % 2. 3 2 % 2.00%2.00%2.00% 2.00% 2.00% 2.00% 1.93% 2. 0 0 % 1.00% 2.00% 2.00%2.00% 1. 8 7 % 2 . 0 3 % 2. 0 3 % 1 . 9 6 % 1. 2 0 % 0.69% 2.04%2.02% 0. 9 6 % 0. 7 9 % 1.00% 1.00% 1 . 6 7 % 1 . 0 0 % 1 . 4 4 % 1.00% 1.00% 1.00% 2 . 0 0 % 1 . 0 0 % 1 . 0 0 % 2. 0 0 % 1. 0 0 % 0. 4 7 % DISTURBANCE LIMITS TYPICAL DISTURBANCE LIMITS TYPICAL DISTURBANCE LIMITS TYPICAL TRACT D 80.0 9 F L 79.9 3 F L 79.7 2 F L 84.65 FL 82.00 FL 84.65 FL83.75 FL 85.50 FL 85.13 FL84.60 FL83.71 FL 80.0 8 F L 79.1 5 F L 79.2 6 F L 79.0 3 F L 78.6 9 F L 78.4 9 F L 78.3 7 F L 78.2 5 F L 82.68 FL >>>>>>>>>> > > 3: 1 3: 1 3: 1 3: 1 3: 1 TOW:91.0BOW:87.4 TOW:91.4 BOW:87.4 TOW:90.9BOW:87.6 TOW:84.1BOW:80.8 BOW:88.3TOW:89.1TOW:89.7BOW:88.0 3: 1 3: 1 3: 1 3: 1 3: 1 3: 1 3. 0 : 1 85.13 FL >> > > TOW:90.5BOW:85.9 TOW:89.8BOW:85.9 END:85.5 TOW:87.6BOW:86.2 TOW:87.2TOW:88.8 BOW:86.7BOW:86.1 TOW:84.3BOW:84.0TOW:90.8 BOW:85.8 BOW:85.6 GARAGE SLAB DOOR: 80.40 3 . 4 8 % 1 . 5 7 % 2. 8 3 % 1 . 7 8 % 3 . 6 3 % 1 . 4 7 % 1. 9 8 % 2.9 3 % 2 . 7 8 % 1. 8 3 % 80.1 5 79.3 3 79.3 379.33 79.4 1 79.6 5 80.6 1 79.3 4 78.9 2 79.8 8 79.1 0 GARAGE SLAB DOOR: 80.15GARAGE SLAB DOOR: 79.90GARAGE SLAB DOOR: 79.58 GARAGE SLAB DOOR: 79.33 GARAGE SLAB DOOR: 79.33 85.3 0 85.1 7 84.8 4 85.3 0 86.0 0 85.6 5 85.8 2 84.9 7 78.8 3 F L 78.6 7 2. 5 6 % 78.0 0 6. 8 1 % 78.0 0 77.6 8 75.6 0 F L 77.2 9 78.6 2 77.8 8 77.3 9 4. 9 8 % GARAGE SLAB DOOR: 79.00 GARAGE SLAB DOOR: 78.67 GARAGE SLAB DOOR: 78.33 GARAGE SLAB DOOR: 78.00 79.7 8 2.88% 79.58 79.2 9 0.92% 79.22 79.2 8 7.10% 78.81 80.2 8 3.61% 80.03 80.7 8 2.07% 80.53 CURB C U T > > > 76.6 4 77.5 0 76.4 5 77.7 7 F L 81.4 5 81.7 8 79.4 3 F L 3 . 9 0 % 81.0 9 F L R.C. WALK TO GARAGE 0 . 7 4 % 1. 1 4 % 1. 3 8 % 78.2 5> > GARAGE SLAB DOOR: 80.78 GARAGE SLAB DOOR: 80.28 GARAGE SLAB DOOR: 79.77 GARAGE SLAB DOOR: 79.28 83.6 0 82.7 0 FFE = 84.24 ENTRY -0.90'FFE = 82.74 83.3 4 82.0 0 81.7 1 81.8 6 >>>>>>>>>>> > > > > > > > ENTRY -0.74' ENTRY -0.90' >> >>>>> 82.00 FL81.75 FL 81.48 FL81.07 FL 80.80 FL 79.2 7 F L 81.6 2 81.3 1 83.0 8 82.0 6 82.53 83.47 83.34 83.22 79.62 FL 80.15 FL > FFE = 79.28 ENTRY -0.90' FFE = 80.50 ENTRY -0.90' 78.9 2 81.9 0 81.6 0 81.9 1 81.7 8 78.0 6 78.1 3 78.3 2 78.3 2 78.6 1 78.6 1 78.6 178.6 1 78.6 1 78.6 1 78.6 1 78.6 1 78.6 1 78.6 1 78.6 1 79.2 8 78.6 1 78.6 1 78.6 1 78.4 8 79.7 3 >> > > > > > > > > > > > > > 78.1 1 F L 78.11 FL 77.9 2 F L 77.7 0 F L 77.69 FL 77.9 1 F L 77.32 FL 7 7 . 1 2 F L 76.3 0 F L 76.60 FL 7 7 . 3 2 F L 77.5 6 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 7 7 . 1 2 F L ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL 79.5 4 79 . 8 3 79.8 3 79.8 3 79.8 3 79.8 379.8 3 79.8 3 79.5 4 79.8 3 79.8 3 79.8 3 79.8 3 79.8 3 79.8 3 79.8 3 79.8 3 79.2 8 79.2 0 2.2 6 % 78.6 1 78.7 9 79.1 2 78.1 6 77.6 2 77.4 7 78.1 9 78.3 9 2. 1 7 % 1.00% 80.4 1 80.3 1 79.5 0 79.0 2 79.7 9 80.7 0 80.2 6 80.1 5 80.1 4 79.5 379.7 1 79.3 8 79.4 5 79.7 4 79.35 79.4 7 79.7 279.7 2 79.33 FL 78 . 5 0 F L > > 78.30 FL 78.40 FL 78.5 5 F L 6" PVC @ 2% min. 77.2 4 5 STEPS 76.5 7 76.1 8 76.0 6 75.5 6 75.8 4 77.4 7 77.3 5 77.7 7 77.7 7 77.7 7 77.0 2 76.7 2 77.1 5 5 . 3 3 % 77.7 2 77.6 2 77.3 7 77.62 77.3 1 80.0 0 80.1 680.4 1 80.1 8 79.4 3 79.8 7 80.4 7 81.3 3 81.0 8 81.1 4 81.2 181.0 6 81.2 6 81.2 4 83.0 6 > > MOUNTABLE CURB TYPICAL U.N.O. RIBBON CURB RIBBON CURB MOUNTABLE CURB VC BEHIND ACC. WALK VALLEY PAN VERT. CURB AT RAMP TO CONTAIN DRAINAGE TYP 78.7 8 79.9 1 79.2 4 1.0 0 % VERT. CURB AT RAMP TO CONTAIN DRAINAGE TYP VERT. CURB AT RAMP TO CONTAIN DRAINAGE TYP 77.2 1 76.5 6 75.8 7 77.1 8 77.0 8 77.2 8 F L 77.1 8 F L 76.9 8 78.7 8 78.8 0 78.4 2 F L 1.30% 2.92% 78.8 3 79.0 2 F L 78.9 2 F L 78.7 3 78.6 4 77.3 8 F L M.CURB AT PCR'S TYP.UNO M.CURB AT PCR'S TYP.UNO M.CURB AT PCR'S TYP.UNO 1. 0 0 % 81.6 7 F L 81.4 8 F L 81.2 7 81.4 7 78.58 FL 78.78 FL 1.73% SWALE 2.00% 2. 0 1 % 2. 0 2 % 0. 1 8 % 1. 9 9 % 2. 2 2 % 1. 9 9 % 2.91% 78.8 0 78.3 8 80.2 0 78.5 1 79.6 4 79.9 2 78.4 8 78.0 6 77.9 4 81.4 1 80.8 9 MOUNTABLE CURB TYP. U.N.O. 8668 82.0 7 82.0 7 82.0 7 83.5 7 83.5 7 83.5 7 83.5 7 83.5 7 83.5 7 83.5 7 82.0 7 83.5 782.0 7 82.1 3 82.0 7 82.0 7 82.0 7 82.7 4 82.0 7 82.0 7 81.9 2 81.5 6 81.1 5 83.5 7 82.0 7 83.5 7 > 8725 8726 8725 8726 PROP. RIGHT-OF-WAY LINE G R A D I N G L E G E N D (1"=20') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER PROP. 6" VERT CATCH CURB ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. ROAD CENTERLINE PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. ACCESSIBLE RAMP PROP. DRAINAGE SWALE PROP. RETAINING WALL PROP. EDGE OF SHOULDER EX. 1.5' RIBBON CURB BOUNDARY EXISTING 2' CONTOURS PROPOSED 2' CONTOURS EXTENTS OF PROPOSED GRADING PROP. 2'-8" VALLEY PAN XW XS WM S PROP. 6" VERT SPILL CURB 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 20'40' SCALE 1:20 17 GRADING PLAN R Know what's below. Call before you dig. GRADING PLAN NOTES: 1.CONTRACTOR NOTE: ACCESSIBLITY THROUGHOUT THE SITE IS THE RESPONBILITY OF THE CONTRACTOR. THESE PLANS ARE NOT INTENDED TO SHOW EVERY SPOT ELEVATION OF EVERY SQUARE OF CONCRETE. ALL ACCESSIBLE RAMP AND WALK ELEVATIONS MUST BE ADJUSTED TO MATCH THE AS-BUILT ELEVATIONS OF STREET SCURBS, ETC. FIELD ADJUSTMENT IS EXPECTED. CONTACT TKE ENGINEERING WITH ANY AND ALL QUESTIONS RELATED TO ACCESSIBLITY. 2.PRIOR TO POURING ANY BUILDING FOUNDATIONS, THE STREET FLOWLINE AND WALK ELEVATIONS MUST BE SURVEYED AND FOUNDATION ELEVATIONS MUST BE ADJUSTED ACCORDINGLY FOR DRIANAGE AND ACCESSIBLITY. 3.ALL GRADE OUTSIDE OF BUILDING ARE 8" BELOW THE SLAB. 4.EXTERIOR PORCH SLABS STEP DOWN 4" 5.INTERIOR HALLWAYS UTILIZE 4% RAMPS TO GET UP TO BUILDING FFE IN AN ACCESSIBLE MANNER. 6.THERE ARE GRASSY SWALES BETWEEN THE BUILDINGS AND THE BACK OF WALKS THAT WILL DRAIN THROUGH 12" CURB CHASES ONTO THE STREET OR 6" DRAIN PIPES UNDER WALKS TO BYPASS THE STREET. 7.MINOR BUILDING SWALES ARE INTENDED TO BE 1% MINIMUM, ALTHOUGH SOME SWALES WILL BE AS LOT AS 0.7%. THE TYPE "B" SOILS WILL READILY INFILTRATE ANY MINOR PONDING. 8.ALL CURBS ARE MOUNTABLE CURBS UNLESS NOTED OTHERWISE, WITH THE EXCEPTION THAT ALL CURBS IN FRONT OF BUILDINGS ADJACENT TO HEAD-IN PARKING ARE 6" VERTICAL CURBS. 9.THE DEVELOPED PORTION OF THE SITE IS GENERALLY FLAT, AND MOST WALKS WILL BE ACCESSIBLE. PLEASE REFER TO THE SITE PLAN FOR ACCESSIBLE ROUTE LOCATIONS. 10.ALL GARAGE SLABS ARE STEPPED WITH THE GRADE OF THE STREET AS-REQUIRED. STEPS BETWEEN UNITS WILL BE 1.5-3". THE GARAGES THAT BACK INTO THE OLD VICTORY ROAD GRADE WILL HAVE A RAISED REAR WALL TO BE USED AS A RETAINING WALL. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , G R 2 , 8 / 3 0 / 2 0 2 3 9 : 4 5 : 0 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K > 8725 8726 8725 8726 PROP. RIGHT-OF-WAY LINE G R A D I N G L E G E N D (1"=20') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER PROP. 6" VERT CATCH CURB ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. ROAD CENTERLINE PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. ACCESSIBLE RAMP PROP. DRAINAGE SWALE PROP. RETAINING WALL PROP. EDGE OF SHOULDER EX. 1.5' RIBBON CURB BOUNDARY EXISTING 2' CONTOURS PROPOSED 2' CONTOURS EXTENTS OF PROPOSED GRADING PROP. 2'-8" VALLEY PAN XW XS WM S PROP. 6" VERT SPILL CURB OLD VICTORY RD. BUILDING G TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II G A R A G E G GARAGE H GARAGE F 12+00 13+00 16 + 0 0 17+00 PC : 1 6 + 4 2 . 9 3 8 6 8 0 86 7 2 8 6 7 2 8673 8 6 7 7 8 6 7 8 8678 867 8 8 6 7 9 8675 8680 8680 8685 8685 8690 8690 8695 8693 8693 869 4 55+00 56+00 57+00 58+00 59+00 60+00 PT : 5 4 + 9 5 . 2 9 93.4 ME 3+50 4+00 4+50 5+00 5+50 6 + 0 0 6 + 5 0 7 + 0 0 7+50 8+00 8+50 9+00 PC : 5 + 7 5 . 3 0 PT: 6 + 0 5 . 9 9 PC: 6 + 9 7 . 6 3 PT : 7 + 5 9 . 0 0 PC : 8 + 8 2 . 0 3 DRIVE 4 STA:824.33 DRIVE 4 STA:554.94 DRIVE 4 STA:470.10 DRIVE 4 STA:355.87 91.4 4 92.1 9 90.1 0 93.1 ME 92.5 6 91.1 8 90.4 7 83.1 4 1+ 0 0 1+ 5 0 1+ 9 3 BP: 1+00.00 EP: 1+92.59 4.68% 2. 2 1 % 1. 9 6 % 6.03% 6.0 7 % PLAYGROUND 86 9 0 8 6 9 0 8687 868 7 8 6 8 7 86 8 8 8 6 8 8 86 8 9 8 6 8 9 8691 869 1 8 6 9 1 8 6 9 2 8692 8693 86 9 3 82.1 0 81.8 1 81.9 1 83.5 5 81.2 1 80.9 1 78.9 9 81.0 6 94.7 6 95.9 3 98.1 9 1+ 0 0 1 + 5 0 2 + 0 0 2 + 5 0 3+00 3+50 4+ 0 0 4+ 5 0 5+ 0 0 5+ 3 6 BP: 1+00.00 PC: 1+38.00 PT: 1+ 5 5 . 4 1 PI: 2+ 5 6 . 5 4 PI : 3 + 9 0 . 0 3 EP: 5+35.54 3+00 3+ 5 0 3+ 8 8 PC : 2 + 9 0 . 0 3 PT: 3+48.56 EP: 3+88.16 79.6 4 79.3 4 78.6 3 78.3 3 DRIVE 10 STA:375.16 79.2 5 79.8 3 F L > 79.9 0 80.4 0 80.0 0 >>> > > BOW:82.8TOW:86.8TOW:86.5TOW:86.0TOW:85.4 TOW:85.1 BOW:82.0BOW:81.4 BOW:81.2 END:87.5END:86.2 78.1 5 F L 77.1 6 F L 78.0 0 F L 2 . 0 0 % 74.7 5 76.0 0 79.0 0 76.9 0 77.5 0 78.0 0 83.9 1 77.77 FL 77.9 8 77.9 8 BOW:82.5 END:87.8 5.2 1 % 868 0 8685 8679 868 1 8682 8683 8684 8686 8 6 8 0 8680 868 0 8 6 8 0 86 7 7 867 7 867 8 867 8 8678 86 7 8 86 7 9 8679 8 6 8 1 8675 8675 86 8 0 8680 868 0 868 0 8680 8680 8680 868 5 868 5 8685 868 5 869 0 8690 PROPOSED RETAINING WALL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICALACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. RIBBON CURB INSIDE ISLAND TYP.UNO RIBBON CURB MOUNTABLE CURB TYP. U.N.O. 2. 0 0 % 2. 2 4 % 2. 0 2 % 2. 0 0 % 1.97% 2.03% 1.00 % 2.00 % 2.00 % 1. 0 0 % 2. 0 0 % 2. 3 2 % 2.00%2.00%2.00% 2.00% 2.00% 2.00% 1.93% 2. 0 0 % 1. 2 0 % 1.00% 1.00% 1.00% 2 . 0 0 % 1 . 0 0 % 1 . 0 0 % 2. 0 0 % 1. 0 0 % 0. 4 7 % 1. 0 0 % 2. 0 0 % 1. 0 0 % 5. 0 9 % DISTURBANCE LIMITS TYPICAL DISTURBANCE LIMITS TYPICAL DISTURBANCE LIMITS TYPICAL TRACT D TRACT E 77.2 0 F L 79.1 5 80.0 0 77.6 7 F L 80.0 9 F L 79.9 3 F L 79.7 2 F L 84.65 FL 82.00 FL 85.50 FL 85.13 FL 81.9 6 F L 82.2 8 F L 82.4 9 F L 82.6 2 F L 82.68 FL >> 3: 1 3: 1 3: 1 3: 1 3: 1 TOW:91.0BOW:87.4 TOW:91.4 BOW:87.4 TOW:90.9BOW:87.6 TOW:84.1BOW:80.8 BOW:88.3TOW:89.1TOW:89.7BOW:88.0 3: 1 > > > > > > > > GARAGE SLAB DOOR: 80.40 1 . 5 7 % 2. 8 3 % 1 . 7 8 % 3 . 6 3 % 80.1 5 79.6 5 80.6 1 79.8 8 GARAGE SLAB DOOR: 80.15GARAGE SLAB DOOR: 79.90 86.0 0 85.6 5 85.8 2 78.8 3 F L 78.6 7 2. 5 6 % 78.0 0 6. 8 1 % 78.0 0 77.6 8 78.6 2 77.8 8 77.3 9 4. 9 8 % GARAGE SLAB DOOR: 79.00 GARAGE SLAB DOOR: 78.67 GARAGE SLAB DOOR: 78.33 GARAGE SLAB DOOR: 78.00 78.9 4 84.1 0 82.4 9 80.7 0 79.7 8 2.88% 79.58 79.2 9 0.92% 79.22 79.2 8 7.10% 78.81 80.2 8 3.61% 80.03 80.7 8 2.07% 80.53 CURB C U T > > > 77.7 7 F L 81.4 5 81.7 8 79.4 3 F L 3 . 9 0 % 81.0 9 F L R.C. WALK TO GARAGE 0 . 7 4 % 1. 1 4 % 1. 3 8 % 78.2 5> > GARAGE SLAB DOOR: 80.78 GARAGE SLAB DOOR: 80.28 GARAGE SLAB DOOR: 79.77 GARAGE SLAB DOOR: 79.28 83.7 2 83.6 0 82.7 0 FFE = 84.24 ENTRY -0.90'FFE = 82.74 83.3 4 82.0 0 81.7 1 81.8 6 > > > > > > >>>>>>>>>>> > > > > > > > ENTRY -0.74' ENTRY -0.90' >> >>>>> 82.00 FL81.75 FL 81.48 FL81.07 FL 80.80 FL 79.2 7 F L 81.6 2 81.3 1 83.0 8 82.0 6 82.53 83.48 83.47 83.34 83.22 79.62 FL 80.15 FL 85.8 8 85.8 7 85.1 6 85.3 7 85.2 7 85.0 1 85.7 8 84.4 3 84.0 5 0.04 % 1.64 % 0.00 % 3.84 % 20.84% 1.74 % 2.00 % FFE = 85.17 ENTRY -0.90' 83.6 7 83.5 4 > > > FFE = 87.01 ENTRY -0.90' 86.1 1 86.1 1 84.6 1 84.6 1 86.0 0 84.2 9 84.3 0 FFE = 85.51 ENTRY -0.90' 86.3 4 86.3 4 86.3 4 86.3 4 84.8 4 84.8 4 84.8 4 86.3 4 > > > > > > 85.4 9 F L 85.29 FL 85.14 FL 84.50 FL 84.0 6 F L 85 . 8 4 F L 4" PVC @ 2% min. 6" PVC @ 2% min. 86.04 83.9 1 84.5 7 85.1 4 86.23 86.4 6 86.7 0 86.6 0 85.5 5 84.5 0 84.5 0 84.5 0 84.5 0 84.1 5 84.4 9 84.8 7 84.2 7 84.2 7 84.5 0 84.5 0 84.5 0 84.5 0 84.5 0 84.5 0 84.2 7 84.5 0 84.5 0 84.5 0 84.5 0 > > > > > > > > > 83.2 9 F L 83.1 5 F L 83.02 FL 82.88 FL 82.6 1 F L 83.6 3 F L 83.49 FL 83.7 7 F L 84.00 FL 6" PVC @ 2% min. 6" PVC @ 2% min. 85.4 4 85.4 4 FFE = 79.28 ENTRY -0.90' FFE = 80.15 ENTRY -0.90' 78.9 2 79.1 9 79.1 9 79.1 1 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 79.4 8 > > > > > > > > > > > > > > > 77.7 6 F L 78 . 0 0 F L 78 . 2 0 F L 78.72 FL 78.86 FL 78.98 FL 78.98 FL 78.8 6 F L 78.7 3 F L 78 . 1 0 F L 77 . 9 0 F L 78.3 5 F L 79.2 4 78.7 8 78.7 6 80.9 5 82.1 6 81.9 0 81.6 0 81.9 1 81.7 8 82.9 8 82.1 3 82.7 7 83.4 4 83.4 5 82.6 7 1 STEP 6 STEPS 78.0 6 78.1 3 78.3 2 78.3 2 78.6 1 78.6 1 78.6 178.6 1 78.6 1 78.6 1 78.6 1 78.6 1 78.6 1 78.6 1 78.6 1 79.2 8 78.6 1 78.6 1 78.6 1 78.4 8 79.7 3 >> > > > > > > > > > > > > 78.1 1 F L 78.11 FL 77.9 2 F L 77.7 0 F L 77.69 FL 77.9 1 F L 7 7 . 3 2 F L 7 7 . 1 2 F L 76.60 FL 7 7 . 3 2 F L 77.5 6 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 7 7 . 1 2 F L ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL 80.4 1 80.3 1 79.7 9 80.7 0 80.2 6 80.1 5 80.1 4 79.5 379.7 1 79.3 8 79.4 5 79.7 4 80.0 0 80.1 680.4 1 80.1 8 79.4 3 79.8 7 80.4 7 81.3 3 81.0 8 81.1 4 81.2 181.0 6 81.2 6 81.2 4 80.8 6 83.0 6 93.1 3 92.5 9 93.4 8 93.2 3 93.2 6 93.1 3 93.2 9 92.7 0 92.5 2 92.3 0 92.3 7 92.6 4 92.8 0 92.7 1 92.8 2 92.7 8 92.6 0 93.1 0 > > RIBBON CURB MOUNTABLE CURB VC BEHIND ACC. WALK VALLEY PAN VERT. CURB AT RAMP TO CONTAIN DRAINAGE TYP VERT. CURB AT RAMP TO CONTAIN DRAINAGE TYP 77.2 8 F L 78.7 8 78.8 0 78.4 2 F L ACCESSIBLE RAMP TYPICAL 77.3 8 F L M.CURB AT PCR'S TYP.UNO M.CURB AT PCR'S TYP.UNO 1. 0 0 % 81.6 7 F L 81.4 8 F L 81.2 7 81.4 7 78.58 FL 78.78 FL 1.73% 6" PVC @ 2% min. SWALE 2.00% 2. 0 1 % 2. 0 2 % 0. 1 8 % 1. 9 9 % 2. 2 2 % 1. 9 9 % 2.91% 78.8 0 78.3 8 80.2 0 78.5 1 79.6 4 79.9 2 78.4 8 78.0 6 77.9 4 81.4 1 80.8 9 MOUNTABLE CURB TYP. U.N.O. MOUNTABLE CURB TYP. U.N.O. RIBBON CURB 92.9 7 82.0 7 82.0 7 82.0 7 83.5 7 83.5 7 83.5 7 83.5 7 83.5 7 83.5 7 83.5 7 82.0 7 83.5 782.0 7 82.1 3 82.0 7 82.0 7 82.0 7 82.7 4 82.0 7 82.0 7 81.9 2 81.5 6 81.1 5 83.5 7 82.0 7 83.5 7 TOW:80.7 BOW:78.8 BOW:78.7TOW:80.2 77.5 7 F L 77.3 4 F L 76.9 0 F L 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 20'40' SCALE 1:20 18 GRADING PLAN R Know what's below. Call before you dig. GRADING PLAN NOTES: 1.CONTRACTOR NOTE: ACCESSIBLITY THROUGHOUT THE SITE IS THE RESPONBILITY OF THE CONTRACTOR. THESE PLANS ARE NOT INTENDED TO SHOW EVERY SPOT ELEVATION OF EVERY SQUARE OF CONCRETE. ALL ACCESSIBLE RAMP AND WALK ELEVATIONS MUST BE ADJUSTED TO MATCH THE AS-BUILT ELEVATIONS OF STREET SCURBS, ETC. FIELD ADJUSTMENT IS EXPECTED. CONTACT TKE ENGINEERING WITH ANY AND ALL QUESTIONS RELATED TO ACCESSIBLITY. 2.PRIOR TO POURING ANY BUILDING FOUNDATIONS, THE STREET FLOWLINE AND WALK ELEVATIONS MUST BE SURVEYED AND FOUNDATION ELEVATIONS MUST BE ADJUSTED ACCORDINGLY FOR DRIANAGE AND ACCESSIBLITY. 3.ALL GRADE OUTSIDE OF BUILDING ARE 8" BELOW THE SLAB. 4.EXTERIOR PORCH SLABS STEP DOWN 4" 5.INTERIOR HALLWAYS UTILIZE 4% RAMPS TO GET UP TO BUILDING FFE IN AN ACCESSIBLE MANNER. 6.THERE ARE GRASSY SWALES BETWEEN THE BUILDINGS AND THE BACK OF WALKS THAT WILL DRAIN THROUGH 12" CURB CHASES ONTO THE STREET OR 6" DRAIN PIPES UNDER WALKS TO BYPASS THE STREET. 7.MINOR BUILDING SWALES ARE INTENDED TO BE 1% MINIMUM, ALTHOUGH SOME SWALES WILL BE AS LOT AS 0.7%. THE TYPE "B" SOILS WILL READILY INFILTRATE ANY MINOR PONDING. 8.ALL CURBS ARE MOUNTABLE CURBS UNLESS NOTED OTHERWISE, WITH THE EXCEPTION THAT ALL CURBS IN FRONT OF BUILDINGS ADJACENT TO HEAD-IN PARKING ARE 6" VERTICAL CURBS. 9.THE DEVELOPED PORTION OF THE SITE IS GENERALLY FLAT, AND MOST WALKS WILL BE ACCESSIBLE. PLEASE REFER TO THE SITE PLAN FOR ACCESSIBLE ROUTE LOCATIONS. 10.ALL GARAGE SLABS ARE STEPPED WITH THE GRADE OF THE STREET AS-REQUIRED. STEPS BETWEEN UNITS WILL BE 1.5-3". THE GARAGES THAT BACK INTO THE OLD VICTORY ROAD GRADE WILL HAVE A RAISED REAR WALL TO BE USED AS A RETAINING WALL. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , G R 3 , 8 / 3 0 / 2 0 2 3 9 : 4 5 : 2 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K > 8725 8726 8725 8726 PROP. RIGHT-OF-WAY LINE G R A D I N G L E G E N D (1"=20') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER PROP. 6" VERT CATCH CURB ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. ROAD CENTERLINE PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. ACCESSIBLE RAMP PROP. DRAINAGE SWALE PROP. RETAINING WALL PROP. EDGE OF SHOULDER EX. 1.5' RIBBON CURB BOUNDARY EXISTING 2' CONTOURS PROPOSED 2' CONTOURS EXTENTS OF PROPOSED GRADING PROP. 2'-8" VALLEY PAN XW XS WM S PROP. 6" VERT SPILL CURB OLD VICTORY RD. GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE E BUILDING F TYPE II BUILDING G TYPE I BUILDING E TYPE I 0+ 0 0 1+ 0 0 2+ 0 0 3 + 0 0 4 + 0 0 PC: 2+70.48 PT: 3+81. 0 4 PC: 4+27. 6 8 17+00 18+00 19+00 20+0 0 P T : 1 9 + 2 2 . 6 7 AMERICAN WILLOW DRIVE STA:11.52 86 9 0 8 6 8 0 8 6 7 9 86 8 1 868 1 868 1 8682 8 6 8 3 8685 8690 8695 869 5 8 7 0 0 869 4 869 6 86 9 7 8 6 9 8 8 6 9 9 8 7 0 1 1+00 1+50 2+00 2+50 BP : 1 + 0 0 . 0 0 PI : 1 + 1 3 . 0 9 PI : 2 + 3 1 . 5 7 PI : 2 + 5 5 . 5 7 89.3 3 DRIVE 1 STA:255.57 4. 0 3 % 89.94 60+00 61+00 62+00 63+00 64+00 PC : 6 4 + 6 4 . 8 5 93.4 ME 84.9 0 8+00 8+50 9+00 9+ 5 0 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 12+00 12+50 1 3 + 0 0 1 3 + 5 0 14 + 0 0 14 + 5 0 15 + 0 0 15+50 16+0016+5017+0017+43 PC : 8 + 8 2 . 0 3 PT: 9 + 6 8 . 0 6 PC: 1 1 + 4 8 . 8 5 P T : 1 1 + 7 7 . 2 9 P C : 1 2 + 5 6 . 6 5 PT: 1 3 + 0 8 . 9 9 PC: 1 3 + 5 0 . 6 4 PT: 13 + 9 5 . 4 4 PC: 1 5 + 1 5 . 2 7 PT : 1 5 + 6 2 . 2 2 EP : 1 7 + 4 3 . 0 6 DRIVE 4 STA:1340.53 DRIVE 4 STA:1371.21 DRIVE 4 STA:1033.12 DRIVE 4 STA:824.33 DRIVE 5 STA:100.00 83.9 M E 87.9 6 84.0 8 83.8 5 85.5 3 84.2 8 85.9 3 86.2 3 87.4 3 87.4 9 85.3 9 85.0 6 83.5 9 83.4 9 83.83 82.5 2 83.4 4 83.98 91.4 4 92.1 9 90.1 0 93.1 ME 92.5 6 91.1 8 86.9 2 86.0 8 86.3 9 8 9 . 7 6 F L 3. 2 : 1 3. 1 : 1 3. 6 : 1 3. 2 : 1 4. 6 : 1 3. 8 : 1 1+00 1+50 2+00 2+50 2+95BP : 1 + 0 0 . 0 0 EP : 2 + 9 5 . 2 5 DRIVE 5 STA:279.73 87.99 FL 85.4 2 F L > > > > 82.8 M E 82.9 9 89.5 4 89.3 3 84.9 3 1+ 0 0 1+ 5 0 1+ 9 3 BP: 1+00.00 EP: 1+92.59 0.1 5 % 2.0 0 % 1.0 2 % 2. 0 3 % 1 . 0 0 % 1.0 4 % 1.00% 1.0 0 % 1.0 0 % 2.0 0 % 2.3 4 % 5.1 9 % 4.68% 2. 2 1 % 1. 9 6 % 1.65% 1.01%1.02%1.86% 4.27% 0.99% 82.3 0 PLAYGROUND 8687 8 6 8 8 86 8 9 8 6 8 5 86 8 5 8 6 9 0 86 8 3 868 3 8 6 8 4 86 8 4 8686 86 8 6 8 6 8 7 86 8 7 8 6 8 8 86 8 8 8 6 8 9 86 8 9 869 1 8 6 9 1 8 6 9 2 86 9 3 868 5 8684 8686 86 8 6 86 8 6 8686 8686 868 6 8687 8687 8679 86 8 6 8684 3. 3 3 % 4.9 3 % 4. 1 2 % DRIVE 4 STA:940.37 5.2 1 % 868 0 8680 8680 8680 8680 868 5 868 5 8 6 8 5 8 6 8 5 869 0 8690 8690 8695 ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. RIBBON CURB INSIDE CIRCLE PARKING TYP. MOUNTABLE CURB TYP. U.N.O. VERTICAL CURB AT PARKING FRONT TYP. 2.00% 2.35% 1. 9 7 % 1.00% 2.00% 2.00% 1. 1 3 % 2. 0 0 % 2. 0 0 % 2. 0 0 % 2. 5 3 % 2. 0 0 % 4. 5 6 % 4. 3 2 % 1.00 % 2.00 % 2.00 % 2. 0 0 % 2. 2 4 % 1.97% 2.03% DISTURBANCE LIMITS TYPICAL TRACT B TRACT C 77.2 0 F L 79.1 5 77.6 7 F L 86.3 2 86.1 0 86.2 7 86.5 6 86.7 3 86.9 8 85.4 2 85.0 2 84.6 2 84.2 283.95 5. 9 8 % 6. 1 5 % 1. 2 8 % 4. 1 5 % 4. 0 8 % 5. 3 0 % 5. 0 7 % 3. 2 7 % 8. 7 6 % GARAGE SLAB DOOR: 87.15 GARAGE SLAB DOOR: 85.65 GARAGE SLAB DOOR: 86.90 GARAGE SLAB DOOR: 85.40 GARAGE SLAB DOOR: 86.65 GARAGE SLAB DOOR: 84.90 GARAGE SLAB DOOR: 86.40 GARAGE SLAB DOOR: 84.40 5 . 1 3 % 84.8 5 F L 88.0187.7 4 87.3 7 87.1 2 86.9 8 86.7 4 86.4686.4 6 2. 3 4 % 3. 3 9 % 3. 5 0 % 5. 5 8 % 0. 0 9 % 5. 4 3 % 6. 7 3 % 3. 3 3 % 4. 4 7 % 6. 0 1 % 6. 0 2 % 6. 0 2 % GARAGE SLAB DOOR: 88.40 GARAGE SLAB DOOR: 88.40 GARAGE SLAB DOOR: 88.40 > > > > > > GARAGE SLAB DOOR: 87.60 GARAGE SLAB DOOR: 87.60GARAGE SLAB DOOR: 87.60 >>>>>>>>>88.49 FL87.47 FL 87.96 FL 87.54 FL 87.96 FL 87.6 1 F L RAISED FND WALL (SIDE/REAR) +1.5'RAISED FND WALL (SIDE/REAR) +2.0' 87.2 2 87.6 9 87.7 8 87.48 FL 87.0 0 87.2 7 F L 87.6 5 > > >>> TO INLETCURB CUT > > > > > > > > 91.78 92.02 91.96 92.19 > > 88.8 9 88.8 9 F L 89.0 6 89.3 5 89.0 5 89.3 7 F L 89.5 4 89.62 FL 90.8 290.40 FL 84.8 9 FFE = 86.12 ENTRY -0.90' > > > > > > > > > > > > > > > > > > > > > > > 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 84.7 0 84.4 6 84.9 0 84.9 0 84.8 0 F L 84.9 5 F L 84.5 3 F L 84.1 3 F L 83.75 FL 83.5 0 F L 85.3 5 85.2 2 85.2 2 > > > > 84.9 5 F L 8 4 . 3 7 F L 8 4 . 1 2 F L 83.6 0 F L 83.3 5 F L > > > >>80.5 8 F L > > > > > > > > > > > 89.6 7 RIBBON CURB EDGE AT THIS PCR FOR ACCESSIBILITY & DRAINAGE 6" PVC @ 2% min.6" PVC @ 2% min. 6" PVC @ 2% min. FFE = 89.50 ENTRY -0.90' 88.6 0 88.2 3 88.6 0 88.3 9 87.1 0 87.1 0 87.1 0 88.6 0 84.3 4 84.4 5 86.7 0 86.8 7 FFE = 88.00 ENTRY -0.90' 3.9:1 CURB CUT 88.8 3 88.8 3 88.8 3 88.8 3 88.8 3 87.3 3 87.3 3 87.3 3 88.0 0 87.7 7 87.3 3 87.3 3 87.3 3 87.3 3 88.8 3 88.8 3 88.8 3 88.8 3 88.8 3 87.3 3 M.C. M.C. BOW:82.1TOW:84.0 BOW:83.0TOW:84.6 3 . 0 : 1 86.1 1 86.2 0 86.3 3 86.2 2 86.0 9 86.0 7 85.72 FL 1 . 0 0 % 1 . 0 0 % 1 . 7 3 % RIBBON CURB EDGE THIS PCR 85.4 9 F L 85.6 1 F L 6" PVC @ 2% min. >> 85.89 FL 86.12 FL 6" PVC @ 2% min. 88.6 5 1 STEP 86.2 5 F L 86.4 6 F L 87.65 FL 87 . 3 7 F L 88.05 FL 87.8 5 F L > > >88.17 FL 88.38 FL 88.61 FL 88.52 FL > > > > > > 86 . 6 6 F L > > > > > 86 . 8 5 F L SIDEWALK CHASE 6" PVC @ 2% min. 6" PVC @ 2% min. > > > > > > > 88 . 2 0 F L 86.7 0 F L 86 . 0 0 F L 85 . 8 0 F L FFE = 87.01 ENTRY -0.90' 86.1 1 84.6 1 86.1 1 84.6 1 84.6 1 86.0 0 84.2 9 84.3 0 85.8 9 85.6 9 84.3 9 84.3 1 FFE = 85.51 ENTRY -0.90' 86.3 4 86.3 4 86.3 4 86.3 4 86.3 4 84.8 4 84.8 4 84.8 4 84.8 4 84.8 4 84.8 4 84.8 4 84.8 4 84.8 4 86.3 4 > > > > > > > > > > > > > > 85.4 9 F L 85.29 FL 85.14 FL 84.50 FL 84.0 6 F L 85. 8 4 F L 85. 8 4 F L 85.2 8 F L 84.3 4 F L 84. 0 9 F L 83. 8 9 F L 82.60 FL 4" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 2.9 1 % 1.51% 2.86% CURB CUT & SIDEWALK CHASE. 2.00 % VERTICAL CURB SPILL M.CURB BEFORE PARKING SPILL PAN BEFORE PARKING RIBBON CURB ACCESSIBLE RAMP TYPICAL 85.0 3 84.1 9 83.3 5 83.0 0 F L 83.8 9 86.04 83.4 1 82.0 1 F L 83.9 1 84.5 7 85.1 4 86.1 6 F L 86.23 86.4 6 86.7 0 86.7 0 86.2 1 86.6 0 86.5 6 86.1 1 86.5 6 85.5 5 84.4 9 84.8 7 > > 83.2 9 F L 83.1 5 F L 83.02 FL 82.6 1 F L 85.4 4 85.4 4 83.6 5 83.3 5 84.0 5 84.9 3 85.2 5 85.5 8 85.3 3 85.9 4 85.5 3 85.7 4 86.0 9 86.4 9 85.9 7 88.7 588.10 88.1 9 88.31 88.6 6 85.2 2 83.6 6 F L 83.99 FL 83.2 0 F L 83.4 1 F L 84.06 84.38 84.36 84.83 84.96 84.7 9 84.33 87.9 3 87.7 3 86.6 8 86.4 9 86.6 7 86.6 4 86.3 0 85.7 9 86.0 6 87.6 2 87.2 7 87.3 7 87.4 7 89.4 0 F L 88.9 4 F L 88.4 6 F L 90.40 FL 88.9 8 F L 88.3 9 F L 89.5 4 89.1 1 89.5 1 88.7 3 88.8 9 90.0 0 89.31 90.6990.7 7 89.39 93.1 3 92.5 9 93.4 8 93.2 3 93.2 6 93.1 3 93.2 9 92.7 0 92.5 2 92.3 0 92.3 7 92.6 4 92.8 0 92.6 0 93.1 0 VERT. CURB AT RAMP TO CONTAIN DRAINAGE TYP M.CURB AT PCR'S TYP.UNO M.CURB AT PCR'S TYP.UNO 1.00 % 84.0 5 84.25 FL 84.05 FL 83.8 5 83.3 8 82.2 7 84.2 6 84.2 4 84.4 4 84.64 FL 84.44 FL 85.3 4 85.6 1 87.2 9 88.2 1 88.4 4 88.4 6 88.6 4 88.7 3 88.7 6 88.7 8 88.6 9 85.9 0 88.98 88.98 89.00 89.0089.0088.98 2 . 0 0 % 2.00% 1.00% 2.00% 2.00% 2 . 0 0 % 2 . 0 0 % 2 . 0 0 % 2.00 % 1.00 % 2.00 % 1.9 0 % 1.0 9 % 0.1 4 % 1. 9 8 % 2 . 0 0 % 2 . 0 0 % 2 . 0 0 % 2 . 0 0 % 1.00% 86.39 FL 86.1 9 86.3 9 86.59 FL 91.7 2 82.7 7 82.7 8 81.9 6 83.1 7 82.4 7 83.4 0 82.7 0 83.1 7 82.4 7 82.7 4 82.0 4 TOW:80.7 BOW:78.8 BOW:78.7TOW:80.2 77.5 7 F L 77.3 4 F L 78.0 9 F L 79.0 0 F L 76.9 0 F L 85.4 4 85.0 3 85.4 5 85.4 5 3.61%4.41% 3.73 % 1. 8 0 % 85.4 3 85.6 6 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 20'40' SCALE 1:20 19 GRADING PLAN R Know what's below. Call before you dig. GRADING PLAN NOTES: 1.CONTRACTOR NOTE: ACCESSIBLITY THROUGHOUT THE SITE IS THE RESPONBILITY OF THE CONTRACTOR. THESE PLANS ARE NOT INTENDED TO SHOW EVERY SPOT ELEVATION OF EVERY SQUARE OF CONCRETE. ALL ACCESSIBLE RAMP AND WALK ELEVATIONS MUST BE ADJUSTED TO MATCH THE AS-BUILT ELEVATIONS OF STREET SCURBS, ETC. FIELD ADJUSTMENT IS EXPECTED. CONTACT TKE ENGINEERING WITH ANY AND ALL QUESTIONS RELATED TO ACCESSIBLITY. 2.PRIOR TO POURING ANY BUILDING FOUNDATIONS, THE STREET FLOWLINE AND WALK ELEVATIONS MUST BE SURVEYED AND FOUNDATION ELEVATIONS MUST BE ADJUSTED ACCORDINGLY FOR DRIANAGE AND ACCESSIBLITY. 3.ALL GRADE OUTSIDE OF BUILDING ARE 8" BELOW THE SLAB. 4.EXTERIOR PORCH SLABS STEP DOWN 4" 5.INTERIOR HALLWAYS UTILIZE 4% RAMPS TO GET UP TO BUILDING FFE IN AN ACCESSIBLE MANNER. 6.THERE ARE GRASSY SWALES BETWEEN THE BUILDINGS AND THE BACK OF WALKS THAT WILL DRAIN THROUGH 12" CURB CHASES ONTO THE STREET OR 6" DRAIN PIPES UNDER WALKS TO BYPASS THE STREET. 7.MINOR BUILDING SWALES ARE INTENDED TO BE 1% MINIMUM, ALTHOUGH SOME SWALES WILL BE AS LOT AS 0.7%. THE TYPE "B" SOILS WILL READILY INFILTRATE ANY MINOR PONDING. 8.ALL CURBS ARE MOUNTABLE CURBS UNLESS NOTED OTHERWISE, WITH THE EXCEPTION THAT ALL CURBS IN FRONT OF BUILDINGS ADJACENT TO HEAD-IN PARKING ARE 6" VERTICAL CURBS. 9.THE DEVELOPED PORTION OF THE SITE IS GENERALLY FLAT, AND MOST WALKS WILL BE ACCESSIBLE. PLEASE REFER TO THE SITE PLAN FOR ACCESSIBLE ROUTE LOCATIONS. 10.ALL GARAGE SLABS ARE STEPPED WITH THE GRADE OF THE STREET AS-REQUIRED. STEPS BETWEEN UNITS WILL BE 1.5-3". THE GARAGES THAT BACK INTO THE OLD VICTORY ROAD GRADE WILL HAVE A RAISED REAR WALL TO BE USED AS A RETAINING WALL. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , G R 4 , 8 / 3 0 / 2 0 2 3 9 : 4 5 : 4 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K > 8725 8726 8725 8726 PROP. RIGHT-OF-WAY LINE G R A D I N G L E G E N D (1"=20') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER PROP. 6" VERT CATCH CURB ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. ROAD CENTERLINE PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. ACCESSIBLE RAMP PROP. DRAINAGE SWALE PROP. RETAINING WALL PROP. EDGE OF SHOULDER EX. 1.5' RIBBON CURB BOUNDARY EXISTING 2' CONTOURS PROPOSED 2' CONTOURS EXTENTS OF PROPOSED GRADING PROP. 2'-8" VALLEY PAN XW XS WM S PROP. 6" VERT SPILL CURB SKI STORAGE MOUN T A I N W I L L O W D R BUILDING F TYPE II 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 PT: 3+81. 0 4 PC: 4+27. 6 8 PT : 6 + 0 9 . 6 2 17+00 18+00 19+00 20+0 0 21+00 22+00 22+32 P T : 1 9 + 2 2 . 6 7 P I : 2 0 + 0 4 . 5 2 P C : 2 0 + 8 6 . 3 7 PT : 2 1 + 6 7 . 6 3 EP : 2 2 + 3 1 . 6 7 AMERICAN WILLOW DRIVE STA:490.62 MOUNTAIN WILLOW DRIVE STA:2201.67 MOUNTAIN WILLOW DRIVE STA:2086.37 MOUNTAIN WILLOW DRIVE STA:2191.01 1+00 1+20 1+4 0 1+ 6 0 1+ 6 7 1 + 0 0 1 + 2 0 1+4 0 1+601+64 8 6 8 5 8685 8 6 8 6 8 6 8 0 8 6 7 9 86 8 1 868 1 868 1 8682 8 6 8 3 868 4 8675 867 5 8675 86 8 0 8680 8680 86 8 0 8680 8680 8680 1+00 1+50 2+00 2+50 BP : 1 + 0 0 . 0 0 PI : 1 + 1 3 . 0 9 PI : 2 + 3 1 . 5 7 PI : 2 + 5 5 . 5 7 89.3 3 FFE=87.6 81.5 5 F L 80.7 6 F L 8 6 8 7 3.7 0 % 1 . 0 3 % 1.69% 1.70% 86.6 4 84.9 0 11 + 5 0 12+00 12+50 1 3 + 0 0 1 3 + 5 0 PC: 1 1 + 4 8 . 8 5 P T : 1 1 + 7 7 . 2 9 P C : 1 2 + 5 6 . 6 5 PT: 1 3 + 0 8 . 9 9 PC: 1 3 + 5 0 . 6 4 DRIVE 4 STA:1340.53 83.9 M E 84.6 M E 87.9 6 84.0 8 83.8 5 85.5 3 84.2 8 82.5 2 83.4 4 83.98 82.8 M E 82.9 9 89.5 4 89.3 3 84.9 3 1 . 0 0 % 1.0 4 % 1.00% 4.27% 0.99% 82.3 0 PLAYGROUND > > 8685 8685 8686 8686 8687 8687 8 6 8 8 86 8 9 86 8 5 86 8 3 868 3 8 6 8 4 86 8 6 86 8 7 86 8 8 86 8 9 8679 86 8 6 8684 > > > > > > > > >>> > > > > > > >> > > > > >> > > > > > > > > > >>> > > > > > > > 868 0 8680 8680 8680 8 6 8 5 8 6 8 5 VERTICAL CURB AT BUILDING FRONT TYP. RIBBON CURB INSIDE CIRCLE VERTICAL CURB AT PARKING FRONT TYP. 1 . 9 9 % 2 . 0 1 % 2.00% 2.35% 1. 9 7 % TRACT B 85.9 4 85.8 1 85.8 6 1 + 0 0 BP: 1 + 0 0 . 0 0 85.5 8 84.9 3 80.7 7 F L 78.0 0 FEATURE/ DETENTION POND 2 77.2 0 F L 79.1 5 77.6 7 F L FLAT RAMP FOR ACCESSIBILITY & DRAINAGE DISCHARGE TO INLETCURB CUT 84.1 M E > > > > > > >> 86.8 6 86.9 4 87.3 4 86.9 8 87.6 0 87.0 8 87.5 5 87.6 0 87.5 2 86.7 4 88.8 9 88.8 9 F L 89.0 6 89.3 5 89.0 5 89.3 7 F L 89.5 4 CURB CUT & SIDEWALK CHASE 84.8 9 FFE = 86.12 ENTRY -0.90' > > > > > > > > > > > > > > > > > > > > > > > > > 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 85.4 5 84.7 0 84.4 6 84.9 0 84.9 0 85.4 6 86.0 3 86.3 5 86.4 8 85.9 4 86.0 5 87.1 8 86.8 1 86.9 7 87.2 7 84.8 0 F L 84.9 5 F L 84.5 3 F L 84.1 3 F L 83.75 FL 83.5 0 F L 83.0 7 F L 82.9 5 F L 82.6 8 F L 85.3 5 85.2 2 85.2 2 > > > > 84.9 5 F L 8 4 . 3 7 F L 8 4 . 1 2 F L 83.6 0 F L 83.3 5 F L > > > >>80.5 8 F L > > > > > > > > > > > > 89.6 7 RIBBON CURB EDGE AT THIS PCR FOR ACCESSIBILITY & DRAINAGE 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 84.3 4 84.4 5 84.6 1 84.6 1 84.2 9 84.3 0 84.8 4 84.8 4 84.8 4 84.8 4 > 82.60 FL 6" PVC @ 2% min. 6" PVC @ 2.9 1 % 1.51% 2.86% CURB CUT & SIDEWALK CHASE. VERTICAL CURB SPILL M.CURB 83.8 9 83.4 1 82.0 1 F L 83.6 5 83.3 5 84.0 5 84.9 3 85.2 5 85.5 8 85.3 3 89.4 0 F L 88.9 4 F L 88.4 6 F L 88.9 8 F L 88.3 9 F L 89.5 4 89.1 1 89.5 1 88.7 3 88.8 9 VERT. CURB AT RAMP TO CONTAIN DRAINAGE TYP M.CURB AT PCR'S TYP.UNO 83.3 8 82.2 7 84.2 6 84.2 4 84.4 4 84.64 FL 84.44 FL 85.3 4 85.6 1 85.8 2 85.9 02 . 0 0 % 2.00% 1.00% 2.00% 2.00% 2 . 0 0 % 2 . 0 0 % 2 . 0 0 % 1.9 0 % 1.0 9 % 0.1 4 % 1.9 8 % 2 . 0 0 % 2 . 0 0 % 2 . 0 0 % 2 . 0 0 % 867 5 8 6 7 0 8 6 7 7 8 6 7 8 8 6 7 8 8 6 7 7 867 3 867 2 86 7 1 8 6 6 9 8675 8670 86 7 0 86 7 5 86 7 886 7 8 86 7 7 86 7 4 86 7 3 86 7 2 86 7 1 86 7 6 8678 8677 8 6 7 8 8676 8675 86 7 4 8 6 7 0 4.3 : 1 3.9 : 1 3 . 8 : 1 3.9 : 1 25% 8677 867 8 867 9 8678 8677 868 0 8679 8677 8678 8676 8678 8677 8679 8678 86788679 8680 > 868 0 82.7 7 82.7 8 81.9 6 83.1 7 82.4 7 83.4 0 82.7 0 83.1 7 82.4 7 82.7 4 82.0 4 TOW:80.7 BOW:78.8 BOW:78.7TOW:80.2 77.5 7 F L 77.3 4 F L 78.0 9 F L 79.0 0 F L 76.9 0 F L 85.4 4 85.0 3 85.4 5 85.4 5 1. 8 0 % 85.4 3 85.6 6 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 20'40' SCALE 1:20 20 GRADING PLAN R Know what's below. Call before you dig. GRADING PLAN NOTES: 1.CONTRACTOR NOTE: ACCESSIBLITY THROUGHOUT THE SITE IS THE RESPONBILITY OF THE CONTRACTOR. THESE PLANS ARE NOT INTENDED TO SHOW EVERY SPOT ELEVATION OF EVERY SQUARE OF CONCRETE. ALL ACCESSIBLE RAMP AND WALK ELEVATIONS MUST BE ADJUSTED TO MATCH THE AS-BUILT ELEVATIONS OF STREET SCURBS, ETC. FIELD ADJUSTMENT IS EXPECTED. CONTACT TKE ENGINEERING WITH ANY AND ALL QUESTIONS RELATED TO ACCESSIBLITY. 2.PRIOR TO POURING ANY BUILDING FOUNDATIONS, THE STREET FLOWLINE AND WALK ELEVATIONS MUST BE SURVEYED AND FOUNDATION ELEVATIONS MUST BE ADJUSTED ACCORDINGLY FOR DRIANAGE AND ACCESSIBLITY. 3.ALL GRADE OUTSIDE OF BUILDING ARE 8" BELOW THE SLAB. 4.EXTERIOR PORCH SLABS STEP DOWN 4" 5.INTERIOR HALLWAYS UTILIZE 4% RAMPS TO GET UP TO BUILDING FFE IN AN ACCESSIBLE MANNER. 6.THERE ARE GRASSY SWALES BETWEEN THE BUILDINGS AND THE BACK OF WALKS THAT WILL DRAIN THROUGH 12" CURB CHASES ONTO THE STREET OR 6" DRAIN PIPES UNDER WALKS TO BYPASS THE STREET. 7.MINOR BUILDING SWALES ARE INTENDED TO BE 1% MINIMUM, ALTHOUGH SOME SWALES WILL BE AS LOT AS 0.7%. THE TYPE "B" SOILS WILL READILY INFILTRATE ANY MINOR PONDING. 8.ALL CURBS ARE MOUNTABLE CURBS UNLESS NOTED OTHERWISE, WITH THE EXCEPTION THAT ALL CURBS IN FRONT OF BUILDINGS ADJACENT TO HEAD-IN PARKING ARE 6" VERTICAL CURBS. 9.THE DEVELOPED PORTION OF THE SITE IS GENERALLY FLAT, AND MOST WALKS WILL BE ACCESSIBLE. PLEASE REFER TO THE SITE PLAN FOR ACCESSIBLE ROUTE LOCATIONS. 10.ALL GARAGE SLABS ARE STEPPED WITH THE GRADE OF THE STREET AS-REQUIRED. STEPS BETWEEN UNITS WILL BE 1.5-3". THE GARAGES THAT BACK INTO THE OLD VICTORY ROAD GRADE WILL HAVE A RAISED REAR WALL TO BE USED AS A RETAINING WALL. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , G R 5 , 8 / 3 0 / 2 0 2 3 9 : 4 6 : 0 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K BUILDING A TYPE II GARAGE B AM E R I C A N W I L L O W D R I V E GARAGE A BUILDING B TYPE II BUILDING D TYPE I BUILDING C TYPE I 0+ 0 0 1+ 0 0 2+ 0 0 3 + 0 0 4 + 0 0 PC: 2+70.48 PT: 3+81. 0 4 AMERICAN WILLOW DRIVE STA:11.52 86 9 0 868 5 86 9 0 8690 8695 8695 8700 8700 8705 8705 8710 8 7 0 0 8 7 0 5 8 7 0 1 8 7 0 2 8 7 0 3 8 7 0 4 8 7 0 6 8 7 0 7 8 7 0 8 8 7 0 9 FFE = 95.73 ENTRY = -0.90 84.3 5 F L 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 BP: 1+00.00 PI: 1+12.00 PC: 1+66.45 PT: 2+10.0 6 2+50 3+00 3+50 4+00 4+07 EP : 4 + 0 6 . 9 0 PI : 2 + 3 1 . 5 7 PI : 2 + 5 5 . 5 7 PI : 3 + 9 3 . 9 0 PC : 3 + 2 9 . 3 0 PT : 3 + 7 2 . 5 7 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 5+ 0 0 5+ 5 0 6+ 0 0 6+50 7 + 0 0 7 + 5 0 8 + 0 0 8+ 5 0 9+ 0 0 9+ 5 0 10 + 0 0 PC: 2 + 8 4 . 1 8 PT: 3 + 6 4 . 6 1 PC: 4 + 5 6 . 1 5 PT: 5 + 0 1 . 4 5 PC : 6 + 2 5 . 0 7 PT: 7+1 0 . 3 5 PC: 8+ 2 0 . 9 4 PT: 8+72.0 0 89.3 3 9.5 M E 3.1 M E DRIVE 1 STA:313.90 DRIVE 1 STA:255.57 DRIVE 3 STA:877.26 DRIVE 3 STA:940.06 DRIVE 3 STA:963.48 93.3 0 869 3 8689 4. 0 3 % 1 . 7 4 % 1 . 0 0 % 1 . 7 4 % 1.0 0 % 0.6 5 % 1.9 8 % 0 . 8 9 % 1 . 0 1 % 2 . 0 3 % 1. 1 4 % 1.20% 89.94 90.6 7 89.4 2 89.9 289.7 3 H P 65+00 66+00 67+00 68+00 PC : 6 4 + 6 4 . 8 5 PT : 6 6 + 7 3 . 8 8 87.9 6 92.2 0 91.9 0 92.9 3 90.7 0 90.4 1 93.6 0 92.1 1 91.9 7 92.7 7 91.3 7 91.6 4 90.9 8 89.6 8 88.7 6 88.4 4 87.6 8 89.0 4 87.7 4 89.8 4 91.2 7 89.6 0 91.83 FL 91.9 5 84.7 0 F L 85.6 6 F L 89.0 0 F L 86.9 2 F L 91.5 7 F L 3 . 0 : 1 5.7:1 3. 0 : 1 3.0 : 1 90.8 0 F L 92.5 4 F L 92.20 FL 91.80 FL 93.50 FL 94.0 6 F L 93.3 7 F L 93.7 4 F L 93.22 FL 92.62 FL 92. 2 4 F L 92.0 6 F L 91.65 FL 91.35 FL 90.2 3 F L 8 9 . 7 6 F L 90.6 0 F L 90.2 7 F L 89.8 9 F L > > > > > >> > >> > > > > > > > > > >> > > BOW:93.4 TOW:95.4 BOW:95.3 TOW:95.6 BOW:95.2TOW:99.2 BOW:95.3 TOW:99.3 BOW:96.3TOW:00.3 BOW:95.2 TOW:99.2 89.5 4 89.3 3 0.99%0.46% 93.8 3 94.2 9 93.8 3 94.05 94.2 1 93.8 6 93.8 5 92.5 7 92.4 1 92.3 7 92.58 FL 92.76 FL 1.0 0 % 2 . 0 0 % 0 . 7 4 % 2 . 0 0 % 1 . 0 0 % 90.1 0 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 2+ 8 5 BP: 1 + 0 0 . 0 0 EP: 2 + 8 5 . 0 0 8690 869 5 86 9 5 86 9 5 8695 869 5 86 9 5 86 9 5 870 0 8700 8700 87 0 0 8705 87 0 5 870 5 86 9 0 86 9 0 8686 8687 8687 8 6 8 8 8688 86 8 8 86 8 9 8689 8689 8689 86 8 9 8689 8 6 8 9 8 6 8 9 86 8 9 869 1 86 9 1 8 6 9 2 8692 869 3 8693 8691 3. 3 3 % 93.7 1 > > > > > > > > > >>> > PROPOSED RETAINING WALL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. MOUNTABLE CURB TYP. U.N.O. MOUNTABLE CURB TYP. U.N.O. MOUNTABLE CURB TYP. U.N.O. VERTICAL CURB AT PARKING FRONT TYP. 1.00% 1 . 6 9 % 2.00% 2.49% 1.23% 2.00% 4.95% 2.00% 1.00% 2.0 0 % 2.00% 2.35% 2. 0 0 % 2.00% DISTURBANCE LIMITS TYPICAL DISTURBANCE LIMITS TYPICAL TRACT A TRACT A 93.0 0 93.0 7 0.96% 0.96 % 94.8 3 93.3 3 93.3 3 93.3 3 94.8 3 94.8 3 > > > > > 93.0 2 F L 92 . 7 1 F L 93.5 6 95.0 6 95.0 6 95.0 6 95.0 6 93.5 6 93.5 6 95.0 6 93.5 6 93.5 6 93.5 6 93.5 6 93.3 7 F L 94.0 0 F L 2.30%1.96% 1.99% 2.00% 2.00% > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >92.8 3 93.3 7 F L 93.0 0 F L 3. 0 : 1 3. 0 : 1 3. 8 : 1 5.5 : 1 BOW:1.7 TOW:4.6 BOW:96.6TOW:0.6 END WALL:95.2END WALL:93.3 93.5 7 91.0 1 91.15 FL 91.5 5 91.6 4 91.2 5 90.9 6 92.0 3 92.2 3 92.7 1 93.1 9 0.7 9 % 3.3 1 % 1.1 9 % 3.4 4 % 1.1 2 % 3.2 7 % 0.9 8 % 1.8 8 % 1.8 5 % 1.0 9 % 2.9 3 % 1.3 0 % 3.6 0 % 4.2 5 % 6.6 8 % 7.9 7 % GARAGE SLAB DOOR: 92.91 GARAGE SLAB DOOR: 92.41 GARAGE SLAB DOOR: 91.91 GARAGE SLAB DOOR: 91.41 GARAGE SLAB DOOR: 92.91 GARAGE SLAB DOOR: 92.41 GARAGE SLAB DOOR: 93.41 GARAGE SLAB DOOR: 93.91 93.9 9 92.7 1 93.15 93.4 2 90.8 1 90.7 7 3.7 9 % 4.0 7 % 1.3 1 % 87.3 4 F L DRIVE 3 STA:3+59.83 OFF:16.79'R 87.6 5 F L 87.7 7 F L 87.9 6 88.1 6 88.4 4 88.7 1 88.9 8 88.0 4 87.2 3 86.4 9 86.0 5 4.53% 5.68% 3.33% 4.61% 1.95% 3.54% 1.03% 1.35% 5.45% 2.68% 5.70% 2.80% 5.38% 1.66% GARAGE SLAB DOOR: 89.86 GARAGE SLAB DOOR: 89.36 GARAGE SLAB DOOR: 88.86 GARAGE SLAB DOOR: 88.36GARAGE SLAB DOOR: 86.36 GARAGE SLAB DOOR: 87.11 GARAGE SLAB DOOR: 87.86 GARAGE SLAB DOOR: 88.36 1.94% TO INLET FFE = 94.23 ENTRY = -0.90 93.5 2 92.50 F L 92.93 FL 93.0 4 94.85 94.8 5 94.8 3 94.4 3 94.4 5 94.6 8 > 93. 3 9 F L 93. 6 4 F L 94.0 0 F L FFE = 92.47 ENTRY -0.90' 91.3 5 92.6 7 91.2 4 FFE = 93.97 ENTRY -0.90' 93.0 7 93.0 7 91.5 7 91.5 7 4.91% 3.14% 91.78 92.02 91.96 92.19 91.24 FL > > > > > 90.3 9 F L > > > > END WALL:94.2 94.3 8 93.6 9 93.5 4 93.4 0 92.9 0 92.8 2 92.6 6 92.6 1 92.9 7 93.2 3 F L 92.8 0 F L 92.3 1 F L BOW:95.9 TOW:96.5 END WALL:0.0END WALL:2.0 3. 0 : 1 4 . 0 : 1 FFE = 90.37 ENTRY -0.90' 89.1 0 89.4 7 89.2 3 92.3 5 92.2 1 92.5 5 FFE = 93.45 ENTRY -0.90' 3 ST E P S 89.7 0 89.7 0 89.7 0 89.7 0 89.98 90.1 5 90.47 90.8 5 92.6 9 93.4 5 90.3 5 90.2 5 90.1 5 90.2 5 89.9 1 88.7 5 > > > > > 89.10 FL 88.86 FL 88.72 FL 88.57 FL > > 88.32 FL 88.06 FL 87.26 FL 89.8 0 89.7 0 88.8 5 89.5 7 89.7 5 90.0 8 90.2 5 90.5 7 90.4 7 90.3 4 90.1 7 89.6 8 90.5 7 91.4 7 92.2 9 92.5 5 93.1 893.0 7 92.8 1 92.7 8 92.8 0 92.7 8 92.7 8 92.7 8 92.7 8 92.6 8 92.7 892.7 8 92.6 9 92.8 0 92.7 8 92.7 8 89.11 FL 92.6 0 92.9 1 93.3 8 91.8 0 93.3 0 91.8 0 91.8 0 91.8 0 91.8 0 91.8 0 93.3 0 93.3 0 89.4 9 90.1 1 90.4 6 89.9 1 89.4 2 91.8 0 90.8 6 92.2 2 93.6 0 92.7 2 91.7 3 93.2 2 91.48 92.15 90.2 9 91.4 8 88.35 87.96 89.8 3 89.9 0 89.7 4 89.7 1 89.7 7 89.8 689.9 6 90.5 1 90.4 9 90.56 90.6091.06 93.60 93.48 92.9 4 90.4 5 90.4 0 91.8 0 91.8 0 88.8 9 88.8 9 F L 89.0 6 89.3 5 89.3 4 89.0 5 89.3 7 F L 89.5 4 88.8 8 89.5 1 90.1 7 89.7 9 89.62 FL 90.8 290.40 FL 88.8 8 88.8 8 88.6 3 88.6 3 88.6 0 88.8 5 > > 92.6 0 F L 92.8 0 F L 90.9 7 F L 9 1 . 0 7 F L 91.3 0 F L 92.3 0 F L 9 2 . 8 0 F L > > > > > SIDEWALK CHASE SIDEWALK CHASE 88.7 0 88.1 6 89.6 7 RIBBON CURB EDGE AT THIS PCR FOR ACCESSIBILITY & DRAINAGE RIBBON CURB EDGE AT THIS PCR FOR ACCESSIBILITY & DRAINAGE 92.41 FL 92.57 FL 92.51 FL > > 90.8 8 F L 91.7 2 F L 92 . 2 0 F L 91.0 2 F L 91.4 4 F L 91.2 1 F L 92.9 2 > > > > > 91.99 FL 91.82 FL 9 1 . 4 0 F L 9 1 . 2 5 F L 91.5 0 F L 90.8 5 F L > > > > > 89.2 0 F L 90.8 3 F L 8" PVC @ 2% min. 8" PVC @ 2% min. 6" PVC @ 2% min. 17LF ~ 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. 6" PVC @ 2% min. ACCESSIBLE RAMP TYPICAL 86.2 5 F L 86.4 6 F L SIDEWALK CHASE 89.4 0 F L 88.9 4 F L 88.4 6 F L 90.40 FL 89.5 4 89.1 1 89.5 1 88.8 9 90.0 0 90.6990.7 7 90.56 FL 90.18 FL 91.14 FL 1.0 6 % 1.8 6 % 1.7 1 % 1.7 4 % 94.7 6 0.8 5 % 92.7 3 92.4 6 92.1 0 91.6 5 91.3 0 91.7 2 92.4 6 92.2 6 92.4 6 F L 92.6 7 F L 1.00% 91.6 3 91.8 3 91.99 FL ACCESSIBLE RAMP TYPICAL 88.91 FL 88.1 3 1.01 % 2.01 % 0.99 % 2.0 0 % 2.01 % 0.18 % 0.04 % 88.9 1 88.7 1 0.99% MOUNTABLE CURB TYP. U.N.O. MOUNTABLE CURB TYP. U.N.O. 1.99% 1.99% 1.96% 1.98% 0.93% 1.00% 1.96% 86.8 3 87.8 7 86.8 9 F L 85.8 5 F L 88.0 7 F L 8" PVC @ 2% min. 3.73 % 1. 8 0 % 93.2 8 93.5 5 94.6 5 94.55 > 8725 8726 8725 8726 PROP. RIGHT-OF-WAY LINE G R A D I N G L E G E N D (1"=20') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER PROP. 6" VERT CATCH CURB ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. ROAD CENTERLINE PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. ACCESSIBLE RAMP PROP. DRAINAGE SWALE PROP. RETAINING WALL PROP. EDGE OF SHOULDER EX. 1.5' RIBBON CURB BOUNDARY EXISTING 2' CONTOURS PROPOSED 2' CONTOURS EXTENTS OF PROPOSED GRADING PROP. 2'-8" VALLEY PAN XW XS WM S PROP. 6" VERT SPILL CURB 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 20'40' SCALE 1:20 21 GRADING PLAN R Know what's below. Call before you dig. GRADING PLAN NOTES: 1.CONTRACTOR NOTE: ACCESSIBLITY THROUGHOUT THE SITE IS THE RESPONBILITY OF THE CONTRACTOR. THESE PLANS ARE NOT INTENDED TO SHOW EVERY SPOT ELEVATION OF EVERY SQUARE OF CONCRETE. ALL ACCESSIBLE RAMP AND WALK ELEVATIONS MUST BE ADJUSTED TO MATCH THE AS-BUILT ELEVATIONS OF STREET SCURBS, ETC. FIELD ADJUSTMENT IS EXPECTED. CONTACT TKE ENGINEERING WITH ANY AND ALL QUESTIONS RELATED TO ACCESSIBLITY. 2.PRIOR TO POURING ANY BUILDING FOUNDATIONS, THE STREET FLOWLINE AND WALK ELEVATIONS MUST BE SURVEYED AND FOUNDATION ELEVATIONS MUST BE ADJUSTED ACCORDINGLY FOR DRIANAGE AND ACCESSIBLITY. 3.ALL GRADE OUTSIDE OF BUILDING ARE 8" BELOW THE SLAB. 4.EXTERIOR PORCH SLABS STEP DOWN 4" 5.INTERIOR HALLWAYS UTILIZE 4% RAMPS TO GET UP TO BUILDING FFE IN AN ACCESSIBLE MANNER. 6.THERE ARE GRASSY SWALES BETWEEN THE BUILDINGS AND THE BACK OF WALKS THAT WILL DRAIN THROUGH 12" CURB CHASES ONTO THE STREET OR 6" DRAIN PIPES UNDER WALKS TO BYPASS THE STREET. 7.MINOR BUILDING SWALES ARE INTENDED TO BE 1% MINIMUM, ALTHOUGH SOME SWALES WILL BE AS LOT AS 0.7%. THE TYPE "B" SOILS WILL READILY INFILTRATE ANY MINOR PONDING. 8.ALL CURBS ARE MOUNTABLE CURBS UNLESS NOTED OTHERWISE, WITH THE EXCEPTION THAT ALL CURBS IN FRONT OF BUILDINGS ADJACENT TO HEAD-IN PARKING ARE 6" VERTICAL CURBS. 9.THE DEVELOPED PORTION OF THE SITE IS GENERALLY FLAT, AND MOST WALKS WILL BE ACCESSIBLE. PLEASE REFER TO THE SITE PLAN FOR ACCESSIBLE ROUTE LOCATIONS. 10.ALL GARAGE SLABS ARE STEPPED WITH THE GRADE OF THE STREET AS-REQUIRED. STEPS BETWEEN UNITS WILL BE 1.5-3". THE GARAGES THAT BACK INTO THE OLD VICTORY ROAD GRADE WILL HAVE A RAISED REAR WALL TO BE USED AS A RETAINING WALL. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , G R 6 , 8 / 3 0 / 2 0 2 3 9 : 4 6 : 2 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K > 8725 8726 8725 8726 PROP. RIGHT-OF-WAY LINE G R A D I N G L E G E N D (1"=20') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER PROP. 6" VERT CATCH CURB ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. ROAD CENTERLINE PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. ACCESSIBLE RAMP PROP. DRAINAGE SWALE PROP. RETAINING WALL PROP. EDGE OF SHOULDER EX. 1.5' RIBBON CURB BOUNDARY EXISTING 2' CONTOURS PROPOSED 2' CONTOURS EXTENTS OF PROPOSED GRADING PROP. 2'-8" VALLEY PAN XW XS WM S PROP. 6" VERT SPILL CURB CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B 4 + 0 0 6+ 0 0 7+ 0 0 8+ 0 0 PT: 3+81.0 4 PT : 6 + 0 9 . 6 2 22+32 EP : 2 2 + 3 1 . 6 7 AMERICAN WILLOW DRIVE STA:490.62 8 6 8 0 8 6 8 5 8675 8675 8680 86 8 0 8685 868 5 86 9 0 8690 FFE=86.30 82.9 9 F L 83.4 5 F L 84.3 5 F L 85.5 9 2+ 0 0 2+ 5 0 3+ 0 0 3+ 5 0 3 + 6 4 PC: 1+66.45 PT: 2+10.0 6 PC: 2+85. 3 4 PCC: 2+92.83 PT: 3+30.84 PI: 3+52.11 EP: 3+64.11 1+00 1+50 2+00 2 + 5 0 3 + 0 0 3 + 5 0 9+ 5 0 10 + 0 0 10 + 5 0 10 + 6 0 BP : 1 + 0 0 . 0 0 PC : 1 + 9 4 . 2 7 PT: 2 + 2 7 . 5 7 PC: 2 + 8 4 . 1 8 PI: 10+45. 1 0 EP: 10+60. 2 4 85.9 8 DRIVE 2 STA:352.14 DRIVE 3 STA:940.06 DRIVE 3 STA:963.48 87.1 2 F L 81.9 9 F L 3. 1 : 1 3 . 3 : 1 1.9:1 5.2:1FFE=87.6 86.07 85.1 2 83.7 8 82.2 0 8 6 8 7 8689 86 8 3 8679 3.7 0 % 4.0 0 % 2.0 2 % 1 . 0 3 % 1 . 0 1 % 2 . 0 3 % 1. 1 4 % 1.67% 0. 8 5 % 0. 5 4 % 1. 2 1 % 4.6 2 % 7 . 9 4 % 85.6 6 86.6 4 81.0 M E 84.2 M E 87.6 M E 82.4 2 F L 72.3 7 F L 75.4 M E 87.63 88.3 9 87.9 6 88.7 6 88.4 4 87.4 4 87.1 8 87.6 8 85.4 8 87.7 4 85.3 7 85.9 6 85.7 0 84.7 0 F L 85.6 6 F L 89.0 0 F L 86.9 2 F L 90.2 7 F L 89.8 9 F L > >> > 84.8 4 F L 8680 8 6 8 5 8685 86 8 5 8 6 8 5 86 8 5 8685 86 8 5 86 8 5 8 6 9 0 8690 8690 8685 8685 86 8 6 8 6 8 6 8 6 8 6 8686 8686 8686 8 6 8 6 8687 8687 8687 8687 8 6 8 7 8 6 8 8 8688 86 8 8 8689 8689 86 8 9 8689 8 6 8 9 86 8 9 > > > > > > > > > >>> > > > > > > > > > >> > > > >> > > >>>> > > > > > > > > > > > > PROPOSED RETAINING WALL ACCESSIBLE RAMP TYPICAL ACCESSIBLE RAMP TYPICAL VERTICAL CURB AT BUILDING FRONT TYP. VERTICAL CURB AT BUILDING FRONT TYP. MOUNTABLE CURB VERTICAL CURB AT PARKING FRONT TYP. 1.00% 1 . 6 9 % 2.00% 1. 0 5 % 2. 0 0 % 2. 1 8 % 2.49% 1.23% 2.00% 4.95% 2.00% 1. 0 1 % 1. 9 9 % 1.62% 1.96% 2.0 0 % 2.00% 2.00% 2.35% TRACT A TRACT A 83.0 9 79.8 9 86.0 5 85.9 4 86.0 3 85.8 1 -0 + 0 0 0+ 5 0 0+ 6 5 BP: - 0 + 0 0 . 0 0 PR C : 0 + 1 0 . 0 1 PT : 0 + 5 4 . 9 1 EP : 0 + 6 4 . 9 1 81.4 1 82.8 6 81.9 3 82.9 8 85.8 6 1 + 0 0 1 + 5 0 2+00 2+ 5 0 3 + 0 0 3 + 5 0 3 + 6 4 BP: 1 + 0 0 . 0 0 PC: 1 + 5 3 . 8 8 PT: 3 + 1 2 . 1 1 EP: 3 + 6 4 . 1 1 85.8 1 CIRCLE DRIVE STA:188.75 3. 4 1 % 85.5 8 84.9 3 83.4 4 85.4 2 85.8 8 80.8 8 82.4 6 82.5 8 84.7 0 84.4 3 82.4 4 82.8 0 83.0 5 86.5 0 85.5 4 83.7 0 84.2 0 > > > > > > 87.3 4 F L 87.6 5 F L 87.7 7 F L 86.80 86.7 9 F L 86.6 4 F L 87.9 6 88.1 6 88.4 4 88.7 1 88.9 8 88.0 4 87.2 3 86.4 9 86.0 5 85.7 3 4.53% 5.68% 3.33% 4.61% 1.95% 3.54% 1.03% 1.35% 5.45% 2.68% 5.70% 2.80% 5.38% 1.66% GARAGE SLAB DOOR: 89.86 GARAGE SLAB DOOR: 89.36 GARAGE SLAB DOOR: 88.86 GARAGE SLAB DOOR: 88.36GARAGE SLAB DOOR: 86.36 2.26% GARAGE SLAB DOOR: 87.11 GARAGE SLAB DOOR: 87.86 GARAGE SLAB DOOR: 88.36 1.94% FLAT RAMP FOR ACCESSIBILITY & DRAINAGE DISCHARGE TO INLET FFE = 90.37 ENTRY -0.90' 89.1 0 89.4 7 89.2 3 86.8 6 86.9 4 87.3 4 85.7 186.1 4 86.1 786.9 8 87.6 0 87.0 8 87.5 5 87.6 0 87.5 2 86.7 4 MODI F I E D CURB RAM P 86.1 0 86.1 0 86.3 0 86.3 0 85.6 3 > > > > > 82.2 4 F L 82.5 3 F L 82.6 5 F L 82.8 0 F L 3 ST E P S 89.7 0 89.7 0 89.7 0 89.7 0 89.98 90.1 5 90.47 90.8 5 92.6 9 93.4 5 90.3 5 90.2 5 90.1 5 90.2 5 89.9 1 88.7 5 89.3 2 89.4 1 > > > > > 89.10 FL 88.86 FL 88.72 FL 88.57 FL > > 88.32 FL 88.06 FL 87.26 FL 89.8 0 89.7 0 89.7 0 89.7 0 89.6 7 88.4 2 88.8 5 89.5 7 89.7 5 90.0 8 90.2 5 90.5 7 90.4 7 90.3 4 90.1 7 89.6 8 86.8 1 87.1 3 86.9 0 86.4 6 86.4 3 86.2 6 86.4 0 90.5 7 91.4 7 92.2 9 92.7 8 92.8 0 89.11 FL 88.3 9 88.14 87.9 8 88.0 0 88.1 5 88.2 4 86.00 86.0085.94 86.28 88.35 87.96 87.56 89.8 3 88.8 8 88.8 8 88.6 3 88.6 3 88.6 0 88.8 5 CURB CUT & SIDEWALK CHASE 88.7 0 88.1 6 83.0 5 83.0 5 83.0 5 81.72 81.72 84.5 7 85.9 2 FFE=82.63 82.6 3 > > > 83.2 9 > 82.6 3 83.0 5 83.1 2 TOW:84.0 83.8 0 86.00 > 89.2 0 F L 17LF ~ 6" PVC @ 2% min. 6" PVC @ 2% min. DRIVE 3 STA:100.00 88.91 FL 88.6 1 88.0 2 88.1 3 0.18 % 0.04 % 88.9 1 88.7 1 0.99% 1.99% 1.99% 0.99% 1.96% 1.96% 1.98% 85.4 2 F L 85.6 7 F L 87.47 87.36 86.3 6 86.5 7 86.3 3 85.9 3 86.8 3 87.8 7 86.8 9 F L 85.8 5 F L 88.0 7 F L 84.9 6 F L 75.0 0 TEMPORARY SEDIMENTATION BASIN 76.10 EX 75.99 > > > > >> > > > > > > > > > > > > 75.0 0 75.0 0 75.0 0 74.0 0 F L 72.8 1 F L 73.3 0 F L 76.10 FL > 8 6 7 6 8 6 7 7 8 6 7 8 8 6 7 9 867 5 86758675 8675 86 7 5 8 6 8 0 868 0 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 20'40' SCALE 1:20 22 GRADING PLAN R Know what's below. Call before you dig. GRADING PLAN NOTES: 1.CONTRACTOR NOTE: ACCESSIBLITY THROUGHOUT THE SITE IS THE RESPONBILITY OF THE CONTRACTOR. THESE PLANS ARE NOT INTENDED TO SHOW EVERY SPOT ELEVATION OF EVERY SQUARE OF CONCRETE. ALL ACCESSIBLE RAMP AND WALK ELEVATIONS MUST BE ADJUSTED TO MATCH THE AS-BUILT ELEVATIONS OF STREET SCURBS, ETC. FIELD ADJUSTMENT IS EXPECTED. CONTACT TKE ENGINEERING WITH ANY AND ALL QUESTIONS RELATED TO ACCESSIBLITY. 2.PRIOR TO POURING ANY BUILDING FOUNDATIONS, THE STREET FLOWLINE AND WALK ELEVATIONS MUST BE SURVEYED AND FOUNDATION ELEVATIONS MUST BE ADJUSTED ACCORDINGLY FOR DRIANAGE AND ACCESSIBLITY. 3.ALL GRADE OUTSIDE OF BUILDING ARE 8" BELOW THE SLAB. 4.EXTERIOR PORCH SLABS STEP DOWN 4" 5.INTERIOR HALLWAYS UTILIZE 4% RAMPS TO GET UP TO BUILDING FFE IN AN ACCESSIBLE MANNER. 6.THERE ARE GRASSY SWALES BETWEEN THE BUILDINGS AND THE BACK OF WALKS THAT WILL DRAIN THROUGH 12" CURB CHASES ONTO THE STREET OR 6" DRAIN PIPES UNDER WALKS TO BYPASS THE STREET. 7.MINOR BUILDING SWALES ARE INTENDED TO BE 1% MINIMUM, ALTHOUGH SOME SWALES WILL BE AS LOT AS 0.7%. THE TYPE "B" SOILS WILL READILY INFILTRATE ANY MINOR PONDING. 8.ALL CURBS ARE MOUNTABLE CURBS UNLESS NOTED OTHERWISE, WITH THE EXCEPTION THAT ALL CURBS IN FRONT OF BUILDINGS ADJACENT TO HEAD-IN PARKING ARE 6" VERTICAL CURBS. 9.THE DEVELOPED PORTION OF THE SITE IS GENERALLY FLAT, AND MOST WALKS WILL BE ACCESSIBLE. PLEASE REFER TO THE SITE PLAN FOR ACCESSIBLE ROUTE LOCATIONS. 10.ALL GARAGE SLABS ARE STEPPED WITH THE GRADE OF THE STREET AS-REQUIRED. STEPS BETWEEN UNITS WILL BE 1.5-3". THE GARAGES THAT BACK INTO THE OLD VICTORY ROAD GRADE WILL HAVE A RAISED REAR WALL TO BE USED AS A RETAINING WALL. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , G R 7 , 8 / 3 0 / 2 0 2 3 9 : 4 6 : 4 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K > 8725 8726 8725 8726 PROP. RIGHT-OF-WAY LINE G R A D I N G L E G E N D (1"=20') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER PROP. 6" VERT CATCH CURB ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. ROAD CENTERLINE PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. ACCESSIBLE RAMP PROP. DRAINAGE SWALE PROP. RETAINING WALL PROP. EDGE OF SHOULDER EX. 1.5' RIBBON CURB BOUNDARY EXISTING 2' CONTOURS PROPOSED 2' CONTOURS EXTENTS OF PROPOSED GRADING PROP. 2'-8" VALLEY PAN XW XS WM S PROP. 6" VERT SPILL CURB CLUBHOUSE 8 6 8 0 8680 8685 FFE=86.30 83.0 0 82.9 9 F L 83.4 5 F L 83.8 6 85.6 1 84.7 3 F L 85.5 9 86.3 5 1+50 81.9 9 F L 87.18 3. 0 : 1 3. 1 : 1 3 . 3 : 1 3 . 4 : 1 1.9:1 5.2:1 86.07 85.1 2 83.7 8 86 8 3 8679 1. 2 1 % 4.6 2 % 7 . 9 4 % TOW:83.2 85.6 2 77.2 M E 80.0 M E 81.0 M E 82.4 2 F L 87.63 86.10 85.3 3 88.3 9 8680 8 6 8 5 8685 86 8 5 8 6 8 5 86 8 5 8685 86 8 5 86 8 5 8 6 9 0 8690 8 6 8 6 > > > > > > > > > > > >> > > > > > > > > > >>> > > > > >>>>>>> > > > > > > > PROPOSED RETAINING WALL ACCESSIBLE RAMP TYPICAL VERTICAL CURB AT BUILDING FRONT TYP. 1. 0 5 % 2. 0 0 % 1. 0 1 % 1. 9 9 % 1.62% 1.96% DISTURBANCE LIMITS TYPICAL TRACT A 83.0 9 79.8 9 -0 + 0 0 0+ 5 0 BP: - 0 + 0 0 . 0 0 PR C : 0 + 1 0 . 0 1 PT : 0 + 5 4 . 9 1 82.8 6 82.9 8 2+00 2+ 5 0 3 + 0 0 PT: 3 + 1 2 . 1 1 85.7 0 85.9 7 86.2 9 3. 4 1 % 80.8 8 82.4 6 85.9 2 83.0 6 83.0 5 81.7 2 83.0 4 85.0 3 86.5 0 85.58 85.09 85.4 6 85.5 4 84.9 4 85.4 3 83.7 0 84.2 0 85.6 9 3 . 6 : 1 2 . 9 : 1 5 . 2 : 1 3 . 5 : 1 3.04% 86.3 6 85.8 2 85.7 2 85.6 3 85.6 3 86.3 0 86.3 0 86.3 0 86.1086.1 0 86.1 0 86.3 0 86.3 0 86.3 0 86.2 3 86.1 0 85.6 3 86.1 0 86.1 8 > > > > > 84.7 7 F L 85.1 0 F L > > > > > >>84.8 8 F L 85.0 4 F L 84.6 4 F L 82.2 4 F L 85.1 8 84.9 1 84.4 7 84.6 6 82.5 3 F L 82.6 5 F L 82.8 0 F L 3. 1 : 1 84.4 3 84.5 2 84.5 8 84.6 4 1.95%2.04%2.14% 3.58% 3.74% 1.15% 83.2 5 83.3 8 84.7 6 4 . 3 : 1 8 . 5 : 1 19 . 5 : 1 3. 1 : 1 3.6 : 1 TOW:85.7BOW:82.0 TOW:86.7BOW:84.0 TOW:85.1BOW:82.0 TOW:86.2BOW:84.1 TOW:85.8BOW:84.2 TOW:85.4BOW:84.4 TOW:85.0BOW:84.4 BOW:83.7TOW:84.7BOW:83.9TOW:84.9 89.3 2 89.4 1 89.7 0 89.7 0 89.7 0 89.7 0 89.6 5 89.4 2 89.6 7 88.4 2 86.8 1 87.1 3 86.9 0 86.4 6 86.4 3 86.2 6 86.4 0 88.14 87.9 8 85.6 8 85.7 1 85.8 0 86.3 5 86.2 5 86.1 3 86.2 5 85.7 8 1.24% 83.0 5 83.0 5 82.9 7 82.9 7 83.0 5 82.9 4 82.9 7 82.8 1 TS: 8 2 . 7 9 TS: 8 2 . 4 4 TS: 8 2 . 0 2 81.72 81.72 81.72 81.72 81.66 81.66 1.00% 1.04% 1.20% 1.64% 1.63% 1.62% 1. 5 2 % 1.9 3 % 1. 9 2 % 2. 2 1 % 1.9 6 % 1. 1 3 % 1. 4 0 % 1. 0 1 % 81.7 2 82 . 0 5 82 . 4 0 82 . 5 3 82 . 4 4 82 . 4 3 82 . 5 3 82 . 6 8 82 . 6 7 82 . 8 2 1.58% 0.94% 0.81% 1.92% 0.5 1 % 85.45 85.18 85.26 84.9 2 84.9 7 84.7 6 84.5 7 86.0 3 86.1 0 86.10 86.1 0 86.2 1 86.0 9 86.00 86.0 0 86.0 0 85.9 7 86.1 2 85.9 2 85.9 2 85.7 9 3 . 5 9 % 4. 7 7 % 3 . 9 0 % 0. 9 2 % 2.02% 1.93% 1.75% 1.15% 85.3 0 F L 85.1 9 F L 85.3 8 85.5 3 FFE=82.63 85.5 0 82.6 3 84.0 0 83.0 0 > > > > 83.3 5 83.6 5 83.3 7 83.1 0 > > 83.0 4 F L83.0 2 F L 83.3 1 83.3 1 1.95% 3. 9 0 % 3 . 9 4 % 83.4 2 83.4 8 83.2 3 83.1 8 83.6 4 83.2 9 >> 1. 8 2 % 1.03% 82.9 5 F L 82.9 9 F L 83.8 9 83.5 3 83.4 7 2.07% 1.82% 2.33% 81.8 0 F L 83.20 FL 84.68 FL 82.7 0 F L 83.1 0 83.1 0 83.0 7 83.0 1 82.9 2 82.8 9 82.5 7 82.6 4 82.7 3 82.6 3 83.0 5 83.0 5 83.1 2 83.2 8 83.2 9 TS : 8 6 . 0 6 TS : 8 5 . 6 9 TS : 8 5 . 2 9 TS : 8 4 . 8 8 TS : 8 4 . 5 2 TS : 8 4 . 1 3 TS : 8 3 . 7 5 83.2 6 83.1 0 83.1 2 TOW:85.1 TOW:84.8 TOW:84.5 TOW:84.2 TOW:85.4 TOW:85.4 TOW:85.4 3:1 17.87% 5.79% 6.55% 7 . 9 5 % 24.79% TOW:84.0 83.8 0 4.35% 4.88% 8.02% 85.2 8 8 . 4 7 % 1.59 % TO W : 8 5 . 4 T O W : 8 5 . 4 TOW:85.4 TOW:85.1 86.00 86.0 0 12_ ADS GRATE -1 GRATE: 8681.80 INV: 8678.46 6" DEPTH: 3.3' TRENCH DRAIN DROP GRATE: 8682.97 INV: 8678.34 6" DEPTH: 4.6' 12.35' ~ 6" PVC @ 1.00% 12" ADS GRATE - 2 GRATE: 8681.66 INV: 8677.79 6" DEPTH: 3.9' 39.95' ~ 6 " P V C @ 1 . 0 0 % 6_ PIPE END INV: 8677.40 2 1 . 3 9 ' ~ 6 " P V C @ 1 . 0 0 % TRENCH DRAIN START INV: 8682.55 50 . 0 3 ' ~ 4 " T . D . @ 1 . 0 0 % 12" ADS GRATE -3 GRATE: 8681.66 INV: 8677.61 6" DEPTH: 4.1' 1 8 . 3 5 ' ~ 6 " P V C @ 1 . 0 0 % 6" PVC @ 2% min. 6" PVC @ 2% min. BOW:84.5 TOW:84.5 BOW:84.6 BOW:84.7 BOW:84.8 BOW:84.9 BOW:84.9 TOW:86.7 TOW:85.2 TOW:86.4 TOW:85.6 TOW:85.1 DRIVE 3 STA:100.00 87.47 87.36 86.3 6 86.5 7 86.3 3 8 6 8 0 HEADWALL 3-24" RCP-B STA: 6+27.74 OFF: 149.08 R INV: 8681.99 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 10'20' SCALE 1:10 23 GRADING PLAN - CLUBHOUSE R Know what's below. Call before you dig. GRADING PLAN NOTES: 1.CONTRACTOR NOTE: ACCESSIBLITY THROUGHOUT THE SITE IS THE RESPONBILITY OF THE CONTRACTOR. THESE PLANS ARE NOT INTENDED TO SHOW EVERY SPOT ELEVATION OF EVERY SQUARE OF CONCRETE. ALL ACCESSIBLE RAMP AND WALK ELEVATIONS MUST BE ADJUSTED TO MATCH THE AS-BUILT ELEVATIONS OF STREET SCURBS, ETC. FIELD ADJUSTMENT IS EXPECTED. CONTACT TKE ENGINEERING WITH ANY AND ALL QUESTIONS RELATED TO ACCESSIBLITY. 2.PRIOR TO POURING ANY BUILDING FOUNDATIONS, THE STREET FLOWLINE AND WALK ELEVATIONS MUST BE SURVEYED AND FOUNDATION ELEVATIONS MUST BE ADJUSTED ACCORDINGLY FOR DRIANAGE AND ACCESSIBLITY. 3.ALL GRADE OUTSIDE OF BUILDING ARE 8" BELOW THE SLAB. 4.EXTERIOR PORCH SLABS STEP DOWN 4" 5.INTERIOR HALLWAYS UTILIZE 4% RAMPS TO GET UP TO BUILDING FFE IN AN ACCESSIBLE MANNER. 6.THERE ARE GRASSY SWALES BETWEEN THE BUILDINGS AND THE BACK OF WALKS THAT WILL DRAIN THROUGH 12" CURB CHASES ONTO THE STREET OR 6" DRAIN PIPES UNDER WALKS TO BYPASS THE STREET. 7.MINOR BUILDING SWALES ARE INTENDED TO BE 1% MINIMUM, ALTHOUGH SOME SWALES WILL BE AS LOT AS 0.7%. THE TYPE "B" SOILS WILL READILY INFILTRATE ANY MINOR PONDING. 8.ALL CURBS ARE MOUNTABLE CURBS UNLESS NOTED OTHERWISE, WITH THE EXCEPTION THAT ALL CURBS IN FRONT OF BUILDINGS ADJACENT TO HEAD-IN PARKING ARE 6" VERTICAL CURBS. 9.THE DEVELOPED PORTION OF THE SITE IS GENERALLY FLAT, AND MOST WALKS WILL BE ACCESSIBLE. PLEASE REFER TO THE SITE PLAN FOR ACCESSIBLE ROUTE LOCATIONS. 10.ALL GARAGE SLABS ARE STEPPED WITH THE GRADE OF THE STREET AS-REQUIRED. STEPS BETWEEN UNITS WILL BE 1.5-3". THE GARAGES THAT BACK INTO THE OLD VICTORY ROAD GRADE WILL HAVE A RAISED REAR WALL TO BE USED AS A RETAINING WALL. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , G R 8 , 8 / 3 0 / 2 0 2 3 9 : 4 7 : 0 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F -0 + 5 0 0+ 0 0 1+ 0 0 2+ 0 0 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10+ 0 0 11 + 0 0 BP: -0+50.00 PC: 2+70.48 PT: 3+81.0 4 PC: 4+27. 6 8 PT : 6 + 0 9 . 6 2 P C : 9 + 2 9 . 4 6 8+00 9+00 10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16 + 0 0 17+00 18+00 19+00 20+0 0 21+00 22+00 22+32 P C : 8 + 7 7 . 9 3 P T : 1 0 + 2 0 . 6 9 P C : 1 0 + 7 5 . 6 3 P T : 1 1 + 6 5 . 4 1 P C : 1 3 + 7 7 . 3 6 PT : 1 5 + 4 9 . 8 1 PC : 1 6 + 4 2 . 9 3 P T : 1 9 + 2 2 . 6 7 P I : 2 0 + 0 4 . 5 2 P C : 2 0 + 8 6 . 3 7 PT : 2 1 + 6 7 . 6 3 EP : 2 2 + 3 1 . 6 7 1+00 1+20 1+4 0 1+ 6 0 1+ 6 7 1 + 0 0 1 + 2 0 1+4 0 1+601+64 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 3+ 0 0 3+ 5 0 3+ 6 4 BP: 1+00.00 PI: 1+12.00 PC: 1+66.45 PT: 2+10.0 6 PC: 2+85. 3 4 PCC: 2+92.83 PT: 3+30.84 PI: 3+52.11 EP: 3+64.11 1+00 1+50 2+00 2+50 3+00 3+50 4+004+07 BP : 1 + 0 0 . 0 0 EP : 4 + 0 6 . 9 0 PI : 1 + 1 3 . 0 9 PI : 2 + 3 1 . 5 7 PI : 2 + 5 5 . 5 7 PI : 3 + 9 3 . 9 0 PC : 3 + 2 9 . 3 0 PT : 3 + 7 2 . 5 7 1+00 1+50 2+00 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 5+ 0 0 5+ 5 0 6+ 0 0 6+50 7 + 0 0 7 + 5 0 8 + 0 0 8+ 5 0 9+ 0 0 9+ 5 0 10 + 0 0 10 + 5 0 10 + 6 0 BP : 1 + 0 0 . 0 0 PC : 1 + 9 4 . 2 7 PT: 2 + 2 7 . 5 7 PC: 2 + 8 4 . 1 8 PT: 3 + 6 4 . 6 1 PC: 4 + 5 6 . 1 5 PT: 5 + 0 1 . 4 5 PC : 6 + 2 5 . 0 7 PT: 7+1 0 . 3 5 PC: 8+2 0 . 9 4 PT: 8+72.0 0 PI: 10+45. 1 0 EP: 10+60. 2 4 51+0 0 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 PT : 5 4 + 9 5 . 2 9 PC : 6 4 + 6 4 . 8 5 PT : 6 6 + 7 3 . 8 8 PC : 7 0 + 4 0 . 3 0 1 + 0 0 1 + 5 0 2+ 0 0 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6 + 0 0 6 + 5 0 7 + 0 0 7+50 8+00 8+50 9+00 9+ 5 0 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 12+00 12+50 1 3 + 0 0 1 3 + 5 0 14 + 0 0 14 + 5 0 15 + 0 0 15+5016+0016+5017+0017+43 BP: 1+ 0 0 . 0 0 PC: 1+ 3 6 . 1 1 PT : 2 + 4 3 . 7 8 PC : 5 + 7 5 . 3 0 PT: 6 + 0 5 . 9 9 PC: 6 + 9 7 . 6 3 PT : 7 + 5 9 . 0 0 PC : 8 + 8 2 . 0 3 PT: 9 + 6 8 . 0 6 PC: 1 1 + 4 8 . 8 5 P T : 1 1 + 7 7 . 2 9 P C : 1 2 + 5 6 . 6 5 PT: 1 3 + 0 8 . 9 9 PC: 1 3 + 5 0 . 6 4 PT: 13 + 9 5 . 4 4 PC: 1 5 + 1 5 . 2 7 PT : 1 5 + 6 2 . 2 2 EP : 1 7 + 4 3 . 0 6 1+00 1+50 2+00 2+50 2+95BP : 1 + 0 0 . 0 0 EP : 2 + 9 5 . 2 5 1+ 0 0 1+ 5 0 1+ 9 3 BP: 1+00.00 EP: 1+92.59 PLAYGROUND 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 2+ 8 5 BP: 1 + 0 0 . 0 0 EP: 2 + 8 5 . 0 0 1+ 0 0 1 + 5 0 2 + 0 0 2 + 5 0 3+00 3+50 4+ 0 0 4+ 5 0 5+ 0 0 5+ 3 6 BP: 1+00.00 PC: 1+38.00PT: 1+ 5 5 . 4 1 PI: 2+ 5 6 . 5 4 PI : 3 + 9 0 . 0 3 EP: 5+35.54 1+ 0 0 1 + 5 0 2 + 0 0 2 + 1 5 BP: 1+00.00 PC: 1+16.70 PT: 1+ 3 9 . 6 1 EP: 2+ 1 4 . 9 1 1+ 0 0 1 + 5 0 2+00 2+50 3+00 3+ 5 0 3+ 8 8 BP: 1 + 0 0 . 0 0 PC: 1 + 3 2 . 7 0 PT: 1+45.59PC: 1+47.70 PT : 2 + 0 5 . 8 2 PC : 2 + 9 0 . 0 3 PT: 3+48.56 EP: 3+88.16 OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT E -0 + 0 0 0+ 5 0 0+ 6 5 BP: - 0 + 0 0 . 0 0 PR C : 0 + 1 0 . 0 1 PT : 0 + 5 4 . 9 1 EP : 0 + 6 4 . 9 1 1 + 0 0 1 + 5 0 2+00 2+ 5 0 3 + 0 0 3 + 5 0 3 + 6 4 BP: 1 + 0 0 . 0 0 PC: 1 + 5 3 . 8 8 PT: 3 + 1 2 . 1 1 EP: 3 + 6 4 . 1 1 CIRCLE DRIVE STA:188.75 FEATURE/ DETENTION POND 2 DETENTION POND 1 DRIVE 3 STA:3+59.83 OFF:16.79'R TEMPORARY SEDIMENTATION BASIN 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 60'120' SCALE 1:60 24 ROADWAY ALIGNMENT MAP R Know what's below. Call before you dig. ALIGNMENT: DRIVE 1 ALIGNMENT: DRIVE 3 ALIGNMENT: DRIVE 2 ALIGNMENT: AMMENITY CIRCLE ALIGNMENT: AMERICAN WILLOW DRIVE ALIGNMENT: MOUNTAIN WILLOW DRIVE ALIGNMENT: DRIVE 4 ALIGNMENT: DRIVE 4 ALIGNMENT: AMERICAN WILLOW DRIVE ALIGNMENT: DRIVE 7 ALIGNMENT: DRIVE 5 ALIGNMENT: DRIVE 6 ALIGNMENT: DRIVE 8 ALIGNMENT: DRIVE 9 ALIGNMENT: DRIVE 10 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , R D - A L I G N 1 , 8 / 3 0 / 2 0 2 3 9 : 4 7 : 2 1 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F PLAYGROUND OLD VICT O R Y R D . L1 L 2 L3 C 1 C2 L5 L6 L10 L11 L12 L13 L14 C4 C8 C9 C10 C11 L15 L16 L17 L18 L19L20C12L2 1 L2 2 L2 3 L 2 4 L 2 5 C1 3 C1 4 C1 5 L26 L 2 7 L 2 8 L29 L 3 0 L3 1 L3 2 C1 6 C 1 7 C1 8 C19 C 2 0 L 3 3 L34 L 3 5 L36 L3 7 L38 L 3 9 L4 0 L41 C21 C22 C23 C 2 4 C25 C26 C27 C2 8 L42 L4 3 L44 L4 5 L 4 6 L47 L4 8 C 2 9 L4 9 L 5 0 C 3 0 L5 1 L5 2 L53 L5 4 C3 1 C 3 2 C33 R38' R5 1 ' MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT E FEATURE/ DETENTION POND 2 DETENTION POND 1 TEMPORARY SEDIMENTATION BASIN 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 25 ROADWAY ALIGNMENT TABLES AMERICAN WILLOW DRIVE Number C1 C2 C3 L1 L2 L3 L4 Radius 498.01 200.00 800.00 Length 110.56 181.94 341.96 320.48 46.64 319.84 385.91 Line/Chord Direction N27° 58' 10.54"E N47° 37' 57.40"E N61° 26' 53.73"E N34° 19' 47.15"E N21° 34' 17.32"E N73° 41' 37.47"E N49° 12' 10.00"E MOUNTAIN WILLOW DRIVE Number C4 C5 C6 C7 C8 C9 C10 C11 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 Radius 150.00 74.00 601.99 652.71 302.00 398.00 198.00 302.00 Length 81.26 110.60 158.49 317.48 142.76 89.78 172.45 279.74 81.85 64.04 36.04 66.06 87.67 101.59 54.94 211.95 93.12 81.85 Line/Chord Direction S65° 55' 04.35"E S63° 58' 28.34"E S28° 41' 52.39"E S50° 10' 27.72"E S77° 39' 02.38"E S84° 43' 50.45"E S53° 19' 02.53"E S54° 54' 07.20"E S81° 26' 16.58"E S50° 23' 52.12"E N73° 12' 23.74"E S21° 09' 20.42"E S36° 14' 24.36"E S64° 06' 31.08"E N88° 48' 26.32"E S78° 16' 07.23"E S28° 21' 57.82"E S81° 26' 16.58"E DRIVE 1 Number C12 L15 L16 L17 L18 L19 L20 Radius 200.00 Length 43.27 13.09 118.49 24.00 73.73 21.34 13.00 Line/Chord Direction S50° 59' 02.20"E S57° 10' 53.48"E S57° 10' 53.48"E S57° 10' 53.48"E S57° 10' 53.48"E S44° 47' 10.92"E S44° 47' 10.92"E DRIVE 2 Number C13 C14 C15 L21 L22 L23 L24 L25 Radius 200.00 200.00 200.00 Length 43.61 7.48 38.02 12.00 54.45 75.28 21.27 12.00 Line/Chord Direction N39° 03' 54.89"E N44° 14' 23.63"E N37° 43' 19.91"E N32° 49' 06.52"E N32° 49' 06.52"E N45° 18' 43.27"E N32° 16' 35.83"E N32° 16' 35.83"E DRIVE 3 Number C16 C17 C18 C19 C20 L26 L27 L28 L29 L30 L31 L32 Radius 38.00 1001.00 38.00 38.00 99.00 Length 33.30 80.44 45.30 85.28 51.06 94.27 56.61 91.53 123.63 110.59 173.09 15.14 Line/Chord Direction S21° 43' 27.99"E S1° 04' 52.52"W S32° 55' 48.19"W N48° 37' 44.96"W N30° 26' 13.88"E S46° 49' 56.01"E S3° 23' 00.04"W S1° 13' 15.01"E S67° 04' 51.39"W N15° 39' 38.69"E N45° 12' 49.08"E N45° 12' 49.08"E DRIVE 4 Number C21 C22 C23 C24 C25 C26 C27 C28 L33 L34 L35 L36 L37 L38 L39 L40 L41 Radius 38.00 76.00 76.00 49.00 38.00 38.00 38.00 98.00 Length 30.69 61.36 86.03 44.80 28.43 46.95 52.35 107.67 36.11 331.52 91.64 123.03 180.80 79.36 41.65 119.84 180.84 Line/Chord Direction S32° 32' 46.85"E S32° 32' 22.83"E S88° 05' 56.70"E S27° 27' 28.58"W N80° 54' 22.71"E S89° 02' 29.34"W S38° 11' 47.62"E S24° 12' 33.61"E S7° 15' 53.66"W S55° 41' 00.88"E S9° 24' 32.82"E S55° 40' 12.85"E N59° 28' 19.44"E S77° 39' 34.01"E S1° 15' 58.78"W S53° 38' 58.38"W N55° 33' 59.70"W DRIVE 5 Number L42 Radius Length 195.25 Line/Chord Direction S55° 31' 02.60"E DRIVE 6 Number L43 Radius Length 92.59 Line/Chord Direction N34° 19' 47.15"E DRIVE 7 Number L44 Radius Length 185.00 Line/Chord Direction N67° 10' 01.73"E DRIVE 8 Number C29 L45 L46 L47 L48 Radius 38.00 Length 17.41 38.00 101.13 133.48 145.51 Line/Chord Direction N21° 11' 29.82"E N34° 18' 59.12"E N8° 04' 00.52"E S55° 41' 00.88"E S34° 18' 59.12"W DRIVE 9 Number C30 L49 L50 Radius 50.00 Length 22.91 16.70 75.30 Line/Chord Direction N21° 11' 29.82"E N34° 18' 59.12"E N8° 04' 00.52"E DRIVE 10 Number C31 C32 C33 L51 L52 L53 L54 Radius 38.00 37.00 37.00 Length 12.89 58.12 58.53 32.70 2.11 84.21 39.60 Line/Chord Direction S44° 02' 31.74"W S10° 40' 43.23"E N79° 00' 11.65"E S53° 45' 46.71"W S34° 19' 16.77"W S55° 40' 43.23"E N33° 41' 06.52"E 0 80'160' SCALE 1:80 ALIGNMENT: DRIVE 1 ALIGNMENT: DRIVE 3 ALIGNMENT: DRIVE 2 ALIGNMENT: AMMENITY CIRCLE ALIGNMENT: AMERICAN WILLOW DRIVE ALIGNMENT: MOUNTAIN WILLOW DRIVE ALIGNMENT: DRIVE 4 ALIGNMENT: DRIVE 4 ALIGNMENT: AMERICAN WILLOW DRIVE ALIGNMENT: DRIVE 7 ALIGNMENT: DRIVE 5 ALIGNMENT: DRIVE 6 ALIGNMENT: DRIVE 8 ALIGNMENT: DRIVE 9 ALIGNMENT: DRIVE 10 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , R D - A L I G N 2 , 8 / 3 0 / 2 0 2 3 9 : 4 7 : 3 2 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K >>>>>>>>>> > > >>>> > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>> 98.50 98.50 98.50 98.50 98.50 98.50 98.50 100.00 100.00 100.00 100.00 100.00 100.00 98.11 98.17 98.17 98.11 99.61 99.67 99.67 99.61 97.83 97.83 97.83 97.83 97.41 97.83 97.83 97.83 97.83 99.33 99.33 98.91 99.33 99.33 99.33 99.33 98.11 98.17 98.11 98.17 99.61 99.67 99.61 99.67 99.28 100.00 97.41 98.91 99.33 99.24 99.12 97.78 98.50 97.74 97.62 96.93 FL 96.8 1 F L 97.22 FL 98.15 FL 98.41 FL 98.66 FL 98.76 FL 98.72 FL 98.43 FL 98.24 FL 98.17 FL 97.89 FL97.29 FL96.69 FL 95.50 FL 96.51 96.61 96.71 96.81 97.0196.9196.81 95.91 96.11 98.01 98.21 98.31 98.41 98.2198.11 98.31 98.71 98.91 99.41 99.50 96 . 9 2 96 . 8 8 97 . 3 3 97.2697.10 98.63 98.79 96.25 96.5595.65 97.75 98.05 98.45 97 . 4 2 98 . 4 2 98 . 3 8 98 . 8 3 98 . 9 2 1. 0 0 % 4. 0 0 % 5. 0 0 % 2. 0 0 % 1. 0 0 % 1. 0 0 % 1. 0 0 % 1. 0 0 % 1. 0 0 % 1. 0 0 % 2. 0 0 % 2. 0 0 % 2. 0 0 % 2. 0 0 % 2. 0 0 % 2. 0 0 % 2.00%1.00%2.00%1.00%2.00% 1.00%1.00% 1.41 % 1.41 % 2.23% 2.23% 1.00% 1.00 % 5.67%2.00% 1.0 0 % 1.00% 0.2 3 % 0.00% 1. 0 0 % 1 . 0 0 % 1.00 % 1.00%1.00%3.17% 1. 0 0 % 4. 0 0 % 4. 7 4 % 8.33%8.33% 8.29%8.33% 8.33%8.33% 8.29%8.33% > >>>> > > > > > > > > > > > > > 96.63 FL 96.37 FL 96.19 FL 95.95 FL 95.70 FL 96.96 97.83 98.10 97.83 98.50 97.83 98.50 FFE 98.50 FFE 100.00 1.00% 1. 0 0 % 1. 0 0 % 1. 0 0 % CURB CHASE CURB CHASE 3. 4 8 % 4. 0 0 % 3. 2 1 % 4. 0 0 % LIMITING GRADE DECK to SWALE 6" DROP 96.7 0 F L 98.57 FL 96 . 7 3 F L 98. 3 1 F L 98.2 3 F L 2.00%2.00% 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 10'20' SCALE 1:10 R Know what's below. Call before you dig.26 GRADING PLAN SAMPLE BUILDING NOTES: 1.THE INTENT OF THIS SAMPLE BUILDING GRADING PLAN IS TO SHOW TYPICAL ACCESSIBILITY INTO THE UNIT, ACCESSIBLE PARKING, DRAINAGE SWALES AROUND THE BUILDING, AND CURB CHASE DRAINAGE PHILIOSPHIES. ACTUAL GRADING WILL VARY. 2.ELEVATION 100.00 = FINISHED FLOOR ELEVATION (FFE) OF THE HIGH END OF THE BUILDING TYPE WITH THE 1.5' STEP, WHICH EVERY BUILDING OF THIS TYPE HAS. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 G P W A C I V I L B L D G G r a d i n g S a m p l e . d w g , G R - S A M P L E , 8 / 3 0 / 2 0 2 3 9 : 4 7 : 4 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F PLAYGROUND OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT E FEATURE/ DETENTION POND 2 DETENTION POND 1 TEMPORARY SEDIMENTATION BASIN 76.10 EX 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 60'120' SCALE 1:60 27 SIGNAGE & STRIPING PLAN R Know what's below. Call before you dig. R1-1 (18"x18") STOP SIGN R1-1 (18"x18") STOP SIGN R1-1 (18"x18") STOP SIGN R1-1 (18"x18") STOP SIGN R1-1 (18"x18") STOP SIGN R2-1 (24"x30") SPEED LIMIT 15 SIGN SPEED LIMIT 15 R2-1 (24"x30") SPEED LIMIT 15 SIGN SPEED LIMIT 15 R2-1 (24"x30") SPEED LIMIT 15 SIGN SPEED LIMIT 15 R2-1 (24"x30") SPEED LIMIT 15 SIGN SPEED LIMIT 15 R2-1 (24"x30") SPEED LIMIT 15 SIGN SPEED LIMIT 15 R1-1 (18"x18") STOP SIGN R1-1 (18"x18") STOP SIGN R1-1 (18"x18") STOP SIGN P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , S I G N , 8 / 3 0 / 2 0 2 3 9 : 4 8 : 1 1 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K AMERICAN WILLOW DRIVE PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8702 8704 8706 8708 8710 -0+50 -0+50.00 0+00 1+00 2+00 2+70.48 3+00 3+81.04 4+00 4+27.68 5+00 6+00 6+09.62 7+00 8+00 -0+50 -0+50.00 0+00 1+00 2+00 2+70.48 3+00 3+81.04 4+00 4+27.68 5+00 6+00 6+09.62 7+00 8+00 -2.00%-2.08%1.49%1.11%-1.13%-3.38%-3.71% -4.91% -5.41% -1.09% -1.00% -4.00% -5.91% GR A D E B R E A K S T A = - 0 + 0 0 . 4 8 EL E V = 8 7 0 0 . 5 0 6 GR A D E B R E A K S T A = 0 + 1 1 . 5 2 EL E V = 8 7 0 0 . 2 6 6 GR A D E B R E A K S T A = 0 + 3 6 . 9 4 EL E V = 8 7 0 0 . 4 3 6 GR A D E B R E A K S T A = 0 + 5 9 . 5 5 EL E V = 8 6 9 9 . 8 8 9 GR A D E B R E A K S T A = 0 + 7 5 . 0 0 EL E V = 8 6 9 9 . 3 1 5 GR A D E B R E A K S T A = 1 + 0 0 . 0 0 EL E V = 8 6 9 8 . 0 8 7 GR A D E B R E A K S T A = 1 + 2 5 . 0 0 EL E V = 8 6 9 6 . 7 3 5 PVI STA: 2+48.92 PVI ELEV: 8689.41 K: 41.48 LVC: 200.00 BV C S : 1 + 4 8 . 9 2 BV C E : 8 6 9 5 . 3 2 EV C S : 3 + 4 8 . 9 2 EV C E : 8 6 8 8 . 3 2 PVI STA: 3+81.04 PVI ELEV: 8687.96 K: 108.93 LVC: 10.00 BV C S : 3 + 7 6 . 0 4 BV C E : 8 6 8 8 . 0 2 EV C S : 3 + 8 6 . 0 4 EV C E : 8 6 8 7 . 9 1 BV C S : 8 + 0 4 . 5 9 PVI STA: 6+05.41 PVI ELEV: 8685.72 K: 20.00 LVC: 60.00BV C S : 5 + 7 5 . 4 1 BV C E : 8 6 8 6 . 0 2 EV C S : 6 + 3 5 . 4 1 EV C E : 8 6 8 4 . 5 2 EX-SSMH-WM 1-21.13A STA: 21+57.75 OFF: 15.72 L RIM: 8686.18 INV IN: 8671.20 (S) INV OUT: 8670.53 (W) CUT: 23.1 53' ~ 8" EX. PVC @ 0.50% EX-SSMH-4C STA: 4+63.40 OFF: 19.11 L RIM: 8687.11 INV IN: 8671.66 (SE) INV OUT: 8671.46 (N) CUT: 15.7 52'~12" WTR @ -0.0% 12" ~ 22° BEND w/KB AMERICAN WILLOW DRIVE STA: 5+48.54 OFF: 4.46 L TOP: 8674.91 12x8 TEE w/ KB + 12" GV(E) + 8" GV(S) AMERICAN WILLOW DRIVE STA: 6+14.11 OFF: 5.00 R TOP: 8673.82 TOP: 8673.63 81'~12" WTR @ 3 . 0 % 79'~12" W T R @ 4 . 1 % 12x6 TEE w/ KB + 6" GV(S) AMERICAN WILLOW DRIVE STA: 6+94.96 OFF: 5.00 R TOP: 8671.39 12x6 TEE w/ KB AMERICAN WILLOW DRIVE STA: 7+73.79 OFF: 5.00 R TOP: 8668.17 101' ~ 12" EX.WATER 141' ~ 12" EX.WAT E R TOP: 8677.55 MOUNTAIN WILLOW DRIVE STA: 21+62.64 OFF: 31.19 L TOP: 8674.91 TOP: 8679.11 TOP: 8678.94 269' ~ 1 2 " E X . W A T E R TOP: 8690.51 TOP: 8690.77 SAN BOT: 8671.8 18" RCP 2 INV=8681.20± 24" RCP 2 INV=8681.20± 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8702 8704 8706 8708 8710 8+00 9+00 9+29.46 10+00 8+00 9+00 9+29.46 10+00 1.00% GR A D E B R E A K S T A = 1 0 + 0 0 . 0 0 EL E V = 8 6 7 6 . 2 0 8 PVI STA: 8+74.59 PVI ELEV: 8674.95 K: 28.00 LVC: 140.00 BV C S : 8 + 0 4 . 5 9 BV C E : 8 6 7 7 . 7 5 EV C S : 9 + 4 4 . 5 9 EV C E : 8 6 7 5 . 6 5 LOW PT. STA: 9+16.59 LOW PT ELEV: 8675.51 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O MA T C H L I N E MA T C H L I N E 29 ROADWAY PROFILE AMERICAN WILLOW DRIVE P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - R - A W D , 8 / 3 0 / 2 0 2 3 9 : 4 8 : 2 2 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K MOUNTAIN WILLOW DRIVE PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8656 8658 8660 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8+00 8+77.93 9+00 10+00 10+20.69 10+75.63 11+00 11+65.41 12+00 13+00 13+77.36 14+00 15+00 15+49.81 16+00 8+00 8+77.93 9+00 10+00 10+20.69 10+75.63 11+00 11+65.41 12+00 13+00 13+77.36 14+00 15+00 15+49.81 16+00 EX-SSMH-WM 1-21.7A STA: 15+00.06 OFF: 2.69 R RIM: 8676.19 INV IN: 8666.49 (SE) INV OUT: 8666.29 (NW) CUT: 9.9 EX-SSMH-3 STA: 14+72.13 OFF: 4.64 R RIM: 8675.58 INV IN: 8666.10 (SE) INV OUT: 8666.10 (NW) CUT: 9.5 EX-SSMH-WM 1-21.6A STA: 14+31.31 OFF: 0.49 R RIM: 8674.68 INV IN: 8665.82 (SE) INV OUT: 8665.62 (W) CUT: 9.1 EX-SSMH-WM 1-21.5A STA: 12+83.76 OFF: 4.32 R RIM: 8671.80 INV IN: 8664.86 (E) INV IN: 8664.86 (S) INV IN: 8664.86 (W) INV OUT: 8664.96 (N) CUT: 6.9 EX-SSMH-WM 1-21.5A.1 STA: 11+35.85 OFF: 0.85 R RIM: 8673.41 INV IN: 8665.79 (W) INV OUT: 8665.59 (E) CUT: 7.8 EX-SSMH-WM 1-21.5A.2 STA: 9+80.93 OFF: 3.35 R RIM: 8675.09 INV IN: 8666.78 (S) INV OUT: 8666.58 (E) CUT: 8.5 155' ~ 8" EX. PVC @ 0.51% 148' ~ 8" EX. PVC @ 0.49%147' ~ 8" EX. PVC @ 0.52%40' ~ 8" EX. PVC @ 0.69%27' ~ 8" EX. PVC @ 0.69%162' ~ 8" EX. PVC @ 0.45% EX. 12x8 TEE + (3) GV) MOUNTAIN WILLOW DRIVE STA: 9+68.57 OFF: 7.01 L EX. 12x8 CROSS + (2) 12" EX. GV + (2) 8" EX. GV MOUNTAIN WILLOW DRIVE STA: 12+94.45 OFF: 5.32 L TOP: 8663.98 8656 8658 8660 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 16+00 16+42.93 17+00 18+00 19+00 19+22.67 20+00 20+04.52 20+86.37 21+00 21+67.63 22+00 22+32 16+00 16+42.93 17+00 18+00 19+00 19+22.67 20+00 20+04.52 20+86.37 21+00 21+67.63 22+00 22+32 1.73% 1.69% 2.00% GR A D E S T A : 2 0 + 5 0 . 0 0 E L = 8 6 8 4 . 2 6 GR A D E S T A : 2 1 + 9 1 . 0 1 E L = 8 6 8 6 . 6 6 GR A D E S T A : 2 2 + 0 1 . 6 7 E L = 8 6 8 6 . 8 7 EX-SSMH-WM 1-21.8A STA: 16+62.96 OFF: 3.83 R RIM: 8678.76 INV IN: 8667.32 (SE) INV IN: 8667.32 (SW) INV OUT: 8667.22 (NW) CUT: 11.6 162' ~ 8" EX. PVC @ 0.45%75' ~ 8" EX. PVC @ 0.51%60' ~ 8" EX. PVC @ 0.55% EX-SSMH-WM 1-21.12A STA: 19+70.10 OFF: 1.28 R RIM: 8683.22 INV IN: 8669.60 (E) INV IN: 8669.60 (S) INV OUT: 8669.50 (W) CUT: 13.7 192' ~ 8" EX. PVC @ 0.48% EX-SSMH-WM 1-21.13A STA: 21+57.75 OFF: 15.72 L RIM: 8686.18 INV IN: 8671.20 (S) INV OUT: 8670.53 (W) CUT: 23.1 EX-SSMH-WM 1-21.9A STA: 17+33.92 OFF: 18.00 R RIM: 8679.73 INV IN: 8667.90 (SE) INV OUT: 8667.70 (NW) CUT: 13.1 EX-SSMH-WM 1-21.10A STA: 17+90.53 OFF: 5.75 R RIM: 8680.61 INV IN: 8668.40 (SE) INV OUT: 8668.23 (NW) CUT: 13.7 EX-SSMH-WM 1-21.11A STA: 18+54.40 OFF: 6.66 R RIM: 8681.50 INV IN: 8669.00 (E) INV OUT: 8668.70 (NW) CUT: 16.8 65' ~ 8" EX. PVC @ 0.46%117' ~ 8" EX. PVC @ 0.43% MOUNTAIN WILLOW DRIVE STA: 19+88.24 OFF: 7.12 L TOP: 8672.23 186' ~ 12" EX.WATER 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O ST A 1 6 + 0 0 MO U N T A I N W I L L O W D R I V E MA T C H L I N E MA T C H L I N E MO U N T A I N W I L L O W D R I V E ST A 1 6 + 0 0 28 ROADWAY PROFILE MOUNTAIN WILLOW DRIVE P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - R - M W D , 8 / 3 0 / 2 0 2 3 9 : 4 8 : 3 8 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K DRIVE 5 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8676 8678 8680 8682 8684 8686 8688 8690 8676 8678 8680 8682 8684 8686 8688 8690 1+00 1+00.00 2+00 2+95.25 3+00 1+00 1+00.00 2+00 2+95.25 3+00 1.67% GR A D E B R E A K S T A = 1 + 1 5 . 8 1 EL E V = 8 6 8 3 . 5 0 9 GR A D E B R E A K S T A = 2 + 7 9 . 7 3 EL E V = 8 6 8 6 . 2 3 8 DRIVE 2 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 1+00 1+00.001+12.00 1+66.45 2+00 2+10.06 2+85.342+92.83 3+00 3+30.84 3+52.11 3+64 3+64.11 1+00 1+00.001+12.00 1+66.45 2+00 2+10.06 2+85.342+92.83 3+00 3+30.84 3+52.11 3+64 3+64.11 -3.13% -1.00%-1.79%2.23% GR A D E B R E A K S T A = 1 + 1 2 . 0 0 EL E V = 8 6 8 9 . 6 0 3 GR A D E B R E A K S T A = 2 + 8 2 . 1 4 EL E V = 8 6 8 5 . 1 3 2 GR A D E B R E A K S T A = 3 + 5 2 . 1 1 EL E V = 8 6 8 5 . 7 5 1 PVI STA: 2+18.51 PVI ELEV: 8686.27 K: 10.30 LVC: 13.86 BV C S : 2 + 1 1 . 5 8 BV C E : 8 6 8 6 . 4 9 EV C S : 2 + 2 5 . 4 4 EV C E : 8 6 8 6 . 1 4 PVI STA: 3+23.01 PVI ELEV: 8686.04 K: 4.96 LVC: 16.00 BV C S : 3 + 1 5 . 0 1 BV C E : 8 6 8 5 . 8 6 EV C S : 3 + 3 1 . 0 1 EV C E : 8 6 8 5 . 9 6 HIGH PT STA: 3+26.05 HIGH PT ELEV: 8685.99 61.59' ~ 6" PV C @ 2 . 8 5 % SSMH-4C-2B STA:1+27.02 OFF:7.45R RIM:8689.28 INV IN:8681.58 6" PVC INV OUT:8681.38 8" PVC CUT: 7.9 157.10' ~ 8 " P V C @ 5 . 4 8 % SSMH-4C-2 STA:2+77.68 OFF:-32.78L RIM:8685.28 INV IN:8672.46 8" PVC INV IN:8672.77 8" PVC INV OUT:8672.26 8" PVC CUT: 13.0 30'~8" WTR @ 1.4% 8x6 TEE w/ KB + 8" GV(N) + 6" GV(E) DRIVE 2 STA: 3+37.14 OFF: 4.09 L TOP: 8675.8934'~8" WTR @ 1.3% 8" ~ 45° BEND w/KB DRIVE 2 STA: 3+03.83 OFF: 1.00 R TOP: 8676.32 24" RCP 2 INV=8681.70± DRIVE 1 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8702 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8702 1+00 1+00.001+13.09 2+00 2+31.57 2+55.57 3+00 3+29.30 3+72.57 3+93.90 4+004+07 1+00 1+00.001+13.09 2+00 2+31.57 2+55.57 3+00 3+29.30 3+72.57 3+93.90 4+004+07 -1.10% ~ 26.13' 46.13' (PVI to PVI) -2.00% ~ 13.00' 13.00' (PVI to PVI)2.00% ~ 14.84' 34.84' (PVI to PVI) 1.00% ~ 65.55' 85.55' (PVI to PVI) 4.00% ~ 51 . 0 0 ' 56.00' (PVI t o P V I ) GR A D E B R E A K S T A = 1 + 0 0 . 0 0 EL E V = 8 6 8 4 . 8 9 8 GR A D E B R E A K S T A = 3 + 9 3 . 9 0 EL E V = 8 6 8 9 . 6 7 4 GR A D E B R E A K S T A = 4 + 0 6 . 9 0 EL E V = 8 6 8 9 . 4 1 4 GRADE BREAK STA = 2+58.22 ELEV = 8689.160 GRADE BREAK STA = 2+54.22 ELEV = 8689.327 GR A D E B R E A K S T A = 2 + 4 3 . 5 5 EL E V = 8 6 8 9 . 5 4 0 GRADE BREAK STA = 2+32.88 ELEV = 8689.327 GRADE BREAK STA = 2+28.88 ELEV = 8689.160 GRADE BREAK STA = 2+62.22 ELEV = 8689.327 GRADE BREAK STA = 2+20.88 ELEV = 8689.367 GRADE BREAK STA = 2+24.88 ELEV = 8689.327 PVI STA: 1+34.84 PVI ELEV: 8685.59 K: 12.90 LVC: 40.00 BV C S : 1 + 1 4 . 8 4 BV C E : 8 6 8 5 . 1 9 EV C S : 1 + 5 4 . 8 4 EV C E : 8 6 8 6 . 6 1 PVI STA: 3+47.77 PVI ELEV: 8690.18 K: 19.03 LVC: 40.00 BV C S : 3 + 2 7 . 7 7 BV C E : 8 6 8 9 . 9 8 EV C S : 3 + 6 7 . 7 7 EV C E : 8 6 8 9 . 9 6 HIGH PT STA: 3+46.80 HIGH PT ELEV: 8690.08 PVI STA: 1+64.88 PVI ELEV: 8687.13 K: 9.08 LVC: 10.00 BV C S : 1 + 5 9 . 8 8 BV C E : 8 6 8 6 . 8 7 EV C S : 1 + 6 9 . 8 8 EV C E : 8 6 8 7 . 3 3 81'~8" WTR @ -1.2%7'~ 8 " W T R @ - 3 0 . 1 % 8x6 TEE w/ KB + 6" GV DRIVE 1 STA: 1+79.91 OFF: 11.00 L TOP: 8676.44 8" ~ 11° BEND w/KB DRIVE 1 STA: 1+86.42 OFF: 11.38 L TOP: 8678.40 52'~8" WTR @ -1.0% CUT-IN 12x12 CROSS w/ KB + (2) 8" GV (E+W) +12" GV (S) + EX.12" GV (N) (4' SOUTH OF EX. TEE) DRIVE 1 STA: 2+38.36 OFF: 9.78 L TOP: 8679.11 TOP: 8678.94 41'~8" WTR @ -2.6%8x6 TEE w/ KB + 6" GV DRIVE 1 STA: 2+79.70 OFF: 9.83 L TOP: 8680.01 48'~8" WTR @ -0.8%8" ~ 22° BEND w/KB DRIVE 1 STA: 3+27.45 OFF: 10.05 L TOP: 8680.39 SAN BOT: 8682.3 8" ~ 45° BEND w/KB DRIVE 1 STA: 4+01.68 OFF: 12.02 R TOP: 8680.39 78'~8" WTR @ 0.0% DRIVE 3 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8702 8704 1+00 1+00.00 1+94.27 2+00 2+27.57 2+84.18 3+00 3+64.61 4+00 4+56.15 5+00 5+01.45 6+00 6+25.07 7+00 7+10.35 8+00 8+20.94 8+72.00 9+00 1+00 1+00.00 1+94.27 2+00 2+27.57 2+84.18 3+00 3+64.61 4+00 4+56.15 5+00 5+01.45 6+00 6+25.07 7+00 7+10.35 8+00 8+20.94 8+72.00 9+00 PVI STA: 6+14.94 PVI ELEV: 8694.09 K: 12.47 LVC: 50.00 BV C S : 5 + 8 9 . 9 4 BV C E : 8 6 9 3 . 6 0 EV C S : 6 + 3 9 . 9 4 EV C E : 8 6 9 3 . 5 9 HIGH PT. STA: 6+14.66 HIGH PT ELEV: 8693.84 SSMH-4C-3 STA:2+30.30 OFF:5.88R RIM:8687.36 INV IN:8673.58 8" PVC INV OUT:8673.38 8" PVC CUT: 16.0 SSMH-4C-5 STA:4+98.73 OFF:-30.68L RIM:8692.52 INV OUT:8684.50 8" PVC CUT: 8.0 144.62' ~ 8" PVC @ 2 . 4 3 % 159'~8" WTR @ -1.5% 8" ~ 45° BEND w/KB DRIVE 3 STA: 8+65.59 OFF: 5.44 L TOP: 8680.39 5'~8" WTR @ -4.4% 8" ~ 45° BEND w/KB DRIVE 3 STA: 7+07.16 OFF: 4.88 R TOP: 8682.75 8x6 TEE w/ KB + 6" GV DRIVE 3 STA: 7+02.27 OFF: 8.00 R TOP: 8682.97 39'~8" WTR @ - 3 . 0 % 8" ~ 45° BEND w/KB DRIVE 3 STA: 6+52.06 OFF: 4.52 R TOP: 8684.16 24'~8" WTR @ -1.4% 2'~8" WTR @ 0.0% 8x6 TEEw/ KB + 8" GV (N) + 6" GV (E) DRIVE 3 STA: 6+29.25 OFF: 3.72 L TOP: 8684.48 8" ~ 45° BEND w/KB DRIVE 3 STA: 6+27.66 OFF: 5.10 L TOP: 8684.48 152'~8" WTR @ 2.0% 3'~8" WTR @ 0.4% 8" ~ 45° BEND w/KB DRIVE 3 STA: 4+81.18 OFF: 11.90 L TOP: 8681.42 4'~8" WTR @ 0.4% 8x6 TEE w/ KB + 6" GV DRIVE 3 STA: 4+79.25 OFF: 11.42 L TOP: 8681.41 8" ~ 22° BEND w/KB + 8" GV(N) DRIVE 3 STA: 4+76.21 OFF: 10.82 L TOP: 8681.40 87'~8" WTR @ 0.7% 8x6 TEE w/ KB + 8" GV (N) + 6" GV (E) DRIVE 3 STA: 3+93.74 OFF: 7.13 L TOP: 8680.75 40'~8" WTR @ 0.5%8x6 TEE w/ KB + 6" GV DRIVE 3 STA: 3+53.90 OFF: 8.42 L TOP: 8680.55 12'~8" WTR @ 1.7% 8" ~ 45° BEND w/KB DRIVE 3 STA: 2+15.62 OFF: 6.47 L TOP: 8677.74 110'~8" WTR @ 1.1% 8" ~ 22° BEND w/KB DRIVE 3 STA: 1+08.10 OFF: 7.36 L TOP: 8676.53 8'~8" WTR @ 2.6% 8x6 TEE w/ KB + 8" GV (N) + 6" GV (E) DRIVE 3 STA: 2+25.78 OFF: 4.89 L TOP: 8677.94 SSMH-4C-4 STA:13+74.18 OFF:-429.21L RIM:8689.79 INV IN:8677.30 8" PVC INV IN:8677.30 8" PVC INV OUT:8677.10 8" PVC CUT: 12.7 6" WYE STA: 13+54.25 INV IN: 8672.96 (SE) INV IN: 8674.16 (NE) INV OUT: 8672.96 (NW) 70.45' ~ 8" PVC @ 0.60% 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8702 8704 9+00 10+00 10+45.10 10+60 10+60.24 9+00 10+00 10+45.10 10+60 10+60.24 -1.14% -4.41% GR A D E B R E A K S T A = 1 0 + 3 0 . 0 0 EL E V = 8 6 8 7 . 6 7 7 GR A D E B R E A K S T A = 1 0 + 4 5 . 1 0 EL E V = 8 6 8 7 . 0 1 0 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O DR I V E 3 - S T A T I O N 9 + 0 0 MA T C H L I N E MA T C H L I N E DR I V E 3 - S T A T I O N 9 + 0 0 30 ROADWAY PROFILE DRIVES 1, 2, 3, & 5 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - R - 1 2 3 5 , 8 / 3 0 / 2 0 2 3 9 : 4 8 : 5 6 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K DRIVE 4 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8660 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 1+00 1+00.00 1+36.11 2+00 2+43.78 3+00 4+00 5+00 5+75.30 6+00 6+05.99 6+97.63 7+00 7+59.00 8+00 8+82.03 9+00 1+00 1+00.00 1+36.11 2+00 2+43.78 3+00 4+00 5+00 5+75.30 6+00 6+05.99 6+97.63 7+00 7+59.00 8+00 8+82.03 9+00 PVI STA: 9+66.73 PVI ELEV: 8685.16 BV C S : 9 + 4 3 . 5 9 BV C E : 8 6 8 6 . 2 4 PVI STA: 6+70.99 PVI ELEV: 8683.59 K: 8.00 LVC: 40.00 BV C S : 6 + 5 0 . 9 7 BV C E : 8 6 8 3 . 3 9 EV C S : 6 + 9 0 . 9 7 EV C E : 8 6 8 4 . 7 9 SSMH-WM1-21.5A.3 STA:1+69.65 OFF:-4.04L RIM:8676.43 INV OUT:8667.42 8" PVC CUT: 9.0 35.44' ~ 8" PVC @ 1.00% 29' ~ 8" EX. PVC @ 1.00% EX-SSMH-WM 1-21.5A.2 STA:9+80.93 OFF:3.35R RIM:8675.09 INV IN:8666.78 8" PVC INV OUT:8666.58 8" PVC CUT: 8.5 8" SS PLUG2 STA:9+82.37 OFF:32.37R RIM:8667.80 INV IN:8667.07 8" PVC INV OUT:8667.07 8" PVC CUT: 3.7 8" ~ 11° BEND w/KB DRIVE 4 STA: 5+44.62 OFF: 5.00 R TOP: 8672.17 164'~8" WTR @ -1.4% 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 3+80.50 OFF: 5.00 R TOP: 8669.87 177'~8" WTR @ -0.8% 29'~8" WTR @ -1.6% 47'~8" WTR @ - 2 . 5 % 8" ~ 22° BEND w/KB DRIVE 4 STA: 1+61.75 OFF: 7.15 R TOP: 8667.19 8" ~ 45° BEND w/KB DRIVE 4 STA: 2+03.57 OFF: 14.32 R TOP: 8668.35 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 1+34.01 OFF: 2.07 R TOP: 8666.49 8" ~ 11° BEND w/ KB DRIVE 4 STA: 1+29.25 OFF: 1.82 R TOP: 8666.35 37' ~ 8" EX.WATER SAN BOT: 8672.2 1. 6 2 ' 8" ~ 45° BEND w/KB DRIVE 4 STA: 9+29.28 OFF: 13.03 R TOP: 8677.26 12'~8" WTR @ -3.0% 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 9+20.02 OFF: 6.61 R TOP: 8677.62 TOP: 8677.4559'~8" WTR @ -0.4% 8" ~ 11° BEND w/KB DRIVE 4 STA: 7+80.08 OFF: 1.98 L TOP: 8678.18 36'~8" WTR @ 1.9% 8" ~ 22° BEND w/KB DRIVE 4 STA: 7+43.26 OFF: 7.13 L TOP: 8677.48 107'~8" W T R @ 4 . 5 % 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 6+32.57 OFF: 5.07 R TOP: 8672.67 70'~8" WTR @ 0.7% 8x8 TEE w/ KB + 8" GV (E) + 8" GV (S) DRIVE 4 STA: 5+58.90 OFF: 3.80 L TOP: 8672.22 TOP: 8672.22 8'~8" WTR @ -0.3% 8" ~ 45° BEND w/KB DRIVE 4 STA: 5+54.32 OFF: 3.07 R TOP: 8672.19 10'~8" WTR @ -0.2% 164'~8" WTR @ -1.4% 5' MH #1 STA: 7+99.83 OFF: 10.60 R FL: 8691.13-0.25' CUT: 6.5' INV IN: 8685.00 INV OUT: 8684.60 18" RCP 1 INV=8675.12± 24" RCP 5 INV=8684.19± SANITARY PIPE MUST BE 20' C900 STICK CENTERED ON CROSSING 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 8+62.79 OFF: 2.87 L TOP: 8677.85 DRIVE 4 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8660 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 9+00 9+68.06 10+00 11+00 11+48.85 11+77.29 12+00 12+56.65 13+00 13+08.99 13+50.64 13+95.44 14+00 15+00 15+15.27 15+62.22 16+00 17+00 17+43.06 17+50 9+00 9+68.06 10+00 11+00 11+48.85 11+77.29 12+00 12+56.65 13+00 13+08.99 13+50.64 13+95.44 14+00 15+00 15+15.27 15+62.22 16+00 17+00 17+43.06 17+50 -1.00%-1.00% 1.00%2.00% 2.00% 1.00% 1.00%2.00% 1.00% -4.69% -1.03% -2.00% GR A D E B R E A K S T A = 1 0 + 6 5 . 1 9 EL E V = 8 6 8 3 . 4 8 8 GR A D E B R E A K S T A = 1 1 + 6 3 . 0 7 EL E V = 8 6 8 2 . 5 0 9 GR A D E B R E A K S T A = 1 3 + 4 0 . 5 3 EL E V = 8 6 8 4 . 2 8 4 GR A D E B R E A K S T A = 1 3 + 7 1 . 2 1 EL E V = 8 6 8 4 . 8 9 7 GR A D E B R E A K S T A = 1 4 + 2 2 . 6 9 EL E V = 8 6 8 5 . 9 2 7 GR A D E B R E A K S T A = 1 4 + 5 2 . 6 9 EL E V = 8 6 8 6 . 2 2 7 GR A D E B R E A K S T A = 1 5 + 1 2 . 6 9 EL E V = 8 6 8 7 . 4 2 7 GR A D E B R E A K S T A = 1 3 + 1 0 . 5 3 EL E V = 8 6 8 3 . 9 8 4 GR A D E B R E A K S T A = 1 7 + 1 8 . 4 9 EL E V = 8 6 8 5 . 8 9 8 GR A D E B R E A K S T A = 1 0 + 3 5 . 1 9 EL E V = 8 6 8 3 . 7 8 8 PVI STA: 9+66.73 PVI ELEV: 8685.16 K: 17.21 LVC: 46.30 BV C S : 9 + 4 3 . 5 9 BV C E : 8 6 8 6 . 2 4 EV C S : 9 + 8 9 . 8 9 EV C E : 8 6 8 4 . 6 9 PVI STA: 15+41.67 PVI ELEV: 8687.72 K: 14.66 LVC: 29.73 BV C S : 1 5 + 2 6 . 8 0 BV C E : 8 6 8 7 . 5 7 EV C S : 1 5 + 5 6 . 5 3 EV C E : 8 6 8 7 . 5 6 HIGH PT STA: 15+41.46 HIGH PT ELEV: 8687.64 SSMH-WM1-1-21.12A.2 STA:12+60.95 OFF:-22.37L RIM:8683.15 INV IN:8670.39 8" PVC INV OUT:8670.19 8" PVC CUT: 13.0 136.28' ~ 8" PVC @ 2 . 8 9 % SSMH-WM1-1-21.12A.3 STA:13+99.52 OFF:5.50R RIM:8685.35 INV OUT:8674.32 8" PVC CUT: 11.0 18'~8" WTR @ -1.5% 8" ~ 22° BEND w/KB DRIVE 4 STA: 9+95.57 OFF: 5.50 R TOP: 8675.18 31'~8" WTR @ 0.4% 8x8 TEE w/ KB + 8" GV DRIVE 4 STA: 17+09.36 OFF: 16.71 R 8" ~ 45° BEND w/KB DRIVE 4 STA: 16+87.15 OFF: 5.50 L TOP: 8675.46 166'~8" WTR @ -1.2% 8" ~ 45° BEND w/KB DRIVE 4 STA: 11+63.07 OFF: 3.09 R TOP: 8673.20 115'~8" WTR @ 1.3% 8" ~ 45° BEND w/KB DRIVE 4 STA: 12+80.19 OFF: 1.93 L TOP: 8674.68 12'~8" WTR @ 0.3% 8" ~ 11° BEND w/ KB DRIVE 4 STA: 12+90.50 OFF: 10.26 L TOP: 8674.72 8x6 TEE w/ KB +(2) 8" GV(W+S) DRIVE 4 STA: 12+81.35 OFF: 10.85 L TOP: 8674.68 8" ~ 45° BEND w/KB DRIVE 4 STA: 13+23.51 OFF: 18.84 L TOP: 8675.23 40'~8" WTR @ 1.3% 46'~8" WTR @ 0.6% 8x8 TEE w/ KB + (3) 8" GV(N+E+S) DRIVE 4 STA: 13+64.96 OFF: 0.58 L TOP: 8675.49 32'~8" WTR @ -0.1% 9'~8" WTR @ 0.0% 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 14+04.01 OFF: 5.50 L TOP: 8675.46 8" ~ 22° BEND w/KB DRIVE 4 STA: 13+95.44 OFF: 5.50 L TOP: 8675.46 88'~8" WTR @ 0.0% 8" ~ 22° BEND w/KB DRIVE 4 STA: 14+91.99 OFF: 5.50 L TOP: 8675.46 71'~8" WTR @ 0.0% 8" ~ 45° BEND w/KB DRIVE 4 STA: 15+62.22 OFF: 5.50 L TOP: 8675.46 125'~8" WTR @ 0.0% 9'~8" WTR @ -0.0% 8" ~ 45° BEND w/KB DRIVE 4 STA: 9+29.28 OFF: 13.03 R TOP: 8677.26 12'~8" WTR @ -3.0% 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 9+20.02 OFF: 6.61 R TOP: 8677.62 TOP: 8677.4559'~8" WTR @ -0.4% 18" RCP 3 INV=8678.92± 8" ~ 45° BEND w/KB DRIVE 4 STA: 9+78.74 OFF: 13.01 R TOP: 8675.46 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O DR I V E 4 - S T A T I O N 9 + 0 0 MA T C H L I N E MA T C H L I N E DR I V E 4 - S T A T I O N 9 + 0 0 31 ROADWAY PROFILE DRIVE 4 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - R - 4 , 8 / 3 0 / 2 0 2 3 9 : 4 9 : 2 8 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K DRIVE 6 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 1+00 1+00.00 1+92.59 2+00 1+00 1+00.00 1+92.59 2+00 -2.27% ~ 53.07' 60.00' (PVI to PVI) GR A D E B R E A K S T A = 1 + 0 0 . 0 0 EL E V = 8 6 9 3 . 3 9 6 GR A D E B R E A K S T A = 1 + 1 2 . 0 0 EL E V = 8 6 9 3 . 1 5 6 GR A D E B R E A K S T A = 1 + 8 0 . 9 3 EL E V = 8 6 9 1 . 4 3 9 GR A D E B R E A K S T A = 1 + 9 2 . 5 9 EL E V = 8 6 9 1 . 2 0 5 PVI STA: 1+72.00 PVI ELEV: 8691.80 K: 8.00 LVC: 13.86 BV C S : 1 + 6 5 . 0 7 BV C E : 8 6 9 1 . 9 5 EV C S : 1 + 7 8 . 9 3 EV C E : 8 6 9 1 . 5 2 DRIVE 8 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 1+00 1+00.00 1+38.00 1+55.41 2+00 2+56.54 3+00 3+90.03 4+00 5+00 5+35.54 5+36 1+00 1+00.00 1+38.00 1+55.41 2+00 2+56.54 3+00 3+90.03 4+00 5+00 5+35.54 5+36 -3.00% -2.00%-1.00% 1.00%2.00% 3.00% -1.00%2.07% GR A D E B R E A K S T A = 1 + 1 4 . 3 3 EL E V = 8 6 8 0 . 8 2 8 GR A D E B R E A K S T A = 1 + 5 9 . 4 5 EL E V = 8 6 7 9 . 4 7 5 GR A D E B R E A K S T A = 2 + 0 1 . 4 6 EL E V = 8 6 7 8 . 6 3 5 GR A D E B R E A K S T A = 2 + 3 1 . 6 1 EL E V = 8 6 7 8 . 3 3 3 GR A D E B R E A K S T A = 3 + 1 4 . 0 4 EL E V = 8 6 7 7 . 5 0 9 GR A D E B R E A K S T A = 4 + 0 2 . 5 4 EL E V = 8 6 7 9 . 3 4 0 GR A D E B R E A K S T A = 4 + 3 2 . 5 4 EL E V = 8 6 7 9 . 6 4 0 GR A D E B R E A K S T A = 4 + 9 4 . 8 3 EL E V = 8 6 8 0 . 8 8 6 GR A D E B R E A K S T A = 5 + 2 1 . 2 0 EL E V = 8 6 8 1 . 6 7 7 8x8 TEE w/ KB + 8" GV (E) + 8" GV (S) DRIVE 4 STA: 5+58.90 OFF: 3.80 L TOP: 8672.22 TOP: 8672.22 8" ~ 45° BEND w/KB DRIVE 4 STA: 5+63.81 OFF: 11.13 L TOP: 8672.32 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 5+62.05 OFF: 21.82 L TOP: 8672.18 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 5+61.52 OFF: 25.01 L TOP: 8672.08 TOP: 8671.90 4'~8" WTR @ 3.9% 8" ~ 22° BEND w/KB DRIVE 4 STA: 5+60.94 OFF: 28.50 L TOP: 8671.94 105'~8" WTR @ 2.6% 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 5+07.24 OFF: 118.20 L TOP: 8669.26 TOP: 8669.14 27'~8" WTR @ 2.2% 8" ~ 22° BEND w/KB DRIVE 4 STA: 4+93.51 OFF: 141.13 L TOP: 8668.68 60'~8" WTR @ 2. 1 % 18" RCP 1 INV=8673.89±18" RCP 1 INV=8673.61± SAN TOP: 8666.0 SAN TOP: 8667.6 DRIVE 7 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 1+00 1+00.00 2+00 2+85 2+85.00 1+00 1+00.00 2+00 2+85 2+85.00 3.00%-1.73% GR A D E B R E A K S T A = 1 + 1 8 . 3 1 EL E V = 8 6 9 0 . 8 1 1 GR A D E B R E A K S T A = 2 + 6 9 . 5 8 EL E V = 8 6 8 9 . 5 6 5 PVI STA: 1+47.19 PVI ELEV: 8691.68 K: 8.46 LVC: 40.00 BV C S : 1 + 2 7 . 1 9 BV C E : 8 6 9 1 . 0 8 EV C S : 1 + 6 7 . 1 9 EV C E : 8 6 9 1 . 3 3 HIGH PT STA: 1+52.58 HIGH PT ELEV: 8691.46 DRIVE 9 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8672 8674 8676 8678 8680 8682 8684 8672 8674 8676 8678 8680 8682 8684 1+00 1+00.00 1+16.70 1+39.61 2+00 2+14.91 2+15 1+00 1+00.00 1+16.70 1+39.61 2+00 2+14.91 2+15 -1.00%-2.00% -2.68%-2.00% GR A D E B R E A K S T A = 1 + 1 1 . 6 7 EL E V = 8 6 7 8 . 1 2 3 GR A D E B R E A K S T A = 1 + 3 0 . 5 8 EL E V = 8 6 7 7 . 6 1 5 GR A D E B R E A K S T A = 1 + 6 0 . 5 8 EL E V = 8 6 7 7 . 0 1 5 GR A D E B R E A K S T A = 1 + 9 0 . 5 8 EL E V = 8 6 7 6 . 7 1 5 GR A D E B R E A K S T A = 2 + 1 5 . 0 0 EL E V = 8 6 7 6 . 2 2 7 DRIVE 10 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 1+00 1+00.00 1+32.701+45.591+47.70 2+00 2+05.82 2+90.03 3+00 3+48.56 3+88 3+88.16 1+00 1+00.00 1+32.701+45.591+47.70 2+00 2+05.82 2+90.03 3+00 3+48.56 3+88 3+88.16 2.21%1.00% -1.00%1.00% GR A D E B R E A K S T A = 1 + 1 3 . 0 0 EL E V = 8 6 7 7 . 7 4 5 GR A D E B R E A K S T A = 1 + 3 8 . 2 2 EL E V = 8 6 7 8 . 3 0 3 GR A D E B R E A K S T A = 1 + 6 9 . 5 1 EL E V = 8 6 7 8 . 6 1 6 GR A D E B R E A K S T A = 3 + 7 5 . 1 6 EL E V = 8 6 7 9 . 2 5 5 PVI STA: 3+04.25 PVI ELEV: 8679.96 K: 14.00 LVC: 28.00 BV C S : 2 + 9 0 . 2 5 BV C E : 8 6 7 9 . 8 2 EV C S : 3 + 1 8 . 2 5 EV C E : 8 6 7 9 . 8 2 HIGH PT STA: 3+04.25 HIGH PT ELEV: 8679.89 PCR-NORTH PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8682 8684 8686 8688 8690 8692 8682 8684 8686 8688 8690 8692 0+951+00 1+00.00 1+18.11 1+56.531+66.53 1+90 0+951+00 1+00.00 1+18.11 1+56.531+66.53 1+90 PCR-SOUTH PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8682 8684 8686 8688 8690 8692 8682 8684 8686 8688 8690 8692 0+951+00 1+00.001+10.00 1+48.77 1+64.03 1+90 0+951+00 1+00.001+10.00 1+48.77 1+64.03 1+90 -0.92%-2.46%-1.82% GR A D E B R E A K S T A = 1 + 0 0 . 0 0 EL E V = 8 6 8 7 . 0 6 8 GR A D E B R E A K S T A = 1 + 1 0 . 1 1 EL E V = 8 6 8 6 . 9 7 5 GR A D E B R E A K S T A = 1 + 4 8 . 7 6 EL E V = 8 6 8 6 . 0 2 7 GR A D E B R E A K S T A = 1 + 6 4 . 0 3 EL E V = 8 6 8 5 . 7 4 8 -1.03%1.68% GR A D E B R E A K S T A = 1 + 1 8 . 1 1 EL E V = 8 6 8 6 . 0 3 6 GR A D E B R E A K S T A = 1 + 5 6 . 5 3 EL E V = 8 6 8 6 . 3 3 5 PVI STA: 1+43.75 PVI ELEV: 8686.47 K: 8.98 LVC: 24.30 BV C S : 1 + 3 1 . 6 0 BV C E : 8 6 8 6 . 2 6 EV C S : 1 + 5 5 . 8 9 EV C E : 8 6 8 6 . 3 4 HIGH PT STA: 1+46.65 HIGH PT ELEV: 8686.39 CIRCLE DRIVE PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8676 8678 8680 8682 8684 8686 8688 8690 8676 8678 8680 8682 8684 8686 8688 8690 1+00 1+00.00 1+53.88 2+00 3+00 3+12.11 3+64 3+64.11 1+00 1+00.00 1+53.88 2+00 3+00 3+12.11 3+64 3+64.11 6.25%1.00% -6.25 % -4.69% -1.00% GR A D E B R E A K S T A = 1 + 1 2 . 0 4 EL E V = 8 6 8 5 . 2 8 2 GR A D E B R E A K S T A = 3 + 5 0 . 7 8 EL E V = 8 6 8 1 . 4 8 8 GR A D E B R E A K S T A = 3 + 5 2 . 1 1 EL E V = 8 6 8 1 . 4 0 5 PVI STA: 1+68.72 PVI ELEV: 8685.92 K: 30.00 LVC: 60.00 BV C S : 1 + 3 8 . 7 2 BV C E : 8 6 8 5 . 6 2 EV C S : 1 + 9 8 . 7 2 EV C E : 8 6 8 5 . 6 2 HIGH PT. STA: 1+68.72 HIGH PT ELEV: 8685.77 PVI STA: 2+80.00 PVI ELEV: 8684.81 K: 8.76 LVC: 32.29 BV C S : 2 + 6 3 . 8 5 BV C E : 8 6 8 4 . 9 7 EV C S : 2 + 9 6 . 1 4 EV C E : 8 6 8 4 . 0 5 8x6 TEE w/ KB + 8" GV(N) + 6" GV(E) CIRCLE DRIVE STA: 1+25.31 OFF: 11.31 L TOP: 8674.38 54'~8" WTR @ 2.0%30'~8" WTR @ 1.4% 8" ~ 45° BEND w/KB CIRCLE DRIVE STA: 1+81.39 OFF: 2.30 L TOP: 8675.47 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 32 ROADWAY PROFILE DRIVES 6, 7, 8, 9, 10, AMENITY CIRCLE, & PCRS P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - R - 6 7 8 9 1 0 - A C - P C R , 8 / 3 0 / 2 0 2 3 9 : 4 9 : 5 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K X W X W X W X W X W XS XS XS XS XS XS XS X S X S ST xws xws xws xws xws x w s x w s xw s x w s xws xws x s s x s s x s s x s s x s s x s s x s s x s s xs s xss xws xs s xss xss xs s x s s x s s x s s x s s xss xss xs s x s s x s s x s s x s s xws xws STST E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G E E E E E E G G G G G G G G G G xss xss X S X S X S xss xss xss xss xss xw s xw s X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XS XS XS XS xss xss W W xws W W W W XW XW xss xss xss xssxss xs s XW XW xw s xws xss xss xss xss xssxssxssxss OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F PLAYGROUND XS XS XS XS XS XS X S S S S S S S S X S X S X S XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S XW XW XW XW WM WM WM WM X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW W M WM WM W M WM WM WM W M W M W M WM WMWM WM WM WMWM WM WM WM WM WM W M W M W M WMWMWMWMWMWM WM OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT E WM W M W M W M WM WM WM WM WM WM WM WM W M WM WM WM WM W M W M WM WM W M S S S S S S S S S S S S S S S S S FEATURE/ DETENTION POND 2 DETENTION POND 1 3-18 " S T O R M INV = 8 6 7 7 . 1 2 INV = 8 6 7 6 . 1 3 INV = 8 6 7 7 . 1 1 3-18 " S T O R M INV = 8 6 7 6 . 5 7 INV = 8 6 7 6 . 0 5 INV = 8 6 7 6 . 5 6 W M W M WM WM WM WM ST 0 8 ST 0 8 ST 0 8 EX. A G R I - D R A I N EX. 8 " D R A I N INV= 8 6 7 0 . 0 EX. 8 " D R A I N INV= 8 6 6 6 . 8 2 ST ST ST ST ST ST ST ST ST WS W S TEMPORARY SEDIMENTATION BASIN PROP. RIGHT-OF-WAY LINE U T I L I T Y L E G E N D (1"=60') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. ROAD CENTERLINE PROP. RETAINING WALL EX. 1.5' RIBBON CURB BOUNDARY PROP. 6" VERT CATCH CURB PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. 2'-8" VALLEY PAN PROP. 6" VERT SPILL CURB XW XS WM S 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 60'120' SCALE 1:60 FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EX. 12" WATER EX. 12" WATER EX. 12" WATER EX. 12" WATER PROP. 12" WATER PROP 8" WATER PROP 8" WATER PROP 8" WATER PROP 8" WATER PROP 8" WATER PROP. 6" WATER SERVICE TYPICAL PROP. 6" WATER SERVICE TYPICAL PROP 8" SAN PROP 8" SAN PROP 8" SAN PROP 6" SAN SERV. TYP PROP 6" SAN SERV. TYP EX. 8" SAN EX. 8" SAN OUTFALL PROP. 18" STORM PROPOSED & RELOCATED OLD VICTORY ROAD 24" STORM RELOCATED COZEN'S DITCH PROPOSED TRIPLE 24" STORM PROP. 18" STORM PROP. 18" STORM 33 UTILITY PLAN OVERALL R Know what's below. Call before you dig. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , U T 1 , 8 / 3 0 / 2 0 2 3 9 : 5 0 : 2 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K PROP. RIGHT-OF-WAY LINE U T I L I T Y L E G E N D (1"=30') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. ROAD CENTERLINE PROP. RETAINING WALL EX. 1.5' RIBBON CURB BOUNDARY XW XS WM S PROP. 6" VERT CATCH CURB PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. 2'-8" VALLEY PAN PROP. 6" VERT SPILL CURB ST X W X W X W X W X W X W XS XS XS XS XS XS XS XS XW XS XS XS XS X S X S X S X S X S ST ST xss xws xws x w s x w s xws xws xws xws xws xws xws xws xws x w s x w s x w s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s xss xss x s s x s s x s s x s s x s s xs s xs s xss xss xss xss xws xws xs s xs s x s s xss xss xss xss xss xss x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s xws xws x w s xws xws xws xss xws ST ST ST ST E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G E E E E E E E E G G G G G G G G G G G G X S X S X S X S X W X W X W X W X W X W X W xss xss XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XS XS XS XS XS XS XS XS xws x w s xss xss xss xss xss W W xws xws xws W W W W XW XW XW XW XW XW OLD VICTORY RD. GARAGE D BUILDING G TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F 9+00 10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16 + 0 0 17+00 18+00 19+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 1 + 0 0 1 + 5 0 2+ 0 0 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6 + 0 0 6 + 5 0 7 + 0 0 7+50 8+00 8+50 9+00 9+ 5 0 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 16+5017+0017+43 1+00 1+50 1+ 0 0 1+ 5 0 1+ 9 3 1 1 1 . 1 5 ' o f 1 8 " @ - 0 . 7 8 % PLAYGROUND 11 0 . 2 2 ' ~ 2 4 " R C P @ 2 . 3 3 % 15 8 . 3 8 ' ~ 2 4 " R C P @ 3 . 8 5 % BP: 0+00.00 PI: 0+20.00 PI: 1+ 3 0 . 2 5 PI: 2+79.39 PI: 4 + 1 2 . 1 7 PI: 4+75 . 8 9 PI: 6+92. 0 4 26 0 . 7 7 ' ~ 1 8 " R C P @ 1 . 0 0 % XS XS X S X S X S X S X S X S XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS X S XS XS XS XS XS XS XS XS XS XS XS XS X S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S WM W M WM WM WM WM WM WM WM X W 8 " E X . W A T E R W M W M W M W M W M W M W M WMWMWMWMWMWMWMWMWMWMWMWMWMWM W M W M X W EX-SSMH-WM 1-21.11A STA: 18+54.40 OFF: 6.66 R RIM: 8681.50 INV IN: 8669.00 (E) INV OUT: 8668.70 (NW) CUT: 16.8 EX-SSMH-WM 1-21.12A STA: 19+70.10 OFF: 1.28 R RIM: 8683.22 INV IN: 8669.60 (E) INV IN: 8669.60 (S) INV OUT: 8669.50 (W) CUT: 13.7 8" EX. S S W R EX-SSMH-2 STA: 12+86.92 OFF: 141.20 L RIM: 8669.96 INV IN: 8662.05 (S) CUT: 7.9 EX-SSMH-WM 1-21.5A STA: 12+83.76 OFF: 4.32 R RIM: 8671.80 INV IN: 8664.86 (E) INV IN: 8664.86 (S) INV IN: 8664.86 (W) INV OUT: 8664.96 (N) CUT: 6.9 8 " E X . S S W R EX-SSMH-WM 1-21.6A STA: 14+31.31 OFF: 0.49 R RIM: 8674.68 INV IN: 8665.82 (SE) INV OUT: 8665.62 (W) CUT: 9.1 8" EX. S S W R EX-SSMH-3 STA: 14+72.13 OFF: 4.64 R RIM: 8675.58 INV IN: 8666.10 (SE) INV OUT: 8666.10 (NW) CUT: 9.5 8" EX. SSWR EX-SSMH-WM 1-21.7A STA: 15+00.06 OFF: 2.69 R RIM: 8676.19 INV IN: 8666.49 (SE) INV OUT: 8666.29 (NW) CUT: 9.9 8" EX. SSWR EX-SSMH-WM 1-21.8A STA: 16+62.96 OFF: 3.83 R RIM: 8678.76 INV IN: 8667.32 (SE) INV IN: 8667.32 (SW) INV OUT: 8667.22 (NW) CUT: 11.6 8" E X . S S W R EX-SSMH-WM 1-21.9A STA: 17+33.92 OFF: 18.00 R RIM: 8679.73 INV IN: 8667.90 (SE) INV OUT: 8667.70 (NW) CUT: 13.1 8" E X . S S W R EX-SSMH-WM 1-21.10A STA: 17+90.53 OFF: 5.75 R RIM: 8680.61 INV IN: 8668.40 (SE) INV OUT: 8668.23 (NW) CUT: 13.7 8" EX. SSWR 8" EX. SSWR EX. 8" PLUG STA: 2+59.36 OFF: 47.66 L INV IN: 8665.02 (S) INV OUT: 8665.02 (N) 8 " E X . S S W R EX-SSMH-WM 1-21.5A.1 STA: 11+35.85 OFF: 0.85 R RIM: 8673.41 INV IN: 8665.79 (W) INV OUT: 8665.59 (E) CUT: 7.8 8" EX. S S W R EX-SSMH-WM 1-21.5A.2 STA: 9+80.93 OFF: 3.35 R RIM: 8675.09 INV IN: 8666.78 (S) INV OUT: 8666.58 (E) CUT: 8.5 8" EX . S S W R 8" SS PLUG2 STA: 9+82.37 OFF: 32.37 R INV IN: 8667.07 (S) INV OUT: 8667.07 (N) 8" EX. SSWR SSMH-WM 1-21.8A-1 STA:16+72.25 OFF:24.00R RIM:8680.00 INV OUT:8667.54 8" PVC CUT: 12.5 8 " E X . S S W R SSMH-WM1-1-21.5A.2 STA:2+27.14 OFF:16.44R RIM:8678.22 INV IN:8665.47 8" PVC INV OUT:8665.37 8" PVC CUT: 12.8 71.27' ~ 8" PVC @ 0.50% SSMH-WM1-1-21.5A.3 STA:4+25.99 OFF:15.42R RIM:8680.64 INV OUT:8673.00 8" PVC CUT: 7.6 14 3 . 7 2 ' ~ 8 " P V C @ 5 . 2 4 % SSMH-WM1-21.5A.3 STA:1+69.65 OFF:-4.04L RIM:8676.43 INV OUT:8667.42 8" PVC CUT: 9.0 3 5 . 4 4 ' ~ 8 " P V C @ 1 . 0 0 % 31' ~ 8" WATER (C900) 18' ~ 8" WATER (C900) 16 6 ' ~ 8 " W A T E R ( C 9 0 0 ) EX. 12x8 CROSS + (2) 12" EX. GV + (2) 8" EX. GV STA: 12+94.45 OFF: 5.32 L TOP: 8664.02 STA: 4+32.84 OFF: 198.84 L TOP: 8664.17 15' ~ 8" WATER (C900) 9' ~ 8" WATER (C900) 60' ~ 8 " W A T E R ( C 9 0 0 ) 27' ~ 8" WATER (C900) 1 0 5 ' ~ 8 " W A T E R ( C 9 0 0 ) 4' ~ 8" WATER (C900) 3' ~ 8" WATER (C900) 11' ~ 8" WATER (C900) 9' ~ 8" WATER (C900) 8' ~ 8" WATER (C900) 10' ~ 8" WATER (C900) 164' ~ 8" WATER (C900)177' ~ 8" WATER (C900) 47' ~ 8" WATER (C900) 29' ~ 8" WATER (C900) 5' ~ 8" WATER (C900) 37' ~ 8" WATER (C900) 15' ~ 6" WATER (C900) 17' ~ 6" WATER (C900) 13' ~ 6" WATER (C900) EX. F.H. STA: 13+03.90 OFF: 37.70 R TOP: 8663.98 EX. F.H. EX. F.H. WM WM 55' ~ 8" WATER (C900) OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT D TRACT E 12' ~ 8" WATER (C900) WMWM59' ~ 8" WATER (C900) WM36' ~ 8" W A T E R ( C 9 0 0 ) W M W M W M W M 10 7 ' ~ 8 " W A T E R ( C 9 0 0 ) W M W M70' ~ 8 " W A T E R ( C 9 0 0 ) WM WM 61' ~ 6 " W A T E R ( C 9 0 0 ) WM WM WM WM 107' ~ 6" W A T E R ( C 9 0 0 ) WM 23' ~ 6" WATER (C900) WM WM WM WM 93' ~ 6 " W A T E R ( C 9 0 0 ) WM WM WM WM WM 118' ~ 6 " W A T E R ( C 9 0 0 ) WM WM 54 ' ~ 6 " W A T E R ( C 9 0 0 ) 29.97' ~ 8" PVC @ 1.00% DETENTION POND 1 3-18" STORM INV = 8677.12 INV = 8676.13 INV = 8677.11 3-18" STORM INV = 8676.57 INV = 8676.05 INV = 8676.56 21 2 . 9 1 ' ~ 2 4 " H D P E @ 1 . 8 3 % 14' ~ 6" WATER (C900) WM 30' ~ 6" WATER (C900) WM 38 ' ~ 6 " W A T E R ( C 9 0 0 ) WM WM 57' ~ 6 " W A T E R ( C 9 0 0 ) WMWM47' ~ 6" WATER (C900) 6" SS SERVICE INV = 8678.74 6" SS SERVICE INV = 8678.21 6" SS SERVICE INV = 8673.33 6" SS SERVICE INV = 8675.55 6" SS SERVICE INV = 8672.25 6" SS SERVICE INV = 8673.33 8" ~ 45° BEND w/KB STA: 16+87.15 OFF: 5.50 L TOP: 8675.50 8x8 TEE w/ KB + 8" GV STA: 17+09.36 OFF: 16.71 R TOP: 8675.62 8" ~ 45° BEND w/KB STA: 9+78.74 OFF: 13.01 R TOP: 8675.50 8" ~ 22° BEND w/KB STA: 9+95.57 OFF: 5.50 R TOP: 8675.18 8" ~ 45° BEND w/KB STA: 11+63.07 OFF: 3.09 R TOP: 8673.20 8" ~ 22° BEND w/KB STA: 2+73.98 OFF: 36.78 L TOP: 8666.42 8" ~ 11° BEND w/ KB STA: 2+79.85 OFF: 30.52 L TOP: 8667.44 8" ~ 22° BEND w/KB STA: 3+28.60 OFF: 4.38 R TOP: 8668.71 8x6 TEE w/ KB + 6" GV STA: 3+42.33 OFF: 27.31 R TOP: 8669.30 8" ~ 22° BEND w/KB STA: 5+60.94 OFF: 28.50 L TOP: 8671.98 8x6 TEE w/ KB + 6" GV STA: 5+61.52 OFF: 25.01 L TOP: 8672.12 8x6 TEE w/ KB + 6" GV STA: 5+62.05 OFF: 21.82 L TOP: 8672.22 8" ~ 45° BEND w/KB STA: 5+63.81 OFF: 11.13 L TOP: 8672.36 8x8 TEE w/ KB + 8" GV (E) + 8" GV (S) STA: 5+58.90 OFF: 3.80 L TOP: 8672.26 8" ~ 45° BEND w/KB STA: 5+54.32 OFF: 3.07 R TOP: 8672.23 8" ~ 11° BEND w/KB STA: 5+44.62 OFF: 5.00 R TOP: 8672.21 8x6 TEE w/ KB + 6" GV STA: 3+80.50 OFF: 5.00 R TOP: 8669.87 8" ~ 45° BEND w/KB STA: 2+03.57 OFF: 14.32 R TOP: 8668.39 8" ~ 22° BEND w/KB STA: 1+61.75 OFF: 7.15 R TOP: 8667.23 8x6 TEE w/ KB + 6" GV STA: 1+34.01 OFF: 2.07 R TOP: 8666.79 8" ~ 11° BEND w/ KB STA: 1+29.25 OFF: 1.82 R TOP: 8666.39 EX. 12x8 TEE + (3) GV) STA: 9+68.57 OFF: 7.01 L TOP: 8666.15 8x6 TEE w/ KB + 6" GV STA: 2+73.19 OFF: 38.94 L TOP: 8666.13 F.H. ASSEMBLY STA: 1+33.22 OFF: 17.40 R TOP: 8666.34 F.H. ASSEMBLY STA: 3+80.47 OFF: 22.26 R TOP: 8669.72 F.H. ASSEMBLY STA: 5+74.39 OFF: 23.86 L TOP: 8672.04 F.H. ASSEMBLY STA: 9+15.45 OFF: 17.33 R TOP: 8677.47 8" ~ 45° BEND w/KB STA: 9+29.28 OFF: 13.03 R TOP: 8677.30 8x6 TEE w/ KB + 6" GV STA: 9+20.02 OFF: 6.61 R TOP: 8677.66 8" ~ 11° BEND w/KB STA: 7+80.08 OFF: 1.98 L TOP: 8678.22 8" ~ 22° BEND w/KB STA: 7+43.26 OFF: 7.13 L TOP: 8677.52 8x6 TEE w/ KB + 6" GV STA: 6+32.57 OFF: 5.07 R TOP: 8672.71 STA: 6+46.49 OFF: 64.77 R TOP: 8672.53 STA: 6+09.89 OFF: 84.84 L TOP: 8671.93 STA: 3+90.03 OFF: 57.12 L TOP: 8669.64 STA: 3+90.03 OFF: 37.98 L TOP: 8669.64 STA: 2+56.54 OFF: 94.14 L TOP: 8665.94 STA: 8+61.47 OFF: 57.32 L TOP: 8676.57 SS CLEANOUT SS CLEANOUT SS CLEANOUT SS CLEANOUT STA: 3+90.03 OFF: 70.74 L TOP: 8669.64 STA: 3+90.03 OFF: 89.94 L TOP: 8669.64 8x6 TEE w/ KB + 6" GV STA: 2+07.64 OFF: 12.42 R TOP: 8668.43 DRIVE 4 STA: 2+16.79 OFF: 48.40 R TOP: 8669.54 DRIVE 4 STA: 2+02.88 OFF: 100.51 R TOP: 8670.54 DRIVE 4 STA: 1+83.78 OFF: 123.71 R TOP: 8670.54 WMWMWM 8x6 TEE w/ KB + 6" GV STA: 8+62.79 OFF: 2.87 L TOP: 8677.89 10' CONCRETE OVERFLOW SPILLWAY EL=8667.00 MIICROPOOL EL=8663.80 4' P O N D B E R M = 8 6 7 8 . 0 0 10' P O N D B E R M = 86 6 8 . 0 0 NORMAL FEATURE POND PERMANENT WATER SURFACE ELEVATION=8673.50 AREA = 8603 SF, VOL = 0.59 AC-FT ST ST ST COZEN'S DITCH DIVERSION STRUCTURE REF. DETAIL 640 SF TYPE L RIPRAP (18" DEEP) 1100 SF TYPE L RIPRAP (18" DEEP) 106 SF TYPE L RIPRAP (18" DEEP) 503 SF TYPE L RIPRAP (18" DEEP) 106 SF TYPE L RIPRAP (18" DEEP) 106 SF TYPE L RIPRAP (18" DEEP) 18" RCP FES 2 STA: 11+62.88 OFF: 68.39 L INV: 8678.38 TYPE-C INLET 1 STA:58+75.82 OFF:22.64R RIM:8691.62 INV OUT:8687.57 24" RCP 2X2 INLET STA:3+88.77 OFF:46.74R RIM:8679.27 INV IN:8675.60 18" RCP 18" FES STA: 2+93.49 OFF: 59.05 L INV: 8673.00 24" FES #1 STA: 8+22.48 OFF: 146.15 L INV: 8678.50 5' MH #1 STA:7+99.83 OFF:10.60R RIM:8691.13 INV IN:8685.00 24" RCP INV OUT:8684.60 24" RCP INV: 8664.50 POND 1 OUTLET - TYPE C INLET STA:10+96.24 OFF:-295.30L RIM:8666.77 INV OUT:8664.80 8" INV: 8672.00 CUSTOM INLET STA:17+45.13 OFF:-33.66L RIM:8679.71 INV OUT:8675.90 24" 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 30'60' SCALE 1:30 34 UTILITY PLAN WEST R Know what's below. Call before you dig. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , U T 2 , 8 / 3 0 / 2 0 2 3 9 : 5 0 : 3 8 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K PROP. RIGHT-OF-WAY LINE U T I L I T Y L E G E N D (1"=30') PROP. WATER MAIN PROP. SANITARY SEWER MAIN PROP. STORM SEWER ACCESS & UTILITY ESMT EX. WATER MAIN EX. SANITARY SEWER MAIN EX. ROAD CENTERLINE EX. STORM PROP. ROAD CENTERLINE PROP. RETAINING WALL EX. 1.5' RIBBON CURB BOUNDARY XW XS WM S PROP. 6" VERT CATCH CURB PROP. MOUNTABLE SPILL CURB PROP. MOUNTABLE CATCH CURB PROP. 1.5' RIBBON CURB PROP. ASPHALT PAVING PROP. 2'-8" VALLEY PAN PROP. 6" VERT SPILL CURB 7+ 0 0 8+ 0 0 5+ 0 0 5+ 5 0 5+ 9 5 WM WM WM WM WM 11' ~ 6" WATER (C900) 81' ~ 1 2 " W A T E R ( C 9 0 0 ) 79' ~ 1 2 " W A T E R ( C 9 0 0 ) TRACT A -0 + 0 0 0+ 5 0 0+ 6 5 BP: - 0 + 0 0 . 0 0 PR C : 0 + 1 0 . 0 1 PT : 0 + 5 4 . 9 1 EP : 0 + 6 4 . 9 1 3 + 0 0 3 + 5 0 3 + 6 4 EP: 3 + 6 4 . 1 1 W M W M 10 9 ' ~ 6 " W A T E R ( C 9 0 0 ) 6" CLEANOUT INV: 8676.78 INV: 8676.24 S S S S 71.61' ~ 6" P V C @ 1 . 0 0 % 12x6 TEE w/ KB STA: 7+73.79 OFF: 5.00 R TOP: 8668.23 FH ASSEMBLY STA: 7+73.79 OFF: 16.33 R TOP: 8667.65 12x8 TEE w/ KB + 12" GV(E) 12x6 TEE w/ KB + 6" GV(S) STA: 6+94.96 OFF: 5.00 R TOP: 8671.45 > > > > > ±1000 SF TEMPORARY SEDIMENATION BASIN > x w s x w s x w s x w s x w s x w s xws xws xws x s s x s s xs s x s s xs s xs s x s s x s s x s s x s s x s s x s s x s s x s s xss xss xss xss xss xss E E E E E E E E E E E E E G G G G G G G G G G G G XW XW XW XW XW XW XW XW XW XW XW XW OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I 0+ 0 0 1+ 0 0 2+ 0 0 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 PC: 2+70.48 PT: 3+81. 0 4 PC: 4+27. 6 8 PT : 6 + 0 9 . 6 2 18+00 19+00 20+0 0 21+00 22+00 22+32 P T : 1 9 + 2 2 . 6 7 P I : 2 0 + 0 4 . 5 2 P C : 2 0 + 8 6 . 3 7 PT : 2 1 + 6 7 . 6 3 EP : 2 2 + 3 1 . 6 7 1+00 1+20 1+4 0 1+ 6 0 1+ 6 7 1 + 0 0 1 + 2 0 1+4 0 1+601+64 0+5 0 1+ 0 0 1+ 5 0 2 + 0 0 2 + 5 0 3 + 0 0 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+44 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 3+ 0 0 3+ 5 0 3 + 6 4 1+00 1+50 2+00 2+50 3+00 3+50 4+004+07 1+00 1+50 2+00 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 5+ 0 0 5+ 5 0 6+ 0 0 6+50 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9+ 0 0 9+ 5 0 10 + 0 0 10 + 5 0 10 + 6 0 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 PC : 6 4 + 6 4 . 8 5 PT : 6 6 + 7 3 . 8 8 9+00 9+ 5 0 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 12+00 12+50 1 3 + 0 0 1 3 + 5 0 14 + 0 0 14 + 5 0 15 + 0 0 15+50 16+0016+5017+0017+43 1+00 1+50 2+00 2+50 2+95 1 1 1 . 1 5 ' o f 1 8 " @ - 0 . 7 8 % 1 0 2 . 1 7 ' ~ 1 8 " R C P @ 0 . 5 0 % 6+ 0 0 6+ 5 0 7+ 0 0 PI: 6+92. 0 4 WM XS XS XS XS XS XS XS XS XS XS XS XS X S X S S S S S S S S S S S S S S S S XS XS XS X S 1+00 1+50 2+00 2+50 3+00 3+50 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 6 + 9 0 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S 0 + 0 0 0 + 5 0 1 + 0 0 1 + 5 0 2+0 0 2+5 0 2+6 9 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+ 0 0 4+ 5 0 0+00 0+50 1+00 1+50 2+00 2+5 0 3+0 0 3 + 5 0 4 + 0 0 4 + 5 0 5+ 0 0 5+ 5 0 6+ 0 0 6+ 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 10+00 10+50 1 1 + 0 0 11 + 5 0 12 + 0 0 12 + 0 7 0 + 0 0 0 + 5 0 1+0 0 1 + 5 0 2 + 0 0 2+ 5 0 3+ 0 0 3+ 5 0 4+004+505+00 5 + 5 0 6+ 0 0 6+ 5 0 7+ 0 0 7+50 8+00 8+50 8+ 6 5 XW XW XW XW XW XW XW XW 12" EX . W A T E R WM WM WM WM WM WM 8" E X . W A T E R X W X W X W X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW W M W M W M WM WM WM WM W M W M W M W M WM WM WM WM WM WM WM W M W M W M W M W M W M WM WM WM WMWM 8" EX. WATER WMWMWMWMWM W M W M W M WM WM WM WM WM WM WMWMWMWMWM W M WM WM WM WM WM WM WM WM WM WM WM WM EX-SSMH-WM 1-21.11A STA: 18+54.40 OFF: 6.66 R RIM: 8681.50 INV IN: 8669.00 (E) INV OUT: 8668.70 (NW) CUT: 16.8 EX-SSMH-WM 1-21.12A STA: 19+70.10 OFF: 1.28 R RIM: 8683.22 INV IN: 8669.60 (E) INV IN: 8669.60 (S) INV OUT: 8669.50 (W) CUT: 13.7 8" EX. S S W R EX-SSMH-WM 1-21.13A STA: 21+57.75 OFF: 15.72 L RIM: 8686.18 INV IN: 8671.20 (S) INV OUT: 8670.53 (W) CUT: 23.1 8" EX. S S W R EX-SSMH-4C STA: 21+84.59 OFF: 29.73 R RIM: 8687.11 INV IN: 8671.66 (SE) INV OUT: 8671.46 (N) CUT: 15.7 8 " E X . S S W R SSMH-4C-2 STA:2+77.68 OFF:-32.78L RIM:8685.28 INV IN:8672.46 8" PVC INV IN:8672.77 8" PVC INV OUT:8672.26 8" PVC CUT: 13.0 99.33' ~ 8" PVC @ 0.60 % SSMH-4C-3 STA:2+30.30 OFF:5.88R RIM:8687.36 INV IN:8673.58 8" PVC INV OUT:8673.38 8" PVC CUT: 16.0 S S S 83.54' ~ 8" P V C @ 0 . 6 0 % SSMH-4C-5 STA:4+98.73 OFF:-30.68L RIM:8692.52 INV OUT:8684.50 8" PVC CUT: 8.0 1 4 4 . 6 2 ' ~ 8 " P V C @ 2 . 4 3 % 8" EX. SSWR 8" EX. SSWR EX. 8" STUB STA: 19+68.00 OFF: 38.96 R INV IN: 8669.98 (S) INV OUT: 8669.98 (N) 8 " E X . S S W R SSMH-WM1-1-21.12A.2 STA:12+60.95 OFF:-22.37L RIM:8683.15 INV IN:8670.39 8" PVC INV OUT:8670.19 8" PVC CUT: 13.0 20.63' ~ 8" PVC @ 1.00% SSMH-WM1-1-21.12A.3 STA:13+99.52 OFF:5.50R RIM:8685.35 INV OUT:8674.32 8" PVC CUT: 11.0 136.28' ~ 8" PVC @ 2.89% EX. 12x8 TEE + (3) EX.GV STA: 19+88.24 OFF: 7.12 L TOP: 8672.51 52' ~ 1 2 " W A T E R ( C 9 0 0 ) 66' ~ 12" WATER (C900)81' ~ 1 2 " W A T E R ( C 9 0 0 ) EX. F.H. STA: 19+88.71 OFF: 30.45 R TOP: 8672.83 TOP: 8677.55 1 2 " E X . W A T E R 12 " E X . W A T E R 12 " E X . W A T E R 12" EX. WATER 20' ~ 8" WATER (C900) 30' ~ 8" WATER (C900) 8' ~ 8" WATER (C900) 110' ~ 8" WATER (C900) 12' ~ 8" WATER (C900) 4 0 ' ~ 8 " W A T E R ( C 9 0 0 ) 8 7 ' ~ 8 " W A T E R ( C 9 0 0 ) 152 ' ~ 8 " W A T E R ( C 9 0 0 ) 2' ~ 8" WATER (C900) 24' ~ 8" WATER (C900) 39' ~ 8" WATER (C900) 5' ~ 8" WATER (C900) 1 5 9 ' ~ 8 " W A T E R ( C 9 0 0 ) 48' ~ 8" WATER (C900) 52' ~ 8" WATER (C900) 7' ~ 8" WATER (C900) 81' ~ 8" WATER (C900) 18' ~ 8" WATER (C900) 21' ~ 8" WATER (C900) 12' ~ 8" WATER (C900) 40' ~ 8 " W A T E R ( C 9 0 0 ) 46' ~ 8" WATER (C900) 32' ~ 8" WATER (C900) 9' ~ 8" WATER (C900) 88 ' ~ 8 " W A T E R ( C 9 0 0 ) 71' ~ 8" WATER (C900) 125' ~ 8" WATER (C900) 31' ~ 8" WATER (C900) 18' ~ 8" WATER (C900) 16 6 ' ~ 8 " W A T E R ( C 9 0 0 ) 115' ~ 8 " W A T E R ( C 9 0 0 ) 9' ~ 8" WATER (C900) 4' ~ 8" WATER (C900) 3' ~ 8" WATER (C900) WM WM 55' ~ 8" WATER (C900) WM 25' ~ 6" WATER (C900) WM 31' ~ 6" WATER (C900) W M 28' ~ 6" WATER (C900) WM 27' ~ 6" WATER (C900) 21' ~ 6" WATER (C900) TRACT A TRACT A TRACT B TRACT C 1 + 0 0 1 + 5 0 2+00 2+ 5 0 3 + 0 0 BP: 1 + 0 0 . 0 0 PC: 1 + 5 3 . 8 8 PT: 3 + 1 2 . 1 1 CIRCLE DRIVE STA:188.75 12' ~ 8" WATER (C900) WM59' ~ 8" WATER (C900) W M W M 4 7 ' ~ 6 " W A T E R ( C 9 0 0 ) WM WM WM WM 93' ~ 6 " W A T E R ( C 9 0 0 ) WM WM WM WM 90' ~ 6" W A T E R ( C 9 0 0 ) W M W M W M 10 9 ' ~ 6 " W A T E R ( C 9 0 0 ) W M WM WM57' ~ 6" WATER ( C 9 0 0 ) 3 4 ' ~ 8 " W A T E R ( C 9 0 0 ) WM WM WM 78' ~ 6 " W A T E R ( C 9 0 0 ) WM29' ~ 6" W A T E R ( C 9 0 0 ) W M W M 62' ~ 6 " W A T E R ( C 9 0 0 ) S S S 6" WYE STA: 13+54.25 INV IN: 8672.96 (SE) INV IN: 8674.16 (NE) INV OUT: 8672.96 (NW) S S S S S S S S S 20 8 . 8 1 ' ~ 6 " P V C @ 1 . 0 0 % S S S S S S S SSMH-4C-4 STA:13+74.18 OFF:-429.21L RIM:8689.79 INV IN:8677.30 8" PVC INV IN:8677.30 8" PVC INV OUT:8677.10 8" PVC CUT: 12.7 8" PLUG STA: 13+68.28 OFF: 560.36 L INV OUT: 8680.00 (W) S S S S S S S 146. 3 7 ' ~ 8 " P V C @ 1 . 8 4 % 1 4 3 . 4 3 ' ~ 8 " P V C @ 5 . 0 2 % SSMH-4C-2B STA:13+71.59 OFF:-222.98L RIM:8689.28 INV IN:8681.58 6" PVC INV OUT:8681.38 8" PVC CUT: 7.9 S S S S S S S 1 5 7 . 1 0 ' ~ 8 " P V C @ 5 . 4 8 % 6" CLEANOUT INV: 8683.34 S S 6 1 . 5 9 ' ~ 6 " P V C @ 2 . 8 5 % 3-18" STORM INV = 8677.12 INV = 8676.13 INV = 8677.11 DRIVE 3 STA:3+59.83 OFF:16.79'R 21 2 . 9 1 ' ~ 2 4 " H D P E @ 1 . 8 3 % 0+ 0 0 0+ 4 9 W M W M W M W M W M WM WM WM 77' ~ 6" WATER (C900) 70.45' ~ 8" P V C @ 0 . 6 0 % 6" SS SERVICE INV = 8683.71 6" SS SERVICE INV = 8686.24 6" SS SERVICE INV = 8687.36 6" SS SERVICE INV = 8680.00 6" SS SERVICE INV = 8679.25 6" SS SERVICE INV = 8678.74 6" SS SERVICE INV = 8679.0 12x12 TEE w/ KB + 12" GV(E) +2-12" EX.GV(W+S) STA: 5+16.37 OFF: 42.08 L TOP: 8674.97 12" ~ 22° BEND w/KB STA: 5+48.54 OFF: 4.46 L TOP: 8674.97 12x8 TEE w/ KB + 12" GV(E) + 8" GV(S) STA: 6+14.11 OFF: 5.00 R TOP: 8673.88 CUT-IN 12x12 CROSS w/ KB + (2) 8" GV (E+W) +12" GV (S) + EX.12" GV (N) (4' SOUTH OF EX. TEE) STA: 2+93.49 OFF: 5.12 L TOP: 8679.16 12x6 TEE w/ KB + 6" GV STA: 0+12.00 OFF: 17.42 R TOP: 8691.19 8x6 TEE w/ KB + 8" GV(N) + 6" GV(E) STA: 6+14.11 OFF: 25.00 R TOP: 8674.42 8" ~ 45° BEND w/KB STA: 6+14.11 OFF: 78.63 R TOP: 8675.51 8" ~ 45° BEND w/KB STA: 5+14.16 OFF: 115.59 R TOP: 8676.36 8" ~ 22° BEND w/KB STA: 1+08.10 OFF: 7.36 L TOP: 8676.57 8" ~ 45° BEND w/KB STA: 2+15.62 OFF: 6.47 L TOP: 8677.77 8x6 TEE w/ KB + 6" GV STA: 3+53.90 OFF: 8.42 L TOP: 8680.62 8x6 TEE w/ KB + 8" GV (N) + 6" GV (E) STA: 3+93.74 OFF: 7.13 L TOP: 8680.79 8" ~ 22° BEND w/KB + 8" GV(N) STA: 4+76.21 OFF: 10.82 L TOP: 8681.44 8x6 TEE w/ KB + 6" GV STA: 4+79.25 OFF: 11.42 L TOP: 8681.45 8" ~ 45° BEND w/KB STA: 4+81.18 OFF: 11.90 L TOP: 8681.46 8" ~ 45° BEND w/KB STA: 6+27.66 OFF: 5.10 L TOP: 8684.52 8x6 TEEw/ KB + 8" GV (N) + 6" GV (E) STA: 6+29.25 OFF: 3.72 L TOP: 8684.52 8" ~ 45° BEND w/KB STA: 6+52.06 OFF: 4.52 R TOP: 8684.19 8x6 TEE w/ KB + 6" GV STA: 7+02.27 OFF: 8.00 R TOP: 8683.018" ~ 45° BEND w/KB STA: 7+07.16 OFF: 4.88 R TOP: 8682.78 8" ~ 45° BEND w/KB STA: 8+65.59 OFF: 5.44 L TOP: 8680.43 8" ~ 22° BEND w/KB STA: 8+82.02 OFF: 81.23 L TOP: 8680.43 8x6 TEE w/ KB + 6" GV STA: 2+79.70 OFF: 9.83 L TOP: 8680.05 8" ~ 11° BEND w/KB STA: 1+86.42 OFF: 11.38 L TOP: 8678.44 8x6 TEE w/ KB + 6" GV STA: 1+79.91 OFF: 11.00 L TOP: 8676.48 8x8 TEE w/ KB + (3) 8" GV(N+E+S) STA: 13+64.96 OFF: 0.58 L TOP: 8675.62 8x6 TEE w/ KB + 6" GV STA: 12+65.59 OFF: 36.09 L TOP: 8674.20 8" ~ 45° BEND w/KB STA: 12+69.71 OFF: 16.18 L TOP: 8674.55 8x6 TEE w/ KB +(2) 8" GV(W+S) STA: 12+81.35 OFF: 10.85 L TOP: 8674.72 8" ~ 11° BEND w/ KB STA: 12+90.50 OFF: 10.26 L TOP: 8674.76 8" ~ 45° BEND w/KB STA: 13+23.51 OFF: 18.84 L TOP: 8675.27 8" ~ 22° BEND w/KB STA: 13+95.44 OFF: 5.50 L TOP: 8675.50 8x6 TEE w/ KB + 6" GV STA: 14+04.01 OFF: 5.50 L TOP: 8675.50 8" ~ 22° BEND w/KB STA: 14+91.99 OFF: 5.50 L TOP: 8675.50 8" ~ 45° BEND w/KB STA: 15+62.22 OFF: 5.50 L TOP: 8675.50 8" ~ 45° BEND w/KB STA: 16+87.15 OFF: 5.50 L TOP: 8675.50 8x8 TEE w/ KB + 8" GV STA: 17+09.36 OFF: 16.71 R TOP: 8675.62 8" ~ 45° BEND w/KB 8" ~ 22° BEND w/KB STA: 9+95.57 OFF: 5.50 R TOP: 8675.18 8" ~ 45° BEND w/KB STA: 11+63.07 OFF: 3.09 R TOP: 8673.20 8" ~ 45° BEND w/KB STA: 12+80.19 OFF: 1.93 L TOP: 8674.68 F.H. ASSEMBLY STA: 9+15.45 OFF: 17.33 R TOP: 8677.47 F.H. ASSEMBLY STA: 14+03.25 OFF: 18.36 R TOP: 8676.30 F.H. ASSEMBLY STA: 2+79.87 OFF: 21.04 R TOP: 8679.86 F.H. ASSEMBLY STA: 6+10.25 OFF: 17.33 R TOP: 8684.34 F.H. ASSEMBLY STA: 3+53.27 OFF: 18.87 R TOP: 8680.41 F.H. ASSEMBLY STA: 6+34.77 OFF: 25.00 R TOP: 8675.32 8" ~ 45° BEND w/KB STA: 9+29.28 OFF: 13.03 R TOP: 8677.30 8x6 TEE w/ KB STA: 9+20.02 OFF: 6.61 R TOP: 8677.66 STA: 1+84.29 OFF: 35.67 R TOP: 8676.15 STA: 3+90.03 OFF: 622.36 L TOP: 8674.01 STA: 6+99.32 OFF: 3.97 R TOP: 8682.83 STA: 7+07.86 OFF: 85.27 L TOP: 8682.83 STA: 6+94.96 OFF: 114.28 R TOP: 8670.88 8x6 TEE w/ KB + 8" GV(N) + 6" GV(E) STA: 3+37.14 OFF: 4.09 L TOP: 8675.94STA: 3+31.61 OFF: 60.64 L TOP: 8675.32 STA: 3+96.48 OFF: 85.53 L TOP: 8680.61 STA: 4+76.48 OFF: 40.06 L TOP: 8681.27 STA: 4+87.12 OFF: 95.02 L TOP: 8681.27 8x6 TEE w/ KB + 8" GV (N) + 6" GV (E) STA: 3+93.74 OFF: 7.13 L TOP: 8680.79 SS CLEANOUT 8x6 TEE w/ KB + 8" GV (N) + 6" GV (E) STA: 2+25.78 OFF: 4.89 L TOP: 8677.98 STA: 2+25.82 OFF: 81.67 L TOP: 8679.57 NORMAL FEATURE POND PERMANENT WATER SURFACE ELEVATION=8673.50 AREA = 8603 SF, VOL = 0.59 AC-FT 640 SF TYPE L RIPRAP (18" DEEP) 106 SF TYPE L RIPRAP (18" DEEP) 120 SF TYPE L RIPRAP (18" DEEP) WS WS W S W S 1" WATER SERVICE TO MAINTENACE GARAGE FROM SKI BUILDING METER TO BE COORD. X W 0 + 0 0 1 + 0 0 1 + 3 6 184.94 ' o f 2 4 " @ 0 . 5 0 % 184.94 ' o f 2 4 " @ 0 . 5 0 % 184.94 ' o f 2 4 " @ 0 . 5 0 % 18" RCP FES1 STA: 11+81.39 OFF: 41.46 R INV: 8679.25 18" RCP FES 2 STA: 11+62.88 OFF: 68.39 L INV: 8678.38 18" PIPE END STA: 5+57.99 OFF: 28.15 L INV: 8681.00 HEADWALL 3-24" RCP-A STA: 5+63.66 OFF: 28.07 L INV: 8681.06 HEADWALL 3-24" RCP-B STA: 6+27.74 OFF: 149.08 R INV: 8681.99 INV: 8672.00 TYPE C - INLET 2 STA:4+73.58 OFF:33.17R RIM:8684.05 INV OUT:8681.51 18" RCP 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 30'60' SCALE 1:30 35 UTILITY PLAN EAST R Know what's below. Call before you dig. SEE "DETAIL - NORTH EAST" TO LEFT DETAIL - NORTH EAST P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , U T 3 , 8 / 3 0 / 2 0 2 3 9 : 5 0 : 5 8 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 0+ 0 0 0+ 5 0 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 2+ 8 3 1 + 0 0 1 + 5 0 1 + 9 1 X W X W X W X W X W XS XS XS XS XS XS XS X S X S STSTST X S X S X S X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XS XS XS XS XW XW XW XW OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F 0 + 0 0 0+5 0 1+ 0 0 1+ 5 0 2 + 0 0 2 + 5 0 3 + 0 0 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+44 PLAYGROUND 0+ 0 0 0+ 5 0 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 3+ 0 0 3+ 5 0 4+ 0 0 4+ 5 0 5+ 0 0 5+ 5 0 6+ 0 0 6+ 5 0 7+ 0 0 7+ 5 0 8+ 0 0 8+ 5 0 9+ 0 0 9+ 5 0 9+ 5 4 BP: 0+00.00 PI: 0+20.00 PI: 1+ 3 0 . 2 5 PI: 2+79.39 PI: 4 + 1 2 . 1 7 PI: 4+7 5 . 8 9 PI: 6+92. 0 4 PI: 8+03 . 4 9 PI: 9+2 9 . 2 2 EP: 9+ 5 3 . 5 4 XS XS XS XS XS XS X S S S S S S S S X S X S X S XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS 1+00 1+50 2+00 2+50 3+00 3+50 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 6 + 9 0 S S S S S S S 0 + 0 0 0 + 5 0 1 + 0 0 1 + 5 0 2+0 0 2+5 0 2+6 9 0 + 0 0 0 + 5 0 1 + 0 0 1+ 5 0 2+ 0 0 2+ 5 0 3 + 0 0 3+ 0 4 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+ 0 0 4+ 5 0 5+ 0 0 5+ 5 0 5+ 9 5 0+00 0+50 1+00 1+50 2+00 2+5 0 3+0 0 3 + 5 0 4 + 0 0 4 + 5 0 5+ 0 0 5+ 5 0 6+ 0 0 6+ 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 10+00 10+50 1 1 + 0 0 11 + 5 0 12 + 0 0 12 + 0 7 0 + 0 0 0 + 5 0 1+0 0 1 + 5 0 2 + 0 0 2+ 5 0 3+ 0 0 3+ 5 0 4+004+505+00 5 + 5 0 6+ 0 0 6+ 5 0 7+ 0 0 7+50 8+00 8+508+ 6 5 0 + 0 0 0 + 5 0 1 + 0 0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 7 + 7 1 XW XW XW XW WM WM WM WM X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW W M WM WM W M WM WM WM W M W M W M WM WMWM WM WM WMWM WM WM WM WM WM W M W M W M WMWMWMWMWMWM WM OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT E WM W M W M W M WM WM WM WM WM WM WM WM W M WM WM WM WM W M W M WM WM W M S S S S S S S S S S S S S S S S S FEATURE/ DETENTION POND 2 DETENTION POND 1 3-18 " S T O R M INV = 8 6 7 7 . 1 2 INV = 8 6 7 6 . 1 3 INV = 8 6 7 7 . 1 1 3-18 " S T O R M INV = 8 6 7 6 . 5 7 INV = 8 6 7 6 . 0 5 INV = 8 6 7 6 . 5 6 0+ 0 0 0+ 4 9 W M W M WM WM WM WM ST 0 8 ST 0 8 ST 0 8 EX. A G R I - D R A I N EX. 8 " D R A I N INV= 8 6 7 0 . 0 EX. 8 " D R A I N INV= 8 6 6 6 . 8 2 ST ST ST ST ST ST ST ST ST WS W S 0 + 0 0 1 + 0 0 1 + 3 6 TEMPORARY SEDIMENTATION BASIN 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 60'120' SCALE 1:60 36 UTILITY ALIGNMENT MAP R Know what's below. Call before you dig. ALIGNMENT: COZEN'S DITCH ALIGNMENT: WATER MWD ALIGNMENT: WATER EAST ALIGNMENT: SS EAST ALIGNMENT: SS WEST 1 ALIGNMENT: WATER WEST 1 ALIGNMENT: SS WEST 2 ALIGNMENT: WATER -WEST 2 ALIGNMENT: WATER -WEST 2 ALIGNMENT: WATER EAST ALIGNMENT: WATER AWD ALIGNMENT: SS WEST 3 ALIGNMENT: STORM DRIVE 4 ISLAND ALIGNMENT: STORM OVR ALIGNMENT: STORM - BUILDING J 56.5' UT I L I T Y EASEME N T 78' U T I L I T Y EA S E M E N T 65. 6 ' U T I L I T Y EA S E M E N T 67.8 ' U T I L I T Y EASE M E N T 46' U T I L I T Y EAS E M E N T 78. 4 ' U T I L I T Y EAS E M E N T 56' U T I L I T Y EASE M E N T 3 5 . 3 ' U T I L I T Y E A S E M E N T 66.3' UTILITY EASEMENT 10' UTILI T Y EASEME N T 46 ' U T I L I T Y EA S E M E N T 56 ' U T I L I T Y EA S E M E N T 7 0 . 9 ' U T I L I T Y EA S E M E N T 45 . 2 ' U T I L I T Y EA S E M E N T 47 . 3 ' U T I L I T Y EA S E M E N T 57' U T I L I T Y EAS E M E N T 48 ' U T I L I T Y EA S E M E N T 46' UT I L I T Y EASE M E N T 79.3' U T I L I T Y EASE M E N T 20' UTI L I T Y EASEM E N T 36' U T I L I T Y EASE M E N T 51' UTI L I T Y EASEM E N T 36' UTILITY EASEMENT 47 . 8 ' U T I L I T Y EA S E M E N T 47.8' U T I L I T Y EASE M E N T P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , U T - A L I G N 1 , 8 / 3 0 / 2 0 2 3 9 : 5 1 : 1 7 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K X W X W X W XS XS XS XS XS X S X S STSTST X S X S X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XW XW XW OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F PLAYGROUND BP: 0+00.00 PI: 0+20.00 PI: 1+ 3 0 . 2 5 PI: 2+79.39 PI: 4 + 1 2 . 1 7 PI: 4+75 . 8 9 PI: 6+92. 0 4 PI: 8+03. 4 9 XS XS XS XS S S S S X S X S XS XS XS XS XS XS XS XS XS XS S S S S S XW XW XW WM WM WM X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW WM W M WM WM W M W M WM WM WM WM WMWM WM WM WM W M WMWMWMWM OLD VICT O R Y R D . L55 L56L57 L 5 8 L5 9 L60 L61 L 6 2 L 6 3 L64L65 L66 L67 L69 C34 C35 L 7 0 L7 1 L7 2 L7 3 L7 4 L7 5 L7 6 L77 L78 L79 L80 L81L82 L83 L84 L 8 5 L86 L87 L88 L89 L90 L91 L92 L93 L94 L 9 5 L 9 6 L97 L9 8 L 9 9 L1 0 0 L101 L102 L103 L104 L105 L106 L107 L10 8 L1 0 9 L110 L 1 1 1 L1 1 2 L1 1 3 L11 4 L115 L 1 1 6 L 1 1 7 L 1 1 8 L1 1 9 L1 2 0 L1 2 1 L122 L123 L124 L125 L126 L127 L128 L129 L130 L131 L132 L133 L134 L135 L136 L137 L 1 3 8 L 1 3 9 L1 4 0 L141 L142 L143 L144 L145 L146 L147 L 1 4 8 L 1 4 9 L150 L151 L152 L153 L1 5 4 L1 5 5 L156 L157 L158 L159 L160 L16 1 MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E W M W M WM WM WM WM WM W M WM W M S S S S S S S S S S S S FEATURE/ DETENTION POND 2 DETENTION POND 1 3-18" S T O R M INV = 8 6 7 7 . 1 2 INV = 8 6 7 6 . 1 3 INV = 8 6 7 7 . 1 1 3-18" S T O R M INV = 8 6 7 6 . 5 7 INV = 8 6 7 6 . 0 5 INV = 8 6 7 6 . 5 6 W M W M WM WM ST 0 8 ST 0 8 EX. A G R I - D R A I N EX. 8 " D R A I N INV= 8 6 7 0 . 0 ST ST ST ST ST ST WS TEMPORARY SEDIMENTATION BASIN 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 80'160' SCALE 1:80 37 UTILITY ALIGNMENT TABLES R Know what's below. Call before you dig. ALIGNMENT: COZEN'S DITCH ALIGNMENT: WATER MWD ALIGNMENT: WATER EAST ALIGNMENT: SS EAST ALIGNMENT: SS WEST 1 ALIGNMENT: WATER WEST 1 ALIGNMENT: SS WEST 2 ALIGNMENT: WATER -WEST 2 ALIGNMENT: WATER -WEST 2 ALIGNMENT: WATER EAST ALIGNMENT: WATER AWD ALIGNMENT: SS WEST 3 ALIGNMENT: STORM DRIVE 4 ISLAND ALIGNMENT: STORM OVR ALIGNMENT: STORM - BUILDING J SS EAST Number L144 L145 L146 L147 L148 Radius Length 8.58 99.33 153.98 288.06 40.26 Line/Chord Direction S60° 08' 58.00"E S60° 08' 58.00"E S44° 44' 13.82"E S0° 43' 45.72"W S0° 13' 18.18"W SS WEST 1 Number L149 L150 L151 L152 Radius Length 136.28 74.35 37.74 20.63 Line/Chord Direction S3° 44' 58.66"W S31° 09' 54.06"E S11° 44' 38.66"W S13° 11' 27.95"W SS WEST 2 Number L153 L154 L155 Radius Length 105.89 143.72 54.21 Line/Chord Direction S13° 50' 12.42"W S43° 36' 37.94"W S32° 02' 38.11"W SS WEST 3 Number L156 L157 Radius Length 64.51 26.22 Line/Chord Direction S3° 12' 17.53"W S1° 59' 02.86"W STORM-OVR Number L71 L72 L73 L74 L75 Radius Length 20.00 110.25 149.13 132.79 63.72 Line/Chord Direction N34° 19' 47.15"E N52° 42' 37.91"E N38° 50' 18.90"E N61° 45' 32.77"E N47° 55' 19.91"E STORM BUILDING J Number L76 Radius Length 282.77 Line/Chord Direction N49° 48' 10.46"E STORM DRIVE 4 ISLAND Number L70 Radius Length 131.15 Line/Chord Direction S10° 40' 44.81"E STORM DRIVE 4 ISLAND Number L70 Radius Length 131.15 Line/Chord Direction S10° 40' 44.81"E WATER-EAST Number L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 L87 L88 L89 L90 L91 L92 L93 L94 L95 L96 L97 L98 L99 L100 L101 Radius Length 90.70 6.53 52.09 41.23 8.91 19.73 19.10 77.84 142.21 16.70 34.73 19.27 15.11 134.34 2.56 3.97 87.05 39.78 14.44 125.16 110.13 8.27 63.44 53.63 20.00 Line/Chord Direction S60° 32' 06.69"E S60° 32' 06.69"E S55° 24' 51.70"E S57° 14' 54.06"E S57° 27' 13.61"E S57° 27' 14.32"E S57° 27' 14.10"E S32° 20' 21.31"E S15° 39' 38.69"W S30° 20' 21.31"E S30° 20' 21.31"E S69° 55' 54.03"E S69° 55' 54.03"E N67° 04' 05.97"E N23° 13' 45.72"E N23° 13' 45.72"E N0° 43' 45.72"E N0° 43' 45.72"E N0° 43' 45.72"E N0° 41' 32.58"E N42° 48' 22.53"W N20° 18' 22.53"W N26° 41' 37.47"E N16° 18' 22.53"W N16° 18' 22.53"W WATER-WEST 1 Number L102 L103 L104 L105 L106 L107 L108 L109 L110 L111 L112 L113 L114 L115 L116 L117 L118 L119 L120 L121 L122 L123 Radius Length 8.05 25.08 6.14 18.13 21.07 16.58 11.68 39.71 36.96 41.38 8.57 87.99 70.66 124.93 31.41 4.00 3.85 18.43 121.06 44.98 115.31 9.01 Line/Chord Direction S9° 40' 26.34"W S32° 13' 55.09"W S9° 39' 22.60"W S9° 37' 26.22"W S9° 39' 22.60"W S30° 39' 34.01"E S30° 39' 34.01"E S19° 39' 34.01"E S27° 27' 28.58"W S27° 27' 28.58"W S53° 38' 58.38"W S53° 38' 58.38"W S78° 02' 29.34"W N55° 33' 59.70"W N10° 33' 59.70"W N10° 33' 59.70"W N10° 33' 59.70"W N35° 26' 00.30"E N59° 28' 19.44"E N59° 28' 19.44"E S77° 39' 47.22"E N57° 20' 25.99"E WATER-WEST 2 Number L124 L125 L126 L127 L128 L129 L130 L131 L132 L133 L134 L135 L136 L137 L138 L139 L140 L141 L142 L143 Radius Length 41.98 4.61 10.09 19.25 46.57 181.52 28.64 135.48 10.15 6.53 11.54 5.60 3.24 3.53 117.10 14.17 59.96 8.58 17.86 44.21 Line/Chord Direction S1° 16' 34.99"E S10° 12' 17.53"W S10° 12' 17.53"W S10° 12' 17.53"W S11° 17' 42.47"E S55° 41' 00.88"E S55° 41' 00.88"E S55° 41' 00.88"E N79° 18' 59.12"E N79° 18' 59.12"E N68° 54' 38.79"E N24° 54' 38.79"E N24° 54' 38.79"E N24° 54' 38.79"E N3° 24' 38.79"E N3° 24' 38.79"E N20° 05' 21.21"W N8° 50' 21.21"W N14° 03' 24.49"E N14° 20' 22.83"E WATER-MWD Number L158 L159 L160 L161 Radius Length 131.34 186.35 51.89 225.64 Line/Chord Direction S79° 02' 23.55"E S81° 49' 39.98"E S82° 00' 27.07"E N73° 41' 37.47"E P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , U T - A L I G N 2 , 8 / 3 0 / 2 0 2 3 9 : 5 1 : 2 7 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K WATER-AWD PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8702 8704 8706 8708 8710 8712 8714 8716 8718 8720 -0+050+00 0+00.00 1+00 1+41.57 2+00 2+38.34 3+00 4+00 5+00 5+11.22 5+26.095+39.00 6+00 7+00 8+00 -0+050+00 0+00.00 1+00 1+41.57 2+00 2+38.34 3+00 4+00 5+00 5+11.22 5+26.095+39.00 6+00 7+00 8+00 503' ~ 12" EX.W A T E R TOP: 8691.13TOP: 8690.77 TOP: 8690.51 269' ~ 12" E X . W A T E R TOP: 8679.11 TOP: 8678.94 101' ~ 12" EX.WATER 141' ~ 12" EX.WATER TOP: 8677.55 TOP: 8674.91 SAN TOP: 8672.4 WATER-MWD PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 -0+050+00 0+00.00 1+00 1+31.34 2+00 3+00 3+17.69 3+69.58 4+00 5+00 5+95.22 6+00 -0+050+00 0+00.00 1+00 1+31.34 2+00 3+00 3+17.69 3+69.58 4+00 5+00 5+95.22 6+00 12x6 TEE w/ KB AMERICAN WILLOW DRIVE STA: 7+73.79 OFF: 5.00 R TOP: 8668.1779'~12" W T R @ 4 . 1 % 12x6 TEE w/ KB + 6" GV(S) AMERICAN WILLOW DRIVE STA: 6+94.96 OFF: 5.00 R TOP: 8671.39 81'~12" WTR @ 3 . 0 % 12x8 TEE w/ KB + 12" GV(E) + 8" GV(S) AMERICAN WILLOW DRIVE STA: 6+14.11 OFF: 5.00 R TOP: 8673.82 TOP: 8673.6366'~12" WTR @ 1.7% 12" ~ 22° BEND w/KB AMERICAN WILLOW DRIVE STA: 5+48.54 OFF: 4.46 L TOP: 8674.91 52'~12" WTR @ -0.0% 12x12 TEE w/ KB + 12" GV(E) +2-12" EX.GV(W+S) AMERICAN WILLOW DRIVE STA: 5+16.37 OFF: 42.08 L TOP: 8674.91 186' ~ 12" EX.WATER MOUNTAIN WILLOW DRIVE STA: 19+88.24 OFF: 7.12 L TOP: 8672.23 24" RCP 2 INV=8681.21± 24" RCP 1 INV=8681.21± 24" RCP 3 INV=8681.20± 18" RCP 2 INV=8681.12± 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8702 8704 8706 8708 8710 8712 8714 8716 8718 8720 8+00 9+00 10+00 10+42.19 10+50 8+00 9+00 10+00 10+42.19 10+50 TOP: 8705.04 503' ~ 12" EX.W A T E R WATER-AWD PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2' 5+11.22 5+26.095+39.00 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 38 WATER PROFILE MOUNTAIN WILLOW DRIVE & AMERICAN WILLOW DRIVE ST A 9 + 0 0 AM E R I C A N W I L L O W D R I V E MA T C H L I N E MA T C H L I N E AM E R I C A N W I L L O W D R I V E ST A 8 + 0 0 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - U W - A W D M W D , 8 / 3 0 / 2 0 2 3 9 : 5 1 : 4 6 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K WATER-EAST PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 -0+050+00 0+00.00 0+90.700+97.23 1+00 1+49.32 1+90.551+99.46 2+00 2+19.18 2+38.28 3+00 3+16.12 4+00 4+58.33 4+75.03 5+00 5+09.76 5+29.03 5+44.14 6+00 6+78.486+81.046+85.01 7+00 7+72.06 8+00 8+11.83 8+26.27 9+00 -0+050+00 0+00.00 0+90.700+97.23 1+00 1+49.32 1+90.551+99.46 2+00 2+19.18 2+38.28 3+00 3+16.12 4+00 4+58.33 4+75.03 5+00 5+09.76 5+29.03 5+44.14 6+00 6+78.486+81.046+85.01 7+00 7+72.06 8+00 8+11.83 8+26.27 9+00 8x6 TEE w/ KB + 6" GV DRIVE 3 STA: 3+53.90 OFF: 8.42 L TOP: 8680.55 40'~8" WTR @ 0.5% 8x6 TEE w/ KB + 8" GV (N) + 6" GV (E) DRIVE 3 STA: 3+93.74 OFF: 7.13 L TOP: 8680.75 87'~8" WTR @ 0.7% 8" ~ 22° BEND w/KB + 8" GV(N) DRIVE 3 STA: 4+76.21 OFF: 10.82 L TOP: 8681.40 4'~8" WTR @ 0.4% 8x6 TEE w/ KB + 6" GV DRIVE 3 STA: 4+79.25 OFF: 11.42 L TOP: 8681.41 3'~8" WTR @ 0.4% 8" ~ 45° BEND w/KB DRIVE 3 STA: 4+81.18 OFF: 11.90 L TOP: 8681.42 152'~8" WTR @ 2. 0 % 8" ~ 45° BEND w/KB DRIVE 3 STA: 6+27.66 OFF: 5.10 L TOP: 8684.48 2'~8" WTR @ 0.0%8x6 TEEw/ KB + 8" GV (N) + 6" GV (E) DRIVE 3 STA: 6+29.25 OFF: 3.72 L TOP: 8684.48 24'~8" WTR @ -1.4% 8" ~ 45° BEND w/KB DRIVE 3 STA: 6+52.06 OFF: 4.52 R TOP: 8684.16 39'~8" WTR @ -3.0% 8x6 TEE w/ KB + 6" GV DRIVE 3 STA: 7+02.27 OFF: 8.00 R TOP: 8682.97 5'~8" WTR @ -4.4% 8" ~ 45° BEND w/KB DRIVE 3 STA: 7+07.16 OFF: 4.88 R TOP: 8682.75 159'~8" WTR @ -1.5% 8" ~ 45° BEND w/KB DRIVE 3 STA: 8+65.59 OFF: 5.44 L TOP: 8680.39 8x8 TEE w/ KB + (3) 8" GV(N+E+S) DRIVE 4 STA: 13+64.96 OFF: 0.58 L TOP: 8675.49 81'~8" WTR @ -1.2% 8x6 TEE w/ KB + 6" GV DRIVE 1 STA: 1+79.91 OFF: 11.00 L TOP: 8676.44 7'~8" WTR @ -30.1% 8" ~ 11° BEND w/KB DRIVE 1 STA: 1+86.42 OFF: 11.38 L TOP: 8678.40 52'~8" WTR @ -1.0% CUT-IN 12x12 CROSS w/ KB + (2) 8" GV (E+W) +12" GV (S) + EX.12" GV (N) (4' SOUTH OF EX. TEE) DRIVE 1 STA: 2+38.36 OFF: 9.78 L TOP: 8679.11 TOP: 8678.94 41'~8" WTR @ -2.6% 8x6 TEE w/ KB + 6" GV DRIVE 1 STA: 2+79.70 OFF: 9.83 L TOP: 8680.01 48'~8" WTR @ -0.8% 8" ~ 22° BEND w/KB DRIVE 1 STA: 3+27.45 OFF: 10.05 L TOP: 8680.39 8" ~ 45° BEND w/KB DRIVE 1 STA: 4+01.68 OFF: 12.02 R TOP: 8680.39 1. 4 6 ' SAN TOP: 8678.2 1. 6 8 ' 78'~8" WTR @ 0.0% 8x6 TEE w/ KB + 8" GV (N) + 6" GV (E) DRIVE 3 STA: 2+25.78 OFF: 4.89 L TOP: 8677.94 SANITARY PIPE MUST BE 20' C900 STICK CENTERED ON CROSSING SAN BOT: 8682.1 9+00 9+51.43 10+00 10+61.5610+69.84 11+00 11+33.28 11+86.90 12+00 12+06.90 9+00 9+51.43 10+00 10+61.5610+69.84 11+00 11+33.28 11+86.90 12+00 12+06.90 8'~8" WTR @ 2.6% 110'~8" WTR @ 1.1% 8" ~ 22° BEND w/KB DRIVE 3 STA: 1+08.10 OFF: 7.36 L TOP: 8676.53 8" ~ 45° BEND w/KB DRIVE 3 STA: 2+15.62 OFF: 6.47 L TOP: 8677.74 12'~8" WTR @ 1.7% 8" ~ 45° BEND w/KB DRIVE 2 STA: 3+03.83 OFF: 1.00 R TOP: 8676.32 30'~8" WTR @ 1.4% 8" ~ 45° BEND w/KB AMERICAN WILLOW DRIVE STA: 6+14.11 OFF: 78.63 R TOP: 8675.47 54'~8" WTR @ 2.0% 8x6 TEE w/ KB + 8" GV(N) + 6" GV(E) AMERICAN WILLOW DRIVE STA: 6+14.11 OFF: 25.00 R TOP: 8674.38 20'~8" WTR @ 3.8% 12x8 TEE w/ KB + 12" GV(E) + 8" GV(S) AMERICAN WILLOW DRIVE STA: 6+14.11 OFF: 5.00 R TOP: 8673.82 TOP: 8673.63 SAN TOP: 8674.9 1. 5 ' 8x6 TEE w/ KB + 8" GV(N) + 6" GV(E) DRIVE 2 STA: 3+37.14 OFF: 4.09 L TOP: 8675.89 8x6 TEE w/ KB + 8" GV (N) + 6" GV (E) DRIVE 3 STA: 2+25.78 OFF: 4.89 L TOP: 8677.94 184.94' of 24" @ 0.50% 24" RCP 2 INV=8681.67± WATER-WEST 1 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 -0+050+00 0+00.000+08.05 0+33.130+39.27 0+57.40 0+78.47 0+95.05 1+00 1+06.72 1+46.43 1+83.39 2+00 2+24.772+33.34 3+00 3+21.33 3+91.99 4+00 5+00 5+16.92 5+48.335+52.335+56.18 5+74.62 6+00 6+95.68 7+00 7+40.66 8+00 8+55.978+64.98 8+65 -0+050+00 0+00.000+08.05 0+33.130+39.27 0+57.40 0+78.47 0+95.05 1+00 1+06.72 1+46.43 1+83.39 2+00 2+24.772+33.34 3+00 3+21.33 3+91.99 4+00 5+00 5+16.92 5+48.335+52.335+56.18 5+74.62 6+00 6+95.68 7+00 7+40.66 8+00 8+55.978+64.98 8+65 TOP: 8672.23 TOP: 8672.31 25' ~ 8" EX.WATER TOP: 8672.70 TOP: 8672.61 TOP: 8672.79 18'~8" WTR @ -1.5% 8" ~ 22° BEND w/KB DRIVE 4 STA: 9+95.57 OFF: 5.50 R TOP: 8675.18 8'~8" WTR @ -1.6% 8" ~ 45° BEND w/KB DRIVE 4 STA: 9+78.74 OFF: 13.01 R TOP: 8675.46 31'~8" WTR @ 0.4% 8x8 TEE w/ KB + 8" GV DRIVE 4 STA: 17+09.36 OFF: 16.71 R 8" ~ 45° BEND w/KB DRIVE 4 STA: 16+87.15 OFF: 5.50 L TOP: 8675.46 166'~8" WTR @ -1.2%115'~8" WTR @ 1.3% 8" ~ 45° BEND w/KB DRIVE 4 STA: 12+80.19 OFF: 1.93 L TOP: 8674.68 8" ~ 45° BEND w/KB DRIVE 4 STA: 11+63.07 OFF: 3.09 R TOP: 8673.20 12'~8" WTR @ 0.3% 8" ~ 11° BEND w/ KB DRIVE 4 STA: 12+90.50 OFF: 10.26 L TOP: 8674.72 17'~8" WTR @ 1.0% 8x6 TEE w/ KB +(2) 8" GV(W+S) DRIVE 4 STA: 12+81.35 OFF: 10.85 L TOP: 8674.68 21'~8" WTR @ 1.7% 8" ~ 45° BEND w/KB DRIVE 4 STA: 12+69.71 OFF: 16.18 L TOP: 8674.52 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 12+65.59 OFF: 36.09 L TOP: 8674.16 18'~8" WTR @ 7.6% 40'~8" WTR @ 1.3% 8" ~ 45° BEND w/KB DRIVE 4 STA: 13+23.51 OFF: 18.84 L TOP: 8675.23 46'~8" WTR @ 0.6%32'~8" WTR @ -0.1% 8x8 TEE w/ KB + (3) 8" GV(N+E+S) DRIVE 4 STA: 13+64.96 OFF: 0.58 L TOP: 8675.49 9'~8" WTR @ 0.0% 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 14+04.01 OFF: 5.50 L TOP: 8675.46 8" ~ 22° BEND w/KB DRIVE 4 STA: 13+95.44 OFF: 5.50 L TOP: 8675.46 88'~8" WTR @ 0.0% 8" ~ 45° BEND w/KB DRIVE 4 STA: 15+62.22 OFF: 5.50 L TOP: 8675.46 8" ~ 22° BEND w/KB DRIVE 4 STA: 14+91.99 OFF: 5.50 L TOP: 8675.46 125'~8" WTR @ 0.0% SSMH-WM1-1-21.12A.2 STA:12+60.95 OFF:-22.37L RIM:8683.15 INV IN:8670.39 8" PVC INV OUT:8670.19 8" PVC CUT: 13.0 136.28' ~ 8" PVC @ 2 . 8 9 % SSMH-WM1-1-21.12A.3 STA:13+99.52 OFF:5.50R RIM:8685.35 INV OUT:8674.32 8" PVC CUT: 11.0 71'~8" WTR @ 0.0%8" ~ 45° BEND w/KB DRIVE 4 STA: 9+78.74 OFF: 13.01 R TOP: 8675.46 18" RCP 3 INV=8678.95± WATER-WEST 2 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8656 8658 8660 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8656 8658 8660 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 -0+050+00 0+00.00 0+41.980+46.590+56.69 0+75.94 1+00 1+22.51 2+00 3+00 3+04.03 3+32.67 4+00 4+68.154+78.304+84.834+96.37 5+00 5+01.975+05.215+08.74 6+00 6+25.84 6+40.01 6+99.97 7+00 7+08.55 7+26.41 7+70.62 7+75 -0+050+00 0+00.00 0+41.980+46.590+56.69 0+75.94 1+00 1+22.51 2+00 3+00 3+04.03 3+32.67 4+00 4+68.154+78.304+84.834+96.37 5+00 5+01.975+05.215+08.74 6+00 6+25.84 6+40.01 6+99.97 7+00 7+08.55 7+26.41 7+70.62 7+75 EX. 12x8 CROSS + (2) 12" EX. GV + (2) 8" EX. GV MOUNTAIN WILLOW DRIVE STA: 12+94.45 OFF: 5.32 L TOP: 8663.98 Null Structure DRIVE 8 STA: 2+67.93 OFF: 53.33 L TOP: 8664.13 9'~8" WTR @ 11.8% 8" ~ 11° BEND w/ KB DRIVE 8 STA: 2+79.85 OFF: 30.52 L TOP: 8667.40 8" ~ 22° BEND w/KB DRIVE 8 STA: 2+73.98 OFF: 36.78 L TOP: 8666.38 15'~8" WTR @ 12.8% 105'~8" WTR @ 2 . 6 % 27'~8" WTR @ 2.2% 8x6 TEE w/ KB + 6" GV DRIVE 8 STA: 3+42.33 OFF: 27.31 R TOP: 8669.26 TOP: 8669.14 60'~8" WTR @ 2.1 % 8" ~ 22° BEND w/KB DRIVE 8 STA: 3+28.60 OFF: 4.38 R TOP: 8668.68 4'~8" WTR @ 3.9% 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 5+61.52 OFF: 25.01 L TOP: 8672.08 TOP: 8671.90 8" ~ 22° BEND w/KB DRIVE 4 STA: 5+60.94 OFF: 28.50 L TOP: 8671.94 11'~8" WTR @ 1.3% 8" ~ 45° BEND w/KB DRIVE 4 STA: 5+63.81 OFF: 11.13 L TOP: 8672.32 3'~8" WTR @ 3.3% 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 5+62.05 OFF: 21.82 L TOP: 8672.18 164'~8" WTR @ -1.4% 10'~8" WTR @ -0.2% 8" ~ 11° BEND w/KB DRIVE 4 STA: 5+44.62 OFF: 5.00 R TOP: 8672.17 8'~8" WTR @ -0.3% 8" ~ 45° BEND w/KB DRIVE 4 STA: 5+54.32 OFF: 3.07 R TOP: 8672.19 9'~8" WTR @ -1.2% 8x8 TEE w/ KB + 8" GV (E) + 8" GV (S) DRIVE 4 STA: 5+58.90 OFF: 3.80 L TOP: 8672.22 TOP: 8672.22 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 3+80.50 OFF: 5.00 R TOP: 8669.87 177'~8" WTR @ -0.8% 8" ~ 45° BEND w/KB DRIVE 4 STA: 2+03.57 OFF: 14.32 R TOP: 8668.3529'~8" WTR @ -1.6% 47'~8" WTR @ -2 . 5 % 8" ~ 22° BEND w/KB DRIVE 4 STA: 1+61.75 OFF: 7.15 R TOP: 8667.19 5'~8" WTR @ -2.8% 8" ~ 11° BEND w/ KB DRIVE 4 STA: 1+29.25 OFF: 1.82 R TOP: 8666.35 8x6 TEE w/ KB + 6" GV DRIVE 4 STA: 1+34.01 OFF: 2.07 R TOP: 8666.49 37' ~ 8" EX.WATER 42' ~ 8" EX.WATER INSULATE WATER SAN BOT: 8672.4 1. 6 1 ' 18" RCP 1 INV=8675.17± 18" RCP 1 INV=8673.33± SANITARY PIPE MUST BE 20' C900 STICK CENTERED ON CROSSING 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 39 WATER PROFILE EAST, WEST 1, & WEST 2 ST A 9 + 0 0 WA T E R - E A S T MA T C H L I N E MA T C H L I N E WA T E R - E A S T ST A 0 + 0 0 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - U W - E W 1 W 2 , 8 / 3 0 / 2 0 2 3 9 : 5 2 : 0 9 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K SS WEST 3 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 0+951+00 1+00.00 1+64.51 1+90.73 1+95 0+951+00 1+00.00 1+64.51 1+90.73 1+95 EX-SSMH-WM 1-21.5A.2 STA:9+80.93 OFF:3.35R RIM:8675.09 INV IN:8666.78 8" PVC INV OUT:8666.58 8" PVC CUT: 8.5 S S 8" SS PLUG2 STA:9+82.37 OFF:32.37R RIM:8667.80 INV IN:8667.07 8" PVC INV OUT:8667.07 8" PVC CUT: 3.7 S S S S S 35.44' ~ 8" PVC @ 1.00% S S S SSMH-WM1-21.5A.3 STA:1+69.65 OFF:-4.04L RIM:8676.43 INV OUT:8667.42 8" PVC CUT: 9.0S S 29' ~ 8" EX. PVC @ 1.00% SS WEST 2 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8662 8664 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 -0+050+00 0+00.00 1+00 1+05.89 2+00 2+49.61 3+00 3+03.82 3+05 -0+050+00 0+00.00 1+00 1+05.89 2+00 2+49.61 3+00 3+03.82 3+05 EX-SSMH-WM 1-21.5A STA: 12+83.76 OFF: 4.32 R RIM: 8671.80 INV IN: 8664.86 (E) INV IN: 8664.86 (S) INV IN: 8664.86 (W) INV OUT: 8664.96 (N) CUT: 6.9 35' ~ 8" EX. PVC @ 0.46% EX. 8" PLUG STA:12+82.48 OFF:38.92R RIM:8665.75 INV IN:8665.02 8" PVC INV OUT:8665.02 8" PVC CUT: 8.8 71.27' ~ 8" PVC @ 0.50% 143.72' ~ 8 " P V C @ 5 . 2 4 % SSMH-WM1-1-21.5A.3 STA:4+25.99 OFF:15.42R RIM:8680.64 INV OUT:8673.00 8" PVC CUT: 7.6 18" RCP 1 INV=8673.61± SS WEST 1 PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 -0+050+00 0+00.00 0+37.74 0+58.37 1+00 1+94.64 2+00 2+68.99 2+75 -0+050+00 0+00.00 0+37.74 0+58.37 1+00 1+94.64 2+00 2+68.99 2+75 EX-SSMH-WM 1-21.12A STA: 19+70.10 OFF: 1.28 R RIM: 8683.22 INV IN: 8669.60 (E) INV IN: 8669.60 (S) INV OUT: 8669.50 (W) CUT: 13.7 20.63' ~ 8" PVC @ 1.00% SSMH-WM1-1-21.12A.2 STA:12+60.95 OFF:-22.37L RIM:8683.15 INV IN:8670.39 8" PVC INV OUT:8670.19 8" PVC CUT: 13.0 136.28' ~ 8" PV C @ 2 . 8 9 % SSMH-WM1-1-21.12A.3 STA:13+99.52 OFF:5.50R RIM:8685.35 INV OUT:8674.32 8" PVC CUT: 11.0 EX. 8" STUB STA: 19+68.00 OFF: 38.96 R INV IN: 8669.98 (S) INV OUT: 8669.98 (N) 38' ~ 8" EX. PVC @ 1.01% 1. 8 7 ' WATER TOP: 8675.5 WATER BOT: 8673.8 SS EAST PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 8700 1+00 1+00.001+08.58 2+00 2+07.91 3+00 3+61.89 4+00 5+00 6+00 6+49.95 6+90 6+90.20 1+00 1+00.001+08.58 2+00 2+07.91 3+00 3+61.89 4+00 5+00 6+00 6+49.95 6+90 6+90.20 SSMH-4C-5 STA:6+49.95 OFF:0.00 RIM:8692.52 INV OUT:8684.50 8" PVC CUT: 8.0 SSMH-4C-3 STA:3+61.89 OFF:0.00 RIM:8687.36 INV IN:8673.58 8" PVC INV OUT:8673.38 8" PVC CUT: 16.0 144.62' ~ 8" PVC @ 2 . 4 3 % 99.33' ~ 8" PVC @ 0.60% EX-SSMH-4C STA:1+08.58 OFF:0.00 RIM:8687.11 INV IN:8671.66 8" PVC INV OUT:8671.46 8" PVC CUT: 15.7 SSMH-4C-2 STA:2+07.91 OFF:0.00 RIM:8685.28 INV IN:8672.46 8" PVC INV IN:8672.77 8" PVC INV OUT:8672.26 8" PVC CUT: 13.0 WATER BOT: 8675.0 WATER TOP: 8681.6 SSMH-4C-4 STA:13+74.18 OFF:-429.21L RIM:8689.79 INV IN:8677.30 8" PVC INV IN:8677.30 8" PVC INV OUT:8677.10 8" PVC CUT: 12.7 70.45' ~ 8" PVC @ 0.60% 143.43' ~ 8 " P V C @ 5 . 0 2 % 83.54' ~ 8" PVC @ 0.60% 6" WYE STA: 13+54.25 INV IN: 8672.96 (SE) INV IN: 8674.16 (NE) INV OUT: 8672.96 (NW) WATER BOT: 8679.8 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 40 SANITARY PROFILE P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - U S S , 8 / 3 0 / 2 0 2 3 9 : 5 2 : 4 1 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K STORM DRIVE 4 ISLAND PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8672 8674 8676 8678 8680 8682 8684 8672 8674 8676 8678 8680 8682 8684 -0+050+00 0+00.00 1+00 1+31.15 1+35 -0+050+00 0+00.00 1+00 1+31.15 1+35 STORM-OVR PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8692 8694 8696 8698 0+00 0+00.00 0+20.00 1+00 1+30.25 2+00 2+79.39 3+00 4+00 4+12.17 4+75.89 5+00 6+00 6+92.04 7+00 8+00 8+03.49 9+00 9+29.22 TYPE-C INLET 1 STA:58+75.82 OFF:22.64R RIM:8691.62 INV OUT:8687.57 24" RCP 110.22' ~ 24" RC P @ 2 . 3 3 % 24" FES #1 STA:8+22.48 OFF:-146.15L RIM:8681.13 INV IN:8678.50 24" RCP 18" RCP FES1 STA: 11+81.39 OFF: 41.46 R INV: 8679.25 111.15' ~ 18" @ -0.78% 18" RCP FES 2 STA: 11+62.88 OFF: 68.39 L INV: 8678.38 STORM BUILDING J PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 8666 8668 8670 8672 8674 8676 8678 8680 8682 8684 8686 8688 8690 -0+050+00 0+00.00 1+00 2+00 2+82.77 2+87 -0+050+00 0+00.00 1+00 2+00 2+82.77 2+87 2X2 INLET STA: 3+88.77 OFF: 46.74 R INV: 8675.60 260.77' ~ 18" RCP @ -1.00% 18" FES STA: 2+93.49 OFF: 59.05 L INV: 8673.00 STORM SKI BUILDING PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8670 8680 8690 8670 8680 8690 0+00 0+00.00 0+22.71 1+00 1+22.87 1+32 0+00.00 0+22.71 0+50 1+00 1+22.87 1+32 158.38' ~ 2 4 " R C P @ 3 . 8 5 % CUSTOM INLET STA:4+77.53 OFF:-2.15L RIM:8679.71 INV OUT:8675.90 24" 212.91' ~ 24" HDPE @ 1.83% POND 2 OUTLET - TYPE C INLET STA:7+89.66 OFF:0.00 RIM:8677.00 INV OUT:8672.50 18" RCP 125.05' ~ 18" RCP @ 3.60%18" FES -P4 STA:9+14.71 OFF:0.02R RIM:8669.79 INV IN:8668.00 18" RCP 5' MH #1 STA:7+99.83 OFF:10.60R RIM:8691.13 INV IN:8685.00 24" RCP INV OUT:8684.60 24" RCP TYPE C - INLET 2 STA:4+73.58 OFF:33.17R RIM:8684.05 INV OUT:8681.51 18" RCP 102.17' ~ 18" RCP @ 0.50%102.17' ~ 18" RCP @ 0.50% STA:1+22.87 ELEV:8681.00 CD-DITCH-NEW PROFILE HORIZ. SCALE = 10' VERT. SCALE = 2'8680 8682 8684 8686 8688 8690 8692 8694 8696 8680 8682 8684 8686 8688 8690 8692 8694 8696 -0+050+00 0+00.00 0+31.12 0+57.06 1+00 1+52.78 1+85.35 1+99.33 2+00 2+22.58 2+77.482+89.01 3+00 3+35.06 3+89.50 4+00 4+18.95 4+39.364+51.31 4+92.51 5+00 6+00 6+77.456+81.12 7+00 7+17.43 7+44.00 7+50 -0+050+00 0+00.00 0+31.12 0+57.06 1+00 1+52.78 1+85.35 1+99.33 2+00 2+22.58 2+77.482+89.01 3+00 3+35.06 3+89.50 4+00 4+18.95 4+39.364+51.31 4+92.51 5+00 6+00 6+77.456+81.12 7+00 7+17.43 7+44.00 7+50 -0.53%-0.50%-0.50% -4.90% -3.18% -0.50% GR A D E B R E A K S T A = - 0 + 0 4 . 8 8 EL E V = 8 6 9 2 . 0 3 7 GR A D E B R E A K S T A = 4 + 9 1 . 6 5 EL E V = 8 6 8 1 . 9 9 0 GR A D E B R E A K S T A = 6 + 7 7 . 4 5 EL E V = 8 6 8 1 . 0 6 9 GR A D E B R E A K S T A = 7 + 4 4 . 0 0 EL E V = 8 6 8 0 . 7 3 6 GR A D E B R E A K S T A = 0 + 7 4 . 0 8 EL E V = 8 6 8 8 . 1 6 9 GR A D E B R E A K S T A = 4 + 1 5 . 5 9 EL E V = 8 6 8 2 . 3 9 6 PVI STA: 2+25.54 PVI ELEV: 8683.35 K: 49.97 LVC: 134.15 BV C S : 1 + 5 8 . 4 8 BV C E : 8 6 8 5 . 4 8 EV C S : 2 + 9 2 . 6 3 EV C E : 8 6 8 3 . 0 1 184.94' ~ 24" HDPE @ 0.50% 10 0 - Y R F L O W DE P T H = 0 . 9 6 ' @ 1 . 0 % DE P T H = 1 . 1 5 ' @ 0 . 5 % 4' 2. 1 5 ' 14.38' 1. 0 4 ' FR E E B O A R D 5 CFS DECREED FLOW + 9.2 CFS DEVELOPED FLOW CAPACITY = 14.2 CFS COZEN'S DITCH NOT TO SCALE 2' 3:12.5:1 2.5:1 3:1 NOTE: THIS DITCH SECTION WORKS FOR ALL CHANNEL LONGITUDINAL GRADES. 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 41 STORM PROFILES P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P P - U S T R M , 8 / 3 0 / 2 0 2 3 9 : 5 3 : 1 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O R Know what's below. Call before you dig. R Know what's below. Call before you dig. GENERIC RIPRAP DETAIL 42 DETAILS - EROSION P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 C o v e r . d w g , D E T - E C , 8 / 3 0 / 2 0 2 3 9 : 5 3 : 4 6 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O R Know what's below. Call before you dig. PVC C900 PIPE PER TOWN OF FRASER CONTRACTOR: VERIFY SKIDS WORK WITH PVC PIPE PRIOR TO INSTALLATION. 43 DETAILS - SITE 1 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 C o v e r . d w g , D E T A I L S - S I T E , 8 / 3 0 / 2 0 2 3 9 : 5 4 : 0 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 16"16" 32" (2.67')  32" (2.67') 14"14"  18" 6" 6" 1" 1 12" 4 12"18" 6" 6" R1 . 5 ' ( C ) R1 . 5 ' ( D ) MOUNTABLE CATCH CURB NOT TO SCALE VERTICAL CATCH CURB NOT TO SCALE VALLEY PAN NOT TO SCALE RIBBON CURB NOT TO SCALE (A) (A) (A) (A ) (A ) 6" 3"R1 8 " R1 2 " 1" 2" 16"16" 32" (2.67')  MOUNTABLE SPILL CURB NOT TO SCALE 6" 4" R1 8 " R1 2 " 2" .5 " DETACHED TRAILS 12" SIDEWALK CHASE NOT TO SCALE 12"9"9"VA R I E S 8 " t o 1 2 " 38" ROLLED GALV. STEEL TREAD PLATE 6" L 114 x 114 x 14 w/ 4" HEADED STUDS OR SIMILAR @ 24" O.C. CONCRETE TO BE DRILLED w/ 0.5"Ø x 1" FLAT HEAD MACHINE SCREWS @ 24" O.C. EA. SIDE 12" 9" 9"VA R I E S 5 t o 9 " 38" ROLLED GALV. STEEL TREAD PLATE 6" L 114 x 114 x 14 w/ 4" HEADED STUDS OR SIMILAR @ 24" O.C. CONCRETE TO BE DRILLED w/ 0.5"Ø x 1" FLAT HEAD MACHINE SCREWS @ 24" O.C. EA. SIDE 5" 9. 0 3 " 8' TRAIL @ 2% CHASE FLOWLINE @ 2% CHASE PROFILE CHASE SECTION 8.33% 1 12" 4 12"18" 6" 6" 0.36" R1 . 5 ' ( C ) R1 . 5 ' ( D ) VERTICAL SPILL CURB NOT TO SCALE (A) 2% 112" 11.67' ASPHALT 13' LANE 26' DRIVE AISLE NOT TO SCALE CL 2% 26' ROADWAY NOTES: 1.MANY DIFFERENT COMBINATIONS OF ROAD CROSS-SLOPE, CROWN, EDGE TREATMENT, PARKING, AND WALK PRESENCE EXIST. PLEASE REFER TO THE PLANS AND CALL TKE WITH ANY QUESTIONS. 2.PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS PER THE GEOTECH. 5" ASPHALT OVER 8" CLASS 6 BEDDING 2% 2.67' MC 11.67' ASPHALT 13' LANE 2.67' MC 5' WALK 11.67' ASPHALT 13' LANE 26' DRIVE/PARKING AISLE NOT TO SCALE CL 2% 26' ROADWAY 2% 11.67' ASPHALT 13' LANE 2.67' MC 2.67' MC 20' PARKING 5% 4' 1-2% 10.67' ASPHALT 12' LANE 24' DRIVE AISLE NOT TO SCALE CL 2% 24' ROADWAY 2.67' MC 10.67' ASPHALT 12' LANE 5' WALK 2% 2.67' MC 10.67' ASPHALT 12' LANE 24' DRIVE AISLE NOT TO SCALE CL 2% 24' ROADWAY 2.67' MC 5' WALK 2% 2.67' MC 31.5' ASPHALT 13' LANE 26' DRIVE/PARKING AISLE NOT TO SCALE CL 2% 26' ROADWAY 2% 11.67' ASPHALT 13' LANE 2.67' MC 20' PARKING 5% 4' 2% 2' VC 5' WALK 5% 4' 5% 4' 13' LANE 26' DRIVE/PARKING AISLE NOT TO SCALE CL 2% 26' ROADWAY 2% 31.5' ASPHALT 13' LANE 2% 20' PARKING 2' VC 5' WALK 2' VC 5' WALK 2.67' MC 5% 4' 10 0 - Y R F L O W DE P T H = 0 . 9 6 ' @ 1 . 0 % DE P T H = 1 . 1 5 ' @ 0 . 5 % 14.38'2' 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 44 DETAILS - SITE 2 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 C o v e r . d w g , D E T - S I T E 2 , 8 / 3 0 / 2 0 2 3 9 : 5 4 : 1 4 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O R Know what's below. Call before you dig.45 DETAILS - WATER P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 C o v e r . d w g , D E T - W T R , 8 / 3 0 / 2 0 2 3 9 : 5 4 : 2 6 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O R Know what's below. Call before you dig.46 DETAILS - SANITARY P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C o n s t r u c t i o n D o c u m e n t s \ 2 - P R E L I M I N A R Y \ 1 9 0 0 8 C o v e r . d w g , D E T - S A N , 8 / 3 0 / 2 0 2 3 9 : 5 4 : 4 1 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K XW XW X W X W X W XS XS XS XS XS X S X S ST xws xws x w s x w s xws xws x s s x s s x s s x s s xs s xss x s s xss xss xs s x s s x s s xss xss xs s x s s x s s x s s x s s xws STST E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G E E E E G G G G G G G xss xss X S X S xss xss xss xw s xw s X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XS XSXSXSXSXSXSXSXSXS x w s x w s WW xss WW W W W W W W W W XW XW xss xss xss xss xs s XW xw s xss xss xss xssxssxss OLD VICTORY RD. CLUBHOUSE SKI STORAGE BUILDING A TYPE II GARAGE B GARAGE D GARAGE C MOUN T A I N W I L L O W D R AM E R I C A N W I L L O W D R I V E GARAGE A GARAGE E BUILDING B TYPE II BUILDING F TYPE II BUILDING G TYPE I BUILDING D TYPE I BUILDING E TYPE I BUILDING C TYPE I BUILDING J TYPE I BUILDING H TYPE II BUILDING I TYPE II BUILDING K TYPE II BUILDING L TYPE II G A R A G E G GARAGE I GARAGE H GARAGE F PLAYGROUND XS XS XS XS S S S S X S X S XS XS XS XS XS XS XS XS XS XS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S XW XW XW WM WM WM X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW WM W M WM WM W M W M WM WM WM WM WMWM WM WM WM W M WMWMWMWM > > > > > > > > > > >>> > > > > > > > > > > > >> > OLD VICT O R Y R D . MOUN T A I N W I L L O W D R N A R R O W L E A F C T . BL U E S T E M C T . TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT E W M W M WM WM WM WM WM W M WM W M S S S S S S S S S S S S FEATURE/ DETENTION POND 2 DETENTION POND 1 W M W M WM WM ST 0 8 ST 0 8 ST ST ST ST ST ST WS TEMPORARY SEDIMENTATION BASIN 76.10 EX 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 80'160' SCALE 1:80 47 PHASING PLAN R Know what's below. Call before you dig. PHASE 1 PHASE 2PHASE 3 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P H A S I N G , 8 / 3 0 / 2 0 2 3 9 : 5 5 : 1 5 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K APLEN GLOW AT GRAND PARK – PLANNING AREAS 2W.1 & 2W.2 Phase III Drainage Report Original Document Date March 10, 2021 Revision Date October 18, 2022 TKE Job Number 19008 Prepared For: Grand Park Development, LLC c/o Clark Lipscomb 46 Market Street, Fraser, CO 80442 970.726.8600 Prepared By: _____________________________________________ Anthony E. (Tony) Krempin, PE TKE Engineering, LLC PO Box 2225 Granby, Colorado 80446-2225 10/18/22 Alpenglow at Grand Park – Phase III Drainage Report Page 2 October 18, 2022 JN: 19008 2 TABLE OF CONTENTS Page I. INTRODUCTION ................................................................................................................................ 3 II. LOCATION AND SITE DESCRIPTION .................................................................................................. 3 III. DRAINAGE BASINS............................................................................................................................ 3 IV. DRAINAGE DESIGN CRITERIA ........................................................................................................... 5 A. Regulations B. Hydrological Criteria C. Hydraulic Criteria D. Waivers from Criteria V. DRAINAGE FACILITIES ....................................................................................................................... 4 A. Detention Pond - General Concept B. Stormwater Swales / Pipe / Inlets – General Concept C. Additional Information C. Flood Plain VI. CONCLUSION .................................................................................................................................... 7 VII. REFERENCES ..................................................................................................................................... 8 A P P E N D I C E S APPENDIX A Maps APPENDIX B Tables and Figures APPENDIX C – Calculations APPENDIX D Drainage Maps Alpenglow at Grand Park – Phase III Drainage Report Page 3 October 18, 2022 JN: 19008 3 I. INTRODUCTION This final drainage report presents the drainage concepts and proposed design features relating to the storm drainage system for Grand Park – Willows Apartments. The purpose of this report is to demonstrate the feasibility of a storm drainage system through the site. Please consider this report to replace the previously approved 2015 drainage report for the Willows by Phelps Engineering. II. LOCATION AND SITE DESCRIPTION Location: The project site is located adjacent to and uphill of Grand Park Willows, which is in a part of the east half of Section 29, Township 1 South, Range 75 West of the Sixth Principal Meridian, Town of Fraser, County of Grand, State of Colorado. Description of Property: In general, the site generally slopes from the southeast to the northeast being intercepted by the existing Cozens Ditch. This ditch currently directs flows northerly into a series of existing wetland mitigation/detention ponds that are located to the north and northwest of the site. There is another drainage channel just to the north of the proposed northerly connection of Mountain Willow Drive with Old Victory Road. This “No Name” channel, as referred to in the “Old Victory Road and Main Street – Phase II Final Drainage Report,” dated May 16, 2008, directs flows from an existing 6x24” culvert under Old Victory road to an existing pond northwest of the site. The relocated Cozens Ditch will be directing intercepted runoff flows from the majority of the site to the northern wetland mitigation/detention ponds. The entire area has been mapped by the NRCS. The project site is primarily composed of approximately equal parts of Tine gravely sandy loam and Cumulic Cryaquolls. The NRCS has classified the Tine soil unit as Hydrologic Soils Group A; described as generally deep and well drained by the NRCS. The NRCS has classified the Cumulic Cryaquolls soil unit as Hydrologic Soils Group A/D; when drained, described as generally deep and well drained by the NRCS, however when not drained (wetlands), described as having a very slow infiltration rate (high runoff potential) by the NRCS. Approximately 5% of the site has Frisco-Peeler gravelly sandy loams, is classified as Hydrologic Soils Group B by the NRCS and are described as moderately deep and moderately well drained by the NRCS. The runoff flows for the site will be evaluated for Type A soils. The NRCS Web Soil Survey Map and associated information is included in the Appendix. III. DRAINAGE BASINS The project site is located just north of the Denver and Rio Grande Railroad, south of US Highway 40 and between Leland Creek to the southeast and the “No Name” drainage channel to the northwest. This basin drains to the northwest to the intersection of Old Victory Road and US 40 before passing under US Highway 40 to ultimately discharge into the Fraser River. Per the master drainage study, each project is to be designed per Fraser Municipal Code and Grand County’s drainage criteria. Drainage channels, storm sewer systems and detention/water quality facilities are to be designed for each development and/or combined between two or more developments within the same basin. These systems are not allowed to impede the upstream flows that are to be directed through each development. The uphill runoff from the “No Name” drainage basin is directed under Old Victory road at the western portion of this project, bypassing our site, and enters a series of downstream meadows Alpenglow at Grand Park – Phase III Drainage Report Page 4 October 18, 2022 JN: 19008 4 ponds. These flows will be combined with other flows north of the Cozens Meadow detention pond before ultimately being discharged into the Fraser River. The project site has been divided into two uphill, off-site basins, thirteen downstream sub-basins (A-M) from the Phelps Report and 22 subbasins for our onsite drainage. The drainage map shows the basins and flow arrows, and there is a map of the HEC-HMS drainage basin map on the plans for clarity. Sub-basin Description: Please see the drainage maps for a visual depiction of the sub-basin layout. Impervious Covers: For this study, our drainage model models the historic basins for Willows and Willows apartments as undeveloped. The previously approved Old Victory Road improvements were modeled as existing, since that was covered in the previous Carroll & Lange Report. Weighted curve numbers (CN) have been determined for each basin. The CN is dependent on the type of soil as well as land usage as defined in the TR-55 manual. The majority of the site is wooded with type A & B soils in fair condition with resulting CN’s ranging from 54 to 67. The developed basins have CN’s ranging from 59 to 86. CN values were found using Table 2-2a and 2- 2c of the TR-55 manual (located in Appendix B). HEC-HMS was utilized to determine 10-year and 100-year flow rates. Additionally, HEC-HMS was used due to its’ capabilities in routing pond discharges through the site. See Appendix C for flow calculations. IV. DRAINAGE DESIGN CRITERIA A. Regulations. Drainage design is in accordance with the Town of Fraser, Colorado, Standards and Specifications and the Urban Drainage and Flood Control District Criteria Manuals. B. Hydrological Criteria 1. Rainfall Data NOAA Atlas 2, Volume III 2. Detention Discharge and Storage Calculation Method HEC-HMS TR-55 3. Design Storm Intervals Minor Design Storm: 10-year Major Design Storm: 100-year C. Hydraulic Criteria. The proposed site design and localized drainage uses HEC-HMS to analyze drainage by hydrograph through USDA TR-55 Urban Hydrology for Small Watersheds. Technical Release 55 (TR-55) presents simplified procedures to calculate storm runoff volume, peak rate of discharge, hydrographs, and storage volumes required for floodwater reservoirs. These procedures are applicable in small watersheds, especially urbanizing watersheds, in the United States. First issued by the Soil Conservation Service (SCS) in January 1975, TR-55 incorporates current SCS procedures. D. Development Criteria and Reference Constraints: Based on Flood Insurance Rate Map Alpenglow at Grand Park – Phase III Drainage Report Page 5 October 18, 2022 JN: 19008 5 (FIRM) panel 08049C0991C in Grand County, Colorado, dated January 2, 2008. E. Waivers from Criteria. No drainage criteria waivers are requested. V. DRAINAGE FACILITIES TKE ran two scenarios in HEC-HMS. Historic and Fully Developed, which assumes all Willows filings as improved. The flows listed below are the 100-yr developed flows. Design Point 5: Basins DA-W09A, DA-W09B and DA-W10 flows (4.0 cfs) will drain into the temporary sedimentation basin. There will eventually be a water quality pond in the meadow to treat the future extension of American Willows Drive that will also treat these basins. Design Point 8: This is where Cozen’s Ditch crosses under American Willow Drive. It conveys a decreed irrigation flow of 5cfs, along with developed flows from Basins DA-W01 and DA-W08 (5 cfs + 1.4 cfs). Design Point 7: Basins DA-W02 through DA-W07 flow (8.2 cfs) through the 18” RCP and into Cozen’s Ditch and ultimately Pond 2 (DP-9) for detention & treatment. Any minor flows that could bypass Pond 2 and travel down the Cozen’s Ditch will also be supplementally treated by the ditch flow itself and capture into the feature pond to the downhill west of this project, by Cozen’s Meadow Neighborhood. Design Point 4: Basins DA-W01 through DA-W08 (DP-7 & DP-8) flow (5 cfs + 9.5 cfs) to DP-9 down Cozen’s Ditch. Design Point 2: Basins DA-W11 through DA-W13 flow (3.7 cfs) cross the subdivision road (via 18” storm) and flow to DP-3 (via swale). Drainage basins DA-W14 and DA-W15 will leave the road through a sidewalk storm chase and enter an off-road swale and combine with flows from Design Point 2 that flows to Design Point 3. Design Point 3: Basins DA-W11 through DA-W15, HDA-03 and HDA-03B will flow (18.0 cfs) cross Mountain Willow Drive (via triple 18” storm) and enter a new double 24” pipe that crosses under the Cozen’s Ditch and into Pond 2. just upstream of the diversion structure at DP-9. Design Point 9 is Pond 2 that accepts the Cozen’s Ditch diversion structure. It receives flows from DP-4 and DP-3, as well as the 5cfs decreed ditch flow (27.8 cfs total flow). That structure will pass the 5 cfs decreed flow down the ditch. During rainfall events, that structure will split flow so that 6.8 cfs will travel down the ditch, and 8.3 cfs will flow into Pond 2 for detention and ultimate flow to the meadow above the wetlands ponds. Design Point 1A: The western portion of our project drains to the intersection of Narrowleaf Court and flows across cross pans and down that road. For only this location, our developed flow is 19.8 cfs. Design Point 1B: The end of Narrowleaf court flows into Pond 1, which will treat flows for detention and water quality. The pond is created by raising the existing trail be 2.5’ and trapping water uphill. 23.6 cfs. Alpenglow at Grand Park – Phase III Drainage Report Page 6 October 18, 2022 JN: 19008 6 POA-A: This drainage leaves the project at the northwest and combines with the bypassed No- Name drainage. That water will travel through the downstream pond system and effectively be treated by the slow pass through of the ponds, and travel down the grassy swale through the meadow. POA-B: This is the meadow downhill that collects flows from Pond 2 and the undetained basins downstream that cannot be captured. Also, please note that the ALL-FLOWS point of analysis in the study is not a real flow anywhere. I combine flows at the end as a basic math check. Storm sewer is sized for the 100-year design storm. To satisfy local requirements, the minimum size for all culverts shall be 18 inches. Swales are designed using UDFCD spreadsheets. UDFCD methods were used for sizing riprap (refer to Appendix C). Erosion control matting and riprap are proposed in locations that have discharges with erosive velocities. The 18” culvert at the NW corner of Building J receives drainage basin DA-W19. The 100-yr flow from that basin is 1.4 CFS. The culvert is only required, because the low point of the building swale is below the road at that elevation. The final construction plans and report provide the required sizing for culverts, storm sewer, drainage swales and riprap. The calculated flow rates leaving the site have been summarized in the table below. See the drainage map for flow rates at additional design points. The HEC-HMS analysis does not reflect the reduction in peak flows at Pond 1 and Pond 2 from controlled pond releases. The spreadsheet flows are Inflows to the ponds, not Outflows. For example, POA-B MEADOW indicates developed flows that are more than twice the historic flow rates since the HEC-HMS model does not include modeling the ponds. 2022-03-21 update: We added a temporary sedimentation basin to treat Basins DA-09a, DA-09B and DA-10 during construction. Those basins are accounted for in Pond 2 from an over-treatment perspective. Once American Willows Drive is extended through the meadow, those plans will include permanent treatment for that area. 2022-10-18 update: We revised the temporary sedimentation basin that treats Basins DA-09A, DA-09B and DA-10. We revised the grading to deflect all flows from the end of the road and the clubhouse meadows run-off into the basin. We clarified flow summaries and updated ditch calculations. Alpenglow at Grand Park – Phase III Drainage Report Page 7 October 18, 2022 JN: 19008 7 HEC-HMS FLOW RESULTS GP-WA Date: 10/17/2022 HISTORIC DEVELOPED Q100 Q10 Q100 Q10 DP-OS Flow from Culvert under OVR 12.1 1.1 12.1 1.1 DP-1A Entering Narrowleaf ct. 3.0 19.8 5.9 DP-1B POND 1 Leaving Narrowleaf Ct. and entering Pond 1 (DET+WQ) 3.6 23.6 6.5 DP-2 Willows Apartments on-site island culvert 0.4 3.7 1.1 DP-3 2-24" pipe under Cditch into Pond 2 from center portion of site 12.5 (+5) (+5) 18.0 (+5) 3.0 (+5) DP-4 Combines DP-7 and DP-8 into Cditch prior to Pond 2 1.5 9.5 2.9 DP-5 Temporary Sedimentation Pond DA-W09A, DA-W09B, DA- W10) 0.5 4.0 1.2 DP-6 Largest east side dev. Flows into cross pan by Ski House 0.4 6.8 2.6 DP-7 Culvert under AWD by Ski House 0.9 8.2 2.9 DP-8 Dev. Flows into Cozen's Ditch by clubhouse 0.7 1.4 DP-9 POND 2 Cditch (DP-4 ) and Mountain Willows Drive Culverts (DP-3) into Pond 2 13.5 1.1 27.8 5.9 POA-A North end rear lots (Filing 1) into west meadow (west ponds/meadow downstream of wetlands cells) 0.4 3.0 0.8 POA-B MEADOW Pond 4 + downstream basins entering meadow above wetlands cells 13.9 1.1 29.7 6.2 Alpenglow at Grand Park – Phase III Drainage Report Page 8 October 18, 2022 JN: 19008 8 VI. CONCLUSION This drainage report has been prepared in conformity with all major standards of Grand County and the town of Fraser. The proposed drainage design will minimize damage due to storm runoff and erosion. Also, water quality treatment will be provided to improve the quality of stormwater as it is released from the site. Detention has been provided so that the summation of discharges leaving the site underdeveloped conditions is equal or less than that of historic conditions. All calculations and design are intended to demonstrate the most effective drainage design for this project site. VII. REFERENCES 1. NOAA Atlas 2 – Precipitation-Frequency Atlas of the Western United States, Volume III – Colorado, U.S. Department of Commerce, National Oceanic and Atmospheric Administration. 2. Grand County Storm Drainage Design and Criteria Manual. 3. Town of Fraser Standards & Specifications 4. Urban Storm Drainage Criteria Manual, Volumes 1, 2, and 3, Urban Drainage and Flood Control District. 5. 2008 Flood Insurance Study for Grand County APPENDIX A Maps GP -WA E Basin Models 1 003111 C]-lyr ❑A� .... DP -2 HDA-03 ?.... +DP -3 E.. .°� DA -V/11 HDA-0.36 DP -OS DA -W15 m+.. ▪ DA-W14 E.. .°� DA -W13 m+- DA -W12 _... DP -6 $ .. ▪ DA -W02 ....4' DP -7 DP -8 m+...°� DA -W04 DA -W03 m+.. ▪ DA -W01 m+.. ▪ DA-W08 m+•• .°� DA -V/07 p+...°� DA -W06 DA -W05 ▪ DA -]1 '....4iDP-9 POND m+ - ▪ DA -W10 DA-w09A DA -W096 1--4i DP -5 m+ - ▪ DA -K m+- ▪ DA -L m+ �r DA -]2 �T+' POA-0 MEADOW ▪ DA -W17 $.. ▪ DA -W22 FR11.❑A-D Components Compute Results HEC-HMS4.8 [P:\2019\19008 GP WIIIowsMF\CALCk1LA11ONS [Spreadsheets & Design Reports}1DRAINAGEIGP_WA\GP_WA.hms] File Edit View Components GIS Parameters Compute Results Tools Help ® a ❑ .°_ l U 4. g,+ --None Selected -- A 0 basin Model Ha me DEY Description: Unit System: D.S. Customary Sediment: No Run: DEV-10YR —None Seleded- 111 11 ■ 11 • 1 APPENDIX B Tables and Figures Soil Map—Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 1 of 3 44 1 9 7 0 0 44 1 9 9 0 0 44 2 0 1 0 0 44 2 0 3 0 0 44 2 0 5 0 0 44 2 0 7 0 0 44 2 0 9 0 0 44 2 1 1 0 0 44 1 9 7 0 0 44 1 9 9 0 0 44 2 0 1 0 0 44 2 0 3 0 0 44 2 0 5 0 0 44 2 0 7 0 0 44 2 0 9 0 0 44 2 1 1 0 0 431400 431600 431800 432000 432200 432400 431200 431400 431600 431800 432000 432200 432400 39° 56' 17'' N 10 5 ° 4 8 ' 1 8 ' ' W 39° 56' 17'' N 10 5 ° 4 7 ' 2 7 ' ' W 39° 55' 25'' N 10 5 ° 4 8 ' 1 8 ' ' W 39° 55' 25'' N 10 5 ° 4 7 ' 2 7 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 350 700 1400 2100 Feet 0 100 200 400 600 Meters Map Scale: 1:7,760 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Grand County Area, Colorado Survey Area Data: Version 14, Jul 15, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 23, 2018—Aug 18, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 21 Cowdrey loam, 15 to 45 percent slopes 29.9 25.5% 25 Cumulic Cryaquolls, nearly level 47.1 40.1% 31 Frisco-Peeler gravelly sandy loams, 2 to 6 percent slopes 12.5 10.7% 32 Frisco-Peeler gravelly sandy loams, 6 to 25 percent slopes 12.3 10.5% 81 Tine gravelly sandy loam, 0 to 3 percent slopes 15.5 13.2% Totals for Area of Interest 117.3 100.0% Soil Map—Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 3 of 3 Grand County Area, Colorado 21—Cowdrey loam, 15 to 45 percent slopes Map Unit Setting National map unit symbol: jq1h Elevation: 8,000 to 9,500 feet Mean annual precipitation: 18 to 30 inches Mean annual air temperature: 32 to 40 degrees F Frost-free period: 30 to 50 days Farmland classification: Not prime farmland Map Unit Composition Cowdrey and similar soils:85 percent Minor components:15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cowdrey Setting Landform:Ridges, mountainsides Landform position (three-dimensional):Mountainflank Down-slope shape:Linear Across-slope shape:Linear Parent material:Glacial drift Typical profile H1 - 0 to 8 inches: loam H2 - 8 to 46 inches: clay, gravelly clay, cobbly clay H2 - 8 to 46 inches: clay, clay loam, channery clay H2 - 8 to 46 inches: H3 - 46 to 60 inches: H3 - 46 to 60 inches: H3 - 46 to 60 inches: Properties and qualities Slope:15 to 45 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat):Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Very high (about 22.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: C Map Unit Description: Cowdrey loam, 15 to 45 percent slopes---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 1 of 2 Hydric soil rating: No Minor Components Other soils Percent of map unit:15 percent Hydric soil rating: No Data Source Information Soil Survey Area: Grand County Area, Colorado Survey Area Data: Version 14, Jul 15, 2020 Map Unit Description: Cowdrey loam, 15 to 45 percent slopes---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 2 of 2 Grand County Area, Colorado 25—Cumulic Cryaquolls, nearly level Map Unit Setting National map unit symbol: jq1m Elevation: 7,500 to 8,500 feet Mean annual precipitation: 12 to 20 inches Mean annual air temperature: 37 to 43 degrees F Frost-free period: 30 to 80 days Farmland classification: Not prime farmland Map Unit Composition Cumulic cryaquolls and similar soils:90 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cumulic Cryaquolls Setting Landform:Flood plains Landform position (three-dimensional):Talf, rise, dip Down-slope shape:Linear Across-slope shape:Linear Parent material:Alluvium and/or alluvial outwash Typical profile H1 - 0 to 20 inches: variable H2 - 20 to 60 inches: extremely gravelly loamy sand, very cobbly loamy sand, very cobbly sandy loam H2 - 20 to 60 inches: H2 - 20 to 60 inches: Properties and qualities Slope:0 to 2 percent Depth to restrictive feature:More than 80 inches Drainage class:Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat):Moderately low to high (0.06 to 6.00 in/hr) Depth to water table:About 12 to 24 inches Frequency of flooding:OccasionalNone Frequency of ponding:None Available water capacity:High (about 9.2 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (nonirrigated): 6w Hydrologic Soil Group: A/D Hydric soil rating: Yes Map Unit Description: Cumulic Cryaquolls, nearly level---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 1 of 2 Minor Components Cryaquolls Percent of map unit:5 percent Landform:Flood plains Hydric soil rating: Yes Histic cryaquolls Percent of map unit:5 percent Landform:Flood plains Hydric soil rating: Yes Data Source Information Soil Survey Area: Grand County Area, Colorado Survey Area Data: Version 14, Jul 15, 2020 Map Unit Description: Cumulic Cryaquolls, nearly level---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 2 of 2 Grand County Area, Colorado 31—Frisco-Peeler gravelly sandy loams, 2 to 6 percent slopes Map Unit Setting National map unit symbol: jq1v Elevation: 8,000 to 10,500 feet Mean annual precipitation: 20 to 30 inches Mean annual air temperature: 32 to 40 degrees F Frost-free period: 30 to 60 days Farmland classification: Not prime farmland Map Unit Composition Frisco and similar soils:65 percent Peeler and similar soils:25 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Frisco Setting Landform:Fans, ridges, mountainsides Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Glacial drift Typical profile H1 - 0 to 14 inches: gravelly sandy loam H2 - 14 to 60 inches: very stony sandy clay loam, very cobbly sandy clay loam, very gravelly loam H2 - 14 to 60 inches: H2 - 14 to 60 inches: Properties and qualities Slope:2 to 6 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:High (about 10.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Map Unit Description: Frisco-Peeler gravelly sandy loams, 2 to 6 percent slopes---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 1 of 2 Hydric soil rating: No Description of Peeler Setting Landform:Fans Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Glacial drift Typical profile H1 - 0 to 5 inches: gravelly sandy loam H2 - 5 to 60 inches: gravelly sandy clay loam, gravelly clay loam, cobbly sandy clay loam H2 - 5 to 60 inches: H2 - 5 to 60 inches: Properties and qualities Slope:2 to 6 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Very high (about 25.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Hydric soil rating: No Minor Components Other soils Percent of map unit:5 percent Hydric soil rating: No Cumulic cryaquolls Percent of map unit:5 percent Landform:Depressions Hydric soil rating: Yes Data Source Information Soil Survey Area: Grand County Area, Colorado Survey Area Data: Version 14, Jul 15, 2020 Map Unit Description: Frisco-Peeler gravelly sandy loams, 2 to 6 percent slopes---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 2 of 2 Grand County Area, Colorado 32—Frisco-Peeler gravelly sandy loams, 6 to 25 percent slopes Map Unit Setting National map unit symbol: jq1w Elevation: 8,000 to 10,500 feet Mean annual precipitation: 20 to 30 inches Mean annual air temperature: 32 to 40 degrees F Frost-free period: 30 to 60 days Farmland classification: Not prime farmland Map Unit Composition Frisco and similar soils:65 percent Peeler and similar soils:25 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Frisco Setting Landform:Fans, ridges, mountainsides Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Glacial drift Typical profile H1 - 0 to 14 inches: gravelly sandy loam H2 - 14 to 60 inches: very stony sandy clay loam, very cobbly sandy clay loam, very gravelly loam H2 - 14 to 60 inches: H2 - 14 to 60 inches: Properties and qualities Slope:6 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:High (about 10.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Map Unit Description: Frisco-Peeler gravelly sandy loams, 6 to 25 percent slopes---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 1 of 2 Hydric soil rating: No Description of Peeler Setting Landform:Fans Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Glacial drift Typical profile H1 - 0 to 5 inches: gravelly sandy loam H2 - 5 to 60 inches: gravelly sandy clay loam, gravelly clay loam, cobbly sandy clay loam H2 - 5 to 60 inches: H2 - 5 to 60 inches: Properties and qualities Slope:6 to 25 percent Depth to restrictive feature:More than 80 inches Drainage class:Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Very high (about 25.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Hydric soil rating: No Minor Components Other soils Percent of map unit:10 percent Hydric soil rating: No Data Source Information Soil Survey Area: Grand County Area, Colorado Survey Area Data: Version 14, Jul 15, 2020 Map Unit Description: Frisco-Peeler gravelly sandy loams, 6 to 25 percent slopes---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 2 of 2 Grand County Area, Colorado 81—Tine gravelly sandy loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: jq3m Elevation: 7,500 to 8,500 feet Mean annual precipitation: 11 to 14 inches Mean annual air temperature: 37 to 42 degrees F Frost-free period: 35 to 75 days Farmland classification: Farmland of statewide importance Map Unit Composition Tine and similar soils:90 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tine Setting Landform:Terraces, fans Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Alluvium outwash Typical profile H1 - 0 to 14 inches: gravelly sandy loam H2 - 14 to 23 inches: very gravelly loamy sand, very cobbly loamy sand, very cobbly sandy loam H2 - 14 to 23 inches: very gravelly sand, very cobbly sand, extremely stony sand H2 - 14 to 23 inches: H3 - 23 to 60 inches: H3 - 23 to 60 inches: H3 - 23 to 60 inches: Properties and qualities Slope:0 to 3 percent Depth to restrictive feature:More than 80 inches Drainage class:Somewhat excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):High (2.00 to 6.00 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Moderate (about 7.3 inches) Interpretive groups Land capability classification (irrigated): None specified Map Unit Description: Tine gravelly sandy loam, 0 to 3 percent slopes---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 1 of 2 Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Ecological site: R048BY231CO - Dry Mountain Loam Hydric soil rating: No Minor Components Other soils Percent of map unit:10 percent Hydric soil rating: No Data Source Information Soil Survey Area: Grand County Area, Colorado Survey Area Data: Version 14, Jul 15, 2020 Map Unit Description: Tine gravelly sandy loam, 0 to 3 percent slopes---Grand County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/3/2021 Page 2 of 2 5/5/2021 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=39.9318&lon=-105.7984&data=depth&units=english&series=pds 1/4 NOAA Atlas 14, Volume 8, Version 2 Location name: Fraser, Colorado, USA* Latitude: 39.9318°, Longitude: -105.7984° Elevation: 8690.27 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF_tabular | PF_graphical | Maps_&_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5-min 0.168 (0.130‑0.219) 0.201 (0.155‑0.261) 0.261 (0.201‑0.340) 0.316 (0.242‑0.415) 0.400 (0.300‑0.559) 0.472 (0.345‑0.668) 0.550 (0.388‑0.802) 0.634 (0.430‑0.957) 0.755 (0.493‑1.18) 0.853 (0.540‑1.35) 10-min 0.246 (0.190‑0.320) 0.294 (0.227‑0.383) 0.382 (0.294‑0.498) 0.463 (0.354‑0.607) 0.586 (0.440‑0.819) 0.691 (0.505‑0.979) 0.805 (0.568‑1.18) 0.928 (0.630‑1.40) 1.11 (0.721‑1.73) 1.25 (0.791‑1.97) 15-min 0.300 (0.232‑0.390) 0.359 (0.277‑0.467) 0.466 (0.358‑0.608) 0.564 (0.432‑0.740) 0.715 (0.536‑0.998) 0.843 (0.615‑1.19) 0.981 (0.693‑1.43) 1.13 (0.768‑1.71) 1.35 (0.880‑2.10) 1.52 (0.964‑2.40) 30-min 0.383 (0.296‑0.497) 0.457 (0.353‑0.594) 0.592 (0.456‑0.773) 0.717 (0.549‑0.941) 0.908 (0.681‑1.27) 1.07 (0.781‑1.51) 1.24 (0.878‑1.82) 1.44 (0.973‑2.17) 1.71 (1.11‑2.66) 1.93 (1.22‑3.04) 60-min 0.473 (0.365‑0.614) 0.555 (0.428‑0.722) 0.707 (0.544‑0.922) 0.850 (0.650‑1.12) 1.07 (0.805‑1.50) 1.26 (0.923‑1.79) 1.47 (1.04‑2.15) 1.70 (1.15‑2.57) 2.03 (1.32‑3.17) 2.30 (1.45‑3.62) 2-hr 0.563 (0.440‑0.723) 0.653 (0.510‑0.839) 0.821 (0.640‑1.06) 0.982 (0.761‑1.27) 1.24 (0.941‑1.71) 1.45 (1.08‑2.04) 1.70 (1.21‑2.45) 1.96 (1.35‑2.94) 2.35 (1.55‑3.63) 2.66 (1.70‑4.16) 3-hr 0.636 (0.501‑0.811) 0.723 (0.569‑0.923) 0.894 (0.701‑1.15) 1.06 (0.828‑1.37) 1.33 (1.02‑1.84) 1.57 (1.17‑2.20) 1.84 (1.32‑2.65) 2.13 (1.48‑3.18) 2.57 (1.71‑3.96) 2.93 (1.89‑4.55) 6-hr 0.799 (0.637‑1.01) 0.883 (0.703‑1.11) 1.06 (0.843‑1.35) 1.25 (0.987‑1.59) 1.57 (1.23‑2.16) 1.86 (1.41‑2.59) 2.20 (1.61‑3.15) 2.58 (1.81‑3.82) 3.15 (2.12‑4.81) 3.62 (2.36‑5.57) 12-hr 1.01 (0.818‑1.26) 1.10 (0.889‑1.38) 1.31 (1.05‑1.64) 1.55 (1.23‑1.94) 1.95 (1.55‑2.68) 2.34 (1.80‑3.23) 2.78 (2.06‑3.96) 3.29 (2.34‑4.84) 4.06 (2.77‑6.17) 4.71 (3.10‑7.17) 24-hr 1.24 (1.01‑1.52) 1.36 (1.11‑1.68) 1.65 (1.34‑2.04) 1.96 (1.59‑2.44) 2.50 (2.02‑3.39) 3.01 (2.34‑4.11) 3.59 (2.70‑5.06) 4.26 (3.06‑6.21) 5.27 (3.63‑7.92) 6.12 (4.07‑9.21) 2-day 1.45 (1.20‑1.76) 1.64 (1.36‑2.00) 2.05 (1.69‑2.50) 2.47 (2.02‑3.03) 3.17 (2.58‑4.23) 3.82 (3.00‑5.14) 4.55 (3.44‑6.31) 5.37 (3.90‑7.71) 6.60 (4.59‑9.79) 7.63 (5.12‑11.4) 3-day 1.60 (1.33‑1.93) 1.82 (1.51‑2.19) 2.27 (1.88‑2.75) 2.73 (2.25‑3.33) 3.51 (2.87‑4.63) 4.21 (3.33‑5.62) 5.00 (3.81‑6.89) 5.90 (4.31‑8.41) 7.24 (5.07‑10.7) 8.35 (5.64‑12.4) 4-day 1.73 (1.45‑2.08) 1.96 (1.64‑2.35) 2.43 (2.02‑2.92) 2.91 (2.41‑3.53) 3.71 (3.05‑4.88) 4.44 (3.53‑5.90) 5.26 (4.03‑7.21) 6.20 (4.55‑8.79) 7.59 (5.34‑11.1) 8.75 (5.94‑12.9) 7-day 2.10 (1.78‑2.50) 2.33 (1.97‑2.77) 2.80 (2.36‑3.34) 3.29 (2.76‑3.95) 4.10 (3.40‑5.32) 4.85 (3.89‑6.36) 5.69 (4.39‑7.71) 6.64 (4.91‑9.32) 8.05 (5.72‑11.7) 9.24 (6.32‑13.5) 10-day 2.43 (2.07‑2.86) 2.66 (2.27‑3.14) 3.15 (2.67‑3.73) 3.64 (3.07‑4.34) 4.45 (3.70‑5.70) 5.18 (4.17‑6.73) 6.00 (4.66‑8.06) 6.93 (5.15‑9.64) 8.30 (5.92‑12.0) 9.44 (6.50‑13.7) 20-day 3.31 (2.86‑3.85) 3.64 (3.14‑4.24) 4.24 (3.64‑4.96) 4.79 (4.09‑5.64) 5.62 (4.68‑7.00) 6.33 (5.14‑8.03) 7.10 (5.55‑9.31) 7.93 (5.94‑10.8) 9.11 (6.55‑12.9) 10.1 (7.01‑14.5) 30-day 4.05 (3.52‑4.67) 4.48 (3.89‑5.18) 5.21 (4.51‑6.05) 5.85 (5.04‑6.84) 6.77 (5.65‑8.29) 7.51 (6.11‑9.39) 8.28 (6.50‑10.7) 9.09 (6.83‑12.2) 10.2 (7.36‑14.3) 11.1 (7.77‑15.8) 45-day 4.98 (4.37‑5.71) 5.56 (4.87‑6.38) 6.50 (5.67‑7.49) 7.28 (6.32‑8.44) 8.37 (7.01‑10.1) 9.22 (7.54‑11.4) 10.1 (7.94‑12.9) 10.9 (8.25‑14.5) 12.1 (8.76‑16.7) 13.0 (9.14‑18.4) 60-day 5.79 (5.11‑6.60) 6.49 (5.72‑7.41) 7.63 (6.69‑8.73) 8.56 (7.47‑9.87) 9.84 (8.27‑11.8) 10.8 (8.88‑13.3) 11.8 (9.33‑15.0) 12.8 (9.67‑16.9) 14.0 (10.2‑19.3) 15.0 (10.6‑21.2) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical 5/5/2021 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=39.9318&lon=-105.7984&data=depth&units=english&series=pds 2/4 Back to Top Maps & aerials Small scale terrain 5/5/2021 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=39.9318&lon=-105.7984&data=depth&units=english&series=pds 3/4 Large scale terrain Large scale map Large scale aerial + – 3km 2mi + – 100km 60mi + – 100km 60mi 5/5/2021 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=39.9318&lon=-105.7984&data=depth&units=english&series=pds 4/4 Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC.Questions@noaa.gov Disclaimer + – 100km 60mi APPENDIX C – Calculations CN Calculations TOC Calculations HEC-HMS results Orifice Sizing Calculations Culvert Sizing Calculations Swale Sizing Calculations Riprap Sizing Calculations CN 3/22/2022 Run-off Coefficients 30 58 71 78 Basin AREA [SF]Area Area OPEN SPACE IMPERVIOUS TOTAL IMPERV Type A Soils Type B Soils Type C Soils Type D Soils CN Composite CN [SF] [AC] [SQ.MI] [SF][SF](%) (%) (%) DEVELOPED DA-B 26293 0.60 0.000943 7157 19136 73%50%0%0%50%54 86.0 DA-C 4659 0.11 0.000167 1062 3597 77.2%50%0%0%50%54 88.0 DA-D 59177 1.36 0.002123 22321 36856 62.3%50%0%0%50%54 81.4 DA-E1 33555 0.77 0.001204 12692 20863 62.2%50%0%0%50%54 81.4 DA-E2 36631 0.84 0.001314 15632 20999 57.3%50%0%0%50%54 79.2 DA-F1 52341 1.20 0.001877 21642 30700 58.7%50%0%0%50%54 79.8 DA-F2 11064 0.25 0.000397 4965 6099 55.1%50%0%0%50%54 78.3 DA-G 36662 0.84 0.001315 18110 18552 50.6%50%0%0%50%54 76.3 DA-H 18159 0.42 0.000651 7937 10222 56.3%50%0%0%50%54 78.8 DA-J1 36353 0.83 0.001304 32407 3946 10.9%50%0%0%50%54 58.8 DA-J2 42578 0.98 0.001527 38043 4535 10.7%50%0%0%50%54 58.7 DA-K 52431 1.20 0.001881 47923 4508 8.6%50%0%0%50%54 57.8 DA-L 85938 1.97 0.003083 74520 11418 13.3%50%0%0%50%54 59.8 DA-M 115368 2.65 0.004138 100827 14542 12.6%50%0%0%50%54 59.5 DA-W01 116373 2.67 0.004174 97557 18816 16.2%50%0%0%50%54 61.1 DA-W02 40642 0.93 0.001458 25601 15041 37.0%50%0%0%50%54 70.3 DA-W03 41177 0.95 0.001477 9577 31600 76.7%50%0%0%50%54 87.8 DA-W04 53908 1.24 0.001934 15969 37938 70.4%50%0%0%50%54 85.0 DA-W05 15297 0.35 0.000549 1790 13507 88.3%50%0%0%50%54 92.9 DA-W06 17154 0.39 0.000615 7984 9170 53.5%50%0%0%50%54 77.5 DA-W07 20199 0.46 0.000725 5563 14636 72.5%50%0%0%50%54 85.9 DA-W08 16149 0.37 0.000579 10503 5646 35.0%50%0%0%50%54 69.4 DA-W09A 27490 0.63 0.000986 27490 0 0.0%50%0%0%50%54 54.0 DA-W09B 21075 0.48 0.000756 10382 10692 50.7%50%0%0%50%54 76.3 DA-W10 38817 0.89 0.001392 13895 24922 64.2%50%0%0%50%54 82.2 DA-W11 18109 0.42 0.000650 10106 8002 44.2%50%0%0%50%54 73.4 DA-W12 20202 0.46 0.000725 9332 10871 53.8%50%0%0%50%54 77.7 DA-W13 44575 1.02 0.001599 15480 29095 65.3%50%0%0%50%54 82.7 DA-W14 84411 1.94 0.003028 52173 32238 38.2%50%0%0%50%54 70.8 DA-W15 64959 1.49 0.002330 20703 44255 68.1%50%0%0%50%54 84.0 DA-W17 65420 1.50 0.002347 26910 38510 58.9%50%0%0%50%54 79.9 DA-W18 36113 0.83 0.001295 14083 22030 61.0%50%0%0%50%54 80.8 DA-W19 44334 1.02 0.001590 24595 19738 44.5%50%0%0%50%54 73.6 DA-W20 36624 0.84 0.001314 11671 24953 68.1%50%0%0%50%54 84.0 DA-W21 41184 0.95 0.001477 16145 25039 60.8%50%0%0%50%54 80.8 DA-W22 63809 1.46 0.002289 44306 19503 30.6%50%0%0%50%54 67.4 HDA-03 1353064 31.1 0.048535 1353064 0 0.0%0%40%60%0%66 65.8 HDA-03B 406018 9.32 0.014564 406018 25095 6.2%0%50%50%0%65 66.6 0 TOTAL 3298312 75.7 0.118311 2636134 687272 20.84%69.2 CN 3/22/2022 Run-off Coefficients 30 58 71 78 Basin AREA [SF]Area Area OPEN SPACE IMPERVIOUS TOTAL IMPERV Type A Soils Type B Soils Type C Soils Type D Soils CN Composite CN [SF] [AC] [SQ.MI] [SF][SF](%) (%) (%) HISTORIC 30 58 71 78 DA-B 26293 0.60 0.000943 26293 0 0%50%0%0%50%54 54.0 DA-C 4659 0.11 0.000167 4659 0 0.0%50%0%0%50%54 54.0 DA-D 59177 1.36 0.002123 59177 0 0.0%50%0%0%50%54 54.0 DA-E1 33555 0.77 0.001204 33555 0 0.0%50%0%0%50%54 54.0 DA-E2 36631 0.84 0.001314 36631 0 0.0%50%0%0%50%54 54.0 DA-F1 52341 1.20 0.001877 52341 0 0.0%50%0%0%50%54 54.0 DA-F2 11064 0.25 0.000397 11064 0 0.0%50%0%0%50%54 54.0 DA-G 36662 0.84 0.001315 36662 0 0.0%50%0%0%50%54 54.0 DA-H 18159 0.42 0.000651 18159 0 0.0%50%0%0%50%54 54.0 DA-J1 36353 0.83 0.001304 36353 0 0.0%50%0%0%50%54 54.0 DA-J2 42578 0.98 0.001527 42578 0 0.0%50%0%0%50%54 54.0 DA-K 52431 1.20 0.001881 52431 0 0.0%50%0%0%50%54 54.0 DA-L 85938 1.97 0.003083 85938 0 0.0%50%0%0%50%54 54.0 DA-M 115368 2.65 0.004138 115368 0 0.0%50%0%0%50%54 54.0 DA-W01 116373 2.67 0.004174 109170 7203 6.2%50%0%0%50%54 56.7 DA-W02 40642 0.93 0.001458 33762 6880 16.9%50%0%0%50%54 61.4 DA-W03 41177 0.95 0.001477 41177 0 0.0%50%0%0%50%54 54.0 DA-W04 53908 1.24 0.001934 53908 0 0.0%50%0%0%50%54 54.0 DA-W05 15297 0.35 0.000549 15297 0 0.0%50%0%0%50%54 54.0 DA-W06 17154 0.39 0.000615 17154 0 0.0%50%0%0%50%54 54.0 DA-W07 20199 0.46 0.000725 20199 0 0.0%50%0%0%50%54 54.0 DA-W08 16149 0.37 0.000579 16149 0 0.0%50%0%0%50%54 54.0 DA-W09A 27490 0.63 0.000986 27490 0 0.0%50%0%0%50%54 54.0 DA-W09B 21075 0.48 0.000756 21075 0 0.0%50%0%0%50%54 54.0 DA-W10 38817 0.89 0.001392 38817 0.0%50%0%0%50%54 54.0 DA-W11 18109 0.42 0.000650 18109 0 0.0%50%0%0%50%54 54.0 DA-W12 20202 0.46 0.000725 20202 0 0.0%50%0%0%50%54 54.0 DA-W13 44575 1.02 0.001599 44575 0 0.0%50%0%0%50%54 54.0 DA-W14 84411 1.94 0.003028 84411 0 0.0%50%0%0%50%54 54.0 DA-W15 64959 1.49 0.002330 58429 6530 10.1%50%0%0%50%54 58.4 DA-W17 65420 1.50 0.002347 62745 2675 4.1%50%0%0%50%54 55.8 DA-W18 36113 0.83 0.001295 36113 0.0%50%0%0%50%54 54.0 DA-W19 44334 1.02 0.001590 36785 7549 17.0%50%0%0%50%54 61.5 DA-W20 36624 0.84 0.001314 36624 0.0%50%0%0%50%54 54.0 DA-W21 41184 0.95 0.001477 37143 4041 9.8%50%0%0%50%54 58.3 DA-W22 63809 1.46 0.002289 54564 9245 14.5%50%0%0%50%54 60.4 HDA-03 1353064 31.1 0.048535 1353064 0 0.0%0%40%60%0%66 65.8 HDA-03B 406018 9.32 0.014564 380923 25095 6.2%0%50%50%0%65 66.6 TOTAL 3298312 75.7 0.118311 3229094 69218 2.10%61.0 DEFAULT VALUES ---> (MEADOW GRASS - SCS Tc 3/22/2022 GRAND PARK - WILLOWS SCS TIME OF CONCENTRATION FROM TR 55 MIN Tc per TR-55 0.1 OVERLAND FLOW SHALLOW CONCENTRATED SHALLOW CONCENTRATED CONCENTRATED TRAVEL TIME THRU DOWN DRAINAGE AREA P 2 YR.=1.26 IN GRASS SURFACE PAVED SURFACE S.S. OR CHANNEL STREAM BASIN TOTAL Tc T lag T lag area (sq.mi) CN N L (ft) S (ft/ft)Tt(hr)L (ft) S (ft/ft) V (FPS)Tt(hr)L (ft) S (ft/ft) V (FPS)Tt(hr)L (ft)V (FPS)Tt(hr)L (ft)V (FPS)Tt(hr)DESTINATION (hr) (.6 * Tc)[MIN] DEVELOPED DA-B 0.000943 86.0 0.15 30 2.0%0.099 920 1.5% 2.0 0.129 900 2.0 0.125 0.35 0.21 12.7 DA-C 0.000167 88.0 0.011 30 2.0%0.012 258 1.5% 2.0 0.036 900 2.0 0.125 0.17 0.10 6.2 DA-D 0.002123 81.4 0.011 30 15.0%0.005 500 1.5% 2.0 0.070 874 2.0 0.121 0.20 0.12 7.1 DA-E1 0.001204 81.4 0.011 30 15.0%0.005 500 1.0% 1.6 0.086 922 1.6 0.160 0.25 0.15 9.1 DA-E2 0.001314 79.2 0.011 30 15.0%0.005 450 1.0% 1.6 0.077 500 1.6 0.087 0.17 0.10 6.1 DA-F1 0.001877 79.8 0.011 30 15.0%0.005 770 1.0% 1.6 0.133 920 1.6 0.160 0.30 0.18 10.7 DA-F2 0.000397 78.3 0.011 30 15.0%0.005 450 1.0% 1.6 0.077 500 1.6 0.087 0.17 0.10 6.1 DA-G 0.001315 76.3 0.24 30 15.0%0.065 520 2.0% 2.3 0.063 0.13 0.08 4.6 DA-H 0.000651 78.8 0.011 30 15.0%0.005 520 2.0% 2.3 0.063 0.10 0.06 3.6 DA-J1 0.001304 58.8 0.15 80 15.0%0.097 550 5.0% 3.6 0.042 300 1.2 0.069 0.21 0.13 7.5 DA-J2 0.001527 58.7 0.15 80 15.0%0.097 550 5.0% 3.6 0.042 700 1.2 0.162 0.30 0.18 10.9 DA-K 0.001881 57.8 0.15 40 15.0%0.056 100 8.0% 4.6 0.006 0.10 0.06 3.6 DA-L 0.003083 59.8 0.15 50 15.0%0.067 0.10 0.06 3.6 DA-M 0.004138 59.5 0.15 35 15.0%0.050 100 5.0% 3.6 0.008 0.10 0.06 3.6 DA-W01 0.004174 61.1 0.15 80 20.0%0.087 600 5.0% 3.6 0.046 1670 1.2 0.387 0.52 0.31 18.7 DA-W02 0.001458 70.3 0.15 30 20.0%0.040 540 1.0% 1.6 0.093 1460 1.2 0.338 0.47 0.28 16.9 DA-W03 0.001477 87.8 0.011 20 3.0%0.008 450 1.5% 2.0 0.063 1540 1.2 0.356 0.43 0.26 15.4 DA-W04 0.001934 85.0 0.011 20 3.0%0.008 420 1.5% 2.0 0.059 1540 1.2 0.356 0.42 0.25 15.2 DA-W05 0.000549 92.9 0.15 30 5.0%0.069 200 1.5% 2.0 0.028 1360 1.2 0.315 0.41 0.25 14.8 DA-W06 0.000615 77.5 0.15 30 3.0%0.084 64 1.5% 2.0 0.009 1270 1.2 0.294 0.39 0.23 13.9 DA-W07 0.000725 85.9 0.15 30 6.0%0.064 330 1.5% 2.0 0.046 1360 1.2 0.315 0.43 0.26 15.3 DA-W08 0.000579 69.4 0.011 25 11.0%0.005 360 0.5% 1.1 0.088 1360 1.2 0.315 0.41 0.24 14.7 DA-W09A 0.000986 54.0 0.011 25 10.0%0.006 400 4.0% 3.2 0.034 0.10 0.06 3.6 DA-W09B 0.000756 76.3 0.011 25 10.0%0.006 400 4.0% 3.2 0.034 0.10 0.06 3.6 DA-W10 0.001392 82.2 0.011 35 1.0%0.018 740 2.5% 2.6 0.081 0.10 0.06 3.6 DA-W11 0.000650 73.4 0.15 40 12.0%0.061 330 2.0% 2.3 0.040 1400 1.8 0.216 0.32 0.19 11.4 DA-W12 0.000725 77.7 0.15 40 12.0%0.061 330 2.0% 2.3 0.040 1400 1.8 0.216 0.32 0.19 11.4 DA-W13 0.001599 82.7 0.15 40 12.0%0.061 160 2.5% 2.6 0.017 1240 1.5 0.230 0.31 0.18 11.1 DA-W14 0.003028 70.8 0.15 40 6.0%0.081 550 2.5% 2.6 0.060 1000 1.4 0.198 0.34 0.20 12.2 DA-W15 0.002330 84.0 0.15 40 10.0%0.066 470 2.0% 2.3 0.057 1240 1.5 0.230 0.35 0.21 12.7 DA-W17 0.002347 79.9 0.15 80 6.0%0.140 540 3.0% 2.8 0.054 1100 1.7 0.180 0.37 0.22 13.5 DA-W18 0.001295 80.8 0.011 30 2.0%0.012 290 1.5% 2.0 0.041 994 1.5 0.184 0.24 0.14 8.5 DA-W19 0.001590 73.6 0.15 30 10.0%0.052 370 1.5% 2.0 0.052 1290 1.6 0.224 0.33 0.20 11.8 DA-W20 0.001314 84.0 0.011 30 6.0%0.008 420 1.6% 2.0 0.057 1070 1.6 0.186 0.25 0.15 9.0 DA-W21 0.001477 80.8 0.15 30 15.0%0.044 440 2.5% 2.6 0.048 1290 1.5 0.239 0.33 0.20 11.9 DA-W22 0.002289 67.4 0.15 80 6.0%0.140 420 2.0% 2.3 0.051 1330 1.5 0.246 0.44 0.26 15.8 HDA-03 0.048535 65.8 0.4 200 3.5%0.794 2600 6.0% 4.0 0.183 2100 2.0 0.292 1.27 0.76 45.7 HDA-03B 0.014564 66.6 0.4 50 10.0%0.172 710 3.8% 3.1 0.063 1400 2.0 0.194 0.43 0.26 15.5 SCS Tc 3/22/2022 GRAND PARK - WILLOWS SCS TIME OF CONCENTRATION FROM TR 55 MIN Tc per TR-55 0.1 OVERLAND FLOW SHALLOW CONCENTRATED SHALLOW CONCENTRATED CONCENTRATED TRAVEL TIME THRU DOWN DRAINAGE AREA P 2 YR.=1.26 IN GRASS SURFACE PAVED SURFACE S.S. OR CHANNEL STREAM BASIN TOTAL Tc T lag T lag area (sq.mi) CN N L (ft) S (ft/ft)Tt(hr)L (ft) S (ft/ft) V (FPS)Tt(hr)L (ft) S (ft/ft) V (FPS)Tt(hr)L (ft)V (FPS)Tt(hr)L (ft)V (FPS)Tt(hr)DESTINATION (hr) (.6 * Tc)[MIN] HISTORIC DA-B 0.000943 54.0 0.15 50 12.0%0.073 920 1.5% 2.0 0.129 900 2.0 0.125 0.33 0.20 11.8 DA-C 0.000167 54.0 0.15 50 12.0%0.073 258 1.5% 2.0 0.036 900 2.0 0.125 0.23 0.14 8.4 DA-D 0.002123 54.0 0.15 50 12.0%0.073 500 1.5% 2.0 0.070 874 2.0 0.121 0.26 0.16 9.5 DA-E1 0.001204 54.0 0.011 50 12.0%0.009 500 1.0% 1.6 0.086 922 1.6 0.160 0.26 0.15 9.2 DA-E2 0.001314 54.0 0.011 50 12.0%0.009 450 1.0% 1.6 0.077 500 1.6 0.087 0.17 0.10 6.2 DA-F1 0.001877 54.0 0.011 50 12.0%0.009 770 1.0% 1.6 0.133 920 1.6 0.160 0.30 0.18 10.8 DA-F2 0.000397 54.0 0.011 50 12.0%0.009 450 1.0% 1.6 0.077 500 1.6 0.087 0.17 0.10 6.2 DA-G 0.001315 54.0 0.15 50 12.0%0.073 520 2.0% 2.3 0.063 0.14 0.08 4.9 DA-H 0.000651 54.0 0.15 50 12.0%0.073 520 2.0% 2.3 0.063 0.14 0.08 4.9 DA-J1 0.001304 54.0 0.15 50 12.0%0.073 550 5.0% 3.6 0.042 300 1.2 0.069 0.18 0.11 6.7 DA-J2 0.001527 54.0 0.15 50 12.0%0.073 550 5.0% 3.6 0.042 700 1.2 0.162 0.28 0.17 10.0 DA-K 0.001881 54.0 0.15 50 12.0%0.073 100 8.0% 4.6 0.006 0.10 0.06 3.6 DA-L 0.003083 54.0 0.15 50 12.0%0.073 0.10 0.06 3.6 DA-M 0.004138 54.0 0.15 50 12.0%0.073 100 5.0% 3.6 0.008 0.10 0.06 3.6 DA-W01 0.004174 56.7 0.15 50 20.0%0.060 600 5.0% 3.6 0.046 1670 1.2 0.387 0.49 0.30 17.7 DA-W02 0.001458 61.4 0.15 50 20.0%0.060 540 1.0% 1.6 0.093 1460 1.2 0.338 0.49 0.29 17.7 DA-W03 0.001477 54.0 0.15 50 3.0%0.127 450 1.5% 2.0 0.063 1540 1.2 0.356 0.55 0.33 19.7 DA-W04 0.001934 54.0 0.15 50 3.0%0.127 420 1.5% 2.0 0.059 1540 1.2 0.356 0.54 0.33 19.5 DA-W05 0.000549 54.0 0.15 50 5.0%0.104 200 1.5% 2.0 0.028 1360 1.2 0.315 0.45 0.27 16.1 DA-W06 0.000615 54.0 0.15 50 3.0%0.127 64 1.5% 2.0 0.009 1270 1.2 0.294 0.43 0.26 15.5 DA-W07 0.000725 54.0 0.15 50 6.0%0.096 330 1.5% 2.0 0.046 1360 1.2 0.315 0.46 0.27 16.5 DA-W08 0.000579 54.0 0.15 50 8.0%0.086 360 0.5% 1.1 0.088 1360 1.2 0.315 0.49 0.29 17.6 DA-W09A 0.000986 54.0 0.15 50 8.0%0.086 400 4.0% 3.2 0.034 0.12 0.07 4.3 DA-W09B 0.000756 54.0 0.15 50 8.0%0.086 400 4.0% 3.2 0.034 0.12 0.07 4.3 DA-W10 0.001392 54.0 0.15 50 1.0%0.197 740 2.5% 2.6 0.081 0.28 0.17 10.0 DA-W11 0.000650 54.0 0.15 50 12.0%0.073 330 2.0% 2.3 0.040 1400 1.8 0.216 0.33 0.20 11.9 DA-W12 0.000725 54.0 0.15 50 12.0%0.073 330 2.0% 2.3 0.040 1400 1.8 0.216 0.33 0.20 11.9 DA-W13 0.001599 54.0 0.15 50 12.0%0.073 160 2.5% 2.6 0.017 1240 1.5 0.230 0.32 0.19 11.5 DA-W14 0.003028 54.0 0.15 50 6.0%0.096 550 2.5% 2.6 0.060 1000 1.4 0.198 0.35 0.21 12.8 DA-W15 0.002330 58.4 0.15 50 10.0%0.079 470 2.0% 2.3 0.057 1240 1.5 0.230 0.37 0.22 13.2 DA-W17 0.002347 55.8 0.15 50 6.0%0.096 540 3.0% 2.8 0.054 1100 1.7 0.180 0.33 0.20 11.9 DA-W18 0.001295 54.0 0.15 50 2.0%0.149 290 1.5% 2.0 0.041 994 1.5 0.184 0.37 0.22 13.5 DA-W19 0.001590 61.5 0.15 50 10.0%0.079 370 1.5% 2.0 0.052 1290 1.6 0.224 0.35 0.21 12.8 DA-W20 0.001314 54.0 0.15 50 6.0%0.096 420 1.6% 2.0 0.057 1070 1.6 0.186 0.34 0.20 12.2 DA-W21 0.001477 58.3 0.15 50 15.0%0.067 440 2.5% 2.6 0.048 1290 1.5 0.239 0.35 0.21 12.7 DA-W22 0.002289 60.4 0.15 50 6.0%0.096 420 2.0% 2.3 0.051 1330 1.5 0.246 0.39 0.24 14.2 HDA-03 0.048535 65.8 0.4 200 3.5%0.794 2600 6.0% 4.0 0.183 2100 2.0 0.292 1.27 0.76 45.7 HDA-03B 0.014564 66.6 0.4 50 10.0%0.172 710 3.8% 3.1 0.063 1400 2.0 0.194 0.43 0.26 15.5 NOTES: HEC-HMS INPUT 3/22/2022 Basin Model "DEV"Basin Model "HIST" Subbasin Area SCS CN SCS Lag Subbasin Area SCS CN SCS Lag DA-B 0.000943 86.0 12.7 DA-B 0.000943 54.0 11.8 DA-C 0.000167 88.0 6.2 DA-C 0.000167 54.0 8.4 DA-D 0.002123 81.4 7.1 DA-D 0.002123 54.0 9.5 DA-E1 0.001204 81.4 9.1 DA-E1 0.001204 54.0 9.2 DA-E2 0.001314 79.2 6.1 DA-E2 0.001314 54.0 6.2 DA-F1 0.001877 79.8 10.7 DA-F1 0.001877 54.0 10.8 DA-F2 0.000397 78.3 6.1 DA-F2 0.000397 54.0 6.2 DA-G 0.001315 76.3 4.6 DA-G 0.001315 54.0 4.9 DA-H 0.000651 78.8 3.6 DA-H 0.000651 54.0 4.9 DA-J1 0.001304 58.8 7.5 DA-J1 0.001304 54.0 6.7 DA-J2 0.001527 58.7 10.9 DA-J2 0.001527 54.0 10.0 DA-K 0.001881 57.8 3.6 DA-K 0.001881 54.0 3.6 DA-L 0.003083 59.8 3.6 DA-L 0.003083 54.0 3.6 DA-M 0.004138 59.5 3.6 DA-M 0.004138 54.0 3.6 DA-W01 0.004174 61.1 18.7 DA-W01 0.004174 56.7 17.7 DA-W02 0.001458 70.3 16.9 DA-W02 0.001458 61.4 17.7 DA-W03 0.001477 87.8 15.4 DA-W03 0.001477 54.0 19.7 DA-W04 0.001934 85.0 15.2 DA-W04 0.001934 54.0 19.5 DA-W05 0.000549 92.9 14.8 DA-W05 0.000549 54.0 16.1 DA-W06 0.000615 77.5 13.9 DA-W06 0.000615 54.0 15.5 DA-W07 0.000725 85.9 15.3 DA-W07 0.000725 54.0 16.5 DA-W08 0.000579 69.4 14.7 DA-W08 0.000579 54.0 17.6 DA-W09A 0.000986 54.0 3.6 DA-W09A 0.000986 54.0 4.3 DA-W09B 0.000756 76.3 3.6 DA-W09B 0.000756 54.0 4.3 DA-W10 0.001392 82.2 3.6 DA-W10 0.001392 54.0 10.0 DA-W11 0.000650 73.4 11.4 DA-W11 0.000650 54.0 11.9 DA-W12 0.000725 77.7 11.4 DA-W12 0.000725 54.0 11.9 DA-W13 0.001599 82.7 11.1 DA-W13 0.001599 54.0 11.5 DA-W14 0.003028 70.8 12.2 DA-W14 0.003028 54.0 12.8 DA-W15 0.002330 84.0 12.7 DA-W15 0.002330 58.4 13.2 DA-W17 0.002347 79.9 13.5 DA-W17 0.002347 55.8 11.9 DA-W18 0.001295 80.8 8.5 DA-W18 0.001295 54.0 13.5 DA-W19 0.001590 73.6 11.8 DA-W19 0.001590 61.5 12.8 DA-W20 0.001314 84.0 9.0 DA-W20 0.001314 54.0 12.2 DA-W21 0.001477 80.8 11.9 DA-W21 0.001477 58.3 12.7 DA-W22 0.002289 67.4 15.8 DA-W22 0.002289 60.4 14.2 HDA-03 0.048535 65.8 45.7 HDA-03 0.048535 65.8 45.7 HDA-03B 0.014564 66.6 15.5 HDA-03B 0.014564 66.6 15.5 0.118311 0.118311 HEC-HMS INPUT HEC-HMS Flow Results 10/17/2022 HEC-HMS FLOW RESULTS Date: BASIN:HISTORIC BASIN:DEVELOPED Q100 Q10 Q100 Q10 ALLFLOWS 0.118312 16.9 20Jan1973, 12:121.1 12:12 ALLFLOWS 0.118312 54.1 20Jan1973, 12:031312:03 DA-B 0.000943 0.1 20Jan1973, 12:0912:09 DA-B 0.000943 1.5 20Jan1973, 12:060.5 12:06 DA-C 0.000167 20Jan1973, 12:0612:06 DA-C 0.000167 0.4 20Jan1973, 11:590.1 11:59 DA-D 0.002123 0.3 20Jan1973, 12:0712:07 DA-D 0.002123 3.4 20Jan1973, 12:011.1 12:01 DA-E1 0.001204 0.2 20Jan1973, 12:0712:07 DA-E1 0.001204 1.8 20Jan1973, 12:030.6 12:03 DA-E2 0.001314 0.2 20Jan1973, 12:0312:03 DA-E2 0.001314 2.0 20Jan1973, 12:000.6 12:00 DA-F1 0.001877 0.2 20Jan1973, 12:0812:08 DA-F1 0.001877 2.4 20Jan1973, 12:040.7 12:04 DA-F2 0.000397 0.1 20Jan1973, 12:0312:03 DA-F2 0.000397 0.6 20Jan1973, 12:000.2 12:00 DA-G 0.001315 0.3 20Jan1973, 12:0212:02 DA-G 0.001315 1.9 20Jan1973, 11:590.5 11:59 DA-H 0.000651 0.1 20Jan1973, 12:0212:02 DA-H 0.000651 1.1 20Jan1973, 11:570.3 11:57 DA-J1 0.001304 0.2 20Jan1973, 12:0412:04 DA-J1 0.001304 0.4 20Jan1973, 12:0412:04 DA-J2 0.001527 0.2 20Jan1973, 12:0712:07 DA-J2 0.001527 0.4 20Jan1973, 12:0712:07 DA-K 0.001881 0.4 20Jan1973, 12:0112:01 DA-K 0.001881 0.7 20Jan1973, 12:0012:00 DA-L 0.003083 0.7 20Jan1973, 12:0112:01 DA-L 0.003083 1.5 20Jan1973, 11:5911:59 DA-M 0.004138 0.9 20Jan1973, 12:0112:01 DA-M 0.004138 1.9 20Jan1973, 11:5911:59 DA-W01 0.004174 0.6 20Jan1973, 12:1512:15 DA-W01 0.004174 1.1 20Jan1973, 12:1512:15 DA-W02 0.001458 0.4 20Jan1973, 12:1412:14 DA-W02 0.001458 0.9 20Jan1973, 12:110.1 12:11 DA-W03 0.001477 0.1 20Jan1973, 12:2012:20 DA-W03 0.001477 2.2 20Jan1973, 12:080.9 12:08 DA-W04 0.001934 0.2 20Jan1973, 12:2012:20 DA-W04 0.001934 2.6 20Jan1973, 12:080.9 12:08 DA-W05 0.000549 0.1 20Jan1973, 12:1512:15 DA-W05 0.000549 1.0 20Jan1973, 12:070.5 12:07 DA-W06 0.000615 0.1 20Jan1973, 12:1412:14 DA-W06 0.000615 0.6 20Jan1973, 12:070.2 12:07 DA-W07 0.000725 0.1 20Jan1973, 12:1512:15 DA-W07 0.000725 1.0 20Jan1973, 12:080.4 12:08 DA-W08 0.000579 0.1 20Jan1973, 12:1712:17 DA-W08 0.000579 0.4 20Jan1973, 12:0912:09 DA-W09A 0.000986 0.2 20Jan1973, 12:0112:01 DA-W09A 0.000986 0.2 20Jan1973, 12:0112:01 DA-W09B 0.000756 0.2 20Jan1973, 12:0112:01 DA-W09B 0.000756 1.1 20Jan1973, 11:570.3 11:57 DA-W10 0.001392 0.2 20Jan1973, 12:0712:07 DA-W10 0.001392 2.7 20Jan1973, 11:570.9 11:57 DA-W11 0.000650 0.1 20Jan1973, 12:0912:09 DA-W11 0.000650 0.6 20Jan1973, 12:050.1 12:05 DA-W12 0.000725 0.1 20Jan1973, 12:0912:09 DA-W12 0.000725 0.8 20Jan1973, 12:050.2 12:05 DA-W13 0.001599 0.2 20Jan1973, 12:0912:09 DA-W13 0.001599 2.3 20Jan1973, 12:040.8 12:04 DA-W14 0.003028 0.3 20Jan1973, 12:1112:11 DA-W14 0.003028 2.3 20Jan1973, 12:060.3 12:06 DA-W15 0.002330 0.5 20Jan1973, 12:0912:09 DA-W15 0.002330 3.3 20Jan1973, 12:061.2 12:06 DA-W17 0.002347 0.4 20Jan1973, 12:0912:09 DA-W17 0.002347 2.7 20Jan1973, 12:070.8 12:07 DA-W18 0.001295 0.1 20Jan1973, 12:1112:11 DA-W18 0.001295 1.9 20Jan1973, 12:020.6 12:02 DA-W19 0.001590 0.5 20Jan1973, 12:0812:08 DA-W19 0.001590 1.4 20Jan1973, 12:060.3 12:06 DA-W20 0.001314 0.2 20Jan1973, 12:1012:10 DA-W20 0.001314 2.2 20Jan1973, 12:020.8 12:02 DA-W21 0.001477 0.3 20Jan1973, 12:0912:09 DA-W21 0.001477 1.9 20Jan1973, 12:050.6 12:05 DA-W22 0.002289 0.7 20Jan1973, 12:1012:10 DA-W22 0.002289 1.2 20Jan1973, 12:100.1 12:10 DP-OS 0.063099 12.1 20Jan1973, 12:401.1 12:40 DP-OS 0.063099 12.1 20Jan1973, 12:401.1 12:40 DP-1A 0.016626 3.0 20Jan1973, 12:0912:09 DP-1A 0.016626 19.8 20Jan1973, 12:045.9 12:04 DP-1B POND 1 0.022475 3.6 20Jan1973, 12:0612:06 DP-1B POND 1 0.022475 23.6 20Jan1973, 12:026.5 12:02 DP-2 0.002974 0.4 20Jan1973, 12:0912:09 DP-2 0.002974 3.7 20Jan1973, 12:051.1 12:05 DP-3 0.071431 12.5 20Jan1973, 12:381.1 12:38 DP-3 0.071431 18.0 20Jan1973, 12:09312:09 DP-4 0.011511 1.5 20Jan1973, 12:1512:15 DP-4 0.011511 9.5 20Jan1973, 12:092.9 12:09 DP-5 0.003134 0.5 20Jan1973, 12:0312:03 DP-5 0.003134 4.0 20Jan1973, 11:581.2 11:58 DP-6 0.004685 0.4 20Jan1973, 12:1812:18 DP-6 0.004685 6.8 20Jan1973, 12:082.6 12:08 DP-7 0.006758 0.9 20Jan1973, 12:1512:15 DP-7 0.006758 8.2 20Jan1973, 12:082.9 12:08 DP-8 0.004753 0.7 20Jan1973, 12:1512:15 DP-8 0.004753 1.4 20Jan1973, 12:1312:13 DP-9 POND 2 0.084246 13.5 20Jan1973, 12:351.1 12:35 DP-9 POND 2 0.084246 27.8 20Jan1973, 12:095.9 12:09 HDA-03 0.048535 10.2 20Jan1973, 12:450.9 12:45 HDA-03 0.048535 10.2 20Jan1973, 12:450.9 12:45 HDA-03B 0.014564 7.1 20Jan1973, 12:100.5 12:10 HDA-03B 0.014564 7.1 20Jan1973, 12:100.5 12:10 POA-A 0.001966 0.4 20Jan1973, 12:0212:02 POA-A 0.001966 3.0 20Jan1973, 11:580.8 11:58 POA-B MEADOW 0.093871 13.9 20Jan1973, 12:341.1 12:34 POA-B MEADOW 0.093871 29.7 20Jan1973, 12:076.2 12:07 GP-WA NOTES: 3/8/2022 NOTES: SUMMARY 10/17/2022 HEC-HMS FLOW RESULTS Date:10/17/2022 HISTORIC DEVELOPED Q100 Q10 Q100 Q10 DP-OS Flow from Culvert under OVR 12.1 1.1 12.1 1.1 DP-1A Entering Narrowleaf ct.3.0 19.8 5.9 DP-1B POND 1 Leaving Narrowleaf Ct. and entering Pond 1 (DET+WQ)3.6 23.6 6.5 DP-2 Willows Apartments on-site island culvert 0.4 3.7 1.1 DP-3 2-24" pipe under Cditch into Pond 2 from center portion of site 12.5 (+5) (+5) 18.0 (+5) 3.0 (+5) DP-4 Combines DP-7 and DP-8 into Cditch prior to Pond 2 1.5 9.5 2.9 DP-5 Temporary Sedimentation Pond DA-W09A, DA-W09B, DA- W10) 0.5 4.0 1.2 DP-6 Largest east side dev. Flows into cross pan by Ski House 0.4 6.8 2.6 DP-7 Culvert under AWD by Ski House 0.9 8.2 2.9 DP-8 Dev. Flows into Cozen's Ditch by clubhouse 0.7 1.4 DP-9 POND 2 Cditch (DP-4 ) and Mountain Wilows Drive Cilverts (DP-3) into Pond 2 13.5 1.1 27.8 5.9 POA-A North end rear lots (Filing 1) into west meadow (west ponds/meadow downstream of wetlands cells) 0.4 3.0 0.8 POA-B MEADOW Pond 4 + downstream basins entering meadow above wetlands cells 13.9 1.1 29.7 6.2 GP-WA POND BASINS 3/22/2022 Basin AREA [SF]Area OPEN SPACE IMPERVIOUS TOTAL IMPERV Type A Soils Type B Soils Type C Soils Type D Soils CN Composite CN [SF] [AC] [SF][SF](%) (%) (%) POND 1 - DEVELOPED DA-B 26293 0.60 7157 19136 73%50%0%0%50%54 86.0 DA-C 4659 0.11 1062 3597 77.2%50%0%0%50%54 88.0 DA-D 59177 1.36 22321 36856 62.3%50%0%0%50%54 81.4 DA-E1 33555 0.77 12692 20863 62.2%50%0%0%50%54 81.4 DA-E2 36631 0.84 15632 20999 57.3%50%0%0%50%54 79.2 DA-F1 52341 1.20 21642 30700 58.7%50%0%0%50%54 79.8 DA-F2 11064 0.25 4965 6099 55.1%50%0%0%50%54 78.3 DA-G 36662 0.84 18110 18552 50.6%50%0%0%50%54 76.3 DA-H 18159 0.42 7937 10222 56.3%50%0%0%50%54 78.8 DA-L 85938 1.97 74520 11418 13.3%50%0%0%50%54 59.8 DA-M 115368 2.65 100827 14542 12.6%50%0%0%50%54 59.5 DA-W17 65420 1.50 26910 38510 58.9%50%0%0%50%54 79.9 DA-W18 36113 0.83 14083 22030 61.0%50%0%0%50%54 80.8 DA-W19 44334 1.02 24595 19738 44.5%50%0%0%50%54 73.6 DA-W20 36624 0.84 11671 24953 68.1%50%0%0%50%54 84.0 DA-W21 41184 0.95 16145 25039 60.8%50%0%0%50%54 80.8 DA-W22 63809 1.46 44306 19503 30.6%50%0%0%50%54 67.4 POND 1 - DEVELOPED - TOTAL 767330 17.6 424574 342757 44.67%73.7 POND 1 - HISTORIC DA-B 26293 0.60 26293 0 0%50%0%0%50%54 54.0 DA-C 4659 0.11 4659 0 0.0%50%0%0%50%54 54.0 DA-D 59177 1.36 59177 0 0.0%50%0%0%50%54 54.0 DA-E1 33555 0.77 33555 0 0.0%50%0%0%50%54 54.0 DA-E2 36631 0.84 36631 0 0.0%50%0%0%50%54 54.0 DA-F1 52341 1.20 52341 0 0.0%50%0%0%50%54 54.0 DA-F2 11064 0.25 11064 0 0.0%50%0%0%50%54 54.0 DA-G 36662 0.84 36662 0 0.0%50%0%0%50%54 54.0 DA-H 18159 0.42 18159 0 0.0%50%0%0%50%54 54.0 DA-L 85938 1.97 85938 0 0.0%50%0%0%50%54 54.0 DA-M 115368 2.65 115368 0 0.0%50%0%0%50%54 54.0 DA-W17 65420 1.50 62745 2675 4.1%50%0%0%50%54 55.8 DA-W18 36113 0.83 36113 0 0.0%50%0%0%50%54 54.0 DA-W19 44334 1.02 36785 7549 17.0%50%0%0%50%54 61.5 DA-W20 36624 0.84 36624 0 0.0%50%0%0%50%54 54.0 DA-W21 41184 0.95 37143 4041 9.8%50%0%0%50%54 58.3 DA-W22 63809 1.46 54564 9245 14.5%50%0%0%50%54 60.4 POND 1 - HISTORIC - TOTAL 767330 17.6 743820 23510 3.06%55.3 BASINS USED FOR PONDS LISTED BELOW POND BASINS 3/22/2022 Basin AREA [SF]Area OPEN SPACE IMPERVIOUS TOTAL IMPERV Type A Soils Type B Soils Type C Soils Type D Soils CN Composite CN [SF] [AC] [SF][SF](%) (%) (%) BASINS USED FOR PONDS LISTED BELOW FEATURE POND 2 - DEVELOPED DA-J1 36353 0.83 32407 3946 10.9%50%0%0%50%54 58.8 DA-K 52431 1.20 47923 4508 8.6%50%0%0%50%54 57.8 DA-W01 116373 2.67 97557 18816 16.2%50%0%0%50%54 61.1 DA-W02 40642 0.93 25601 15041 37.0%50%0%0%50%54 70.3 DA-W03 41177 0.95 9577 31600 76.7%50%0%0%50%54 87.8 DA-W04 53908 1.24 15969 37938 70.4%50%0%0%50%54 85.0 DA-W05 15297 0.35 1790 13507 88.3%50%0%0%50%54 92.9 DA-W06 17154 0.39 7984 9170 53.5%50%0%0%50%54 77.5 DA-W07 20199 0.46 5563 14636 72.5%50%0%0%50%54 85.9 DA-W08 16149 0.37 10503 5646 35.0%50%0%0%50%54 69.4 DA-W09A 27490 0.63 27490 0 0.0%50%0%0%50%54 54.0 DA-W10 38817 0.89 13895 10692 64.2%50%0%0%50%54 82.2 DA-W11 18109 0.42 10106 24922 44.2%50%0%0%50%54 73.4 DA-W12 20202 0.46 9332 10871 53.8%50%0%0%50%54 77.7 DA-W13 44575 1.02 15480 29095 65.3%50%0%0%50%54 82.7 DA-W14 84411 1.94 52173 32238 38.2%50%0%0%50%54 70.8 DA-W15 64959 1.49 20703 44255 68.1%50%0%0%50%54 84.0 FEATURE POND 2 - DEVELOPED - TOTAL 708246 16.3 404053 306883 43.33%72.9 FEATURE POND 2 - HISTORIC DA-J1 36353 0.83 36353 0 0.0%50%0%0%50%54 54.0 DA-K 52431 1.20 52431 0 0.0%50%0%0%50%54 54.0 DA-W01 116373 2.67 109170 0 6.2%50%0%0%50%54 56.7 DA-W02 40642 0.93 33762 0 16.9%50%0%0%50%54 61.4 DA-W03 41177 0.95 41177 0 0.0%50%0%0%50%54 54.0 DA-W04 53908 1.24 53908 0 0.0%50%0%0%50%54 54.0 DA-W05 15297 0.35 15297 7203 0.0%50%0%0%50%54 54.0 DA-W06 17154 0.39 17154 6880 0.0%50%0%0%50%54 54.0 DA-W07 20199 0.46 20199 0 0.0%50%0%0%50%54 54.0 DA-W08 16149 0.37 16149 0 0.0%50%0%0%50%54 54.0 DA-W09A 27490 0.63 27490 0 0.0%50%0%0%50%54 54.0 DA-W10 38817 0.89 38817 0 0.0%50%0%0%50%54 54.0 DA-W11 18109 0.42 18109 0 0.0%50%0%0%50%54 54.0 DA-W12 20202 0.46 20202 0 0.0%50%0%0%50%54 54.0 DA-W13 44575 1.02 44575 0 0.0%50%0%0%50%54 54.0 DA-W14 84411 1.94 84411 0 0.0%50%0%0%50%54 54.0 DA-W15 64959 1.49 58429 0 10.1%50%0%0%50%54 58.4 FEATURE POND 2 - HISTORIC - TOTAL 708246 16.3 687633 14083 1.99%55.3 TEMPORARY SEDIMENATION BASIN DA-W09A 27490 0.63 27490 0 0.0%50%0%0%50%54 54.0 DA-W09B 21075 0.48 10382 10692 50.7%50%0%0%50%54 76.3 DA-W10 38817 0.89 13895 24922 64.2%50%0%0%50%54 82.2 TEMPORARY SEDIMENATION BASIN - TOTAL 87382 2.0 51768 35615 40.76%71.3 By:TK By:TK Prepared:6/9/21 Checked: Checked: Revised:3/8/22 JN:19008 Total Cd = 0.60 Cd = 0.60 Cd = 0.60 Cd = 0.60 Cd = 0.60 Cd = 3.0 Cd = 3.0 Flow Ø =1.46875 Ø =1.46875 Ø =Ø =in tall =1.6875 L(ft)=2.0944 L(ft)=10 # holes =0 # holes =0 # holes =0 # holes =0 in wide =1.6875 fl = 8666.33 fl = 8667.00 cl =8664.86 cl =8665.19 cl =8665.47 cl =8665.80 cl =8664.87 0.672 0.24 fl = 8664.80 fl = 8665.13 fl = 8665.47 fl = 8665.80 fl = 8664.80 A (sf)=0.0000 A (sf)=0.0000 A (sf)=0.0000 A (sf)=0.0000 A (sf)=0.0198 Elev [SF][AC] Incr. [CF] Total [CF] Total [AC-FT]H Q (cfs)H Q (cfs)H Q (cfs)H Q (cfs)H Q (cfs)H Q (cfs)H Q (cfs)Q (cfs) incr [hr] total [hr] 8664.80 0 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.0 8665.00 4276 0.098 428 428 0.01 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.03 0.00 0.00 0.00 0.00 0.034 3.5 3.5 8666.00 WQCV 22735 0.522 13,506 13,933 0.32 1.14 0.00 0.81 0.00 0.53 0.00 0.20 0.00 1.13 0.10 0.00 0.00 0.00 0.00 0.101 37.1 40.5 8667.00 100-YR 42224 0.969 32,480 46,413 1.07 2.14 0.00 1.81 0.00 1.53 0.00 1.20 0.00 2.13 0.14 0.67 3.46 0.00 0.00 3.60 2.5 43.0 8668.00 T.O. BERM 3.14 0.00 2.81 0.00 2.53 0.00 2.20 0.00 3.13 0.17 1.67 13.58 1.00 30.00 43.75 REQUIRED VOLUMES (FROM MHFD DETENTION:)WATER QUALITY CAPTURE VOLUME (ALTERNATE)OVERFLOW WEIR (TRAPEZOIDAL WEIR) WQ VOL = 0.28 AC-FT Value 100-YR DETENTION VOLUME = 0.83 AC-FT (INCLUDES W.Q.) (INCLUDES W.Q.)1 TOP OF BERM = 8668.00 45%WEIR ELEVATION = 8667.00 POND RELEASES (FROM HEC-HMS):0.192 WEIR BOTTOM WIDTH = 10 FT HISTORIC DEV. (HEC-HMS)DETAINED RELEASE 17.62 100-YR OVERFLOW DEPTH = 0.795 FT <--FULL 100-YR DEVELOPED FLOW GOING OVER WEIR 10-YR RELEASE = 0.0 CFS 6.3 CFS 0.0 CFS 0.28 100-YR FLOW = 23.2 CFS 100-YR RELEASE = 3.6 CFS 23.3 CFS 3.6 CFS 0.32 0.21 9140 NOTE 1: Refer to Table 3-2 UDCFD for drain time OVERFLOW FLOW DEPTH ELEVATION = 8667.80 WQCVother= WQCVother= watershed inches Ac-ft ft3 WQCV= d6 = Units 40-hr drain time % / 100 watershed inches Ac Ac-ft Desc a1= I= WQCV= A= TIME to DRAIN POND 1 - OUTFLOW CALCULATIONS POND VOLUME STAGE STORAGE DISCHARGE GP WILLOWS APARTMENTS - POND 1 OUTLET STR. WEIR 100-YR - 8" PIPE UPTURNED RISERCIRCULAR ORIFICE CIRCULAR ORIFICE RECT. ORIFICE WQ OVERFLOW WEIR AREA POND 1 - POND VOLUME CALCULATIONS CIRCULAR ORIFICE CIRCULAR ORIFICE VOLUME By:TK By:TK Prepared:6/9/21 POND 2 Checked: Checked: Revised:3/8/22 JN:19008 Total Cd = 0.60 Cd = 0.60 Cd = 0.60 Cd = 0.60 Cd = 0.60 Cd = 3.0 Cd = 3.0 Flow Ø =1.3125 Ø =1.3125 Ø =1.3125 in tall =1.6875 in tall =17.875 L(ft)=0 L(ft)=10 # holes =0 # holes =0 # holes =0 in wide =1.6875 in wide =17.875 fl = 8677.00 fl = 8677.00 cl =8673.55 cl =8673.89 cl =8674.22 cl =8673.57 cl =8675.47 fl = 8673.50 fl = 8673.83 fl = 8674.17 fl = 8673.50 fl = 8674.73 A (sf)=0.0000 A (sf)=0.0000 A (sf)=0.0000 A (sf)=0.0198 A (sf)=2.2189 Elev [SF][AC] Incr. [CF] Total [CF] Total [AC-FT]H Q (cfs)H Q (cfs)H Q (cfs)H Q (cfs)H Q (cfs)H Q (cfs)H Q (cfs)Q (cfs) incr [hr] total [hr] 8669 FEATURE POND BOT 3159 0.073 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.0 8670 4180 0.096 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.0 0.0 8671 5310 0.122 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.0 0.0 8672 6564 0.151 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.0 0.0 8673 7898 0.181 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.0 0.0 8673.50 FEATURE POND WSE 8637 0.198 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.0 0.0 8674 9375 0.215 4,503 4,503 0.10 0.45 0.00 0.11 0.00 0.00 0.00 0.43 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.062 20.0 20.0 8674.73 WQ WSE 10510 0.241 7,258 11,761 0.27 1.18 0.00 0.84 0.00 0.51 0.00 1.16 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.103 19.7 39.7 8675 10930 0.251 2,894 14,655 0.34 1.45 0.00 1.11 0.00 0.78 0.00 1.43 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.114 7.1 46.8 8676 12600 0.289 11,765 26,420 0.61 2.45 0.00 2.11 0.00 1.78 0.00 2.43 0.15 0.53 7.74 0.00 0.00 0.00 0.00 7.891 0.4 47.2 8677.00 100-YR WSE 14319 0.329 13,460 39,880 0.92 3.45 0.00 3.11 0.00 2.78 0.00 3.43 0.18 1.53 13.19 0.00 0.00 0.00 0.00 13.371 0.3 47.5 8678 16038 0.368 15,179 55,058 1.26 4.45 0.00 4.11 0.00 3.78 0.00 4.43 0.20 2.53 16.98 1.00 0.00 1.00 30.00 47.178 0.1 47.5 REQUIRED VOLUMES (FROM MHFD DETENTION:)WATER QUALITY CAPTURE VOLUME (ALTERNATE)OVERFLOW WEIR (TRAPEZOIDAL WEIR) WQ VOL = 0.263 AC-FT Value 100-YR DETENTION VOLUME = 0.78 AC-FT (INCLUDES W.Q.)1 TOP OF BERM = 8678.00 POND DETENTION ONLY VOLUME = 0.52 AC-FT (DETENTION ONLY)43%WEIR ELEVATION = 8677.00 0.189 WEIR BOTTOM WIDTH = 10 FT POND RELEASES (FROM HEC-HMS):16.26 100-YR OVERFLOW DEPTH = 0.896 FT <--FULL 100-YR DEVELOPED FLO HISTORIC DEV. (HEC-HMS)DETAINED RELEASE 0.26 100-YR FLOW = 27.8 CFS 10-YR RELEASE = 1.1 CFS 6.0 CFS 1.1 CFS 0.32 100-YR RELEASE = 13.5 CFS 27.8 CFS 13.4 CFS 0.19 8283 NOTE 1: Refer to Table 3-2 UDCFD for drain time OVERFLOW FLOW DEPTH ELEVATION = 8677.90 WQCVother=Ac-ft WQCVother= ft 3 A=Ac WQCV=Ac-ft d6 =watershed inches a1= 40-hr drain time I=% / 100 WQCV=watershed inches Units POND VOLUME STAGE STORAGE DISCHARGE GP WILLOWS APARTMENTS - POND 2 POND 2 - POND VOLUME CALCULATIONS POND 2 - OUTFLOW CALCULATIONS CIRCULAR ORIFICE RECT. ORIFICE (WQ) RECT. ORIFICE (100-YR) OUTLET STR. WEIR OVERFLOW WEIR TIME to DRAIN AREA VOLUME CIRCULAR ORIFICE CIRCULAR ORIFICE Desc Project: Basin ID: Depth Increment = 0.25 ft Watershed Information Top of Micropool 0.00 9.5 9.5 90 0.002 Selected BMP Type =EDB ISV 0.40 9.5 9.5 90 0.002 36 0.001 Watershed Area = 17.40 acres 0.50 9.5 9.5 90 0.002 45 0.001 Watershed Length = 1,900 ft 0.75 9.5 9.5 90 0.002 67 0.002 Watershed Length to Centroid = 1,200 ft 1.00 29.8 19.5 580 0.013 111 0.003 Watershed Slope = 0.015 ft/ft 1.25 80.5 44.5 3,581 0.082 578 0.013 Watershed Imperviousness = 43.70% percent 1.50 131.3 69.5 9,121 0.209 2,113 0.049 Percentage Hydrologic Soil Group A = 50.0% percent 1.75 182.0 94.5 17,197 0.395 5,350 0.123 Percentage Hydrologic Soil Group B = 0.0% percent Floor 1.92 216.5 111.5 24,139 0.554 8,847 0.203 Percentage Hydrologic Soil Groups C/D = 50.0% percent 2.00 217.0 112.0 24,296 0.558 10,784 0.248 Target WQCV Drain Time = 40.0 hours Zone 1 (WQCV)2.05 217.3 112.3 24,395 0.560 12,002 0.276 Location for 1-hr Rainfall Depths = User Input 2.25 218.5 113.5 24,792 0.569 16,920 0.388 2.50 220.0 115.0 25,292 0.581 23,181 0.532 2.75 221.5 116.5 25,797 0.592 29,567 0.679 Optional User Overrides Zone 2 (EURV)2.92 222.5 117.5 26,143 0.600 33,981 0.780 Water Quality Capture Volume (WQCV) = 0.275 acre-feet acre-feet Zone 3 (100-year)3.00 223.0 118.0 26,306 0.604 36,079 0.828 Excess Urban Runoff Volume (EURV) = 0.778 acre-feet acre-feet 3.25 224.5 119.5 26,820 0.616 42,720 0.981 2-yr Runoff Volume (P1 = 0.56 in.) = 0.266 acre-feet 0.56 inches 3.50 226.0 121.0 27,338 0.628 49,490 1.136 5-yr Runoff Volume (P1 = 0.71 in.) = 0.353 acre-feet 0.71 inches 3.75 227.5 122.5 27,861 0.640 56,389 1.295 10-yr Runoff Volume (P1 = 0.85 in.) = 0.438 acre-feet 0.85 inches 4.00 229.0 124.0 28,388 0.652 63,420 1.456 25-yr Runoff Volume (P1 = 1.07 in.) = 0.620 acre-feet 1.07 inches 4.25 230.5 125.5 28,920 0.664 70,584 1.620 50-yr Runoff Volume (P1 = 1.26 in.) = 0.789 acre-feet 1.26 inches 4.50 232.0 127.0 29,456 0.676 77,880 1.788 100-yr Runoff Volume (P1 = 1.47 in.) = 1.082 acre-feet 1.47 inches 4.75 233.5 128.5 29,996 0.689 85,312 1.958 500-yr Runoff Volume (P1 = 2.03 in.) = 1.851 acre-feet 2.03 inches 5.00 235.0 130.0 30,542 0.701 92,879 2.132 Approximate 2-yr Detention Volume = 0.271 acre-feet 5.25 236.5 131.5 31,091 0.714 100,583 2.309 Approximate 5-yr Detention Volume = 0.393 acre-feet 5.50 238.0 133.0 31,646 0.726 108,425 2.489 Approximate 10-yr Detention Volume = 0.478 acre-feet 5.75 239.5 134.5 32,204 0.739 116,406 2.672 Approximate 25-yr Detention Volume = 0.608 acre-feet 6.00 241.0 136.0 32,768 0.752 124,528 2.859 Approximate 50-yr Detention Volume = 0.687 acre-feet 6.25 242.5 137.5 33,335 0.765 132,790 3.048 Approximate 100-yr Detention Volume = 0.826 acre-feet 6.50 244.0 139.0 33,907 0.778 141,196 3.241 6.75 245.5 140.5 34,484 0.792 149,745 3.438 DETENTION BASIN STAGE-STORAGE TABLE BUILDER Optional Override Area (ft 2) Length (ft) Optional Override Stage (ft) Stage (ft) Stage - Storage Description Area (ft 2) Width (ft) GRAND PARK - WILLOWS APARTMENTS POND 1 MHFD-Detention, Version 4.04 (February 2021) Volume (ft 3) Volume (ac-ft) Area (acre) After providing required inputs above including 1-hour rainfall depths, click 'Run CUHP' to generate runoff hydrographs using the embedded Colorado Urban Hydrograph Procedure. Example Zone Configuration (Retention Pond) MHFD-Detention_v4 04 POND 1.xlsm, Basin 6/9/2021, 3:09 PM Project: Basin ID: Depth Increment = 1.00 ft Watershed Information Top of Micropool 0.00 92.9 92.9 8,637 0.198 Selected BMP Type =EDB 0.33 92.9 92.9 8,637 0.198 2,850 0.065 Watershed Area = 17.20 acres Zone 1 (WQCV)1.28 100.5 100.5 10,102 0.232 11,740 0.270 Watershed Length = 1,670 ft 2.00 106.3 106.3 11,293 0.259 19,438 0.446 Watershed Length to Centroid = 850 ft 3.00 114.3 114.3 13,057 0.300 31,603 0.725 Watershed Slope = 0.025 ft/ft Zone 2 (EURV)3.03 114.5 114.5 13,112 0.301 31,995 0.735 Watershed Imperviousness = 41.48% percent Zone 3 (100-year)3.24 116.2 116.2 13,500 0.310 34,789 0.799 Percentage Hydrologic Soil Group A = 50.0% percent 4.00 122.3 122.3 14,950 0.343 45,596 1.047 Percentage Hydrologic Soil Group B = 0.0% percent 5.00 130.3 130.3 16,970 0.390 61,545 1.413 Percentage Hydrologic Soil Groups C/D = 50.0% percent 6.00 138.3 138.3 19,118 0.439 79,578 1.827 Target WQCV Drain Time = 40.0 hours 7.00 146.3 146.3 21,395 0.491 99,824 2.292 Location for 1-hr Rainfall Depths = User Input 8.00 154.3 154.3 23,799 0.546 122,410 2.810 9.00 162.3 162.3 26,331 0.604 147,465 3.385 10.00 170.3 170.3 28,992 0.666 175,115 4.020 Optional User Overrides 11.00 178.3 178.3 31,780 0.730 205,490 4.717 Water Quality Capture Volume (WQCV) = 0.263 acre-feet acre-feet 12.00 186.3 186.3 34,696 0.797 238,718 5.480 Excess Urban Runoff Volume (EURV) = 0.723 acre-feet acre-feet 13.00 194.3 194.3 37,740 0.866 274,925 6.311 2-yr Runoff Volume (P1 = 0.56 in.) = 0.246 acre-feet 0.56 inches 14.00 202.3 202.3 40,913 0.939 314,241 7.214 5-yr Runoff Volume (P1 = 0.71 in.) = 0.326 acre-feet 0.71 inches 15.00 210.3 210.3 44,213 1.015 356,794 8.191 10-yr Runoff Volume (P1 = 0.85 in.) = 0.405 acre-feet 0.85 inches 16.00 218.3 218.3 47,641 1.094 402,710 9.245 25-yr Runoff Volume (P1 = 1.07 in.) = 0.576 acre-feet 1.07 inches 17.00 226.3 226.3 51,198 1.175 452,119 10.379 50-yr Runoff Volume (P1 = 1.26 in.) = 0.737 acre-feet 1.26 inches 18.00 234.3 234.3 54,882 1.260 505,148 11.597 100-yr Runoff Volume (P1 = 1.47 in.) = 1.024 acre-feet 1.47 inches 19.00 242.3 242.3 58,694 1.347 561,926 12.900 500-yr Runoff Volume (P1 = 2.03 in.) = 1.778 acre-feet 2.03 inches 20.00 250.3 250.3 62,635 1.438 622,580 14.292 Approximate 2-yr Detention Volume = 0.252 acre-feet 21.00 258.3 258.3 66,703 1.531 687,238 15.777 Approximate 5-yr Detention Volume = 0.367 acre-feet 22.00 266.3 266.3 70,899 1.628 756,028 17.356 Approximate 10-yr Detention Volume = 0.447 acre-feet 23.00 274.3 274.3 75,224 1.727 829,079 19.033 Approximate 25-yr Detention Volume = 0.570 acre-feet 24.00 282.3 282.3 79,676 1.829 906,518 20.811 Approximate 50-yr Detention Volume = 0.646 acre-feet 25.00 290.3 290.3 84,256 1.934 988,473 22.692 Approximate 100-yr Detention Volume = 0.782 acre-feet 26.00 298.3 298.3 88,964 2.042 1,075,073 24.680 27.00 306.3 306.3 93,801 2.153 1,166,445 26.778 Define Zones and Basin Geometry 28.00 314.3 314.3 98,765 2.267 1,262,717 28.988 Zone 1 Volume (WQCV) = 0.263 acre-feet 29.00 322.3 322.3 103,857 2.384 1,364,017 31.314 Zone 2 Volume (EURV - Zone 1) = 0.459 acre-feet 30.00 330.3 330.3 109,078 2.504 1,470,474 33.757 Zone 3 Volume (100-year - Zones 1 & 2) = 0.059 acre-feet Total Detention Basin Volume = 0.782 acre-feet After providing required inputs above including 1-hour rainfall depths, click 'Run CUHP' to generate runoff hydrographs using the embedded Colorado Urban Hydrograph Procedure. Volume (ft 3) Volume (ac-ft) Area (acre) DETENTION BASIN STAGE-STORAGE TABLE BUILDER Optional Override Area (ft 2) Length (ft) Optional Override Stage (ft) Stage (ft) Stage - Storage Description Area (ft 2) Width (ft) GRAND PARK - WILLOWS APARTMENTS FEATURE/DETENTION POND 2 (DETENTION + WQ) MHFD-Detention, Version 4.04 (February 2021) Example Zone Configuration (Retention Pond) MHFD-Detention_v4 04 POND 2 UPDATED.xlsm, Basin 11/18/2021, 4:56 PM By: TK Prepared: 3/21/2022 Checked: TK Revised: WQVC=watershed inches a=Refer to Table 3-2 UDCFD for drain time Desc Value a=1 I=0.41 WQCV=0.182 A=2.0 WQCV=0.03 d6 =0.36 WQCVother=0.025 WQCV= 1096 POND VOLUME AREA [SF] INCR. VOLUME (CF) TOTAL VOLUME (CF) VOLUME (AC-FT) POND BOTTOM = 8572.50 0 0 0 0.00 8573.00 753 188 188 0.00 8573.50 949 426 614 0.01 TEMP SED BASIN W.S.= 8574.00 1164 528 1142 0.03 BERM EL.8574.50 1428 648 1790 0.04 ELEVATION WQCV GP APLENGLOW - TEMP SED BASIN Units 40 drain time % / 100 watershed inches Ac Ac-ft watershed inches Ac-ft ft3 PRIMARY DITCH WEIR WEIR FLOW NOTES: Weir Length, L = 1.83 ft 1.83 ft Ditch W.S. Elev = 8677.45 8677.64 Weir Bottom Elevation = 8676.57 8676.57 Weir Flow Depth, H = 0.88 ft 1.07 ft Weir Coef., C = 3.3 3.3 Flow Q = C x L x H^1.5 = 5.0 CFS 6.8 CFS (5 CFS normal, 6.8 CFS max) DITCH TO POND OVERFLOW WEIR NOTES: 100-yr flow from DP-9 = 14.4 CFS (from HEC-RAS less ditch flow = -6.8 CFS Required Overflow thru Weir = 7.6 CFS Weir Length, L = 30 ft Ditch W.S. Elev = 8677.64 Weir Bottom Elevation = 8677.45 Weir Flow Depth, H = 0.19 ft Weir Coef., C = 3.3 Flow Q = C x L x H^1.5 = 8.3 CFS works NOTES: 1. Ditch flow CFS normally, could flow 6.8 cfs in short time frames. 2 GP WILLOWS COZEN'S DITCH NORMAL DITCH FLOW 100-YR FLOW (6.8-CFS TO DITCH) (8.3 CFS TO POND) 100-YR FLOW (6.8-CFS TO DITCH) (8.3 CFS TO POND) GRAND PARK - WILLOWS Prepared:10/13/2022 POND/OUTLET DATA SUMMARY Revised: POND 1 POND 2 OUTLET PIPE SIZE 8"18" OUTLET PIPE INVERT 8664.80 8672.50 END CAP HOLES (BOTTOM ROW) END CAP HOLES (SECOND ROW) WQ OUTLET 1.6875" x 1.6875" 1.6875" x 1.6875" 100-YR RECT. ORIFICE 17.875" x 17.875" SPILLWAY INVERT ELEVATION 8667.00 8677.00 SPILLWAY BOTTOM LENGTH 10.0'10.0' SPILLWAY SIDESLOPE 5%4:1 TOP OF BERM ELEVATION 8668.00 8678.00 Project: ID: 47187.82 X Design Information (Input): Circular Culvert:Barrel Diameter in Inches D = 24 inches Inlet Edge Type (Choose from pull-down list)Square Edge with Headwall OR: Box Culvert:Barrel Height (Rise) in Feet H (Rise) = ft Barrel Width (Span) in Feet W (Span) = ft Inlet Edge Type (Choose from pull-down list) 2.00 Number of Barrels # Barrels = 3 Inlet Elevation at Culvert Invert 8670.10 Elev IN = 8670.86 ft Outlet Elevation OR Slope 0.0043 Elev OUT = 8670.1 ft Culvert Length L = 178 ft Manning's Roughness n = 0.013 Bend Loss Coefficient Kb = 0 Exit Loss Coefficient Kx = 1 1 Design Information (calculated): Entrance Loss Coefficient Ke = 0.50 Friction Loss Coefficient Kf = 2.20 Sum of All Loss Coefficients Ks = 3.70 Minimum Energy Condition Coefficient KElow = 0.0312 Orifice Inlet Condition Coefficient Cd = 0.60 Calculations of Culvert Capacity (output): Headwater Tailwater Inlet Inlet Outlet Controlling Flow Surface Surface Control Control Control Culvert Control Elevation Elevation Equation Flowrate Flowrate Flowrate Used (ft) (ft) Used (cfs) (cfs) (cfs) 8673.90 8671.30 Regression Eqn. 61.92 56.01 56.01 OUTLET Processing Time:00.21 Seconds CULVERT SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) GRAND PARK WILLOWS - COZEN'S DITCH TRIPLE 24 UNDER BLUESTEM MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 TRIPLE UNDER BlueStemCt.xlsm, Culvert Rating 6/10/2021, 2:41 PM Project: ID: 47187.82 X Design Information (Input): Circular Culvert:Barrel Diameter in Inches D = 24 inches Inlet Edge Type (Choose from pull-down list)Square Edge with Headwall OR: Box Culvert:Barrel Height (Rise) in Feet H (Rise) = ft Barrel Width (Span) in Feet W (Span) = ft Inlet Edge Type (Choose from pull-down list) 2.00 Number of Barrels # Barrels = 3 Inlet Elevation at Culvert Invert 8681.05 Elev IN = 8681.99 ft Outlet Elevation OR Slope 0.0051 Elev OUT = 8681.05 ft Culvert Length L = 184 ft Manning's Roughness n = 0.013 Bend Loss Coefficient Kb = 0 Exit Loss Coefficient Kx = 1 1 Design Information (calculated): Entrance Loss Coefficient Ke = 0.50 Friction Loss Coefficient Kf = 2.27 Sum of All Loss Coefficients Ks = 3.77 Minimum Energy Condition Coefficient KElow = 0.0264 Orifice Inlet Condition Coefficient Cd = 0.60 Calculations of Culvert Capacity (output): Headwater Tailwater Inlet Inlet Outlet Controlling Flow Surface Surface Control Control Control Culvert Control Elevation Elevation Equation Flowrate Flowrate Flowrate Used (ft) (ft) Used (cfs) (cfs) (cfs) 8684.99 8682.25 Regression Eqn. 61.23 57.17 57.17 OUTLET Processing Time:00.10 Seconds CULVERT SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) GRAND PARK WILLOWS - COZEN'S DITCH TRIPLE 24 UNDER AWD MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 TRIPLE UNDER AWD.xlsm, Culvert Rating 11/19/2021, 8:27 AM Project: ID: 47187.82 X Design Information (Input): Circular Culvert:Barrel Diameter in Inches D = 18 inches Inlet Edge Type (Choose from pull-down list)Square Edge with Headwall OR: Box Culvert:Barrel Height (Rise) in Feet H (Rise) = ft Barrel Width (Span) in Feet W (Span) = ft Inlet Edge Type (Choose from pull-down list) 1.50 Number of Barrels # Barrels = 1 Inlet Elevation at Culvert Invert 8678.00 Elev IN = 8679.54 ft Outlet Elevation OR Slope 0.0151 Elev OUT = 8678 ft Culvert Length L = 102.2 ft Manning's Roughness n = 0.013 Bend Loss Coefficient Kb =0 Exit Loss Coefficient Kx = 1 1 Design Information (calculated): Entrance Loss Coefficient Ke = 0.50 Friction Loss Coefficient Kf = 1.85 Sum of All Loss Coefficients Ks = 3.35 Minimum Energy Condition Coefficient KElow =-0.0034 Orifice Inlet Condition Coefficient Cd = 0.60 Calculations of Culvert Capacity (output): Headwater Tailwater Inlet Inlet Outlet Controlling Flow Surface Surface Control Control Control Culvert Control Elevation Elevation Equation Flowrate Flowrate Flowrate Used (ft) (ft) Used (cfs) (cfs) (cfs) 8684.60 8678.60 Orifice Eqn. 17.81 17.50 17.50 OUTLET Processing Time:00.19 Seconds CULVERT SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) GRAND PARK WILLOWS Ski Building pipe across AWD MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 Ski Building.xlsm, Culvert Rating 3/21/2022, 7:49 PM Project: ID: 47187.82 X Design Information (Input): Circular Culvert:Barrel Diameter in Inches D = 18 inches Inlet Edge Type (Choose from pull-down list)Square Edge with Headwall OR: Box Culvert:Barrel Height (Rise) in Feet H (Rise) = ft Barrel Width (Span) in Feet W (Span) = ft Inlet Edge Type (Choose from pull-down list) 1.50 Number of Barrels # Barrels = 1 Inlet Elevation at Culvert Invert 8668.00 Elev IN = 8672.5 ft Outlet Elevation OR Slope 0.0398 Elev OUT = 8668 ft Culvert Length L = 113 ft Manning's Roughness n = 0.013 Bend Loss Coefficient Kb =0 Exit Loss Coefficient Kx = 1 1 Design Information (calculated): Entrance Loss Coefficient Ke = 0.50 Friction Loss Coefficient Kf = 2.05 Sum of All Loss Coefficients Ks = 3.55 Minimum Energy Condition Coefficient KElow =-0.0942 Orifice Inlet Condition Coefficient Cd = 0.61 Calculations of Culvert Capacity (output): Headwater Tailwater Inlet Inlet Outlet Controlling Flow Surface Surface Control Control Control Culvert Control Elevation Elevation Equation Flowrate Flowrate Flowrate Used (ft) (ft) Used (cfs) (cfs) (cfs) 8677.00 8670.00 Regression Eqn. 16.65 19.92 16.65 INLET Processing Time:62.50 ms CULVERT SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) GRAND PARK WILLOWS POND 2 OUTLET PIPE MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 POND 2 OUTLET.xlsm, Culvert Rating 11/19/2021, 11:01 AM Project: Pipe ID: Design Information (Input) Pipe Invert Slope So = 0.0398 ft/ft Pipe Manning's n-value n = 0.0130 Pipe Diameter D = 18.00 inches Design discharge Q = 13.40 cfs 1 Full-Flow Capacity (Calculated) Full-flow area Af = 1.77 sq ft Full-flow wetted perimeter Pf = 4.71 ft Half Central Angle Theta = 3.14 radians Full-flow capacity Qf = 21.02 cfs Calculation of Normal Flow Condition Half Central Angle (0<Theta<3.14) Theta = 1.73 radians Flow area An = 1.06 sq ft Top width Tn = 1.48 ft Wetted perimeter Pn = 2.60 ft Flow depth Yn = 0.87 ft Flow velocity Vn = 12.61 fps Discharge Qn = 13.40 cfs Percent of Full Flow Flow = 63.8% of full flow Normal Depth Froude Number Frn =2.62 supercritical Calculation of Critical Flow Condition Half Central Angle (0<Theta-c<3.14) Theta-c = 2.53 radians Critical flow area Ac = 1.69 sq ft Critical top width Tc = 0.86 ft Critical flow depth Yc = 1.36 ft Critical flow velocity Vc = 7.94 fps Critical Depth Froude Number Frc =1.00 CIRCULAR CONDUIT FLOW (Normal & Critical Depth Computation) GRAND PARK WILLOWS POND 2 OUTLET PIPE MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 POND 2 OUTLET.xlsm, Pipe 11/19/2021, 11:01 AM Project: ID: 47187.82 X Design Information (Input): Circular Culvert:Barrel Diameter in Inches D = 24 inches Inlet Edge Type (Choose from pull-down list)Square Edge with Headwall OR: Box Culvert:Barrel Height (Rise) in Feet H (Rise) = ft Barrel Width (Span) in Feet W (Span) = ft Inlet Edge Type (Choose from pull-down list) 2.00 Number of Barrels # Barrels = 1 Inlet Elevation at Culvert Invert 8685.00 Elev IN = 8687.57 ft Outlet Elevation OR Slope 0.0234 Elev OUT = 8685 ft Culvert Length L = 110 ft Manning's Roughness n = 0.013 Bend Loss Coefficient Kb =0 Exit Loss Coefficient Kx = 1 1 Design Information (calculated): Entrance Loss Coefficient Ke = 0.50 Friction Loss Coefficient Kf = 1.36 Sum of All Loss Coefficients Ks = 2.86 Minimum Energy Condition Coefficient KElow =-0.0386 Orifice Inlet Condition Coefficient Cd = 0.61 Calculations of Culvert Capacity (output): Headwater Tailwater Inlet Inlet Outlet Controlling Flow Surface Surface Control Control Control Culvert Control Elevation Elevation Equation Flowrate Flowrate Flowrate Used (ft) (ft) Used (cfs) (cfs) (cfs) 8692.97 8685.60 Regression Eqn. 31.87 36.45 31.87 INLET Processing Time:46.88 ms CULVERT SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) GRAND PARK WILLOWS OVR-DP-OS MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 OVR DP-OS.xlsm, Culvert Rating 3/21/2022, 7:40 PM Project: ID: 47187.82 X Design Information (Input): Circular Culvert:Barrel Diameter in Inches D = 18 inches Inlet Edge Type (Choose from pull-down list)Square Edge with Headwall OR: Box Culvert:Barrel Height (Rise) in Feet H (Rise) = ft Barrel Width (Span) in Feet W (Span) = ft Inlet Edge Type (Choose from pull-down list) 1.50 Number of Barrels # Barrels = 1 Inlet Elevation at Culvert Invert 8678.38 Elev IN = 8679.25 ft Outlet Elevation OR Slope 0.0078 Elev OUT = 8678.38 ft Culvert Length L = 111 ft Manning's Roughness n = 0.013 Bend Loss Coefficient Kb =0 Exit Loss Coefficient Kx = 1 1 Design Information (calculated): Entrance Loss Coefficient Ke = 0.50 Friction Loss Coefficient Kf = 2.01 Sum of All Loss Coefficients Ks = 3.51 Minimum Energy Condition Coefficient KElow =0.0167 Orifice Inlet Condition Coefficient Cd = 0.60 Calculations of Culvert Capacity (output): Headwater Tailwater Inlet Inlet Outlet Controlling Flow Surface Surface Control Control Control Culvert Control Elevation Elevation Equation Flowrate Flowrate Flowrate Used (ft) (ft) Used (cfs) (cfs) (cfs) 8681.50 8678.98 Regression Eqn. 9.95 10.03 9.95 INLET Processing Time:00.23 Seconds CULVERT SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) GRAND PARK WILLOWS ROADWAY LP BY BUILDING G - DP2 MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 LP BY BUILDING G.xlsm, Culvert Rating 11/19/2021, 12:13 PM Project: Pipe ID: Design Information (Input) Pipe Invert Slope So = 0.0078 ft/ft Pipe Manning's n-value n = 0.0130 Pipe Diameter D = 18.00 inches Design discharge Q = 3.70 cfs 1 Full-Flow Capacity (Calculated) Full-flow area Af = 1.77 sq ft Full-flow wetted perimeter Pf = 4.71 ft Half Central Angle Theta = 3.14 radians Full-flow capacity Qf = 9.32 cfs Calculation of Normal Flow Condition Half Central Angle (0<Theta<3.14) Theta = 1.45 radians Flow area An = 0.74 sq ft Top width Tn = 1.49 ft Wetted perimeter Pn = 2.17 ft Flow depth Yn = 0.66 ft Flow velocity Vn = 4.97 fps Discharge Qn = 3.70 cfs Percent of Full Flow Flow = 39.7% of full flow Normal Depth Froude Number Frn =1.24 supercritical Calculation of Critical Flow Condition Half Central Angle (0<Theta-c<3.14) Theta-c = 1.55 radians Critical flow area Ac = 0.86 sq ft Critical top width Tc = 1.50 ft Critical flow depth Yc = 0.73 ft Critical flow velocity Vc = 4.30 fps Critical Depth Froude Number Frc =1.00 CIRCULAR CONDUIT FLOW (Normal & Critical Depth Computation) GRAND PARK WILLOWS ROADWAY LP BY BUILDING G - DP2 MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 LP BY BUILDING G.xlsm, Pipe 11/19/2021, 12:13 PM Project: ID: 47187.82 X Design Information (Input): Circular Culvert:Barrel Diameter in Inches D = 24 inches Inlet Edge Type (Choose from pull-down list)Square Edge with Headwall OR: Box Culvert:Barrel Height (Rise) in Feet H (Rise) = ft Barrel Width (Span) in Feet W (Span) = ft Inlet Edge Type (Choose from pull-down list) 2.00 Number of Barrels # Barrels = 2 Inlet Elevation at Culvert Invert 8673.50 Elev IN = 8679.71 ft Outlet Elevation OR Slope 0.0292 Elev OUT = 8673.5 ft Culvert Length L = 213 ft Manning's Roughness n = 0.013 Bend Loss Coefficient Kb =0 Exit Loss Coefficient Kx = 1 1 Design Information (calculated): Entrance Loss Coefficient Ke = 0.50 Friction Loss Coefficient Kf = 2.63 Sum of All Loss Coefficients Ks = 4.13 Minimum Energy Condition Coefficient KElow =-0.0473 Orifice Inlet Condition Coefficient Cd = 0.61 Calculations of Culvert Capacity (output): Headwater Tailwater Inlet Inlet Outlet Controlling Flow Surface Surface Control Control Control Culvert Control Elevation Elevation Equation Flowrate Flowrate Flowrate Used (ft) (ft) Used (cfs) (cfs) (cfs) 8682.71 8674.30 Regression Eqn. 41.08 66.66 41.08 INLET Processing Time:00.26 Seconds CULVERT SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) GRAND PARK WILLOWS DOUBLE PIPE INTO POND 2 MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 DOUBLE INTO POND 2.xlsm, Culvert Rating 11/19/2021, 12:32 PM Project: Pipe ID: Design Information (Input) Pipe Invert Slope So = 0.0292 ft/ft Pipe Manning's n-value n = 0.0130 Pipe Diameter D = 24.00 inches Design discharge Q = 9.00 cfs 1 Full-Flow Capacity (Calculated) Full-flow area Af = 3.14 sq ft Full-flow wetted perimeter Pf = 6.28 ft Half Central Angle Theta = 3.14 radians Full-flow capacity Qf = 38.73 cfs Calculation of Normal Flow Condition Half Central Angle (0<Theta<3.14) Theta = 1.22 radians Flow area An = 0.90 sq ft Top width Tn = 1.88 ft Wetted perimeter Pn = 2.44 ft Flow depth Yn = 0.66 ft Flow velocity Vn = 10.04 fps Discharge Qn = 9.00 cfs Percent of Full Flow Flow = 23.2% of full flow Normal Depth Froude Number Frn =2.56 supercritical Calculation of Critical Flow Condition Half Central Angle (0<Theta-c<3.14) Theta-c = 1.64 radians Critical flow area Ac = 1.71 sq ft Critical top width Tc = 1.99 ft Critical flow depth Yc = 1.07 ft Critical flow velocity Vc = 5.26 fps Critical Depth Froude Number Frc =1.00 CIRCULAR CONDUIT FLOW (Normal & Critical Depth Computation) GRAND PARK WILLOWS DOUBLE PIPE INTO POND 2 MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 DOUBLE INTO POND 2.xlsm, Pipe 11/19/2021, 12:31 PM Project: ID: 47187.82 X Design Information (Input): Circular Culvert:Barrel Diameter in Inches D = 18 inches Inlet Edge Type (Choose from pull-down list)Square Edge with Headwall OR: Box Culvert:Barrel Height (Rise) in Feet H (Rise) = ft Barrel Width (Span) in Feet W (Span) = ft Inlet Edge Type (Choose from pull-down list) 1.50 Number of Barrels # Barrels = 1 Inlet Elevation at Culvert Invert 8673.00 Elev IN = 8679.27 ft Outlet Elevation OR Slope 0.024 Elev OUT = 8673 ft Culvert Length L = 261 ft Manning's Roughness n = 0.013 Bend Loss Coefficient Kb =0 Exit Loss Coefficient Kx = 1 1 Design Information (calculated): Entrance Loss Coefficient Ke = 0.50 Friction Loss Coefficient Kf = 4.73 Sum of All Loss Coefficients Ks = 6.23 Minimum Energy Condition Coefficient KElow =-0.0312 Orifice Inlet Condition Coefficient Cd = 0.61 Calculations of Culvert Capacity (output): Headwater Tailwater Inlet Inlet Outlet Controlling Flow Surface Surface Control Control Control Culvert Control Elevation Elevation Equation Flowrate Flowrate Flowrate Used (ft) (ft) Used (cfs) (cfs) (cfs) 8681.52 8673.60 Regression Eqn. 10.01 15.05 10.01 INLET Processing Time:00.27 Seconds CULVERT SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) GRAND PARK WILLOWS BUILDING J - DA-W19 MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 BLUIDING J.xlsm, Culvert Rating 11/19/2021, 12:26 PM Project: Pipe ID: Design Information (Input) Pipe Invert Slope So = 0.0240 ft/ft Pipe Manning's n-value n = 0.0130 Pipe Diameter D = 18.00 inches Design discharge Q = 1.40 cfs 1 Full-Flow Capacity (Calculated) Full-flow area Af = 1.77 sq ft Full-flow wetted perimeter Pf = 4.71 ft Half Central Angle Theta = 3.14 radians Full-flow capacity Qf = 16.32 cfs Calculation of Normal Flow Condition Half Central Angle (0<Theta<3.14) Theta = 0.92 radians Flow area An = 0.25 sq ft Top width Tn = 1.20 ft Wetted perimeter Pn = 1.38 ft Flow depth Yn = 0.30 ft Flow velocity Vn = 5.65 fps Discharge Qn = 1.40 cfs Percent of Full Flow Flow = 8.6% of full flow Normal Depth Froude Number Frn =2.19 supercritical Calculation of Critical Flow Condition Half Central Angle (0<Theta-c<3.14) Theta-c = 1.15 radians Critical flow area Ac = 0.44 sq ft Critical top width Tc = 1.37 ft Critical flow depth Yc = 0.44 ft Critical flow velocity Vc = 3.20 fps Critical Depth Froude Number Frc =1.00 CIRCULAR CONDUIT FLOW (Normal & Critical Depth Computation) GRAND PARK WILLOWS BUILDING J - DA-W19 MHFD-Culvert, Version 4.00 (May 2020) MHFD-Culvert_v4.0 BLUIDING J.xlsm, Pipe 11/19/2021, 12:26 PM G. INLETS GRAND PARK - WILLOWS INLET # DRAINAGE WIDTH LENGTH AREA % OPEN CLOG OPEN ACTUAL HEADWATER HEADWATER AREA #FACTOR AREA FLOW DEPTH DEPTH (ft) (ft) (sf) (sf) (cfs) (ft) (in) OLD VICTORY ROAD DP-OS 3 3 9 0.6 0.5 2.7 12.10 0.87 10.4 INLET BY SKI BUILDING DP-7 3 3 9 0.6 0.5 2.7 8.20 0.40 4.8 BUILDING J DA-W19 2 2 4 0.6 0.5 1.2 1.90 0.11 1.3 GRATE INLET CHART Page 16 Riprap Calculations GRAND PARK WILLOWS DATE: Location Culvert Diameter Dc # of Culv. Design Flow Q Exit Velocity FLOWS SUBC FL=0 SPRC FL=1 CRIT. FL DEPTH Yn For Super Critical FLOW USE Da for Dc USE FOR Dc Tailwater Yt 0.4*Dc IF UNKNOWM) Yt/DC Q/DC 1.5 FROUDE Q/DC 2.5 (MUST BE UNDER 6) RIPRA P d50 Riprap Type Maximum Velocity At Yt Expansion Factor 1/(2*TAN Θ) Minimum Length Lp Maximum Length Lp=10 DC Effective Culvert Width Weq (REF NOTE 1) Theta Θ Width "T" (FT) (CFS) (FPS) (FT) (FT) (FT)(IN) (FT/S) (SQFT) (FT) (FT) (FT) (FT) [radians) Length L p (ft) Width T (ft) depth (ft)TYPE CD West of AWD (DP4)2.0 3 19.5 4.88 1 0.90 1.45 1.45 0.80 0.55 2.30 1.15 6.3 L 7 0.9286 0.8 6.6 6 20 2.69 0.08 10.78 6 19 1.0 L POND 2 OUTFALL (DP7)1.5 1 13.4 12.61 1 0.79 1.15 1.15 0.60 0.52 7.29 4.86 6.6 L 7 1.9143 0.6 4.4 7 15 1.50 0.11 3.19 7 9 1.1 L LP BY BLDG G (DP2)1.5 1 3.7 4.97 1 0.79 1.15 1.15 0.60 0.52 2.01 1.34 1.8 L 7 0.5286 0.6 6.6 5 15 1.50 0.08 2.18 5 8 1.0 L OVR (DP-OS)2.0 1 12.1 14.16 1 0.79 1.40 1.40 0.80 0.57 4.28 2.14 4.0 L 7 1.7286 0.8 6.6 6 20 2.00 0.08 2.91 6 11 1.0 L BUILDING J (DA-W19)1.5 1 1.4 5.65 1 0.79 1.15 1.15 0.60 0.52 0.76 0.51 0.7 L 7 0.2 0.6 6.6 5 15 1.50 0.08 2.18 5 8 1.0 L DOUBLE INTO POND 2 (DP-3)2.0 2 18.0 10.00 1 0.79 1.40 1.40 0.80 0.57 3.18 1.59 5.9 L 7 1.2857 0.8 6.6 6 20 2.00 0.08 5.82 6 14 1.0 L 11/18/2021 Minimum Riprap Pad Size Project:Project: Channel ID:Channel ID: Design Information (Input) Channel Invert Slope So = 0.0100 ft/ft Design Information (Input) Manning's n n = 0.035 Bottom Width B = 4.00 ft Bottom Width B = 4.00 ft Left Side Slope Z1 = 2.50 ft/ft Left Side Slope Z1 = 2.50 ft/ft Right Side Slope Z2 = 2.50 ft/ft Right Side Slope Z2 = 2.50 ft/ft Design Discharge Q =19.50 cfs Freeboard Height F = 1.00 ft Design Water Depth Y =1.00 ft Critical Flow Condition (Calculated) Critical Flow Depth Y = 0.76 ft Normal Flow Condtion (Calculated) Critical Flow Area A = 4.48 sq ft Discharge Q = 21.66 cfs Critical Top Width T = 7.80 ft Froude Number Fr = 0.69 Critical Hydraulic Depth D = 0.57 ft Flow Velocity V = 3.33 fps Critical Flow Velocity V = 4.35 fps Flow Area A = 6.50 sq ft Froude Number Fr = 1.01 Top Width T = 9.00 ft Critical Wetted Perimeter P = 8.09 ft Wetted Perimeter P = 9.39 ft Critical Hydraulic Radius R = 0.55 ft Hydraulic Radius R = 0.69 ft Critical (min) Specific Energy Esc = 1.05 ft Hydraulic Depth D = 0.72 ft Centroid on the Critical Flow Area Yoc = 0.30 ft Specific Energy Es = 1.17 ft Critical (min) Specific Force Fsc = 0.25 kip Centroid of Flow Area Yo = 0.43 ft Specific Force Fs = 0.32 kip Normal Flow Analysis - Trapezoidal Channel Critical Flow Analysis - Trapezoidal Channel COZEN'S DITCH @ 1.0% FROM DP-4 to DP-9 COZEN'S DITCH @ 1.0% FROM DP-4 to DP-9 UD-Channels CD DP4 to DP9 - 1.0%.xls, Basics 10/13/2022, 10:36 AM Project:Project: Channel ID:Channel ID: Design Information (Input) Channel Invert Slope So = 0.0050 ft/ft Design Information (Input) Manning's n n = 0.035 Bottom Width B = 4.00 ft Bottom Width B = 4.00 ft Left Side Slope Z1 = 2.50 ft/ft Left Side Slope Z1 = 2.50 ft/ft Right Side Slope Z2 = 2.50 ft/ft Right Side Slope Z2 = 2.50 ft/ft Design Discharge Q =19.50 cfs Freeboard Height F = 1.00 ft Design Water Depth Y =1.15 ft Critical Flow Condition (Calculated) Critical Flow Depth Y = 0.76 ft Normal Flow Condtion (Calculated) Critical Flow Area A = 4.48 sq ft Discharge Q = 20.09 cfs Critical Top Width T = 7.80 ft Froude Number Fr = 0.50 Critical Hydraulic Depth D = 0.57 ft Flow Velocity V = 2.54 fps Critical Flow Velocity V = 4.35 fps Flow Area A = 7.91 sq ft Froude Number Fr = 1.01 Top Width T = 9.75 ft Critical Wetted Perimeter P = 8.09 ft Wetted Perimeter P = 10.19 ft Critical Hydraulic Radius R = 0.55 ft Hydraulic Radius R = 0.78 ft Critical (min) Specific Energy Esc = 1.05 ft Hydraulic Depth D = 0.81 ft Centroid on the Critical Flow Area Yoc = 0.30 ft Specific Energy Es = 1.25 ft Critical (min) Specific Force Fsc = 0.25 kip Centroid of Flow Area Yo = 0.49 ft Specific Force Fs = 0.34 kip Normal Flow Analysis - Trapezoidal Channel Critical Flow Analysis - Trapezoidal Channel COZEN'S DITCH @ 0.5% FROM DP-4 to DP-9 COZEN'S DITCH @ 0.5% FROM DP-4 to DP-9 UD-Channels CD DP4 to DP9 - 0.5%.xls, Basics 10/13/2022, 10:35 AM Project:Project: Channel ID:Channel ID: Design Information (Input) Channel Invert Slope So = 0.0050 ft/ft Design Information (Input) Manning's n n = 0.035 Bottom Width B = 4.00 ft Bottom Width B = 4.00 ft Left Side Slope Z1 = 2.50 ft/ft Left Side Slope Z1 = 2.50 ft/ft Right Side Slope Z2 = 2.50 ft/ft Right Side Slope Z2 = 2.50 ft/ft Design Discharge Q =10.00 cfs Freeboard Height F = 1.20 ft Design Water Depth Y =0.80 ft Critical Flow Condition (Calculated) Critical Flow Depth Y = 0.52 ft Normal Flow Condtion (Calculated) Critical Flow Area A = 2.72 sq ft Discharge Q = 10.00 cfs Critical Top Width T = 6.58 ft Froude Number Fr = 0.47 Critical Hydraulic Depth D = 0.41 ft Flow Velocity V = 2.09 fps Critical Flow Velocity V = 3.67 fps Flow Area A = 4.79 sq ft Froude Number Fr = 1.01 Top Width T = 8.00 ft Critical Wetted Perimeter P = 6.77 ft Wetted Perimeter P = 8.30 ft Critical Hydraulic Radius R = 0.40 ft Hydraulic Radius R = 0.58 ft Critical (min) Specific Energy Esc = 0.72 ft Hydraulic Depth D = 0.60 ft Centroid on the Critical Flow Area Yoc = 0.22 ft Specific Energy Es = 0.87 ft Critical (min) Specific Force Fsc = 0.11 kip Centroid of Flow Area Yo = 0.35 ft Specific Force Fs = 0.15 kip Normal Flow Analysis - Trapezoidal Channel Critical Flow Analysis - Trapezoidal Channel COZEN'S DITCH 10 CFS DOWNSTREAM DIVERSION COZEN'S DITCH 10 CFS DOWNSTREAM DIVERSION UD-Channels CD 10 CFS DOWNSTREAM DIVERSION.xls, Basics 3/7/2022, 8:16 PM Project: Inlet ID: Gutter Geometry (Enter data in the blue cells) Maximum Allowable Width for Spread Behind Curb TBACK =4.0 ft Side Slope Behind Curb (leave blank for no conveyance credit behind curb)SBACK =0.050 ft/ft Manning's Roughness Behind Curb (typically between 0.012 and 0.020)nBACK =0.020 Height of Curb at Gutter Flow Line HCURB =4.00 inches Distance from Curb Face to Street Crown TCROWN =12.0 ft Gutter Width W = 2.00 ft Street Transverse Slope SX =0.020 ft/ft Gutter Cross Slope (typically 2 inches over 24 inches or 0.083 ft/ft)SW =0.083 ft/ft Street Longitudinal Slope - Enter 0 for sump condition SO =0.006 ft/ft Manning's Roughness for Street Section (typically between 0.012 and 0.020)nSTREET =0.012 Minor Storm Major Storm Max. Allowable Spread for Minor & Major Storm TMAX =12.0 12.0 ft Max. Allowable Depth at Gutter Flowline for Minor & Major Storm dMAX =4.0 6.0 inches Allow Flow Depth at Street Crown (leave blank for no)check = yes MINOR STORM Allowable Capacity is based on Depth Criterion Minor Storm Major Storm MAJOR STORM Allowable Capacity is based on Depth Criterion Qallow =3.6 14.2 cfs Major storm max. allowable capacity GOOD - greater than flow given on sheet 'Q-Peak' ALLOWABLE CAPACITY FOR ONE-HALF OF STREET (Minor & Major Storm) GP WILLOWS APARTMENTS DP 1B (END OF NARROWLEAF CT) (Based on Regulated Criteria for Maximum Allowable Flow Depth and Spread) Minor storm max. allowable capacity GOOD - greater than flow given on sheet 'Q-Peak' STREET CAPACITY - NARROWLEAF C (UD-Inlet_v3.12) .xlsm, Q-Allow 11/19/2021, 7:28 AM PRINTED: 7:42 PM, 3/4/2021 STREET:2'-8" VALLEY PAN LEFT SIDE FLOW RIGHT SIDE FLOW LEFT SIDE FLOW RIGHT SIDE FLOW LEFT SIDE FLOW RIGHT SIDE FLOW LEFT SIDE FLOW RIGHT SIDE FLOW Qx Qx Qx Qx Qx Qx Qx Qx FLOW SPREAD (SIMPLE)Spread (T) [FT] = 12 12 12 12 12 12 12 12 ROAD CROSS SLOPE Sx [FT/FT] = 2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0% LONGITUDINAL SLOPE Sl [FT/FT] = 1.0%1.0%1.5%1.5%2.0%2.0%2.5%2.5% FLOW DEPTH (SIMPLE)y = 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 n = 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 Qx [CFS] = 5.2 5.2 6.4 6.4 7.3 7.3 8.2 8.2 A [SF] = 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 V [FPS] = 3.6 3.6 4.4 4.4 5.1 5.1 5.7 5.7 FLOW SPREAD TO GUTTER CL T = Tcrown = 13.333 13.333 13.333 13.333 13.333 13.333 13.333 13.333 Tx = 12 12 12 12 12 12 12 12 1/2 PAN WIDTH W = 1.333 1.333 1.333 1.333 1.333 1.333 1.333 1.333 GUTTER CROSS SLOPE Sw = 8.33%8.33%8.33%8.33%8.33%8.33%8.33%8.33% FLOW DEPTH y = 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 0.2667 GUTTER DEPRESSION a = 0.0844 0.0844 0.0844 0.0844 0.0844 0.0844 0.0844 0.0844 E0 = 0.2967 0.2967 0.2967 0.2967 0.2967 0.2967 0.2967 0.2967 COMPOSITE FLOW Q [CFS] = 5.12 5.12 6.28 6.28 7.25 7.25 8.10 8.10 A [SF] = 1.8340 1.8340 1.8340 1.8340 1.8340 1.8340 1.8340 1.8340 V [FPS] = 2.8 2.8 3.4 3.4 4.0 4.0 4.4 4.4 TOTAL STREET CAPACITY Q [CFS] = 10.25 CFS 12.55 CFS 14.50 CFS 16.21 CFS (FLOW TO STREET CL CROWN) GRAND PARK WILLOWS STREET CAPACITY 19008, 19008 ROAD FLOW CAPACITY.xlsx APPENDIX D Final Drainage Map O L D V I C T O R Y R D . CL U B H O U S E SKI S T O R A G E BUI L D I N G A TY P E I I GA R A G E B GA R A G E D GA R A G E C MOUNTAIN WI L L O W D R AM E R I C A N W I L L O W D R I V E GA R A G E A GA R A G E E BUI L D I N G B TY P E I I BU I L D I N G F TY P E I I BU I L D I N G G TY P E I BU I L D I N G D TY P E I BUI L D I N G E TY P E I BU I L D I N G C TY P E I BUI L D I N G J TY P E I BU I L D I N G H TY P E I I BUI L D I N G I TY P E I I BUI L D I N G K TY P E I I BUI L D I N G L TY P E I I GA R A G E G GA R A G E I GA R A G E H GA R A G E F > > PL A Y G R O U N D > > > > > > > > > > > > > > O L D V I C T O R Y R D . MOUNTAIN WILLOW DR NA R R O W L E A F C T . BLUE S T E M C T . DIS T U R B A N C E LI M I T S TY P I C A L T R A C T A T R A C T A TR A C T A TR A C T B TR A C T C TR A C T D TR A C T E TR A C T E FE A T U R E / DE T E N T I O N PO N D 2 DE T E N T I O N P O N D 1 3-18" STORM INV = 8677.12 INV = 8676.13 INV = 8677.11 3-18" STORM INV = 8676.57 INV = 8676.05 INV = 8676.56 > > > > > > > > 6" P V C @ 2% m i n . 6" P V C @ 2% m i n . ST08 EX. AGRI-DRAIN EX. 8" DRAININV=8670.0 EX. 8" DRAIN INV=8666.82 S T S T S T TE M P O R A R Y SE D I M E N T A T I O N BA S I N > HDA-3 31.1-ac DA - B 0. 6 0 - a c DA - C 0. 1 1 - a c DA - D 1.3 6 - a c DA - E 2 0.8 4 - a c DA - F 1 1.2 0 - a c DA - M 2. 6 5 - a c DA - G 0.8 4 - a c DA - H 0. 1 1 - a c DA - K 1.2 0 - a c DA - L 1.9 7 - a c DA - J 2 0. 9 8 - a c HD A - 0 3 31 . 1 - a c HD A - 0 3 B 9. 3 2 - a c DA - W 0 1 2.6 7 - a c DA - W 0 2 0.9 3 - a c DA - W 0 3 0.9 5 - a c DA - W 0 4 1.2 4 - a c DA - W 0 5 0. 3 5 - a c DA - W 0 6 0. 3 9 - a c DA - W 0 7 0.4 6 - a c DA - W 0 8 0. 3 7 - a c DA - W 0 9 B 0.4 8 - a c DA - W 1 4 1. 9 4 - a c DA - W 1 3 1.0 2 - a c DA - W 1 1 0.4 2 - a c DA - W 1 2 0.4 6 - a c DA - W 1 5 1. 4 9 - a c DA - W 1 7 1. 5 0 - a c DA - W 1 8 0. 8 3 - a c DA - W 2 0 0. 8 4 - a c DA - W 1 9 1.0 2 - a c DA - W 2 1 0. 9 5 - a c DA - W 2 2 1. 4 6 - a c DA - W 1 0 0. 8 9 - a c DA - F 2 0.2 5 - a c DA - E 1 0.7 7 - a c DA - W 0 9 A 0. 6 3 - a c > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 1 DP B PO A A PO A 1 A DP 3 DP 4 DP 5 DP O S DP 2 DP 7 DP 6 DP 8 DP 9 DP 1 B DP > > > > > > > > > DA - J 1 0. 8 3 - a c 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 200'400' SCALE 1:200 3 DRAINAGE MAP OVERALL TYPE X FLOODPLAIN 100-YR FLOODPLAIN NO-NAME DRAINAGE BYPASES SITE P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C A L C U L A T I O N S ( S p r e a d s h e e t s & D e s i g n R e p o r t s ) \ D R A I N A G E \ 1 9 0 0 8 D r a i n a g e F I N A L . d w g , D R 1 , 8 / 3 0 / 2 0 2 3 9 : 3 9 : 4 5 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K ST ST > >>>> > > > > > > > > > > > > > > > >>> > > > > > > > > >> > DISTURBANCE LIMITS TYPICAL 3-18" S T O R M INV = 8 6 7 7 . 1 2 INV = 8 6 7 6 . 1 3 INV = 8 6 7 7 . 1 1 3-18" S T O R M INV = 8 6 7 6 . 5 7 INV = 8 6 7 6 . 0 5 INV = 8 6 7 6 . 5 6 > > > > > > > > >> > > > >>> > > > > > > > > > > > > 6" PVC @ 2% min. 6" PVC @ 2% min. > > > > >> > > ST 0 8 ST 0 8 EX. A G R I - D R A I N EX. 8 " D R A I N INV= 8 6 7 0 . 0 EX. 8 " D R A I N INV= 8 6 6 6 . 8 2 ST ST ST ST ST ST > > > 8725 8710 869 5 870 0 8700 8695 869 0 8685 8675 867 5 8660 86 9 5 8 7 0 0 8720 8735 8745 8710 8695 8705 868 5 86 8 0 86 7 0 866 5 8660 865 5 86 5 0 867 0 86 7 5 8675 870 0 86 6 5 8675 8680 8690 8695 8700 8685 8690 8680 8675 868 0 8685 86 9 0 86 9 0 8 6 8 5 86 8 5 8690 8 6 9 0 8 6 8 0 8680 8685 8 6 9 0 8685 86 9 5 869586 9 5 870 0 8700 86 9 0 FEATURE POND 2 (DETENTION + WQ) POND 1 (DETENTION + WQ) FEATURE POND (NO STORMWATER) EX. 18" RAILROAD CULVERT EX. 3-18" STORM RELOCATED INLET & 24" STORM FROM OVR OVERTOPS MWD & TRAVELS DOWN CULDESAC BUILDING J 18" RCP EAST SIDE DRAINS HERE PROP. 3-24" COZEN'S DITCH STORM RELOCATED COZEN'S DITCH EX. 18" RAILROAD CULVERT BYPASSES SITE RAILROAD D O W N G R A D E T O W E S T RAILROAD DOWNGRADE TO WEST RAI L R O A D D O W N G R A D E T O W E S T NO-NAME DRAINAGE BYPASSES SITE THRU EX. 6-24" RCP DA-B 0.60-ac DA-C 0.11-ac DA-D 1.36-ac DA-E2 0.84-ac DA-F1 1.20-ac DA-M 2.65-acDA-G 0.84-ac DA-H 0.11-ac DA-K 1.20-ac DA-L 1.97-ac DA-J2 0.98-ac HDA-03 31.1-ac HDA-03B 9.32-ac DA-W01 2.67-acDA-W02 0.93-ac DA-W03 0.95-ac DA-W04 1.24-ac DA-W05 0.35-ac DA-W06 0.39-ac DA-W07 0.46-ac DA-W08 0.37-ac DA-W09B 0.48-ac DA-W14 1.94-ac DA-W13 1.02-ac DA-W11 0.42-ac DA-W12 0.46-ac DA-W15 1.49-ac DA-W17 1.50-ac DA-W18 0.83-ac DA-W20 0.84-ac DA-W19 1.02-ac DA-W21 0.95-ac DA-W22 1.46-ac DA-W10 0.89-ac DA-F2 0.25-ac DA-E1 0.77-ac DA-W09A 0.63-ac > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > >>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > 1 DP B POA A POA 1A DP 3 DP 4 DP 5 DP OS DP 2 DP 7 DP 6 DP 8 DP 9 DP 1B DP > > > > > > > > > > > > > > > > > > 18" STORMPROP. DITCH DIVERSION WETLAND CELLS FEATURE POND COZEN'S DITCH 2-24" STORM 24" STORM 18" STORM 18" STORM POND 2 OUTLET 24" STORM EX. 3-24" RCP 8660 8664 8710 870 5 867 0 8675 8680 8685 8690 8695 8700 8685 8690 8695 8700 8705 8710 8715 8720 8725 8730 8735 8 6 8 0 8 6 8 5 8 6 9 0 8695 8675 868 0 8685 8675 8680 8685 8690 868 5 8690 8695 8680 8 6 8 5 8690 86 9 0 869 5 8700 8685 86 8 5 8680 868086 8 0 8 6 8 5 8685 8690 869 5 87 0 0 8705 8710 8665 8665 8665 8665POND 1 OUTLET 8" STORM EXISTING FEATURE POND 8" DRAIN TO REMAIN DA-J1 0.83-ac TEMPORARY SEDIMENTATION BASIN 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 100'200' SCALE 1:100 4 DRAINAGE MAPNOTE: WE ASSUMED IMPERVIOUS COVER FOR BUILDINGS 12% LARGER THAN WHAT IS SHOWN ON THIS MAP AND THE APPROVED PLANS, TO ALLOW FOR BUILDING DESIGN VARIATIONS THROUGH CONSTRUCTION. P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ C A L C U L A T I O N S ( S p r e a d s h e e t s & D e s i g n R e p o r t s ) \ D R A I N A G E \ 1 9 0 0 8 D r a i n a g e F I N A L . d w g , D R 2 , 8 / 3 0 / 2 0 2 3 9 : 4 0 : 0 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K X W X W X W X W X W X W X W XS XS XS XS XS x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s xs s xs s xss xss xss x s s xs s xs s xs s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s x s s xws xws xws xws xws xw s xws xws x w s xws xws x w s xws xws x w s E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G xss xss xss xss xss xss X S X S X S X S X S X S X S X S xss xss xss xss xss xss xss xss xss xss xss xss xss xw s xw s xw s xws xw s xw s xw s xs s x s s XW XW XW XW XW XW XW XW XW XW XW XW XW XW XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXS x s s WW W W W x s s 3+ 0 0 4+00 10+ 0 0 11+ 0 0 PT : 3 + 7 1 . 2 0 PC : 4 + 5 8 . 8 7 P C : 8 + 7 7 . 9 3 P T : 1 0 + 2 0 . 6 9 P C : 1 0 + 7 5 . 6 3 86 7 5 86 7 4 8670 8670 8670 8670 8 6 7 0 867 5 8 6 7 5 8675 1 + 0 0 BP: 1+ 0 0 . 0 0 DRIVE 4 STA:110.00 75.0 6 2 + 0 0 2 + 1 5 EP: 2+ 1 4 . 9 1 76.7 2 76.1 2 XS XS XS XS XS XS XS XS EX-SSMH-WM 1-21.5A.1 STA: 11+35.85 OFF: 0.85 R RIM: 8673.41 INV IN: 8665.79 (W) INV OUT: 8665.59 (E) CUT: 7.8 EX-SSMH-WM 1-21.5A.2 STA: 9+80.93 OFF: 3.35 R RIM: 8675.09 INV IN: 8666.78 (S) INV OUT: 8666.58 (E) CUT: 8.5 8" EX . S S W R 86758674 8676 867 5MOUN T A I N W I L L O W D R 1.00% 1 . 0 0 % 1 . 4 4 % 29.97' ~ 8" PVC @ 1.00% 6 6 . 7 7 6 8 . 0 0 6 8 . 0 0 6 6 . 7 7 DETENTION POND 1 75.6 0 F L 76.6 4 76.4 5 6" PVC @ 2% min. 75.8 7 77.1 8 77.0 8 76.9 8 8665 8667 8668 866586678666 8670 86 6 6 8664 8663 8665 8666 8667 8668 8 6 6 4 8665 8666 8668 8669 6.15% 6.15% 10' CONCRETE OVERFLOW SPILLWAY EL=8667.00 MIICROPOOL EL=8663.80 10' P O N D B E R M = 86 8 6 . 0 0 10' POND B E R M = 8686.00 10' P O N D B E R M = 86 6 8 . 0 0 1100 SF TYPE L RIPRAP (18" DEEP) 106 SF TYPE L RIPRAP (18" DEEP) RECONSTRUCT BROKEN CONC. RUNDOWN. CALL TKE FOR ON-SITE MEETING PRIOR INV: 8664.50 POND 1 OUTLET - TYPE C INLET STA:10+96.24 OFF:-295.30L RIM:8666.77 INV OUT:8664.80 8" 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 25'50' SCALE 1:25 5 POND 1 OVERALL R Know what's below. Call before you dig. POND 1 OVERALL PLAN P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P O N D 1 A , 8 / 3 0 / 2 0 2 3 9 : 4 0 : 3 7 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K Exssxssxssxssxss xss xss xss xss xss xss xss 29.97' ~ 8" PVC @ 1.00% 6 6 . 7 7 6 8 . 0 0 6 8 . 0 0 6 6 . 7 7 8665 8667 86658667 8666 866 6 8664 8665 6.15% 6.15% 10' CONCRETE OVERFLOW SPILLWAY EL=8667.00 MIICROPOOL EL=8663.80 10' P O N D B E R M = 86 6 8 . 0 0 1100 SF TYPE L RIPRAP (18" DEEP) 106 SF TYPE L RIPRAP (18" DEEP) RECONSTRUCT BROKEN CONC. RUNDOWN. CALL TKE FOR ON-SITE MEETING PRIOR INV: 8664.50 POND 1 OUTLET - TYPE C INLET STA:10+96.24 OFF:-295.30L RIM:8666.77 INV OUT:8664.80 8" NOTES: 1.KEEP ALL POND GRADING AS DESIGNED, WITH THE EXCEPTION OF THE EMERGENCY OVERFLOW SPILLWAY AS DETAILED BELOW. 2.LOCATE MICROPOOL AND PIPE OUTLET/END CAP NEAR THE DESIGN LOCATION FOR THE OUTLET STRUCTURES. SPILLWAY BOTTOM WIDTH REF. TABLE 4:14:1BERM ELEVATION (REF. TABLE FOR ELEVATION) SPILLWAY ELEVATION (REF. TABLE FOR ELEVATION) 18" DEEP TYPE L RIPRAP AT SPILLWAY AND RUN DOWN SPILLWAY CROSS SECTION - ALONG BERM N.T.S. SPILLWAY CROSS SECTION - THRU BERM N.T.S. EXTEND RUNDOWN 10' PAST BERM T.O.BOX / WQ.W.S.E. = 8666.77' B.O. BOX \ POOL = 8663.80' OUTLET PIPE INV = 8664.80' T.O.BERM = 8668.00' MICROPOOL varies WATER QUALITY POND (SEE PLAN) W.Q. WATER SURFACEOVERFLOW BERM OUTLET STRUCTURE8" PVC DRAIN. SLOPE 2% TO DAYLIGHT. SEE DETAIL BELOW FOR END CAP ON POND SIDE. 1.0' DEEP GRAVEL BOTTOM MICRO POOL. USE 6-12" ANGULAR ROCK TO STABILZE 1:1 SIDE SLOPES INTO MICRO POOLGENERIC SECTION - POND 1 N.T.S. WQ.ORIFICE \ PIPE INV = 8664.80' MODIFIED TYPE C OUTLET STRUCTURE PIPE INV =8672.50 GRATE =8666.77' 0. 5 0 0 " 0.139" 0. 1 3 8 " 0.090" WELL SCREEN TRASH RACK DETAIL N.T.S. POND 1 OUTLET STRUCTURE N.T.S. STAINLESS STEEL SUPPORT BARS (TE 0.074" x 0.5" SUPPORT RODS ON 1" SPACING) JOHNSON #93 VEE WIRE STAINLESS STEEL SCREEN w/ 0.168" GAPS BOX INVERT = 8663.80' 0. 6 3 8 " 12" OPENING FULL HT. WELL SCREEN TRASH RACK WIDTH = OPENING + 4" 14" ORIFICE PLATE CLOSED MESH INLET GRATE MODIFIED TYPE C INLET FRONT FACE N.T.S. SECTION N.T.S. PLAN VIEW N.T.S. 14" ORIFICE PLATE WELL SCREEN TRASH RACK WELL SCREEN TRASH RACK EDGE DETAIL N.T.S. L3x2x316" or SIM (3)-1/2"x5" THREADED ROAD DRILLED & EPOXIED w/ HILTI HY200 w/ 3" EMBED WELL SCREN TRASH RACK WIDTH = OPENING + 4" BOLTED 14" STEEL PLATE 24"x35.6"x14" w/ ONE RECTANGULAR HOLE WQ: 1.6875" x 1.6875" 35 . 6 4 " ORIFICE PLATE N.T.S. 24" 14" ORIFICE PLATE 1.69" 1. 6 9 " 12 " 21 . 9 5 " 38 . 5 3 " 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 10'20' SCALE 1:10 6 POND 1 R Know what's below. Call before you dig. POND 1 PLAN P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P O N D 1 B , 8 / 3 0 / 2 0 2 3 9 : 4 0 : 5 0 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K 86 8 0 > > > > > > > > > > > > > > > > > > > >>>>>> > > > > > > > 77.0 0 78.0 0 78.0 0 > > > > > > >>> ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST08 ST08 EX. A G R I - D R A I N EX. 8 " D R A I N INV= 8 6 7 0 . 0 867 5 8 6 7 0 8 6 7 7 8 6 7 8 8 6 7 8 8 6 7 7 867 3 867 2 867 1 8 6 6 9 8675 8670 86 7 0 86 7 5 86 7 8 86 7 8 86 7 7 86 7 4 86 7 3 86 7 2 86 7 1 86 7 6 8678 8677 8 6 7 8 8676 8675 86 7 4 8 6 7 0 4.3 : 1 3.9 : 1 3 . 8 : 1 3.9 : 1 25% 24% 10' RIPRAP OVERFLOW SPILLWAY EL=8677.0 4' P O N D B E R M = 8 6 7 8 . 0 0 4' P O N D B E R M = 8 6 7 8 . 0 0 4' P O N D B E R M = 8 6 7 8 . 0 0 280 SF TYPE L RIPRAP (18" DEEP) NORMAL FEATURE POND PERMANENT WATER SURFACE ELEVATION=8673.50 AREA = 8603 SF, VOL = 0.59 AC-FT COZEN'S DITCH DIVERSION STRUCTURE REF. DETAIL 640 SF TYPE L RIPRAP (18" DEEP) 8677 867 8 867 9 8678 8677 8676 8675 8674 8678 8677 8680 POND 2 OUTLET - TYPE C INLET STA:19+69.72 OFF:-321.76L RIM:8677.00 INV OUT:8672.50 18" RCP INV: 8672.00 125.05' ~ 18" RCP @ 3.60% ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 ST 0 8 EX. 8 " D R A I N INV= 8 6 6 6 . 8 2 106 SF TYPE L RIPRAP (18" DEEP) 8675 8674 8673 8672 8671 8670 8669 18" FES -P4 STA: 20+50.39 OFF: 417.30 L INV: 8668.00 SPILLWAY BOTTOM WIDTH REF. TABLE 4:14:1BERM ELEVATION (REF. TABLE FOR ELEVATION) SPILLWAY ELEVATION (REF. TABLE FOR ELEVATION) 18" DEEP TYPE L RIPRAP AT SPILLWAY AND RUN DOWN SPILLWAY CROSS SECTION - ALONG BERM N.T.S. TYPICAL SPILLWAY CROSS SECTION N.T.S. EXTEND RUNDOWN 10' PAST BERM MODIFIED TYPE C OUTLET STRUCTURE PIPE INV =8672.50 WQ ORIFICE FL = 8673.50' 100-YR ORIFICE FL = 8674.73' GRATE = 8677.00' PIPE INVERT = 8672.50' 0. 5 0 0 " 0.139" 0. 1 3 8 " 0.090" WELL SCREEN TRASH RACK DETAIL N.T.S. POND 2 OUTLET STRUCTURE N.T.S. STAINLESS STEEL SUPPORT BARS (TE 0.074" x 0.5" SUPPORT RODS ON 1" SPACING) JOHNSON #93 VEE WIRE STAINLESS STEEL SCREEN w/ 0.168" GAPS BOX INVERT = 8671.50' 0. 6 3 8 " 12" OPENING FULL HT. WELL SCREEN TRASH RACK WIDTH = OPENING + 4" 14" ORIFICE PLATE CLOSED MESH INLET GRATE MODIFIED TYPE C INLET FRONT FACE N.T.S. SECTION N.T.S. PLAN VIEW N.T.S. 14" ORIFICE PLATE WELL SCREEN TRASH RACK WELL SCREEN TRASH RACK EDGE DETAIL N.T.S. L3x2x316" or SIM (3)-1/2"x5" THREADED ROAD DRILLED & EPOXIED w/ HILTI HY200 w/ 3" EMBED WELL SCREN TRASH RACK WIDTH = OPENING + 4" BOLTED 14" STEEL PLATE 24"x66x14" w/ TWO RECTANGULAR HOLES 100-YR: 17.875" x 17.875" WQ: 1.6875" x 1.6875" 66 " 17 . 8 8 " ORIFICE PLATE N.T.S.24" 17.88" 14" ORIFICE PLATE 1.69" 1. 6 9 " 24 " 13 . 0 7 " 68 . 8 9 " 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 0 10'20' SCALE 1:10 7 POND 2 R Know what's below. Call before you dig. FEATURE/DETENTION POND 2 PLAN P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P O N D 2 , 8 / 3 0 / 2 0 2 3 9 : 4 1 : 1 3 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K NOT TO SCALE 10 0 - Y R F L O W DE P T H = 0 . 9 6 ' @ 1 . 0 % DE P T H = 1 . 1 5 ' @ 0 . 5 % 4' 2. 1 5 ' 14.38' 1. 0 4 ' FR E E B O A R D 5 CFS DECREED FLOW + 9.2 CFS DEVELOPED FLOW CAPACITY = 14.2 CFS COZEN'S DITCH NOT TO SCALE 2' 3:12.5:1 2.5:1 3:1 NOTE: THIS DITCH SECTION WORKS FOR ALL CHANNEL LONGITUDINAL GRADES. POND SECTION PROFILE HORIZ. SCALE = 5' VERT. SCALE = 5' 8670 8680 8690 8670 8680 8690 -0+10 0+00 0+00.00 0+10 0+20 0+30 0+36 0+00 0+00.00 0+10 0+20 0+30 0+36 DOWNSTREAM DITCH: NORMAL FLOW: 5.0 CFS (0.55' DEPTH) 100-YR FLOW: 6.8 CFS (0.74' DEPTH) OVERFLOW WEIR = 8677.45'DITCH WEIR EL = 8676.57' W.S. ELEV = 8677.45' NORMAL DITCH FLOW (5 CFS) T.O.WALL = 8678.83' W.S. ELEV = 8677.64' 6.8 CFS DITCH FLOW 8.3 POND OVERFLOW DIVERSION FRONT VIEW N.T.S. UPSTREAM DIVERSION: 8.3 CFS TO POND OVERFLOW 6.8 CFS FLOW TO DITCH 1.26' DEPTH 4" PIPE w/ VALVE TO FILL POND PERIODICALLY. COORD. w/ GRAND PARK PRIOR TO CONSTRUCTION 12"x16" CUT OFF WALL IN POND OVERFLOW WEIR TO POND B.O.FTG = 8675.40' 1.83' 1.00' 1. 3 8 ' 7+00 8+00 9+00 8 6 7 5 8 6 7 5 8 6 7 5 86 8 0 8675 8675 82.20 4.00% 2.02% 7.9 4 % 72.37 FL 75.4 ME W MW M WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM 79.89 81.41 81.93 3 + 5 0 3 + 6 4 EP: 3+6 4 . 1 1 83.44 80.88 82.44 W M W M 75.00 75.00 75.99 > > > > > > > > > > > > > > >> > > > > > > > > >>>>>>>>>>>>> > > > > > > > > > > > 75.00 75.00 75.00 75.00 74.00 FL 72.81 FL 73.30 FL 73.97 FL 74.40 FL > > > 86 7 6 86 7 7 86 7 8 86 7 9 8675 8675 8675 8680 8673 8673 8674 8674 8674 8676 8677 8678 8679 8675 8675 8675 8675 8675 >>>>> > > > > > > > > > > > > > > > > > > > > 8675 8670 8670 8673 8672 8671 4 . 3 : 1 3. 8 : 1 3.9:1 NO R M A L F E A T U R E P O N D PE R M A N E N T W A T E R S U R F A C E EL E V A T I O N = 8 6 7 3 . 5 0 AR E A = 8 6 0 3 S F , V O L = 0 . 5 9 A C - F T CO Z E N ' S D I T C H D I V E R S I O N S T R U C T U R E R E F . D E T A I L 64 0 S F T Y P E L R I P R A P (1 8 " D E E P ) 8678 86 7 8 8677 INV: 8672.00 DIVERSION SIDE VIEW N.T.S. DOWNSTREAM DITCH: NORMAL FLOW: 5.0 CFS (0.55' DEPTH) 100-YR FLOW: 6.8 CFS (0.74' DEPTH) UPSTREAM DIVERSION: 8.3 CFS TO POND OVERFLOW 6.8 CFS FLOW TO DITCH 0.19' DEPTH 12" WIDE x 1.38' TALL CUT OFF WALL IN POND 30'1' .5 ' 1. 8 8 ' 1. 3 8 ' DITCH WEIR EL = 8676.57' B.O.FTG = 8675.40' POND OVERFLOW WEIR = 8677.45' 47OF FOR AND ON BEHALF OF TOPKNOT ENGINEERING: T H E D R A W I N G A N D W R I T T E N M A T E R I A L H E R E I N C O N S T I T U T E O R I G I N A L W O R K O F T H E E N G I N E E R , A N D A S I N T E L L E C T U A L P R O P E R T Y A N D I N S T R U M E N T S O F S E R V I C E A R E S U B J E C T T O C O P Y R I G H T A N D M A Y N O T B E R E P R O D U C E D , D I S T R I B U T E D P U B L I S H E D O R U S E D I N A N Y W A Y W I T H O U T T H E E X P R E S S E D W R I T T E N C O N S E N T O F T H E E N G I N E E R . IS S U E / R E V I S I O N : CO L O R A D O LICENS E D P R O FESSIONA L E N G I N EER ANT H O N Y E. K R E M P IN 36 2 9 1 FOR A N D O N BEH A L F O F TK E E NG I N E E R I N G , LL C PROJECT: P.O.Box 2225 Granby, Colorado 80446 970.725.3310 512.200.2499 8/ 3 0 / 2 3 7 ~ 2 0 2 3 - 0 8 - 3 0 ~ I S S U E # 7 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 1 8 / 2 0 2 3 R E V I E W C O M M E N T R E S P O N S E ) 6 ~ 2 0 2 2 - 1 0 - 1 8 ~ I S S U E # 6 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 8 / 3 / 2 0 2 2 R E V I E W C O M M E N T R E S P O N S E ) 5 ~ 2 0 2 2 - 0 3 - 2 1 ~ I S S U E # 5 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L ( 1 2 / 1 5 / 2 0 2 1 R E V I E W C O M M E N T R E S P O N S E ) 4 ~ 2 0 2 1 - 1 1 - 1 8 ~ I S S U E # 4 - 1 0 0 % C O N S T R U C T I O N P L A N S F O R A P P R O V A L 3 ~ 2 0 2 1 - 0 7 - 2 3 ~ I S S U E # 3 - 9 0 % C O N S T R U C T I O N P L A N S ( G R A D I N G R E V I S I O N S ) 2 ~ 2 0 2 1 - 0 6 - 1 0 ~ I S S U E # 2 - 9 0 % C O N S T R U C T I O N P L A N S ( R E S P O N S E T O P R E L I M I N A R Y C O M M E N T S ) 1 ~ 2 0 2 1 - 0 3 - 1 0 ~ I S S U E # 1 - 8 0 % C O N S T R U C T I O N P L A N S 19008 AL P E N G L O W A T G R A N D P A R K PL A N N I N G A R E A 2 W . 1 & 2 W . 2 FR A S E R , C O L O R A D O 8 POND DETAILS R Know what's below. Call before you dig. TEMPORARY SEDIMENATION BASIN TEMPORARY SEDIMENATION BASIN AREA = 1000 SF VOLUME = 1200 CF DEPTH = 1.4" SIDE SLOPE = 3:1 BERM WIDTH 2' NO OUTLET 10' SCALE 1:10 0 END OF ROADWAY CURB RUNDOWN 110 SF TYPE VL RIPRAP (12" DEEP) END OF ROADWAY CURB RUNDOWN 120 SF TYPE VL RIPRAP (12" DEEP) FUTURE ROADWAY EXTENSION END OF ROADWAY IMPROVEMENTS DIVERSION DITCH TO ROUTE REMAINING UNTREATED PROJECT FLOW TO TEMPORARY SEDIMENTATION BASIN DIVERSION DITCH TO ROUTE REMAINING UNTREATED PROJECT FLOW TO TEMPORARY SEDIMENTATION BASIN 2' WIDE BERM ELEVATION = 8675.0 DIVERSION STRUCTURE 10' SCALE 1:10 0 P: \ 2 0 1 9 \ 1 9 0 0 8 G P W i l l o w s M F \ 1 9 0 0 8 G P W A C I V I L . d w g , P O N D D E T , 8 / 3 0 / 2 0 2 3 9 : 4 1 : 3 9 P M , A R C H f u l l b l e e d D ( 3 6 . 0 0 x 2 4 . 0 0 I n c h e s ) , 1 : 1 , T K Terracina Design 30-Sep-22 GRAND PARK MEADOW  Planning Area Planning Area  Acreage Lodging Units Commercial  Sq.Ft. Density Transfer Density Conversion Lodging Units Commercial  Sq.Ft. Platted In‐Process Remaining Reserve Detached Attached Comments Comments Detached Attached  1Wa 30.3 230 300 140,000 230 300 140,000 0 230 1Wb 5.9 40 40 0 40 2W 33.8 150 100 278 30,000 150 109 278 30,000 55 204 0 3Wa 8.2 95 ‐27 detached units (to 4w) 68 68 0 3Wb 11.8 50 30 50 30 57 23 3Wc 12.0 60 70,000 Converted 21 Attached to  Detached 21 44 70,000 65 0 4W 11.2 100 105,800 130 105,800 84 46 5W 17.1 70 30 ‐5 detached units (to 3Wc)  ‐ 9 attached units (to 2W)  ‐ 3 attached units (to 4w) 65 18 70 13 13 23W (Golf/OS) 161.5 0 Subtotal 270 685 286 669 Grand Park  Meadow Total 291.8 578 345,800 578 345,800 399 204 352 13 GRAND PARK WEST Planning Area Planning Area  Acreage Lodging Units Commercial  Sq.Ft. Density Transfer Density Conversion Lodging Units Commercial  Sq.Ft. Platted In‐Process Remaining Reserve Detached Attached Comments Comments Detached Attached  6W 4.0 00 7W 37.4 50 90 50 90 0 140 8Wa 58.2 83 110 83 110 0 193 8Wb 9 40 40 0 40 9W 23.8 33 73 200 20,000 33 73 200 20,000 0 13 106 10W 40.8 40 134 350 30,000 40 134 350 30,000 0 95 174 11W 16.1 10 31 50 10 31 50 0 29 41 12W 26.5 92 100 92 100 0 92 13Wa 21.7 40 40 0 40 13Wb 37.7 40 40 0 40 14W 72.1 117 117 0 117 15W* 26.4 12 12 0 12 16W* 92 90 90 0 90 17W* 121.8 120 120 0 120 18W 24.2 61 61 0 61 19W 47.4 40 70 40 70 0 110 20W 40 26 56 26 56 0 82 21W 13.4 20 30 20 30 0 50 23W (Golf/OS) 306.6 00 Subtotal 782 726 782 726 Grand Park  West Total 1,019.1 700 50,000 700 50,000 0 137 1,508 0 GRAND TOTAL Planning Area Planning Area  Acreage Lodging Units Commercial  Sq.Ft.Density Transfer Density Conversion Lodging Units Commercial  Sq.Ft. Platted In‐Process Remaining Reserve Detached Attached Comments Comments Detached Attached  Subtotal 1,052 1,411 1,068 1,395 TOTAL 1,310.9 1,278 395,800 1,278 395,800 399 341 1,860 13 PDDP Residential Units PDDP Residential Units 2,463 2,463 Grand Park Development Approvals 2005 PDDP - Grand County Reception # 2005-012709 PDDP Residential Units PDDP Residential Units 1,508 1,508 Planning Area Approved Density Prior to Transfer Transfer/Conversion Approved Density after Transfer/Conversion Residential Residential Planning Area Approved Density Prior to Transfer Transfer/Conversion Approved Density after Transfer/Conversion Residential PDDP Residential Units 955 Approved Density Prior to TransferPlanning Area Transfer/Conversion Approved Density after Transfer/Conversion PDDP Residential Units 955 f~ GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO r; u i"~ u i~ 1 ry \;~j~: /1 \ I 2\ ~ i ' ---:.::;-) I \< ~\ I :,h-, (/ II;)! \\ \ "\ - ". \ (i-"', j/ It ./ c. / 215\!~ :1"'/' 14~' H!!.';" ((\"" 11' 13 j- 18 \\ i \, ',17 --'. ._ j- 16.:::, '1, I I 15 ~>#. /' 1/ Jj~,' ;:;( I\'\'"~ - "',0..; '\ ,~) _ --...... --: ,> '( 11 I" :'1 ' ~'~ ,. . ': L" \ .. ",I" , , '., , 'i .__-___..J "-,\) "\ Ir' :'1' .._~\~-" \ ,,:'j:\ ::": II \,'~ '.v'-" _ .,,-.) \ ',\ f j i 1'1' ,: t'" ..' 1,\--..-.\ 1'1 ',.\ \ Y' , 1'/ 1 / \; fi / " \ \ . \, /1 ~. ,. ------ I ~ ~ ------ \ ;11 ,: I' I';l-:S ',I i ' r ',I 'j_:'- _. _' 0<'. . '~' ___',_ ~~:. ":~ '\ , I, ~_ I r'.,"/ / '".< j" '" - .,:~: .J. L i I i /. '--------. I - .......v.. . I' \ " 'I \ O; C~~' I;~'i ,~:= \ ! / '; ,..... +':~-. ';~~ ~a~~;~i~~\ . ~ , ~. :'~+=::--+ pl;;~. -"~:~~. l.. -Ra~}~~\.<\~- Ji ' o,~~ I--- ,'II.~I.',.., ..>., .'~-.'.,,-./'-/,'[!.:~~,.A.:';%:r-\R:'':.:': ('.' \ \'-"-',) "'..... ./'". s;-:--','!.'....:.~~ I r' " ,- r-!.nn~ \ " '\.~.. i .~>- -v' l /:; ,_....:<;.?... I~ ':~'--p' ", .,,",' ...... : /. r=~":::..:.; --,: ( i--", , ' . v---. .: ,,,! if 1I ...... . ~. ..' ,I . ( ,1<"H~.~l":,,:,,,"'~ -:~'. I " ' ,,' I ' -./ \ 'I '~-----......' 23.... '.: I 24 ,~- ---.-----'"" --~~.:;'~~--~,~ "-', ',. 20 (- 21 "- \ ': / 22" l .',,- 22~, I" ..", ~ I ~/ , 6~" 19 ..~ \~, ~^ ': '-------,.../~., \',,---~ 1I ' , .. --.. . /' , . \. .......j-, . . , I\'~)I" .... j('"". \. .~/. ." " \. \S I "'''"'- U~~d ../ -7 i < J ~ ~ U> \~\ I C I I /q,~ ..... ~ \..,' ~ \ I .' ~I -y /.- i. I '-------.. ,''''~ ...... - ," 0 :-... ----------.., ".\ "\ ----...1 /r ... C""'''1'., " --- ;, I<~ \ /: ... ' J'.,:J/ ~ 'I' -./7 i~.,.) : / \ ) 1\ 1 ' 0 \ \ ~" ,",,~ l' . ..- _ - - ---J - -+- i/ : ,,\ ' f "....:/ ~~/ II ., ~'~ ')\ . Jl V ~ L:"~ - I)"~ I' '" :? ' r .. : ';""... \ I / .... ~.~ -:: 'Il",', ;., .,."--.., \ ", -------' :' / . ~~ 1-; I 1/ .;' / . - 1.1 'c..n'--~ 1 . , I" f' T ---.:liK~ liffisiiAiil 71 - -'.: ... .~-'" rr A ~! ...~.':..:. > ~". o (. I, \~~, ,~ I I \; / /~ I, ' " /.~~... '. "'. .-....MlIf):\.a1e '...~~~.,." ,,.,. " j"'L I <</ I . .' ol" l-" . J" ,"''' 0 ". I'" '\ "I"~" '''-,:'(.;- ,I I ~ \ ( I ~ I'V .... . ,,\ -: " ~'.. \ \\ '- \ "-- J::.'.. i..i..............~,,!.~--;'",,'\ '_'X/~~ "'.2,.-------.,,- 30 . / . \. ! J~ 1/ '\ 28,\ i I! ,:,:-: 27 -.., .... '-., I / / \ \ ;::, t 0 I ...., I ",.- . ,____ \ ~ .- ; \ . ' '\ I 5: I \. \ \ ~:/ I " ) ,/ --,./ ~ (I \ (I ',.. \ ~" h, .. '. ,:" , ! . I , j/. i ')'" ' . . . , ,~ " ~ ,,'., ","':'--' .. ..' 11 ., ',,' .i /07 :JI "''Ib'' i le::::;\ '. , ;' . " \. :i < ".'. " '-"'(c'," , ", i: '. \ ", I,' I // . (I I I ~ ~ / -" : -'- ~ "." '-. \. Ii" \ I' l' : / / :~': I I: I ': If. ,.. J " - .... \ '\ '--------' ( : '~.. n 1/ I : a j / :, ,,\ I <> _i! ': '. \ \"\ (' , '" , ,0...., y '>ll",",', I 'I I __. . I, . Ii ...~ iJ \ Y /' J"----/ / I. r) / '; GRAND. PJ\RK i " ;." /:.\ . : " 1 ,.' ,,\ 7 "~ I L.f.__, Y/ \ /' / i ':, I '.: i!:' '"' I i ';\ ! ~ fOWN"OF / / i\ I . i 1- - tl' i, r. "', "^" I'~\{Eg": 1...- :,~ l_< ,".f, \, 1/. _- ; .' I " '!IV I't{, . P kr' \ 1',,1 J I] .'. j /' /------ \ / i' '\ ~-- "-...... I'" I .: ( .----"/ ~. /~:A'\:~":' ( wa\ ar . t.,:~ -- -~ - /. / /;;:;;.~ '. '-./ ,: 1 -----/ ./ I 1 / \ - -~ I I' \ /....-------- ,. ':,:~".Ii.f:. :f"\N:: f-- # o' I' /' i ~~, I.' "c.m ...' 34 ~\-J \ 35 ____-' i /./ 36 l" (~. 1\ '. 1, _/ ;.} . ___ P~g/ \,~.; /., . 33 i.\-" \ / . '] / r 3~ /"'w~ /f~~u_ 1 / \ ..., \:'1 'X) . ..\ (, /, ',- !! '1" .J;( "l\. to, I /, I ), ' I I . ' . .. 1.'" f I '.' . \ ~ I / ,'" ' ) " I / ': !, : il '\ i I~' . '~J I' I' ------, '. \' --:,.' I .:; '~ 1 /' 1-. .. a<..,----t------- ( .. \ Ii: 0('.... l ..(..... ",..., ..., -----, ....". ~.--.>...", '------, 1, /i \ I~' ./ I' ",' J" ...' )) ," ...~ \ '., """ --- I '-'-. '\ -C1~!:---1 r .-' I "..~, __---/ 1"'-- 1 ,'.~ :=1>:: ---.." ,.,~\ (~/,,~,'---\ 1" '(I)~ ',' \1-""J;;' ~~~Z.:.-~.~ l; ~ ( . '~'t~> .::::::::-'~' ~.~ I' 1 '/ I"~ ----------:...)..::'.: '~/l"" I' . - \:~ i, ~ J______" ~'." I..!!-'; J'-.- ')-;,'" ,~....._~ ,,'- I --- ~ .. '. ". I . U."'" ., '" I'" , / I . -- c' (7' i \'--' '-1, ~ o' --..... -~ . / # . L...:;-:-, I ,_________/.~ -', r --1,'/ ---------- . I. ("",' ~~ 6" ________ ,I' I - J ..,r I! 1'~74~ 1 !>J"~ - 1 ( : I 'f \+- - _ 1__ . I I nlRW lIOLJ"lIAl}t; -:--"-, -:/- _.-........- m II $. '-. + A // -- _ . I ' ( / ~, ' ...... 'l>' I ' ---- ~ \i'\-..." \ ) .#.--/ - ." '~.....-----" ) F' ___ I : 1 I J' ~;/ -- --. 2: I \ .J, , " 1I \ .~ , ... . / ,.,./ , <I' ... ,/) I " ; \,' __________, /: \.:' . , 0 , " C:::::J 'h I0 . 'I I ': y . . , , '\ \ \ \.;;' ~/ i;/' ~/ 1\ ' j'---' I " : I / f} 1:;1 r---------- ).\,,-,'---:-' \, :!~ >I~I/>"--.' ,,(~./' ~ \! i' I,' .^,"\' , \', ,., ,u.,\'"'\ ", ..... J:~: ( l( ~// ,-,>' i-'.,.:. ':, \' =; (( ~ I: (~.:;) \.\ \(,/ ('"f '\ - J '\"'\ \ /'] .~'...;,)/:<;:--,' ./!', ",;;-/ /<\'-~"'\ i ,.-)/ ~'ut / :(.---\;.r () a..~\~,,:&.~.\~ "--)\.~. "'-" ~ 1 /' I -,...".,:.::./ "--:::.:---.- .., ,\ 'v' ," l' \'" /;~ I;) 1;\ I \.. \." \,', ~;.~, -___... ~.c-.:;:'i"~l..--::::- o"l.'" _______________~. '..""...vlJ" " II I I, .' .~ \; \ " \', ~ ~ "-'-.. .. \ .~"-: / j. "",.' ',/. /', '.' 11/ . --- ;0. , 0" )" '. '" '----4"""''''' ./. /' 1\ ,_\~.,.~~' '''1'''/ / ~ '-- --....... '.~., (/ ,./.# \!/: ~\~: / "Cl~)-~'#~.:' ...., -!..P~~"" z:".~''- /. ~.\ .l' ..;,.~$/ ~ \" ' .. <i' "'.?/: =1; I ^' ..,,~:.t'~' ;:-.. \..r-------;, -----..,; I ~ r --'-../ ",' l,.. l: 1'.; . 0 ~/. : ''-'. r ,'. ....<",r ~ ~~ ( .. dol::,""\ \ I ''.\ \ I ./ ~. I ~.~.':-':- ~ - :', f .:_....~. '" '... '~"'-' ..c~,; \ ,\ ~ -i", I ::: ~ ~", \ . ~ u... / i lJ5"i .O'~..~. { rr.., ,. I '----\ ~':t~-'" ._~ ""~., ~.. 't~ w..,;';; ~.~.I ..... '-- "~ ,. t--"=; 1 \ /~ ..," ;!, ?' >--\ , ".:~,.:,:"""",S"', .~ I ,\-..,\ I h ,. .--~.,---- '. 1 ._"~'r> ~ 1",1' / - --------" ,.p"". ..".~\ "..:--.. I ~ I ( I 1 ..'j,-.--.......-,..\ / J, ;.,...~, 0 " ,,:., ------ \ /" ,4r'JOl>J ~."':r""'~-" ~,..."l> . I '\ I , \ "'~'-'", ro" ..... b \ ,,': (' ----- /.~;'Cf ..... I \' ':., '. Q : .." II '-.' " p - --- ':',i \ /" 7. " I.' ....-- m", "'::~L'X-' \I"~~C' I ' \ \ --- I' , . I .,... I' 'v. ;:<-- $' I iUJJ~ j' I! . ~., .,~ ~ 1 . V '----... f\ j~ ) r /,/.to 'Il '-------........ ' , I'-".I~:~-~:'/ ~{.. ". t\"~~ .---/ ' 1'/l.T I IJ _J\ " ji~~'~>~~\\. Wu'!'" .,./ // G 0.... ----.\ J,' ) ,/' _ ....!.-~ ! "2< I -.-~"..~'_<)" / .~. /';r " I :.....-;- :.;'~~" ~.~.~. "'~0-.PUf{ VICINITY MAP 0 1500 3000 6000 VEYOR'S CERTIFICATION: Certifica I a surveyor insuring the accuracy of the survey and plan and certifying that he complied with tli uirements of Colorado Revised Statutes, 1973, Title 38, Article d the requirements of these r tions in the preparation of the plan, to be in subs a Iy the following form: I, , a duly registered land s or in the State of rado, do hereby certify that this plan of Grand Park truly and correctly represe e s of a survey made by me or under my direction, and that said plan complies with the Ire s of Title 38, Article 51, Colorado Revised Statutes, 1973, and that the monume quired by said Sta and by the Town of Fraser Subdivision Regulations have been place e ground. CERTIFICATE FOR APPROVAL BY THE PLANNING CO'MMISSION: The Planning ComgJission of the Town of Fraser, Colorado does hereby authorize and approve this plan. Approved thisXday of NOV1V1l3gR'> <iLcJ05. ulson, Planning Commission Chairperson CERTIFICATE FOR APPROVAL BY THE TOWN BOARD: Approved and all public dedications accepted this r-J"''day of NWEM8.EJ<..:1;'yihe Fraser Town Board. The Town of Fraser does not assume any responsibility for the correctness or accuracy of any information disclosed on this plan nor any representations or information presented to tile Town of Fraser which induced the Town to give this certificate. BY: .2J.':5-.<::1J\ M Fran Cook, Mayor, Town of Fraser i: t; i: t:: U c;; NORTH SCALE: 1"=3000'.0" i: l' . SHEET INDEX COVER SHEET 1 OF 11 LEGAL DESCRIPTION 2 OF 11 LAND USE & 3 OF 11. DEVELOPMENT NOTES SITE ANALYSIS 4 OF 11 PLANNING AREA COMPARISON 5 OF 11 LAND USE PLAN 6 OF 11 PRELIMINARY 7 OF 11 SEWER PLAN PRELIMINARY 8 OF 11 WATER PLAN PRELIMINARY 9 OF 11 GRADING PLAN CONCEPTUAL 10 OF 11 DRAINAGE PLAN MASTER ROADWAY PLAN 11 OF 11 d.OOS-~I~'O~ STATE OF COLORADO } SSCountyofGRAND Filed % fecord this ~ day of ~1r~lJ~5 at 4',1'1 tj o'clock_M. Recorded in Book Page_ Deputy OWNER Comerstone Winter Park Holdings, LLC 47 Cooper Creek Way Suite 321A Winter Park, CO 80482 970)726-8600 PLANNER Gage Davis Associates 475 W 12th Avenue Suite E Denver, Colorado 80204 303) 893-4288 ENGINEER/SURVEYOR Carroll and Lange 46 Cooper Creek Way Suite 328 Winter Park, Colorado 80482 970) 726-8100 Fees sJLI ~ AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN COVER SHEET DATE: JUNE 16, 2005 SHEET 1 OF 11 DEDICATION AND NOTARY CLAUSE:GRAND PARK 2. THENCE SOUTH 65'12'18" EAST, A DISTANCE OF 297.56 FEET TO A POINT ON A CURVE; 3. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 03'38'10", A RADIUS OF 2794.80 FEET, AN ARC lENGTH OF 177.37 FEET, AND A CHORD THAT BEARS SOUTH 61'12'08" EAST; 15. THENCE SOUTH 52'49'30" WEST, A DISTANCE OF 77.31 FEET TO A POINT OF SPIRAL CURVATURE; 16. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 175.92 FEET, THE CHORD OF WHICH BEARS SOUTH 55'22'51" WEST A DISTANCE OF 175.79 FEET TO A POINT OF CURVATURE; 17. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 131'31'00", A RADIUS OF 616.03 FEET, AN ARC lENGTH OF 1414.05 FEET, AND A CHORD THAT BEARS NORTH 53'55'00" WEST TO A POINT OF SPIRAL CURVATURE; 1. THENCE SOUTH 00'34'43" EAST, A DISTANCE OF 274.97 FEET~O THE SOUTHWEST CORNER OF SAID PARCEL; 2. THENCE NORTH 89'47'13" EAST, A DISTANCE OF 197.45 FEET TO A POINT ON A CURVE ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE UNION PACIFIC RAilROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF.WAY LINE THE FOLLOWING TWENTY-TWO (22) COURSES: 1. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 127"33'14", A RADIUS OF 816.03 FEET, AN ARC lENGTH OF 1816.69 FEET, AND A CHORD THAT BEARS SOUTH 55'53'53" EAST TO A POINT OF spiral CURVATURE; 2. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 202.10 FEET, THE CHORD OF WHICH BEARS NORTH 55'32'08" EAST A DISTANCE OF 201.94 FEET; 3. THENCE NORTH 52'49'30" EAST, A DISTANCE OF 77.31 FEET TO A POINT OF spiral CURVATURE; 4. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 175.92 FEET, THE CHORD OF WHICH BEARS NORTH 55'22'51" EAST A DISTANCE OF 175.79 FEET TO A POINT OF CURVATURE; 5. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 80'35'20", A RADIUS OF 616.78 FEET, AN ARC lENGTH OF 867.53 FEET AND A CHORD THAT BEARS SOUTH 79'22'50" EAST TO A POINT OF spiral CURVATURE; PLANNED DEVELOPMENT DISTRICT PLANj o l KNOW All MEN BY THESE PRESENTS: THAT CORNERSTONE WINTER PARK HOLDINGS llC, JEFFREY R. JOHNS, FRANK J. JOHNS II, WilLIAM A. JOHNS, DAVID M. JOHNS, CHRISTOPHER JOSEPH JOHNS, PHILIP ALAN JOHNS AND CATHERINE ELAINE HAZLlTT ARE THE OWNERS OF THE REAL PROPERTY SITUATED IN THE TOWN OF FRASER, GRAND COUNTY, COLORADO, MORE FUllY DESCRIBED AS FOllOWS: 9. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 23'11'00", A RADIUS OF 2764.93 FEET, AN ARC lENGTH OF 1118.76 FEET, AND A CHORD THAT BEARS NORTH 45'40'40" WEST TO A POINT OF SPIRAL CURVATURE; 10. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 235.64 FEET, THE CHORD OF WHICH BEARS NORTH 32'29'48" WEST A DISTANCE OF 235.62 FEET; GRAND PARK - NORTH PARCEL: 11. THENCE NORTH 31'35'10" WEST, A DISTANCE OF 476.10 FEET TO A POINT OF SPIRAL CURVATURE; 12. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 202.10 FEET, THE CHORD OF WHICH BEARS NORTH 34'17'48" WEST A DISTANCE OF 201.94 FEET TO A POINT OF CURVATURE; 13. THENCE ALONG THE ARC OF A CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 80'35'20", A RADIUS OF 816.78 FEET, AN ARC lENGTH OF 1148.83 FEET, AND A CHORD THAT BEARS NORTH 79'22'50" WEST TO A POINT OF SPIRAL CURVATURE; 14. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 202.10 FEET, THE CHORD OF WHICH BEARS SOUTH 55'32'08" WEST A DISTANCE OF 201.94 FEET; A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADOPARTSOFSECTIONS20, 28, AND 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOllOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20 AND CONSIDERING THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20 TO BEAR NORTH 89'47'06" EAST WITH All BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE NORTH 89'47'06" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 1316.72 FEET TO THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20; THENCE NORTH 89'47'06" EAST, ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20, A DISTANCE OF 472.44 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 40; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE THE FOllOWING ELEVEN (11) COURSES: THENCE ALONG THE NORTHERLY AND WESTERLY BOUNDARY OF SAID TRACT "A" THE FOllOWING THREE (3) COURSES: 1. THENCE SOUTId 74'12'26" WEST, A DISTANCE OF 179.91 FEET; 2. THENCE SOUTH 15'39'20" EAST, A DISTANCE OF 506.94 FEET; 3. THENCE SOUTH 18'59'30" EAST, A DISTANCE OF 27.08 FEET TO A POINT ON A CURVE ON THE NORTHERLY RIGHT-OF-WAY LINE OF KING'S CROSSING ROAD, RECORDED AT RECEPTION NO. 96007615 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE THE FOllOWING TEN (10) COURSES: 1. THENCE ALONG THE ARC OF A NON.TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 30'07'57", A RADIUS OF 167.31 FEET, AN ARC lENGTH OF 87.99 FEET, AND A CHORD THAT BEARS SOUTH 63'58'11" WEST; 2. THENCE SOUTH 86'20'17" WEST, A DISTANCE OF 112.25 FEET; EXCEPT THAT PORTION THEREOF DESCRIBED UNDER RECEPTION NO. 95004884 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER, BEING MORE PARTICULARLY DESCRIBED AS FOllOWS: THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, DESCRIBED AS FOllOWS: . 9. THENCE SOUTH 31'35'10" EAST, A DISTANCE OF 269.65 FEET TO A POINT OF spiral CURVATURE; 10. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 244.37 FEET, THE CHORD OF WHICH BEARS SOUTH 32'30'31" EAST A DISTANCE OF 244.35 FEET TO A POINT OF CURVATURE; 11. THENCE ALONG THE ARC OF A CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 23'11'00", A RADIUS OF 2964.93 FEET, AN ARC lENGTH OF 1199.69 FEET AND A CHORD THAT BEARS SOUTH 45'40'40" EAST TO A POINT OF spiral CURVATURE; 12. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 69.78 FEET, THE CHORD OF WHICH BEARS SOUTH 57"50'51" EAST A DISTANCE OF 69.77 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29; 13. THENCE SOUTH 00'31'17" EAST, ALONG SAID WEST LINE, A DISTANCE OF 14.78 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29; 14. THENCE NORTH 89'50'34" EAST, ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29, A DISTANCE OF 23.94 FEET TO A POINT ON A SPIRAL CURVE; 15. THENCE ALONG THE ARCS OF A NON-TANGENT 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 148.38 FEET, THE CHORD OF WHICH BEARS SOUTH 59'22'36" EAST A DISTANCE OF 146.37 FEET; 6. THENCE SOUTH 44'39'10" WEST, A DISTANCE OF 63.95 FEET; 7. THENCE SOUTH 51'11'35" WEST, A DISTANCE OF 55.49 FEET; 8. THENCE SOUTH 43'50'24" WEST, A DISTANCE OF 604.08 FEET; 9. THENCE SOUTH 30'10'40" WEST, A DISTANCE OF 671.02 FEET; 10. THENCE NORTH 89'48'38" WEST, A DISTANCE OF 92.16 FEET; 11. THENCE SOUTH 19'14'13" WEST, A DISTANCE OF 80.30 FEET; 12. THENCE SOUTH 06'02'32" WEST, A DISTANCE OF 394.74 FEET; 13. THENCE SOUTH 03'36'42" WEST, A DISTANCE OF 437.81 FEET; 14. THENCE SOUTH 17'18'39" EAST, A DISTANCE OF 157.29 FEET; 15. THENCE SOUTH 20'07'03" WEST, A DISTANCE OF 274.30 FEET TO THE SOUTHWEST CORNER OF SAID lELAND CREEK SUBDIVISION, SAID POINT ALSO BEING ON THE CENTERLINE OF lELAND CREEK; THENCE ALONG THE CENTERLINE OF lELAND CREEK THE FOllOWING ELEVEN (11) COURSES: 1. THENCE SOUTH 20'07'03" WEST, A DISTANCE OF 226.86 FEET; j, o r: g: o 5J 4. THENCE SOUTH 57"10'01" EAST, A DISTANCE OF 38.65 FEET; 5. THENCE SOUTH 57"35'34" EAST, A DISTANCE OF 255.30 FEET; 6. THENCE SOUTH 57"07'20" EAST, A DISTANCE OF 1432.95 FEET; 7. THENCE SOUTH 56'31'19" EAST, A DISTANCE OF 348.65 FEET TO A POINT OF CURVATURE; 8. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 15'43'30", A RADIUS OF 1366.40 FEET, AND AN ARC lENGTH OF 375.01 FEET; 9. THENCE SOUTH 40'47'49" EAST, A DISTANCE OF 1958.86 FEET TO A POINT OF CURVATURE; 10. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 22'49'33", A RADIUS OF 2798.79 FEET, AND AN ARC lENGTH OF 1114.99 FEET; 11. THENCE SOUTH 18'01'25" EAST, A DISTANCE OF 486.54 FEET TO A POINT ON THE NORTH LINE OF TRACT "A", REGIS-MARYVAlE, INC. SUBDIVISION EXEMPTION, RECORDED AT RECEPTION NO. 280227 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER; 18. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 175.92 FEET, THE CHORD OF WHICH BEARS NORTH 16'47'09" EAST A DISTANCE OF 175.79 FEET; 19. THENCE NORTH 19'20'30" EAST, A DISTANCE OF 139.30 FEET TO A POINT OF SPIRAL CURVATURE; 20. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 202.10 FEET, THE CHORD OF WHICH BEARS NORTH 16'37'52" EAST A DISTANCE OF 201.94 FEET TO A POINT OF CURVATURE; 21. THENCE ALONG THE ARC OF A CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 78'42'00", A RADIUS OF 816.78 FEET, AN ARC lENGTH OF 1121.91 FEET, AND A CHORD THAT BEARS NORTH 27'30'30" WEST TO A POINT OF SPIRAL CURVATURE; 22. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC LENGTH OF 112.35 FEET, THE CHORD OF WHICH BEARS NORTH 70'00'51" WEST A DISTANCE OF 112.30 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20; THENCE NORTH 00'06'44" WEST, ALONG SAID WEST LINE, A DISTANCE OF 135.49 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINS A TOTAL AREA OF 12,972,836 SQUARE FEET OR 297.82 ACRES, MORE OR lESS. 6. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 97.85 FEET, THE CHORD OF WHICH BEARS SOUTH 35'43'11" EAST A DISTANCE OF 97.81 FEETTO A POINT ON THE WEST LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29; 7. THENCE SOUTH 00'28'15" EAST, ALONG SAID WEST LINE, A DISTANCE OF 241.71 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29; 8. THENCE SOUTH 89'54'21" EAST, ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29, A DISTANCE OF 147.71 FEET; 1. THENCE SOUTH 66'36'51" EAST, A DISTANCE OF 423.42 FEET; 2. THENCE SOUTH 25'22'56" WEST, A DISTANCE OF 432.01 FEET; 3. THENCE SOUTH 70'17'58" WEST, A DISTANCE OF 525.61 FEET; 4. THENCE SOUTH 87'10'33" WEST, A DISTANCE OF 30.53 FEET; 5. THENCE SOUTH 87"10'32" WEST, A DISTANCE OF 95.38 FEET; 6. THENCE SOUTH 87'14'57" WEST, A DISTANCE OF 205.49 FEET TO A POINT ON A CURVE; 7. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 09'34'18", A RADIUS OF 170.00 FEET, AN ARC lENGTH OF 28.40 FEET, AND A CHORD THAT BEARS NORTH 78'46'18" WEST TO A POINT OF COMPOUND CURVATURE; SAID EXCEPTION PARCEL CONTAINS AN AREA OF 217,802 SQUARE FEET OR 5.00 ACRES, MORE OR lESS. SAID WEST MOUNTAIN - NORTH PARCEL CONTAINS A NET AREA OF 12,755,034 SQUARE FEET OR 292.82 ACRES, MORE OR lESS, AFTER EXCEPTION. 16. THENCE SOUTH 59'48'10" EAST, A DISTANCE OF 217.82 FEET TO A POINT OF spiral CURVATURE; 17. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 175.91 FEET, THE CHORD OF WHICH BEARS SOUTH 57"12'49" EAST A DISTANCE OF 175.79 FEET TO A POINT OF CURVATURE; 18. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRALANGlE OF 36'53'00", A RADIUS OF 616.78 FEET, AN ARC lENGTH OF 397.04 FEET AND A CHORD THAT BEARS SOUTH 33'49'40" EAST TO A POINT OF spiral CURVATURE; 19. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 175.92 FEET, THE CHORD OF WHICH BEARS SOUTH 10'26'31" EAST A DISTANCE OF 175.79 FEET; 20. THENCE SOUTH 07"53'10" EAST, A DISTANCE OF 102.74 FEET TO A POINT OF spiral CURVATURE; 21. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 202.10 FEET, THE CHORD OF WHICH BEARS SOUTH 10'35'48" EAST A DISTANCE OF 201.94 FEET TO A POINT OF CURVATURE; 4. THENCE SOUTH 47'49'46" WEST, A DISTANCE OF 390.04 FEET; 5. THENCE SOUTH 69'00'04" WEST, A DISTANCE OF 953.80 FEET; 6. THENCE SOUTH 27"44'49" WEST, A DISTANCE OF 424.85 FEET; 7. THENCE SOUTH 00'32'15" EAST, A DISTANCE OF 503.48 FEET; 8. THENCE SOUTH 04'06'12" WEST, A DISTANCE OF 260.82 FEET; 9. THENCE SOUTH 27"57'15" WEST, A DISTANCE OF 390.36 FEET; 10. THENCE SOUTH 49'32'25" WEST, A DISTANCE OF 1167.38 FEET; 11. THENCE SOUTH 39'16'24" WEST, A DISTANCE OF 361.62 FEET TO A POINT ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 31; THENCE SOUTH 01 '27'35" EAST, ALONG SAID EAST LINE, A DISTANCE OF 38.01 FEET TO THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 31; THENCE SOUTH 89'09'28" WEST, ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 31, A DISTANCE OF 2658.97 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINS AN AREA OF 44,347,263 SQUARE FEET OR 1018.07 ACRES, MORE OR lES 0' 3. THENCE SOUTH 89'01'35" WEST, A DISTANCE OF 129.25 FEET; COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20 AND CONSIDERING THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20 TO BEAR SOUTH 00'16'02" EAST; THENCE SOUTH 00'16'02" EAST, ALONG SAID WEST LINE, A DISTANCE OF 582.71 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89'43'58" EAST, A DISTANCE OF 333.77 FEET; THENCE SOUTH 00'16'02" EAST, PARAllEL WITH THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20, A DISTANCE OF 652.55 FEET; THENCE SOUTH 89'43'58" WEST, A DISTANCE OF 333.77 FEET TO THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20; THENCE NORTH 00'16'02" WEST, ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20, A DISTANCE OF 652.55 FEET TO THE POINT OF BEGINNING; GRAND PARK - SOUTH PARCEL: 22. THENCE ALONG THE ARC OF A CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 19'32'02", A RADIUS OF 816.78 FEET, AN ARC lENGTH OF 278.46 FEET AND A CHORD THAT BEARS SOUTH 25'09'11" EAST TO A POINT ON THE CENTERLINE OF lELAND CREEK; THENCE SOUTH 04'29'43" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 9.92 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF OLD KING ROAD, RECORDED IN FilE NO. 0080 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER; THENCE ALONG THE NORTHERLY, WESTERLY AND SOUTHERLY RIGHT-OF-WAY LINES OF SAID OLD KING ROAD THE FOllOWING ELEVEN (11) COURSES: By: C. Clark Lipsco Vice President o g: o l 8. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 26'15'28", A RADIUS OF 328.18 FEET, AN ARC lENGTH OF 150.40 FEET, AND A CHORD THAT BEARS NORTH 60'51'25" WEST TO A POINT OF REVERSE CURVATURE; 9. THENCE ALONG THE ARC OF A CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 71 '49'08", A RADIUS OF 226.49 FEET, AN ARC lENGTH OF 283.90 FEET, AND A CHORD THAT BEARS NORTH 83'38'15" WEST TO A POINT OF COMPOUND CURVATURE; State of Colorado ) ss. County of GrIA ,,~) 10. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 16'18'47", A RADIUS OF 830.30 FEET, AN ARC lENGTH OF 236.40 FEET, AND A CHORD THAT BEARS SOUTH 52'17'48" WEST TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 28; THENCE NORTH 00'11'18" WEST, ALONG SAID WEST LINE, A DISTANCE OF 44.03 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 28, SAID POINT ALSO BEING ON THE EASTERLY BOUNDARY OF KING'S CROSSING SOLAR TOWNHOMES, RECORDED AT RECEPTION NO. 177402 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER; THENCE ALONG THE EASTERLY, NORTHERLY AND WESTERLY BOUNDARY OF SAID KING'S CROSSING SOLAR TOWNHOMES THE FOllOWING FOUR (4) COURSES: 1. THENCE NORTH 00'17'11" WEST, ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 28, A DISTANCE OF 314.75 FEET; 2. THENCE SOUTH 89'40'36" WEST, A DISTANCE OF 180.15 FEET; 3. THENCE SOUTH 02'36'57" EAST, A DISTANCE OF 145.06 FEET; 4. THENCE SOUTH 51'23'03" WEST, A DISTANCE OF 101.44 FEET TO A POINT ON A CURVE ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE UNION PACIFIC RAilROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE THE FOllOWING TWENTY-TWO (22) COURSES: 1. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 20'23'06". A RADIUS OF 616.78 FEET, AN ARC lENGTH OF 219.44 FEET, AND A CHORD THAT BEARS NORTH 25'34'43" WEST TO A POINT OF SPIRAL CURVATURE; PARTS OF SECTIONS 29, 30, 31, AND 32, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOllOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 31 AND CONSIDERING THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 31 TO BEAR NORTH 00'55'33" WEST WITH All BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE NORTH 00'55'33" WEST, ALONG SAID WEST LINE, A DISTANCE OF 2648.34 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 31; THENCE NORTH 00'56'49" WEST, ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31, A DISTANCE OF 1319.87 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31; 1. THENCE NORTH 61'02'11" WEST, A DISTANCE OF 127.21 FEET; The foregoing instrument was acknowledged before me this ;) I day of (j~+. ,2005, by C. Clark Lipscomb as Vice President on behalf of Cornerstone Winter Park Holdings LLC, a Colorado limited Iiablilty company. WITNESS my hand and official seal 2. THENCE NORTH 87'01'11" WEST, A DISTANCE OF 88.64 FEET; 3. THENCE SOUTH 44'28'49" WEST, A DISTANCE OF 232.36 FEET; 4. THENCE SOUTH 59'28'49" WEST, A DISTANCE OF 167.84 FEET; 5. THENCE SOUTH 67'54'49" WEST, A DISTANCE OF 211.19 FEET; Notary blic My commission expires:q hi J,~ r""':""'::<"~"'-::'-:I q r\i~ARY !(p-.Y vVRAY ~ NOTARY PUBLIC g LSTATE OF ~_?.;9R~.2J M, Commission Expires 04/11/2006 2. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 175.92 FEET, THE CHORD OF WHICH BEARS NORTH 10'26'31" WEST A DISTANCE OF 175.79 FEET; 3. THENCE NORTH 07'53'10" WEST, A DISTANCE OF 102.74 FEET TO A POINT OF SPIRAL CURVATURE; 4. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 202.10 FEET, THE CHORD OF WHICH BEARS NORTH 10'35'48" WEST A DISTANCE OF 201.94 FEET TO A POINT OF CURVATURE; 5. THENCE ALONG THE ARC OF A CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 36'53'00", A RADIUS OF 816.78 FEET, AN ARC lENGTH OF 525.79 FEET, AND A CHORD THAT BEARS NORTH 33'49'40" WEST TO A POINT OF SPIRAL CURVATURE; THENCE NORTH 00'30'43" WEST, ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31,A DISTANCE OF 448.49 FEET; THENCE NORTH 43'49'27" EAST, A DISTANCE OF 1216.33 FEET TO A POINT ON THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31; THENCE NORTH 89'37'47" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 450.42 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31; THENCE NORTH 00'42'52" WEST, ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF 1317.99 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 30; THENCE NORTH 00'42'56" WEST, ALONG THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF 544.21 FEET; THENCE NORTH 89'41'52" EAST, ALONG A LINE BEING 544.20 FEET NORTHERLY DISTANT, WHEN MEASURED AT RIGHT ANGLES, AND PARAllEL WITH THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF 1307.30 FEET TO A POINT ON THE EAST LINE OFTHE NORTHEAST QUARTER OFTHE SOUTHEAST QUARTER OF SAID SECTION 30; THENCE NORTH 00'29'16" WEST, ALONG SAID EAST LINE, A DISTANCE OF 771.09 FEET TO THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 30; THENCE NORTH 00'34'39" WEST, ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 30, A DISTANCE OF 2634.72 FEET TO THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 30; THENCE NORTH 89'44'12" EAST, ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 29, A DISTANCE OF 21.27 FEET TO A POINT ON THE WESTERLY BOUNDARY OF THAT PARCEL DESCRIBED UNDER RECEPTION NO. 98003968 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER; THENCE ALONG THE WESTERLY AND SOUTHERLY BOUNDARY OF SAID PARCEL THE FOllOWING TWO (2) COURSES: 6. THENCE SOUTH 22'05'11" EAST, A DISTANCE OF 60.00 FEET; 7. THENCE NORTH 67'54'49" EAST, A DISTANCE OF 215.61 FEET; 8. THENCE NORTH 59'28'49" EAST, A DISTANCE OF 180.16 FEET; 9. THENCE NORTH 44'28'49" EAST, A DISTANCE OF 213.24 FEET; c Frank Johns, also own as Frank J. Johns II, individually and as attorney-in-fact for Jeffrey R. Johns, William A Johns, David M. Johns, Christopher Joseph Johns, Philip Alan Johns and Catherine Elaine Hazlitt10. THENCE SOUTH 87'01'11" EAST, A DISTANCE OF 47.76 FEET; i, o g: I 11. THENCE SOUTH 61'02'11" EAST, A DISTANCE OF 115.44 FEET TO A POINT ON A CURVE ON THE SOUTHERLY RIGHT-OF-WAY LINE OF FOREST TRAil ROAD, AS DEDICATED IN BOOK 222 AT PAGE 248 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOllOWING TWO (2) COURSES: 1. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 20'27'01", A RADIUS OF 876.78 FEET, AN ARC lENGTH OF 312.95 FEET, AND A CHORD THAT BEARS SOUTH 47'29'39" EAST TO A POINT OF COMPOUND CURVATURE; 2. THENCE ALONG THE ARC OF A CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 00'04'49", A RADIUS OF 962.17 FEET AND AN ARC lENGTH OF 1.35 FEET TO A POINT ON A CURVE ON THE WESTERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 308 AT PAGE 657 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER; THENCE ALONG SAID WESTERLY BOUNDARY AND ALONG THE ARC OF A NON-TANGENT CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 01'24'17", A RADIUS OF 140.70 FEET, AN ARC lENGTH OF 3.45 FEET, AND A CHORD THAT BEARS SOUTH 11'08'28" WEST TO A POINT ON A CURVE ON THE NORTHERLY BOUNDARY OF lELAND CREEK SUBDIVISION, RECORDED AT RECEPTION NO. 2004-0123316 OF THE RECORDS OF THE GRAND COUNTY CLERK AND RECORDER; THENCE ALONG THE NORTHERLY AND WESTERLY BOUNDARY OF SAID lELAND CREEK SUBDIVISION THE FOllOWING FIFTEEN (15) COURSES: State of Colorado ss.a~os -0 ,~,oqCountyofbC'&~ The foregoing instrument was acknowledged before me this l' day of October, 2005, by Frank Johns, also kni1wn.~ ..0 Frank J. Johns II, individually and as attorney-in-fact ft!r'JelfTey R. Johns, William A Johns, David M. Johns, Christopher Joseph Johns, Philip Alan Johns and Catherine Elaine Hazlitt. WITNESS my hand and official seal 6. THENCE ALONG THE ARCS OF A 100 FOOT OUTSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE lEFT HAVING A COMBINED ARC lENGTH OF 202.10 FEET, THE CHORD OF WHICH BEARS NORTH 57'03'32" WEST A DISTANCE OF 201.94 FEET; 7. THENCE NORTH 59'46'10" WEST, A DISTANCE OF 217.82 FEET TO A POINT OF SPIRAL CURVATURE; 8. THENCE ALONG THE ARCS OF A 100 FOOT INSIDE OFFSET TO A SEARLES SPIRAL CURVE TO THE RIGHT HAVING A COMBINED ARC lENGTH OF 235.64 FEET, THE CHORD OF WHICH BEARS NORTH 58'51'32" WEST A DISTANCE OF 235.62 FEET TO A POINT OF CURVATURE; 1. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 18'15'50", A RADIUS OF 880.00 FEET, AN ARC lENGTH OF 280.51 FEET, AND A CHORD THAT BEARS NORTH 48'45'23" WEST TO A POINT OF REVERSE CURVATURE; 2. THENCE ALONG THE ARC OF A CURVE TO THE lEFT HAVING A CENTRAL ANGLE OF 10'53'46", A RADIUS OF 190.00 FEET AND AN ARC lENGTH OF 36.13 FEET; 3. THENCE SOUTH 34'27'50" WEST, A DISTANCE OF 73.50 FEET; 4. THENCE SOUTH 53'30'56" WEST, A DISTANCE OF 82.14 FEET; 5. THENCE SOUTH 32'40'38" WEST, A DISTANCE OF 61.16 FEET; r~~'-f~lAR~~-'J~P..\/WRAy-~'"i1jNOTARYPUBLICh STATE OF COLOR~OJ r,l, Commission Expires 04/11/2006 Fees s-!11 ,--- AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN DATE: JUNE 16, 2005 LEGAL DESCRIPTION SHEET 2 OF 11 LAND USE AND DEVELOPMENT NOTES 1. 0- ci 2. Land Use and Development Guidelines Land use and development standards have been identified as a planning guide based on the Grand Park POD and the type, location, and extent of its land use as indicated in the plan. Planning Area 1Wb Planning Area lWb is approximately 5.9 acres located south ofthe Old Victory Road, abutting the Town of Winter Park and Kings Crossing Rd. The planning and architecture will draw from alpine ranch and townscape themes compatible with lWa. Open Space Designated open space consists of areas like the portions of the Cozens and Elk Creek meadows; Leland Creek and other appropriate open space. Additional open space is required within each planning area (see Development Standards). Minimize development disturbance and maintain hydrologic performance of the east and west fork of Elk Creek. Planning Area 2W Planning Area 2W comprises 33.8 acres on an upland on the west side of Cozens Meadow. The area is adjacent the railroad - served by the Old Victory Road and Grand Park trail system. This area has views of the Meadow and the Divide. A series of ponds and wetland related landscape may be utilized to transition to the pasture condition of the Meadow. The architecture will draw from traditional forms and materials of lodges and residential neighborhoods.3. Trails A designated public trail system, serving community and regional linkages will be provided. Trail construction will follow a least disturbance principle and be improved to serve the particular user(s). Private trails may be provided in some areas. Easements for the designated public trail system will be dedicated to the Town of Fraser for public use and maintenance. Planning Area 3Wa 3Wa includes approximately 8.2 acres in a wooded peninsula bounded by the railroad, Elk Creek, a 5-acre in-holding parcel zoned Accommodations and the Old Victory Road on the east. Site considerations for cluster housing on this knoll should include the Elk Creek drainage and buffering the railroad. 4. Wildlife Conservation Man-made impacts on wildlife will be minimized: appropriate fence design and control of domestic animals are required. Planning Area 3Wb Approximately 11.8 acres, 3Wb is located on the edge of the meadow adjacent the Old Victory Road. Site considerations for housing will include its relationship to the Cozens Meadow, views and the Old Victory Road. 5. Public Facilities Maintenance Parcels Planning Area 6w (4 acres) will be deeded to the Town of Fraser for the public purpose of a maintenance facility. One satellite storage facility of approximately one-third (.3) acre will also be deeded to the Town of Fraser for roadway maintenance needs in Grand Park. Planning Area 3Wc Planning Area 3Wc, approximately 12 acres, is located between US 40, the Old Victory Road and the Cozens Meadow. This mixed-use area will draw on some of the same themes of Planning Area 1 Wa with pedestrian linkages and accessible parking. Recreation Site Five (5) acres will be deeded to the Town of Fraser for public purpose community recreation and/or open space. Planning Area 4W 4W is approximately 11.2 acres situated along the Old Victory Road, south of the Fraser Valley Center, adjacent the 5-acre in holding parcel and adjoining the Elk Creek meadow. Planned for commercial site planning considerations include its relationship to the Old Victory Road. l: u 6. Attainable Housing A broad range of housing for Fraser Valley employee's equivalent to 144 dwelling units will be provided over the development period of the project, pursuant to the approved Cornerstone Attainable Housing Plan.Planning Area 5W This planning area consists of 17.1 acres between the Union Pacific Railroad and Elk Creek Meadow. Site planning considerations for this residential neighborhood will include its relationship to the Elk Creek Meadow, buffering the railroad and the commercial planned in 4W 7. Density Transfer Increasing and decreasing land use densities within and between Grand Park and East Mountain Planning Areas is allowed in the Rendezvous PDD. Density may be transferred to a reserve with a transfer application. Density may be transferred to a Planning Area up . to 30% of the density of the receiving Planning Area, without the requirement of a plan amendment, if sufficient roadway, water and sewer capacity are available. Transfer exceeding 30% of the density of the receiving area and/or a change of use may occur with a major plan amendment for the affected planning areas. Planning Area 6W 6W is approximately 4.0 acres located betWeen County Road 72, the Fraser Cemetery, and the Union Pacific Railroad; adjacent a secondary entrance to Grand Park. This parcel is to be deeded to the Town of Fraser for the public purpose of a maintenance facility. Site planning considerations include buffering the Fraser Cemetery, the project entrance and Co. Rd. 72. 8. Golf Course The golf course shall meet the criteria of the Audubon Signature Bronze Program. Planning Area 7W 7W has approximately 37.4 acres along the westem boundary, adjoining Grand Park Drive and the 6th Fairway. Site planning considerations will include its relationship to Grand Park Drive, the planned 6th Fairway, the trail system, and sloping terrain. 9. Water Supply and System Water systems meeting Town of Fraser, State of Colorado and other applicable requirements will be provided for domestic water supply. The water systems are the responsibility of the developer or district and will be conveyed to the appropriate entity as applicable. Planning Area 8Wa This area has 58.2 acres along Grand Park Drive above the planned 9th and 10th Fairways. Site planning considerations include its relationship to Grand Park Drive, the planned 9th and 10th Fairways, its orientation and sloping terrain. 10. Wastewater Collection Wastewater systems meeting appropriate sanitation district, State of Colorado and other applicable requirements will be provided for wastewater collection. The wastewater systems are the responsibility of the developer or District and will be conveyed to the Fraser Sanitation District or other appropriate entity as applicable. Planning Area 8Wb This area has 9.0 acres along the railroad adjacent the planned 10th and 11th Fairways. Site considerations include the railroad and the planned 10th and 11th Fairways. 11. Grading and Drainage Grading and drainage improvements are required to meet Town of Fraser and State of Colorado standards for erosion control and run-off.Planning Area 9W 9W includes 23.8 acres on a hill surrounded by open space including the planned 10th and 11th Fairways; the railroad and Planning Area lOW The clubhouse is planned for this enclave, overlooking the practice range, 10th, 1 st, 9th and 18th fairways. The architecture will draw from the rustic forms and materials of the great lodges. 12. Geologic Features Geological features will be investigated in sufficient detail by a qualified professional to meet Town of Fraser standards for design and construction of improvements. Planning Area 10W lOW includes 40.8 acres on a hill surrounded by open space including the planned 10th, 11 th, 12th and 13th Fairways, railroad and Planning Area 9W This area is near Leland Creek and Grand Park Drive adjacent Planning Area 9W The architecture will draw from the rustic forms and materials of the great lodges. 1= 1~ u 13. Design Control Design Control at Grand Park is guided by a set of govemance tools, which include Covenants, Conditions and Restrictions (CC&R's) and Design Guidelines.j~ 14. Development Standards The development standards provide guidance for use, height, open space, and setbacks for projects within each planning area. Setbacks allowed in mixed use planning areas are subject to FPDP and Plat approval of the Town of Fraser - all applicable building code regulations apply in all cases. Planning Area 11W This area has 16.1 acres near the planned clubhouse overlooking the golf complex. It is a good location for lodging, residential resort recreation uses. Planning Area 12W This area has 26.5 acres along Grand Park Drive overlooking the planned golf complex. Site design will include consideration of pathways and four season use pattems. 15. Sign Guidelines A Signage Design Guideline may be submitted for Grand Park to the Town of Fraser for review based on its unique signage needs. 16. Planning Area Character Descriptions Descriptions for Grand Park planning areas are a reflection of the vision for the project based on the land use. The character descriptions are a guide and may change based on market conditions and other factors that may affect the land use mix, intensity, and design of the planning areas over the projected twenty-five year development period. Planning Area 13Wa This area has 21.7 acres along Grand Park Drive, above the planned 6th Fairway. Site planning considerations will include the 6th Fairway, its orientation and sloping terrain. Planning Area 13Wb This area has 37.7 acres along the western edge of the project surrounded by the 3rd, 4th, 5th, 6th 7th and 8th Fairways. Site planning considerations include the planned golf, its orientation and sloping terrain. 0; Planning Area 1Wa This area of 30.3 acres wraps the south end of Cozens Meadow, between US Highway 40 and the Old Victory Road. It is served from US 40, the Old Victory Road, and Grand Park Drive. It has trail access from the existing Meadow and planned Grand Park trails. The development is planned as a "main streef' concept with buildings addressing street frontages, pedestrian linkages and accessible parking. The Cozens Meadow will remain as open space and a recreation amenity. Architecture will draw from alpine ranch and 1800c. townscapes with a pattem of retail on the ground floor of buildings and office/residential above in 2 - 6 floor volumes. Traditional window patterns, arcades and boardwalks; simple roof forms that include dormers and gable ends; and a variety of building forms, as was the tradition in towns and ranches will be encouraged. Planning Area 16W This area has 92.0 acres inside of the Road B loop. Site planning considerations will include lot siting, Road B, orientation and sloping terrain. Planning Area 14W This area has 72.1 acres along Road Band C above the planned golf course. Site planning considerations will include the planned 2nd, 4th Fairways, and terrain. Planning Area 15W This area has 26.4 acres off of Road B adjoining open space and the planned 3rd and 4th Fairways. Site planning considerations will include lotting pattems, orientation to the planned golf course, Road B and sloping terrain. u I Planning Area 17W This area has 121.8 acres along Road B. Site planning considerations will include lot siting, Road B, its orientation and sloping terrain. Planning Area 18W This area has 24.2 acres along Road B above Leland Creek. Site considerations will include Road B, its orientation and sloping terrain. Planning Area 19W This area has 47.4 acres along Road B above the planned 17th Fairway. Site planning considerations include Road B, the 17th Fairway, its orientation and sloping terrain. Planning Area 20W This area has 40 acres south of Grand Park Drive adjoining the planned 14th, 15th, 16th and 17th Fairways. Planning considerations include the provision of open space in the adjoining forest for wildlife. Planning Area 21W This area has 13.4 acres along Grand Park Drive and planned 14th and 17th Fairways. Site planning considerations include Grand Park Drive, its orientation and golf. Planning Area 23W Planning Area 23W includes approximately 468.1 acres of open space and development including the planned golf course, Cozens Meadow, Elk Creek Meadow, and Leland Creek. DEVELOPMENT STANDARDS Planning Area Land Use Open Space Height Front Yard Side Yard Rear Yard 1Wa mixed-use 10% 55'-75' 0' 0' 0' 1Wb Attached 15% 45' 10' 6' 10' 2W mixed-use 10% 75' 0' 0' 0' 3Wa Attached 10% 45' 10' 6' 10' 3Wb attidetach 10% 45'/35' 10' 6' 10' 3Wc mixed-use 10% 45' 0' 0' 10' 4W mixed-use 10% 45' 10' 6' 10' 5W attidetach 10%/15% 45'/35' 10' 6' 10' 6W Facilities 15% 45' 20' 6' 10' 7W attidetach 15% 45'/35' 10'/15' 6'/6' 10'/10' 8Wa attidetach 15% 45'/35' 10'/15' 6'/6' 10'/10' 8Wb Attached 15% 45' 10' 6' 10' 9W mixed-use 15% 50' 20' 0' 10' 10W mixed-use 15% 50' 20' 0' 10' 11W attidetach 10%/15% 45'/35' 10" 6' 10' 12W attached 15% 45' 10' 6' 10' 13Wa detached 15% 35' 15' 10' 10' 13Wb detached 15% 35' 15' 10' 10' 14W detached 15% 35' 15' 10' 10' 15W detached 15% 35' 15' 15' 10' 16W detached 15% 35' 15' 15' 10' 17W detached 15% 35' 15' 15' 10' 18W detached 15% 35' 15' 10' 10' 19W attidetach 15% 45'/35' 10'/15' 6' 10' 20W attidetach 15% 45'/35' 10' 6' 10' 21W attidetach 15% 45'/35' 10' 6' 10' 23W facilities n/a 50' 15' 15' 10' Notes 1. Setbacks allowed in mixed use planning areas are subject to FPDP and plat approval of the Town of Fraser; all applicable building code regulations apply. 2. 1 Wa -10' improvement and 0' building setback from US 40; pocket park 3. 2W - 15' improvement and 20' building setback from Old Victory Road 4. 3Wc - 20' improvement and 20' building setback from US 40 5. 4W - 20' improvement and 20' building setback from Old Victory Road GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO EXFRASER~ MAlNTENANCS FACILITY 6W 45' HT] MAAYS POND 13Wb 35' HT] KINGS CROSSING 15W 35' HT] 17W 35' HT] f~' f DEVELOPMENT STANDARDS LOCATION MAP '.", . d\ ",,. OOS-<O'I~'09 i{-.~ NORTH STATE OF COLORADO }SS County of GRAND Filed or record thi !? day of at '-I'IJij o'clock Recorded in Book Fees $ II' ~ Deputy AN AMENDMENT TO THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN LAND USE & DEVELOPMENT NOTES DATE: JUNE 16, 2005 SHEET 3 OF 11 19 N Cl i5 1::1 w.j I FOREST MEAD~, SOLAR COMMUNITY 1 rt ELECIRIC E'ASElENT lie. Z42 PO. W4) SEE NaTE 12 g. GRAND PARK I I I I I I I I I I PLANNED DEVELOPMENT DISTRICT PLANo 2, ii,A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO FRASER JOHNS RENDEZVOUS WU TAl CHUAN & SHENG LING 30 1: o 0 w BYERS PEAK LTD PARTNERSHIP I I I I I I I I I I SITZMARK SUBDIVISION TIMBERS SUBDIVISION REC. NO. 140404) o LEGEND o CONIFEROUS TREE VEGETATION PRIMARY DRAINAGES w SCENIC VIEWS HIDEAWAY PINES 30% OR GREATER SLOPES OOS"eJ'~'jlPq I VILLAGE I " 18D485 STATE OF COLORADO } SS I 0 300 600 1200 County of GRAND I Filed for record this I day of I THREE at o'clock I Recorded in Book I ~ ;;;^ L.IilOSENE 1JJ I NORTH SCALE: 1"=600'-0"TWO I l' )rJ ~~f.I FeeS$~ DeputyI I ./ I I I AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN SITE ANAL YSIS DATE: JUNE 16,2005 SHEET 4 OF 11 6W 14.0 ac i- l 7 l l 7 II II II II II t 7W II 37.4 ac II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II II l l l l 13Wb 37.7 ac I GRAND PARK EX FRASER MAINTENANCE FACILITY CEMETARY PLANNED DEVELOPMENT DISTRICT PLAN LOCATED IN SECTIONS 20,28,29, 30,31,32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO TUBING HILL\ ApprOl.ed POOP Proposed POOP Proposed ApprOl.ed P reposed Planning Planning Area Planning Area ApprOl.ed POOP Proposed POOP ApprOl.ed POOP POOP Lodging POOP POOP Area Acreage Acreage Residential Units Residential Units Lodging Units Units Commercial Commercial Sq. Ft. Sq. Ft. detached attached detached attached 1Wa 33.6 30.3 230 230 300 300 150,000 140.000 1Wb 4.3 5.9 40 40 2W 25.1 33.8 250 150 100 278 278 100,000 30,000 3Wa 11.2 8.2 110 95 3Wb 5.4 11.8 80 50 30 3Wc 11.7 12.0 60 60 30,000 70,000 4W 8.5 11.2 100 100 65,800 105,800 5W 16.9 17.1 100 70 30 6W 4.0 4.0 7W , 88.8 37.4 45 225 50 .90 8W 50.1 n/a 63 75 public site public site 8Wa n/a 58.2 83 110 8Wb n/a 9.0 40 9W 45.5 23.8 153 33 73 10W 42.6 40.8 118 40 134 11W 9.7 16.1 10 24 10 31 200 200 20,000 20,000 12W 15.6 26.5 92 92 350 350 30,000 30,000 13W 31.1 n/a 50 150 50 13Wa nla 21.7 40 100 13Wb n/a 37.7 40 14W 49.6 72.1 117 117 15W' 26.1 26.4 12 12 16W' 102.5 92.0 90 90 17W' 120.0 121.8 72 120 18W n/a 24.2 61 18Wa 23.2 n/a 14 18Wb 42.1 n/a 47 19W 35.9 47.4 86 93 40 70 20W 12.5 40.0 57 26 56 21W 23.6 13.4 50 20 30 21Wa n/a n/a 21Wb n/a n/a , 22W 80.1 nla 80 subtotal 919.7 842.8 686.0 1857.0 1052 1411 23W 466.8 468.1 TOTAL 1386.5 1310.9 2543.0 2463.0 1278 1278 395,800 395,800 E n APPROVED PDDP PROPOSED PDDP oos-o 1~10~ 17W 121.8ac I STATE OF COLORADO }SS County of GRANO Filed or record this day of at J./I o'cloc _M. Recorded in Book Page_ o 300 600 1200 Fees$ II!~ NORTH SCALE: 1"=600'-0" AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN DATE: JUNE 16, 2005 PLANNING AREA COMPARISON SHEET 5 OF 11 SITE DATA CHART Planning A\9. Approx. % Total Residential Lodging Commercial Area Density Acres Area Units Sq. Ft. LEGEND j detached attached 1Wa 7.6 30.3 2.3% 230 300 140,000 I I RESIDENTIAL 1Wb 6.8 5.9 0.5% 40 I I MIXED USEl 2W 7.6 33.8 2.6% 150 100 278 30,0003 ~~ I3Wa13.1 8.2 0.6% 95 OPEN SPACE/ GOLF COURSE 3Wb 4.7 11.8 0.9% 50 30 * CLUBHOUSE SITE 3Wc 5.2 12.0 0.9% 60 70,000 4W 9.3 11.2 0.9% 100 105,800 * PROPOSED MAINTENANCE FACILI 5W 4.5 17.1 1.3% 70 30 6W 0.0 4.0 0.3% public site ~ ROADWAYS v"- 1'(' 7W 8.1 37.4 2.9% 50 90 _.7\ MAJOR DRAINAGES 8Wa 2.0 58.2 4.4% 83 110 ,i 8Wb 2.2 9.0 0.7% 40 REGIONAL TRAIL 9W 4.7 23.8 1.8% 33 73 200 20,000 10W 4.7 40.8 3.1% 40 134 350 30,000 ......-...... , COMMUNITY TRAIL 11W 2.6 16.1 1.2% 10 31 50 , 12W 3.5 26.5 2.0% 92 100 ......-.....' ON-ROAD TRAIL 13Wa 1.4 21.7 1.7% 40 13Wb 0.6 37.7 2.9% 40 14W 1.6 72. 1 5.5% 117 15W* 0.5 26.4 2.0% 12 16W* 1.0 92.0 7.0% 90 0 300 600 1200 17W* 0.6 121.8 9.3% 120 18W 2.5 24.2 1.8% 61 o'clock M. Recorded in Book Page_19W 3.1 47.4 3.6% 40 70 j;R~. ROS~Ei20W2.1 40.0 3.1% 26 56 21W 5.1 13.4 1.0% 20 30 NORTH SCALE: 1 "=600'-0" " >n.. ~ Fees $ I J !,,- Deputysubtotal3.0 842.8 64.3% 1052 1411 23W 468.1 35.7% TOTAL 1310.9 100.0% 2463 1278 395,800 AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN DENSITIES MAY BE ADJUSTED DEPENDENT UPON PROVISION OF CENTRAL SERVICES ~ OOS-~JE~J'(~O! LAND USE PLAN SHEET 6 OF 11 I II C\l : I JOHNS DRIVE a: I 1 I:, 1 i= i GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO r- I I I I I 1 I; I I I I I I I I I I I I I I I I I I o't' 0{Y-t- < i A<i~v.; 00; 0#" V 0 CEMETARY GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO Ii I I I I I I I I I I 1/E Q u n u II TUBING HILL, RO/'oll12 co\J~10\t \0) S't.<- I I I j c 13Wb 37.7 ac I I I LEGEND PROPOSED SANITARY SEWER WITH MANHOLE PROPOSED ROADWAY 2W DEVELOPMENT PARCEL DESIGNATION GRAND PARK BOUNDARY EXISTING SANITARY SEWER WITH MANHOLE 15W 26.4 ac ii j.: ii n J 11 c NOTES: 1. THIS PLAN SHOWS THE MAIN SEWER LINES FOR THE ENTIRE DEVELOPMENT. MAIN SEWER LINES ARE: A. SEWERS REQUIRED OUTSIDE OF DEVELOPMENT AREAS B. SEWERS THAT CONVEY SEWAGE FROM MORE THAN ONE DEVELOPMENT AREA. 2.IF DEVELOPMENT PARCELS, 16W, 17W AND 15W ARE NOT SERVED BY SEWER THEN THE MINIMUM LOT SIZE IS 2 ACRES. 3. THE SEWER SYSTEM WILL BE DESIGNED AND CONSTRUCTED ON A PHASED BASIS IN ORDER TO UTILIZE EXISTING FACILITIES WHERE AVAILABLE AND TO PROVIDE FACILITIES CAPABLE OF HANDLING ULTIMATE CAPACITY AS REQUIRED. STATE OF COLORADO} County of GRAND 55 Filed r record thi day of at LJ M. Page_ t:l~~~J1J Deputy Fees $ t!!'-- I t)OS.O 1~'Dt; e MeurerIASSOCIATES 17W 121.8 ac 1 I L S 89'10'03" W Basis of Bearings! II I' o 300 600 1200 ENGINEER Meurer & Associates 143 Union Blvd Suite 600 Lakewood, Colorado 80228 303) 985-3636 NORTH SCALE: 1 "=600'-0" AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN PRELIMINARY SEWER MASTER PLAN DATE: JUNE 16,2005 SHEET 7 OF 11 5 I I I I I I H j.: li H l; f~ 2: il I j I I l I I I I I X I I 1/ I I I I I I I I I I I I I I I I I 1___ I 01~ I I t; r::. n i! I I II I t I I I I I I f j l I i= li I: g I I l , I I 15W 26.4 ac I I BLUE ZONE ,..'/-1 YELLOW ZONE I I I I I I I I o BLUE ZONE TANK FF 8795 31.'f:t I I I GREEN ZONE TANK FF 9195.5 16W 92.0 ac I I 1& V 5)/rS,,'Y t::J"Y Q., I I 17W 121.8ac RED ZONE TANK FF 9415.5 18W 24.2 ac I' 1 fIIII1" I, 8Wa f' 58.2 ac I' I 10W..... 40.8 at! l/ I-------,~ n~~ I 11 / 16.1 ac 1) 0 20W 40.0~ I 1 I I 1 I ) I RE N ZONE ) P MP . T TION ~ r;;-==--. l I I \ 1JI r Basis of Beurirv:r:;) II t&/ ~ 5) '/ $-'V 0 I~1 , I / I .I' I I I I I I PURPLE ZONE PUMP . / STATION.. / I I s 8~:r10'03" ~ - - - - -, I C \. '-0' GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO J J LEGEND PROPOSED STORAGE TANK PROPOSED PUMP STATION A PRV VALVE BLUE ZONE WATER LINE II _ YELLOW ZONE WATER LINE GREEN ZONE WATER LINE RED ZONE WATER LINE PRESSURE ZONE BOUNDARY STATE <OF COLORADO} 80unty of GRAND 58 Filed~record.t'}is g- day.~f!/~~~ at L/..' fJ 'I o'clock P' M. Recorded in Book Page_ RA.L(~~ENE iF$>., $; , 11""'- Deputy OOS-D 1~"'D9 ASSOCIATES Meurer ENGINEER Meurer & Associates 143 Union Blvd Suite 600 Lakewood, Colorado 80228 303) 985-3636 o 300 600 1200 NORTH SCALE: 1 "=600'-0" AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN PRELIMINARY WATER MASTER PLAN SHEET 8 OF 11 DATE: JUNE 16, 2005 1 S i 1 i i\ a li' a:. 1 't-/. o..v.;-:;.? Q0I0\// 7<-~ -- J,' i"/ ./ v 8"i' 6" 1' V II II II II II Ii II II II II II II II II Ii II II II II 1 I! II Ii II II II II II II II II II 1 1/' p.?'" l-::--:;"--- 9'';..- Z___ I ,,' " I' ~ I' , \ ,-,' (~I I _/\ \ I I ' / / ,_ ' I I' ' I,", i " ,,/ -' I,' ," / I '" ' / I" C -" / I ,-- 1/,1 1-// I}I I I( .----::::/ ~~;.<.../-/ )...: (/ --- I I / ,/ ' / 1\\ I / 1/' / -/~-- /---./'" ./- I / / / ' , I \ ,,~ J ". '" I II f /-..../'....~ I I /-_::>-.///./-"'" ~ I / / I / I / / -_./ / ./~./ ' 1\\' / I II I , U- \ /','' I'~- - -, I \, I' j II!I'- \\//,' 1 I ,,__,- I / ,/ ,, 11' I', \ ,," / ,-,I / I I 1/ I/,I ( ,\. I} / / /' I / ./ f //' / ,.,' \ I II I / I / j//" /_', 1/ ,_', \ / I / I I I, ,I' ", I I I I / ' I / / I I / 1.../1"' 1'_ 1'1' \ I,/ I' / 1 ~-/'/.'/ I / \ '/ } I }"! / -_ ~ ~ _ /' V / / 1_ / "- ./} i I' } / __./' .... 1./ I / I III/If ___ .//'_ 1"'- ... \. 1 I I I 1',111 f /(''''-_ / )' I / I / 111111//-/'/ /" \ ,/ ' / / 111", 1/ / / / I I' ': 1/ I" II I / ,,'_ " / I ' I 1,II\lilll , ,/ / / / 11,1\ "i : / //./ -/'" 1111""' ,,' ' I / II I \ I \ 1\ \ \ / / ./ I \ \ .-/ / /' I , , ", \ I \ ' -,""' II I I / ",' Wi I I I / I / ( J (I / c. I \ \ I 1........ --- / I I , I \ - - ./ 1 \ "- 1 /'-~ I \ I \ I \ \ \ \ I . S;!? 1\,1 (1)11))\ ~,' I I I I I I I / ' I I I \ I I I: \ I I /,""'-' , I I \ I \ I I / / I / ,__ \ I I 1 I I I I I I'I: \' I I' ,-, \ ->~ I \ 1 I I I I I , / I _" -, I '''' \ 1//'1'1' 1\\ 1// -', \ \ ' i' ' I / I I I I I " \ \ \ I I / 1- ' \ \ , I I I I / / " \ I / 'I I / / ',' \ \ \ I 1//1111/ 1111111/ \ ",\\\ I I I I I II () // III I ,/-' ",' , \ \ iI/IIIII/// IU '\\"\\ 11111 llil/I,/ II /- \ I \\ 1\\ I \ i I Ii 1///11//// / \ " I I \ I I \ II "II II II' // /I , \ \ I \ \ \ ' JIII})// IIIIIII r____ 1\ ,, 1\1 \ 1/// 11\\ \ ' /.... \ \ I 1/---'///( II 11/ \ \ I" \ \ 1/1/// I 1/ I! / / 111/;"((( /! / I I \ , I \ / i I " I I I I II II \ \ \ I i / I / I ' I IIIII}IIIIII/ I) 11(/ J I J I J I / I I r I I I I I I I 1 I I I I I, I I I I I r/ r- I I I I I ( I I \ \ I ) I r_./ f I I 1 r~r .".r-::' oj f r~^/...._ r---__r~ f r- r- ( i I I I J I I I I I I I r r ~ I ....- ........./- I / ./-- Ir--- I 1/// ---' I / I I /~ \. I ( I' I I \ I' I I 1 I I \ I r/ / I I ~_/'/ I r / \ I /./ _ _ _ ~ ___ '- / 1". I / r .... I \ \./' I ".- --- I ( .' r /' - - '- ~ .... ~ ~./ ./ ./ '" r -- ---- I / /' ~ /'/' / I I' - I' / j' \ \ / I I / / " ,/'- I I I I' I / ,,//' I / J r____" \ \ I I I II /.~, .... ( / 1/ ( I I 11// I/// ff! II / 1 / I I I/ IJ \ / I'/", /I } I I I' " ! / i/ / I I 1', ,_,," \ ///,/ 1 / ' I,ll " I I J"__'/""/'__'" )/ 1,,1//1 \ ' 1/1 I , 1///iI,' , II J I" / -' /_'"'' ' / / f ,,,,, I I I ( , r/"" r~-'" / 11/ 11((\ ).- I I " / / / / / u I ,.-- 1// /_, / / I / / II I \ / f !/ /" I / / " / ( (/ I , I , I I / / " I-' ' I f I I I I I r I I \ \ I / , I I bl,\)1o r r( J I i I /' PU\NNEO OE\lELOl-'\\II~'" A PAR'T Of SEC'TIONS 20, 28, 29, 30. 3~, 32 TOWNSHIP ~ SOU'TH, RANGE 75 WES'T Of 'THE 6'TH pM COUN'TY Of GRANO, S'TA'TE Of COLORADO GRAO\NG N01E.S C=--' -=-- ,=---' =----~- 1 FlNJ>,L ROAOWA' OESIGN INCLUOING S,RE," 51 ANQARDS ",, 0 GRAG"" AS E"'C>EO ON 1\1E pco.N ARE SUeJECnO FINAL R",,'EW ",,0 "PROVAL. I r c;2CO-S- D , ,., 6 q 600 1200 NOR1H SCALS: \,'::600'-0" AN ""ENOMEl'>' Of ,HE RENOE'VOUS 2003 "",NNEO OE\lELOPMENl OISIRICl pLAN OA1S: JUNE 16. 2005 feeS sJL1? PREL\M\NA1 GRAO\NG f SHee v,<,,' z' l :/ ~ '\ '~ j ~~, Ie::,0 \/ /" ~ t- "'- ,I" r ~ "::----...~;j GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO I EX FRASER~ MAINTENANCE II FACILITY If l I I I I l l I I J c J J 6~) o/v- '---- F '-- ~ .I J: J s V-- ....r""J ,,\ II v~ (, J '\ I 1\1.-1 \ v( \ \ 0 /\ '----- ) l: ( I I ~\ r ':0 I DRAINAGE NOTES 1, GENERAL HISTORIC DRAINAGE PATTERNS WILL BE MAINTAINED POST DEVELOPMENT, WITH THE MAJORITY OF THE STORM WATER RUNOFF FLOWING TO LELAND AND ELK CREEK, AND EVENTUALLY TO THE FRASER RIVER.v 2. INCREASED STORM RUNOFF CAUSED BY DEVELOPMENT WILL BE DETAINED IN DETENTION / WATER QUALITY PONDS AND RELEASED AT OR BELOW HISTORIC RATES. I l I I I I 1 I I I I, I I I I I / 1----\ 0 I J 1/- 0 ) / I J - - / (' I 1'-- ---....... \'- I 3. DRAINAGE FACILITIES WILL BE DESIGNED AND CONSTRUCTED IN CONJUNCTION WITH THE DEVELOPMENT OF EACH OF THE PLANNING AREAS. 4. THE DETENTION PONDS SHOWN IN PLANNING AREAS 2W AND 23W MAY ALSO BE CONSTRUCTED TO PROVIDE WATER AUGMENTATION STORAGE. LEGEND 8950___________ EXISTING CONTOUR I,,~/ BASIN BOUNDARY SUBDIVISION PARCEL BOUNDARY EXISTING CULVERT BASIN INFORMATION ffi A = SUB-BASIN DESIGNATION B = SUB-BASIN AREA FLOW ARROW v"v":":":":""vv"vvv"v""vv" vvvvvvvvvvvvvvv v"v v"vvvvvvvvvv"vvv q",;'.;',,",,",,",,",,",,",,"..:,.:,,:,,",," PROPOSED DETENTION POND E g U A g g I I I I I I I I I 3 11! 1l! I RUN OF WINTER PARK ODS"O l:t ,e~ V Carroll & Lange ~ Professional Engineers & Land SUTVeyorS 47 Cooper Creek Way, Suite 328 Winter Park. Colorado 80482-3345 970} 726-8100 o 300 600 1200 STATE OF COLORADO }SS Cou~ty of GRAND filed r r cord this day of 1 . M. i~~~11 . )1J Deputy iFe.es sJ1! NORTH SCALE: 1"=600'-0" AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN CONCEPTUAL DRAINAGE PLAN ARAPAHO NATIONAL FORES1 DATE: JUNE 16, 2005 SHEET 10 OF 11 J III Q I I I I I I I I I I l5 IE Q Q D D i= 8 I I I I I I I I I I 3' Is g C-i u E i:> i.: i" li! I" I I ''\ EXFRASER~ ~ MAINTENANCE /1 /.f\~~ FACILITY 'ft., \\ \\ 1\ ~1\.<h!1I " 1 \\U~ u 1~1 o q(o V; C); O..)>y 0 KINGS CROSSING RD. 1~J 1:t~2;~~/ CO /-~~~~ h/ II II II II I I, I I II II II II II I I II II II II I, II I, II II II j 1/ II II II Ii II II Ii II II Ii II II 0\- I; Ii ROADWAYS RIGHT -OF-WAY PAVEMENT GRAVEL ROADWAY SHOULDER WIDTH LANE WIDTH WIDTH GRAND PARK DR 80' 4' J ROAD B 60' 6' j ROAD 0 60' 6' OLD VICTORY RD 80' 6' a a o cr TYPICAL ROADWAY CRITERIA GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO ROADWAY NOTES 1, Roadway Facility Guidelines Right of way and roadway standards have been designated as a planning guide based on the Grand Park PDD land use, roadway classification and laneage for local, collector, and arterial roadways. 2. Intersection Criteria Intersection and auxiliary lane criteria are identified for Grand Park in the Rendezvous Traffic Impact Analysis. 3. Roadway Design Criteria Site, environmental and geological constraints; development standards; construction techniques; and materials will be considered in the development of roadway layouts and construction documents. 4. Final Roadway Design Approval The Town of Fraser will grant final right of way, intersection and roadway approval at the time of roadway design review. 5. Signalized Intersections Signalized intersections conforming to the Rendezvous PDD and to the 1986 FraserlWinter Park Roadway Network Plan have been identified along US 40 in the Grand Park PDD. 6. Railroad Grade Separated Crossings (GSC) Based on the Grand Park PDD, a vehicular/pedestrian GSC is planned in the vicinity of Leland Creek connecting with Grand Park Drive, the Old Victory Road, and the King's Crossing Road extension. The Leland Creek GSC serves regional traffic and safety needs. 7. Grand Park Secondary Access A secondary access point will be made on County Road 72. Grand County and other parties under its regulatory control will participate in improving County Road 72 to an acceptable standard. 8. Old Victory Road Connection Provision will be made for permanent public roadway and trail access between County Road 72 and the Old Victory Road. 9. South Connector Sufficient right of way will be provided on Grand Park Drive and Road B to allow for future transportation facility improvements as they become applicable, including a potential connection south, linking to the DWB parcel, and an alternate access to the potential expansion of Winter Park Resort. Benefiting parties, other than Grand Park, inciuding the Town of Winter Park, Winter Park Recreation Association, Intrawest, the Denver Water Board, Grand County and others will fund improvements that become necessary beyond the base roadway facility. 10. Transit It is intended that a community-wide transit will serve Grand Park on its street network. The Developer will cooperate with the Town of Fraser in the identification of future alternative transit corridors. ADJACENT TRAIL OOS.-r()'~ I{J~ 8' N/A 8' 8' Deputy fgg1? Llll.---- o 300 600 1200 NORTH SCALE: 1 "=600'-0" AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN ROADWAY MASTER PLAN DATE: JUNE 16, 2005 SHEET 11 OF 11 CHAPTER 19 ‐ Land Development Code  APPENDIX 1 LAND USE APPLICATION AND SUBMITTAL CHECKLISTS        Fraser, Colorado, Municipal Code    Created: 2022‐02‐04 11:08:34 [EST]  (Supp. No. 15, Update 1)    Page 13 of 25    CHAPTER 19 ‐ Land Development Code  APPENDIX 1 LAND USE APPLICATION AND SUBMITTAL CHECKLISTS        Fraser, Colorado, Municipal Code    Created: 2022‐02‐04 11:08:34 [EST]  (Supp. No. 15, Update 1)    Page 20 of 25    Page 1 of 15 SUBDIVISION IMPROVEMENTS AGREEMENT BETWEEN THE TOWN OF FRASER AND GRAND PARK DEVELOPMENT LLC PERTAINING TO: ALPENGLOW CONDOMINIUMS AT GRAND PARK TOWN OF FRASER GRAND COUNTY, COLORADO SUBDIVISION IMPROVEMENTS AGREEMENT This Subdivision Improvements Agreement (“SIA”) is made and entered into by and between the TOWN OF FRASER, a Colorado municipal corporation (“Town”) and GRAND PARK DEVELOPMENT LLC (“Subdivider”). This SIA shall be effective following execution by the subdivider and immediately upon approval by the Fraser Board of Trustees as evidenced by the signature of the Town’s Mayor or Mayor Pro Tem on the date indicated below. 1. Recitals. The parties agree that each of the following statements is true and is a material part of this SIA: A. Subdivider represents that it is the sole owner of the real property described in the attached Exhibit A (“Property”), and has obtained approval from the Town to subdivide said property for a new subdivision to be known as ALPENGLOW CONDOMINIUMS AT GRAND PARK Subdivision, (“Subdivision”). B. Pursuant to the Town’s subdivision regulations, the final plat of the Subdivision cannot be recorded until Subdivider has entered into an agreement with the Town concerning the construction of the required public and private improvements for the Subdivision, including on-site and off-site improvements. The final plat and the accompanying documents and plans, including construction drawings and specifications, as approved by the Town (the “Final Plat Documents”), are incorporated into this agreement for all purposes including illustration and interpretation of the terms and conditions of this agreement. C. The Town seeks to protect the health, safety and general welfare of the community by requiring the completion of various on-site and off-site Page 2 of 15 improvements for the Subdivision and thereby limiting the harmful effects of substandard subdivisions. D. The purpose of this SIA is to protect the Town from the cost of completing or repairing subdivision improvements itself. E. As consideration for the approval by the Town of the final plat for the Subdivision, Subdivider agrees to construct certain hereinafter described improvements for the Subdivision in accordance with, and subject to, the terms, conditions and requirements of this SIA. The parties hereby acknowledge the sufficiency and adequacy of said consideration. 2. Construction of Required Improvements. Subdivider agrees to construct, at its sole cost, those required improvements (including required utility services) for the Subdivision as described on the attached Exhibit B and as identified on the Final Plat Documents (“Improvements”). All Improvements shall be constructed in accordance with the Town of Fraser design and construction standards in effect as of the date of this SIA (Refer to Chapter 14 of the Fraser Municipal Code). 3. Timetable for Construction of Required Improvements. 3. 1 Construction Schedule. Subdivider shall construct the Improvements in strict accordance with the schedule described on the attached Exhibit C. Any failure by Subdivider to commence or complete the construction of the Improvements in strict compliance with the schedule established in Exhibit C shall constitute a default by Subdivider and shall entitle the Town to proceed in accordance with the provisions of Section 15 of this SIA. Subdivider shall not cease construction activities for any period of more than thirty (30) consecutive days, without the Town’s prior written approval, subject to the provisions of Section 3.3 regarding force majeure and seasonal constraints. 3.2 Subdivider’s Obligation Not Contingent. Subdivider’s obligation to complete the Improvements shall arise upon the recording of the final plat of the Subdivision, shall be independent of any obligations of the Town contained herein, and shall not be conditioned on the commencement of construction or sale of any lots or improvements within the Subdivision. 3.3 Force Majeure and Seasonal Constraints. If Subdivider is rendered unable to perform, in whole or part, because of acts of God, strikes, acts of public enemies, wars, insurrections, civil disturbances, riots, landslides, earthquakes, fires, storms, floods, or other such events beyond Subdivider’s control, Subdivider’s obligations under this SIA shall be suspended during the continuance of any inability so caused, but for no longer. No cessation of activity for seasonal construction constraints shall cause a violation of this Section 3. 4. Construction Standards and Inspections. 4.1 Standards and Progress Inspections. The Improvements shall be constructed in a good and workmanlike manner, strictly in accordance with the Final Plat Documents, and, to the extent not otherwise provided in such Final Plat Documents, in accordance with all applicable laws, Page 3 of 15 ordinances, codes, regulations and minimum design criteria and construction standards applicable in the Town. There shall be no changes made in the approved Final Plat Documents, including construction drawings and specifications, without the prior written approval of the Town. Periodic inspections may be made by the Town’s staff or designated consultants during the progress of the work to confirm that the Improvements are being constructed in compliance with such requirements. Subdivider shall be required to pay for these periodic inspections if said inspections are conducted by consultants other than Town employees. Such inspections may be conducted in a manner and in such areas and at such times, whether scheduled or unannounced, as deemed appropriate by the Town’s staff or consultants. Subdivider hereby grants permission for such persons to enter upon the Property for purposes of making such inspections. Nothing herein shall relieve Subdivider of the responsibility for insuring that the Improvements are constructed in accordance with the standards set forth herein, nor shall it relieve Subdivider of its warranty obligations as provided in Section 6. 4.2 Construction Phasing. Inspection and preliminary acceptance of a portion of the Improvements in one or more phases of construction shall occur only if specifically provided for in Exhibit D or as determined by Town staff, in their discretion. Otherwise, all Improvements shall be completed before preliminary acceptance will be granted. Any proposed phasing must be logically related to the project as a whole and allow for the efficient integration of the phased Improvements into the Town’s infrastructure. The Town staff may require adjustments in previously approved phasing schedules when deemed necessary to accommodate changed conditions or unforeseen circumstances. 5. Preliminary Acceptance of Improvements. 5.2 Notice and Documentation. Upon completion of all Improvements or an approved phase of Improvements, the Subdivider shall notify Fraser in writing and request an inspection of the completed Improvements. Prior to the inspection, the Subdivider shall provide to the Town the following documentation: (a) Adequate assurance by a registered engineer, licensed in this State, that the Improvements have been constructed and completed in accordance with the approved plans and specifications; (b) As-built engineering drawings for the required Improvements, in accordance with applicable Town construction standards; (c) All test reports and logs required by the plans and construction drawings and applicable regulations and construction standards; and (d) An original affidavit or affidavits identifying all contractors, subcontractors and materialmen who supplied labor or materials for the Improvements and verifying that all have been paid, together with a lien waiver from each such contractor, subcontractor and material supplier acknowledging payment and waiver of any lien rights for all work completed prior to the date inspection and preliminary acceptance is Page 4 of 15 requested, subject to any retainage withheld from the contractor or supplier during the warranty period and pending final acceptance. 5.3 Inspection and Preliminary Acceptance. Upon satisfaction of these requirements, and subject to satisfaction of any additional requirements provided in this SIA or the Town’s subdivision regulations, the Town’s staff or designated consultant(s) shall inspect the completed Improvements within ten (10) business days after receipt of the request for inspection. If the Town’s staff or designated consultant(s) finds that the specified improvements have been completed substantially in accordance with the Plans and other requirements of this SIA and the Subdivision Regulations, the Town staff shall issue a letter evidencing Preliminary Acceptance within ten (10) business days after the inspection date. The Town shall not be required to make inspections during any period when climatic conditions interfere with making a thorough inspection, as determined by the Town representative making the inspection. If, upon inspection of the completed Improvements, the Town staff or designated consultant(s) finds that any of the improvements have not been completed substantially in accordance with the Plans and other requirements of this SIA and the Subdivision Regulations, the Town staff or designated consultant(s) shall issue a written Notice of Deficiencies within ten (10) business days after the inspection specifying which Improvements have not been completed substantially in accordance with the Plans and other requirements of this SIA and the Subdivision Regulations. All deficiencies must be corrected within ten (10) business days of the receipt of the notice of deficiencies. Such ten-business-day time limit may be extended by the Town if the Town determines that such deficiencies cannot reasonably be remedied within such ten-business-day period. The Subdivider shall then notify Fraser in writing and request a follow-up inspection of the Improvements, and the foregoing provisions of this Section 5.3 shall be applicable. 5.4 Effect of Preliminary Acceptance. Preliminary acceptance of all or any portion of the Improvements does not constitute a waiver by the Town of the right to draw on the Performance Guarantee to remedy any defect in or failure of the Improvements that is detected or which occurs after acceptance of the Improvements, nor shall such acceptance operate to release Subdivider from its warranty as herein provided. Upon preliminary acceptance, the Town will assume responsibility for the operation of all public water, sanitary sewer and storm water improvements, if applicable, and for snow removal on accepted public streets. At the Town’s discretion, it may elect not to plow any accepted public streets until there is development on individual lots that warrant access. No certificate of occupancy may be issued for a structure on any lot, parcel or tract served by the Improvements until such Improvements have been completed and preliminarily accepted as provided in this Section 5. 6. Warranty. Page 5 of 15 6.1 Warranty. Subdivider shall warrant that all Improvements shall remain free from construction defects for a period of one (1) year from the date that the Town preliminarily accepts the Improvements as provided in Section 5 of this SIA. For landscaping improvements or other vegetation that will be dedicated to the town, the warranty period shall be two (2) years, and not in any event to be less than two (2) full growing seasons. During such one (1) year period, any construction defect determined to exist with respect to such Improvements shall be repaired or the Improvement replaced, at the Town’s option, at the sole cost of Subdivider. Subdivider shall maintain, in a reasonable, suitable and proper condition for travel, ingress, and egress, all streets located within the Subdivision until such time as the streets are accepted for maintenance by the Town, and until any such private streets are accepted for maintenance by the homeowners association or other responsible entity approved by the Town. 6.2 Notice of Default; Cure Period. Except as provided in Subsection 6.3 with respect to emergency repairs, the Town shall provide written notice to Subdivider if inspection reveals that any Improvement is defective. Subdivider shall have ten (10) business days from the giving of such notice to remedy the defect. Such ten-business-day time limit may be extended by the Town if the Town determines that such defect cannot reasonably be remedied within such ten-business-day period. In the event Subdivider fails to remedy the defect within the ten-business-day period, or any extension thereof granted by the Town, the Town may the utilize the collateral security to correct the defect or exercise any other remedy provided in this SIA without further notice. No notice shall be required with respect to emergency repairs except as provided in Subsection 6.3. 6.3 Emergency Repairs. If at any time it appears that the Improvements may be significantly damaged or destroyed as a result of a bona fide emergency, an act of god, or due to construction failure, the Town shall have the right, but not the duty, to enter upon the Property and perform such repairs and take such other action as may be reasonably required in the Town’s judgment to protect and preserve the Improvements. The Town shall have no duty to inspect the Property to identify emergency situations which may arise. Prior to or concurrent with, or immediately following taking any action pursuant to emergency repairs, the Town shall make a reasonable effort to locate Subdivider and advise it of the existence and nature of the emergency. Upon written demand, Subdivider shall reimburse the Town for the costs of such emergency repairs. Failure of Subdivider to pay to the Town the costs of such emergency repairs within fifteen (15) days after demand shall constitute a default as provided in Subsection 13.H of this SIA. 6.4 Final Inspection. Approximately sixty (60) days prior to the expiration of the warranty period, Fraser shall notify Subdivider in writing and schedule a final inspection/walk through. Page 6 of 15 7. Final Acceptance. 7.1 Town Approval. Final acceptance of the Improvements by the Town requires formal action by the Fraser Board of Trustees, after all Improvements have been completed, inspected and certified for final acceptance by Town staff. Final release of the Performance Guarantee requires additional formal action by the Fraser Board of Trustees. The Town shall not be required to finally accept any of the Improvements until the Board of Trustees determines that: A. All Improvements have been satisfactorily completed in accordance with the approved plans and specifications and have been preliminarily accepted by the Town; B. All warranty periods provided in Section 6 have ended and any defects found upon inspection of the Improvements have been satisfactorily remedied by Subdivider; C. The Subdivider has submitted final “as-built” engineering drawings for the required Improvements, in accordance with applicable Town construction standards; D. The Subdivider has provided and the Town has reviewed and approved any and all conveyance documents required pursuant to the provisions of Section 9.1; E. The Subdivider has provided a final cost summary of Improvements; F. The Subdivider has provided any additional test reports and logs from warranty work; G. The Subdivider has provided an original affidavit or affidavits identifying all contractors, subcontractors and materialmen who supplied labor or materials for the Improvements and verifying that all have been fully paid, together with an original unconditional lien waiver from each such contractor, subcontractor and material supplier acknowledging full payment and waiver of any and all lien rights. The final twenty percent (20%) of the initial Performance Guarantee shall not be released until the Town receives said affidavit and unconditional lien waivers; and H. All other applicable requirements contained in this SIA, the Town’s Subdivision Regulations and all applicable design and construction standards have been satisfied. 7.2 Acceptance for Maintenance. At the end of the warranty period(s), and upon final acceptance of the Improvements as provided in Subsection 7.1, the Town will assume all future repair and maintenance responsibilities with respect to the accepted public improvements, if any. The Town will not assume any responsibility for maintenance and repair of required private improvements, and such responsibility shall remain with the Subdivider unless it is transferred to a homeowners association or other responsible entity in accordance with the approved Subdivision documentation. Page 7 of 15 8. Compliance with Law. 8.1 Compliance with Law. Subdivider shall comply with all relevant laws, ordinances, and regulations in effect at the time of final plat approval when fulfilling its obligations under this SIA. Subdivider shall also be subject to laws, ordinances and regulations that become effective after final plat approval to the extent permitted by applicable Colorado law. 9. Transfer of Title to Improvements. 9.1 Dedication on Plat. Subdivider shall dedicate such of the Improvements as are designed or intended as public Improvements, by appropriate language on the face of the final plat of the Subdivision. Such dedication shall be made free and clear of all liens, encumbrances and restrictions, except for the permitted exceptions shown on the attached Exhibit E which are the same or fewer than those identified in the title insurance commitment or other title evidence provided. 10. Performance Guarantee. 10.1 Amount and Form of Guarantee. The estimated cost of constructing the Improvements, as determined by a licensed engineer selected by Subdivider, with the Town’s approval, is $150,798 (See the attached Exhibit B). Pursuant to the Town’s subdivision regulations, Subdivider is required to furnish collateral to ensure completion of the Improvements, in an amount not less than one hundred and twenty-five percent (125%) of the estimated costs of all Improvements. Accordingly, Subdivider has posted the following with the Town’s approval as a guarantee of the performance of its obligations hereunder, including its obligation with respect to the one-year warranty period provided for in Section 6.1 (“Performance Guarantee”). (X ) An irrevocable Letter of Credit issued by a qualified Colorado lending institution acceptable to the Town in the amount of $150,798, a copy of which is provided on the attached Exhibit F. ( ) A cash deposit in the amount of $_____________________. ( ) Other such legal assurance as may be deemed appropriate by the Town and approved by the Board of Trustees. 10.2 Use of Performance Guarantee. Subject to the terms of this SIA, the Town may draw upon and utilize the Performance Guarantee to pay for the construction, completion or correction of the required improvements or to restore and revegetate the site in the event Subdivider fails to timely perform the obligations provided in this SIA and the Town’s subdivision regulations or is otherwise in default under the terms of this SIA. Application of the Performance Guarantee may include covering such costs, including reasonable engineering and attorney’s fees, as are necessary for the Town to administer the construction and correct, repair or complete the required improvements and to enforce this SIA and any bond or other undertaking given as the performance guarantee. Page 8 of 15 10.3 Renewal. Such Performance Guarantee shall remain in effect and shall be renewed by Subdivider as necessary until released by the Town in accordance with the provisions of Section11 of this SIA. If such Performance Guarantee is provided in a form of a letter of credit or deposit arrangement that includes an expiration date, Subdivider shall provide evidence of extension of such expiration or replacement of equivalent collateral in a form acceptable to the Town. Failure to provide proof of such extension or replacement collateral no later than thirty (30) days prior to the date of expiration shall be cause for the Town Manager or his or her designee to draw on the Performance Guarantee without the necessity of any notice of default or other notice to Subdivider. Funds withdrawn in this manner may be expended as necessary to correct, repair and/or construct the Improvements or may be released upon provision of replacement collateral in a format acceptable to the Town. 11. Release of Performance Guarantee. 11.1 Requests for Partial Release of Performance Guarantee. Subdivider may make periodic requests for the partial release of the Performance Guarantee in accordance with the provisions of this Subsection 11.1. All such requests shall be in writing to the Town Board, shall be for a reduction of at least twenty percent (20 %) of the total original Performance Guarantee, and shall correspond with a portion of the Improvements that have been substantially constructed or installed in accordance with this SIA. No more than one request for a partial release of the Performance Guarantee may be submitted each month. No reduction of the Performance Guarantee shall be allowed which would reduce the amount of collateral to less than one-hundred twenty-five percent (125%) of the estimated cost of any remaining or incomplete Improvements; and the final twenty percent (20%)of the initial Performance Guarantee may not be released until all of the Improvements have been preliminarily accepted, the one-year warranty period has run, the Subdivider has complied with all requirements specified in Section 7 hereof and the Improvements are finally accepted by the Town. There shall be no reduction in the amount of the Performance Guarantee if Subdivider is in default under this SIA. 11.2 Warranty Bond. After preliminary acceptance, and with approval of the Board of Trustees, the performance guarantee may be reduced to an amount not less than twenty percent (20%) of the initial performance guarantee to guarantee performance during the warranty period. A corporate surety warranty bond in that amount may be substituted as the performance guarantee for the warranty period, provided that the applicant also provides a cash deposit in the amount of five thousand dollars ($5,000.00) or ten percent (10%) of the amount of the warranty bond, whichever is greater, as additional security to the Town. 12. Payment In Lieu of Dedications. Subdivider agrees to make any and all payments in lieu of dedications prior to the Town’s execution of its approval on the final plat. The amount of such payment shall be as calculated on the attached Exhibit G. Page 9 of 15 13. Default. The following conditions, occurrences or actions shall constitute a default by Subdivider under this SIA: A. Subdivider’s failure to commence construction of the Improvements within the time specified in Exhibit C; B. Subdivider’s failure to complete construction of the Improvements within the time specified in Exhibit C; C. Subdivider’s failure to construct the Improvements in accordance with the approved plans and specifications for the Improvements and this SIA; D. Subdivider’s failure to cure defective construction of any Improvement within the applicable cure period as provided in Subsection 6.2; E. Subdivider’s failure to perform work within the Subdivision for a period of more than thirty (30) consecutive days without the prior written approval of the Town, subject to the provisions of Subsection 3.3 regarding force majeure and seasonal constraints; F. Subdivider’s insolvency, the appointment of a receiver for Subdivider or the filing of a voluntary or involuntary petition in bankruptcy respecting Subdivider; G. Foreclosure of any lien against the Property or a portion of the Property or assignment or conveyance of all or part of the Property in lieu of foreclosure prior to final acceptance of the Improvements by the Town as provided in Section 7; H. Subdivider’s failure to pay to Town upon demand the cost of emergency repairs performed in accordance with Subsection 6.3 of this SIA; or I. Subdivider’s violation of any provision of this SIA, the Town’s subdivision, zoning or land use regulations, or any other ordinances of the Town; The Town may not declare a default until fifteen (15) days’ advance written notice has been given to Subdivider and Subdivider has failed to cure the default within that period; provided, however, that such notice shall not be required with respect to any defective construction for which a ten (10) days’ notice of right to cure has been given in accordance with Subsection 6.2 hereof. 14. Recovery of Damages and Costs. The Town shall be entitled to recover all damages and costs incurred as a consequence of any breach of this SIA by Subdivider and enforcement hereof, whether or not suit is brought, including without limitation, all reasonable costs of obtaining the appropriate Performance Guarantee funds and completing the Improvements, and including all design, engineering, inspection and legal costs, including reasonable attorney fees. For Improvements upon which construction has not begun, the estimated cost of the Improvements as supplied by Subdivider pursuant to Section 10 and shown on Exhibit B shall be prima facie evidence of the cost of completion; however, neither that amount nor the amount of the Performance Guarantee establishes the maximum amount of Subdivider’s liability. The Town shall be entitled to, but not obligated to, complete all unfinished Improvements after the time of default Page 10 of 15 regardless of the extent to which development has taken place in the Subdivision or whether development ever commenced. 15. Town’s Rights upon Default. In the event of default the Town shall have the following rights: A. The Town Manager may stop work on the Improvements until a schedule and agreement on compliance for construction has been reached. B. The Town may, but shall not be required to, have the Improvements constructed by such means and in such manner as the Town shall determine, without the necessity of public bidding. C. If the Town elects to have the Improvements constructed, it shall have the right to use Subdivider’s Performance Guarantee to pay for the construction of such Improvements. If the amount of the Performance Guarantee exceeds the costs of obtaining the Performance Guarantee funds and constructing the Improvements as set forth in Section 14 hereof, the Town shall deliver any excess funds to Subdivider. If the Performance Guarantee is insufficient to fully pay such costs, Subdivider shall, upon demand, pay such deficiency to the Town, together with interest thereon as provided in Section 16. D. The Town may exercise such rights it may have under Colorado law, including, without limitation, the right to bring suit against Subdivider for injunctive relief, for specific performance of this SIA, or to recover damages for the breach by Subdivider of this SIA. E. Subdivider hereby grants to the Town, its successors, assigns, agents, contractors and employees, a non-exclusive right and easement to enter the Property for the purposes of constructing, maintaining and repairing any Improvements pursuant to the provisions of this Section 15. F. In addition to any remedies provided for herein, or by law or equity, while Subdivider is in default under this SIA the Town may refuse to issue building permits for the Subdivision and Subdivider shall have no right to sell, transfer or otherwise convey lots or units within the Subdivision without the express written approval of the Town. If the Town elects not to proceed with completion of the Improvements, the Town Board may, by resolution, vacate any portion of the Subdivision plat for which Improvements have not been completed. In addition, the Town may proceed with restoring and revegetating the site, which may include removal of any uncompleted Improvements, using the Performance Guarantee to pay for the costs thereof. G. The remedies provided for in this Section and elsewhere in this SIA are cumulative in nature. 16. Interest. Any sum which is required to be paid by Subdivider to the Town under this SIA and which is not timely paid shall accrue interest at eighteen percent (18%) per annum commencing as of the date such sum was due. Page 11 of 15 17. Public Utilities. Subdivider shall pay all installation charges for lighting, electricity, natural gas, telephone and cable television required for the Subdivision. All utility lines shall be placed underground in accordance with applicable Town requirements. 18. Relocation of Utility Lines and Easements, and Oversizing. Subdivider shall bear all costs associated with relocating any water, sewer, telephone, electrical, gas or cable television lines and providing for respective easements for construction of same within and outside of the Subdivision. If oversizing is required, the cost of such oversizing shall be paid as set forth in the agreement attached as Exhibit H. 19. Debris. Subdivider shall take all steps necessary to limit and prevent the accumulation of, and to remove accumulated, mud, sediment, dirt, trash and other debris that is carried onto public property or off-site onto private property during construction of said improvements. Such obligation shall continue until all Improvements within the subdivision are completed. If Subdivider fails to remedy any conditions caused or generated by the development of the Subdivision as contemplated by this Section within 24 hours of oral or written notice by the Town, Subdivider agrees to pay to the Town upon demand any costs reasonably incurred by the Town in remedying such conditions. Nothing herein shall obligate the Town to remedy any such conditions, or limit the Town in its selection of the method or manner of remedy. 20. Payment of Fees and Charges. Subdivider agrees to comply with all the ordinances, rules and regulations of the Town and shall pay all fees and other charges in a timely manner as required by the Town, including but not limited to building permit fees, inspection fees, and tap fees imposed by Town ordinance, resolution or motion, or by the terms and conditions of this SIA. 21. Landscaping Improvements. Subdivider shall install at its own expense and at no cost to the Town, all landscaping as depicted on the approved landscaping plan. All landscaping that dies within two (2) growing seasons shall be replaced by Subdivider at its sole cost, and shall be required to live for at least one (1) year from the time it is replanted. Subdivider’s obligations under this Section shall be guaranteed as part of the Improvements. 22. Erosion Control. Subdivider shall comply with all applicable erosion control measures required by Local, State and Federal Laws. 23. Contracting Licensing. Before proceeding with any of the work contemplated herein, Subdivider shall ensure that all contractors and/or subcontractors employed by Subdivider shall have paid for and obtained an appropriate business license and other taxes or fees to the Town before commencing work on any of the Improvements. 24. No Third Party Beneficiaries. It is expressly understood and agreed that enforcement of the terms and conditions of this SIA, and all rights of action relating to such enforcement, shall be strictly reserved to the Town and Subdivider, and nothing contained in this SIA shall give or allow any such claim or right of action by any other third person on this SIA. It is the express intention of the Town and Subdivider that any person other than the Town or Subdivider Page 12 of 15 receiving services or benefits under this SIA shall be deemed to be an incidental beneficiary only. 25. Indemnification. Subdivider agrees to indemnify and hold the Town, its officers, employees, agents and insurers harmless from and against all liability, claims, and demands, on account of injury, loss or damage, including, without limitation, claims arising from bodily injury, personal injury, sickness, disease, death, property loss or damage, or any other loss of any kind whatsoever, which arise out of or are in any manner connected with the construction of the Improvements or other work performed upon the Subdivision, if such injury, loss, or damage is caused in whole or in part by, or is claimed to be caused in whole or in part by the act, omission, error, professional error, mistake, negligence, intentional act, or other fault of Subdivider, any subcontractor of Subdivider, or any officer, employee, representative, or agent of Subdivider or of any subcontractor of Subdivider, or which arise out of any worker’s compensation claim of any employee of Subdivider, or of any employee of any subcontractor of Subdivider. Subdivider agrees to investigate, handle, respond to, and to provide defense for and defend against any such liability, claims, or demands at the sole expense of Subdivider. Subdivider also agrees to bear all other costs and expenses related thereto, including court costs and attorneys’ fees, whether or not any such liability, claims or demands alleged are determined to be groundless, false, or fraudulent. 26. No Waiver. No waiver of any provision of this SIA shall be deemed to constitute a waiver of any other provision, nor shall it be deemed to constitute a continuing waiver unless expressly provided for by a written amendment to this SIA signed by both the Town and Subdivider; nor shall the waiver of any default under this SIA be deemed a waiver of any subsequent default or defaults of the same type. The Town’s failure to exercise any right under this SIA shall not constitute the approval of any wrongful act by Subdivider or the acceptance of any Improvements. 27. Vested Property Rights. This SIA shall not alter, enlarge, extend or modify any vested right obtained by Subdivider in connection with the Subdivision. Subdivider hereby waives its rights to any claims against the Town under Colorado vested property rights statutory or common laws if the Town suspends work or withdraws its approval because of false or inaccurate information provided by Subdivider. 28. Recordation. This SIA and the final plat shall be recorded by the Town in the Office of the Grand County Clerk and Recorder and Subdivider shall pay the Town the costs thereof upon demand. It is Subdivider’s obligation to prepare and submit to the Town the final plat in a form and upon material acceptable for recordation by the Clerk and Recorder. 29. Immunity. Nothing contained in this SIA shall constitute a waiver of the Town’s sovereign immunity under any applicable state or federal law. 30. Personal Jurisdiction and Venue. Personal jurisdiction and venue for any civil action commenced by either party to this SIA, whether arising out of or relating to the SIA or the Performance Guarantee, shall be deemed to be proper only if such action is commenced in the District Court of Grand County, Colorado. Subdivider Page 13 of 15 expressly waives its right to bring such action in or to remove such action to any other court, whether state or federal. 31. Code Changes. References in this SIA to any provision of the Town’s Municipal Code or to any Town or other governmental standard are intended to refer to any subsequent amendments and/or revisions to such Code or standard. Such amendments or revisions shall be binding upon Subdivider. 32. Nonassignability. This SIA may not be assigned by Subdivider without the prior written consent of the Town. 33. Notices. Any notice required or permitted hereunder shall be in writing and shall be sufficient if personally delivered, mailed by certified mail, return receipt requested, or sent by electronic mail or facsimile, addressed as follows: If to the Town: Town of Fraser Attn: Town Manager P. O. Box 370 Fraser, CO 80442 (970)-726-5491 Fax No. (970)-726-5518 e-mail: wlavanchy@town.fraser.co.us If to Subdivider: Grand Park Development, LLC P.O. Box 30 Winter Park, CO 80482 Ph: (970) 726-8600 Fax No. (970) 726-8833 Notices mailed in accordance with the above provisions shall be deemed to have been given on the third business day after mailing. Notices personally delivered shall be deemed to have been given upon delivery. Notices sent by electronic mail or facsimile shall be deemed to have been given at the time the transmission is received. Nothing herein shall prohibit the giving of notice in the manner provided for in the Colorado Rules of Civil Procedure for service of civil process. 34. Entire Agreement. This SIA constitutes the entire agreement and understanding between the parties relating to the subject matter of this SIA and supersedes any prior agreement or understanding relating to such subject matter. 35. Severability. It is understood and agreed by the parties hereto that if any part, term, or provision of this SIA is held by a court of competent jurisdiction to be illegal or in conflict with any law, state or federal, the validity of the remaining portions or provisions hereof shall not be affected, and the rights and obligations of the parties shall be construed and enforced as if the SIA did not contain the particular part, term, or provision held to be invalid. 36. Modification. This SIA may be modified or amended only by a duly authorized written instrument executed by the parties hereto. Page 14 of 15 37. Counterparts. This SIA may be executed simultaneously in two or more copies, each of which shall be considered an original for all purposes and all of which together shall constitute but one and the same instrument. 38. Binding Effect. This SIA shall run with the Property, and shall be binding upon, and shall inure to the benefit of, the parties and their respective heirs, successors, assigns, and legal representatives. 39. Governing Law. This SIA shall be interpreted in accordance with the laws of the State of Colorado. 40. Illegal Aliens. By its signature on this Agreement, Subdivider certifies that, as of the time of its signature, it does not knowingly employ or contract with any illegal alien who will perform work under this Agreement and that, in order to confirm the employment eligibility of all employees who are newly hired for employment to perform work under this Agreement, Subdivider will participate in the e-verify program or department program, as defined in C.R.S. 8-17.5-101. Subdivider agrees that it shall not knowingly employ or contract with any illegal alien to perform work under this Agreement; and that it shall not enter into a contract with a subcontractor that fails to certify to Subdivider that the subcontractor shall not knowingly employ or contract with any illegal alien to perform work under this Agreement. Subdivider has confirmed the employment eligibility of all employees who are newly hired for employment to perform work under this Agreement through participation in either the e-verify program or department program, as defined in C.R.S. 8-17.5-101. Subdivider shall not use the e-verify program or department program procedures to undertake preemployment screening of job applicants while work under this Agreement is being performed. If Subdivider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Subdivider shall: (1) notify the subcontractor and the Town within three days that Subdivider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and (2) terminate the subcontract with the subcontractor if, within three days of receiving the notice required herein, the subcontractor does not stop employing or contracting with the illegal alien; except that Subdivider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. Subdivider shall comply with any reasonable request by the Colorado Department of Labor and Employment made in the course of an investigation that the Department is undertaking pursuant to the authority established in C.R.S. 8-17.5-102(5). If Subdivider violates a provision of this paragraph, the Town may terminate this Agreement for breach of contract. If the contract is so terminated, Subdivider shall be liable for actual and consequential damages to the Town. Subdivider understands that, in the event of such a termination, the Town is required to notify the office of the Colorado Secretary of State. Incorporation of Exhibits. The following attached Exhibits are incorporated herein by reference: Exhibit A Property description Exhibit B Required improvements description and cost estimates Exhibit C Required improvements completion schedule Exhibit D Phasing of Improvements (if applicable) Page 15 of 15 Exhibit E Permitted title exceptions Exhibit F Letter of credit form Exhibit G Payment in lieu of dedication Exhibit H Agreement for payment of oversized utility fees Dated to be effective the ____ day of __________, _______. ATTEST: TOWN OF FRASER a Colorado statutory municipal corporation By: Town Clerk Mayor STATE OF COLORADO ) )ss. COUNTY OF GRAND ) The foregoing instrument was acknowledged before me this ____day of __________, _______, by ____________, Mayor, and _______________, Town Clerk of the Town of Fraser, a Colorado statutory municipal corporation. WITNESS my hand and official seal. My commission expires: __________________________ Notary Public SUBDIVIDER (NAME OF SUBDIVIDER) By: _____________________________ STATE OF COLORADO ) )ss. COUNTY OF GRAND ) The foregoing instrument was acknowledged before me this ____day of __________, _______, by . WITNESS my hand and official seal. My commission expires: _____________________ Notary Public EXHIBIT A LEGAL DESCRIPTION The Land referred to herein is located in the County of Grand, State of Colorado, and described as follows: Parcel A: PARCEL 2W.1 A PARCEL OF LAND CONSISTING OF THE FOLLOWING RECORDED PLATS; ALL OF THE WILLOWS AT GRAND PARK, FILING NO. 1 RECORDED JULY 21, 2015 AT RECEPTION NUMBER 2015-004926; ALL OF THE WILLOWS AT GRAND PARK, FILING NO. 2 RECORDED SEPTEMBER 21, 2016 AT RECEPTION NUMBER 2016-006979; ALL OF THE WILLOWS AT GRAND PARK, FILING NO. 3 RECORDED SEPTEMBER 21, 2016 AT RECEPTION NUMBER 2016-006982; ALL OF THE REPLAT OF LOT 25, THE WILLOWS AT GRAND PARK, FILING NO. 2 ACCORDING TO THE RECORDED PLAT THEREOF; LOCATED IN THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, MORE PARTICULARLY DESCRIBES AS FOLLOWS: COMMENCING AT THE W1/4 CORNER OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE NW1/4 OF THE SW1/4 OF SAID SECTION 28 BEARS S 00° 17' 02" E, (BASIS OF BEARING); THENCE N 55° 31' 18" W, 2,843.64 FEET TO THE NORTHWESTERLY CORNER OF TRACT "A" OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 1, SAID NORTHWESTERLY CORNER BEING THE TRUE POINT OF BEGINNING; THENCE THE FOLLOWING (13) THIRTEEN COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 1: 1.)THENCE N 55° 46' 36" E, 90.90 FEET; 2.)THENCE N 83° 41' 09" E, 86.86 FEET; 3.)THENCE S 41° 19' 06" E, 61.04 FEET; 4.)THENCE S 26° 54' 21" E, 53.41 FEET; 5.)THENCE S 20° 56' 01" E, 51.67 FEET; 6.)THENCE S 11° 05' 17" E, 50.17 FEET; 7.)THENCE S 17° 30' 20" W, 43.32 FEET; 8.)THENCE S 60° 34' 37" W, 54.67 FEET TO A POINT OF NON-TANGENT CURVATURE; This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 3 Commitment No: 0303426-C5 9.)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 576.00 FEET, A CENTRAL ANGLE OF 03° 25' 36" AND AN ARC LENGTH OF 34.45 FEET, THE CHORD OF WHICH BEARS S 30° 23' 49" E, 34.44 FEET; 10.)THENCE N 68° 22' 14" E, 45.20 FEET; 11.)THENCE S 70° 26' 10" E, 63.26 FEET; 12.)THENCE S 56° 07' 33" E, 460.62 FEET; 13.)THENCE S 88° 38' 45" E, 10.23 FEET TO THE NORTHWEST CORNER OF LOT 17, SAID THE WILLOWS AT GRAND PARK, FILING NO. 2; THENCE THE FOLLOWING (3) THREE COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 2: 1.)THENCE S 88° 38' 45" E, 181.60 FEET; 2.)THENCE N 04° 16' 46" W, 252.43 FEET; 3.)THENCE N 62° 16' 12" E, 47.80 FEET TO THE WEST BOUNDARY OF SAID REPLAT OF LOT 25, THE WILLOWS AT GRAND PARK, FILING NO. 2; THENCE THE FOLLOWING (3) THREE COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID REPLAT OF LOT 25, THE WILLOWS AT GRAND PARK, FILING NO. 2; 1.)THENCE N 24° 43' 32" W, 51.33 FEET; 2.)THENCE N 67° 41' 29" E, 130.00 FEET; 3.)THENCE S 29° 03' 07" E, 106.24 FEET TO THE NORTH LINE OF LOT 26, SAID WILLOWS AT GRAND PARK, FILING NO. 2: THENCE THE FOLLOWING (9) NINE COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 2: 1.)THENCE N 83° 18' 27" E, 36.68 FEET; 2.)THENCE S 49° 30' 17" E, 4.53 FEET; 3.)THENCE S 25° 43' 52" E, 130.96 FEET; 4.)THENCE S 64° 44' 28" W, 134.63 FEET TO A POINT OF NON-TANGENT CURVATURE; 5.)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 278.00 FEET, A CENTRAL ANGLE OF 05° 13' 22" AND AN ARC LENGTH OF 25.34 FEET, THE CHORD OF WHICH BEARS S 18° 55' 15" E, 25.33 FEET; 6.)THENCE N 77° 03' 17" E, 99.57 FEET; 7.)THENCE S 12° 56' 43" E, 70.41 FEET; 8.)THENCE S 01° 51' 48" W, 72.35 FEET; 9.)THENCE S 16° 04' 57" E, 34.86 FEET TO THE NORTHWEST CORNER OF LOT 34, SAID THE WILLOWS AT GRAND PARK, FILING NO. 3; THENCE THE FOLLOWING (24) TWENTY FOUR COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 3 1.)THENCE S 65° 07' 48" E, 46.55 FEET; 2.)THENCE N 27° 58' 03" E, 101.66 FEET; 3.)THENCE S 62° 01' 57" E, 62.05 FEET; 4.)THENCE N 26° 45' 37" E, 114.78 FEET; 5.)THENCE S 62° 57' 00" E, 138.18 FEET; 6.)THENCE S 17° 02' 40" E, 143.76 FEET; 7.)THENCE S 71° 11' 08" W, 112.82 FEET; This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 4 Commitment No: 0303426-C5 8.)THENCE N 64° 46' 22" W, 24.79 FEET TO A POINT OF NON-TANGENT CURVATURE; 9.)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 70.00 FEET, A CENTRAL ANGLE OF 39° 08' 31" AND AN ARC LENGTH OF 47.82 FEET, THE CHORD OF WHICH BEARS S 64° 32' 18" W, 46.80 FEET; 10.)THENCE S 14° 23' 58" E, 46.85 FEET; 11.)THENCE S 16° 13' 22" E, 141.28 FEET; 12.)THENCE S 53° 31' 41" W, 89.91 FEET TO A POINT OF NON-TANGENT CURVATURE; 13.)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 272.00 FEET, A CENTRAL ANGLE OF 08° 07' 12" AND AN ARC LENGTH OF 38.55 FEET, THE CHORD OF WHICH BEARS S 48° 08' 29" E, 38.52 FEET; 14.)THENCE N 42° 02' 41" E, 105.03 FEET; 15.)THENCE S 66° 18' 09" E, 53.33 FEET; 16.)THENCE S 87° 44' 13" E, 102.24 FEET; 17.)THENCE S 72° 40' 16" E, 39.43 FEET; 18.)THENCE S 15° 44' 16" E, 124.57 FEET; 19.)THENCE S 81° 26' 17" E, 40.44 FEET TO THE NORTHEASTERLY CORNER OF TRACT "J"; 20.)THENCE S 08° 33' 43" W, 56.00 FEET TO THE SOUTHEASTERLY CORNER OF TRACT "M"; 21.)THENCE N 81° 26' 17" W, 208.87 FEET TO A POINT OF CURVATURE; 22.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 53° 04' 19", AND AN ARC LENGTH OF 303.82 FEET, THE CHORD OF WHICH BEARS N 54° 54' 07" W, 293.07 FEET; 23.)THENCE N 28° 21' 58" W, 93.12 FEET TO A POINT OF CURVATURE; 24.)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 172.00 FEET, A CENTRAL ANGLE OF 49° 54' 09", AND AN ARC LENGTH OF 149.81 FEET, THE CHORD OF WHICH BEARS N 53° 19' 03" W,145.12 FEET TO THE SOUTHWESTERLY CORNER OF TRACT "M" BEING COINCIDENT WITH THE SOUTHEASTERLY CORNER OF TRACT "G" OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 2; THENCE THE FOLLOWING (4) FOUR COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 2: 1.)THENCE N 78° 16' 07" W, 211.95 FEET TO A POINT OF CURVATURE; 2.)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 372.00 FEET, A CENTRAL ANGLE OF 12° 55' 26", AND AN ARC LENGTH OF 83.91 FEET, THE CHORD OF WHICH BEARS N 84° 43' 50" W,83.73 FEET; 3.)THENCE S 88° 48' 26" W, 54.99 FEET TO A POINT OF CURVATURE; 4.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 13° 49' 19", AND AN ARC LENGTH OF 79.13 FEET, THE CHORD OF WHICH BEARS N 84° 16' 54" W, 78.93 FEET TO A POINT OF COMPOUND CURVATURE BEING THE SOUTHWESTERLY CORNER OF TRACT "G" BEING COINCIDENT WITH THE SOUTHEASTERLY CORNER OF TRACT "D" OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 1; THENCE THE FOLLOWING (8) EIGHT COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID WILLOWS AT GRAND PARK, FILING NO. 1: This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 5 Commitment No: 0303426-C5 1.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 13° 14' 47", AND AN ARC LENGTH OF 75.83 FEET, THE CHORD OF WHICH BEARS N 70° 44' 51" W, 75.66 FEET 2.)THENCE N 64° 07' 28" W, 101.58 FEET TO A POINT OF CURVATURE; 3.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 678.00 FEET, A CENTRAL ANGLE OF 12° 48' 11", AND AN ARC LENGTH OF 151.50 FEET, THE CHORD OF WHICH BEARS N 57° 43' 22" W, 151.19 FEET TO A POINT OF NON-TANGENCY; 4.)THENCE S 38° 40' 43" W, 38.80 FEET; 5.)THENCE N 34° 28' 52" W, 210.64 FEET TO A POINT OF CURVATURE; 6.)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3464.00 FEET, A CENTRAL ANGLE OF 02° 53' 42", AND AN ARC LENGTH OF 175.02 FEET, THE CHORD OF WHICH BEARS N 33° 02' 01" W,175.00 FEET; 7.)THENCE N 31°35'10" W, 198.76 FEET TO A POINT OF CURVATURE; 8.)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1674.85 FEET, A CENTRAL ANGLE OF 01° 24' 04", AND AN ARC LENGTH OF 40.96 FEET, THE CHORD OF WHICH BEARS N 30° 29' 47" W, 40.96 FEET TO THE POINT OF BEGINNING Parcel B: PARCEL 2W.2 Alpenglow at GP Filing No. 1 legal: A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE N 72°00'35" W, 1292.37 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 55° 40' 13" W, 476.68 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1164.00 FEET, A CENTRAL ANGLE OF 21° 11' 21" AND AN ARC LENGTH OF 430.47 FEET, THE CHORD OF WHICH BEARS N 45° 04' 32" W, 428.02 FEET; THENCE N 34° 28' 52" W, 139.00 FEET TO THE SOUTHERLY CORNER OF TRACT B, THE WILLOWS AT GRAND PARK, FILING NO. 1 RECORDED AT RECEPTION NO. 2015004926, SAID COUNTY OF GRAND RECORDS; THENCE ALONG THE SOUTHERLY LINES OF SAID THE WILLOWS AT GRAND PARK, FILING NO. 1, THE WILLOWS AT GRAND PARK, FILING NO. 2 RECORDED AT RECEPTION NO. 2016006979, AND THE WILLOWS AT GRAND PARK, FILING NO. 3 RECORDED AT RECEPTION NO. 2016006982, ALL IN SAID COUNTY OF GRAND RECORDS, THE FOLLOWING TEN (10) COURSES AND DISTANCES: 1)THENCE N 38° 40' 43" E, 38.80 FEET TO A POINT OF NON-TANGENT CURVATURE; 2)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 678.00 FEET, A This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 6 Commitment No: 0303426-C5 CENTRAL ANGLE OF 12° 48' 11" AND AN ARC LENGTH OF 151.50 FEET, THE CHORD OF WHICH BEARS S 57° 43' 22" E, 151.19 FEET; 3)THENCE S 64° 07' 28" E, 101.58 FEET TO A POINT OF CURVATURE; 4)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 27° 04' 06" AND AN ARC LENGTH OF 154.96 FEET, THE CHORD OF WHICH BEARS S 77° 39' 31" E, 153.52 FEET; 5)THENCE N 88° 48' 26" E, 54.99 FEET TO A POINT OF CURVATURE; 6)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 372.00 FEET, A CENTRAL ANGLE OF 12° 55' 26" AND AN ARC LENGTH OF 83.91 FEET, THE CHORD OF WHICH BEARS S 84° 43' 50" E, 83.73 FEET; 7)THENCE S 78° 16' 07" E, 211.95 FEET TO A POINT OF CURVATURE; 8)THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 172.00 FEET, A CENTRAL ANGLE OF 49° 54' 09" AND AN ARC LENGTH OF 149.81 FEET, THE CHORD OF WHICH BEARS S 53° 19' 03" E, 145.12 FEET; 9)THENCE S 28° 21' 58" E, 93.12 FEET TO A POINT OF CURVATURE; 10)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 23° 06' 34" AND AN ARC LENGTH OF 132.29 FEET, THE CHORD OF WHICH BEARS S 39° 55' 15" E, 131.40 FEET; S 59° 28' 19" W, 185.24 FEET; S 34° 19' 47" W, 42.74 FEET; S 16° 09' 48" E, 53.16 FEET; S 34° 19' 47" W, 70.93 FEET TO THE TRUE POINT OF BEGINNING. Alpenglow at GP Filing No. 2 legal: A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE N 82°12'21" W, 814.03 FEET TO A POINT ON NON-TANGENT CURVATURE AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2036.00 FEET, A CENTRAL ANGLE OF 00° 32' 07", AND AN ARC LENGTH OF 19.03 FEET, THE CHORD OF WHICH BEARS N 55° 24' 09" W, 19.03 FEET; THENCE N 55° 40' 13" W, 492.87 FEET TO THE SOUTH CORNER OF ALPENGLOW AT GRAND PARK FILING NO. W, A SUBDIVISION PLAT RECORDED IN THE GRAND COUNTY CLERK AND RECORDER'S OFFICE; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID ALPENGLOW AT GRAND PARK FILING NO. 1 PLAT, THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1)THENCE N 34° 19' 47" E, 70.93 FEET; 2)THENCE N 16° 09' 48" W, 53.16 FEET; 3)THENCE N 34° 19' 47" E, 42.74 FEET; This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 7 Commitment No: 0303426-C5 4)THENCE N 59° 28' 19" E, 185.24 FEET TO A POINT ON THE SOUTH LINE OF THE WILLOWS AT GRAND PARK FILING NO. 3, A SUBDIVISION PLAT RECORDED AT RECEPTION NO. 2016006982, SAID GRAND COUNTY RECORDS AND A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE SOUTH AND EAST LINES OF SAID WILLOWS AT GRAND PARK FILING NO. 3, THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1)THENCE ALONG THE ARC OF A NON-TANGNENT CURVE TO THE LEFT HAVING A RADIUS OF 328.00 FEET, A CENTRAL ANGLE OF 29° 57' 45", AND AN ARC LENGTH OF 171.53 FEET, THE CHORD OF WHICH BEARS S 66° 27' 24" E,169.58 FEET; 2)THENCE S 81° 26' 17" E, 208.87 FEET; 3)THENCE N 08° 33' 43" E, 40.93 FEET TO A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 128.53 FEET, A CENTRAL ANGLE OF 08° 52' 14" AND AN ARC LENGTH OF 19.90 FEET, THE CHORD OF WHICH BEARS S 61° 02' 06" E, 19.88 FEET; THENCE S 56° 37' 30" E, 14.62 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 73° 35' 37" AND AN ARC LENGTH OF 32.11 FEET, THE CHORD OF WHICH BEARS N 86° 34' 42" E, 29.95 FEET; THENCE S 40° 13' 07" E, 60.00 FEET TO A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 168.00 FEET, A CENTRAL ANGLE OF 28° 12' 36", AND AN ARC LENGTH OF 82.72 FEET, THE CHORD OF WHICH BEARS S 35° 40' 35" W, 81.88 FEET; THENCE S 21° 34' 17" W, 46.31 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 530.00 FEET, A CENTRAL ANGLE OF 12° 45' 27", AND AN ARC LENGTH OF 118.01 FEET, THE CHORD OF WHICH BEARS S 27° 57' 01" W, 117.77 FEET; THENCE S 34° 19' 45" W, 235.05 FEET TO THE TRUE POINT OF BEGINNING. Alpenglow at GP Filing No. 3 legal: A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 29, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PRINCIPAL MERIDIAN, FROM WHICH THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29 BEARS S 89°49'44" W (BASIS OF BEARINGS), THENCE S 72°02'19" W, 503.69 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 49° 40' 55" W, 228.06 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2036.00 FEET, A CENTRAL ANGLE OF 05° 27' 11" AND AN ARC LENGTH OF 193.77 FEET, THE CHORD OF WHICH BEARS N 52° 24' 30" W, 193.70 FEET TO A POINT ON THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF AMERICAN WILLOW DRIVE; THENCE ALONG THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF SAID AMERICAN WILLOW DRIVE, THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1)THENCE N 34° 19' 45" E, 235.05 FEET TO A POINT OF CURVATURE; 2)THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 530.00 FEET, A This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 8 Commitment No: 0303426-C5 CENTRAL ANGLE OF 12° 45' 27", AND AN ARC LENGTH OF 118.01 FEET, THE CHORD OF WHICH BEARS N 27° 57' 01" E,117.77 FEET; 3)THENCE N 21° 34' 17" E, 46.31 FEET TO A POINT OF CURVATURE; 4)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 168.00 FEET, A CENTRAL ANGLE OF 28° 12' 36" AND AN ARC LENGTH OF 82.72 FEET, THE CHORD OF WHICH BEARS N 35° 40' 35" E, 81.88 FEET; THENCE N 40° 13' 07" W, 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF AMERICAN WILLOW DRIVE AND A POINT OF NON-TANGENT CURVATURE; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINES OF SAID AMERICAN WILLOW DRIVE, THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1)THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 228.00 FEET, A CENTRAL ANGLE OF 23° 54' 44", AND AN ARC LENGTH OF 95.16 FEET, THE CHORD OF WHICH BEARS N 61° 44' 15" E, 94.47 FEET; 2)THENCE N 73° 41' 37" E, 145.45 FEET; THENCE S 44° 41' 17" E, 254.65 FEET; THENCE S 10° 25' 02" W, 32.92 FEET; THENCE S 56° 17' 11" W, 117.36 FEET; THENCE S 00° 22' 54" W, 311.01 FEET; THENCE S 40° 19' 05" W, 282.32 FEET TO THE TRUE POINT OF BEGINNING. NOTE: Upon compliance with Requirement No. 5, the legal description will read as follow: Unit ___, ALPENGLOW AT GRAND PARK, according to the Plat thereof filed ___, 2021 at Recepton No. ___. ex xtiob i (� ENGINEER'S OPINION OF PROBABLY COST GRAND PARK - WILLOWS MULTI -FAMILY By: Checked: awd WSTKE ENGINEERING Prepared: 6/10/2021 Revised: JN: 19008 A. GRADING & EROSION CONTROL QUANTITY UNIT UNIT PRICE TOTAL Al Clearing and grubbing 13.2 AC $ 2,000.00 $ 26,400 A2 Strip and store topsoil (assume 4" depth) 12640 CY $ 2.00 $ 25,280 A3 Cut to Fill onsite 37036 CY $ 2.00 $ 74,072 A4 Import Material 7097 CY $ 2.00 $ 14,194 A5 Inlet Protection 6 EA $ 600.00 $ 3,600 A6 Stabilized Staging Area 2 EA $ 2,000.00 $ 4,000 A7 Vehicle Tracking Control 4 EA $ 2,500.00 $ 10,000 A8 Concrete Washout Area 1 EA _$ 1,000.00 $ 1,000 A9 Seed and Mulch 6.0 AC $ 3,000.00 $ 18,000 A10 Silt Fence 1350 LF ,, 3.00 $ 4,050 SUBTOTAL - ''A. GRADING & EROSION CONTROL" $ 180,596 B. ROADWAY CONSTRUCTION QUANTITY UNIT UNIT PRICE Bi Saw Cut Existing Asphalt 375 LF $ 2.00 $ 750 B2 Demo and Remove Existing Storm sewer 111 LF $ 10.00 $ 1,110 B3 Demo and Remove Existing Curb & Gutter and Sidewalk 3312 SF $ 1.00 $ 3,312 B4 Demo and Remove Existing Asphalt 6275 SF S 1.00 $ 6,275 B5 6" Vertical Curb and Gutter 2555 LF 16.00 $ 40,880 B7 Mountable Curb and Gutter (Catch Gutter) 6402 LF 18.00 $ 115,236 B9 2'-8" Wide Concrete Pan (6" thick) 1018 LF 12.00 $ 12,216 B10 8' Wide Concrete Crosspan (6" thick) 240 SY 5 25.00 $ 6,000 B11 Concrete trash Enclosure Pad (12" thick) 444 SY $ 25.00 $ 11,100 B12 Aggregate Base Course (Class 6) 7" depth 11500 TONS $ 25.00 $ 287,500 B13 4" Asphalt 5113 TONS $ 95.00 $ 485,735 B14 Parking Lot Striping 2650 SF $ 1.00 $ 2,650 B15 Concrete Sidewalk 5556 SY $ 25.00 $ 138,900 B16 Concrete Curb Ramps 1345 SY $ 36.00 $ 48,420 B17 Curb Chase 17 EA $ 200.00 $ 3,400 B18 Street Signs 42 EA 120.00 $ 5,040 B19 Concrete Headwall (Irrigation Ditch) 194 FF $ 60.00 $ 11,640 B20 Retaining Wall 4680 FF $ 25.00 $ 117,000 B21 Type C Inlets 2 EA $ 3,500.00 $ 7,000 B22 18" Flared End Section 5 EA $ 700.00 $ 3,500 B23 18" Storm Sewer 477 LF S 50.00 $ 23,850 B24 24" Flared End Section 1 EA 700.00 $ 700 B25 24" Storm Sewer 932 LF $ 60.00 $ 55,920 B26 5' ID Storm manhole 1 EA $ 3,500.00 $ 3,500 B27 Type M Riprap 197 TONS 7 $ 60.00 $ 11,820 SUBTOTAL - "B. ROADWAY CONSTRUCTION" $ 1,403,454 W:\Planning Area 2W - Willows \APARTMENTS\CIVILS\Engineers Estimate 6-10-21 - 2021-09-24 Page 1 of 2 ENGINEER'S OPINION OF PROBABLY COST GRAND PARK - WILLOWS MULTI -FAMILY By: Checked: awd JTKEIN i Prepared: 6/10/2021 Revised: JN: 19008 C. UTILITY CONSTRUCTION QUANTITY UNIT UNIT PRICE WATER Cl Demo Existing Fire Hydrant (Cap at Main) 3 EA $ 1,300 $ 4,500 C2 Connection to existing system (Include Pothole, Valve, Coord W/District) 6 EA $ 2,500 $ 15,000 C3 8" Water Main 2710 LF $ 60 $ 162,600 C4 8" Gate Valves 13 EA $ 600 $ 7,800 C5 8" Tees w/Thrustblock 25 EA 600 $ 15,000 C6 8" Bends w/Thrustblock 32 EA 600 $ 19,200 C7 12" Water Main 277 LF 120 $ 33,240 C8 12" Gate Valves 2 EA 850 $ 1,700 C9 12" Tees w/Thrustblock 3 EA $ 850 $ 2,550 C10 12" Bends w/Thrustblock 1 EA $ 850 $ 850 C11 12"Plugs w/Thrustblock 1 EA 850 $ 850 C12 Fire Hydrants (Include 6" DIP, 6" Valve, & Swivle tee) 11 EA 4,000 $ 44,000 C13 Water/Fire services (6") 1600 LF 50 $ 80,000 C14 Existing Utility Crossing 2 EA 1,200 $ 2,400 SUBTOTAL - "WATER " $ 389,690 SANITARY SEWER C15 8" Sanitary Sewer Main 946 LF $ 75 $ 70,950 C16 4' 5.5. Manholes 10 EA $ 4,000 $ 40,000 C17 6" Sanitary Sewer Services (Include Wye & Cleanout) 1110 LF S 50 $ 55,500 C18 Existing Utility Crossing 1 EA 1,200 $ 1,200 SUBTOTAL - "SANITARY SEWER" $ 167,650 SUBTOTAL - "C. UTILITY CONSTRUCTION " $ 557,340 D. MISCELLANEOUS UTILITY QUANTITY UNIT UNIT PRICE TOTAL D1 Underground Dry Utility Trenching 9500 LF 10 $ 95,000 SUBTOTAL - "D. MISCELLANEOUS UTILITY" $ 95,000 E. MISCELLANEOUS QUANTITY UNIT UNIT PRICE TOTAL El Mobilization 1 EA , 30,000 $ 30,000 E2 Traffic Control 2 LS $ 500 $ 1,000 SUBTOTAL - "E. MISCELLANEOUS" $ 31,000 SUBTOTAL $ 2,267,390 Contingency (does not include Mobilization) 10% $ 223,739 TOTAL $ 2,491,129 W:\Planning Area 2W - Willows\APARTMENTS\CIVILS\Engineers Estimate 6-10-21 - 2021-09-24 Page 2 of 2 EXHIBIT C IMPROVEMENT SCHEDULE Construction of infrastructure improvements will commence within 6 months of the recordation of the Final Plat and is anticipated to be complete approximately 24 months after commencement. Commitment No: 0303426-C5 COMMITMENT FOR TITLE INSURANCE Issued by Westcor Land Title Insurance Company SCHEDULE B, PART I Requirements The following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument recorded subsequent to the effective date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise noted, all documents must be recorded in the office of the clerk and recorded of the county in which said property is located. All of the following Requirements must be met: 1.The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2.Pay the agreed amount for the estate or interest to be insured. 3.Pay the premiums, fees, and charges for the Policy to the Company. 4.Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. Recordation of properly executed plat, prepared and certified by a Colorado Registered Land Surveyor, with5. approval by the proper governing authorities noted thereon. Schedule A, Item No. 5 will be amended upon receipt thereof. NOTE: The company reserves the right to make additional requirements and/or exceptions upon review of the same. THE COMPANY RESERVES THE RIGHT TO CONDUCT AN ADDITIONAL SEARCH OF THE RECORDS IN THE OFFICE OF THE CLERK AND RECORDER FOR GRAND COUNTY, COLORADO FOR JUDGMENT LIENS, TAX LIENS OR OTHER SIMILAR OR DISSIMILAR INVOLUNTARY MATTERS AFFECTING THE GRANTEE OR GRANTEES, AND TO MAKE SUCH ADDITIONAL REQUIREMENTS AS IT DEEMS NECESSARY, AFTER THE IDENTITY OF THE GRANTEE OR GRANTEES HAS BEEN DISCLOSED TO THE COMPANY. NOTE: THIS COMMITMENT IS ISSUED UPON THE EXPRESS AGREEMENT AND UNDERSTANDING THAT THE APPLICABLE PREMIUMS, CHARGES AND FEES SHALL BE PAID BY THE APPLICANT IF THE APPLICANT AND/OR ITS DESIGNEE OR NOMINEE CLOSES THE TRANSACTION CONTEMPLATED BY OR OTHERWISE RELIES UPON THE COMMITMENT, ALL IN ACCORDANCE WITH THE RULES AND This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I Page 10 Commitment No: 0303426-C5 SCHEDULES OF RATES ON FILE WITH THE COLORADO DEPARTMENT OF INSURANCE. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I - continued Page 11 Commitment No: 0303426-C5 SCHEDULE B, PART II Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. Any loss or damage, including attorney fees, by reason of the matters shown below: Any facts, right, interests, or claims which are not shown by the Public Records but which could be1. ascertained by an inspection of said Land or by making inquiry of persons in possession thereof. Easements or claims of easements, not shown by the Public Records.2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that3. would be disclosed by an accurate and complete land survey of the Land. 4. Any lien, or right to a lien for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the Public Records or attaching subsequent to the effective date hereof, but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. Right of the Proprietor of a Vein or Lode to extract and remove his ore therefrom, should the same be found7. to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded August 1, 1887, in Book 004 at Page 502. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United8. States Patent recorded August 1, 1887, in Book 004 at Page 502 and April 27, 1918, in Book 053 at Page 481. Any and all ditches and ditch rights, reservoir and reservoir rights, and all headgate, flumes and laterals used9. in connection therewith. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II Page 12 Commitment No: 0303426-C5 Ordinance No. 238, Town of Fraser, approving an Amended and Supplemental Annexation Agreement10. recorded June 9, 1998 at Reception No. 98006150. Ordinance No. 240, Town of Fraser, approving annexation of certain territory to the Town of Fraser,11. Colorado, recorded June 9, 1998 at Reception No. 98006159. Covenants and Restrictions by and between Maryvale Village, LLC, a Colorado limited liability company12. and Thomas F. Adams, Bentley Investments, Ltd., Kevin L. Ehlers, Donald E. Mielke, E. Rick Watrous, Glenn E. Duffy, Duane A. Duffy, Briali LLC, a Colorado limited liability company, Baljit S. Nanda and Castle Hill Corporation, a Colorado corporation, dated August 5, 1999 and recorded August 9, 1999, at Reception No. 99008348. Fraser Sanitation District Pre-Inclusion Agreement recorded May 18, 2000, at Reception No. 2000-00452113. as amended by instruments recorded April 22, 2002, at Reception No. 2002-004114 and April 22, 2002, at Reception No. 2002-004115 and June 21, 2002, at Reception No. 2002-006301. Amended and Restated Annexation Agreement by the Town of Fraser and Rendezvous Colorado, LLC, a14. Colorado limited liability company recorded December 30, 2003, at Reception No. 2003-016733 and First Amendment recorded November 8, 2005, at Reception No. 2005-012708. Covenants and Restrictions (Golfing Rights Covenant) recorded May 28, 2004 at Reception No.15. 2004-006315. Terms, agreements, provisions, conditions and obligations as contained in Memorandum of Agreement16. recorded May 4, 2004 at Reception No. 2004-005237. Pre-Inclusion Agreement recorded April 8, 2005, at Reception No. 2005-003571.17. Grand Park Planned Development District Plan recorded November 8, 2005, at Reception No.18. 2005-012709. Community Charter for Grand Park Residential Property recorded December 7, 2005, at Reception No.19. 2005-013834, as supplemented, Supplement and Amendment to the Amended and Restated Supplement to the Community Charter for Grand Park Residential Property recorded September 21, 2016, at Reception No. 2016006983. Covenant for Community Enhancement Fees for Grand Park recorded December 7, 2005, at Reception No.20. 2005-013836, as supplemented, Supplement to the Covenant for Community Enhancement Fees for Grand Park recorded September 21, 2016, at Reception No. 2016006984. NOTE: The imposition of a transfer or conveyance fee is contained within the documents. The provisions for such a fee require it to be paid upon the transfer or conveyance of the Land. Such imposition may include a conveyance resulting from a foreclosure of an interest in the Land and subsequent transfer, whether or not derived through such foreclosure. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II - continued Page 13 Commitment No: 0303426-C5 Terms, agreements, provisions, conditions and obligations as contained in Final Plan: The Willows at Grand21. Park recorded July 21, 2015, at Reception No. 2015004925 and Amendment 1 The Willows at Grand Park, recorded September 21, 2016, at Reception No. 2016006978. Easements, rights of way and all other matters as shown on the Plat of The Willows at Grand Park, Filing22. No. 3, filed September 21, 2016, at Reception No. 2016006982. Subdivision Improvements Agreement recorded September 21, 2016, at Reception No. 2016006985.23. Easements, rights of way and all other matters as shown on the Plat of Willows Apratments at Grand Park,24. filed ___, 2021 at Reception No. ___. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II - continued Page 14 Commitment No: 0303426-C5 DISCLOSURE STATEMENTS Note 1: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII, requires that "Every Title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the Title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed.” (Gap Protection) Note 2: Exception No. 4 of Schedule B, Section 2 of this Commitment may be deleted from the Owner's Policy to be issued hereunder upon compliance with the following conditions: The Land described in Schedule A of this commitment must be a single-family residence, which includes a1. condominium or townhouse unit. No labor or materials may have been furnished by mechanics or materialmen for purpose of construction on2. the Land described in Schedule A of this Commitment within the past 13 months. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's3. and materialmen's liens. Any deviation from conditions A though C above is subject to such additional requirements or Information4. as the Company may deem necessary, or, at its option, the Company may refuse to delete the exception. Payment of the premium for said coverage.5. Note 3: The following disclosures are hereby made pursuant to §10-11-122, C.R.S.: The subject real property may be located in a special taxing district;(i) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the(ii) County Treasurer's authorized agent; and Information regarding special districts and the boundaries of such districts may be obtained from the(iii) County Commissioners, the County Clerk and Recorder, or the County Assessor. Note 4: If the sales price of the subject property exceeds $100,000.00, the seller shall be required to comply with the disclosure or withholding provisions of C.R.S. §39-22-604.5 (Non-resident withholding). Note 5: Pursuant to C.R.S. §10-11-123 Notice is hereby given: (a)If there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate then there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property, and (b)That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note 6: Effective September 1, 1997, C.R.S. §30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half inch the clerk and recorder may refuse to record or file any document that does not conform. Note 7: Our Privacy Policy: We will not reveal nonpublic personal customer information to any external non-affiliated organization unless we have been authorized by the customer, or are required by law. Note 8: Records: Regulation 3-5-1 Section 7 (N) provides that each title entity shall maintain adequate documentation and records sufficient to show compliance with this regulation and Title 10 of the Colorado Revised Statutes for a period of not less than seven (7) years, except as otherwise permitted by law. Note 9: Pursuant Regulation 3-5-1 Section 9 (F) notice is hereby given that “A title entity shall not earn interest on fiduciary funds unless disclosure is made to all necessary parties to a transaction that interest is or has been earned. Said disclosure must offer the opportunity to receive payment of any interest earned on such funds beyond any administrative fees as may be on file with the division. Said disclosure must be clear and conspicuous, and may be made at any time up to and including closing.” Be advised that the closing agent will or could charge an Administrative Fee for processing such an additional Page 15 services request and any resulting payee will also be subjected to a W-9 or other required tax documentation for such purpose(s). Be further advised that, for many transactions, the imposed Administrative Fee associated with such an additional service may exceed any such interest earned. Therefore, you may have the right to some of the interest earned over and above the Administrative Fee, if applicable (e.g., any money over any administrative fees involved in figuring the amounts earned). Note 10: Pursuant to Regulation 3-5-1 Section 9 (G) notice is hereby given that “Until a title entity receives written instructions pertaining to the holding of fiduciary funds, in a form agreeable to the title entity, it shall comply with the following: The title entity shall deposit funds into an escrow, trust, or other fiduciary account and hold them in a1. fiduciary capacity. The title entity shall use any funds designated as “earnest money” for the consummation of the transaction2. as evidenced by the contract to buy and sell real estate applicable to said transaction, except as otherwise provided in this section. If the transaction does not close, the title entity shall: Release the earnest money funds as directed by written instructions signed by both the buyer and seller;(a) or If acceptable written instructions are not received, uncontested funds shall be held by the title entity for(b) 180 days from the scheduled date of closing, after which the title entity shall return said funds to the payor. In the event of any controversy regarding the funds held by the title entity (notwithstanding any termination3. of the contract), the title entity shall not be required to take any action unless and until such controversy is resolved. At its option and discretion, the title entity may: Await any proceeding; or(a) Interplead all parties and deposit such funds into a court of competent jurisdiction, and recover court(b) costs and reasonable attorney and legal fees; or Deliver written notice to the buyer and seller that unless the title entity receives a copy of a summons(c) and complaint or claim (between buyer and seller), containing the case number of the lawsuit or lawsuits, within 120 days of the title entity's written notice delivered to the parties, title entity shall return the funds to the depositing party.” Page 16 Commitment No: 0303426-C5 Title Company of the Rockies Disclosures All documents received for recording or filing in the Clerk and Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The Clerk and Recorder will refuse to record or file any document that does not conform to the requirements of this section. Pursuant to C.R.S. 30-10-406(3)(a). The company will not issue its policy or policies of title insurance contemplated by this commitment until it has been provided a Certificate of Taxes due or other equivalent documentation from the County Treasurer or the County Treasurer's authorized agent: or until the Proposed Insured has notified or instructed the company in writing to the contrary. Pursuant to C.R.S. 10-11-122. No person or entity that provides closing and settlement services for a real estate transaction shall disburse funds as a part of such services until those funds have been received and are available for immediate withdrawals as a matter ofright. Pursuant to C.R.S. 38-35-125(2). The Company hereby notifies the proposed buyer in the current transaction that there may be recorded evidence that the mineral estate, or portion thereof, has been severed, leased, or otherwise conveyed from the surface estate. If so, there is a substantial likelihood that a third party holds some or all interest in the oil, gas, other minerals, or geothermal energy in the subject property. Such mineral estate may include the right to enter and use the property without the surface owner's permission. Pursuant to C.R.S. 10-11-123. If this transaction includes a sale of property and the sales price exceeds $100,000.00, the seller must comply withthe disclosure/withholding requirements of said section. (Nonresident withholding) Pursuant to C.R.S. 39-22-604.5. Notice is hereby given that: The subject property may be located in a special taxing district. A Certificate of Taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorizedagent. Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Pursuant to C.R.S. 10-11-122. Notice is hereby given that: Pursuant to Colorado Division of Insurance Regulation 8-1-2; "Gap Protection" -When this Company conducts the closing and is responsible for recording or filing the legal documents resulting from the transaction, the Company shall be responsible for all matters which appear on the record prior to such time or recording or filing; and "Mechanic's Lien Protection" - If you are the buyer of a single family residence, you may request mechanic's lien coverage to be issued on your policy of Insurance. If the property being purchased has not been the subject of construction, improvements or repairs in the last six months prior to the date of this commitment, the requirements will be payment of the appropriate premium and the completion of an Affidavit and Indemnity by the seller. If the property being purchased was constructed, improved or repaired within six months prior to the date of this commitment the requirements may involve disclosure of certain financial information, payment of premiums, and indemnity, among others. The general requirements stated above are subject to revision and approval by the Company. Pursuant to C.R.S. 10-11-122. Notice is hereby given that an ALTA Closing Protection Letter is available, upon request, to certain parties to the transaction as noted in the title commitment. Pursuant to Colorado Division of Insurance Regulation 8-1. Nothing herein contained will be deemed to obligate the Company to provide any of the coverages referred to herein unless the above conditions are fully satisfied. Page 17 PROPOSED DDA FORMATION Town of Fraser Board of Trustees November 1, 2023 PROPOSED DDA FORMATION Preliminary factors to consider: Boundaries Developable parcels Expected Development Variables to modeling inputs/assumptions: Economic – nationally and locally Legislative – assessment rates Judicial – PK Kaiser v Aurora Urban Renewal Authority PRELIMINARY TAX INCREMENT Clayton Court – mixed use residential & commercial 12, for-sale condo units & 6 ground floor commercial suites assumed ~$8mm present value, 30 years Victoria Village 13, for sale townhomes & 188 rental units assumed (current available project yields) ~$7.1 mm present value, 30 years Future development opportunities Proforma/model will continue to evolve as DDA formation progresses CONCEPTUAL DDA BOUNDARIES (NOT FINALIZED) TOWN OF FRASER RESOLUTION NO. 2023-11-03 A RESOLUTION AUTHORIZING THE TOWN MANAGER TO SIGN A LETTR OF ENGAGEMENT WITH BUTLER SNOW LLP WHEREAS,the 2017 Fraser Downtown Strategic Plan lays out a vision for developing a vibrant town center; and WHEREAS,the Town of Fraser is exploring the possible formation of a Fraser Downtown Development Authority to help with development of a Downtown Development District; and WHEREAS,specialized legal expertise would benefit the proper formation,and corresponding ballot measure, of a Downtown Development Authority; THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: The Town of Fraser Board of Trustees authorizes the Town Manager to sign a letter of engagement with Butler Snow LLP for legal assistance in matters related to formation of a Downtown Development Authority and related ballot measures,not to exceed the amount of $18,000. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED THIS 1st DAY OF NOVEMBER 2023. Votes in favor: ___BOARD OF TRUSTEES OF THE Votes opposed: ___TOWN OF FRASER, COLORADO Abstained: ___ BY: Mayor ATTEST: (S E A L) Town Clerk Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com MEMO TO:Mayor Vandernail and the Board of Trustees FROM:Sarah Catanzarite, Assistant Town Manager DATE:November 1st, 2023 SUBJECT:Special Counsel for Formation of a Downtown Development Authority (DDA) MATTER BEFORE BOARD: Determination needed from the Board of Trustees regarding the hiring of special counsel to assist in legal matters related to the possible formation of a Downtown Development Authority (DDA) and related ordinance and ballot measures. ACTION REQUESTED: Approval of Resolution 2023-11-03 authorizing the Town Manager to sign a letter of engagement with Butler Snow LLP to serve as special counsel to the Town of Fraser in matters related to possible formation of a Downtown Development Authority, and, in connection with such formation, a ballot issue(s) election to be held by the Town of Fraser on April 2, 2024. BACKGROUND: As presented in the October 18, 2023 Town of Fraser Board Meeting, Town of Fraser staff have been working closely with Downtown Colorado Inc. (DCI) to explore the possibility of formation of a Fraser DDA and use of Tax Increment Financing (TIF) within a Downtown Development District to help facilitate implementation of community goals laid out in the 2017 Downtown Fraser Strategic Plan. The area of law around formation of a DDA is rather specialized, particularly as Colorado statutes related to DDAs tend to be somewhat nuanced. DDA experts that we have consulted with around possible DDA formation for the Town of Fraser have emphasized the value of specialized legal knowledge for this matter. Butler Snow LLP has extensive experience related to DDA elections, including work with Castle Rock, Denver, Eagle, Fort Collins, Glendale, Grand Junction, Longmont, Loveland, Mt. Crested Butte, Nederland, Windsor and Littleton. Scope of Services: The scope of services would include assisting the Town with the formation of the DDA, including attending meetings of the Board of Trustees, informational meetings and presentations to the Town and the Board, drafting an organizational ordinance, and in connection with the organization, helping the Town conduct an election to authorize a debt increase payable from DDA tax increment revenue pursuant to of Article X, Section 20 of the Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Colorado (“TABOR”). Butler Snow LLP would work cooperatively with the Town to draft documents and ensure compliance with election requirements and deadlines. Their services include drafting the ordinance of the Town setting the ballot title and calling the election, assisting the Town with the notice which TABOR mandates be mailed to electors, advising the Town on compliance with the limits on the expenditure of public funds to advocate for passage of the ballot measure at the election, and answering such questions regarding the Election as presented to them by the Town. Their services do not include financial advice. Butler Snow LLP services as special counsel would be limited to those contracted for explicitly herein. It is estimated that the fees for these services would not exceed $15,000. ALTERNATIVES: The Board could choose to authorize signing a letter of engagement with Butler Snow LLP to serve as special counsel related to the formation of a DDA. Alternatively, the Board could choose not to authorize signing a letter of engagement and we would work with the Town Attorney, Kent Whitmer. RECOMMENDATION: Town staff recommends signing a letter of engagement with Bulter Snow LLP for matters related to formation of a DDA. Butler Snow LLP comes highly recommended by Downtown Colorado Inc for their expertise and experience in this area. Our present legal counsel for the town, the Kent Whitmer Law Firm, lacks prior DDA experience. While Mr.Whitmer has indicated that they could get up to speed on the matter, we recognize this would take time and expense. Given the importance of ensuring that DDA formation is done correctly and recognizing that statues and legal interpretations of these statutes may be nuanced, we feel previous experience and expertise in this area is invaluable to ensuring we move forward with the DDA in the proper and best manner. 1801 California Street Suite 5100 Denver, Colorado 80202 KIMBERLEY K. CRAWFORD (720) 330-2354 Kim.crawford@ButlerSnow.com T (720) 330-2354 F (720) 330-2301 www.butlersnow.com BUTLER SNOW LLP October 9, 2023 VIA E-MAIL Michael Brack, Town Manager Town of Fraser, Colorado 153 Fraser Avenue P.O. Box 370 Fraser, Colorado 80442 Re: April 2, 2024 Election Advice/Formation of Downtown Development Authority Dear Michael: This letter is to confirm our engagement as special counsel to the Town of Fraser, Colorado (the “Town”), in connection with the formation of a Downtown Development Authority (the “DDA”), and, in connection with such formation, a ballot issue election to be held by the Town on April 2, 2024 (the “Election”). This letter sets forth the role we propose to serve and the responsibilities we propose to assume as special counsel to the Town in connection with this engagement. Scope of Services The scope of our services will include assisting the Town with the formation of the DDA, including attending meetings of the Board of Trustees of the Town (the “Board”), informational meetings and presentations to the Town and the Board, drafting an organizational ordinance, and in connection with the organization, helping the Town conduct an election to authorize a debt increase payable from DDA tax increment revenue pursuant to of Article X, Section 20 of the Colorado (“TABOR”). Under state law, the ballot question is a question of the Town. We will work cooperatively with the Town to draft documents and ensure compliance with election requirements and deadlines. Our services include drafting the ordinance of the Town setting the ballot title and calling the election, assisting the Town with the notice which TABOR mandates be mailed to electors, advising the Town on compliance with the limits on the expenditure of public funds to advocate for passage of the ballot measure at the election, and answering such questions regarding the Election as presented to us by the Town. Our services do not include financial advice. Our services as special counsel are limited to those contracted for explicitly herein and the execution of this letter by the Town constitutes an acknowledgment of those limitations. Town of Fraser, Colorado October 9, 2023 Page 2 Please note that this engagement does not cover any advise related to agreements or financings subsequent to the organization of the DDA. Should you request our assistance on those matters we will provide a separate engagement letter. Personnel Kim Crawford and Dalton Kelley will be principally responsible for the work performed by Butler Snow LLP on your behalf and they will report to and take direction from you. Where appropriate, certain tasks may be performed by other attorneys or paralegals. At all times, however, Kim will coordinate, review, and approve all work completed for the Town. Kim and Dalton have both worked with several municipal issuers relating to DDA elections, including Castle Rock, Denver, Eagle, Fort Collins. Glendale, Grand Junction, Longmont, Loveland, Mt. Crested Butte, Nederland, Windsor and Littleton. Additionally we have assisted municipal issuers relating to the issuance of bonds by a city/town on behalf of the DDA, and have assisted on several other financing matters including setting up an interfund loan line of credit to provide the DDA with revenue for ongoing projects, drafting cooperation agreements to fund incentive agreements and make payments on a municipality’s Certificates of Participation or other financial obligations. Attorney-Client Relationship In performing our services hereunder, the Town will be our client. We will represent the interests of the Town rather than the Board of Trustees (the “Board”), the Board’s individual members, or the Town’s employees. Conflicts of Interest Before accepting any new business, the Colorado Rules of Professional Conduct (the “Rules”) require us to evaluate whether there exist any ethical constraints to representing the Town. We have completed a conflicts check within our firm and have found no current conflict between the Town and our existing clients. Financial Arrangements Butler Snow will invoice the Town at the conclusion of our engagement for our work based upon the time we spend on this matter. Butler Snow’s rates for the work by its attorneys and legal assistants vary based on the experience and expertise of the individuals involved. Typically, we adjust these rates at year-end to reflect changing economic conditions. If the firm increases rates during this engagement, we will provide written notice of those changes. The Rules require that the basis or rate of legal fees be communicated to the client in writing. Ms. Crawford’s current billing rate is $650/hour but for this engagement the rate will be reduced to Town of Fraser, Colorado October 9, 2023 Page 3 $555/hour. Mr. Kelley’s current billing rate is $390/hour but will be reduced to $335/hour for this engagement. We estimate that our fee for this matter will not exceed $15,000. Document Retention Attached as Exhibit A is a copy of our document retention policy. Termination of Engagement Upon completion of our work relating to the Election, our representation of the Town and the attorney-client relationship created by this engagement letter will be concluded. We are pleased to have the Town as our client, and look forward to a mutually satisfactory and beneficial relationship. If the foregoing terms are acceptable to you, please so indicate by having the appropriate individual execute a copy of this letter for the Town and then return the executed copy to me. Thank you. BUTLER SNOW LLP ACCEPTED AND APPROVED: TOWN OF FRASER, COLORADO By:_____________________________________ Title: ___________________________________ Date: ___________________________________ KKC/jw Enclosure Town of Fraser, Colorado October 9, 2023 Page 4 NOTICE TO CLIENTS OF BUTLER SNOW’S RECORD RETENTION & DESTRUCTION POLICY FOR CLIENT FILES Butler Snow maintains its client files electronically. Ordinarily, we do not keep separate paper files. We will scan documents you or others send to us related to your matter to our electronic file for that matter and will ordinarily retain only the electronic version while your matter is pending. Unless you instruct us otherwise, once such documents have been scanned to our electronic file, we will destroy all paper documents provided to us. If you send us original documents that need to be maintained as originals while the matter is pending, we ordinarily will scan those to our client file and return the originals to you for safekeeping. Alternatively, you may request that we maintain such originals while the matter is pending. If we agree to do that, we will make appropriate arrangements to maintain those original documents while the matter is pending. At all times, records and documents in our possession relating to your representation are subject to Butler Snow’s Record Retention and Destruction Policy for Client Files. Compliance with this policy is necessary to fulfill the firm’s legal and ethical duties and obligations, and to ensure that information and data relating to you and the legal services we provide are maintained in strict confidence at all times during and after the engagement. All client matter files are subject to these policies and procedures. At your request, at any time during the representation, you may access or receive copies of any records or documents in our possession relating to the legal services being provided to you, excluding certain firm business or accounting records. We reserve the right to retain originals or copies of any such records of documents as needed during the course of the representation. Unless you instruct us otherwise, once our work on this matter is completed, we will designate your file as a closed file on our system and will apply our document retention policy then in effect to the materials in your closed files. At that time, we ordinarily will return to you any original documents we have maintained in accordance with the preceding paragraph while the matter was pending. Otherwise, we will retain the closed file materials for our benefit and subject to our own policies and procedures concerning file retention and destruction. Accordingly, if you desire copies of any documents (including correspondence, e-mails, pleadings, contracts, agreements, etc.) related to this matter or generated while it was pending, you should request such copies at the time our work on this matter is completed. You will be notified and given the opportunity to identify and request copies of such items you would like to have sent to you or someone else designated by you. You will have 30 days from the date our notification is sent to you to advise us of any items you would like to receive. You will be billed for the expense of assimilating, copying and transmitting such records. We reserve the right to retain copies of any such items as we deem appropriate or necessary for our Town of Fraser, Colorado October 9, 2023 Page 5 use. Any non-public information, records or documents retained by Butler Snow and its employees will be kept confidential in accordance with applicable rules of professional responsibility. Any file records and documents or other items not requested within 30 days will become subject to the terms of Butler Snow’s Record Retention and Destruction Policy for Client Files and will be subject to final disposition by Butler Snow at its sole discretion. Pursuant to the terms of Butler Snow’s Record Retention and Destruction Policy for Client Files, all unnecessary or extraneous items, records or documents may be removed from the file and destroyed. The remainder of the file will be prepared for closing and placed in storage or archived. It will be retained for the period of time established by the policy for files related to this practice area, after which it will be completely destroyed. This includes all records and documents, regardless of format. While we will use our best efforts to maintain confidentiality and security over all file records and documents placed in storage or archived, to the extent allowed by applicable law, Butler Snow specifically disclaims any responsibility for claimed damages or liability arising from damage or destruction to such records and documents, whether caused by accident; natural disasters such as flood, fire, or wind damage; terrorist attacks; equipment failures; breaches of Butler Snow’s network security; or the negligence of third-party providers engaged by our firm to store and retrieve records. 63297578.v1 TOWN OF FRASER RESOLUTION NO. 2023-11-05 A RESOLUTION APPROVING REAL ESTATE CONTRACTS BETWEEN THE TOWN OF FRASER AND BYSON REAL ESTATE CO. FOR THE PURCHASE AND SALE OF CERTAIN PROPERTIES LOCATED WITHIN THE TOWN OF FRASER WHEREAS, the Town of Fraser (“Fraser”) owns the following described property in the Town of Fraser (the “Fraser Mural Park Property”): Lots 19, 20, 21, 22, and that part of Lot 23 lying West of the right of way of Doc Suzie Avenue, Block 7, FIRST ADDITION TO THE TOWN OF EASTOM AND WHEREAS, Byson Real Estate Co. (“Byson”) owns the following described property in the Town of Fraser (“the “Byson Property”): Lot 2, A RE-SUBDIVISION OF TRACTS B1 AND C OF CLAYTON SUBDIVISION, according to the plat thereof filed October 3, 1990 at Reception No. 288277 AND WHEREAS, Fraser desires to sell, and Byson desires to buy, the Fraser Mural Park Property in accordance with the terms and conditions set forth in the attached Contract to Buy and Sell Real Estate (Land) marked as Exhibit A (“Fraser Mural Park Contract”). AND WHEREAS, Byson desires to sell, and Fraser desires to buy, the Byson Property in accordance with the terms and conditions set forth in the attached Contract to Buy and Sell Real Estate (Land) marked as Exhibit B (“Byson Property Contract”). BE IT HEREBY RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1.The Town of Fraser Trustees approve of the terms and conditions of both the Fraser Mural Park Contract and the Byson Property Contract and authorize the Town Mayor and Town Clerk to sign both contracts on behalf of the Town. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS ____DAY OF______________ 2023. Votes in favor: ___BOARD OF TRUSTEES OF THE Votes opposed: ___TOWN OF FRASER, COLORADO Abstained: ___ BY: Mayor ATTEST: (S E A L) Town Clerk CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 1 of 12 CONTRACT TO BUY AND SELL REAL ESTATE 1 (LAND) 2 (Property with No Residences) 3 4 Date: 5 AGREEMENT 6 1. AGREEMENT. Buyer agrees to buy and Seller agrees to sell the Property described below on the terms and conditions set 7 forth in this contract (Contract). 8 2. PARTIES AND PROPERTY. 9 2.1. Buyer. BYSON REAL ESTATE CO, a Colorado limited liability company (Buyer) will take title to the Property 10 described below in severalty. 11 2.2. No Assignability. This Contract IS assignable by Buyer. 12 2.3. Seller. TOWN OF FRASER, a municipal corporation of the State of Colorado (Seller) is the current owner of the 13 Property described below. 14 2.4. Property. The Property is the following legally described real estate in the County of Grand, Colorado (insert legal 15 description): 16 17 Lots 19, 20, 21, 22, and that part of Lot 23 lying West of the right of way of Doc Suzie Avenue, 18 Block 7, FIRST ADDITION TO THE TOWN OF EASTOM 19 20 known as: 320 Eastom Ave. Fraser CO 80442 , 21 Street Address City State Zip 22 together with the interests, easements, rights, benefits, improvements and attached fixtures appurtenant thereto and all interest of 23 Seller in vacated streets and alleys adjacent thereto, except as herein excluded (Property). 24 2.5. Inclusions. The Purchase Price includes NO inclusions. 25 26 2.6. Exclusions. [omitted; inapplicable] 27 28 2.7. Water Rights, Well Rights, Water and Sewer Taps. [omitted; inapplicable] 29 30 2.8. Growing Crops. [omitted; inapplicable] 31 3. DATES, DEADLINES AND APPLICABILITY. 32 3.1. Dates and Deadlines. 33 Item No. Reference Event Date or Deadline 1 § 3 Time of Day Deadline N/A 2 § 4 Alternative Earnest Money Deadline N/A Title 3 § 8 Record Title Deadline (and Tax Certificate) MEC + 21 4 § 8 Record Title Objection Deadline MEC + 35 5 § 8 Off-Record Title Deadline MEC + 21 6 § 8 Off-Record Title Objection Deadline MEC + 35 7 § 8 Title Resolution Deadline MEC + 42 8 § 8 Third Party Right to Purchase/Approve Deadline N/A Owners’ Association 9 § 7 Association Documents Deadline N/A 10 § 7 Association Documents Termination Deadline N/A Seller’s Disclosures 11 § 10 Seller’s Property Disclosure Deadline MEC + 35 12 § 10 Lead-Based Paint Disclosure Deadline (if Residential Addendum attached) N/A Loan and Credit CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 2 of 12 13 § 5 New Loan Application Deadline N/A 14 § 5 New Loan Terms Deadline N/A 15 § 5 New Loan Availability Deadline N/A 16 § 5 Buyer’s Credit Information Deadline N/A 17 § 5 Disapproval of Buyer’s Credit Information Deadline N/A 18 § 5 Existing Loan Deadline N/A 19 § 5 Existing Loan Termination Deadline N/A 20 § 5 Loan Transfer Approval Deadline N/A 21 § 4 Seller or Private Financing Deadline N/A Appraisal 22 § 6.2 Appraisal Deadline MEC + 42 23 § 6.2 Appraisal Objection Deadline MEC + 49 24 Appraisal Resolution Deadline N/A Survey 25 § 9 New ILC or New Survey Deadline MEC + 42 26 § 9 New ILC or New Survey Objection Deadline MEC + 49 27 § 9 New ILC or New Survey Resolution Deadline MEC + 63 Inspection and Due Diligence 28 § 2 Water Rights Examination Deadline N/A 29 § 8 Mineral Rights Examination Deadline N/A 30 § 10 Inspection Termination Deadline MEC + 42 31 § 10 Inspection Objection Deadline MEC + 49 32 § 10 Inspection Resolution Deadline MEC + 63 33 § 10 Property Insurance Termination Deadline N/A 34 § 10 Due Diligence Documents Delivery Deadline MEC + 42 35 § 10 Due Diligence Documents Objection Deadline MEC + 49 36 § 10 Due Diligence Documents Resolution Deadline MEC + 63 37 § 10 Environmental Inspection Termination Deadline MEC + 63 38 § 10 ADA Evaluation Termination Deadline N/A 39 § 10 Conditional Sale Deadline N/A 40 § 10 Lead-Based Paint Termination Deadline (if Residential Addendum attached) N/A 41 § 11 Estoppel Statements Deadline N/A 42 § 11 Estoppel Statements Termination Deadline N/A Closing and Possession 43 § 12 Closing Date VA + 21 44 § 17 Possession Date At closing 45 § 17 Possession Time At closing 46 § 27 Acceptance Deadline Date 11-3-2023 47 § 27 Acceptance Deadline Time 5:00 PM MST 3.2. Applicability of Terms. If any deadline blank in § 3.1. (Dates and Deadlines) is left blank or completed with “N/A”, 34 or the word “Deleted,” such deadline is not applicable and the corresponding provision containing the deadline is deleted. Any box 35 checked in this Contract means the corresponding provision applies. If no box is checked in a provision that contains a selection of 36 “None”, such provision means that “None” applies. 37 The abbreviation “MEC” (mutual execution of this Contract) means the date upon which both parties have signed this Contract. The 38 abbreviation “N/A” as used in this Contract means not applicable. The abbreviation VA means the date upon which Fraser voters 39 approve this Contract. 40 3.3. Day; Computation of Period of Days; Deadlines. 41 3.3.1. Day. As used in this Contract, the term “day” means the entire day ending at 11:59 p.m., United States 42 Mountain Time (Standard or Daylight Savings, as applicable). Except however, if a Time of Day Deadline is specified in § 3.1. 43 (Dates and Deadlines), all Objection Deadlines, Resolution Deadlines, Examination Deadlines and Termination Deadlines will end 44 on the specified deadline date at the time of day specified in the Time of Day Deadline, United States Mountain Time. If Time of 45 Day Deadline is left blank or “N/A” the deadlines will expire at 11:59 p.m., United States Mountain Time. 46 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 3 of 12 3.3.2. Computation of Period of Days. In computing a period of days (e.g., three days after MEC), when the 47 ending date is not specified, the first day is excluded and the last day is included. 48 3.3.3. Deadlines. If any deadline falls on a Saturday, Sunday or federal or Colorado state holiday (Holiday), such 49 deadline Will be extended to the next day that is not a Saturday, Sunday or Holiday. Should neither box be checked, the deadline 50 will not be extended. 51 4. PURCHASE PRICE AND TERMS. 52 4.1. Price and Terms. The Purchase Price set forth below is payable in U.S. Dollars by Buyer as follows: 53 Item No. Reference Item Amount Amount 1 § 4.1. Purchase Price $ 450,000.00 2 § 4.3. Earnest Money $ 3 § 4.5. New Loan $ 4 § 4.6. Assumption Balance $ 5 § 4.7. Private Financing $ 6 § 4.7. Seller Financing $ 7 8 9 § 4.4. Cash at Closing $ 450,000.00 10 TOTAL $ 450,000.00 $ 450,000.00 4.2. Seller Concession. [omitted; inapplicable] 54 4.3. Earnest Money. [omitted; inapplicable] 55 4.4. Form of Funds; Time of Payment; Available Funds. [omitted; inapplicable] 56 4.5. New Loan. [omitted; inapplicable] 57 4.6. Assumption. [omitted; inapplicable] 58 4.7. Seller or Private Financing. [omitted; inapplicable] 59 TRANSACTION PROVISIONS 60 5. FINANCING CONDITIONS AND OBLIGATIONS. [omitted; inapplicable] 61 6. APPRAISAL PROVISIONS. 62 6.1. Appraisal Definition. An “Appraisal” is an opinion of value prepared by a licensed or certified appraiser, engaged on 63 behalf of Buyer to determine the Property’s market value (Appraised Value). The Appraisal may also set forth certain lender 64 requirements, replacements, removals or repairs necessary on or to the Property as a condition for the Property to be valued at the 65 Appraised Value. 66 6.2. Right to an Appraisal. Buyer has the right to obtain an Appraisal. If the Appraised Value is less than the Purchase 67 Price, or if the Appraisal is not received by Buyer on or before Appraisal Deadline Buyer may, on or before Appraisal Objection 68 Deadline, notify Seller in writing pursuant to § 25.1, that this Contract is terminated. 69 6.3. Cost of Appraisal. Cost of the Appraisal to be obtained after the date of this Contract must be timely paid by 70 BUYER. The cost of the Appraisal may include any and all fees paid to the appraiser, appraisal management company, lender’s 71 agent or all three. 72 73 74 7. OWNERS’ ASSOCIATIONS. [omitted; inapplicable] 75 8. TITLE INSURANCE, RECORD TITLE AND OFF-RECORD TITLE. 76 8.1. Evidence of Record Title. 77 8.1.1. Seller Selects Title Insurance Company. Seller will select the title insurance company to furnish the 78 owner’s title insurance policy at Seller’s expense. On or before Record Title Deadline, Seller must furnish to Buyer, a current 79 commitment for an owner’s title insurance policy (Title Commitment), in an amount equal to the Purchase Price. 80 8.1.2. Buyer Selects Title Insurance Company. [omitted; inapplicable] 81 8.1.3. Owner’s Extended Coverage (OEC). The Title Commitment Will contain Owner’s Extended Coverage 82 (OEC). If the Title Commitment is to contain OEC, it will commit to delete or insure over the standard exceptions which relate to: 83 (1) parties in possession, (2) unrecorded easements, (3) survey matters, (4) unrecorded mechanics’ liens, (5) gap period (period 84 between the effective date and time of commitment to the date and time the deed is recorded) and (6) unpaid taxes, assessments and 85 unredeemed tax sales prior to the year of Closing. Any additional premium expense to obtain OEC will be paid by Buyer. 86 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 4 of 12 Regardless of whether the Contract requires OEC, the Title Insurance Commitment may not provide OEC or delete or insure over 87 any or all of the standard exceptions for OEC. The Title Insurance Company may require a New Survey or New ILC, defined below, 88 among other requirements for OEC. If the Title Insurance Commitment is not satisfactory to Buyer, Buyer has a right to object under 89 § 8.7. (Right to Object to Title, Resolution). 90 8.1.4. Title Documents. Title Documents consist of the following: (1) copies of any plats, declarations, covenants, 91 conditions and restrictions burdening the Property and (2) copies of any other documents (or, if illegible, summaries of such 92 documents) listed in the schedule of exceptions (Exceptions) in the Title Commitment furnished to Buyer (collectively, Title 93 Documents). 94 8.1.5. Copies of Title Documents. Buyer must receive, on or before Record Title Deadline, copies of all Title 95 Documents. This requirement pertains only to documents as shown of record in the office of the clerk and recorder in the county 96 where the Property is located. The cost of furnishing copies of the documents required in this Section will be at the expense of the 97 party or parties obligated to pay for the owner’s title insurance policy. 98 8.1.6. Existing Abstracts of Title. Seller must deliver to Buyer copies of any abstracts of title covering all or any 99 portion of the Property (Abstract of Title) in Seller’s possession on or before Record Title Deadline. 100 8.2. Record Title. Buyer has the right to review and object to the Abstract of Title or Title Commitment and any of the 101 Title Documents as set forth in § 8.7. (Right to Object to Title, Resolution) on or before Record Title Objection Deadline. Buyer’s 102 objection may be based on any unsatisfactory form or content of Title Commitment or Abstract of Title, notwithstanding § 13, or 103 any other unsatisfactory title condition, in Buyer’s sole subjective discretion. If the Abstract of Title, Title Commitment or Title 104 Documents are not received by Buyer on or before the Record Title Deadline, or if there is an endorsement to the Title Commitment 105 that adds a new Exception to title, a copy of the new Exception to title and the modified Title Commitment will be delivered to 106 Buyer. Buyer has until the earlier of Closing or ten days after receipt of such documents by Buyer to review and object to: (1) any 107 required Title Document not timely received by Buyer, (2) any change to the Abstract of Title, Title Commitment or Title Documents, 108 or (3) any endorsement to the Title Commitment. If Seller receives Buyer’s Notice to Terminate or Notice of Title Objection, 109 pursuant to this § 8.2. (Record Title), any title objection by Buyer is governed by the provisions set forth in § 8.7. (Right to Object 110 to Title, Resolution). If Seller has fulfilled all Seller’s obligations, if any, to deliver to Buyer all documents required by § 8.1. 111 (Evidence of Record Title) and Seller does not receive Buyer’s Notice to Terminate or Notice of Title Objection by the applicable 112 deadline specified above, Buyer accepts the condition of title as disclosed by the Abstract of Title, Title Commitment and Title 113 Documents as satisfactory. 114 8.3. Off-Record Title. Seller must deliver to Buyer, on or before Off-Record Title Deadline, true copies of all existing 115 surveys in Seller’s possession pertaining to the Property and must disclose to Buyer all easements, liens (including, without 116 limitation, governmental improvements approved, but not yet installed) or other title matters not shown by public records, of which 117 Seller has actual knowledge (Off-Record Matters). This Section excludes any New ILC or New Survey governed under § 9 (New 118 ILC, New Survey). Buyer has the right to inspect the Property to investigate if any third party has any right in the Property not shown 119 by public records (e.g., unrecorded easement, boundary line discrepancy or water rights). Buyer’s Notice to Terminate or Notice of 120 Title Objection of any unsatisfactory condition (whether disclosed by Seller or revealed by such inspection, notwithstanding § 8.2. 121 (Record Title) and § 13 (Transfer of Title), in Buyer’s sole subjective discretion, must be received by Seller on or before Off-Record 122 Title Objection Deadline. If an Off-Record Matter is received by Buyer after the Off-Record Title Deadline, Buyer has until the 123 earlier of Closing or ten days after receipt by Buyer to review and object to such Off-Record Matter. If Seller receives Buyer’s Notice 124 to Terminate or Notice of Title Objection pursuant to this § 8.3. (Off-Record Title), any title objection by Buyer is governed by the 125 provisions set forth in § 8.7. (Right to Object to Title, Resolution). If Seller does not receive Buyer’s Notice to Terminate or Notice 126 of Title Objection by the applicable deadline specified above, Buyer accepts title subject to such Off-Record Matters and rights, if 127 any, of third parties not shown by public records of which Buyer has actual knowledge. 128 8.4. Special Taxing Districts. SPECIAL TAXING DISTRICTS MAY BE SUBJECT TO GENERAL OBLIGATION 129 INDEBTEDNESS THAT IS PAID BY REVENUES PRODUCED FROM ANNUAL TAX LEVIES ON THE TAXABLE 130 PROPERTY WITHIN SUCH DISTRICTS. PROPERTY OWNERS IN SUCH DISTRICTS MAY BE PLACED AT RISK 131 FOR INCREASED MILL LEVIES AND TAX TO SUPPORT THE SERVICING OF SUCH DEBT WHERE 132 CIRCUMSTANCES ARISE RESULTING IN THE INABILITY OF SUCH A DISTRICT TO DISCHARGE SUCH 133 INDEBTEDNESS WITHOUT SUCH AN INCREASE IN MILL LEVIES. BUYERS SHOULD INVESTIGATE THE 134 SPECIAL TAXING DISTRICTS IN WHICH THE PROPERTY IS LOCATED BY CONTACTING THE COUNTY 135 TREASURER, BY REVIEWING THE CERTIFICATE OF TAXES DUE FOR THE PROPERTY AND BY OBTAINING 136 FURTHER INFORMATION FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND 137 RECORDER, OR THE COUNTY ASSESSOR. 138 8.5. Tax Certificate. A tax certificate paid for by Seller, for the Property listing any special taxing districts that affect the 139 Property (Tax Certificate) must be delivered to Buyer on or before Record Title Deadline. If the Property is located within a special 140 taxing district and such inclusion is unsatisfactory to Buyer, in Buyer’s sole subjective discretion, Buyer may terminate, on or before 141 Record Title Objection Deadline. Should Buyer receive the Tax Certificate after Record Title Deadline, Buyer, at Buyer’s option, 142 has the Right to Terminate under § 24.1. by Buyer’s Notice to Terminate received by Seller on or before ten days after Buyer’s 143 receipt of the Tax Certificate. If Buyer does not receive the Tax Certificate, or if Buyer’s Notice to Terminate would otherwise be 144 required to be received by Seller after Closing Date, Buyer’s Notice to Terminate must be received by Seller on or before Closing. 145 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 5 of 12 If Seller does not receive Buyer’s Notice to Terminate within such time, Buyer accepts the provisions of the Tax Certificate and the 146 inclusion of the Property in a special taxing district, if applicable, as satisfactory and Buyer waives any Right to Terminate under 147 this provision. If Buyer’s loan specified in §4.5.3. (Loan Limitations) prohibits Buyer from paying for the Tax Certificate, the Tax 148 Certificate will be paid for by Seller. 149 8.6. Third Party Right to Purchase/Approve. If any third party has a right to purchase the Property (e.g., right of first 150 refusal on the Property, right to purchase the Property under a lease or an option held by a third party to purchase the Property) or a 151 right of a third party to approve this Contract, Seller must promptly submit this Contract according to the terms and conditions of 152 such right. If the third-party holder of such right exercises its right this Contract will terminate. If the third party’s right to purchase 153 is waived explicitly or expires, or the Contract is approved, this Contract will remain in full force and effect. Seller must promptly 154 notify Buyer in writing of the foregoing. If the third party right to purchase is exercised or approval of this Contract has not occurred 155 on or before Third Party Right to Purchase/Approve Deadline, this Contract will then terminate. Seller will supply to Buyer, in 156 writing, details of any Third Party Right to Purchase the Property on or before the Record Title Deadline. 157 8.7. Right to Object to Title, Resolution. Buyer has a right to object or terminate, in Buyer’s sole subjective discretion, 158 based on any title matters including those matters set forth in § 8.2. (Record Title), § 8.3. (Off-Record Title), § 8.5. (Special Taxing 159 District) and § 13 (Transfer of Title). If Buyer exercises Buyer’s rights to object or terminate based on any such title matter, on or 160 before the applicable deadline, Buyer has the following options: 161 8.7.1. Title Objection, Resolution. If Seller receives Buyer’s written notice objecting to any title matter (Notice of 162 Title Objection) on or before the applicable deadline and if Buyer and Seller have not agreed to a written settlement thereof on or 163 before Title Resolution Deadline, this Contract will terminate on the expiration of Title Resolution Deadline, unless Seller receives 164 Buyer’s written withdrawal of Buyer’s Notice of Title Objection (i.e., Buyer’s written notice to waive objection to such items and 165 waives the Right to Terminate for that reason), on or before expiration of Title Resolution Deadline. If either the Record Title 166 Deadline or the Off-Record Title Deadline, or both, are extended pursuant to § 8.2. (Record Title) or § 8.3. (Off-Record Title) the 167 Title Resolution Deadline also will be automatically extended to the earlier of Closing or fifteen days after Buyer’s receipt of the 168 applicable documents; or 169 8.7.2. Title Objection, Right to Terminate. Buyer may exercise the Right to Terminate under § 24.1., on or before 170 the applicable deadline, based on any title matter unsatisfactory to Buyer, in Buyer’s sole subjective discretion. 171 8.8. Title Advisory. The Title Documents affect the title, ownership and use of the Property and should be reviewed 172 carefully. Additionally, other matters not reflected in the Title Documents may affect the title, ownership and use of the Property, 173 including, without limitation, boundary lines and encroachments, set-back requirements, area, zoning, building code violations, 174 unrecorded easements and claims of easements, leases and other unrecorded agreements, water on or under the Property and various 175 laws and governmental regulations concerning land use, development and environmental matters. 176 8.8.1. OIL, GAS, WATER AND MINERAL DISCLOSURE. THE SURFACE ESTATE OF THE 177 PROPERTY MAY BE OWNED SEPARATELY FROM THE UNDERLYING MINERAL ESTATE AND TRANSFER OF 178 THE SURFACE ESTATE MAY NOT NECESSARILY INCLUDE TRANSFER OF THE MINERAL ESTATE OR WATER 179 RIGHTS. THIRD PARTIES MAY OWN OR LEASE INTERESTS IN OIL, GAS, OTHER MINERALS, GEOTHERMAL 180 ENERGY OR WATER ON OR UNDER THE SURFACE OF THE PROPERTY, WHICH INTERESTS MAY GIVE THEM 181 RIGHTS TO ENTER AND USE THE SURFACE OF THE PROPERTY TO ACCESS THE MINERAL ESTATE, OIL, 182 GAS OR WATER. 183 8.8.2. SURFACE USE AGREEMENT. THE USE OF THE SURFACE ESTATE OF THE PROPERTY TO 184 ACCESS THE OIL, GAS OR MINERALS MAY BE GOVERNED BY A SURFACE USE AGREEMENT, A 185 MEMORANDUM OR OTHER NOTICE OF WHICH MAY BE RECORDED WITH THE COUNTY CLERK AND 186 RECORDER. 187 8.8.3. OIL AND GAS ACTIVITY. OIL AND GAS ACTIVITY THAT MAY OCCUR ON OR ADJACENT 188 TO THE PROPERTY MAY INCLUDE, BUT IS NOT LIMITED TO, SURVEYING, DRILLING, WELL COMPLETION 189 OPERATIONS, STORAGE, OIL AND GAS, OR PRODUCTION FACILITIES, PRODUCING WELLS, REWORKING 190 OF CURRENT WELLS AND GAS GATHERING AND PROCESSING FACILITIES. 191 8.8.4. ADDITIONAL INFORMATION. BUYER IS ENCOURAGED TO SEEK ADDITIONAL 192 INFORMATION REGARDING OIL AND GAS ACTIVITY ON OR ADJACENT TO THE PROPERTY, INCLUDING 193 DRILLING PERMIT APPLICATIONS. THIS INFORMATION MAY BE AVAILABLE FROM THE COLORADO OIL 194 AND GAS CONSERVATION COMMISSION. 195 8.8.5. Title Insurance Exclusions. Matters set forth in this Section and others, may be excepted, excluded from, or 196 not covered by the owner’s title insurance policy. 197 8.9. Mineral Rights Review. Buyer has a Right to Terminate if examination of the Mineral Rights is unsatisfactory to 198 Buyer on or before the Mineral Rights Examination Deadline. 199 9. NEW SURVEY. 200 9.1. New Survey. A New Survey in the form of an ALTA LAND SURVEY PLAT is required. Seller will order the New 201 ILC or New Survey. The cost of the New Survey will be paid, on or before Closing, by SELLER. 202 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 6 of 12 9.1.3. Delivery of New Survey. Buyer, Seller, and the issuer of the Title Commitment will receive a copy of the 203 New Survey on or before New Survey Deadline. 204 9.1.4. Certification of New Survey. The New Survey will be certified by the surveyor to all those who are to receive 205 the New Survey. 206 9.2. Buyer’s Right to Waive or Change New Survey Selection. Buyer may select a New Survey different than initially 207 specified in this Contract if there is no additional cost to Seller or change to the New Survey Objection Deadline. Buyer may, in 208 Buyer’s sole subjective discretion, waive a New Survey if done prior to Seller incurring any cost for the same. 209 9.3. New Survey Objection. Buyer has the right to review and object based on the New Survey. If the New Survey is not 210 timely received by Buyer or is unsatisfactory to Buyer, in Buyer’s sole subjective discretion, Buyer may, on or before New Survey 211 Objection Deadline, notwithstanding § 8.3. or § 13: 212 9.3.1. Notice to Terminate. Notify Seller in writing, pursuant to § 24.1., that this Contract is terminated; or 213 9.3.2. New Survey Objection. Deliver to Seller a written description of any matter that was to be shown or is shown 214 in the New Survey that is unsatisfactory and that Buyer requires Seller to correct. 215 9.3.3. New Survey Resolution. If a New Survey Objection is received by Seller, on or before New Survey 216 Objection Deadline and if Buyer and Seller have not agreed in writing to a settlement thereof on or before New Survey Resolution 217 Deadline, this Contract will terminate on expiration of the New Survey Resolution Deadline, unless Seller receives Buyer’s written 218 withdrawal of the New Survey Objection before such termination (i.e., on or before expiration of New Survey Resolution Deadline). 219 DISCLOSURE, INSPECTION AND DUE DILIGENCE 220 10. PROPERTY DISCLOSURE, INSPECTION, INDEMNITY, INSURABILITY, DUE DILIGENCE AND SOURCE OF 221 WATER. 222 10.1. Seller’s Property Disclosure. On or before Seller’s Property Disclosure Deadline, Seller agrees to deliver to Buyer 223 the most current version of the applicable Colorado Real Estate Commission’s Seller’s Property Disclosure form completed by Seller 224 to Seller’s actual knowledge and current as of the date of this Contract. 225 10.2. Disclosure of Adverse Material Facts; Subsequent Disclosure; Present Condition. Seller must disclose to Buyer 226 any adverse material facts actually known by Seller as of the date of this Contract. Seller agrees that disclosure of adverse material 227 facts will be in writing. In the event Seller discovers an adverse material fact after the date of this Contract, Seller must timely 228 disclose such adverse fact to Buyer. Buyer has the Right to Terminate based on the Seller’s new disclosure on the earlier of Closing 229 or five days after Buyer’s receipt of the new disclosure. Except as otherwise provided in this Contract, Buyer acknowledges that 230 Seller is conveying the Property to Buyer in an “As Is” condition, “Where Is” and “With All Faults.” 231 10.3. Inspection. Unless otherwise provided in this Contract, Buyer, acting in good faith, has the right to have inspections 232 (by one or more third parties, personally or both) of the Property, Leased Items, and Inclusions (Inspection), at Buyer’s expense. If 233 (1) the physical condition of the Property, including, but not limited to, the roof, walls, structural integrity of the Property, the 234 electrical, plumbing, HVAC and other mechanical systems of the Property, (2) the physical condition of the Inclusions and Leased 235 Items, (3) service to the Property (including utilities and communication services), systems and components of the Property (e.g., 236 heating and plumbing), (4) any proposed or existing transportation project, road, street or highway, or (5) any other activity, odor or 237 noise (whether on or off the Property) and its effect or expected effect on the Property or its occupants is unsatisfactory, in Buyer’s 238 sole subjective discretion, Buyer may: 239 10.3.1. Inspection Termination. On or before the Inspection Termination Deadline, notify Seller in writing, 240 pursuant to § 24.1., that this Contract is terminated due to any unsatisfactory condition, provided the Buyer did not previously deliver 241 an Inspection Objection. Buyer’s Right to Terminate under this provision expires upon delivery of an Inspection Objection to Seller 242 pursuant to § 10.3.2.; or 243 10.3.2. Inspection Objection. On or before the Inspection Objection Deadline, deliver to Seller a written 244 description of any unsatisfactory condition that Buyer requires Seller to correct. 245 10.3.3. Inspection Resolution. If an Inspection Objection is received by Seller, on or before Inspection Objection 246 Deadline and if Buyer and Seller have not agreed in writing to a settlement thereof on or before Inspection Resolution Deadline, 247 this Contract will terminate on Inspection Resolution Deadline unless Seller receives Buyer’s written withdrawal of the Inspection 248 Objection before such termination (i.e., on or before expiration of Inspection Resolution Deadline). Nothing in this provision 249 prohibits the Buyer and the Seller from mutually terminating this Contract before the Inspection Resolution Deadline passes by 250 executing an Earnest Money Release. 251 10.4. Damage, Liens and Indemnity. Buyer, except as otherwise provided in this Contract or other written agreement 252 between the parties, is responsible for payment for all inspections, tests, surveys, engineering reports, or other reports performed at 253 Buyer’s request (Work) and must pay for any damage that occurs to the Property and Inclusions as a result of such Work. Buyer 254 must not permit claims or liens of any kind against the Property for Work performed on the Property. Buyer agrees to indemnify, 255 protect and hold Seller harmless from and against any liability, damage, cost or expense incurred by Seller and caused by any such 256 Work, claim, or lien. This indemnity includes Seller’s right to recover all costs and expenses incurred by Seller to defend against 257 any such liability, damage, cost or expense, or to enforce this Section, including Seller’s reasonable attorney fees, legal fees and 258 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 7 of 12 expenses. The provisions of this Section survive the termination of this Contract. This § 10.4. does not apply to items performed 259 pursuant to an Inspection Resolution. 260 10.5. Insurability. Buyer has the Right to Terminate under § 24.1., on or before Property Insurance Termination 261 Deadline, based on any unsatisfactory provision of the availability, terms and conditions and premium for property insurance 262 (Property Insurance) on the Property, in Buyer’s sole subjective discretion. 263 10.6. Due Diligence. 264 10.6.1. Due Diligence Documents. Seller agrees to deliver copies of the following documents and information 265 pertaining to the Property and Leased Items (Due Diligence Documents) to Buyer on or before Due Diligence Documents Delivery 266 Deadline: 267 10.6.1.1. Any documents in Seller’s possession pertaining to the Property, including, but not limited to: 268 269 • Surveys 270 • Soil reports 271 • Geotechnical reports 272 • Engineering reports 273 • Environmental assessments 274 • Wetland delineations 275 • Tax notices 276 277 10.6.2. Due Diligence Documents Review and Objection. Buyer has the right to review and object based on the Due 278 Diligence Documents. If the Due Diligence Documents are not supplied to Buyer or are unsatisfactory, in Buyer’s sole subjective 279 discretion, Buyer may, on or before Due Diligence Documents Objection Deadline: 280 10.6.2.1. Notice to Terminate. Notify Seller in writing, pursuant to § 24.1., that this Contract is terminated; 281 or 282 10.6.2.2. Due Diligence Documents Objection. Deliver to Seller a written description of any 283 unsatisfactory Due Diligence Documents that Buyer requires Seller to correct. 284 10.6.2.3. Due Diligence Documents Resolution. If a Due Diligence Documents Objection is received by 285 Seller, on or before Due Diligence Documents Objection Deadline and if Buyer and Seller have not agreed in writing to a settlement 286 thereof on or before Due Diligence Documents Resolution Deadline, this Contract will terminate on Due Diligence Documents 287 Resolution Deadline unless Seller receives Buyer’s written withdrawal of the Due Diligence Documents Objection before such 288 termination (i.e., on or before expiration of Due Diligence Documents Resolution Deadline. 289 10.6.3. Zoning. Buyer has the Right to Terminate under § 24.1., on or before Due Diligence Documents Objection 290 Deadline, based on any unsatisfactory zoning and any use restrictions imposed by any governmental agency with jurisdiction over 291 the Property, in Buyer’s sole subjective discretion. 292 10.6.4. Due Diligence – Environmental, ADA. Buyer has the right to obtain environmental inspections of the 293 Property including Phase I and Phase II Environmental Site Assessments, as applicable. SELLER will order or provide Phase I 294 Environmental Site Assessment, Phase II Environmental Site Assessment (compliant with most current version of the applicable 295 ASTM E1527 standard practices for Environmental Site Assessments) at SELLER’S expense (Environmental Inspection). 296 If Buyer’s Phase I Environmental Site Assessment recommends a Phase II Environmental Site Assessment, the Environmental 297 Inspection Termination Deadline will be extended by 60 days (Extended Environmental Inspection Objection Deadline) and if 298 such Extended Environmental Inspection Objection Deadline extends beyond the Closing Date, the Closing Date will be extended 299 a like period of time. In such event, SELLER must pay the cost for such Phase II Environmental Site Assessment. 300 Notwithstanding Buyer’s right to obtain additional environmental inspections of the Property in this § 10.6.4., Buyer has the 301 Right to Terminate under § 24.1., on or before Environmental Inspection Termination Deadline, or if applicable, the Extended 302 Environmental Inspection Objection Deadline, based on any unsatisfactory results of Environmental Inspection, in Buyer’s sole 303 subjective discretion. 304 Buyer has the Right to Terminate under § 24.1., on or before ADA Evaluation Termination Deadline, based on any 305 unsatisfactory ADA Evaluation, in Buyer’s sole subjective discretion. 306 10.7. Conditional Upon Sale of Property. [omitted; inapplicable] 307 10.8. Source of Potable Water (Residential Land and Residential Improvements Only). [omitted; inapplicable] 308 10.9. Existing Leases; Modification of Existing Leases; New Leases. [omitted; inapplicable] 309 10.10. Lead-Based Paint. [omitted; inapplicable] 310 10.11. Carbon Monoxide Alarms. [omitted; inapplicable] 311 10.12. Methamphetamine Disclosure. [omitted; inapplicable] 312 11. TENANT ESTOPPEL STATEMENTS. [omitted; inapplicable] 313 CLOSING PROVISIONS 314 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 8 of 12 12. CLOSING DOCUMENTS, INSTRUCTIONS AND CLOSING. 315 12.1. Closing Documents and Closing Information. Seller and Buyer will cooperate with the Closing Company to enable 316 the Closing Company to prepare and deliver documents required for Closing to Buyer and Seller and their designees. If Buyer is 317 obtaining a loan to purchase the Property, Buyer acknowledges Buyer’s lender is required to provide the Closing Company, in a 318 timely manner, all required loan documents and financial information concerning Buyer’s loan. Buyer and Seller will furnish any 319 additional information and documents required by Closing Company that will be necessary to complete this transaction. Buyer and 320 Seller will sign and complete all customary or reasonably required documents at or before Closing. 321 12.2. Closing Instructions. Colorado Real Estate Commission’s Closing Instructions ARE NOT executed with this Contract. 322 12.3. Closing. Delivery of deed from Seller to Buyer will be at closing (Closing). Closing will be on the date specified as 323 the Closing Date or by mutual agreement at an earlier date. The hour and place of Closing will be as designated by mutual agreement 324 of the parties. 325 12.4. Disclosure of Settlement Costs. Buyer and Seller acknowledge that costs, quality and extent of service vary between 326 different settlement service providers (e.g., attorneys, lenders, inspectors and title companies). 327 12.5. Assignment of Leases. [omitted; inapplicable] 328 13. TRANSFER OF TITLE. Subject to Buyer’s compliance with the terms and provisions of this Contract, including the tender 329 of any payment due at Closing, Seller must execute and deliver the following good and sufficient deed to Buyer, at Closing: 330 SPECIAL WARRANTY DEED. Seller, provided another deed is not selected, must execute and deliver a good and sufficient special 331 warranty deed to Buyer, at Closing. 332 Unless otherwise specified in § 29 (Additional Provisions), if title will be conveyed using a special warranty deed or a general 333 warranty deed, title will be conveyed “subject to statutory exceptions” as defined in §38-30-113(5)(a), C.R.S. 334 14. PAYMENT OF LIENS AND ENCUMBRANCES. Unless agreed to by Buyer in writing, any amounts owed on any liens 335 or encumbrances securing a monetary sum against the Property and Inclusions, including any governmental liens for special 336 improvements installed as of the date of Buyer’s signature hereon, whether assessed or not, and previous years’ taxes, will be paid 337 at or before Closing by Seller from the proceeds of this transaction or from any other source. 338 15. CLOSING COSTS, FEES, ASSOCIATION STATUS LETTER AND DISBURSEMENTS, TAXES AND 339 WITHHOLDING. 340 15.1. Closing Costs. Buyer and Seller must pay, in Good Funds, their respective closing costs and all other items required 341 to be paid at Closing, except as otherwise provided herein. 342 15.2. Closing Services Fee. The fee for real estate closing services must be paid at Closing by ONE-HALF BY BUYER 343 AND ONE-HALF BY SELLER. 344 15.3. Association Fees and Required Disbursements. [omitted; inapplicable] 345 15.4. Local Transfer Tax. [omitted; inapplicable] 346 15.5. Sales and Use Tax. [omitted; inapplicable] 347 15.6. Private Transfer Fee. [omitted; inapplicable] 348 15.7. Water Transfer Fees. [omitted; inapplicable] 349 15.8. Utility Transfer Fees. [omitted; inapplicable] 350 15.9. FIRPTA and Colorado Withholding. 351 15.9.1. FIRPTA. The Internal Revenue Service (IRS) may require a substantial portion of the Seller’s proceeds be 352 withheld after Closing when Seller is a foreign person. If required withholding does not occur, the Buyer could be held liable for the 353 amount of the Seller’s tax, interest and penalties. Seller represents that Seller is not a foreign person for purposes of U.S. income 354 taxation. Seller agrees to cooperate with Buyer and Closing Company to provide any reasonably requested documents to verify 355 Seller’s foreign person status. If withholding is required, Seller authorizes Closing Company to withhold such amount from Seller’s 356 proceeds. Seller should inquire with Seller’s tax advisor to determine if withholding applies or if an exemption exists. 357 15.9.2. Colorado Withholding. The Colorado Department of Revenue may require a portion of the Seller’s proceeds 358 be withheld after Closing when Seller will not be a Colorado resident after Closing, if not otherwise exempt. Seller agrees to 359 cooperate with Buyer and Closing Company to provide any reasonably requested documents to verify Seller’s status. If withholding 360 is required, Seller authorizes Closing Company to withhold such amount from Seller’s proceeds. Seller should inquire with Seller’s 361 tax advisor to determine if withholding applies or if an exemption exists. 362 16. PRORATIONS AND ASSOCIATION ASSESSMENTS. 363 16.1. Prorations. The following will be prorated to the Closing Date, except as otherwise provided: 364 16.1.1. Taxes. Personal property taxes, if any, special taxing district assessments, if any, and general real estate taxes 365 for the year of Closing, based on TAXES FOR THE CALENDAR YEAR IMMEDIATELY PRECEDING CLOSING. 366 16.1.2. Rents. [omitted; inapplicable] 367 16.1.3. Other Prorations. [omitted; inapplicable] 368 16.1.4. Final Settlement. Unless otherwise specified in Additional Provisions, these prorations are final. 369 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 9 of 12 16.2. Association Assessments. [omitted; inapplicable] 370 17. POSSESSION. Possession of the Property and Inclusions will be delivered to Buyer on Possession Date at Possession Time, 371 subject to the Leases as set forth in § 10.6.1.1. 372 GENERAL PROVISIONS 373 18. CAUSES OF LOSS, INSURANCE; DAMAGE TO INCLUSIONS AND SERVICES; CONDEMNATION; AND 374 WALK-THROUGH. Except as otherwise provided in this Contract, the Property, Inclusions or both will be delivered in the 375 condition existing as of the date of this Contract, ordinary wear and tear excepted. 376 18.1. Causes of Loss, Insurance. In the event the Property or Inclusions are damaged by fire, other perils or causes of loss 377 prior to Closing (Property Damage) in an amount of not more than ten percent of the total Purchase Price and if the repair of the 378 damage will be paid by insurance (other than the deductible to be paid by Seller), then Seller, upon receipt of the insurance proceeds, 379 will use Seller’s reasonable efforts to repair the Property before Closing Date. Buyer has the Right to Terminate under § 24.1., on 380 or before Closing Date, if the Property is not repaired before Closing Date, or if the damage exceeds such sum. Should Buyer elect 381 to carry out this Contract despite such Property Damage, Buyer is entitled to a credit at Closing for all insurance proceeds that were 382 received by Seller (but not the Association, if any) resulting from damage to the Property and Inclusions, plus the amount of any 383 deductible provided for in the insurance policy. This credit may not exceed the Purchase Price. In the event Seller has not received 384 the insurance proceeds prior to Closing, the parties may agree to extend the Closing Date to have the Property repaired prior to 385 Closing or, at the option of Buyer, (1) Seller must assign to Buyer the right to the proceeds at Closing, if acceptable to Seller’s 386 insurance company and Buyer’s lender; or (2) the parties may enter into a written agreement prepared by the parties or their attorney 387 requiring the Seller to escrow at Closing from Seller’s sale proceeds the amount Seller has received and will receive due to such 388 damage, not exceeding the total Purchase Price, plus the amount of any deductible that applies to the insurance claim. 389 18.2. Damage, Inclusions and Services. Should any Inclusion or service (including utilities and communication services), 390 system, component or fixture of the Property (collectively Service) (e.g., heating or plumbing), fail or be damaged between the date 391 of this Contract and Closing or possession, whichever is earlier, then Seller is liable for the repair or replacement of such Inclusion 392 or Service with a unit of similar size, age and quality, or an equivalent credit, but only to the extent that the maintenance or 393 replacement of such Inclusion or Service is not the responsibility of the Association, if any, less any insurance proceeds received by 394 Buyer covering such repair or replacement. If the failed or damaged Inclusion or Service is not repaired or replaced on or before 395 Closing or possession, whichever is earlier, Buyer has the Right to Terminate under § 24.1., on or before Closing Date, or, at the 396 option of Buyer, Buyer is entitled to a credit at Closing for the repair or replacement of such Inclusion or Service. Such credit must 397 not exceed the Purchase Price. If Buyer receives such a credit, Seller’s right for any claim against the Association, if any, will survive 398 Closing. 399 18.3. Condemnation. In the event Seller receives actual notice prior to Closing that a pending condemnation action may 400 result in a taking of all or part of the Property or Inclusions, Seller must promptly notify Buyer, in writing, of such condemnation 401 action. Buyer has the Right to Terminate under § 24.1., on or before Closing Date, based on such condemnation action, in Buyer’s 402 sole subjective discretion. Should Buyer elect to consummate this Contract despite such diminution of value to the Property and 403 Inclusions, Buyer is entitled to a credit at Closing for all condemnation proceeds awarded to Seller for the diminution in the value 404 of the Property or Inclusions, but such credit will not include relocation benefits or expenses or exceed the Purchase Price. 405 18.4. Walk-Through and Verification of Condition. Buyer, upon reasonable notice, has the right to walk through the 406 Property prior to Closing to verify that the physical condition of the Property and Inclusions complies with this Contract. 407 18.5. Home Warranty. [omitted; inapplicable] 408 18.6. Risk of Loss – Growing Crops. [omitted; inapplicable] 409 19. RECOMMENDATION OF LEGAL AND TAX COUNSEL. By signing this Contract, Buyer and Seller acknowledge that 410 their respective broker has advised that this Contract has important legal consequences and has recommended: (1) legal examination 411 of title; (2) consultation with legal and tax or other counsel before signing this Contract as this Contract may have important legal 412 and tax implications; (3) to consult with their own attorney if Water Rights, Mineral Rights or Leased Items are included or excluded 413 in the sale; and (4) to consult with legal counsel if there are other matters in this transaction for which legal counsel should be 414 engaged and consulted. Such consultations must be done timely as this Contract has strict time limits, including deadlines, that must 415 be complied with. 416 417 20. TIME OF ESSENCE, DEFAULT AND REMEDIES. Time is of the essence for all dates and deadlines in this Contract. 418 This means that all dates and deadlines are strict and absolute. If any payment due, including Earnest Money, is not paid, honored 419 or tendered when due, or if any obligation is not performed timely as provided in this Contract or waived, the non-defaulting party 420 has the following remedies: 421 20.1. If Buyer is in Default: 422 20.1.1. Specific Performance. [omitted; inapplicable] 423 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 10 of 12 20.1.2. Liquidated Damages, Applicable. This § 20.1.2. applies unless the box in § 20.1.1. is checked. Seller may 424 cancel this Contract. All Earnest Money (whether or not paid by Buyer) will be paid to Seller and retained by Seller. It is agreed that 425 the Earnest Money amount specified in § 4.1. is LIQUIDATED DAMAGES and not a penalty, which amount the parties agree is 426 fair and reasonable and (except as provided in §§ 10.4. and 21), such amount is SELLER’S ONLY REMEDY for Buyer’s failure to 427 perform the obligations of this Contract. Seller expressly waives the remedies of specific performance and additional damages. 428 20.2. If Seller is in Default: 429 20.2.1. Specific Performance, Damages or Both. Buyer may elect to treat this Contract as canceled, in which case 430 all Earnest Money received hereunder will be returned to Buyer and Buyer may recover such damages as may be proper. 431 Alternatively, in addition to the per diem in § 17 (Possession) for failure of Seller to timely deliver possession of the Property after 432 Closing occurs, Buyer may elect to treat this Contract as being in full force and effect and Buyer has the right to specific performance 433 or damages, or both. 434 20.2.2. Seller’s Failure to Perform. In the event Seller fails to perform Seller’s obligations under this Contract, to 435 include, but not limited to, failure to timely disclose Association violations known by Seller, failure to perform any replacements or 436 repairs required under this Contract or failure to timely disclose any known adverse material facts, Seller remains liable for any such 437 failures to perform under this Contract after Closing. Buyer’s rights to pursue the Seller for Seller’s failure to perform under this 438 Contract are reserved and survive Closing. 439 21. LEGAL FEES, COST AND EXPENSES. Anything to the contrary herein notwithstanding, in the event of any arbitration 440 or litigation relating to this Contract, prior to or after Closing Date, the arbitrator or court must award to the prevailing party all 441 reasonable costs and expenses, including attorney fees, legal fees and expenses. 442 22. MEDIATION. If a dispute arises relating to this Contract (whether prior to or after Closing) and is not resolved, the parties 443 must first proceed, in good faith, to mediation. Mediation is a process in which the parties meet with an impartial person who helps 444 to resolve the dispute informally and confidentially. Mediators cannot impose binding decisions. Before any mediated settlement is 445 binding, the parties to the dispute must agree to the settlement, in writing. The parties will jointly appoint an acceptable mediator 446 and will share equally in the cost of such mediation. The obligation to mediate, unless otherwise agreed, will terminate if the entire 447 dispute is not resolved within thirty days of the date written notice requesting mediation is delivered by one party to the other at that 448 party’s last known address (physical or electronic as provided in § 26). Nothing in this Section prohibits either party from filing a 449 lawsuit and recording a lis pendens affecting the Property, before or after the date of written notice requesting mediation. This 450 Section will not alter any date in this Contract, unless otherwise agreed. 451 23. EARNEST MONEY DISPUTE. Except as otherwise provided herein, Earnest Money Holder must release the Earnest 452 Money following receipt of written mutual instructions, signed by both Buyer and Seller. In the event of any controversy regarding 453 the Earnest Money, Earnest Money Holder is not required to release the Earnest Money. Earnest Money Holder, in its sole subjective 454 discretion, has several options: (1) wait for any proceeding between Buyer and Seller; (2) interplead all parties and deposit Earnest 455 Money into a court of competent jurisdiction (Earnest Money Holder is entitled to recover court costs and reasonable attorney and 456 legal fees incurred with such action); or (3) provide notice to Buyer and Seller that unless Earnest Money Holder receives a copy of 457 the Summons and Complaint or Claim (between Buyer and Seller) containing the case number of the lawsuit (Lawsuit) within one 458 hundred twenty days of Earnest Money Holder’s notice to the parties, Earnest Money Holder is authorized to return the Earnest 459 Money to Buyer. In the event Earnest Money Holder does receive a copy of the Lawsuit and has not interpled the monies at the time 460 of any Order, Earnest Money Holder must disburse the Earnest Money pursuant to the Order of the Court. The parties reaffirm the 461 obligation of § 22 (Mediation). This Section will survive cancellation or termination of this Contract. 462 24. TERMINATION. 463 24.1. Right to Terminate. If a party has a right to terminate, as provided in this Contract (Right to Terminate), the 464 termination is effective upon the other party’s receipt of a written notice to terminate (Notice to Terminate), provided such written 465 notice was received on or before the applicable deadline specified in this Contract. If the Notice to Terminate is not received on or 466 before the specified deadline, the party with the Right to Terminate accepts the specified matter, document or condition as satisfactory 467 and waives the Right to Terminate under such provision. 468 24.2. Effect of Termination. In the event this Contract is terminated, and all Earnest Money received hereunder is timely 469 returned to Buyer, the parties are relieved of all obligations hereunder, subject to §§ 10.4. and 21. 470 25. ENTIRE AGREEMENT, MODIFICATION, SURVIVAL; SUCCESSORS. This Contract, its exhibits and specified 471 addenda, constitute the entire agreement between the parties relating to the subject hereof and any prior agreements pertaining 472 thereto, whether oral or written, have been merged and integrated into this Contract. No subsequent modification of any of the terms 473 of this Contract is valid, binding upon the parties, or enforceable unless made in writing and signed by the parties. Any right or 474 obligation in this Contract that, by its terms, exists or is intended to be performed after termination or Closing survives the same. 475 Any successor to a party receives the predecessor’s benefits and obligations of this Contract. 476 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 11 of 12 26. NOTICE, DELIVERY AND CHOICE OF LAW. 477 26.1. Physical Delivery and Notice. Any document or notice to Buyer or Seller must be in writing, except as provided in 478 § 26.2. and is effective when physically received by such party, any individual named in this Contract to receive documents or 479 notices for such party, Broker, or Brokerage Firm of Broker working with such party (except any notice or delivery after Closing 480 must be received by the party, not Broker or Brokerage Firm). 481 26.2. Electronic Notice. As an alternative to physical delivery, any notice may be delivered in electronic form to Buyer or 482 Seller, any individual named in this Contract to receive documents or notices for such party, Broker or Brokerage Firm of Broker 483 working with such party (except any notice or delivery after Closing, cancellation or Termination must be received by the party, not 484 Broker or Brokerage Firm) at the electronic address of the recipient by email. 485 26.3. Electronic Delivery. Electronic Delivery of documents and notice may be delivered by: (1) email at the email address 486 of the recipient, (2) a link or access to a website or server provided the recipient receives the information necessary to access the 487 documents, or (3) facsimile at the facsimile number (Fax No.) of the recipient. 488 26.4. Choice of Law. This Contract and all disputes arising hereunder are governed by and construed in accordance with 489 the laws of the State of Colorado that would be applicable to Colorado residents who sign a contract in Colorado for real property 490 located in Colorado. 491 27. NOTICE OF ACCEPTANCE, COUNTERPARTS. This proposal will expire unless accepted in writing, by Buyer and 492 Seller, as evidenced by their signatures below and the offering party receives notice of such acceptance pursuant to § 26 on or before 493 Acceptance Deadline Date and Acceptance Deadline Time. If accepted, this document will become a contract between Seller and 494 Buyer. A copy of this Contract may be executed by each party, separately and when each party has executed a copy thereof, such 495 copies taken together are deemed to be a full and complete contract between the parties. 496 28. GOOD FAITH. Buyer and Seller acknowledge that each party has an obligation to act in good faith including, but not limited 497 to, exercising the rights and obligations set forth in the provisions of Financing Conditions and Obligations; Title Insurance, 498 Record Title and Off-Record Title; New ILC, New Survey; and Property Disclosure, Inspection, Indemnity, Insurability Due 499 Diligence and Source of Water. 500 ADDITIONAL PROVISIONS AND ATTACHMENTS 501 29. ADDITIONAL PROVISIONS. (The following additional provisions have not been approved by the Colorado Real Estate 502 Commission.) 503 504 29.1. Closing of this Contract is conditioned upon voter approval of this Contract in accordance with Colorado law and the 505 simultaneous Closing of the Contract to Buy and Sell Real Estate, between Byson Real Estate Co., as Seller, and the Town of Fraser, 506 as Buyer, covering the following described land: 507 508 Lot 2, A RE-SUBDIVISION OF TRACTS B1 AND C OF CLAYTON SUBDIVISION, 509 according to the plat thereof filed October 3, 1990 at Reception No. 288277 510 511 County of Grand, 512 State of Colorado. 513 514 (the “Byson to Fraser Contract”). 515 516 29.2. At Closing of this Contract, Byson shall be given credit for the Purchase Price of the Property covered by the Byson 517 to Fraser Contract. At Closing of the Byson to Fraser Contract, Fraser shall be given credit for the Purchase Price of the Property 518 covered by this Contract. 519 520 29.3. Seller shall obtain at its expense and deliver to Buyer an ALTA survey, a geotechnical report, and a 521 Phase 1 Environmental report for the Property by the Due Diligence Documents Delivery Deadline. 522 523 524 30. OTHER DOCUMENTS. 525 30.1. Documents Part of Contract. The following documents are a part of this Contract: NONE. 526 527 528 529 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 12 of 12 30.2. Documents Not Part of Contract. The following documents have been provided but are not a part of this Contract: 530 NONE. 531 532 533 534 SIGNATURES 535 536 SELLER: 537 538 TOWN OF FRASER, 539 a municipal corporation of the State of Colorado 540 153 Fraser Avenue 541 P.O. Box 120 542 Fraser, CO 80442 543 Phone: 544 Email: 545 546 By: 547 Mayor 548 549 ATTEST: 550 551 By: 552 Town Clerk 553 554 555 BUYER: 556 557 BYSON REAL ESTATE CO, 558 a Colorado limited liability company 559 5303 E. Evans Ave., Ste. 306 560 Denver, CO 80222 561 Phone: 562 Email: 563 564 By: 565 Manager 566 567 END OF CONTRACT TO BUY AND SELL REAL ESTATE 568 569 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 1 of 12 CONTRACT TO BUY AND SELL REAL ESTATE 1 (LAND) 2 (Property with No Residences) 3 4 Date: 5 AGREEMENT 6 1. AGREEMENT. Buyer agrees to buy and Seller agrees to sell the Property described below on the terms and conditions set 7 forth in this contract (Contract). 8 2. PARTIES AND PROPERTY. 9 2.1. Buyer. TOWN OF FRASER, a municipal corporation of the State of Colorado (Buyer) will take title to the Property 10 described below in severalty. 11 2.2. No Assignability. This Contract IS NOT assignable by Buyer. 12 2.3. Seller. BYSON REAL ESTATE CO, a Colorado limited liability company (Seller) is the current owner of the Property 13 described below. 14 2.4. Property. The Property is the following legally described real estate in the County of Grand, Colorado (insert legal 15 description): 16 17 Lot 2, A RE-SUBDIVISION OF TRACTS B1 AND C OF CLAYTON SUBDIVISION, according to the plat thereof filed 18 October 3, 1990 at Reception No. 288277 19 20 known as: TBD Clayton Court, Fraser CO 80442 , 21 Street Address City State Zip 22 together with the interests, easements, rights, benefits, improvements and attached fixtures appurtenant thereto and all interest of 23 Seller in vacated streets and alleys adjacent thereto, except as herein excluded (Property). 24 2.5. Inclusions. The Purchase Price includes NO inclusions. 25 26 2.6. Exclusions. [omitted; inapplicable] 27 28 2.7. Water Rights, Well Rights, Water and Sewer Taps. [omitted; inapplicable] 29 30 2.8. Growing Crops. [omitted; inapplicable] 31 3. DATES, DEADLINES AND APPLICABILITY. 32 3.1. Dates and Deadlines. 33 Item No. Reference Event Date or Deadline 1 § 3 Time of Day Deadline N/A 2 § 4 Alternative Earnest Money Deadline N/A Title 3 § 8 Record Title Deadline (and Tax Certificate) MEC + 21 4 § 8 Record Title Objection Deadline MEC + 35 5 § 8 Off-Record Title Deadline MEC + 21 6 § 8 Off-Record Title Objection Deadline MEC + 35 7 § 8 Title Resolution Deadline MEC + 42 8 § 8 Third Party Right to Purchase/Approve Deadline N/A Owners’ Association 9 § 7 Association Documents Deadline N/A 10 § 7 Association Documents Termination Deadline N/A Seller’s Disclosures 11 § 10 Seller’s Property Disclosure Deadline MEC + 35 12 § 10 Lead-Based Paint Disclosure Deadline (if Residential Addendum attached) N/A Loan and Credit 13 § 5 New Loan Application Deadline N/A CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 2 of 12 14 § 5 New Loan Terms Deadline N/A 15 § 5 New Loan Availability Deadline N/A 16 § 5 Buyer’s Credit Information Deadline N/A 17 § 5 Disapproval of Buyer’s Credit Information Deadline N/A 18 § 5 Existing Loan Deadline N/A 19 § 5 Existing Loan Termination Deadline N/A 20 § 5 Loan Transfer Approval Deadline N/A 21 § 4 Seller or Private Financing Deadline N/A Appraisal 22 § 6.2 Appraisal Deadline MEC + 42 23 § 6.2 Appraisal Objection Deadline MEC + 49 24 § 6.4 Appraisal Resolution Deadline MEC + 56 Survey 25 § 9 New ILC or New Survey Deadline MEC + 42 26 § 9 New ILC or New Survey Objection Deadline MEC + 49 27 § 9 New ILC or New Survey Resolution Deadline MEC + 63 Inspection and Due Diligence 28 § 2 Water Rights Examination Deadline N/A 29 § 8 Mineral Rights Examination Deadline N/A 30 § 10 Inspection Termination Deadline MEC + 42 31 § 10 Inspection Objection Deadline MEC + 49 32 § 10 Inspection Resolution Deadline MEC + 63 33 § 10 Property Insurance Termination Deadline N/A 34 § 10 Due Diligence Documents Delivery Deadline MEC + 42 35 § 10 Due Diligence Documents Objection Deadline MEC + 49 36 § 10 Due Diligence Documents Resolution Deadline MEC + 63 37 § 10 Environmental Inspection Termination Deadline MEC + 63 38 § 10 ADA Evaluation Termination Deadline N/A 39 § 10 Conditional Sale Deadline N/A 40 § 10 Lead-Based Paint Termination Deadline (if Residential Addendum attached) N/A 41 § 11 Estoppel Statements Deadline N/A 42 § 11 Estoppel Statements Termination Deadline N/A Closing and Possession 43 § 12 Closing Date VA + 21 44 § 17 Possession Date At closing 45 § 17 Possession Time At closing 46 § 27 Acceptance Deadline Date 11-3-2023 47 § 27 Acceptance Deadline Time 5:00 PM MST 3.2. Applicability of Terms. If any deadline blank in § 3.1. (Dates and Deadlines) is left blank or completed with “N/A”, 34 or the word “Deleted,” such deadline is not applicable and the corresponding provision containing the deadline is deleted. Any box 35 checked in this Contract means the corresponding provision applies. If no box is checked in a provision that contains a selection of 36 “None”, such provision means that “None” applies. 37 The abbreviation “MEC” (mutual execution of this Contract) means the date upon which both parties have signed this Contract. The 38 abbreviation “N/A” as used in this Contract means not applicable. The abbreviation VA means the date upon which Fraser voters 39 approve this Contract. 40 3.3. Day; Computation of Period of Days; Deadlines. 41 3.3.1. Day. As used in this Contract, the term “day” means the entire day ending at 11:59 p.m., United States 42 Mountain Time (Standard or Daylight Savings, as applicable). Except however, if a Time of Day Deadline is specified in § 3.1. 43 (Dates and Deadlines), all Objection Deadlines, Resolution Deadlines, Examination Deadlines and Termination Deadlines will end 44 on the specified deadline date at the time of day specified in the Time of Day Deadline, United States Mountain Time. If Time of 45 Day Deadline is left blank or “N/A” the deadlines will expire at 11:59 p.m., United States Mountain Time. 46 3.3.2. Computation of Period of Days. In computing a period of days (e.g., three days after MEC), when the 47 ending date is not specified, the first day is excluded and the last day is included. 48 3.3.3. Deadlines. If any deadline falls on a Saturday, Sunday or federal or Colorado state holiday (Holiday), such 49 deadline Will be extended to the next day that is not a Saturday, Sunday or Holiday. Should neither box be checked, the deadline 50 will not be extended. 51 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 3 of 12 4. PURCHASE PRICE AND TERMS. 52 4.1. Price and Terms. The Purchase Price set forth below is payable in U.S. Dollars by Buyer as follows: 53 Item No. Reference Item Amount Amount 1 § 4.1. Purchase Price $ 450,000.00 2 § 4.3. Earnest Money $ 3 § 4.5. New Loan $ 4 § 4.6. Assumption Balance $ 5 § 4.7. Private Financing $ 6 § 4.7. Seller Financing $ 7 8 9 § 4.4. Cash at Closing $ 450,000.00 10 TOTAL $ 450,000.00 $ 450,000.00 4.2. Seller Concession. [omitted; inapplicable] 54 4.3. Earnest Money. [omitted; inapplicable] 55 4.4. Form of Funds; Time of Payment; Available Funds. [omitted; inapplicable] 56 4.5. New Loan. [omitted; inapplicable] 57 4.6. Assumption. [omitted; inapplicable] 58 4.7. Seller or Private Financing. [omitted; inapplicable] 59 TRANSACTION PROVISIONS 60 5. FINANCING CONDITIONS AND OBLIGATIONS. [omitted; inapplicable] 61 6. APPRAISAL PROVISIONS. 62 6.1. Appraisal Definition. An “Appraisal” is an opinion of value prepared by a licensed or certified appraiser, engaged on 63 behalf of Buyer to determine the Property’s market value (Appraised Value). The Appraisal may also set forth certain lender 64 requirements, replacements, removals or repairs necessary on or to the Property as a condition for the Property to be valued at the 65 Appraised Value. 66 6.2. Right to an Appraisal. Buyer has the right to obtain an Appraisal. If the Appraised Value is less than the Purchase 67 Price, or if the Appraisal is not received by Buyer on or before Appraisal Deadline Buyer may, on or before Appraisal Objection 68 Deadline, notify Seller in writing pursuant to § 25.1, that this Contract is terminated. 69 6.3. Cost of Appraisal. Cost of the Appraisal to be obtained after the date of this Contract must be timely paid by 70 BUYER. The cost of the Appraisal may include any and all fees paid to the appraiser, appraisal management company, lender’s 71 agent or all three. 72 6.4. In the event that Seller receives an Appraisal Objection as contemplated by § 6.2, Seller will have, in Seller’s sole 73 discretion, the option to make Buyer whole by paying to Buyer at closing the difference between the Appraised Value and the 74 Purchase Price (the “Appraisal Gap Payment”). Seller must notify Buyer of its intention to proceed to closing by exercising its 75 Appraisal Gap Payment option on or before the Appraisal Resolution Deadline. In the event that Seller has received an Appraisal 76 Objection and has not given Buyer notice of Seller’s intention to exercise its Appraisal Gap Payment option under this section by 77 the Appraisal Resolution Deadline, this Contract will automatically terminate. 78 79 7. OWNERS’ ASSOCIATIONS. [omitted; inapplicable] 80 8. TITLE INSURANCE, RECORD TITLE AND OFF-RECORD TITLE. 81 8.1. Evidence of Record Title. 82 8.1.1. Seller Selects Title Insurance Company. Seller will select the title insurance company to furnish the 83 owner’s title insurance policy at Seller’s expense. On or before Record Title Deadline, Seller must furnish to Buyer, a current 84 commitment for an owner’s title insurance policy (Title Commitment), in an amount equal to the Purchase Price. 85 8.1.2. Buyer Selects Title Insurance Company. [omitted; inapplicable] 86 8.1.3. Owner’s Extended Coverage (OEC). The Title Commitment Will contain Owner’s Extended Coverage 87 (OEC). If the Title Commitment is to contain OEC, it will commit to delete or insure over the standard exceptions which relate to: 88 (1) parties in possession, (2) unrecorded easements, (3) survey matters, (4) unrecorded mechanics’ liens, (5) gap period (period 89 between the effective date and time of commitment to the date and time the deed is recorded) and (6) unpaid taxes, assessments and 90 unredeemed tax sales prior to the year of Closing. Any additional premium expense to obtain OEC will be paid by Buyer. 91 Regardless of whether the Contract requires OEC, the Title Insurance Commitment may not provide OEC or delete or insure over 92 any or all of the standard exceptions for OEC. The Title Insurance Company may require a New Survey or New ILC, defined below, 93 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 4 of 12 among other requirements for OEC. If the Title Insurance Commitment is not satisfactory to Buyer, Buyer has a right to object under 94 § 8.7. (Right to Object to Title, Resolution). 95 8.1.4. Title Documents. Title Documents consist of the following: (1) copies of any plats, declarations, covenants, 96 conditions and restrictions burdening the Property and (2) copies of any other documents (or, if illegible, summaries of such 97 documents) listed in the schedule of exceptions (Exceptions) in the Title Commitment furnished to Buyer (collectively, Title 98 Documents). 99 8.1.5. Copies of Title Documents. Buyer must receive, on or before Record Title Deadline, copies of all Title 100 Documents. This requirement pertains only to documents as shown of record in the office of the clerk and recorder in the county 101 where the Property is located. The cost of furnishing copies of the documents required in this Section will be at the expense of the 102 party or parties obligated to pay for the owner’s title insurance policy. 103 8.1.6. Existing Abstracts of Title. Seller must deliver to Buyer copies of any abstracts of title covering all or any 104 portion of the Property (Abstract of Title) in Seller’s possession on or before Record Title Deadline. 105 8.2. Record Title. Buyer has the right to review and object to the Abstract of Title or Title Commitment and any of the 106 Title Documents as set forth in § 8.7. (Right to Object to Title, Resolution) on or before Record Title Objection Deadline. Buyer’s 107 objection may be based on any unsatisfactory form or content of Title Commitment or Abstract of Title, notwithstanding § 13, or 108 any other unsatisfactory title condition, in Buyer’s sole subjective discretion. If the Abstract of Title, Title Commitment or Title 109 Documents are not received by Buyer on or before the Record Title Deadline, or if there is an endorsement to the Title Commitment 110 that adds a new Exception to title, a copy of the new Exception to title and the modified Title Commitment will be delivered to 111 Buyer. Buyer has until the earlier of Closing or ten days after receipt of such documents by Buyer to review and object to: (1) any 112 required Title Document not timely received by Buyer, (2) any change to the Abstract of Title, Title Commitment or Title Documents, 113 or (3) any endorsement to the Title Commitment. If Seller receives Buyer’s Notice to Terminate or Notice of Title Objection, 114 pursuant to this § 8.2. (Record Title), any title objection by Buyer is governed by the provisions set forth in § 8.7. (Right to Object 115 to Title, Resolution). If Seller has fulfilled all Seller’s obligations, if any, to deliver to Buyer all documents required by § 8.1. 116 (Evidence of Record Title) and Seller does not receive Buyer’s Notice to Terminate or Notice of Title Objection by the applicable 117 deadline specified above, Buyer accepts the condition of title as disclosed by the Abstract of Title, Title Commitment and Title 118 Documents as satisfactory. 119 8.3. Off-Record Title. Seller must deliver to Buyer, on or before Off-Record Title Deadline, true copies of all existing 120 surveys in Seller’s possession pertaining to the Property and must disclose to Buyer all easements, liens (including, without 121 limitation, governmental improvements approved, but not yet installed) or other title matters not shown by public records, of which 122 Seller has actual knowledge (Off-Record Matters). This Section excludes any New ILC or New Survey governed under § 9 (New 123 ILC, New Survey). Buyer has the right to inspect the Property to investigate if any third party has any right in the Property not shown 124 by public records (e.g., unrecorded easement, boundary line discrepancy or water rights). Buyer’s Notice to Terminate or Notice of 125 Title Objection of any unsatisfactory condition (whether disclosed by Seller or revealed by such inspection, notwithstanding § 8.2. 126 (Record Title) and § 13 (Transfer of Title), in Buyer’s sole subjective discretion, must be received by Seller on or before Off-Record 127 Title Objection Deadline. If an Off-Record Matter is received by Buyer after the Off-Record Title Deadline, Buyer has until the 128 earlier of Closing or ten days after receipt by Buyer to review and object to such Off-Record Matter. If Seller receives Buyer’s Notice 129 to Terminate or Notice of Title Objection pursuant to this § 8.3. (Off-Record Title), any title objection by Buyer is governed by the 130 provisions set forth in § 8.7. (Right to Object to Title, Resolution). If Seller does not receive Buyer’s Notice to Terminate or Notice 131 of Title Objection by the applicable deadline specified above, Buyer accepts title subject to such Off-Record Matters and rights, if 132 any, of third parties not shown by public records of which Buyer has actual knowledge. 133 8.4. Special Taxing Districts. SPECIAL TAXING DISTRICTS MAY BE SUBJECT TO GENERAL OBLIGATION 134 INDEBTEDNESS THAT IS PAID BY REVENUES PRODUCED FROM ANNUAL TAX LEVIES ON THE TAXABLE 135 PROPERTY WITHIN SUCH DISTRICTS. PROPERTY OWNERS IN SUCH DISTRICTS MAY BE PLACED AT RISK 136 FOR INCREASED MILL LEVIES AND TAX TO SUPPORT THE SERVICING OF SUCH DEBT WHERE 137 CIRCUMSTANCES ARISE RESULTING IN THE INABILITY OF SUCH A DISTRICT TO DISCHARGE SUCH 138 INDEBTEDNESS WITHOUT SUCH AN INCREASE IN MILL LEVIES. BUYERS SHOULD INVESTIGATE THE 139 SPECIAL TAXING DISTRICTS IN WHICH THE PROPERTY IS LOCATED BY CONTACTING THE COUNTY 140 TREASURER, BY REVIEWING THE CERTIFICATE OF TAXES DUE FOR THE PROPERTY AND BY OBTAINING 141 FURTHER INFORMATION FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND 142 RECORDER, OR THE COUNTY ASSESSOR. 143 8.5. Tax Certificate. A tax certificate paid for by Seller, for the Property listing any special taxing districts that affect the 144 Property (Tax Certificate) must be delivered to Buyer on or before Record Title Deadline. If the Property is located within a special 145 taxing district and such inclusion is unsatisfactory to Buyer, in Buyer’s sole subjective discretion, Buyer may terminate, on or before 146 Record Title Objection Deadline. Should Buyer receive the Tax Certificate after Record Title Deadline, Buyer, at Buyer’s option, 147 has the Right to Terminate under § 24.1. by Buyer’s Notice to Terminate received by Seller on or before ten days after Buyer’s 148 receipt of the Tax Certificate. If Buyer does not receive the Tax Certificate, or if Buyer’s Notice to Terminate would otherwise be 149 required to be received by Seller after Closing Date, Buyer’s Notice to Terminate must be received by Seller on or before Closing. 150 If Seller does not receive Buyer’s Notice to Terminate within such time, Buyer accepts the provisions of the Tax Certificate and the 151 inclusion of the Property in a special taxing district, if applicable, as satisfactory and Buyer waives any Right to Terminate under 152 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 5 of 12 this provision. If Buyer’s loan specified in §4.5.3. (Loan Limitations) prohibits Buyer from paying for the Tax Certificate, the Tax 153 Certificate will be paid for by Seller. 154 8.6. Third Party Right to Purchase/Approve. If any third party has a right to purchase the Property (e.g., right of first 155 refusal on the Property, right to purchase the Property under a lease or an option held by a third party to purchase the Property) or a 156 right of a third party to approve this Contract, Seller must promptly submit this Contract according to the terms and conditions of 157 such right. If the third-party holder of such right exercises its right this Contract will terminate. If the third party’s right to purchase 158 is waived explicitly or expires, or the Contract is approved, this Contract will remain in full force and effect. Seller must promptly 159 notify Buyer in writing of the foregoing. If the third party right to purchase is exercised or approval of this Contract has not occurred 160 on or before Third Party Right to Purchase/Approve Deadline, this Contract will then terminate. Seller will supply to Buyer, in 161 writing, details of any Third Party Right to Purchase the Property on or before the Record Title Deadline. 162 8.7. Right to Object to Title, Resolution. Buyer has a right to object or terminate, in Buyer’s sole subjective discretion, 163 based on any title matters including those matters set forth in § 8.2. (Record Title), § 8.3. (Off-Record Title), § 8.5. (Special Taxing 164 District) and § 13 (Transfer of Title). If Buyer exercises Buyer’s rights to object or terminate based on any such title matter, on or 165 before the applicable deadline, Buyer has the following options: 166 8.7.1. Title Objection, Resolution. If Seller receives Buyer’s written notice objecting to any title matter (Notice of 167 Title Objection) on or before the applicable deadline and if Buyer and Seller have not agreed to a written settlement thereof on or 168 before Title Resolution Deadline, this Contract will terminate on the expiration of Title Resolution Deadline, unless Seller receives 169 Buyer’s written withdrawal of Buyer’s Notice of Title Objection (i.e., Buyer’s written notice to waive objection to such items and 170 waives the Right to Terminate for that reason), on or before expiration of Title Resolution Deadline. If either the Record Title 171 Deadline or the Off-Record Title Deadline, or both, are extended pursuant to § 8.2. (Record Title) or § 8.3. (Off-Record Title) the 172 Title Resolution Deadline also will be automatically extended to the earlier of Closing or fifteen days after Buyer’s receipt of the 173 applicable documents; or 174 8.7.2. Title Objection, Right to Terminate. Buyer may exercise the Right to Terminate under § 24.1., on or before 175 the applicable deadline, based on any title matter unsatisfactory to Buyer, in Buyer’s sole subjective discretion. 176 8.8. Title Advisory. The Title Documents affect the title, ownership and use of the Property and should be reviewed 177 carefully. Additionally, other matters not reflected in the Title Documents may affect the title, ownership and use of the Property, 178 including, without limitation, boundary lines and encroachments, set-back requirements, area, zoning, building code violations, 179 unrecorded easements and claims of easements, leases and other unrecorded agreements, water on or under the Property and various 180 laws and governmental regulations concerning land use, development and environmental matters. 181 8.8.1. OIL, GAS, WATER AND MINERAL DISCLOSURE. THE SURFACE ESTATE OF THE 182 PROPERTY MAY BE OWNED SEPARATELY FROM THE UNDERLYING MINERAL ESTATE AND TRANSFER OF 183 THE SURFACE ESTATE MAY NOT NECESSARILY INCLUDE TRANSFER OF THE MINERAL ESTATE OR WATER 184 RIGHTS. THIRD PARTIES MAY OWN OR LEASE INTERESTS IN OIL, GAS, OTHER MINERALS, GEOTHERMAL 185 ENERGY OR WATER ON OR UNDER THE SURFACE OF THE PROPERTY, WHICH INTERESTS MAY GIVE THEM 186 RIGHTS TO ENTER AND USE THE SURFACE OF THE PROPERTY TO ACCESS THE MINERAL ESTATE, OIL, 187 GAS OR WATER. 188 8.8.2. SURFACE USE AGREEMENT. THE USE OF THE SURFACE ESTATE OF THE PROPERTY TO 189 ACCESS THE OIL, GAS OR MINERALS MAY BE GOVERNED BY A SURFACE USE AGREEMENT, A 190 MEMORANDUM OR OTHER NOTICE OF WHICH MAY BE RECORDED WITH THE COUNTY CLERK AND 191 RECORDER. 192 8.8.3. OIL AND GAS ACTIVITY. OIL AND GAS ACTIVITY THAT MAY OCCUR ON OR ADJACENT 193 TO THE PROPERTY MAY INCLUDE, BUT IS NOT LIMITED TO, SURVEYING, DRILLING, WELL COMPLETION 194 OPERATIONS, STORAGE, OIL AND GAS, OR PRODUCTION FACILITIES, PRODUCING WELLS, REWORKING 195 OF CURRENT WELLS AND GAS GATHERING AND PROCESSING FACILITIES. 196 8.8.4. ADDITIONAL INFORMATION. BUYER IS ENCOURAGED TO SEEK ADDITIONAL 197 INFORMATION REGARDING OIL AND GAS ACTIVITY ON OR ADJACENT TO THE PROPERTY, INCLUDING 198 DRILLING PERMIT APPLICATIONS. THIS INFORMATION MAY BE AVAILABLE FROM THE COLORADO OIL 199 AND GAS CONSERVATION COMMISSION. 200 8.8.5. Title Insurance Exclusions. Matters set forth in this Section and others, may be excepted, excluded from, or 201 not covered by the owner’s title insurance policy. 202 8.9. Mineral Rights Review. Buyer has a Right to Terminate if examination of the Mineral Rights is unsatisfactory to 203 Buyer on or before the Mineral Rights Examination Deadline. 204 9. NEW SURVEY. 205 9.1. New Survey. A New Survey in the form of an ALTA LAND SURVEY PLAT is required. Buyer will order the New 206 ILC or New Survey. The cost of the New Survey will be paid, on or before Closing, by BUYER. 207 9.1.3. Delivery of New Survey. Buyer, Seller, and the issuer of the Title Commitment will receive a copy of the 208 New Survey on or before New Survey Deadline. 209 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 6 of 12 9.1.4. Certification of New Survey. The New Survey will be certified by the surveyor to all those who are to receive 210 the New Survey. 211 9.2. Buyer’s Right to Waive or Change New Survey Selection. Buyer may select a New Survey different than initially 212 specified in this Contract if there is no additional cost to Seller or change to the New Survey Objection Deadline. Buyer may, in 213 Buyer’s sole subjective discretion, waive a New Survey if done prior to Seller incurring any cost for the same. 214 9.3. New Survey Objection. Buyer has the right to review and object based on the New Survey. If the New Survey is not 215 timely received by Buyer or is unsatisfactory to Buyer, in Buyer’s sole subjective discretion, Buyer may, on or before New Survey 216 Objection Deadline, notwithstanding § 8.3. or § 13: 217 9.3.1. Notice to Terminate. Notify Seller in writing, pursuant to § 24.1., that this Contract is terminated; or 218 9.3.2. New Survey Objection. Deliver to Seller a written description of any matter that was to be shown or is shown 219 in the New Survey that is unsatisfactory and that Buyer requires Seller to correct. 220 9.3.3. New Survey Resolution. If a New Survey Objection is received by Seller, on or before New Survey 221 Objection Deadline and if Buyer and Seller have not agreed in writing to a settlement thereof on or before New Survey Resolution 222 Deadline, this Contract will terminate on expiration of the New Survey Resolution Deadline, unless Seller receives Buyer’s written 223 withdrawal of the New Survey Objection before such termination (i.e., on or before expiration of New Survey Resolution Deadline). 224 DISCLOSURE, INSPECTION AND DUE DILIGENCE 225 10. PROPERTY DISCLOSURE, INSPECTION, INDEMNITY, INSURABILITY, DUE DILIGENCE AND SOURCE OF 226 WATER. 227 10.1. Seller’s Property Disclosure. On or before Seller’s Property Disclosure Deadline, Seller agrees to deliver to Buyer 228 the most current version of the applicable Colorado Real Estate Commission’s Seller’s Property Disclosure form completed by Seller 229 to Seller’s actual knowledge and current as of the date of this Contract. 230 10.2. Disclosure of Adverse Material Facts; Subsequent Disclosure; Present Condition. Seller must disclose to Buyer 231 any adverse material facts actually known by Seller as of the date of this Contract. Seller agrees that disclosure of adverse material 232 facts will be in writing. In the event Seller discovers an adverse material fact after the date of this Contract, Seller must timely 233 disclose such adverse fact to Buyer. Buyer has the Right to Terminate based on the Seller’s new disclosure on the earlier of Closing 234 or five days after Buyer’s receipt of the new disclosure. Except as otherwise provided in this Contract, Buyer acknowledges that 235 Seller is conveying the Property to Buyer in an “As Is” condition, “Where Is” and “With All Faults.” 236 10.3. Inspection. Unless otherwise provided in this Contract, Buyer, acting in good faith, has the right to have inspections 237 (by one or more third parties, personally or both) of the Property, Leased Items, and Inclusions (Inspection), at Buyer’s expense. If 238 (1) the physical condition of the Property, including, but not limited to, the roof, walls, structural integrity of the Property, the 239 electrical, plumbing, HVAC and other mechanical systems of the Property, (2) the physical condition of the Inclusions and Leased 240 Items, (3) service to the Property (including utilities and communication services), systems and components of the Property (e.g., 241 heating and plumbing), (4) any proposed or existing transportation project, road, street or highway, or (5) any other activity, odor or 242 noise (whether on or off the Property) and its effect or expected effect on the Property or its occupants is unsatisfactory, in Buyer’s 243 sole subjective discretion, Buyer may: 244 10.3.1. Inspection Termination. On or before the Inspection Termination Deadline, notify Seller in writing, 245 pursuant to § 24.1., that this Contract is terminated due to any unsatisfactory condition, provided the Buyer did not previously deliver 246 an Inspection Objection. Buyer’s Right to Terminate under this provision expires upon delivery of an Inspection Objection to Seller 247 pursuant to § 10.3.2.; or 248 10.3.2. Inspection Objection. On or before the Inspection Objection Deadline, deliver to Seller a written 249 description of any unsatisfactory condition that Buyer requires Seller to correct. 250 10.3.3. Inspection Resolution. If an Inspection Objection is received by Seller, on or before Inspection Objection 251 Deadline and if Buyer and Seller have not agreed in writing to a settlement thereof on or before Inspection Resolution Deadline, 252 this Contract will terminate on Inspection Resolution Deadline unless Seller receives Buyer’s written withdrawal of the Inspection 253 Objection before such termination (i.e., on or before expiration of Inspection Resolution Deadline). Nothing in this provision 254 prohibits the Buyer and the Seller from mutually terminating this Contract before the Inspection Resolution Deadline passes by 255 executing an Earnest Money Release. 256 10.4. Damage, Liens and Indemnity. Buyer, except as otherwise provided in this Contract or other written agreement 257 between the parties, is responsible for payment for all inspections, tests, surveys, engineering reports, or other reports performed at 258 Buyer’s request (Work) and must pay for any damage that occurs to the Property and Inclusions as a result of such Work. Buyer 259 must not permit claims or liens of any kind against the Property for Work performed on the Property. Buyer agrees to indemnify, 260 protect and hold Seller harmless from and against any liability, damage, cost or expense incurred by Seller and caused by any such 261 Work, claim, or lien. This indemnity includes Seller’s right to recover all costs and expenses incurred by Seller to defend against 262 any such liability, damage, cost or expense, or to enforce this Section, including Seller’s reasonable attorney fees, legal fees and 263 expenses. The provisions of this Section survive the termination of this Contract. This § 10.4. does not apply to items performed 264 pursuant to an Inspection Resolution. 265 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 7 of 12 10.5. Insurability. Buyer has the Right to Terminate under § 24.1., on or before Property Insurance Termination 266 Deadline, based on any unsatisfactory provision of the availability, terms and conditions and premium for property insurance 267 (Property Insurance) on the Property, in Buyer’s sole subjective discretion. 268 10.6. Due Diligence. 269 10.6.1. Due Diligence Documents. Seller agrees to deliver copies of the following documents and information 270 pertaining to the Property and Leased Items (Due Diligence Documents) to Buyer on or before Due Diligence Documents Delivery 271 Deadline: 272 10.6.1.1. Any documents in Seller’s possession pertaining to the Property, including, but not limited to: 273 274 • Surveys 275 • Soil reports 276 • Geotechnical reports 277 • Engineering reports 278 • Environmental assessments 279 • Wetland delineations 280 • Tax notices 281 282 283 10.6.2. Due Diligence Documents Review and Objection. Buyer has the right to review and object based on the Due 284 Diligence Documents. If the Due Diligence Documents are not supplied to Buyer or are unsatisfactory, in Buyer’s sole subjective 285 discretion, Buyer may, on or before Due Diligence Documents Objection Deadline: 286 10.6.2.1. Notice to Terminate. Notify Seller in writing, pursuant to § 24.1., that this Contract is terminated; 287 or 288 10.6.2.2. Due Diligence Documents Objection. Deliver to Seller a written description of any 289 unsatisfactory Due Diligence Documents that Buyer requires Seller to correct. 290 10.6.2.3. Due Diligence Documents Resolution. If a Due Diligence Documents Objection is received by 291 Seller, on or before Due Diligence Documents Objection Deadline and if Buyer and Seller have not agreed in writing to a settlement 292 thereof on or before Due Diligence Documents Resolution Deadline, this Contract will terminate on Due Diligence Documents 293 Resolution Deadline unless Seller receives Buyer’s written withdrawal of the Due Diligence Documents Objection before such 294 termination (i.e., on or before expiration of Due Diligence Documents Resolution Deadline. 295 10.6.3. Zoning. Buyer has the Right to Terminate under § 24.1., on or before Due Diligence Documents Objection 296 Deadline, based on any unsatisfactory zoning and any use restrictions imposed by any governmental agency with jurisdiction over 297 the Property, in Buyer’s sole subjective discretion. 298 10.6.4. Due Diligence – Environmental, ADA. Buyer has the right to obtain environmental inspections of the 299 Property including Phase I and Phase II Environmental Site Assessments, as applicable. SELLER will order or provide a Phase I 300 Environmental Site Assessment, Phase II Environmental Site Assessment (compliant with most current version of the applicable 301 ASTM E1527 standard practices for Environmental Site Assessments) at SELLER’S expense (Environmental Inspection). 302 If Buyer’s Phase I Environmental Site Assessment recommends a Phase II Environmental Site Assessment, the Environmental 303 Inspection Termination Deadline will be extended by 60 days (Extended Environmental Inspection Objection Deadline) and if 304 such Extended Environmental Inspection Objection Deadline extends beyond the Closing Date, the Closing Date will be extended 305 a like period of time. In such event, SELLER must pay the cost for such Phase II Environmental Site Assessment. 306 Notwithstanding Buyer’s right to obtain additional environmental inspections of the Property in this § 10.6.4., Buyer has the 307 Right to Terminate under § 24.1., on or before Environmental Inspection Termination Deadline, or if applicable, the Extended 308 Environmental Inspection Objection Deadline, based on any unsatisfactory results of Environmental Inspection, in Buyer’s sole 309 subjective discretion. 310 Buyer has the Right to Terminate under § 24.1., on or before ADA Evaluation Termination Deadline, based on any 311 unsatisfactory ADA Evaluation, in Buyer’s sole subjective discretion. 312 10.7. Conditional Upon Sale of Property. [omitted; inapplicable] 313 10.8. Source of Potable Water (Residential Land and Residential Improvements Only). [omitted; inapplicable] 314 10.9. Existing Leases; Modification of Existing Leases; New Leases. [omitted; inapplicable] 315 10.10. Lead-Based Paint. [omitted; inapplicable] 316 10.11. Carbon Monoxide Alarms. [omitted; inapplicable] 317 10.12. Methamphetamine Disclosure. [omitted; inapplicable] 318 11. TENANT ESTOPPEL STATEMENTS. [omitted; inapplicable] 319 CLOSING PROVISIONS 320 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 8 of 12 12. CLOSING DOCUMENTS, INSTRUCTIONS AND CLOSING. 321 12.1. Closing Documents and Closing Information. Seller and Buyer will cooperate with the Closing Company to enable 322 the Closing Company to prepare and deliver documents required for Closing to Buyer and Seller and their designees. If Buyer is 323 obtaining a loan to purchase the Property, Buyer acknowledges Buyer’s lender is required to provide the Closing Company, in a 324 timely manner, all required loan documents and financial information concerning Buyer’s loan. Buyer and Seller will furnish any 325 additional information and documents required by Closing Company that will be necessary to complete this transaction. Buyer and 326 Seller will sign and complete all customary or reasonably required documents at or before Closing. 327 12.2. Closing Instructions. Colorado Real Estate Commission’s Closing Instructions ARE NOT executed with this Contract. 328 12.3. Closing. Delivery of deed from Seller to Buyer will be at closing (Closing). Closing will be on the date specified as 329 the Closing Date or by mutual agreement at an earlier date. The hour and place of Closing will be as designated by mutual agreement 330 of the parties. 331 12.4. Disclosure of Settlement Costs. Buyer and Seller acknowledge that costs, quality and extent of service vary between 332 different settlement service providers (e.g., attorneys, lenders, inspectors and title companies). 333 12.5. Assignment of Leases. [omitted; inapplicable] 334 13. TRANSFER OF TITLE. Subject to Buyer’s compliance with the terms and provisions of this Contract, including the tender 335 of any payment due at Closing, Seller must execute and deliver the following good and sufficient deed to Buyer, at Closing: 336 SPECIAL WARRANTY DEED. Seller, provided another deed is not selected, must execute and deliver a good and sufficient special 337 warranty deed to Buyer, at Closing. 338 Unless otherwise specified in § 29 (Additional Provisions), if title will be conveyed using a special warranty deed or a general 339 warranty deed, title will be conveyed “subject to statutory exceptions” as defined in §38-30-113(5)(a), C.R.S. 340 14. PAYMENT OF LIENS AND ENCUMBRANCES. Unless agreed to by Buyer in writing, any amounts owed on any liens 341 or encumbrances securing a monetary sum against the Property and Inclusions, including any governmental liens for special 342 improvements installed as of the date of Buyer’s signature hereon, whether assessed or not, and previous years’ taxes, will be paid 343 at or before Closing by Seller from the proceeds of this transaction or from any other source. 344 15. CLOSING COSTS, FEES, ASSOCIATION STATUS LETTER AND DISBURSEMENTS, TAXES AND 345 WITHHOLDING. 346 15.1. Closing Costs. Buyer and Seller must pay, in Good Funds, their respective closing costs and all other items required 347 to be paid at Closing, except as otherwise provided herein. 348 15.2. Closing Services Fee. The fee for real estate closing services must be paid at Closing by ONE-HALF BY BUYER 349 AND ONE-HALF BY SELLER. 350 15.3. Association Fees and Required Disbursements. [omitted; inapplicable] 351 15.4. Local Transfer Tax. [omitted; inapplicable] 352 15.5. Sales and Use Tax. [omitted; inapplicable] 353 15.6. Private Transfer Fee. [omitted; inapplicable] 354 15.7. Water Transfer Fees. [omitted; inapplicable] 355 15.8. Utility Transfer Fees. [omitted; inapplicable] 356 15.9. FIRPTA and Colorado Withholding. 357 15.9.1. FIRPTA. The Internal Revenue Service (IRS) may require a substantial portion of the Seller’s proceeds be 358 withheld after Closing when Seller is a foreign person. If required withholding does not occur, the Buyer could be held liable for the 359 amount of the Seller’s tax, interest and penalties. Seller represents that Seller is not a foreign person for purposes of U.S. income 360 taxation. Seller agrees to cooperate with Buyer and Closing Company to provide any reasonably requested documents to verify 361 Seller’s foreign person status. If withholding is required, Seller authorizes Closing Company to withhold such amount from Seller’s 362 proceeds. Seller should inquire with Seller’s tax advisor to determine if withholding applies or if an exemption exists. 363 15.9.2. Colorado Withholding. The Colorado Department of Revenue may require a portion of the Seller’s proceeds 364 be withheld after Closing when Seller will not be a Colorado resident after Closing, if not otherwise exempt. Seller agrees to 365 cooperate with Buyer and Closing Company to provide any reasonably requested documents to verify Seller’s status. If withholding 366 is required, Seller authorizes Closing Company to withhold such amount from Seller’s proceeds. Seller should inquire with Seller’s 367 tax advisor to determine if withholding applies or if an exemption exists. 368 16. PRORATIONS AND ASSOCIATION ASSESSMENTS. 369 16.1. Prorations. The following will be prorated to the Closing Date, except as otherwise provided: 370 16.1.1. Taxes. Personal property taxes, if any, special taxing district assessments, if any, and general real estate taxes 371 for the year of Closing, based on TAXES FOR THE CALENDAR YEAR IMMEDIATELY PRECEDING CLOSING. 372 16.1.2. Rents. [omitted; inapplicable] 373 16.1.3. Other Prorations. [omitted; inapplicable] 374 16.1.4. Final Settlement. Unless otherwise specified in Additional Provisions, these prorations are final. 375 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 9 of 12 16.2. Association Assessments. [omitted; inapplicable] 376 17. POSSESSION. Possession of the Property and Inclusions will be delivered to Buyer on Possession Date at Possession Time, 377 subject to the Leases as set forth in § 10.6.1.1. 378 GENERAL PROVISIONS 379 18. CAUSES OF LOSS, INSURANCE; DAMAGE TO INCLUSIONS AND SERVICES; CONDEMNATION; AND 380 WALK-THROUGH. Except as otherwise provided in this Contract, the Property, Inclusions or both will be delivered in the 381 condition existing as of the date of this Contract, ordinary wear and tear excepted. 382 18.1. Causes of Loss, Insurance. In the event the Property or Inclusions are damaged by fire, other perils or causes of loss 383 prior to Closing (Property Damage) in an amount of not more than ten percent of the total Purchase Price and if the repair of the 384 damage will be paid by insurance (other than the deductible to be paid by Seller), then Seller, upon receipt of the insurance proceeds, 385 will use Seller’s reasonable efforts to repair the Property before Closing Date. Buyer has the Right to Terminate under § 24.1., on 386 or before Closing Date, if the Property is not repaired before Closing Date, or if the damage exceeds such sum. Should Buyer elect 387 to carry out this Contract despite such Property Damage, Buyer is entitled to a credit at Closing for all insurance proceeds that were 388 received by Seller (but not the Association, if any) resulting from damage to the Property and Inclusions, plus the amount of any 389 deductible provided for in the insurance policy. This credit may not exceed the Purchase Price. In the event Seller has not received 390 the insurance proceeds prior to Closing, the parties may agree to extend the Closing Date to have the Property repaired prior to 391 Closing or, at the option of Buyer, (1) Seller must assign to Buyer the right to the proceeds at Closing, if acceptable to Seller’s 392 insurance company and Buyer’s lender; or (2) the parties may enter into a written agreement prepared by the parties or their attorney 393 requiring the Seller to escrow at Closing from Seller’s sale proceeds the amount Seller has received and will receive due to such 394 damage, not exceeding the total Purchase Price, plus the amount of any deductible that applies to the insurance claim. 395 18.2. Damage, Inclusions and Services. Should any Inclusion or service (including utilities and communication services), 396 system, component or fixture of the Property (collectively Service) (e.g., heating or plumbing), fail or be damaged between the date 397 of this Contract and Closing or possession, whichever is earlier, then Seller is liable for the repair or replacement of such Inclusion 398 or Service with a unit of similar size, age and quality, or an equivalent credit, but only to the extent that the maintenance or 399 replacement of such Inclusion or Service is not the responsibility of the Association, if any, less any insurance proceeds received by 400 Buyer covering such repair or replacement. If the failed or damaged Inclusion or Service is not repaired or replaced on or before 401 Closing or possession, whichever is earlier, Buyer has the Right to Terminate under § 24.1., on or before Closing Date, or, at the 402 option of Buyer, Buyer is entitled to a credit at Closing for the repair or replacement of such Inclusion or Service. Such credit must 403 not exceed the Purchase Price. If Buyer receives such a credit, Seller’s right for any claim against the Association, if any, will survive 404 Closing. 405 18.3. Condemnation. In the event Seller receives actual notice prior to Closing that a pending condemnation action may 406 result in a taking of all or part of the Property or Inclusions, Seller must promptly notify Buyer, in writing, of such condemnation 407 action. Buyer has the Right to Terminate under § 24.1., on or before Closing Date, based on such condemnation action, in Buyer’s 408 sole subjective discretion. Should Buyer elect to consummate this Contract despite such diminution of value to the Property and 409 Inclusions, Buyer is entitled to a credit at Closing for all condemnation proceeds awarded to Seller for the diminution in the value 410 of the Property or Inclusions, but such credit will not include relocation benefits or expenses or exceed the Purchase Price. 411 18.4. Walk-Through and Verification of Condition. Buyer, upon reasonable notice, has the right to walk through the 412 Property prior to Closing to verify that the physical condition of the Property and Inclusions complies with this Contract. 413 18.5. Home Warranty. [omitted; inapplicable] 414 18.6. Risk of Loss – Growing Crops. [omitted; inapplicable] 415 19. RECOMMENDATION OF LEGAL AND TAX COUNSEL. By signing this Contract, Buyer and Seller acknowledge that 416 their respective broker has advised that this Contract has important legal consequences and has recommended: (1) legal examination 417 of title; (2) consultation with legal and tax or other counsel before signing this Contract as this Contract may have important legal 418 and tax implications; (3) to consult with their own attorney if Water Rights, Mineral Rights or Leased Items are included or excluded 419 in the sale; and (4) to consult with legal counsel if there are other matters in this transaction for which legal counsel should be 420 engaged and consulted. Such consultations must be done timely as this Contract has strict time limits, including deadlines, that must 421 be complied with. 422 423 20. TIME OF ESSENCE, DEFAULT AND REMEDIES. Time is of the essence for all dates and deadlines in this Contract. 424 This means that all dates and deadlines are strict and absolute. If any payment due, including Earnest Money, is not paid, honored 425 or tendered when due, or if any obligation is not performed timely as provided in this Contract or waived, the non-defaulting party 426 has the following remedies: 427 20.1. If Buyer is in Default: 428 20.1.1. Specific Performance. [omitted; inapplicable] 429 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 10 of 12 20.1.2. Liquidated Damages, Applicable. This § 20.1.2. applies unless the box in § 20.1.1. is checked. Seller may 430 cancel this Contract. All Earnest Money (whether or not paid by Buyer) will be paid to Seller and retained by Seller. It is agreed that 431 the Earnest Money amount specified in § 4.1. is LIQUIDATED DAMAGES and not a penalty, which amount the parties agree is 432 fair and reasonable and (except as provided in §§ 10.4. and 21), such amount is SELLER’S ONLY REMEDY for Buyer’s failure to 433 perform the obligations of this Contract. Seller expressly waives the remedies of specific performance and additional damages. 434 20.2. If Seller is in Default: 435 20.2.1. Specific Performance, Damages or Both. Buyer may elect to treat this Contract as canceled, in which case 436 all Earnest Money received hereunder will be returned to Buyer and Buyer may recover such damages as may be proper. 437 Alternatively, in addition to the per diem in § 17 (Possession) for failure of Seller to timely deliver possession of the Property after 438 Closing occurs, Buyer may elect to treat this Contract as being in full force and effect and Buyer has the right to specific performance 439 or damages, or both. 440 20.2.2. Seller’s Failure to Perform. In the event Seller fails to perform Seller’s obligations under this Contract, to 441 include, but not limited to, failure to timely disclose Association violations known by Seller, failure to perform any replacements or 442 repairs required under this Contract or failure to timely disclose any known adverse material facts, Seller remains liable for any such 443 failures to perform under this Contract after Closing. Buyer’s rights to pursue the Seller for Seller’s failure to perform under this 444 Contract are reserved and survive Closing. 445 21. LEGAL FEES, COST AND EXPENSES. Anything to the contrary herein notwithstanding, in the event of any arbitration 446 or litigation relating to this Contract, prior to or after Closing Date, the arbitrator or court must award to the prevailing party all 447 reasonable costs and expenses, including attorney fees, legal fees and expenses. 448 22. MEDIATION. If a dispute arises relating to this Contract (whether prior to or after Closing) and is not resolved, the parties 449 must first proceed, in good faith, to mediation. Mediation is a process in which the parties meet with an impartial person who helps 450 to resolve the dispute informally and confidentially. Mediators cannot impose binding decisions. Before any mediated settlement is 451 binding, the parties to the dispute must agree to the settlement, in writing. The parties will jointly appoint an acceptable mediator 452 and will share equally in the cost of such mediation. The obligation to mediate, unless otherwise agreed, will terminate if the entire 453 dispute is not resolved within thirty days of the date written notice requesting mediation is delivered by one party to the other at that 454 party’s last known address (physical or electronic as provided in § 26). Nothing in this Section prohibits either party from filing a 455 lawsuit and recording a lis pendens affecting the Property, before or after the date of written notice requesting mediation. This 456 Section will not alter any date in this Contract, unless otherwise agreed. 457 23. EARNEST MONEY DISPUTE. Except as otherwise provided herein, Earnest Money Holder must release the Earnest 458 Money following receipt of written mutual instructions, signed by both Buyer and Seller. In the event of any controversy regarding 459 the Earnest Money, Earnest Money Holder is not required to release the Earnest Money. Earnest Money Holder, in its sole subjective 460 discretion, has several options: (1) wait for any proceeding between Buyer and Seller; (2) interplead all parties and deposit Earnest 461 Money into a court of competent jurisdiction (Earnest Money Holder is entitled to recover court costs and reasonable attorney and 462 legal fees incurred with such action); or (3) provide notice to Buyer and Seller that unless Earnest Money Holder receives a copy of 463 the Summons and Complaint or Claim (between Buyer and Seller) containing the case number of the lawsuit (Lawsuit) within one 464 hundred twenty days of Earnest Money Holder’s notice to the parties, Earnest Money Holder is authorized to return the Earnest 465 Money to Buyer. In the event Earnest Money Holder does receive a copy of the Lawsuit and has not interpled the monies at the time 466 of any Order, Earnest Money Holder must disburse the Earnest Money pursuant to the Order of the Court. The parties reaffirm the 467 obligation of § 22 (Mediation). This Section will survive cancellation or termination of this Contract. 468 24. TERMINATION. 469 24.1. Right to Terminate. If a party has a right to terminate, as provided in this Contract (Right to Terminate), the 470 termination is effective upon the other party’s receipt of a written notice to terminate (Notice to Terminate), provided such written 471 notice was received on or before the applicable deadline specified in this Contract. If the Notice to Terminate is not received on or 472 before the specified deadline, the party with the Right to Terminate accepts the specified matter, document or condition as satisfactory 473 and waives the Right to Terminate under such provision. 474 24.2. Effect of Termination. In the event this Contract is terminated, and all Earnest Money received hereunder is timely 475 returned to Buyer, the parties are relieved of all obligations hereunder, subject to §§ 10.4. and 21. 476 25. ENTIRE AGREEMENT, MODIFICATION, SURVIVAL; SUCCESSORS. This Contract, its exhibits and specified 477 addenda, constitute the entire agreement between the parties relating to the subject hereof and any prior agreements pertaining 478 thereto, whether oral or written, have been merged and integrated into this Contract. No subsequent modification of any of the terms 479 of this Contract is valid, binding upon the parties, or enforceable unless made in writing and signed by the parties. Any right or 480 obligation in this Contract that, by its terms, exists or is intended to be performed after termination or Closing survives the same. 481 Any successor to a party receives the predecessor’s benefits and obligations of this Contract. 482 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 11 of 12 26. NOTICE, DELIVERY AND CHOICE OF LAW. 483 26.1. Physical Delivery and Notice. Any document or notice to Buyer or Seller must be in writing, except as provided in 484 § 26.2. and is effective when physically received by such party, any individual named in this Contract to receive documents or 485 notices for such party, Broker, or Brokerage Firm of Broker working with such party (except any notice or delivery after Closing 486 must be received by the party, not Broker or Brokerage Firm). 487 26.2. Electronic Notice. As an alternative to physical delivery, any notice may be delivered in electronic form to Buyer or 488 Seller, any individual named in this Contract to receive documents or notices for such party, Broker or Brokerage Firm of Broker 489 working with such party (except any notice or delivery after Closing, cancellation or Termination must be received by the party, not 490 Broker or Brokerage Firm) at the electronic address of the recipient by email. 491 26.3. Electronic Delivery. Electronic Delivery of documents and notice may be delivered by: (1) email at the email address 492 of the recipient, (2) a link or access to a website or server provided the recipient receives the information necessary to access the 493 documents, or (3) facsimile at the facsimile number (Fax No.) of the recipient. 494 26.4. Choice of Law. This Contract and all disputes arising hereunder are governed by and construed in accordance with 495 the laws of the State of Colorado that would be applicable to Colorado residents who sign a contract in Colorado for real property 496 located in Colorado. 497 27. NOTICE OF ACCEPTANCE, COUNTERPARTS. This proposal will expire unless accepted in writing, by Buyer and 498 Seller, as evidenced by their signatures below and the offering party receives notice of such acceptance pursuant to § 26 on or before 499 Acceptance Deadline Date and Acceptance Deadline Time. If accepted, this document will become a contract between Seller and 500 Buyer. A copy of this Contract may be executed by each party, separately and when each party has executed a copy thereof, such 501 copies taken together are deemed to be a full and complete contract between the parties. 502 28. GOOD FAITH. Buyer and Seller acknowledge that each party has an obligation to act in good faith including, but not limited 503 to, exercising the rights and obligations set forth in the provisions of Financing Conditions and Obligations; Title Insurance, 504 Record Title and Off-Record Title; New ILC, New Survey; and Property Disclosure, Inspection, Indemnity, Insurability Due 505 Diligence and Source of Water. 506 ADDITIONAL PROVISIONS AND ATTACHMENTS 507 29. ADDITIONAL PROVISIONS. (The following additional provisions have not been approved by the Colorado Real Estate 508 Commission.) 509 510 29.1. Closing of this Contract is conditioned upon voter approval in accordance with Colorado law and the simultaneous 511 Closing of the Contract to Buy and Sell Real Estate, between Town of Fraser, as Seller, and Byson Real Estate Co., as Buyer, 512 covering the following described land: 513 514 Lots 19, 20, 21, 22, and that part of Lot 23 lying West of the right of way of Doc Suzie Avenue, 515 Block 7, 516 FIRST ADDITION TO THE TOWN OF EASTOM 517 518 (the “Fraser to Byson Contract”). 519 520 29.2. At Closing of this Contract, Fraser shall be given credit for the Purchase Price of the Property covered by the Fraser 521 to Byson Contract. At Closing of the Fraser to Byson Contract, Byson shall be given credit for the Purchase Price of the Property 522 covered by this Contract. 523 524 29.3. Seller shall obtain at its expense and deliver to Buyer an ALTA survey, a geotechnical report, and a Phase 1 525 Environmental report for the Property by the Due Diligence Documents Delivery Deadline. 526 30. OTHER DOCUMENTS. 527 30.1. Documents Part of Contract. The following documents are a part of this Contract: NONE 528 529 530 531 30.2. Documents Not Part of Contract. The following documents have been provided but are not a part of this Contract: 532 NONE 533 CBS4-6-21. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 12 of 12 534 535 536 SIGNATURES 537 BUYER: 538 539 TOWN OF FRASER, 540 a municipal corporation of the State of Colorado 541 153 Fraser Avenue 542 P.O. Box 120 543 Fraser, CO 80442 544 Phone: 545 Email: 546 547 By: 548 Mayor 549 550 ATTEST: 551 552 By: 553 Town Clerk 554 555 556 SELLER: 557 558 BYSON REAL ESTATE CO, 559 a Colorado limited liability company 560 5303 E. Evans Ave., Ste. 306 561 Denver, CO 80222 562 Phone: 563 Email: 564 565 By: 566 Manager 567 568 END OF CONTRACT TO BUY AND SELL REAL ESTATE 569 570 APPRAISAL OF REAL PROPERTY Clayton SubResub Tr B&C Lot 2 Fraser, CO 80442 Clayton Subdivision Resubdivision Tracts B & C, Lot 2 Town of Fraser's Mayor, Mayor Pro-tem and Board of Trustees. 335,000 10/11/2023 Kelly Griesch, Certified General Appraiser Arete Appraisal PO Box 256 Granby, CO 80446-0256 (970) 887-9490 kgriesch@areteappraisal.com http://www.areteappraisal.com Form GA1V - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE LOCATED AT FOR OPINION OF VALUE AS OF BY Arete Appraisal PO Box 256 Granby, CO 80446-0256 (970) 887-9490 http://www.areteappraisal.com 10/17/2023 Town of Fraser's Mayor, Mayor Pro-tem and Board of Trustees. Re:Property:Clayton SubResub Tr B&C Lot 2 Fraser, CO 80442 Borrower:N/A File No.:vl 158719144002 Opinion of Value: $335,000 Effective Date:10/11/2023 In accordance with your request, we have appraised the above referenced property. The report of that appraisal is attached. The purpose of the appraisal is to develop an opinion of market value for the property described in this appraisal report, as improved, in unencumbered fee simple title of ownership. This report is based on a physical analysis of the site and improvements, a locational analysis of the neighborhood and city, and an economic analysis of the market for properties such as the subject. The appraisal was developed and the report was prepared in accordance with the Uniform Standards of Professional Appraisal Practice. The opinion of value reported above is as of the stated effective date and is contingent upon the certification and limiting conditions attached. It has been a pleasure to assist you. Please do not hesitate to contact me or any of my staff if we can be of additional service to you. Sincerely, Kelly Griesch, Certified General Appraiser License or Certification #: CG40022118 State: CO Expires: 12/31/2024 kgriesch@areteappraisal.com Arete Appraisal (970) 887-9490 TOF-TBD Clayton Ct vl 158719144002LAND APPRAISAL REPORT Clayton SubResub Tr B&C Lot 2 Fraser CO 80442 Grand Clayton Subdivision Resubdivision Tracts B & C, Lot 2 158719144003 2022 1,407.88 0 Fraser Fraser 0002.03 Byson Investments LLC N/A There is an 864 square foot shed located on the property. It is situated on skids rather than a permanent foundation. The Intended Use is to evaluate the property that is the subject of this report, of which the client has an ownership interest, for issues pertaining financial planning. This appraisal is not for a mortgage finance transaction. The Intended User of this appraisal report is the Client, the Town of Fraser's Mayor, Mayor Pro-tem and Board of Trustees. Town of Fraser, Mayor, Mayor Pro Tem & Board of TrusteesPO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser PO Box 256, Granby, CO 80446-0256 65 30 One-Unit Housing 632 2,985 1,600 1 100 20 50 2 20 3 Vac Land 25 The Town of Fraser is a mix of single family homes and condominiums/townhouses. It has several new developments underway. It is located near many outdoor recreational amenities. The primary industry is tourism. Employment is in support of that industry, general support services, construction, local government and real estate. There are schools and shopping available in Fraser. Market area boundaries are County Rd 8 to the North, Rendezvous Rd & Kings Crossing to the South and Carriage Rd to the West, Wapiti, Meadow Mile, Fraser River , Pioneer Trl & Friendship to the East. The single family residential market in the town of Fraser has been relatively consistent activity with 46 sales in the last 12 months. There are currently 12 active listings and 3 pending sales ranging in price from $749k to $2,400k. There have been no commercial improved sales in the last 12 months but there are currently 2 active listings and one pending sale ranging in price from $1,250k to $1,700k. There were 11 vacant residential land sales in the last 24 months ranging from $315k to $1075k. There were three commercial vacant sales in the last 24 months ranging in price from $325k to $1,100k with a mean of $741k and a median of $800k. +/- 92' x 123' x 80' x 150'11,545 Sq.Ft. Riverwalk Mixed Use Overlay District Provides for development of a high density, walkable, mixed use neighborhood to integrate Fraser's historic downtown with the Fraser River and generate opportunities for downtown redevelopment affordable housing & economic revitalization. See Riverwalk Mixed Use Overlay District Zoning Addendum The subject property is currently vacant. Its Highest & Best Use as Improved is High Density Commercial/Multi-family Residential Mixed Use Vacant Land Available for development Vacant Land Available for development The highest and best use, as of the effective date of this report, is land available for high density commercial/multi-family residential mixed use development. It meets the 4 criteria: Physically Possible, Legal, Financially Feasible with maximum productivity/profitability. MPEI Xcel Energy Town of Fraser Town of Fraser Town of Fraser Century Link Multiple City Street +/- 50' Gravel None None No None City Street Level 0.27 ac / 11545 sf Trapezoid Appeared Adequate Avg Downtown/Res X 08049C0979C 1/2/2008 The subject site is a 0.27 acre/11,545 square foot generally level site located on Clayton Court in the Town of Fraser.All utilities are installed to the site and are available for installation on the site. It is located in the downtown Fraser area. It is not located along the highway but has easy walking access to all the downtown Fraser amenities. Form GPLND - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: SU B J E C T Property Address:City:State:Zip Code: County:Legal Description: Assessor's Parcel #:Tax Year:R.E. Taxes: $Special Assessments: $ Market Area Name:Map Reference:Census Tract: Current Owner of Record:Borrower (if applicable): Project Type (if applicable):PUD De Minimis PUD Other (describe)HOA: $per year per month Are there any existing improvements to the property?No Yes If Yes, indicate current occupancy:Owner Tenant Vacant Not habitable If Yes, give a brief description: AS S I G N M E N T The purpose of this appraisal is to develop an opinion of:Market Value (as defined), or other type of value (describe) This report reflects the following value (if not Current, see comments):Current (the Inspection Date is the Effective Date)Retrospective Prospective Property Rights Appraised:Fee Simple Leasehold Leased Fee Other (describe) Intended Use: Intended User(s) (by name or type): Client:Address: Appraiser:Address: MA R K E T A R E A D E S C R I P T I O N Characteristics Location:Urban Suburban Rural Built up:Over 75%25-75%Under 25% Growth rate:Rapid Stable Slow Property values:Increasing Stable Declining Demand/supply:Shortage In Balance Over Supply Marketing time:Under 3 Mos.3-6 Mos.Over 6 Mos. PredominantOccupancy Owner Tenant Vacant (0-5%) Vacant (>5%) PRICE $(000) Low High Pred AGE (yrs) Present Land Use One-Unit % 2-4 Unit % Multi-Unit % Comm'l % % % Change in Land Use Not Likely Likely *In Process * * To: Factors Affecting Marketability Good Average Fair Poor N/AItem Employment Stability Convenience to Employment Convenience to Shopping Convenience to Schools Adequacy of Public Transportation Recreational Facilities Item Good Average Fair Poor N/A Adequacy of Utilities Property Compatibility Protection from Detrimental Conditions Police and Fire Protection General Appearance of Properties Appeal to Market Market Area Comments: SI T E D E S C R I P T I O N Dimensions:Site Area: Zoning Classification:Description: Do present improvements comply with existing zoning requirements?Yes No No Improvements Uses allowed under current zoning: Are CC&Rs applicable?Yes No Unknown Have the documents been reviewed?Yes No Ground Rent (if applicable)$/ Comments: Highest & Best Use as improved:Present use, or Other use (explain) Actual Use as of Effective Date:Use as appraised in this report: Summary of Highest & Best Use: Utilities Public Other Provider/Description Off-site Improvements Type Public Private Electricity Gas Water Sanitary Sewer Storm Sewer Telephone Multimedia Street Width Surface Curb/Gutter Sidewalk Street Lights Alley Frontage Topography Size Shape Drainage View Other site elements:Inside Lot Corner Lot Cul de Sac Underground Utilities Other (describe) FEMA Spec'l Flood Hazard Area Yes No FEMA Flood Zone FEMA Map #FEMA Map Date Site Comments: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 TOF-TBD Clayton Ct vl 158719144002LAND APPRAISAL REPORT County Records 06/09/2023 325,000 County Records The subject property was purchased by the current owner on 06/09/2023 for $325,000 in what appears to be an arms length transaction.There were no other prior sales or transfers of the subject property within 36 months of the effective date of this report or any prior sales or transfers of the comparables within one year of the sales referenced in this analysis. Clayton SubResub Tr B&C Lot 2 Fraser, CO 80442 Sq.Ft. Fee Simple Fraser-Riverwalk 11,545(in Sq.Ft.) Topography Level Highway Frontage None Zoning Rvrwlk MxdUseDist Improvements 864' Shed Clayton SubResub TrB&C Lot 2 Fraser, CO 80442 Less than 0.01 miles 325,000 28.15 GrandCoMLS#22-1252;DOM263 Assessors Records ArmLth Cash;0 06/09/2023 +2 Fee Simple Fraser-Riverwalk 11,545 Level None Rvrwlk MxdUseDist 864' Shed 6,500 Net 2.0 % Gross 2.0 % (2 % of $/Sq.Ft.) 28.71 120 Railroad Ave Fraser, CO 80442 0.15 miles W 200,000 22.96 Assessors Records;DOM Ukn GrandCoMLS#21-1544 ArmLth Cash;0 09/29/2021 +13 Fee Simple Fraser-Riverwalk +15 8,712 Level None Rvrwlk MxdUseDist 56,008 Net 28.0 % Gross 28.0 % (28 % of $/Sq.Ft.) 29.39 Clayton SubResub TrB&C Lot 7 Fraser, CO 80442 0.09 miles SE 800,000 18.18 GrandCoMLS#21-1648;DOM169 Assessors Records ArmLth Owner 04/05/2022 +9 Fee Simple Fraser-Riverwalk 43,995 +25 GenerallyLevel 0 None Rvrwlk MxdUseDist None 271,942 Net 34.0 % Gross 34.0 % (34 % of $/Sq.Ft.) 24.36 Net Adjustment (Total, in % of $ / Sq.Ft.) Adjusted Sale Price (in $ / Sq.Ft.) +(-) % Adjust +(-) % Adjust +(-) % Adjust The comparable sales are similar vacant commercial sites available for development. The comparables bracket the subject in site size. Adjustments applied in the Sales Comparison Analysis are expressed as a Percentage of Sales Price per Square Foot. The adjustments reflect the actions of buyers and sellers in this market segment. Time of sale adjustments were 0.5% of the respective sale price per month. The Site Size adjustment is based on the premise that as the parcel size increases in size, the price per square foot generally decreases and vice versa, as the parcel size decreases the price per square foot generally increases. Therefore, a larger site would require a positive adjustment and a smaller parcel would require a negative adjustment. Utility adjustments was 20% for not having water or sanitation based on matched pairs and sensitivity analysis. Highway Frontage adjustments were $2,000/foot based on the estimated contribution of the highway front feet to the respective overall site value. The opinion of value is based on a reasonable market exposure time. That time frame is approximately 3-12 months based on recent sales in the subject market area. 334,805 or $29 per Sq.Ft. The final opinion of value was based solely on the results of the Sales Comparison Approach. The comparable properties selected for the analysis are the most similar to the subject of properties recently active in the market area and reflect the actions of buyers and sellers in this market segment. 335,000 10/11/2023 21 Scope of Work Limiting cond./Certifications Narrative Addendum Location Map(s)Flood Addendum Additional Sales Photo Addenda Parcel Map Hypothetical Conditions Extraordinary Assumptions USPAP Identification Miichael Brack Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees mbrack@town.fraser.co.us PO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser Arete Appraisal (970) 887-9490 kgriesch@areteappraisal.com 10/17/2023 CG40022118 CO 12/31/2024 10/11/2023 Form GPLND - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: TR A N S F E R H I S T O R Y My research did did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data Source(s): 1st Prior Subject Sale/Transfer Date: Price: Source(s): 2nd Prior Subject Sale/Transfer Date: Price: Source(s): Analysis of sale/transfer history and/or any current agreement of sale/listing: SA L E S C O M P A R I S O N A P P R O A C H FEATURE SUBJECT PROPERTY COMPARABLE NO. 1 COMPARABLE NO. 2 COMPARABLE NO. 3 Address Proximity to Subject Sale Price $$$$ Price/$$$$ Data Source(s) Verification Source(s) VALUE ADJUSTMENT DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION Sales or Financing Concessions Date of Sale/Time Rights Appraised Location Site Area Net Adjustment (Total, in $)+++$ $ –––$ $ $ $ Summary of Sales Comparison Approach PU D PROJECT INFORMATION FOR PUDs (if applicable)The Subject is part of a Planned Unit Development. Legal Name of Project: Describe common elements and recreational facilities: RE C O N C I L I A T I O N Indicated Value by: Sales Comparison Approach $ Final Reconciliation This appraisal is made ''as is'', or subject to the following conditions: This report is also subject to other Hypothetical Conditions and/or Extraordinary Assumptions as specified in the attached addenda. Based upon an inspection of the subject property, defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser’s Certifications, my (our) Opinion of the Market Value (or other specified value type), as defined herein, of the real property that is the subject of this report is: $, as of:,which is the effective date of this appraisal. If indicated above, this Opinion of Value is subject to Hypothetical Conditions and/or Extraordinary Assumptions included in this report. See attached addenda. AT T A C H . A true and complete copy of this report contains pages, including exhibits which are considered an integral part of the report. This appraisal report may not be properly understood without reference to the information contained in the complete report, which contains the following attached exhibits: SI G N A T U R E S Client Contact:Client Name: E-Mail:Address: Appraiser Name: Company: Phone:Fax: E-Mail: Date of Report (Signature): License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect (Desktop) Date of Inspection: Supervisory or Co-Appraiser Name: Company: Phone:Fax: E-Mail: Date of Report (Signature): License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect Date of Inspection: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 TOF-TBD Clayton Ct vl 158719144002ADDITIONAL COMPARABLE SALES Clayton SubResub Tr B&C Lot 2 Fraser, CO 80442 Sq.Ft. Fee Simple Fraser-Riverwalk 11,545(in Sq.Ft.) Topography Level Highway Frontage None Zoning Rvrwlk MxdUseDist Improvements 864' Shed 406 N Zerex St Fraser, CO 80442 0.08 miles NW 1,100,000 42.23 GrandCoMLS#21-790;DOM142 Assessors Records ArmLth Cash;0 10/22/2021 +12 Fee Simple Fraser-Riverwalk 26,049 +10 Level 153'-28 Rvrwlk MxdUseDist -66,003 Net 6.0 % Gross 50.0 % (-6 % of $/Sq.Ft.) 39.7 76981 US Highway 40 Fraser, CO 80442 0.77 miles SE 1,600,000 36.37 GrandCoMLS#23-220;DOM196 Listing Office LISTING LISTING Fee Simple Fraser- Hwy 40 43,995 +25 Level 375'-47 Business +10 None -192,012 Net 12.0 % Gross 82.0 % (-12 % of $/Sq.Ft.) 32.01 Net % Gross % Net Adjustment (Total, in % of $ / Sq.Ft.) Adjusted Sale Price (in $ / Sq.Ft.) +(-) % Adjust +(-) % Adjust +(-) % Adjust The Sales Comparison Analysis analyzes similar properties in and around the subject market area that are offered for sale and that have sold in a time frame relevant to the effective date of the analysis. The differences in physical characteristics are quantified based on the available market data. Adjustments are applied to the comparable properties selected for the analysis to make the respective comparable property as similar as possible to the subject. If a unit of comparison is considered to be superior to the subject a negative adjustment would be applied to the respective comparable and if that unit of comparison were inferior a positive adjustment would be applied. (Please refer to the Uniform Appraisal Dataset Definitions Addendum for abbreviations used in the Sales Comparison Analysis grid and other locations throughout the report) After the differences in physical characteristics between the subject and the comparables have been applied the adjusted sale prices of the comparables are reconciled to arrive at an indication of value developed from the analysis. There were limited sales of reasonably similar properties in and around the subject market area, yet a sufficient relevant sales in the subject market area indicating market value for the subject property. The comparables were selected based on their overall similarity in terms of physical characteristics and utility provided. Comparable sale #1 is the prior sale of the subject property that occurred on 06/07/2023. This sale occurred 4 months prior to the effective date of this report. This was the most recent sale and is clearly the most similar in terms of physical characteristics. Comparable sale #2 is a 8,712 square foot level site in the downtown area about a block west from the subject. This sale occurred 25 months prior to the effective date of this report. It is smaller in size and is in an inferior location. Comparable sale #3 is a 1.01 acre/43,995 square foot site in the Clayton Subdivision-Resubdivision. This sale occurred 18 months prior to the effective date of this report. It is larger in size. Comparable sale #4 is a 26,049 square foot, level site with an estimated 153 feet of Highway Frontage. It is across the alley from the subject to the south. This sale occurred 24 months prior tot he effective date of this report. It is larger in size and has highway frontage. Comparable #5 is an active listing of a 1.01 acre/43,995 square foot site in the Riverview Condominiums subdivision. It is larger in size, has 375 feet of highway frontage and has less allowable density in its zoning district. There were extensive adjustments applied in certain instances of the Sales Comparison Analysis that exceed common mortgage underwriting guidelines. This is due to the the limited market activity in this market segment. Comparable sales #2 and #3 had single line adjustments greater than 10%, net adjustments greater than 15% and gross adjustments greater than 25%. Comparables #4 and #5 had a single line adjustment greater than 10% and gross adjustments greater than 25%. These were necessary in order to quantify the differences in physical characteristics between these comparables and the subject. The final opinion of value was reached based solely on the results of the Sales Comparison Approach. The Sales Comparison Approach reflects the actions of buyers and sellers in this market. The opinion of value for the subject property was developed using a bracketed methodology in the Sales Comparison Analysis, it is bracketed by unadjusted and adjusted sale prices of the comparable sales in the Sales Comparison Analysis. The first three sales in the Sales Comparison Analysis were considered to be the most relevant as they required the least adjustments and resulted in the most closely grouped adjusted sale prices. There was limited market activity in this market segment but sufficient data to develop an opinion of value. The comparable properties selected for the analysis are the most similar to the subject of properties recently active in the market area. The subject property was not listed in the last 36 months so that was not a factor in the final opinion of value. 4 5 6 Form GPLND.(AC) - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: SA L E S C O M P A R I S O N A P P R O A C H FEATURE SUBJECT PROPERTY COMPARABLE NO.COMPARABLE NO.COMPARABLE NO. Address Proximity to Subject Sale Price $$$$ Price/$$$$ Data Source(s) Verification Source(s) VALUE ADJUSTMENT DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION Sales or Financing Concessions Date of Sale/Time Rights Appraised Location Site Area Net Adjustment (Total, in $)+++$ $ –––$ $ $ $ Summary of Sales Comparison Approach Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Form MAP.LOC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Aerial Map Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees Clayton SubResub Tr B&C Lot 2 Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Client Appraiser Property Address City County State Zip Code Form PIC3X5.SR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Subject Photo Page Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees Clayton SubResub Tr B&C Lot 2 Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Subject Front Sales Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Clayton SubResub Tr B&C Lot 2 Fraser-Riverwalk 11,545 Subject Rear Subject Street Client Appraiser Property Address City County State Zip Code Form PICPIX.CR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Comparable Photo Page Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees Clayton SubResub Tr B&C Lot 2 Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Comparable 1 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Clayton SubResub TrB&C Lot 2 Less than 0.01 miles 325,000 Fraser-Riverwalk 11,545 Comparable 2 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 120 Railroad Ave 0.15 miles W 200,000 Fraser-Riverwalk 8,712 Comparable 3 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Clayton SubResub TrB&C Lot 7 0.09 miles SE 800,000 Fraser-Riverwalk 43,995 Client Appraiser Property Address City County State Zip Code Form PICPIX.CR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Comparable Photo Page Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees Clayton SubResub Tr B&C Lot 2 Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Comparable 4 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 406 N Zerex St 0.08 miles NW 1,100,000 Fraser-Riverwalk 26,049 Comparable 5 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 76981 US Highway 40 0.77 miles SE 1,600,000 Fraser- Hwy 40 43,995 Comparable 6 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Client Appraiser Property Address City County State Zip Code Form MAP.LOC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Location Map Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees Clayton SubResub Tr B&C Lot 2 Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Client Appraiser Property Address City County State Zip Code Subject Parcel Map Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Excerpt of Subject Survey Dated 12/2/2022 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Form MAP.LOC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Comparable Sales Map Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees Clayton SubResub Tr B&C Lot 2 Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Client Appraiser Property Address City County State Zip Code Riverwalk Mixed Use Overlay District Zoning Addendum Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE TOF-TBD Clayton Ct vl 158719144002 Form UADDEFINE1A - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No. The improvements have been recently constructed and have not been previously occupied. The entire structure and all components are new and the dwelling features no physical depreciation. The improvements feature no deferred maintenance, little or no physical depreciation, and require no repairs. Virtually all building components are new or have been recently repaired, refinished, or rehabilitated. All outdated components and finishes have been updated and/or replaced with components that meet current standards. Dwellings in this category are either almost new or have been recently completely renovated and are similar in condition to new construction. The improvements are well maintained and feature limited physical depreciation due to normal wear and tear. Some components, but not every major building component, may be updated or recently rehabilitated. The structure has been well maintained. The improvements feature some minor deferred maintenance and physical deterioration due to normal wear and tear. The dwelling has been adequately maintained and requires only minimal repairs to building components/mechanical systems and cosmetic repairs. All major building components have been adequately maintained and are functionally adequate. The improvements feature obvious deferred maintenance and are in need of some significant repairs. Some building components need repairs, rehabilitation, or updating. The functional utility and overall livability is somewhat diminished due to condition, but the dwelling remains useable and functional as a residence. The improvements have substantial damage or deferred maintenance with deficiencies or defects that are severe enough to affect the safety, soundness, or structural integrity of the improvements. The improvements are in need of substantial repairs and rehabilitation, including many or most major components. Dwellings with this quality rating are usually unique structures that are individually designed by an architect for a specified user. Such residences typically are constructed from detailed architectural plans and specifications and feature an exceptionally high level of workmanship and exceptionally high-grade materials throughout the interior and exterior of the structure. The design features exceptionally high-quality exterior refinements and ornamentation, and exceptionally high-quality interior refinements. The workmanship, materials, and finishes throughout the dwelling are of exceptionally high quality. Dwellings with this quality rating are often custom designed for construction on an individual property owner’s site. However, dwellings in this quality grade are also found in high-quality tract developments featuring residence constructed from individual plans or from highly modified or upgraded plans. The design features detailed, high quality exterior ornamentation, high-quality interior refinements, and detail. The workmanship, materials, and finishes throughout the dwelling are generally of high or very high quality. UAD Version 9/2011 (Updated 1/2014) Form UADDEFINE1A - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Dwellings with this quality rating are residences of higher quality built from individual or readily available designer plans in above-standard residential tract developments or on an individual property owner’s site. The design includes significant exterior ornamentation and interiors that are well finished. The workmanship exceeds acceptable standards and many materials and finishes throughout the dwelling have been upgraded from “stock” standards. Dwellings with this quality rating meet or exceed the requirements of applicable building codes. Standard or modified standard building plans are utilized and the design includes adequate fenestration and some exterior ornamentation and interior refinements. Materials, workmanship, finish, and equipment are of stock or builder grade and may feature some upgrades. Dwellings with this quality rating feature economy of construction and basic functionality as main considerations. Such dwellings feature a plain design using readily available or basic floor plans featuring minimal fenestration and basic finishes with minimal exterior ornamentation and limited interior detail. These dwellings meet minimum building codes and are constructed with inexpensive, stock materials with limited refinements and upgrades. Dwellings with this quality rating are of basic quality and lower cost; some may not be suitable for year-round occupancy. Such dwellings are often built with simple plans or without plans, often utilizing the lowest quality building materials. Such dwellings are often built or expanded by persons who are professionally unskilled or possess only minimal construction skills. Electrical, plumbing, and other mechanical systems and equipment may be minimal or non-existent. Older dwellings may feature one or more substandard or non-conforming additions to the original structure Residential properties of fifteen years of age or less often reflect an original condition with no updating, if no major components have been replaced or updated. Those over fifteen years of age are also considered not updated if the appliances, fixtures, and finishes are predominantly dated. An area that is ‘Not Updated’ may still be well maintained and fully functional, and this rating does not necessarily imply deferred maintenance or physical/functional deterioration. An updated area of the home should have an improved look and feel, or functional utility. Changes that constitute updates include refurbishment and/or replacing components to meet existing market expectations. Updates do not include significant alterations to the existing structure. A remodeled area reflects fundamental changes that include multiple alterations. These alterations may include some or all of the following: replacement of a major component (cabinet(s), bathtub, or bathroom tile), relocation of plumbing/gas fixtures/appliances, significant structural alterations (relocating walls, and/or the addition of) square footage). This would include a complete gutting and rebuild. Three-quarter baths are counted as a full bath in all cases. Quarter baths (baths that feature only a toilet) are not included in the bathroom count. The number of full and half baths is reported by separating the two values using a period, where the full bath count is represented to the left of the period and the half bath count is represented to the right of the period. 3.2 indicates three full baths and two half baths. UAD Version 9/2011 (Updated 1/2014) Form UADDEFINE1A - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE A Adverse Location & View ac Acres Area, Site AdjPrk Adjacent to Park Location AdjPwr Adjacent to Power Lines Location ArmLth Arms Length Sale Sale or Financing Concessions AT Attached Structure Design (Style) B Beneficial Location & View ba Bathroom(s)Basement & Finished Rooms Below Grade br Bedroom Basement & Finished Rooms Below Grade BsyRd Busy Road Location c Contracted Date Date of Sale/Time Cash Cash Sale or Financing Concessions Comm Commercial Influence Location Conv Conventional Sale or Financing Concessions cp Carport Garage/Carport CrtOrd Court Ordered Sale Sale or Financing Concessions CtySky City View Skyline View View CtyStr City Street View View cv Covered Garage/Carport DOM Days On Market Data Sources DT Detached Structure Design (Style) dw Driveway Garage/Carport e Expiration Date Date of Sale/Time Estate Estate Sale Sale or Financing Concessions FHA Federal Housing Authority Sale or Financing Concessions g Garage Garage/Carport ga Attached Garage Garage/Carport gbi Built-in Garage Garage/Carport gd Detached Garage Garage/Carport GlfCse Golf Course Location Glfvw Golf Course View View GR Garden Design (Style) HR High Rise Design (Style) in Interior Only Stairs Basement & Finished Rooms Below Grade Ind Industrial Location & View Listing Listing Sale or Financing Concessions Lndfl Landfill Location LtdSght Limited Sight View MR Mid-rise Design (Style) Mtn Mountain View View N Neutral Location & View NonArm Non-Arms Length Sale Sale or Financing Concessions o Other Basement & Finished Rooms Below Grade O Other Design (Style) op Open Garage/Carport Prk Park View View Pstrl Pastoral View View PwrLn Power Lines View PubTrn Public Transportation Location Relo Relocation Sale Sale or Financing Concessions REO REO Sale Sale or Financing Concessions Res Residential Location & View RH USDA - Rural Housing Sale or Financing Concessions rr Recreational (Rec) Room Basement & Finished Rooms Below Grade RT Row or Townhouse Design (Style) s Settlement Date Date of Sale/Time SD Semi-detached Structure Design (Style) Short Short Sale Sale or Financing Concessions sf Square Feet Area, Site, Basement sqm Square Meters Area, Site Unk Unknown Date of Sale/Time VA Veterans Administration Sale or Financing Concessions w Withdrawn Date Date of Sale/Time wo Walk Out Basement Basement & Finished Rooms Below Grade Woods Woods View View Wtr Water View View WtrFr Water Frontage Location wu Walk Up Basement Basement & Finished Rooms Below Grade UAD Version 9/2011 (Updated 1/2014) TOF-TBD Clayton Ct vl 158719144002Assumptions, Limiting Conditions & Scope of Work Clayton SubResub Tr B&C Lot 2 Fraser CO 80442 Town of Fraser, Mayor, Mayor Pro Tem & Board of TrusteesPO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser PO Box 256, Granby, CO 80446-0256 STATEMENT OF ASSUMPTIONS & LIMITING CONDITIONS - The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the title is good and marketable and, therefore, will not render any opinions about the title. The property is appraised on the basis of it being under responsible ownership. - The appraiser may have provided a plat and/or parcel map in the appraisal report to assist the reader in visualizing the lot size, shape, and/or orientation. The appraiser has not made a survey of the subject property. - If so indicated, the appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in the appraisal report whether the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. - The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. - The appraiser has noted in the appraisal report any adverse conditions (including, but not limited to, the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subject property, or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated in the appraisal report, the appraiser has no knowledge of any hidden or unapparent conditions of the property, or adverse environmental conditions (including, but not limited to, the presence of hazardous wastes, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, the appraisal report must not be considered as an environmental assessment of the property. - The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. - The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice, and any applicable federal, state or local laws. - An appraiser's client is the party (or parties) who engage an appraiser in a specific assignment. Any other party acquiring this report from the client does not become a party to the appraiser-client relationship. Any persons receiving this appraisal report because of disclosure requirements applicable to the appraiser's client do not become intended users of this report unless specifically identified by the client at the time of the assignment. - The appraiser's written consent and approval must be obtained before this appraisal report can be conveyed by anyone to the public, through advertising, public relations, news, sales, or by means of any other media, or by its inclusion in a private or public database. Possession of this report or any copy thereof does not carry with it the right of publication. - Forecasts of effective demand for the highest and best use or the best fitting and most appropriate use were based on the best available data concerning the market and are subject to conditions of economic uncertainty about the future. SCOPE OF WORK:The scope of work for this appraisal is defined by the complexity of this appraisal assignment and the reporting requirements of this appraisal report form, including the following definition of market value, statement of assumptions and limiting conditions, and certifications. The appraiser must, at a minimum: (1) perform a complete visual inspection of the subject property, (2) inspect the neighborhood, (3) inspect each of the comparable sales from at least the street, (4) research, verify, and analyze data from reliable public and/or private sources, and (5) report his or her analysis, opinions, and conclusions in this appraisal report. The Scope of Work is the type and extent of research and analyses performed in an appraisal assignment that is required to produce credible assignment results, given the nature of the appraisal problem, the specific requirements of the intended user(s) and the intended use of the appraisal report. Reliance upon this report, regardless of how acquired, by any party or for any use, other than those specified in this report by the Appraiser, is prohibited. The Opinion of Value that is the conclusion of this report is credible only within the context of the Scope of Work, Effective Date, the Date of Report, the Intended User(s), the Intended Use, the stated Assumptions and Limiting Conditions, any Hypothetical Conditions and/or Extraordinary Assumptions, and the Type of Value, as defined herein. The appraiser, appraisal firm, and related parties assume no obligation, liability, or accountability, and will not be responsible for any unauthorized use of this report or its conclusions. Additional Comments (Scope of Work, Extraordinary Assumptions, Hypothetical Conditions, etc.): Form GPLNDAD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: Property Address:City:State:Zip Code: Client:Address: Appraiser:Address: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 TOF-TBD Clayton Ct vl 158719144002Certifications & Definitions Clayton SubResub Tr B&C Lot 2 Fraser CO 80442 Town of Fraser, Mayor, Mayor Pro Tem & Board of TrusteesPO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser PO Box 256, Granby, CO 80446-0256 APPRAISER'S CERTIFICATION I certify that, to the best of my knowledge and belief: - The statements of fact contained in this report are true and correct. - The credibility of this report, for the stated use by the stated user(s), of the reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. - I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. - Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. - I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. - My engagement in this assignment was not contingent upon developing or reporting predetermined results. - My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. - My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. - I did not base, either partially or completely, my analysis and/or the opinion of value in the appraisal report on the race, color, religion, sex, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property, or of the present owners or occupants of the properties in the vicinity of the subject property. - Unless otherwise indicated, I have made a personal inspection of the property that is the subject of this report. - Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification. Additional Certifications: DEFINITION OF MARKET VALUE *: Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1. Buyer and seller are typically motivated; 2. Both parties are well informed or well advised and acting in what they consider their own best interests; 3. A reasonable time is allowed for exposure in the open market; 4. Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and 5. The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. * This definition is from regulations published by federal regulatory agencies pursuant to Title XI of the Financial Institutions Reform, Recovery, and Enforcement Act (FIRREA) of 1989 between July 5, 1990, and August 24, 1990, by the Federal Reserve System (FRS), National Credit Union Administration (NCUA), Federal Deposit Insurance Corporation (FDIC), the Office of Thrift Supervision (OTS), and the Office of Comptroller of the Currency (OCC). This definition is also referenced in regulations jointly published by the OCC, OTS, FRS, and FDIC on June 7, 1994, and in the Interagency Appraisal and Evaluation Guidelines, dated October 27, 1994. Miichael Brack Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees mbrack@town.fraser.co.us PO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser Arete Appraisal (970) 887-9490 kgriesch@areteappraisal.com 10/17/2023 CG40022118 CO 12/31/2024 10/11/2023 Form GPLNDAD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: Property Address:City:State:Zip Code: Client:Address: Appraiser:Address: SI G N A T U R E S Client Contact:Client Name: E-Mail:Address: Appraiser Name: Company: Phone:Fax: E-Mail: Date Report Signed: License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect (Desktop) Date of Inspection: Supervisory or Co-Appraiser Name: Company: Phone:Fax: E-Mail: Date Report Signed: License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect Date of Inspection: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees vl 158719144002 Clayton SubResub Tr B&C Lot 2 Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser APPRAISAL AND REPORT IDENTIFICATION 2-2(a) 2-2(b) Comments on Standards Rule 2-3 I certify that, to the best of my knowledge and belief: — The statements of fact contained in this report are true and correct. — The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. — Unless otherwise indicated, I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. — Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. — I have no bias with respect to the property that is the subject of this report or the parties involved with this assignment. — My engagement in this assignment was not contingent upon developing or reporting predetermined results. — My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. — My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. — Unless otherwise indicated, I have made a personal inspection of the property that is the subject of this report. — Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification (if there are exceptions, the name of each individual providing significant real property appraisal assistance is stated elsewhere in this report). 3-12 months If competitively priced and actively marketed. Comments on Appraisal and Report Identification Note any USPAP-related issues requiring disclosure and any state mandated requirements: Clarification of Intended User and Use: The Intended User of this appraisal report is the Client. The Intended Use is to evaluate the property that is the subject of this report, of which the client has an ownership interest, for issues pertaining financial planning. subject to the Scope of Work, purpose of the appraisal, reporting requirements of the appraisal report form, reporting requirements of the Uniform Standards of Professional Appraisal Practice specifically standard 2-2b, and Definition of Market Value. No additional Intended Users are identified by the appraiser. The appraiser has not identified any purchaser, borrower or seller as an intended user of this appraisal and no such party should use or rely on this appraisal for any purpose. Such parties are advised to obtain an appraisal from an appraiser of their own choosing if they require an appraisal for their own use. This appraisal report should not serve as the basis for any property purchase decision or any appraisal contingency in a purchase agreement relating to the property. Consent must be obtained from the appraiser prior to the disclosure or distribution of this appraisal report to any other users for any other purpose than its original intended use. The Fee charged to the Client for this assignment is $600. * * * This is a Revised Report * * * On 10/16/2023 the client requested correction to typographical errors in the report. The typographical errors were corrected and the revised report was signed and resubmitted to the client on 10/17/2023. Kelly Griesch, Certified General Appraiser CG40022118 CO 12/31/2024 10/17/2023 10/11/2023 10/11/2023 Form ID14E - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Client Appraiser File No. Property Address City County State Zip Code (A written report prepared under Standards Rule ,pursuant to the Scope of Work, as disclosed elsewhere in this report.) (A written report prepared under Standards Rule ,pursuant to the Scope of Work, as disclosed elsewhere in this report, restricted to the stated intended use by the specified client or intended user.) Reasonable Exposure Time (USPAP defines Exposure Time as the estimated length of time that the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal.) APPRAISER: Signature: Name: State Certification #: or State License #: State:Expiration Date of Certification or License: Date of Signature and Report: Effective Date of Appraisal: Inspection of Subject:None Interior and Exterior Exterior-Only Date of Inspection (if applicable): SUPERVISORY or CO-APPRAISER (if applicable): Signature: Name: State Certification #: or State License #: State:Expiration Date of Certification or License: Date of Signature: Inspection of Subject:None Interior and Exterior Exterior-Only Date of Inspection (if applicable): Copy of Colorado State Appraisal Certificate Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE APPRAISAL OF REAL PROPERTY 150 Clayton Ct Fraser, CO 80442 SUBD: CLAYTON SUB RESUB TR B&C LOT: 2 Kevin Rifkin $790,000 10/09/2023 Trish Lorenz Colorado Appraisal Consultants P.O. Box 6022 Boulder, CO 80306 303-921-5338 tlorenz622@gmail.com Form GA6V_LT - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE LOCATED AT FOR OPINION OF VALUE AS OF BY Trish Lorenz Colorado Appraisal Consultants P.O. Box 6022 Boulder, CO 80306 303-921-5338 10/10/2023 Kevin Rifkin Re:Property:150 Clayton Ct Fraser, CO 80442 Borrower: File No.:150 Clayton Ct Opinion of Value:$790,000 Effective Date:10/09/2023 In accordance with your request, we have appraised the above referenced property. The report of that appraisal is attached. The purpose of the appraisal is to develop an opinion of market value for the property described in this appraisal report, as improved, in unencumbered fee simple title of ownership. This report is based on a physical analysis of the site and improvements, a locational analysis of the neighborhood and city, and an economic analysis of the market for properties such as the subject. The appraisal was developed and the report was prepared in accordance with the Uniform Standards of Professional Appraisal Practice. The opinion of value reported above is as of the stated effective date and is contingent upon the certification and limiting conditions attached. It has been a pleasure to assist you. Please do not hesitate to contact me or any of my staff if we can be of additional service to you. Sincerely, Trish Lorenz Certified Residential License or Certification #: CR200003320 State: CO Expires: 12/31/2024 tlorenz622@gmail.com 150 Clayton CtKevin Rifkin 150 Clayton Ct Fraser Grand CO 80442 Trish Lorenz Cover Page .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Letter of Transmittal .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... GP Land .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Additional Comparables 4-6 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... GP Land Certifications Addendum .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Supplemental Addendum .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Subject Photos .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Comparable Photos 1-3 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Comparable Photos 4-6 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Location Map .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Market Conditions Addendum to the Appraisal Report .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Market Conditions Charts 1-3 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Market Conditions Charts 4-6 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... License .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 1 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 2 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 3 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 4 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 5 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 6 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 7 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 8 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 9 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 10 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Order and Engagement - Page 11 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Form TOCNP_LT - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Client Appraiser File No. Property Address City County State Zip Code TABLE OF CONTENTS Top Corner Appraisal LLC Rifkin 150 Clayton CtLAND APPRAISAL SUMMARY REPORT 150 Clayton Ct Fraser CO 80442 Grand SUBD: CLAYTON SUB RESUB TR B&C LOT: 2 1587-19-1-44-002 2022 1,408 0 Clayton Sub Resub Tr B&C Google Maps 0002.03 Byson Investments LLC Water, Sewer, paved road, heated sidewalk To establish an opinion of current market value. Kevin Rifkin Kevin Rifkin 2234 W 32nd Ave, Denver, CO 80211 Trish Lorenz P.O. Box 6022, Boulder, CO 80306 0 0 One-Unit Housing 215 3,100 435 60 5 5 5 Other 25 Multi-Family Residential, Commercial Land prices in the Fraser area have been stable in most areas over the past three years. Property prices in the defined subject neighborhood have been stable over the past 12-months. Comparables most similar to the subject within that neighborhood have been stable over the past 12-months. Currently the inventory level is approximately 1-2 months. 126x79x150x87 10,890 Sq.Ft. RW Riverwalk District Mixed use - residential, commercial Multi-family Residential, Commercial Vacant Land Vacant Land The appraiser's opinion of the subject's Highest and Best Use was determined through analysis of the legally permissible, physically possible, financially feasible, and maximally productive potential uses. The appraiser has analyzed the subject property/market area and the factors stated above to determine if the use of the subject property is most likely to result in the highest value. Public Public Public Public Public Asphalt Typical Asphalt None None None None Street Appears Flat 10,890 sf Appears Rectangular Appears Adequate B;Water X 08049C0979C 1/2/2008 The ~.25 acre/10,890 sf site is zoned RW - Riverwalk District. The site will have access to all public utilities - electricity, water, sewer, gas - by May of 2024. Public utility access provided by the Town of Fraser. Form GPLND - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: SU B J E C T Property Address:City:State:Zip Code: County:Legal Description: Assessor's Parcel #:Tax Year:R.E. Taxes: $Special Assessments: $ Market Area Name:Map Reference:Census Tract: Current Owner of Record:Borrower (if applicable): Project Type (if applicable): PUD De Minimis PUD Other (describe)HOA: $per year per month Are there any existing improvements to the property?No Yes If Yes, indicate current occupancy:Owner Tenant Vacant Not habitable If Yes, give a brief description: AS S I G N MEN T The purpose of this appraisal is to develop an opinion of:Market Value (as defined), or other type of value (describe) This report reflects the following value (if not Current, see comments):Current (the Inspection Date is the Effective Date)Retrospective Prospective Property Rights Appraised:Fee Simple Leasehold Leased Fee Other (describe) Intended Use: Intended User(s) (by name or type): Client:Address: Appraiser:Address: MAR K E T A R E A D E S C R I P T I O N Characteristics Location: Urban Suburban Rural Built up:Over 75%25-75%Under 25% Growth rate:Rapid Stable Slow Property values: Increasing Stable Declining Demand/supply:Shortage In Balance Over Supply Marketing time:Under 3 Mos.3-6 Mos.Over 6 Mos. Predominant Occupancy Owner Tenant Vacant (0-5%) Vacant (>5%) PRICE $(000) Low High Pred AGE (yrs) Present Land Use One-Unit % 2-4 Unit % Multi-Unit % Comm'l % % % Change in Land Use Not Likely Likely *In Process * * To: Factors Affecting Marketability Good Average Fair Poor N/AItem Employment Stability Convenience to Employment Convenience to Shopping Convenience to Schools Adequacy of Public Transportation Recreational Facilities Item Good Average Fair Poor N/A Adequacy of Utilities Property Compatibility Protection from Detrimental Conditions Police and Fire Protection General Appearance of Properties Appeal to Market Market Area Comments: SI T E D E S C R I P T I O N Dimensions:Site Area: Zoning Classification:Description: Do present improvements comply with existing zoning requirements?Yes No No Improvements Uses allowed under current zoning: Are CC&Rs applicable?Yes No Unknown Have the documents been reviewed?Yes No Ground Rent (if applicable)$/ Comments: Highest & Best Use as improved:Present use, or Other use (explain) Actual Use as of Effective Date:Use as appraised in this report: Summary of Highest & Best Use: Utilities Public Other Provider/Description Off-site Improvements Type Public Private Electricity Gas Water Sanitary Sewer Storm Sewer Telephone Multimedia Street Width Surface Curb/Gutter Sidewalk Street Lights Alley Frontage Topography Size Shape Drainage View Other site elements:Inside Lot Corner Lot Cul de Sac Underground Utilities Other (describe) FEMA Spec'l Flood Hazard Area Yes No FEMA Flood Zone FEMA Map #FEMA Map Date Site Comments: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Rifkin 150 Clayton CtLAND APPRAISAL SUMMARY REPORT County Records 06/12/2023 325,000 County Records Per public records, the Subject transferred on 06/12/2023 for $325,000 (Warranty Deed - Doc #3316). 87 Bridger Trce has no known 12-month prior transfer history. 134 Gcr 835 has no known 12-month prior transfer history. There is no sale/transfer history data available for 290 Sawyer Cir. There is no sale/transfer history data available for 148 Beaver Lodge Rd. 201 S Wapiti Dr has no known 12-month prior transfer history. 150 Clayton Ct Fraser, CO 80442 Sq.Ft. County Records County Records Fee Simple B;Water 10,890(in Sq.Ft.) Improved/Public Utility Yes Plans Included Yes Commercial Space Yes Zoning Res/Multi/Comm 87 Bridger Trce Fraser, CO 80442 1.46 miles SE 700,000 12.65 MLS #8783668;DOM 487 County Records ArmLth Cash;0 s08/23;c08/23 Fee Simple N;Res +77,000 55,321 -133,293 Yes Yes No +28,000 Residential +35,000 6,707 706,707 134 Gcr 835 Fraser, CO 80442 1.15 miles SE 405,000 10.00 MLS #8374555;DOM 23 County Records ArmLth Cash;0 s09/23;c08/23 Fee Simple N;Res;Wds +40,500 40,510 -88,860 Yes No +60,000 No +28,000 Residential +20,250 59,890 464,890 290 Sawyer Cir Winter Park, CO 80482 2.48 miles SE 850,000 253.43 GCBOR MLS #21-1825 County Records ArmLth Unk s05/22;c12/21 Fee Simple Prox to Ski Resort -106,250 3,354 +22,608 Yes Yes No +28,000 Res/Multi/Comm -55,642 794,358Adjusted Sale Price (in $) +(-) $ Adjust +(-) $ Adjust +(-) $ Adjust The comparables utilized are located in the same area as the subject and are considered similar or equal in design, appeal, livability, and marketability. Adjustments for lot size, location, available utilities, inclusion of building plans, commercial space, marketability, and overall appeal were considered in the final reconciliation of value. 790,000 Most consideration is afforded the Sales Comparison Approach since this method best reflects the actions of the typical buyers and sellers. The Income Approach was considered but not deemed applicable for this report. The Cost Approach was considered but not deemed applicable. Installation of all utilities and a 10' heated sidewalk by the Town of Fraser. $790,000 10/09/2023 27 Scope of Work Limiting cond./Certifications Narrative Addendum Location Map(s)Flood Addendum Additional Sales Photo Addenda Parcel Map Hypothetical Conditions Extraordinary Assumptions Kevin Rifkin Kevin Rifkin kevin@byson.io 2234 W 32nd Ave, Denver, CO 80211 Trish Lorenz Colorado Appraisal Consultants 303-921-5338 tlorenz622@gmail.com 10/10/2023 CR200003320 CO Certified Residential 12/31/2024 10/09/2023 Cody Gale, MAI, CCIM, MS-RECM Colorado Appraisal Consultants 303-842-9852 AppraisalColorado@gmail.com 10/10/2023 CG100025145 CO Certified General Appraiser 12/31/2023 Form GPLND - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: TR A N S F E R H I S T O R Y My research did did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data Source(s): 1st Prior Subject Sale/Transfer Date: Price: Source(s): 2nd Prior Subject Sale/Transfer Date: Price: Source(s): Analysis of sale/transfer history and/or any current agreement of sale/listing: SA L E S C O MPA R I S O N A P P R O A C H FEATURE SUBJECT PROPERTY COMPARABLE NO. 1 COMPARABLE NO. 2 COMPARABLE NO. 3 Address Proximity to Subject Sale Price $$$$ Price/$$$$ Data Source(s) Verification Source(s) VALUE ADJUSTMENT DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION Sales or Financing Concessions Date of Sale/Time Rights Appraised Location Site Area Net Adjustment (Total, in $)+++$ $ –––$ $ $ $ Summary of Sales Comparison Approach PU D PROJECT INFORMATION FOR PUDs (if applicable)The Subject is part of a Planned Unit Development. Legal Name of Project: Describe common elements and recreational facilities: RE C O N C I L I A T I O N Indicated Value by: Sales Comparison Approach $ Final Reconciliation This appraisal is made ''as is'', or subject to the following conditions: This report is also subject to other Hypothetical Conditions and/or Extraordinary Assumptions as specified in the attached addenda. Based upon an inspection of the subject property, defined Scope of Work,Statement of Assumptions and Limiting Conditions,and Appraiser’s Certifications, my (our) Opinion of the Market Value (or other specified value type), as defined herein, of the real property that is the subject of this report is: $, as of:, which is the effective date of this appraisal. If indicated above, this Opinion of Value is subject to Hypothetical Conditions and/or Extraordinary Assumptions included in this report. See attached addenda. AT T A C H . A true and complete copy of this report contains pages,including exhibits which are considered an integral part of the report. This appraisal report may not be properly understood without reference to the information contained in the complete report, which contains the following attached exhibits: SI G N A T U R E S Client Contact:Client Name: E-Mail:Address: APPRAISER Appraiser Name: Company: Phone:Fax: E-Mail: Date of Report (Signature): License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect (Desktop) Date of Inspection: SUPERVISORY APPRAISER (if required) or CO-APPRAISER (if applicable) Supervisory or Co-Appraiser Name: Company: Phone:Fax: E-Mail: Date of Report (Signature): License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect Date of Inspection: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Rifkin 150 Clayton CtADDITIONAL COMPARABLE SALES 150 Clayton Ct Fraser, CO 80442 Sq.Ft. County Records County Records Fee Simple B;Water 10,890(in Sq.Ft.) Improved/Public Utility Yes Plans Included Yes Commercial Space Yes Zoning Res/Multi/Comm 148 Beaver Lodge Rd Fraser, CO 80484 2.87 miles SE 875,000 74.40 GCBOR MLS #23-932 County Records Listing Active Fee Simple Prox to Ski Resort -109,375 11,761 -2,613 Yes Yes No +28,000 Res/Multi/Comm -83,988 791,012 201 S Wapiti Dr Fraser, CO 80442 0.13 miles SE 950,000 37.60 MLS #3699290;DOM 52 County Records Listing Active Fee Simple N;Res;Comm 25,264 -43,122 Yes No +60,000 Yes Res/Multi/Comm 16,878 966,878Adjusted Sale Price (in $) +(-) $ Adjust +(-) $ Adjust +(-) $ Adjust The comparables utilized are located in the same area as the subject and are considered similar or equal in design, appeal, livability, and marketability. Adjustments for lot size, location, available utilities, inclusion of building plans, commercial space, marketability, and overall appeal were considered in the final reconciliation of value. 4 5 6 Form GPLND.(AC) - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: SALES COMPARISON APPROACH FEATURE SUBJECT PROPERTY COMPARABLE NO.COMPARABLE NO.COMPARABLE NO. Address Proximity to Subject Sale Price $$$$ Price/$$$$ Data Source(s) Verification Source(s) VALUE ADJUSTMENT DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION Sales or Financing Concessions Date of Sale/Time Rights Appraised Location Site Area Net Adjustment (Total, in $)+++$ $ –––$ $ $ $ Summary of Sales Comparison Approach Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Rifkin 150 Clayton CtAssumptions, Limiting Conditions & Scope of Work 150 Clayton Ct Fraser CO 80442 Kevin Rifkin 2234 W 32nd Ave, Denver, CO 80211 Trish Lorenz P.O. Box 6022, Boulder, CO 80306 STATEMENT OF ASSUMPTIONS & LIMITING CONDITIONS - The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the title is good and marketable and, therefore, will not render any opinions about the title. The property is appraised on the basis of it being under responsible ownership. - The appraiser may have provided a plat and/or parcel map in the appraisal report to assist the reader in visualizing the lot size, shape, and/or orientation. The appraiser has not made a survey of the subject property. - If so indicated, the appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in the appraisal report whether the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. - The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. - The appraiser has noted in the appraisal report any adverse conditions (including, but not limited to, the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subject property, or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated in the appraisal report, the appraiser has no knowledge of any hidden or unapparent conditions of the property, or adverse environmental conditions (including, but not limited to, the presence of hazardous wastes, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, the appraisal report must not be considered as an environmental assessment of the property. - The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. - The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice, and any applicable federal, state or local laws. - An appraiser's client is the party (or parties) who engage an appraiser in a specific assignment. Any other party acquiring this report from the client does not become a party to the appraiser-client relationship. Any persons receiving this appraisal report because of disclosure requirements applicable to the appraiser's client do not become intended users of this report unless specifically identified by the client at the time of the assignment. - The appraiser's written consent and approval must be obtained before this appraisal report can be conveyed by anyone to the public, through advertising, public relations, news, sales, or by means of any other media, or by its inclusion in a private or public database. Possession of this report or any copy thereof does not carry with it the right of publication. - Forecasts of effective demand for the highest and best use or the best fitting and most appropriate use were based on the best available data concerning the market and are subject to conditions of economic uncertainty about the future. The Scope of Work is the type and extent of research and analyses performed in an appraisal assignment that is required to produce credible assignment results, given the nature of the appraisal problem, the specific requirements of the intended user(s) and the intended use of the appraisal report. Reliance upon this report, regardless of how acquired, by any party or for any use, other than those specified in this report by the Appraiser, is prohibited. The Opinion of Value that is the conclusion of this report is credible only within the context of the Scope of Work, Effective Date, the Date of Report, the Intended User(s), the Intended Use, the stated Assumptions and Limiting Conditions, any Hypothetical Conditions and/or Extraordinary Assumptions, and the Type of Value, as defined herein. The appraiser, appraisal firm, and related parties assume no obligation, liability, or accountability, and will not be responsible for any unauthorized use of this report or its conclusions. Additional Comments (Scope of Work, Extraordinary Assumptions, Hypothetical Conditions, etc.): Form GPLNDAD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: Property Address:City:State:Zip Code: Client:Address: Appraiser:Address: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Rifkin 150 Clayton CtCertifications & Definitions 150 Clayton Ct Fraser CO 80442 Kevin Rifkin 2234 W 32nd Ave, Denver, CO 80211 Trish Lorenz P.O. Box 6022, Boulder, CO 80306 APPRAISER'S CERTIFICATION I certify that, to the best of my knowledge and belief: - The statements of fact contained in this report are true and correct. - The credibility of this report, for the stated use by the stated user(s), of the reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. - I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. - I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. - My engagement in this assignment was not contingent upon developing or reporting predetermined results. - My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. - My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. - I did not base, either partially or completely, my analysis and/or the opinion of value in the appraisal report on the race, color, religion, sex, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property, or of the present owners or occupants of the properties in the vicinity of the subject property. - Unless otherwise indicated, I have made a personal inspection of the property that is the subject of this report. - Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification. Additional Certifications: DEFINITION OF MARKET VALUE *: Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1. Buyer and seller are typically motivated; 2. Both parties are well informed or well advised and acting in what they consider their own best interests; 3. A reasonable time is allowed for exposure in the open market; 4. Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and 5. The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. *This definition is from regulations published by federal regulatory agencies pursuant to Title XI of the Financial Institutions Reform, Recovery, and Enforcement Act (FIRREA) of 1989 between July 5, 1990, and August 24, 1990, by the Federal Reserve System (FRS), National Credit Union Administration (NCUA), Federal Deposit Insurance Corporation (FDIC), the Office of Thrift Supervision (OTS), and the Office of Comptroller of the Currency (OCC). This definition is also referenced in regulations jointly published by the OCC, OTS, FRS, and FDIC on June 7, 1994, and in the Interagency Appraisal and Evaluation Guidelines, dated October 27, 1994. Kevin Rifkin Kevin Rifkin kevin@byson.io 2234 W 32nd Ave, Denver, CO 80211 Trish Lorenz Colorado Appraisal Consultants 303-921-5338 tlorenz622@gmail.com 10/10/2023 CR200003320 CO Certified Residential 12/31/2024 10/09/2023 Cody Gale, MAI, CCIM, MS-RECM Colorado Appraisal Consultants 303-842-9852 AppraisalColorado@gmail.com 10/10/2023 CG100025145 CO Certified General Appraiser 12/31/2023 Form GPLNDAD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: Property Address:City:State:Zip Code: Client:Address: Appraiser:Address: SI G N A T U R E S Client Contact:Client Name: E-Mail:Address: APPRAISER Appraiser Name: Company: Phone:Fax: E-Mail: Date Report Signed: License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect (Desktop) Date of Inspection: SUPERVISORY APPRAISER (if required) or CO-APPRAISER (if applicable) Supervisory or Co-Appraiser Name: Company: Phone:Fax: E-Mail: Date Report Signed: License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect Date of Inspection: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Adjustment Analysis: All of the adjustments that were made in the Sales Comparison Approach are based on the appraiser's familiarity in the Subject's market area, conversations with Realtor's specializing in acreage properties as well as comparative data/paired sales analysis. In addition, RE Colorado/IRES/GCBOR MLS Realtor comments and Interior/exterior photos - (When Available) are used to determine the adjustment amounts of all Comparables used. Adjustments are meant as an estimate of market’s reaction to a lack/or presence of certain features, not as an actual cost. Time adjustment: Due to recently rising interest rates, available inventory and the listing history of the comparables, no time adjustment was seen as supportable. Location Adjustments: A supportable adjustment of +10% has been made to those comparables with a Residential location not near the river/river walkway project. A supportable adjustment of -5% per mile has been made to those comparables located near the Winter Park Ski Resort. This is supported by the neighborhood market as well as reaction from typical buyers. Site Adjustments: Adjustments of $3.00/sf were made to the comparables based on price per sf data of similar land sales.The site size of the subject and comparables were verified with county records and RE Colorado/Realist data. Access to Public Utilities: The Subject is in the process of acquiring access to public utilities. All comparables have similar access to public utilities. Included Plans: An adjustment of +$60,000 was made to those comparables that did not include building plans as part of the sale. Commercial Space: An adjustment of +$28,000 was made to those comparables without commercial space available. Zoning: An adjustment of 5% was made to those comparables with Residential only zoning. DISCLOSURE OF INTERESTS, PRIOR APPRAISAL AND/OR OTHER SERVICES: The appraiser does not have any current or prospective interests in the subject property or parties involved. I certify that I have not performed any prior services regarding the subject property, as appraiser, or in any other capacity, within the 3-year period immediately preceding acceptance of this appraisal assignment. INTENDED USER & INTENDED USE The Intended User of this appraisal report is the Client as named in this appraisal report. The Intended Use is to evaluate the property that is the subject of this appraisal as of the effective appraisal date and determine the current market value of the Subject Property subject to the stated scope of work, purpose of the appraisal, and definition of market value. This report is not intended to be used for any other purpose, to secure a loan, for insurance purposes, nor to be used by a third party other than the party named on the appraisal report and his/her authorized assignees. HYPOTHETICAL CONDITIONS Installation of all utilities and a 10' heated sidewalk by the Town of Fraser. EXTRAORDINARY ASSUMPTIONS: None FINAL RECONCILIATION OF VALUE: The primary weight within this report is given to the sales comparison approach as it best reflects the current values and trends in the subject market area, while also reflecting the attitudes and actions of typical buyers and sellers for this type of property. A total of three (3) closed sales and two (2) Active listings were included as comparables. Taking into consideration the adjustments for location, lot size, included plans and mixed use/commercial space as well as current market conditions, an Opinion of vale of $790,000 has been reconciled. The cost approach was considered but not deemed applicable for this assignment. The income approach was considered but not deemed applicable for this assignment. The Subject is land-only and this approach would not be used by buyers and sellers when making price or value conclusions for this property type. Supplemental Addendum Form TADD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE 150 Clayton Ct Kevin Rifkin 150 Clayton Ct Fraser Grand CO 80442 Trish Lorenz Client Appraiser Property Address City County State Zip Code File No. Form PIC3X5.TR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Subject Photo Page Kevin Rifkin 150 Clayton Ct Fraser Grand CO 80442 Trish Lorenz Subject Map 150 Clayton Ct Subject Lot Dimensions Subject Location Client Appraiser Property Address City County State Zip Code Form PIC3X5.BC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Comparable Photo Page Kevin Rifkin 150 Clayton Ct Fraser Grand CO 80442 Trish Lorenz Comparable 1 87 Bridger Trce Comparable 2 134 Gcr 835 Comparable 3 290 Sawyer Cir Client Appraiser Property Address City County State Zip Code Form PIC3X5.CR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Comparable Photo Page Kevin Rifkin 150 Clayton Ct Fraser Grand CO 80442 Trish Lorenz Comparable 4 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 148 Beaver Lodge Rd 2.87 miles SE 875,000 Prox to Ski Resort 11,761 Comparable 5 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 201 S Wapiti Dr 0.13 miles SE 950,000 N;Res;Comm 25,264 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Client Appraiser Property Address City County State Zip Code Form MAP.LOC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Location Map Kevin Rifkin 150 Clayton Ct Fraser Grand CO 80442 Trish Lorenz Client Appraiser Property Address City County State Zip Code Rifkin 150 Clayton Ct 150 Clayton Ct Fraser CO 80442 1 0.17 1 5.9 $435,000 94 $799,500 357 97% 0 0.00 1 N/A N/A N/A $799,500 448 N/A 4 1.33 4 3.0 $552,500 15 $682,500 42 89% A quarterly analysis was performed on 5 competing sales over the past 12 months. For those sales, a total of 0.0% were reported to have seller concessions. An analysis was performed on 5 competing sales over the past 12 months. For those sales, a total of 0.0% were reported to be REO. Information reported in the REColorado system (using an effective date of 10/09/2023) was utilized to arrive at the results noted on this addendum. Any percent change results noted in these comments are based on simple regression. A quarterly analysis was performed on 5 competing sales over the past 12 months. The sales within this group had a median sale price of $435,000. This analysis, based on data grouped quarterly, shows a change of +2% per month. A quarterly analysis was also performed on 5 sales from the broader defined neighborhood over the past 12 months. The sales within this group had a median sale price of $435,000. In addition, a quarterly analysis was performed on 5 sales plus all active listings that are competing properties, over the past 12 months. Based on this entire set of data there is a 9.6 month supply. This analysis, based on data grouped quarterly, shows a change of 0% per month. These sales had a median DOM of 23 with a low of 1 and a high of 487. This analysis, based on data grouped quarterly, shows a change of -14.2% per month. From the same data, an analysis was also performed on the quantity of sales. A quarterly analysis regarding quantity was also performed on all competing actives (listings that were considered to be active on the last day of each quarter) over the past 12 months. There are currently 4 active listings as of the effective date of this appraisal. The median list price for these active listings was $799,500. This analysis, based on data grouped quarterly, shows a change of -1.1% per month. Trish Lorenz Colorado Appraisal Consultants P.O. Box 6022, Boulder, CO 80306 CR200003320 CO tlorenz622@gmail.com Cody Gale, MAI, CCIM, MS-RECM Colorado Appraisal Consultants CG100025145 CO AppraisalColorado@gmail.com Form 1004MC2 - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.Market Conditions Addendum to the Appraisal Report MARKET RESEARCH & ANALYSIS CONDO/CO-OP PROJECTS APPRAISER The purpose of this addendum is to provide the lender/client with a clear and accurate understanding of the market trends and conditions prevalent in the subject neighborhood. This is a required addendum for all appraisal reports with an effective date on or after April 1, 2009. Property Address City State ZIP Code Borrower Instructions: The appraiser must use the information required on this form as the basis for his/her conclusions, and must provide support for those conclusions, regarding housing trends and overall market conditions as reported in the Neighborhood section of the appraisal report form. The appraiser must fill in all the information to the extent it is available and reliable and must provide analysis as indicated below. If any required data is unavailable or is considered unreliable, the appraiser must provide an explanation. It is recognized that not all data sources will be able to provide data for the shaded areas below; if it is available, however, the appraiser must include the data in the analysis. If data sources provide the required information as an average instead of the median, the appraiser should report the available figure and identify it as an average. Sales and listings must be properties that compete with the subject property, determined by applying the criteria that would be used by a prospective buyer of the subject property. The appraiser must explain any anomalies in the data, such as seasonal markets, new construction, foreclosures, etc. Inventory Analysis Prior 7–12 Months Prior 4–6 Months Current – 3 Months Overall Trend Median Sale & List Price, DOM, Sale/List %Prior 7–12 Months Prior 4–6 Months Current – 3 Months Total # of Comparable Sales (Settled) Absorption Rate (Total Sales/Months) Total # of Comparable Active Listings Months of Housing Supply (Total Listings/Ab.Rate) Median Comparable Sale Price Median Comparable Sales Days on Market Median Comparable List Price Median Comparable Listings Days on Market Median Sale Price as % of List Price Increasing Stable Declining Increasing Stable Declining Declining Stable Increasing Declining Stable Increasing Overall Trend Increasing Stable Declining Declining Stable Increasing Increasing Stable Declining Declining Stable Increasing Increasing Stable Declining Seller-(developer, builder, etc.)paid financial assistance prevalent?Yes No Declining Stable Increasing Explain in detail the seller concessions trends for the past 12 months (e.g., seller contributions increased from 3% to 5%, increasing use of buydowns, closing costs, condo fees, options, etc.). Are foreclosure sales (REO sales) a factor in the market?Yes No If yes, explain (including the trends in listings and sales of foreclosed properties). Cite data sources for above information. Summarize the above information as support for your conclusions in the Neighborhood section of the appraisal report form. If you used any additional information, such as an analysis of pending sales and/or expired and withdrawn listings, to formulate your conclusions, provide both an explanation and support for your conclusions. If the subject is a unit in a condominium or cooperative project , complete the following:Project Name: Subject Project Data Prior 7–12 Months Prior 4–6 Months Current – 3 Months Overall Trend Total # of Comparable Sales (Settled) Absorption Rate (Total Sales/Months) Months of Unit Supply (Total Listings/Ab.Rate) Total # of Active Comparable Listings Increasing Stable Declining Increasing Stable Declining Declining Stable Increasing Declining Stable Increasing Are foreclosure sales (REO sales) a factor in the project?Yes No If yes, indicate the number of REO listings and explain the trends in listings and sales of foreclosed properties. Summarize the above trends and address the impact on the subject unit and project. Signature Appraiser Name Company Name Company Address State License/Certification #State Email Address Signature Supervisory Appraiser Name Company Name Company Address State License/Certification #State Email Address Freddie Mac Form 71 March 2009 Page 1 of 1 Fannie Mae Form 1004MC March 2009 Form PIC3W - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Photograph Addendum Kevin Rifkin 150 Clayton Ct Fraser Grand CO 80442 Trish Lorenz Median $ Med $/SqFt Housing Supply Client Appraiser Property Address City County State Zip Code Form PIC3W - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Photograph Addendum Kevin Rifkin 150 Clayton Ct Fraser Grand CO 80442 Trish Lorenz Sales DOM Client Appraiser Property Address City County State Zip Code License Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 1 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 2 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 3 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 4 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 5 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 6 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 7 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 8 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 9 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 10 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Order and Engagement - Page 11 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE APPRAISAL OF REAL PROPERTY 320 Eastom Ave Fraser, CO 80442 Lots 19-22 and Pt of Lot 23, Fraser 1st - Eastom 1st Town of Fraser's Mayor, Mayor Pro-tem and Board of Trustees. 459,000 10/11/2023 Kelly Griesch, Certified General Appraiser Arete Appraisal PO Box 256 Granby, CO 80446-0256 (970) 887-9490 kgriesch@areteappraisal.com http://www.areteappraisal.com Form GA1V - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE LOCATED AT FOR OPINION OF VALUE AS OF BY Arete Appraisal PO Box 256 Granby, CO 80446-0256 (970) 887-9490 http://www.areteappraisal.com 10/17/2023 Town of Fraser's Mayor, Mayor Pro-tem and Board of Trustees. Re:Property:320 Eastom Ave Fraser, CO 80442 Borrower:N/A File No.:vl 158719109019 Opinion of Value: $459,000 Effective Date:10/11/2023 In accordance with your request, we have appraised the above referenced property. The report of that appraisal is attached. The purpose of the appraisal is to develop an opinion of market value for the property described in this appraisal report, as improved, in unencumbered fee simple title of ownership. This report is based on a physical analysis of the site and improvements, a locational analysis of the neighborhood and city, and an economic analysis of the market for properties such as the subject. The appraisal was developed and the report was prepared in accordance with the Uniform Standards of Professional Appraisal Practice. The opinion of value reported above is as of the stated effective date and is contingent upon the certification and limiting conditions attached. It has been a pleasure to assist you. Please do not hesitate to contact me or any of my staff if we can be of additional service to you. Sincerely, Kelly Griesch, Certified General Appraiser License or Certification #: CG40022118 State: CO Expires: 12/31/2024 kgriesch@areteappraisal.com Arete Appraisal (970) 887-9490 TOF - 320 Eastom vl 158719109019LAND APPRAISAL REPORT 320 Eastom Ave Fraser CO 80442 Grand Lots 19-22 and Pt of Lot 23, Fraser 1st - Eastom 1st 158719109019 2022 0 0 Fraser Fraser 0002.03 Town of Fraser N/A The Intended Use is to evaluate the property that is the subject of this report, of which the client has an ownership interest, for issues pertaining financial planning. This appraisal is not for a mortgage finance transaction. The Intended User of this appraisal report is the Client, the Town of Fraser's Mayor, Mayor Pro-tem and Board of Trustees. Town of Fraser, Mayor, Mayor Pro Tem & Board of TrusteesPO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser PO Box 256, Granby, CO 80446-0256 65 30 One-Unit Housing 632 2,985 1,600 1 100 20 50 2 20 3 Vac Land 25 The Town of Fraser is a mix of single family homes and condominiums/townhouses. It has several new developments underway. It is located near many outdoor recreational amenities. The primary industry is tourism. Employment is in support of that industry, general support services, construction, local government and real estate. There are schools and shopping available in Fraser. Market area boundaries are County Rd 8 to the North, Rendezvous Rd & Kings Crossing to the South and Carriage Rd to the West, Wapiti, Meadow Mile, Fraser River , Pioneer Trl & Friendship to the East. The single family residential market in the town of Fraser has been relatively consistent activity with 46 sales in the last 12 months. There are currently 12 active listings and 3 pending sales ranging in price from $749k to $2,400k. There have been no commercial improved sales in the last 12 months but there are currently 2 active listings and one pending sale ranging in price from $1,250k to $1,700k. There were 11 vacant residential land sales in the last 24 months ranging from $315k to $1075k. There were three commercial vacant sales in the last 24 months ranging in price from $325k to $1,100k with a mean of $741k and a median of $800k. +/- 110.5' x 142.2'15,824 Sq.Ft. Riverwalk Mixed Use Overlay District Provides for development of a high density, walkable, mixed use neighborhood to integrate Fraser's historic downtown with the Fraser River and generate opportunities for downtown redevelopment affordable housing & economic revitalization. See Riverwalk Mixed Use Overlay District Zoning Addendum The subject property is currently vacant. Its Highest & Best Use as Improved is High Density Commercial/Multi-family Residential Mixed Use Vacant Land Available for development Vacant Land Available for development The highest and best use, as of the effective date of this report, is land available for high density commercial/multi-family residential mixed use development. It meets the 4 criteria: Physically Possible, Legal, Financially Feasible with maximum productivity/profitability. MPEI Xcel Energy Town of Fraser Town of Fraser Town of Fraser Century Link Mulitple City Street +/- 50' Gravel None None Yes City Alley 20' City Street Level 0.363ac/15824sf Rectangle Adequate (Storm Drain) Avg Downtown/Res X 08049C0979C 1/2/2008 The subject is a property is a +/- 4.5 lot site located in the downtown Fraser area. County records reflect the property is 0.368 acres or 16,030 sf. However a survey of the subject property, dated 09/15/2017 and recorded at the Grand County Clerk & Recorders office reception number 2017008470, reflects that the subject property is +/- 110.5' x 143.2' or 0.363 acres. The area from the survey (15,824 sf or 0.363 ac) is what is reflected in the report for the subject size. It is generally level with a concrete walkway in the center of the site from north to south. All utilities are installed to the site and are available for installation on the site. It is adjacent to a high density mixed use development currently under construction. It is not located along the highway but has easy walking access to all the downtown Fraser amenities. Form GPLND - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: SU B J E C T Property Address:City:State:Zip Code: County:Legal Description: Assessor's Parcel #:Tax Year:R.E. Taxes: $Special Assessments: $ Market Area Name:Map Reference:Census Tract: Current Owner of Record:Borrower (if applicable): Project Type (if applicable):PUD De Minimis PUD Other (describe)HOA: $per year per month Are there any existing improvements to the property?No Yes If Yes, indicate current occupancy:Owner Tenant Vacant Not habitable If Yes, give a brief description: AS S I G N M E N T The purpose of this appraisal is to develop an opinion of:Market Value (as defined), or other type of value (describe) This report reflects the following value (if not Current, see comments):Current (the Inspection Date is the Effective Date)Retrospective Prospective Property Rights Appraised:Fee Simple Leasehold Leased Fee Other (describe) Intended Use: Intended User(s) (by name or type): Client:Address: Appraiser:Address: MA R K E T A R E A D E S C R I P T I O N Characteristics Location:Urban Suburban Rural Built up:Over 75%25-75%Under 25% Growth rate:Rapid Stable Slow Property values:Increasing Stable Declining Demand/supply:Shortage In Balance Over Supply Marketing time:Under 3 Mos.3-6 Mos.Over 6 Mos. PredominantOccupancy Owner Tenant Vacant (0-5%) Vacant (>5%) PRICE $(000) Low High Pred AGE (yrs) Present Land Use One-Unit % 2-4 Unit % Multi-Unit % Comm'l % % % Change in Land Use Not Likely Likely *In Process * * To: Factors Affecting Marketability Good Average Fair Poor N/AItem Employment Stability Convenience to Employment Convenience to Shopping Convenience to Schools Adequacy of Public Transportation Recreational Facilities Item Good Average Fair Poor N/A Adequacy of Utilities Property Compatibility Protection from Detrimental Conditions Police and Fire Protection General Appearance of Properties Appeal to Market Market Area Comments: SI T E D E S C R I P T I O N Dimensions:Site Area: Zoning Classification:Description: Do present improvements comply with existing zoning requirements?Yes No No Improvements Uses allowed under current zoning: Are CC&Rs applicable?Yes No Unknown Have the documents been reviewed?Yes No Ground Rent (if applicable)$/ Comments: Highest & Best Use as improved:Present use, or Other use (explain) Actual Use as of Effective Date:Use as appraised in this report: Summary of Highest & Best Use: Utilities Public Other Provider/Description Off-site Improvements Type Public Private Electricity Gas Water Sanitary Sewer Storm Sewer Telephone Multimedia Street Width Surface Curb/Gutter Sidewalk Street Lights Alley Frontage Topography Size Shape Drainage View Other site elements:Inside Lot Corner Lot Cul de Sac Underground Utilities Other (describe) FEMA Spec'l Flood Hazard Area Yes No FEMA Flood Zone FEMA Map #FEMA Map Date Site Comments: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 TOF - 320 Eastom vl 158719109019LAND APPRAISAL REPORT County Records There were no prior sales or transfers of the subject property within 36 months of the effective date of this report or any prior sales or transfers of the comparables within one year of the sales referenced in this analysis. 320 Eastom Ave Fraser, CO 80442 Sq.Ft. Fee Simple Fraser-Riverwalk 15,824(in Sq.Ft.) Topography Level Highway Frontage None Zoning Rvrwlk MxdUseDist Improvements None Clayton SubResub TrB&C Lot 2 Fraser, CO 80442 0.07 miles SE 325,000 28.15 GrandCoMLS#22-1252;DOM263 Assessors Records ArmLth Cash;0 06/09/2023 +2 Fee Simple Fraser-Riverwalk 11,545 Level None Rvrwlk MxdUseDist 864' Shed 0 6,500 Net 2.0 % Gross 2.0 % (2 % of $/Sq.Ft.) 28.71 120 Railroad Ave Fraser, CO 80442 0.10 miles W 200,000 22.96 Assessors Records;DOM Ukn GrandCoMLS#21-1544 ArmLth Cash;0 09/29/2021 +13 Fee Simple Fraser-Riverwalk +15 8,712 Level None Rvrwlk MxdUseDist None 56,008 Net 28.0 % Gross 28.0 % (28 % of $/Sq.Ft.) 29.39 Clayton SubResub TrB&C Lot 7 Fraser, CO 80442 0.16 miles SE 800,000 18.18 GrandCoMLS#21-1648;DOM169 Assessors Records ArmLth Owner 04/05/2022 +9 Fee Simple Fraser-Riverwalk 43,995 +25 GenerallyLevel 0 None Rvrwlk MxdUseDist None 271,942 Net 34.0 % Gross 34.0 % (34 % of $/Sq.Ft.) 24.36 Net Adjustment (Total, in % of $ / Sq.Ft.) Adjusted Sale Price (in $ / Sq.Ft.) +(-) % Adjust +(-) % Adjust +(-) % Adjust The comparable sales are similar vacant commercial sites available for development. The comparables bracket the subject in site size. Adjustments applied in the Sales Comparison Analysis are expressed as a Percentage of Sales Price per Square Foot. The adjustments reflect the actions of buyers and sellers in this market segment. Time of sale adjustments were 0.5% of the respective sale price per month. The Site Size adjustment is based on the premise that as the parcel size increases in size, the price per square foot generally decreases and vice versa, as the parcel size decreases the price per square foot generally increases. Therefore, a larger site would require a positive adjustment and a smaller parcel would require a negative adjustment. Highway Frontage adjustments were $2,000/foot based on the estimated contribution of the highway front feet to the respective overall site value. The opinion of value is based on a reasonable market exposure time. That time frame is approximately 3-12 months based on recent sales in the subject market area. 458,896 or $29 per Sq.Ft. The final opinion of value was based solely on the results of the Sales Comparison Approach. The comparable properties selected for the analysis are the most similar to the subject of properties recently active in the market area and reflect the actions of buyers and sellers in this market segment. 459,000 10/11/2023 21 Scope of Work Limiting cond./Certifications Narrative Addendum Location Map(s)Flood Addendum Additional Sales Photo Addenda Parcel Map Hypothetical Conditions Extraordinary Assumptions USPAP Identification Miichael Brack Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees mbrack@town.fraser.co.us PO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser Arete Appraisal (970) 887-9490 kgriesch@areteappraisal.com 10/17/2023 CG40022118 CO 12/31/2024 10/11/2023 Form GPLND - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: TR A N S F E R H I S T O R Y My research did did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data Source(s): 1st Prior Subject Sale/Transfer Date: Price: Source(s): 2nd Prior Subject Sale/Transfer Date: Price: Source(s): Analysis of sale/transfer history and/or any current agreement of sale/listing: SA L E S C O M P A R I S O N A P P R O A C H FEATURE SUBJECT PROPERTY COMPARABLE NO. 1 COMPARABLE NO. 2 COMPARABLE NO. 3 Address Proximity to Subject Sale Price $$$$ Price/$$$$ Data Source(s) Verification Source(s) VALUE ADJUSTMENT DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION Sales or Financing Concessions Date of Sale/Time Rights Appraised Location Site Area Net Adjustment (Total, in $)+++$ $ –––$ $ $ $ Summary of Sales Comparison Approach PU D PROJECT INFORMATION FOR PUDs (if applicable)The Subject is part of a Planned Unit Development. Legal Name of Project: Describe common elements and recreational facilities: RE C O N C I L I A T I O N Indicated Value by: Sales Comparison Approach $ Final Reconciliation This appraisal is made ''as is'', or subject to the following conditions: This report is also subject to other Hypothetical Conditions and/or Extraordinary Assumptions as specified in the attached addenda. Based upon an inspection of the subject property, defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser’s Certifications, my (our) Opinion of the Market Value (or other specified value type), as defined herein, of the real property that is the subject of this report is: $, as of:,which is the effective date of this appraisal. If indicated above, this Opinion of Value is subject to Hypothetical Conditions and/or Extraordinary Assumptions included in this report. See attached addenda. AT T A C H . A true and complete copy of this report contains pages, including exhibits which are considered an integral part of the report. This appraisal report may not be properly understood without reference to the information contained in the complete report, which contains the following attached exhibits: SI G N A T U R E S Client Contact:Client Name: E-Mail:Address: Appraiser Name: Company: Phone:Fax: E-Mail: Date of Report (Signature): License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect (Desktop) Date of Inspection: Supervisory or Co-Appraiser Name: Company: Phone:Fax: E-Mail: Date of Report (Signature): License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect Date of Inspection: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 TOF - 320 Eastom vl 158719109019ADDITIONAL COMPARABLE SALES 320 Eastom Ave Fraser, CO 80442 Sq.Ft. Fee Simple Fraser-Riverwalk 15,824(in Sq.Ft.) Topography Level Highway Frontage None Zoning Rvrwlk MxdUseDist Improvements None 406 N Zerex St Fraser, CO 80442 0.04 miles SW 1,100,000 42.23 GrandCoMLS#21-790;DOM142 Assessors Records ArmLth Cash;0 10/22/2021 +12 Fee Simple Fraser-Riverwalk 26,049 +10 Level 153'-28 Rvrwlk MxdUseDist None -66,003 Net 6.0 % Gross 50.0 % (-6 % of $/Sq.Ft.) 39.7 76981 US Highway 40 Fraser, CO 80442 0.84 miles SE 1,600,000 36.37 GrandCoMLS#23-220;DOM196 Listing Office LISTING LISTING Fee Simple Fraser- Hwy 40 43,995 +25 Level 375 -47 Business +10 None -192,012 Net 12.0 % Gross 82.0 % (-12 % of $/Sq.Ft.) 32.01 Net % Gross % Net Adjustment (Total, in % of $ / Sq.Ft.) Adjusted Sale Price (in $ / Sq.Ft.) +(-) % Adjust +(-) % Adjust +(-) % Adjust The Sales Comparison Analysis analyzes similar properties in and around the subject market area that are offered for sale and that have sold in a time frame relevant to the effective date of the analysis. The differences in physical characteristics are quantified based on the available market data. Adjustments are applied to the comparable properties selected for the analysis to make the respective comparable property as similar as possible to the subject. If a unit of comparison is considered to be superior to the subject a negative adjustment would be applied to the respective comparable and if that unit of comparison were inferior a positive adjustment would be applied. (Please refer to the Uniform Appraisal Dataset Definitions Addendum for abbreviations used in the Sales Comparison Analysis grid and other locations throughout the report) After the differences in physical characteristics between the subject and the comparables have been applied the adjusted sale prices of the comparables are reconciled to arrive at an indication of value developed from the analysis. There were limited sales of reasonably similar properties in and around the subject market area, yet a sufficient relevant sales in the subject market area indicating market value for the subject property. The comparables were selected based on their overall similarity in terms of physical characteristics and utility provided. Comparable sale #1 is a 11,545 square foot, level site in the Clayton subdivision-Resubdivision. Site area reflected in this report differs from what is reflected on county records. A survey of this property that was provided by the client, reflects the site size of 0.27 acres/11,545 sf. This sale occurred 4 months prior to the effective date of this report. It is smaller in size and does not have sanitation available to the site. Comparable sale #2 is a 8,712 square foot level site in the downtown area about a block west from the subject. This sale occurred 25 months prior to the effective date of this report. It is smaller in size and is in an inferior location. Comparable sale #3 is a 1.01 acre/43,995 square foot site in the Clayton Subdivision-Resubdivision. This sale occurred 18 months prior to the effective date of this report. It is larger in size. Comparable sale #4 is a 26,049 square foot, level site with an estimated 153 feet of Highway Frontage. It is across the alley from the subject to the south. This sale occurred 24 months prior tot he effective date of this report. It is larger in size and has highway frontage. Comparable #5 is an active listing of a 1.01 acre/43,995 square foot site in the Riverview Condominiums subdivision. It is larger in size, has 375 feet of highway frontage and has less allowable density in its zoning district. There were extensive adjustments applied in certain instances of the Sales Comparison Analysis that exceed common mortgage underwriting guidelines. This is due to the the limited market activity in this market segment. Comparable sales #2 and #3 had single line adjustments greater than 10%, net adjustments greater than 15% and gross adjustments greater than 25%. Comparables #4 and #5 had a single line adjustment greater than 10% and gross adjustments greater than 25%. These were necessary in order to quantify the differences in physical characteristics between these comparables and the subject. The final opinion of value was reached based solely on the results of the Sales Comparison Approach. The Sales Comparison Approach reflects the actions of buyers and sellers in this market. The opinion of value for the subject property was developed using a bracketed methodology in the Sales Comparison Analysis, it is bracketed by unadjusted and adjusted sale prices of the comparable sales in the Sales Comparison Analysis. The first three sales in the Sales Comparison Analysis were considered to be the most relevant as they required the least adjustments and resulted in the most closely grouped adjusted sale prices. There was limited market activity in this market segment but sufficient data to develop an opinion of value. The comparable properties selected for the analysis are the most similar to the subject of properties recently active in the market area. The subject property was not listed in the last 36 months so that was not a factor in the final opinion of value. 4 5 6 Form GPLND.(AC) - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: SA L E S C O M P A R I S O N A P P R O A C H FEATURE SUBJECT PROPERTY COMPARABLE NO.COMPARABLE NO.COMPARABLE NO. Address Proximity to Subject Sale Price $$$$ Price/$$$$ Data Source(s) Verification Source(s) VALUE ADJUSTMENT DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION Sales or Financing Concessions Date of Sale/Time Rights Appraised Location Site Area Net Adjustment (Total, in $)+++$ $ –––$ $ $ $ Summary of Sales Comparison Approach Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Form MAP.LOC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Aerial Map Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees 320 Eastom Ave Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Client Appraiser Property Address City County State Zip Code Form PIC3X5.SR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Subject Photo Page Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees 320 Eastom Ave Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Subject Front Sales Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 320 Eastom Ave Fraser-Riverwalk 15,824 Subject Rear Subject Street Client Appraiser Property Address City County State Zip Code Form PICPIX.CR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Comparable Photo Page Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees 320 Eastom Ave Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Comparable 1 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Clayton SubResub TrB&C Lot 2 0.07 miles SE 325,000 Fraser-Riverwalk 11,545 Comparable 2 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 120 Railroad Ave 0.10 miles W 200,000 Fraser-Riverwalk 8,712 Comparable 3 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Clayton SubResub TrB&C Lot 7 0.16 miles SE 800,000 Fraser-Riverwalk 43,995 Client Appraiser Property Address City County State Zip Code Form PICPIX.CR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Comparable Photo Page Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees 320 Eastom Ave Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Comparable 4 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 406 N Zerex St 0.04 miles SW 1,100,000 Fraser-Riverwalk 26,049 Comparable 5 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age 76981 US Highway 40 0.84 miles SE 1,600,000 Fraser- Hwy 40 43,995 Comparable 6 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Client Appraiser Property Address City County State Zip Code Form MAP.LOC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Location Map Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees 320 Eastom Ave Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Client Appraiser Property Address City County State Zip Code Subject Parcel Map Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Excerpt of Subject Survey Dated 09/15/2017 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Form MAP.LOC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Comparable Sales Map Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees 320 Eastom Ave Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser Client Appraiser Property Address City County State Zip Code Riverwalk Mixed Use Overlay District Zoning Addendum Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE TOF - 320 Eastom vl 158719109019 Form UADDEFINE1A - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No. The improvements have been recently constructed and have not been previously occupied. The entire structure and all components are new and the dwelling features no physical depreciation. The improvements feature no deferred maintenance, little or no physical depreciation, and require no repairs. Virtually all building components are new or have been recently repaired, refinished, or rehabilitated. All outdated components and finishes have been updated and/or replaced with components that meet current standards. Dwellings in this category are either almost new or have been recently completely renovated and are similar in condition to new construction. The improvements are well maintained and feature limited physical depreciation due to normal wear and tear. Some components, but not every major building component, may be updated or recently rehabilitated. The structure has been well maintained. The improvements feature some minor deferred maintenance and physical deterioration due to normal wear and tear. The dwelling has been adequately maintained and requires only minimal repairs to building components/mechanical systems and cosmetic repairs. All major building components have been adequately maintained and are functionally adequate. The improvements feature obvious deferred maintenance and are in need of some significant repairs. Some building components need repairs, rehabilitation, or updating. The functional utility and overall livability is somewhat diminished due to condition, but the dwelling remains useable and functional as a residence. The improvements have substantial damage or deferred maintenance with deficiencies or defects that are severe enough to affect the safety, soundness, or structural integrity of the improvements. The improvements are in need of substantial repairs and rehabilitation, including many or most major components. Dwellings with this quality rating are usually unique structures that are individually designed by an architect for a specified user. Such residences typically are constructed from detailed architectural plans and specifications and feature an exceptionally high level of workmanship and exceptionally high-grade materials throughout the interior and exterior of the structure. The design features exceptionally high-quality exterior refinements and ornamentation, and exceptionally high-quality interior refinements. The workmanship, materials, and finishes throughout the dwelling are of exceptionally high quality. Dwellings with this quality rating are often custom designed for construction on an individual property owner’s site. However, dwellings in this quality grade are also found in high-quality tract developments featuring residence constructed from individual plans or from highly modified or upgraded plans. The design features detailed, high quality exterior ornamentation, high-quality interior refinements, and detail. The workmanship, materials, and finishes throughout the dwelling are generally of high or very high quality. UAD Version 9/2011 (Updated 1/2014) Form UADDEFINE1A - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Dwellings with this quality rating are residences of higher quality built from individual or readily available designer plans in above-standard residential tract developments or on an individual property owner’s site. The design includes significant exterior ornamentation and interiors that are well finished. The workmanship exceeds acceptable standards and many materials and finishes throughout the dwelling have been upgraded from “stock” standards. Dwellings with this quality rating meet or exceed the requirements of applicable building codes. Standard or modified standard building plans are utilized and the design includes adequate fenestration and some exterior ornamentation and interior refinements. Materials, workmanship, finish, and equipment are of stock or builder grade and may feature some upgrades. Dwellings with this quality rating feature economy of construction and basic functionality as main considerations. Such dwellings feature a plain design using readily available or basic floor plans featuring minimal fenestration and basic finishes with minimal exterior ornamentation and limited interior detail. These dwellings meet minimum building codes and are constructed with inexpensive, stock materials with limited refinements and upgrades. Dwellings with this quality rating are of basic quality and lower cost; some may not be suitable for year-round occupancy. Such dwellings are often built with simple plans or without plans, often utilizing the lowest quality building materials. Such dwellings are often built or expanded by persons who are professionally unskilled or possess only minimal construction skills. Electrical, plumbing, and other mechanical systems and equipment may be minimal or non-existent. Older dwellings may feature one or more substandard or non-conforming additions to the original structure Residential properties of fifteen years of age or less often reflect an original condition with no updating, if no major components have been replaced or updated. Those over fifteen years of age are also considered not updated if the appliances, fixtures, and finishes are predominantly dated. An area that is ‘Not Updated’ may still be well maintained and fully functional, and this rating does not necessarily imply deferred maintenance or physical/functional deterioration. An updated area of the home should have an improved look and feel, or functional utility. Changes that constitute updates include refurbishment and/or replacing components to meet existing market expectations. Updates do not include significant alterations to the existing structure. A remodeled area reflects fundamental changes that include multiple alterations. These alterations may include some or all of the following: replacement of a major component (cabinet(s), bathtub, or bathroom tile), relocation of plumbing/gas fixtures/appliances, significant structural alterations (relocating walls, and/or the addition of) square footage). This would include a complete gutting and rebuild. Three-quarter baths are counted as a full bath in all cases. Quarter baths (baths that feature only a toilet) are not included in the bathroom count. The number of full and half baths is reported by separating the two values using a period, where the full bath count is represented to the left of the period and the half bath count is represented to the right of the period. 3.2 indicates three full baths and two half baths. UAD Version 9/2011 (Updated 1/2014) Form UADDEFINE1A - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE A Adverse Location & View ac Acres Area, Site AdjPrk Adjacent to Park Location AdjPwr Adjacent to Power Lines Location ArmLth Arms Length Sale Sale or Financing Concessions AT Attached Structure Design (Style) B Beneficial Location & View ba Bathroom(s)Basement & Finished Rooms Below Grade br Bedroom Basement & Finished Rooms Below Grade BsyRd Busy Road Location c Contracted Date Date of Sale/Time Cash Cash Sale or Financing Concessions Comm Commercial Influence Location Conv Conventional Sale or Financing Concessions cp Carport Garage/Carport CrtOrd Court Ordered Sale Sale or Financing Concessions CtySky City View Skyline View View CtyStr City Street View View cv Covered Garage/Carport DOM Days On Market Data Sources DT Detached Structure Design (Style) dw Driveway Garage/Carport e Expiration Date Date of Sale/Time Estate Estate Sale Sale or Financing Concessions FHA Federal Housing Authority Sale or Financing Concessions g Garage Garage/Carport ga Attached Garage Garage/Carport gbi Built-in Garage Garage/Carport gd Detached Garage Garage/Carport GlfCse Golf Course Location Glfvw Golf Course View View GR Garden Design (Style) HR High Rise Design (Style) in Interior Only Stairs Basement & Finished Rooms Below Grade Ind Industrial Location & View Listing Listing Sale or Financing Concessions Lndfl Landfill Location LtdSght Limited Sight View MR Mid-rise Design (Style) Mtn Mountain View View N Neutral Location & View NonArm Non-Arms Length Sale Sale or Financing Concessions o Other Basement & Finished Rooms Below Grade O Other Design (Style) op Open Garage/Carport Prk Park View View Pstrl Pastoral View View PwrLn Power Lines View PubTrn Public Transportation Location Relo Relocation Sale Sale or Financing Concessions REO REO Sale Sale or Financing Concessions Res Residential Location & View RH USDA - Rural Housing Sale or Financing Concessions rr Recreational (Rec) Room Basement & Finished Rooms Below Grade RT Row or Townhouse Design (Style) s Settlement Date Date of Sale/Time SD Semi-detached Structure Design (Style) Short Short Sale Sale or Financing Concessions sf Square Feet Area, Site, Basement sqm Square Meters Area, Site Unk Unknown Date of Sale/Time VA Veterans Administration Sale or Financing Concessions w Withdrawn Date Date of Sale/Time wo Walk Out Basement Basement & Finished Rooms Below Grade Woods Woods View View Wtr Water View View WtrFr Water Frontage Location wu Walk Up Basement Basement & Finished Rooms Below Grade UAD Version 9/2011 (Updated 1/2014) TOF - 320 Eastom vl 158719109019Assumptions, Limiting Conditions & Scope of Work 320 Eastom Ave Fraser CO 80442 Town of Fraser, Mayor, Mayor Pro Tem & Board of TrusteesPO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser PO Box 256, Granby, CO 80446-0256 STATEMENT OF ASSUMPTIONS & LIMITING CONDITIONS — The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the title is good and marketable and, therefore, will not render any opinions about the title. The property is appraised on the basis of it being under responsible ownership. — The appraiser may have provided a plat and/or parcel map in the appraisal report to assist the reader in visualizing the lot size, shape, and/or orientation. The appraiser has not made a survey of the subject property. — If so indicated, the appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in the appraisal report whether the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. — The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. — The appraiser has noted in the appraisal report any adverse conditions (including, but not limited to, the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subject property, or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated in the appraisal report, the appraiser has no knowledge of any hidden or unapparent conditions of the property, or adverse environmental conditions (including, but not limited to, the presence of hazardous wastes, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, the appraisal report must not be considered as an environmental assessment of the property. — The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. — The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice, and any applicable federal, state or local laws. — An appraiser's client is the party (or parties) who engage an appraiser in a specific assignment. Any other party acquiring this report from the client does not become a party to the appraiser-client relationship. Any persons receiving this appraisal report because of disclosure requirements applicable to the appraiser's client do not become intended users of this report unless specifically identified by the client at the time of the assignment. — The appraiser's written consent and approval must be obtained before this appraisal report can be conveyed by anyone to the public, through advertising, public relations, news, sales, or by means of any other media, or by its inclusion in a private or public database. Possession of this report or any copy thereof does not carry with it the right of publication. — Forecasts of effective demand for the highest and best use or the best fitting and most appropriate use were based on the best available data concerning the market and are subject to conditions of economic uncertainty about the future. SCOPE OF WORK:The scope of work for this appraisal is defined by the complexity of this appraisal assignment and the reporting requirements of this appraisal report form, including the following definition of market value, statement of assumptions and limiting conditions, and certifications. The appraiser must, at a minimum: (1) perform a complete visual inspection of the subject property, (2) inspect the neighborhood, (3) inspect each of the comparable sales from at least the street, (4) research, verify, and analyze data from reliable public and/or private sources, and (5) report his or her analysis, opinions, and conclusions in this appraisal report. The Scope of Work is the type and extent of research and analyses performed in an appraisal assignment that is required to produce credible assignment results, given the nature of the appraisal problem, the specific requirements of the intended user(s) and the intended use of the appraisal report. Reliance upon this report, regardless of how acquired, by any party or for any use, other than those specified in this report by the Appraiser, is prohibited. The Opinion of Value that is the conclusion of this report is credible only within the context of the Scope of Work, Effective Date, the Date of Report, the Intended User(s), the Intended Use, the stated Assumptions and Limiting Conditions, any Hypothetical Conditions and/or Extraordinary Assumptions, and the Type of Value, as defined herein. The appraiser, appraisal firm, and related parties assume no obligation, liability, or accountability, and will not be responsible for any unauthorized use of this report or its conclusions. Additional Comments (Scope of Work, Extraordinary Assumptions, Hypothetical Conditions, etc.): Form GPLNDAD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: Property Address:City:State:Zip Code: Client:Address: Appraiser:Address: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 TOF - 320 Eastom vl 158719109019Certifications & Definitions 320 Eastom Ave Fraser CO 80442 Town of Fraser, Mayor, Mayor Pro Tem & Board of TrusteesPO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser PO Box 256, Granby, CO 80446-0256 APPRAISER'S CERTIFICATION I certify that, to the best of my knowledge and belief: - The statements of fact contained in this report are true and correct. - The credibility of this report, for the stated use by the stated user(s), of the reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. - I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. - Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. - I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. - My engagement in this assignment was not contingent upon developing or reporting predetermined results. - My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. - My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. - I did not base, either partially or completely, my analysis and/or the opinion of value in the appraisal report on the race, color, religion, sex, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property, or of the present owners or occupants of the properties in the vicinity of the subject property. - Unless otherwise indicated, I have made a personal inspection of the property that is the subject of this report. - Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification. Additional Certifications: DEFINITION OF MARKET VALUE *: Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1. Buyer and seller are typically motivated; 2. Both parties are well informed or well advised and acting in what they consider their own best interests; 3. A reasonable time is allowed for exposure in the open market; 4. Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and 5. The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. * This definition is from regulations published by federal regulatory agencies pursuant to Title XI of the Financial Institutions Reform, Recovery, and Enforcement Act (FIRREA) of 1989 between July 5, 1990, and August 24, 1990, by the Federal Reserve System (FRS), National Credit Union Administration (NCUA), Federal Deposit Insurance Corporation (FDIC), the Office of Thrift Supervision (OTS), and the Office of Comptroller of the Currency (OCC). This definition is also referenced in regulations jointly published by the OCC, OTS, FRS, and FDIC on June 7, 1994, and in the Interagency Appraisal and Evaluation Guidelines, dated October 27, 1994. Miichael Brack Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees mbrack@town.fraser.co.us PO Box 370, Fraser, CO 80442 Kelly Griesch, Certified General Appraiser Arete Appraisal (970) 887-9490 kgriesch@areteappraisal.com 10/17/2023 CG40022118 CO 12/31/2024 10/11/2023 Form GPLNDAD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE File No.: Property Address:City:State:Zip Code: Client:Address: Appraiser:Address: SI G N A T U R E S Client Contact:Client Name: E-Mail:Address: Appraiser Name: Company: Phone:Fax: E-Mail: Date Report Signed: License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect (Desktop) Date of Inspection: Supervisory or Co-Appraiser Name: Company: Phone:Fax: E-Mail: Date Report Signed: License or Certification #:State: Designation: Expiration Date of License or Certification: Inspection of Subject:Did Inspect Did Not Inspect Date of Inspection: Copyright© 2007 by a la mode, inc. This form may be reproduced unmodified without written permission, however, a la mode, inc. must be acknowledged and credited. 3/2007 Town of Fraser, Mayor, Mayor Pro Tem & Board of Trustees vl 158719109019 320 Eastom Ave Fraser Grand CO 80442 Kelly Griesch, Certified General Appraiser APPRAISAL AND REPORT IDENTIFICATION 2-2(a) 2-2(b) Comments on Standards Rule 2-3 I certify that, to the best of my knowledge and belief: — The statements of fact contained in this report are true and correct. — The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. — Unless otherwise indicated, I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. — Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. — I have no bias with respect to the property that is the subject of this report or the parties involved with this assignment. — My engagement in this assignment was not contingent upon developing or reporting predetermined results. — My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. — My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. — Unless otherwise indicated, I have made a personal inspection of the property that is the subject of this report. — Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification (if there are exceptions, the name of each individual providing significant real property appraisal assistance is stated elsewhere in this report). 3-12 months If competitively priced and actively marketed. Comments on Appraisal and Report Identification Note any USPAP-related issues requiring disclosure and any state mandated requirements: Clarification of Intended User and Use: The Intended User of this appraisal report is the Client. The Intended Use is to evaluate the property that is the subject of this report, of which the client has an ownership interest, for issues pertaining financial planning. subject to the Scope of Work, purpose of the appraisal, reporting requirements of the appraisal report form, reporting requirements of the Uniform Standards of Professional Appraisal Practice specifically standard 2-2b, and Definition of Market Value. No additional Intended Users are identified by the appraiser. The appraiser has not identified any purchaser, borrower or seller as an intended user of this appraisal and no such party should use or rely on this appraisal for any purpose. Such parties are advised to obtain an appraisal from an appraiser of their own choosing if they require an appraisal for their own use. This appraisal report should not serve as the basis for any property purchase decision or any appraisal contingency in a purchase agreement relating to the property. Consent must be obtained from the appraiser prior to the disclosure or distribution of this appraisal report to any other users for any other purpose than its original intended use. The Fee charged to the Client for this assignment is $700. * * * This is a Revised Report * * * On 10/16/2023 the client requested correction to typographical errors in the report. The typographical errors were corrected and the revised report was signed and resubmitted to the client on 10/17/2023. Kelly Griesch, Certified General Appraiser CG40022118 CO 12/31/2024 10/17/2023 10/11/2023 10/11/2023 Form ID14E - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Client Appraiser File No. Property Address City County State Zip Code (A written report prepared under Standards Rule ,pursuant to the Scope of Work, as disclosed elsewhere in this report.) (A written report prepared under Standards Rule ,pursuant to the Scope of Work, as disclosed elsewhere in this report, restricted to the stated intended use by the specified client or intended user.) Reasonable Exposure Time (USPAP defines Exposure Time as the estimated length of time that the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal.) APPRAISER: Signature: Name: State Certification #: or State License #: State:Expiration Date of Certification or License: Date of Signature and Report: Effective Date of Appraisal: Inspection of Subject:None Interior and Exterior Exterior-Only Date of Inspection (if applicable): SUPERVISORY or CO-APPRAISER (if applicable): Signature: Name: State Certification #: or State License #: State:Expiration Date of Certification or License: Date of Signature: Inspection of Subject:None Interior and Exterior Exterior-Only Date of Inspection (if applicable): Copy of Colorado State Appraisal Certificate Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE TOWN OF FRASER RESOLUTION NO. 2023-11-04 A RESOLUTION CONFIRMING APPOINTMENTS TO THE TOWN OF FRASER DONOR ADVISED FUND ADVISORY COMMITTEE WHEREAS: The Board of Trustees approved Resolution 2023-09-08 Town of Fraser Fund a Donor Advised Fund of The Grand Foundation Agreement on September 20, 2023 WHEREAS: Two Trustees shall be appointed to the Town of Fraser Donor Advised Fund Advisory Committee. The appointment shall correspond to their respective official tenure. BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: WHEREAS: The following individuals are appointed to the Town of Fraser Donor Advised Fund Committee a. b. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS 1ST DAY OF NOVEMBER 2023. Votes in favor: ___BOARD OF TRUSTEES OF THE Votes opposed: ___TOWN OF FRASER, COLORADO Abstained: ___ BY: Mayor ATTEST: (S E A L) Town Clerk