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HomeMy Public PortalAboutTBP 2023-07-19COLORADO Board of Trustees Workshop and Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday July 19, 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/UCs5aHnI7d-kk0j1 cxV28DSq Participate in the meeting through our virtual platform Zoom Meeting Information https://us02web.zoom.us/j/2590408013 Meeting 10:259 040 8013 Phone 1-346-248-7799 1. 6:00 P.M. Workshop - Parking 2. 7:00 P.M. Roll Call 3. Approval Of Agenda 4. Consent Agenda a. Minutes June 21, 2021 Documents: IBM 202306-21.IFldt h Sa,:gn On Sheet June 21, 2021.PQ.Nt b. Resolution 2023-07-01 Kona Ice Facility Agreement Documents: e s0llutilorn 2023-07-01 ind Il r IMobillle o_iiceinse.pol Korona ol 1 / k: r Agreement And c. Resolution 2023-07-02 Grand Fishing License Agreement Documents: Fla°:se llutllor 2023-07.02 Grand IFllnhhlrugq ILile elnse .pdff 2023 Winter IF r:alrlk. Ir=1lytish0ngq Lhc en 2023 Ir=1INVAL.Frdff d. Resolution 2023-07-04 Authorizing Contract With HRS Water Consultants Inc. For The Installation And Analysis Of Well Test Holes - Lucus Documents: F a`:n¢ Ilutl'iolrn 2023-0"' 'g Contract W0th IHF'.S W�:a0 r T-41� Au.altlrnolr�;� ilrng Cons u.ulltrarnts Ornc For The prnsltallllldltlloln And Anndllyspn Of WoIIII Test Holles.pdff prnsltallllldtilonn And Alrn allylihs Of Wellll 1c IHollon °:31tr ff Morno.Irpriff Test IHollos HRS Proposdll 6-2t-2023.Pdff e. Resolution 2023-07-08 Surety Reduction For Koselig On Main Documents: F"a;no 0 utllor 2023-07.403 Surety R.oduuotponn For IKoSoIlpgq On Mdpn.prtt F-OIF ST AMILINIDMILlN'1r TC) CON 31rr UC'T OOINV GUARANTEE ACRILILMILIN1F.Ipadff 5. Open Forum a. Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk) 6. Discussion And Possible Action Regarding a. Winter Park Film Festival Funding Request - Conner Nelson Documents: WPp: F SIrponnnorshlllrp Lotlte r.prtt WIFSIF.-1F.- IFSttCIH.V2.IFSrtt b. Resolution 2023-07-03 Approving Final Plats And Final Planned Development Plan For Elk Creek Condos Planning Area 4w.1 - Will Charles, Baseline Documents: 00 LB Staff Report ILlllk Creek Condos 4w.1i.Pdt 01 Rosollu.altdoru 2023.0"' 1-1.1;3 Apprrovllrug3 F0nall Pllats And Fhnall Pllanned Devollopmenit 2Iloln For ILIIIk Creek Condos 12IInnnlingq Area 4Iw.1.PIJtt 02 Appllpr. tpoln Ir=orrrn.prtt 03 Cove:..Ir Lottor.Ipd¶ 04 IF p:'11.:1F'.IFpdt 05 4W.t Lott 8 p° -harp „pelf 06 4W.1 Lott 9 Fhnnll Plllnt.p pelf 07 4W.t Lot 10 If=du"fa 11 IPllrat.pdt 08 4W.t Lot 11 Ir° du"fall IPllrat.pdt 09 4W.t Lot 12 Ir=du"ca 11 IPllrat.pdt 10 TF-22.0"7 IRo- terra all (omri ents 5th w `�rutsrru�ttall ti77.1 t .2;:3.Prgt 11 C;onstruutilolro IDrrawhIngs.pdt 12 IDraal'ir aaagarr IRaalport.g;u, „q t �W3 Derosiity Trauruster Chrart.tar.Nl 14 20135 Grand Park, Manned t.7evellopmer»1f Dihstrii et flan. putt q ".s FPDP C he kllu:s1L pdt 16 Ir=du"udll Plldt (,;,hleclk.11ilst.lpdf t.. iino-� ers Ophn�u:au"u (.. " f �Irac3 t ' �t Est ilmated, (,laast.p¢gt t3 Il( f-tesollu.utiolro 21123-115.01 Aplfproviirig f°°ihn all IPllait Arid Recontrnerh:fing Alpplfprovr:all Of Rlruall IPlDP For Elk Creek Condos IPll:aruralruq Area 4w.t.IPdt c. Treasurer's Report - Rob Documents: Treasurers IR.eport 0"7"q 923.IPdt d. Resolution 2023-07-05 Grant Application For Affordable Housing, Board Priorities And Infrastructure - Rob Documents: f eSr'ullutllolra 2023-0'7.05 Grant Aplplldca:a't�oln For Af sding 3asr.rd Phoriltiles And Ontrra.rstructulro- .p( e. Resolution 2023-07-06 DOLA Grant Authorization - Rob Documents: e, uullutlrun 2023-0'7.06 DOLA Gran . Auut oriz3horu.lppdt f. Resolution 2023-07-09 Fraser Rebranding And Wayfinding Project - Sarah Documents: Rr':alr rraror:giing An Wraytl'hInrting (Project D tract E retl'ilnq.lpprtt tkruw sollutllolra 2023-0'7-09 Fraser IRelrarrandihngq And Waytiundiinq PIropk ct.lppdt g. Riverwalk Mixed Use Overlay District And Business District Precedence Documents: Rilvk rwralk Miixed Use Overllray D strdct Arad E3uusillr»ess t 1F rk u k:u:Meu"la"; Mero` o.gadf h. Mountain Parks Electric Director Election Runoff - Antoinette Documents: MIPL, IEllkruu„tdoru IR.uuruolf.pdf 7. Liquor And Beer Licensing Authority a. Public Hearing And Possible Action a.i. Tin Cup Tavern Liquor License Renewal - Antoinette Documents: Tin Cup Tavern License IRrenewall >taff Merno.pdf 2023 License Renewal) IDR.84CTCT.IPd't PD Merno May 31, 2023.Pdf 202"i Tin Cup Notice And Order To Show C:;auuse-TT-11-2'C.Pdf POP IFPu.aut,' Oh0C I0--laraaarirut For .Tiro (.up T averirn.lodf a.ii. Resolution 2023-07-07 Fraser Tap Room Dba Tin Cup Tavern Liquor License Renewal Documents: Resolluutihon 2023-07,-07 Fraser License RenewaalO pdf IF R.00rn Dba Tin Cup Tavern ILihquuor 8. Updates a. Byers Avenue Waterline Replacement, Sewer Bore And Lions Ponds Bathrooms - Paul b. Colorado Municipal League Annual Conference Update - Trustees c. Committee Minutes Documents: PAC 05_ T 9 23.IF1dt 07 ._.. PAC 0 09_.__23. IPdt PAC 07 007 23.IPdt P(M 20723-O;'y-24.Pdf 9. Adjourn UPCOMING MEETING WEDNESDAY, AUGUST 2, 2023 BOARD OF TRUSTEES Board Staff Direct: Define the service, product or value Lead: Future focused planning to be delivered Protect: Establish the operational Manage: Now focused policy and procedural boundaries to be respected by Staff and monitored by the Board guidance to ensure on time, on budget, and on target service delivery Enable: Advocacy, resource development, Accomplish: Ensure the work defined by the and role discipline direction of the Board of Trustees is accomplished 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 FRASER BOARD OF TRUSTEES MINUTES DATE: June 21, 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, Lewis Gregory, Parnell Quinn and, Katie Soles Staff: Town Manager, Michael Brack; Town Clerk, Antoinette McVeigh; Deputy Town Clerk Leslie Crittenden; Finance Director, Rob Clemens; Public Works Director, Paul Johnson; Police Chief Glen Trainor Others: See attached list Mayor Vandernail called the meeting to order at 6:04 p.m. 1. Rollcall: Mayor Philip Vandernail; Mayor Pro-Tem Eileen Waldow; Trustees; Brian Cerkvenik, Lewis Gregory, Parnell Quinn and, Katie Soles 2. Approval of Agenda: Trustee Soles moved, and Trustee Waldow seconded the motion to approve the agenda. Motion carried: 6-0. 3. Consent Agenda: a) Minutes June 7, 2023 Trustee Waldow moved, and Trustee Quinn seconded the motion to approve the consent agenda. Motion carried: 6-0. 4. Open Forum: 5. Public Hearing: a) Victoria Village Master Plan Mayor Vandernail opened the public hearing regarding Victoria Village Maser Plan. Todd Mohr, Matt Ginzberg, Jeff Vogel and David presented to the Board. Public Comment was taken from Ashley Bobo Executive Director of Grand Kids Mayor Vandernail closed the public hearing regarding Victoria Village Maser Plan. ai) Resolution 2023-06-03 Approving Victoria Village Master Plan Page 2 of 3 Trustee Gregory moved, and Trustee Waldow seconded the motion to approve Resolution 2023-06-03 Approving Victoria Village Master Plan. Motion carried: 6-0. 6. Discussion and Possible Action: a) Winter Park Film Festival Funding Request The request will be presented again at a future meeting. b) Treasurer's Report c) Tin Cup Tavern Liquor License Renewal This was removed from the agenda and will be presented at a future meeting. d) Alcohol Beverage Festival Permit, Picnic in The Park Trustee Cerkvenik moved, and Trustee Soles seconded the motion to approve Alcohol Beverage Festival Permit for Picnic in The Park. Motion carried: 6-0. e) Fraser Artisan Bazaar Special Event Permit Trustee Cerkvenik moved, and Trustee Quinn seconded the motion to approve Fraser Artisan Bazaar Special Event Permit. Motion carried: 6-0. f) Ordinance 500 Amending Chapter 10, Article 2 To Revise The Dollar Limits For Offenses Of Theft And Damage To Property Trustee Soles moved, and Trustee Quinn seconded the motion to approve Ordinance 500 Amending Chapter 10, Article 2 To Revise The Dollar Limits For Offenses Of Theft And Damage To Property. Motion carried: 6-0. g) Resolution 2023-06-04 Pavement Maintenance Contact Trustee Soles moved, and Trustee Quinn seconded the motion to approve Resolution 2023-06-04 Pavement Maintenance Contact. Motion carried: 6-0. h) Resolution 2023-06-05 Approving County Road 804 Parking Lot Development Agreement Trustee Quinn moved, and Trustee Cerkvenik seconded the motion to approve Resolution 2023-06-05 Approving County Road 804 Parking Lot Development Agreement. Motion carried: 6-0. 7. Updates a) Mural Festival Update b) Trustee Soles, Public Works building c) Town Manager Brack, the Finance Director Rob Clemens resigned to be the Executive Director of the Fraser Valley Housing Partnership. The CAST meeting will be held in Basalt on August 24-25. d) Trustee Cerkvenik, preconstruction meeting with CDOT on Monday regarding Berthoud Pass. Page 3 of 3 e) Trustee Gregory, Grand Classic 8. Adjourn: Trustee Cerkvenik moved, and Trustee Quinn seconded the motion to adjourn. Motion carried: 6-0. Meeting adjourned at 7:38 p.m. Antoinette McVeigh, Town Clerk TOWN BOARD REGUL AR MEETING REGISTRATION SHEET JUNE 21, 2023 The Pu blic Fo rum is an opportunity f or the public to present their c oncerns and recommendati ons regarding T own G overnment issues to the To wn Bo ard. Tho se wishing to address the T own Board will be all owed a thre e -mi nute presentation. A ma xim um of six (6) pe ople will be allowed to address the Town Board at each Public F or um. If a topic that you wish to discuss has been scheduled f or a f ormal T own Board Meeting, we wo uld ask that you reserve y our remark s f or that specific date and tim e. T opics that are in litigati on with the T own will not be heard durin g this fo rum. All presenters are urged to: (1) state the concern; and (2) list possible soluti ons . Please keep the follo wing guidelines in mind: Remarks that discriminate against anyone or ad versely reflect upon the race, c ol or, ancestry, religious creed, nati onal origin, political affiliatio n, disability, sex, or marital status of any pers on are out of order and may end the speaker's privilege to address the Board. Defamatory or abusiv e remarks or profanity are out of ord er and will n ot be tolerated . Anyon e attending Town Boa rd meetings mu st sign in to ensure accurate records and minutes . Sign y our name, address, and email on the sign in sheet. Than k you fo r yo ur coo peratio n. NAME PHYSICAL ADDRESS EMAIL f ,. ; a9 L�'iy.fi TOWN OF FRASER RESOLUTION 2023-07-01 A RESOLUTION AUTHORIZING THE TOWN MANAGER TO SIGN THE MOBILE FOOD VENDER AGREEMENT AND LICENSEWITH KONA ICE BE IT HEREBY RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Town Manager is hereby authorized to sign the attached Mobile Food Vender Agreement and License with Kona Ice. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS DAY OF 2023. Votes in favor: Votes opposed: Absent: Abstained: (S E A L) BOARD TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Philip Vandernail, Mayor ATTEST: Antoinette McVeigh,Town Clerk MOBILE FOOD VENDER AGREEMENT AND LICENSE The undersigned Applicant desires to use Town of Fraser ("Town") parks and open space to operate as a mobile food vendor ("MFV"). The Town is willing to permit such use upon the terms and conditions set forth herein, and the Applicant agrees to abide by the same. Applicant understands and agrees that failure to abide by such terms and conditions shall be grounds for immediate revocation of the license granted herein. Terms and Conditions: 1. Hours. MFV's shall only operate during hours approved by Town. 2. Fee. MFV's shall pay the Town an annual fee equal to $20.00. 3. Term. The term of the license is from June 1, 2023 to May 31, 2024 4. Other Licenses and Permits. MFV's shall possess all other necessary licenses and permits required by other government entities in order to legally operate a mobile food vending operation. 5. Traffic and Parking. MFV's shall follow all applicable traffic and parking rules and regulations. MFV's shall park only in spaces designated by Town and shall not cause a safety hazard for pedestrian traffic or obstruct any public street, roadway or thoroughfare. 6. Stand -Alone Operation. MFV's shall be self-contained. Town shall not provide electricity, water, or wastewater disposal. Generators shall operate under a reasonable noise level. 7. Trash and Waste. MFV's shall provide garbage containers in a quantity sufficient to accommodate the MFV and its customers. MFVs shall not pour grease, oil, dirty water, food debris, hot coals, or other waste on the ground, in public trash containers, or down street sewer pipes. 8. Town Discretion. Town reserves the right to limit the number of vendors in any park depending on the size and use of the park. 9. INDEMNITY. APPLICANT, TO THE FULLEST EXTENT PERMITTED BY LAW, SHALL INDEMNIFY, DEFEND AND HOLD TOWN, ITS OFFICERS, AGENTS, EMPLOYEES AND ELECTED OFFICIALS FREE AND HARMLESS FROM AND AGAINST ANY AND ALL CLAIMS, LOSSES AND/OR LIABILITIES, INCLUDING THE DEFENSE THEREOF, WHICH ARISE DIRECTLY OR INDIRECTLY FROM, OR ARE RELATED TO, IN ANY WAY, MANNER OR FORM, THE ACTIVITIES CONTEMPLATED BY THIS AGREEMENT AND/OR FROM THE APPLICANT'S AGENTS, EMPLOYEES, INVITEES, PATRONS, LICENSEES, GUESTS AND/OR INDEPENDENT CONTRACTORS USE AND POSSESSION OF THE PREMISES, INCLUDING THE APPLICANT. 10. Insurance. MFV's shall maintain commercial general liability policies with policy limits established by the Town that are reasonably commensurate with the magnitude of the business risk. The Town shall be listed an additional insured on the policy(ies). The policy(ies) shall contain a waiver of subrogation in favor of the Town. Certificates of insurance shall be provided upon request. 11. Governmental Immunity. Nothing contained herein shall be deemed a waiver by the Town of the monetary limitations or any other rights, immunities and protections provided by the Colorado Governmental Immunity Act, Section 24- 10- 101, et. seq., Colorado Revised Statutes, as the same may from time to time be amended, or otherwise available to the Town, its officers or employees. 12. Non -Transferrable. MFV licenses are non-transferrable and non-refundable. 13. Town Rules, Regulations and Policies. MFV's are subject to all Town rules, regulations, and policies. 14. Revocable. This Agreement is revocable by the Town, at any time, for any cause or convenience. APPLICANT: PRINTED NAME(S): ADDRESS: DATED: TOWN: TOWN OF FRASER, COLORADO BY: SIGNATURE: TITLE: DATE: Authorized Officer/Employee 2 TOWN OF FRASER RESOLUTION NO. 2023-07-02 A RESOLUTION AUTHORIZING EXECUTION OF A LICENSE FOR GUIDING AND CASTING LESSONS ON COZENS RANCH OPEN SPACE AND FRASER PONDS 1 AND 2 BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Mayor is hereby authorized to execute the attached license agreement for commercial guiding and casting lessons on Cozens Ranch Open Space and Fraser Ponds 1 and 2 after Grand County Water and Sanitation District #1 has aproved the agreement. DULY MOVED, SECONDED AND ADOPTED THIS DAY OF , 2023. Votes in favor: Votes opposed: Absent: Abstained: (S E A L) BOARD TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Mayor ATTEST: Town Clerk nabs Nit C 0 L 4 R A ri 0 LICENSE AGREEMENT Permission is hereby granted by the Town of Fraser and Grand County Water and Sanitation District #1 (District)(hereinafter referred to as " Town" and "District," respectively) to Grand County Fishing Company/Winter Park Flyfisher (hereinafter referred to as "Licensee") for "commercial recreational" use of its public lands in connection with guided wade fishing trips along and within the Fraser River lands owned by the Town, located south of CR 804 and north of Rendezvous Road and commonly known as Cozens Ranch Open Space, and conducting fly casting classes and lessons on the Fraser Ponds 1 and 2 owned District (hereinafter referred to as "Subject Lands"). This license is subject to all provisions of the commercial operational guidelines contained herein, the State of Colorado outfitter licensing requirements, and is limited to use of the Subject Lands for the purpose of conducting guided fishing trips and fly -casting classes and lessons only. A copy of this license shall be carried by guides, employees, and representatives of the Licensee while operating activities on the subject lands. This license has been granted pursuant to the following stipulations: 1. The Licensee shall operate as a licensed and bonded Active Outfitter under the permit number as issued by the State of Colorado, Department of Regulatory Agencies. All guides employed by the Licensee will adhere to all pertinent regulations of the State of Colorado and all will maintain First Aid and CPR training certificates. Additionally, all will be equipped with appropriate first aid equipment during the conduct of all commercial operations. 2. The Licensee' operations shall be limited to guided fishing trips and fly -casting classes and lessons only (Activities). a. Guided fishing trips shall include no more than one guide and two clients and are limited to 20 user days per year. A user day is defined as one client a day. Two clients on a single day constitute 2 used days. b. Fly -casting lessons shall have a maximum class size of eight (8) participants and may occur on Fraser Ponds 1 or 2. Lessons shall not exceed two hours. c. Hours of operation for guided trips and fly -casting lessons are between 8:00 AM to 6:00 PM. d. No Activities are permitted on any federally recognized holiday or during any special events on the Subject Lands. 3. The Licensee shall maintain daily logs and reports of Activities. Reports shall be submitted to the Town monthly. Reports shall include the following information: a. Section of river fished and number in party. b. Water temperature and clarity. c. Observance of angling pressure (light, medium, heavy). d. Fish count by species (Rainbow, Brown, Cutthroat, etc.). e. Water level as reported by the United States Geological Survey. 4. The Licensee' s operations will be conducted in an "environmentally friendly" manner and shall be limited to catch and release fishing employing barbless hooks only. Any changes in the aquatic habitat (i.e., moving or placing of any structure) and trimming of any vegetation or other physical changes to the Subject Lands are strictly prohibited. No Activities shall occur on the Subject Lands when water temperatures exceed 65 degrees Fahrenheit. 5. This license does not provide the Licensee with any authority to enforce any local, state, or federal laws or regulations, nor does it exempt the Licensee from any such laws or regulations. The Licensee is encouraged to report any violations to State Wildlife Officers or local law enforcement officers but shall not initiate or undertake any enforcement contact or actions. 6. The Licensee shall maintain a current business license with the Town and shall maintain a current outfitter license with the State. 7. This license does not provide any special parking or access privileges on the Subject Lands, and the Licensee does not have priority over any special events conducted on or any other public use of the Subject Lands. The Licensee agrees to assume all responsibility for any risks associated with the use or condition of the Subject Lands or the Town/District owned facilities on it, and the Activities conducted pursuant to this License. The Licensee hereby forever releases and discharges the Town and District and all of their agents and employees from any and all liabilities, claims, demands, or causes of action that the Licensee may hereinafter have for injuries or damages arising out of the use or condition of the Subject Lands or the Town/ District owned facilities on it. The Licensee further agrees to obtain a similar in writing from any and all other clients engaged in the Activities, including employees and guests of the Licensee, such release is attached hereto and incorporated herein by this reference. Such form of release bearing the original signature of each participant in the Activities shall be obtained before commencement of the Activities and shall be delivered to the Town along with a monthly report of the month in which the Activities occur. The Licensee further agrees to indemnify and hold the Town and District harmless from and against all damages, losses, claims, judgments, costs and expenses, including attorney' s fees, suffered or incurred by the Town and/ or District in connection with or as a result of the use or condition of the Subject Lands, the Town or District owned facilities on it, or the Activities permitted hereby, including but not limited to any claims by third parties who may use the Subject Lands or the Town or District owned facilities on it. Prior to commencement of any Activities pursuant to this License, the Licensee shall provide the Town with a current certificate of liability insurance and endorsement naming the Town and District as an additional insured, which provides coverage for the risks specified in the preceding paragraph in the following minimum amounts: $1,000,000 combined single limit per occurrence and $2,000,000 aggregate. Nothing contained herein shall be deemed a waiver by the Town or District of the monetary limitations or any other rights, immunities and protections provided by the Colorado Governmental Immunity Act, Section 24- 10- 101, et. seq., Colorado Revised Statutes, as the same may from time to time be amended, or otherwise available to the Town, its officers or employees. Town and District reserves the right to revoke the permission granted herein to use the Subject Lands at any time prior to or during the scheduled Activities, with or without cause and without liability to the Licensee or anyone else on account of such revocation. Such revocation shall be effective upon oral or written notice to the Licensee. This license is nontransferable. This license has been issued for the period of July 1, 2023, through October 15, 2023 only and is subject to renewal on an annual basis. DATE Town of Fraser By Philip Vandernail, Mayor DATE Grand County Water and Sanitation District #1 By Arthur Ferrari, President DATE Grand County Fishing Co./Winter Park Flyfisher By Jeff Ehlert FISHING WARNING, ASSUMPTION of RISK, LIABILITY RELEASE, INDEMNITY and HOLD HARMLESS AGREEMENT PLEASE READ CAREFULLY BEFORE SIGNING. THIS IS A RELEASE OF LIABILITY AND WAIVER OF CERTAIN LEGAL RIGHTS. The person who is fishing on Town of Fraser, Colorado, property shall be referred to hereinafter at "PARTICIPANT". "THE UNDERSIGNED" means only the PARTICIPANT when the PARTICIPANT is age 18 or older OR it means both the PARTICIPANT and the PARTICIPANT's parent or legal guardian when the PARTICIPANT is under the age of 18. THE UNDERSIGNED agree and understand that Fishing (hereinafter the "ACTIVITY") can be HAZARDOUS AND INVOLVES THE RISK OF PHYSICAL INJURY OR DEATH. THE UNDERSIGNED agree and understand that there are risks associated with participating in the ACTIVITY and that falls, INJURIES AND/OR DEATH may result from engaging in the ACTIVITY. THE UNDERSIGNED agree and understand that risks include, but are not limited to: use of equipment, hooks, natural and manmade hazards, surface and environmental conditions, falls, drowning, water currents and conditions, dehydration, the effects of high elevations, and strenuous physical exertion. In consideration for allowing the PARTICIPANT to participate in the ACTIVITY, THE UNDERSIGNED hereby ASSUME ALL RISKS associated with the PARTICIPANT's participation in the ACTIVITY. Additionally, THE UNDERSIGNED AGREE TO HOLD HARMLESS, RELEASE, DEFEND AND INDEMNIFY the Town of Fraser, Colorado, and its insurance carriers, agents, employees, representatives, assignees, officers, and directors (each hereinafter as "RELEASED PARTY") FOR ANY AND ALL LIABILITY and/or claims for injury or death to persons or damage to property arising from the PARTICIPANT's participation in the ACTIVITY, including those claims based on any RELEASED PARTY's alleged or actual NEGLIGENCE or BREACH OF any express or implied WARRANTY. THE UNDERSIGNED take full responsibility for any injury or loss to PARTICIPANT, including death, which PARTICIPANT may suffer, arising in whole or in part out of the ACTIVITY. By signing this release, THE UNDERSIGNED AGREE NOT TO SUE any RELEASED PARTY and agree they are releasing any right to make a claim or file a lawsuit against any RELEASED PARTY. THE UNDERSIGNED further AGREE TO DEFEND AND INDEMNIFY each RELEASED PARTY for any and all claims of THE UNDERSIGNED and/or a THIRD PARTY arising in whole or in part from the PARTICIPANT's participation in the ACTIVITY. THE UNDERSIGNED agree to pay all costs and attorney's fees incurred by any RELEASED PARTY in defending a claim or suit brought by or on behalf of THE UNDERSIGNED. THE UNDERSIGNED represent that the PARTICIPANT is in good health and there are no special problems associated with his/her care. THE UNDERSIGNED authorize any RELEASED PARTY and/or their authorized personnel to call for medical care for the PARTICIPANT or to transport the PARTICIPANT to a medical facility or hospital if, in the opinion of such personnel, medical attention is needed. THE UNDERSIGNED agree that upon the PARTICIPANT's transport to any such medical facility or hospital that the RELEASED PARTY shall not have any further responsibility for the PARTICIPANT. Further, THE UNDERSIGNED agree to pay all costs associated with such medical care and related transportation provided for the PARTICIPANT and shall indemnify and hold harmless the RELEASED PARTY from any costs incurred therein, or any claims arising therefrom. In consideration for allowing the PARTICIPANT to participate in the ACTIVITY and for using the Town of Fraser, Colorado, property, THE UNDERSIGNED agree that ANY AND ALL CLAIMS for injury and/or death arising from the PARTICIPANT's participation in the ACTIVITY shall be GOVERNED BY COLORADO LAW and EXCLUSIVE JURISDICTION of any claim shall be in the DISTRICT COURT residing where the alleged incident occurred or in the FEDERAL COURT FOR THE STATE OF COLORADO. In the case of a minor PARTICIPANT, the undersigned parent or legal guardian acknowledges that he/she is also signing this release on behalf of the minor PARTICIPANT and that the minor PARTICIPANT shall be bound by all the terms of this release. Additionally, by signing this release as the parent or legal guardian of a minor STUDENT, the parent or legal guardian understands that he/she is waiving certain rights on behalf of the minor that the minor otherwise may have. The undersigned parent or legal guardian agree that but for the foregoing, the minor PARTICIPANT would not be permitted to participate in the ACTIVITY. By signing this release without a parent or guardian's signature, the PARTICIPANT represents that he/she is at least 18 years of age, or, if signing as the parent or guardian of the PARTICIPANT, you represent that you are the legal parent or guardian of the minor PARTICIPANT. This release shall be binding to the fullest extent permitted by law. If any part of this release is deemed to be unenforceable, the remaining terms shall be an enforceable contract between the parties. This release shall be binding upon the assignees, subrogors, distributors, heirs, next of kin, executors and personal representatives of THE UNDERSIGNED. PARTICIPANT understands and agrees that the Town of Fraser, Colorado, is relying on, and does not waive or intend to waive by any provision of this Liability Release, the monetary limitations or any other rights, immunities and protections provided by the Colorado Governmental Immunity Act, Section 24-10- 101, et seq., Colorado Revised Statutes, as the same may from time to time be amended, or otherwise available to Fraser, its officers or employees. I HAVE CAREFULLY READ THE FOREGOING LIABILITY RELEASE, UNDERSTAND ITS CONTENTS, AND AM AWARE THAT I AM RELEASING CERTAIN LEGAL RIGHTS THAT I OTHERWISE MAY HAVE. Printed Name of PARTICIPANT Signature of PARTICIPANT Date Printed Name of Parent/Legal Guardian #1 Signature of Parent/Legal Guardian #1 Date Printed Name of Parent/Legal Guardian #2 Signature of Parent/Legal Guardian #2 Date Emergency Contact: ( TELEPHONE NAME/RELATION TOWN OF FRASER RESOLUTION NO. 2023-07-04 AUTHORIZING A CONTRACT WITH HRS WATER CONSAULTANTS INC. FOR THE INSTALLATION AND ANALYSIS OF WELL TEST HOLES WHEREAS, Fraser is the owner of the North Water Treatment Facility with a max day demand over 400 gallons per minute; WHEREAS, Fraser's North Wellfield currently has a safe yield of 399 gallons per minute when one well is offline during the winter; WHEREAS, max water demand and sometimes exceeds the safe yield of the wells; WHEREAS, a new well takes three years to begin production, the first step in this process is to drill test holes and analyze the potential yield of various locations to determine the best location for test pumping; WHEREAS, further resolutions will be needed for test pumping of selected sites, legal fees to obtain a water decree, and construction of new well houses; WHEREAS, Fraser's 2023 annual budget (50-40-330) anticipate engineering fees for the water production and distribution systems; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THE FOLLOWING: 1. Authorize the Town Manager to enter into a contract for installation and analysis of well test holes not to exceed $66,627. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS DAY OF July 2023. Votes in favor: Votes opposed: Abstained: (S E A L) BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Mayor ATTEST: Town Clerk 7 COLORADO Mr MEMO TO: Mayor Vandernail and the Board of Trustees FROM: Lucus C. Seffens, Utilities Superintendent DATE: 7-19-2023 SUBJECT: INSTALLATION AND ANALYSIS OF WELL TEST HOLES SUBJECT: Authorize the Town Manager to sign the contract with HRS Water Consultants for the installation and analysis of well test holes for the North Water System. DEPARTMENT: Public Works PRESENTER/PREPARER: Lucus C. Seffens, Water Utilities Superintendent FISCAL INFORMATION: Cost as Recommended: $66,627 Available Funds: $64,945 (50-40-330 Engineering Fees) Funds: This project will exceed the budgeted funds for 50-40-330 Engineering Fees. Any overage due to well and water system expansion will be covered through remaining funds from the American Rescue Plan Act New Appropriation Required: No REQUESTED ACTON: Authorize the Town Manager to sign the contract with HRS for the installation and analysis of test holes to explore future well sites. Funds would be expended from Engineering Fees (50-40-330) and reimbursed through our available balance under the American Rescue Plan Act, for an amount not to exceed $66,570. SUMMARY AND BACKGROUND OF SUBJECT MATTER: The water consumption in the Town has been outpacing actual population growth in the last two years. This is partially due to the increase in remote workers during and after the pandemic. To mitigate f3r s x " r w .w IC fa 804,12 'A�IiR 'iar,i' q r a se rca 4 g tl r a 1,1 rD semi this pandemic impact, I recommend the use of the available funds from the American Rescue Plan Act to expand the water production capacity of the North Water System. New wells may take over three years to bring to operational status. The first step is to test drill potential well sites and test groundwater and alluvium depth to estimate capacity at each location. The next steps will be to install test wells at the best sites and determine the yield and water quality. Once the pumping capacity is known, we must obtain a decree approving the new points of diversion (wells) utilizing the Fraser Water Right. The final step will be to construct the well house and connect it to the electrical grid and raw water transmission system. Scope of Work: (for a maximum of 4 test holes) Testing, Analysis and Report Test Hole Drilling 10% Contingency $41,970 $18,600 $6,057 Total $66,627 STAFF RECOMMENDATION: Approve Resolution 2023-07-04 North Well Test Holes _r c)vfm of II r II:::7 6,727x x 0 I: ^ ) 804,12 ofiRce9 tl P .., ° fl. 8 fl dud; '1.,...)".70.:"..7.2.6.-55.1....3, ),N711ivw fr asercogtly r a( 0: tl IDfr.° HRS WATER CONSULTANTS, INC. 8885 West 14th Avenue Lakewood, CO 80215 (303) 462-1111 FAX (303) 462-3030 Email: mpalumbo@hrswater.com Mark R. Palumbo Principal Hydrologist June 21, 2023 Mr. Lucus Seffens Town of Fraser P.O. Box 370 Fraser, CO 80442 Delivered via email: lseffens@town.fraser.co.us Consultants in Water Resources & Hydrogeology 900 Re: Alluvial Test Hole Project - Agreement for Hydrogeologic and Water Supply Consulting Services Dear Mr. Seffens, In response to our recent discussions, HRS Water Consultants, Inc. ("HRS") is pleased to present this proposal and letter -agreement to perform the following scope of work ("SOW") related to the Town of Fraser's ("Fraser" or "Town") alluvial test hole project. It is our understanding that Fraser wants to perform this alluvial test hole project for the installation of two alluvial production wells. We have discussed this project with you and developed hydrogeologic information for the area. This letter -agreement presents our proposed SOW, the estimated costs, and schedule. Also included as part of this letter agreement is a copy of HRS' 2023 rate schedule (Exhibit A) and Standard Terms and Conditions (Exhibit B). Proposed Scope of Work This SOW includes specific task items related to installation and analysis of alluvial test holes. The overall goal of this project is to identify two alluvial production well locations for the Town. Phase 2 work will include the installation of one alluvial production well and Phase 3 work will include the installation of the second alluvial production well. Separate SOWs will be prepared for Phase 2 and Phase 3work. Specific Phase 1 project tasks are described below. Mr. Lucus Seffens June 21, 2023 Page 2 Phase 1 Scope of Work Phase 1 project work includes the following tasks. - Determine Test Hole Locations - Drilling Contractor and Division of Water Resources Coordination - Test Hole Installations - Analysis of Test Hole Results and Conclusions - Meetings and Coordination - Phase 1 Report Task 1 Determine Test Hole Locations There are currently seven operational wells in the Fraser wellfield. Two well sites, No. 3a and No. 4 are currently inactive. In our previous wellfield work, HRS identified potential well sites on the Victoria Village property. Work in this task will finalize two Victoria Village well site/test hole locations. The anticipated test hole locations will be in the Victoria Village area in the vicinity of wells 7, 8, and 9. You have also identified two additional test hole locations within the Town. This first phase of work will evaluate these sites as test hole locations. This task will also includes a site visit to each of the four test hole locations and preparation of a test hole locations figure. Task 2 Drilling Contractor and Colorado Division of Water Resources Coordination This task will include coordination with the well drilling contractor and the Colorado Division of Water Resources. HRS will describe the test hole to be completed and obtain cost estimates from at least two drilling contractors. We will select the drilling contractor and coordinate with them before, during, and after the test hole work. The SOW letter includes an approximate drilling contractor cost estimate of $18,600. HRS will also coordinate with the Colorado Division of Water Resources for the required test holes approval and posttest holes reporting. Task 3 Test Hole Installations This task includes the test hole installations. Four days will be scheduled to complete the four test holes. The purpose of each test hole is to determine the depth to bedrock, the alluvial lithology, and the depth to ground water. HRS personnel will be onsite during the test hole drilling to observe and record the test hole results. This SOW assumes that Fraser will stake the test hole sites and call in their locates request. Mr. Lucus Seffens June 21, 2023 Page 3 Task 4 Analysis of Test Hole Results and Conclusions This task will develop the results and conclusions of the Task 3 test hole work. The test hole sites will be ranked with respect to their hydrogeology, well production potential, and location with respect to existing Fraser wells. This ranking will result in determining the preferred municipal well location. Task 5 Meetings and Coordination This task includes three project meetings and meeting preparation time. It includes time for one in person meeting in Fraser and two virtual meetings. This project will be coordinated with you and with the Town's water attorney on an as needed basis. Task 6 Phase 1 Test Hole Report A Phase 1 draft report will be prepared for Fraser's review. The draft report will describe the work performed and include all the test hole information including lithology, depth to bedrock, depth to groundwater, saturated aquifer thickness, and a test hole and Fraser well location figure. After your draft report comments are received a final report will be prepared and submitted. Estimated Project Cost Work for this project will be performed on a time and material basis. The estimated cost for HRS to perform Phase 1 is $41,970. The approximate drilling contractor cost is $18,600. The total approximate project cost is $60,570. Rates used to calculate the costs are listed in our 2023 rate schedule (Exhibit A). Direct costs are all charges other than labor charges incurred directly for the project. Schedule The Scope of Work as described in this letter agreement shall begin immediately after HRS Water Consultants, Inc. receives a signed copy of this letter -agreement or after a contract with Fraser is executed. The signed letter or contract will be our Notice to Proceed for the agreed - upon services. The current plan is to complete this project this year and install the test holes in the fall or sooner. The first availability of a drilling contractor may be in October. Any delays beyond our control may require adjustment to this schedule. All work will be performed in accordance with HRS Water Consultants Standard Terms and Conditions (Exhibit B, attached). If the scope of work, cost estimate, and schedule described meet with your approval, and you wish us to proceed with the work, please sign and return one copy of this letter -agreement. The undersigned agrees to the terms as written in this Letter Agreement and the attached rate schedule and Terms and Conditions. Mr. Lucus Seffens June 21, 2023 Page 4 We look forward to the opportunity to work with you on this project. Please call us if you have any questions or comments on the proposed scope of work/agreement. Very truly yours, HRS WATER CONSULTANTS, INC. Steven K. Barrett Principal Hydrologist Mark R. Palumbo Principal Hydrologist Enclosures: Rate Schedule (Exhibit A) Terms and Conditions (Exhibit B) Accepted by: Signature Name Title Date H:Mark Palumbo l Clients \Test Holes 2023/Test Holes_HRS Proposal 6-9-23 Mr. Lucus Seffens June 21, 2023 Page 5 Exhibit A HRS WATER CONSULTANTS, INC. 8885 West 14th Avenue Lakewood, Colorado 80215 303-462-1111 www.hrswater.com CONSULTANTS IN HYDROGEOLOGY AND WATER RESOURCES RATE SCHEDULE Effective January 1, 2023 Personnel Rate per Hour Principal Hydrogeologist/Hydrologist/Engineer $ 230.00 Senior Hydrogeologist/Hydrologist/Engineer $ 205.00 Hydrogeologist/Hydrologist/Engineer $ 185.00 Staff Hydrogeologist/Hydrologist $ 160.00 Technician $ 115.00 Administrative $ 85.00 Vehicle: $ .66 per mile Terms of Payment: All accounts will be billed on a monthly basis. Payment is due thirty (30) days after date of billing unless otherwise agreed to in writing by HRS. A finance charge of 1 1/2% per month may be charged to overdue accounts not paid within 30 days of the invoice date. Mr. Lucus Seffens June 21, 2023 Page 6 HRS Water Consultants, Inc. Exhibit B Standard Terms and Conditions 1. SCOPE HRS Water Consultants, Inc. (HRS) agrees to perform the services described in the Scope of Work attached hereto which incorporates these terms and conditions. Unless modified in writing by the parties hereto, the duties of HRS shall not be construed to exceed those services specifically set forth in the proposal. These terms and conditions and the proposal, when executed by Client, shall constitute a binding agreement on both parties (hereinafter the "Agreement"). 2. COMPENSATION Client agrees to pay for the services in Paragraph 1 in accordance with the compensation provisions in the proposal. Payment to HRS will be made within 30 days after the date of billing. Interest on the unpaid balance will accrue beginning on the 31st day at the maximum interest rate permitted by law. Time -related charges will be made in accordance with the billing rate referenced in the proposal or Agreement. Direct expenses and subconsultant services shall be billed in accordance with the proposal or compensation exhibit attached to this Agreement. Otherwise, HRS's standard billing rates shall apply. 3. RESPONSIBILITY STANDARD OF CARE. HRS is employed to render a professional service only, and any payments made by Client are compensation solely for such services rendered and recommendations made in carrying out the Work. HRS shall perform the services in accordance with generally accepted engineering practices and standards in effect when the services are rendered. HRS does not express or imply any warranty or guarantee its services. RELIANCE UPON INFORMATION PROVIDED BY OTHERS. If HRS's performance of services hereunder requires HRS to rely on information provided by other parties (excepting HRS's subconsultants), HRS shall not independently verify the validity, completeness or accuracy of such information unless otherwise expressly engaged to do so in writing by Client. The presence of HRS's personnel at a construction site shall be for the sole purpose of determining that the work is generally proceeding in conformance with the intent of the project specifications and contract documents and does not constitute any form of guarantee or assurance with respect to contractor's performance. HRS shall have no responsibility for the contractor's means, methods, techniques, sequences, for safety precautions and programs incident to the contractor's work, or for any failure of contractor to comply with laws and regulations applicable to performing its work. 4. INDEMNIFICATION HRS agrees to indemnify, and hold Client harmless from any liability arising out of the negligent acts, errors or omissions of HRS or anyone for whom HRS is legally liable in the performance of duties under the Agreement. Regardless of any other term of this Agreement, in no event shall HRS be responsible or liable to the Client for any incidental, consequential, or other indirect damages. 5. LIMITATION OF LIABILITY In recognition of the relative risks and benefits of the Project to both the Client and HRS, the risks have been allocated such that the Client agrees, to the fullest extent permitted by law, to limit the liability of HRS to the Client for any and all claims, losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorney's fees and costs, so that the total aggregate liability of HRS to the Client shall not exceed $20,000.00, or HRS' total fee for services rendered on this Project, whichever is greater. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising, unless otherwise prohibited by law. 6. INSURANCE HRS shall maintain during the life of the Agreement the following minimum insurance: Mr. Lucus Seffens June 21, 2023 Page 7 a. Commercial general liability insurance, including personal injury liability, blanket contractual liability and broad form property damage liability. The combined single limit for bodily injury and property damage shall be $1,000,000. b. Automobile bodily injury and property damage liability insurance covering owned, non -owned, rented, and hired cars. The combined single limit for bodily injury and property damage shall be $1,000,000. c. Statutory worker's compensation and employers' liability insurance as required by state law. d. Professional liability insurance with limits of $1,000,000 each occurrence and in the aggregate. 7. SUBCONTRACTS HRS shall be entitled, to the extent determined to be appropriate by HRS, to subcontract any portion of the Work to be performed under this Agreement. 8. INTEGRATION These terms and conditions and the proposal to which they are attached represent the entire understanding of Client and HRS as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters covered herein. The Agreement may not be modified or altered except in writing signed by both parties, provided further that any terms and conditions in any client authorization or purchase order issued in connection or under the Agreement which are inconsistent with the Agreement are hereby superseded and shall be of no force and effect. 9. CHOICE OF LAW/JURISDICTION This Agreement shall be administered and interpreted under the laws of the state of Colorado. Jurisdiction of litigation arising from the Agreement shall be in Colorado. 10. SEVERABILITY If any part of the Agreement is found unenforceable under applicable laws, such part shall be inoperative, null and void insofar as it is in conflict with said laws, but the remainder of the Agreement shall be in full force and effect. 11. FORCE MAJEURE HRS shall not be responsible for delays in performing the scope of services that may result from causes beyond the reasonable control or contemplation of HRS. HRS will take reasonable steps to mitigate the impact of any force majeure. 12. NO BENEFIT FOR THIRD PARTIES The services to be performed by HRS hereunder are intended solely for the benefit of Client, and no right nor benefit is conferred on, nor any contractual relationship intended or established with any person or entity not a party to this Agreement. No such person or entity shall be entitled to rely on HRS's performance of its services hereunder. 13. WORK PRODUCT HRS and Client recognize that HRS's work product submitted in performance of this Agreement is an Instrument of Service, and is intended only for the Client's benefit and use. Change, alteration, or reuse on another project by Client shall be at Client's sole risk, and Client shall hold harmless and indemnify HRS against all losses, damages, costs and expense, including reasonable attorneys' fees, arising out of or related to any such unauthorized change, alteration or reuse. 14. SUSPENSION OF WORK Work under this Agreement may be suspended as follows: a. By Client. By written notice to HRS, Client may suspend all or a portion of the Work under this Agreement if unforeseen circumstances beyond Client's control make normal progress of the Work impracticable. HRS shall be compensated for its reasonable expenses resulting from such suspension including mobilization and de -mobilization. If suspension is greater than 30 days, then HRS shall have the right to terminate this Agreement in accordance with Paragraph 15, Termination of Work. Mr. Lucus Seffens June 21, 2023 Page 8 b. By HRS. By written notice to Client, HRS may suspend the Work if HRS reasonably determines that working conditions at the Site (outside HRS's control) are unsafe, or in violation of applicable laws, or for other circumstances not caused by HRS that are interfering with the normal progress of the Work. HRS's suspension of Work hereunder shall be without prejudice to any other remedy of HRS at law or equity. 15. TERMINATION OF WORK This Agreement may be terminated as follows: a. By Client (a) for its convenience on 30 days' notice to HRS, or (b) for cause, if HRS materially breaches this Agreement through no fault of Client and HRS neither cures such material breach nor makes reasonable progress toward cure within 15 days after Client has given written notice of the alleged breach to HRS. b. By HRS (a) for cause, if Client materially breaches this Agreement through no fault of HRS and Client neither cures such material breach nor makes reasonable progress toward cure within 15 days after HRS has given written notice of the alleged breach to Client, or (b) upon five days' notice if Work under this Agreement has been suspended by either Client or HRS in the aggregate for more than 30 days. c. Payment upon Termination. In the event of termination, HRS shall perform such additional work as is reasonably necessary for the orderly closing of the Work. HRS shall be compensated for all work performed prior to the effective date of termination, plus work required for the orderly closing of the Work. 16. NOTICES All notices required under this Agreement shall be by personal delivery, facsimile, electronic mail or regular mail to the HRS Project Manager and to the person signing the proposal on behalf of the Client, and shall be effective upon delivery to the addressee stated in the proposal. 17. CORPORATE PROTECTION It is intended that the parties to this Agreement that the Consultant's services in connection with the Project shall not subject the Consultant's individual employees, officers or directors to any personal legal exposure for the risks associated with this Project. Therefore, and notwithstanding anything to the contrary contained herein, the Client agrees that as the Client's sole and exclusive remedy, any claim, demand or suit shall be directed and/or asserted only against the HRS Water Consultants, Inc., a Colorado corporation, and not against any of the Consultant's individual employees, officers or directors. TOWN OF FRASER RESOLUTION NO. 2023-07-08 A RESOLUTION APPROVING A PARTIAL REDUCTION IN THE SURETY PURSUANT TO THE CONSTRUCTION GUARENTEE AGREEMENT (CGA) FOR KOSELIG ON MAIN WHEREAS, 406 Zerex, LLC and the Town of Fraser entered into a CGA, Reception #2022008495, to ensure completion of certain infrastructure and which CGA provides for reductions in surety requirements; and WHEREAS, substantial completion of the water and sewer infrastructure has been achieved, a surety reduction to $203,506.25 is appropriate in accordance with the attached amended CGA. NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Town Board of Fraser, Colorado hereby authorizes a partial reduction in the surety required under the terms of Koselig on Main amended CGA from $489,512.50 to $203,506.25. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS DAY OF 2023. Votes in favor: Votes opposed: Abstained: (S E A L) BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Mayor ATTEST: Town Clerk FIRST AMENDMENT TO CONSTRUCTION GUARANTEE AGREEMENT This FIRST AMENDMENT TO CONSTRUCTION GUARANTEE AGREEMENT ("Amendment") is made and entered into this day of July, 2023, by and between 406 Zerex LLC, whose address is 5303 E. Evans Ave., Suite 306, Denver, CO 80222 ("Developer"), and the Town of Fraser, a municipal corporation of the State of Colorado, whose address is 153 Fraser Avenue, P.O. Box 370, Fraser, CO 80442 ("Fraser" or "Town"). Recitals: A. Developer and Fraser entered into a Construction Guarantee Agreement, dated July 26, 2022 ("CGA"). B. The last sentence of paragraph 4 of the CGA provides that "Developer shall maintain such security in full force and effect during the entire period of construction of the improvements provided in the Development Plans and the duration of the warranty period provided in Paragraph 5 hereof." C. Fraser desires to add the following sentence to the end of paragraph 4 of the CGA: "Notwithstanding the foregoing, Developer may request and Fraser may consider reducing the security required herein to an amount no lower than 20% of the total security amount required herein." Amendment: NOW, THEREFORE, Fraser and Developer agree as follows: 1. The Recitals set forth above are hereby incorporated into the Amendment. 2. The following sentence is added to end of Paragraph 4 of the CGA: "Notwithstanding the foregoing, Developer may, request and Fraser may consider reducing the security required herein to an amount no lower than 20% of the total security amount required herein." 3. The security under the CGA is hereby reduced from $489,512.50 to $203,506.25, which amount exceeds 20% of the total amount of surety originally required under the CGA. 4. Unless modified by this Amendment, all other terms, provisions, conditions and obligations under the CGA remain in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed this Amendment effective as of the day and year first written above. FRASER: TOWN OF FRASER, A municipal corporation of the State of Colorado By: Philip Vandernail, Mayor ATTEST: By: Antoinette McVeigh, Town Clerk DEVELOPER: 406 ZEREX, LLC, a Colorado limited liability company By: Greg Bechler, Managing Member WINTER PARK FILM FESTIVAL Dear Town of Fraser, On behalf of the Winter Park Film Festival and the Grand Foundation, we would be grateful and very appreciative if the Town of Fraser would be a Gold Title Sponsor for the 1st Annual Winter Park Film Festival, held September 8--9, 2023 at the Foundry Cinema Sc Bowl in Fraser. Recognition and signage will be given at the event where your logo will be featured. This event provides a unique opportunity to promote your brand to a broad spectrum of businesses, corporate partners, and individuals who represent the local community, the front -range, and around the state of Colorado. The Winter Park Film Festival aims to generate a community that embraces the inclusion of different cultures and rural communities through motion picture. Escape to the breathtaking beauty of Winter Park Film Festival! Our festival is a celebration of the best and brightest in independent cinema, set against the stunning backdrop of majestic peaks and pristine wilderness of the continental divide. Winter Park Film Festival aims to honor and highlight unique contributions to filmmaking from a wide variety of communities and film subjects. By encompassing a vast array of demographics it generates a global inclusion among creative film makers, action sports stars, disabled individuals, youth, social media influencers, and the public all within the same event. We hope that through this event we can share the love and creativity of watching and making films. We would like to secure your 2023 Winter Park sponsorship this month. Also, for your contribution to the festival, we would like to extend 8 full day event tickets, stage and marketing mentions, 10 keynote speaker tickets, and much more for the Town of Fraser. If you have any questions regarding the event and the sponsorship opportunities, please feel free to give either one of us a call. Hope you are able donate and join in the festivities this year! Regards, Connor Nelson Festival Director Parks Thomson Sponsorship Director Grand Foundation 1 P.O. Box 1342 1 Winter Park, CO 80482 1 970.887.3111 LL.JL() 11 CI) w r iricTusion of different itrn makers, in e sane event We hope and making films: 'lie Team. Co►uwr Weldon, 1 reativat Director Connor Nelson grew up in Winter Park, Colorado. Between the ages of 14 and 23, he was a professional freeskier for Atomic Skis, Giro, and Winter Park Resort. Connor started his film career at a young age, carrying his camera to the ski slope and collecting footage of himself and his friends . Connor currently resided in Los Angles as a Director of Photography working on commercial and documentaries . Even though Connor no longer lives within the Fraser Valley, he is deeply rooted within the c ommunity and will always call Winter Park his home. His mother and Fraser's former mayor, Peggy Smith, and his father, Peter Nelson, an architect, still live in the Fraser Valley. Connor wishes to highlight this special place thr ough the art of storytelling and cinema, and he identifies a film festival to be the perfect outlet to accomplish this. Connor is an upbeat, down-to-earth person who is always looking for the next big adventure. Parka Thomson . 1 Sponaorahip Director Parks Thomson grew up in Fraser/Winter Park, Colorado . His undying l ove for music and film began early in life . He has directed and produced many music videos and documentaries since then and is a main contributor to the Winter Park Film Festival. As an avid entrepreneur, he owns an e -bike delivery and rental service. Parks can often be found sipping a cup of Rocky Mountain roasted coffee he owns and operates with his family. M ountain living and extreme skiing have always been a part of his lifestyle. a�!4M AIIoW • (peaH) JaneJi ess!ae!N • aunt Tummy (peaH) ueau a8 gsof . t yodv'uo pp egwnsw Ja}!uuar uo uue8 /qu ay . (peaH) :gwnl1l llouS . e 111111111111111111 11111111111111111 111111111111111111111111 1111111 1111111 L 111111111111111111111 E 0 Q) {J o (13 N Z Q Q CL co cO ~ 1- 1- L c _ P O -� O 0 O O v U —I E o � i w L aJ Imo- co c Rs 4 ca 'ti a) CO �� EN co ? E E ( E rn , rn E E � E ca 0 0_ N. to • • • E pec2 °d eemed fiti4. • This year we expect 200 film submission between the 8 different categories. • Our anticipated attendance is anyw here from 200 -1,000 individuals. • We plan on creating a grant that gives back to the the local comm unity. • We plan on having a fun first year. • We plan on doing this event again and again but better each year. Exi ee&ece grow 1, in, 70 cyear& • We expect to have 5,000 plus films sub mitted . • Winter Park Film Festival will grow any where fro m 3,000-10,000 plus attendees . • Winter Park Fil m Festival will be one of the pre mier fil m festivals in Colorado. • We want to create a grant that gives back to film makers with disabilities . • Winter Park Fil m Festival helps mentor youth within the valley and Colorado in film by creating grants or workshops that locals can attend. ogol INI 10 INMINNIONolly § e4 spate,. Todd SChlopv - A list 1St AC IMBD CREDITS (Not all are Listed) Ski Patrol —1990 Air Force One -1997 The Parent Trap —1998 Spider Man — 2002 Seabiscuit — 2003 National Treasure — 2004 Mr . & Mrs . Smith — 2005 The Dukes Of Hazzard — 2005 Transformers — 2001 Wanted — 2008 The Revenant — 2015 The Highway men - 2019 • The w inner of the Action Sports Films category will win a pair of skis from Colorado's most custom ski company. tr,C). 3 d'(,), 3 a 4' r 971(:).:"72E.:;-5,1)")3... tax. "7:26-551.8 ,177lW6:v71p 377(2,228) ar R d: t"d';33p"q c ENV„ ' N, w cil BOARD OF TRUSTEES Date Prepared: July 12, 2023 STAFF REPORT & REQUEST FOR BOARD ACTION Meeting Date: July 19, 2023 RE: Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plats To: Town of Fraser Board of Trustees From: Will Charles, AICP, Baseline Project Number: TF-22-07 Project Location: Near the corner of Old Victory Road and Highway 40 Applicant: Grand Park Development, LLC Property Owner: Grand Park Development, LLC Zoning: Grand Park PDDP CC: Michael Brack, Fraser Town Manager 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 Elk Creek Condos — planning area 4w.1. 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 4W is listed at approximately 11.2 acres. The proposed FPDP is the second phase in planning area 4W and includes plans for 4.09 acres. The first phase of development was previously approved and construction will be completed soon. In March of 2022, the Final Planned Development Plan and Preliminary Plat for 4W.1 was brought before Planning Commission. At that time, the Preliminary Plat was approved with conditions, most of which involved corrections to be made to the FPDP before the Final Plats could move forward. A condition of the Preliminary Plat was that the "Applicant shall resubmit for review and approval all final plat and final plan & site plan documents. This development application shall be scheduled for Planning Commission once these conditions have been addressed". Due to this condition, the FPDP is being brought before the Planning Commission at the same time as the Final Plats. Additionally, the proposed Final Plats would subdivide the subject property into five lots for multi -family condominium units. On May 24, 2023 the Final Plats and FPDP were brought before the Planning Commission at their regular meeting. All items were recommended for approval with conditions. The conditions placed on the approval were: Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 1 of 9 F,C„)II Jp � E3(..„:„1,„:( �� � 0 R "i�:� � �-" W ryry�� yy pp I J �y I� d X q y y q 'ry p y p „ .. r Y -Y -P I p0 ,4 u!;� N O �VI fif„. � �Y N,.P' I �ry 1 gY�il„P.� N fl N L'��.iiY'i 9""1l % Y ulo4'4�N"q'rvgR .I.�A Ni , u �LY r°�, '6,1v,„/0",,v. Ip"uYSer" Y.dptl c �1 jK R A A O 1. The applicant shall address Referral Agency Comments from: a. Whitmer Law Firm — Dated April 19, 2023 b. Merrick Engineering — Dated April 20, 2023 2. The applicant shall provide a written response to each referral comment. 3. The applicant shall revise and resubmit for review and approval all final plat and final plan documents according to agency referral comments. This development application shall be scheduled for Town Board once these conditions have been addressed. The applicant resubmitted documents after the Planning Commission meeting, and the issues noted below remain unresolved. 1. A determination of the boundary of the conservation easement that runs along the western edge of the property. 2. An updated engineer's opinion of probable cost for the public improvements required for the project. 3. Minor clarifications and changes as noted in the referral comment sheet dated July 11, 2023 related to a temporary drainage easement. Additionally, during the Planning Commission meeting, planning area boundaries and density transfers were discussed due to a referral comment in Whitmer Law Firm's April 19, 2023 letter. After review and discussion, staff agrees with the applicant's interpretation that the planning area boundaries shown on the approved PDDP can be modified as part of the FPDP process as long as densities, including any density transfers, adhere to the PDDP. LOCATION MAP Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 2 of 9 PC) E3(.ur 3":7O, �' 4'i" "� (":„A„'",) opffik e 97(:).-"72(1-51)"):::1„. "fax 97(„) 7:I� 6 r'":"11. c ZONING & LAND USE The property is zoned Planned Development (PD) and regulated by the Grand Park PDDP. Planning area 4W allows for 100 residential units, and the property owner has utilized density transfers from other planning areas to bring the total allowed density to 130 for the planning area. The FPDP proposes 46 residential units and 84 were approved and constructed in the first phase. Approval of this project would bring the total units in the planning area to 130 units. 4W Phasing Map 20' DAN M1VACSF. d —0.70,1 10 MA, RLC MT? flf{�,ILEAr' ENSF',F1 Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 3 of 9 I0 EX007107103. C,0,1171A„E EASEMENT EC:. 2021005702 fo 11 �+ �W ( R, a �' 4 "r" Y Y P a(., ,1 o p I�,:�� k„ 2 97(77172(1254.7"71.1. '�;x d °u L' a 8 i Nr, '4f u r d." tdarpq u �tli� u �� I c' .d�w x�N.n.iD 4W.1 Site and Landscape Plan c FINAL PLANNED DEVELOPM ENT PLAN CONDOS AT ELK CREEK LEGEND PLANNING. AREA 4W.1 I ED IN btC,1101,1 PARKING, LANDSCAPING, LIGHTING & SNOW STORAGE The project consists of 4 condominium buildings, containing 10 one -bedroom units, 24 two -bedroom units, and 12 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 70 parking spaces are required for this development, and 80 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 35% 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, and an interior parking lot crossing. 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 45%. The setbacks are 10' front yard, 6' side yard, and 10' rear yard, and the proposal meets these setbacks. Additionally, the max height for the structures will be 45'. Architectural elevations are not required during the FPDP phase of the project, therefore max height will be reviewed during building permit review. Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 4 of 9 11 o1sNidn f""naser u d Y I t P p O R,, a r ', a p d 71.,;N `N(1 5,11")i tax °Y7'„ "d "°6 dre„n.i c 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 July 6, 2023. Planning staff recommends that these comments be resolved by the applicant as a condition of approval of this project. REFERRAL The final plat and final planned development plan were referred and reviewed five times. The final round of review was sent on June 23, 2023. Referral comments, including redline comments on the final plat and final planned development plan set, were combined into a memo titled TF-22-07 Referral Comment Sheet and dated July 11, 2023. Prior to the Board of Trustees meeting, the applicant was required by Planning Commission to continue to try and address the three outstanding issues stated in the conditions of approval. The applicant resubmitted documents after the Planning Commission meeting and the outstanding comments remaining are related to engineering cost estimates, the conservation easement boundary, and a few minor engineering comments. 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. Proof of notice for the Planning Commission hearing are included in the Board of Trustees packet. - Newspaper: Published in the Middle Park Times on May 11, 2023 - Mailed letter: Sent by certified/return receipt mail on May 8, 2023 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-22-07 Referral Comment Sheet dated July 11, 2023. 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 The proposed subdivision meets the conditions to be considered a major subdivision. The proposed final plat would subdivide the parcel into 5 lots. Additionally, the plat contains future public improvements as part of the proposed development. Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 5 of 9 11 o1sNidn f""naser u d Y I t P p O R,, a r ', a l"V'pa ' p d 71.,;N `N(1 5,11")i tax °Y7'„ "d "°6 dre„n.i c 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. Sec. 19-3-225 — Preliminary Plat 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. Comment The Preliminary Plat was approved on March 23, 2022 and the Final Plat was submitted on October 5, 2022. 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 Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 6 of 9 11 o1sNidn u d u d Y I t P p O R,, a r ', YY iad ,N ':,� a i"V'pa ' p d ",1.,;N `N(5 5,11")i tax ° 7„ "d ;"°6 dre„n.i c 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-22-07 Referral Comment Sheet, dated July 11, 2023. 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. 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. Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 7 of 9 11 o1sNidn f""naser u d Y I t P p O R,, a r ', a p d 71.,;N `N(1 5,11")i tax °Y7'„ "d "°6 dre„n.i Sec 19-2-150 Final Planned Development Plan a) Existing approved FPDPs may be completed pursuant to their approved terms. c Comment This area does not have an approved FPDP, so this section does not apply. 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-22-07 Referral Comment Sheet, dated July 11, 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 46 multi -family residential dwelling units on 4.09 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 July 6, 2023. 2. The applicant shall address Referral Agency comments from Whitmer Law Firm dated April 19, 2023, including comments related to title work and the conservation easement boundary. 3. The applicant shall submit a revised engineer's estimate of probable cost for required public improvements for review and approval by the Public Works Director. Attachments: 1. Resolution 2023-07-03 Approving Final Plats and Final Planned Development Plan for Elk Creek Condos Planning Area 4w.1 2. Application Form Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 8 of 9 II p) q "i�:� � �-" W y p q y yy �p F,C E3rur „3".":17(), .. r I�Y�� Ip0 �4u!;�...�. N o ,p l�,:� QN � �d+��,.b' 1 ��h "Ys�;,I.�N I g cv�,',w; °9"+!w p Y „„;,1!'„b-1).5„.11...8 Ni u �LY r°�, ,I,„vmhm. Np"aSer" SI. c �1 jK R A A O 3. Cover Letter 4. FPDP 5. 4W.1 Lot 8 Final Plat 6. 4W.1 Lot 9 Final Plat 7. 4W.1 Lot 10 Final Plat 8. 4W.1 Lot 11 Final Plat 9. 4W.1 Lot 12 Final Plat 10. TF-22-07 Referral Comment Sheet 11. Construction Drawings 12. Drainage Report 13. Density Transfer Chart 14. 2005 Grand Park Planned Development District Plan 15. FPDP Checklist 16. Final Plat Checklist 17. Engineer's Opinion of Probable Costs 18. PC Resolution 2023-05-01 Approving Final Plat and Recommending Approval of Final Planned Development Plan for Elk Creek Condos Planning Area 4w.1 Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 9 of 9 FRASER BOARD OF TRUSTEES RESOLUTION NO. 2023-07-03 A RESOLUTION APPROVING FINAL PLATS AND A FINAL PLANNED DEVELOPMENT PLAN FOR A RESIDENTIAL DEVELOPMENT KNOWN AS ELK CREEK CONDOS PLANNING AREA 4W.1, LOCATED NEAR THE CORNER OF OLD VICTORY ROAD AND HIGHWAY 40, DESCRIBED AS A PARCEL OF LAND LOCATED IN THE SW 1/4 OF SECTION 20, 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 May 24, 2023, 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 46 multi -family residential units within the Grand Park planning area 4w.1; WHEREAS, at the regular meeting of the Fraser Board of Trustees held on July 19, 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 4w.1; 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 Elk Creek Condos Planning Area 4W.1 subject to the following conditions: 1. The applicant shall address Referral Agency comments from Merrick Engineering dated July 6, 2023. 2. The applicant shall address Referral Agency comments from Whitmer Law Firm dated April 19, 2023, including comments related to title work and the conservation easement boundary. 3. The applicant shall submit a revised engineer's estimate of probable cost for required public improvements for review and approval by the Public Works Director. APPROVED AND ADOPTED THIS 19TH DAY OF JULY, 2023. FRASER BOARD OF TRUSTEES Chairman ATTEST: Town Clerk PROJECT NAME: DATE RECEIVED: c A 'D 13 ' LAND USE APPLICATION FORM APPLICATION FEE: [TYPE OF APPLICATION HEARING DATE (' Annexation, Zoning,Concept Plan C Change of Zone C Conditional Use fa Final Plat CAs Built Plat C Planned Unit Development C Site Plan C Sketch Plan C Vacation of Street or Easement C Variance C Final Planned Development Plan PROJECT INFORMATION Applicant's Name: Grand Park Development LLC Address: PO BOX 30, WINTER PARK, CO 80482 Existing Location: Relation to Property Owner:owner Project Location: Phone/Fax: � ..: Print For C Development Permit C Minor Subdivision Plat C, Preliminary Plat C Subdivision Exemption C Other Johns Drive between Old Victory Road and Proposed Zoning: Legal Description of Property (lots, blocks, tracts, subdivision name, or metes & bounds - attach additional sheet, if necessary): SEE ATTACHED Total Acreage of Property under Consideration Number of Existing Residential Lots: Type of Housing Proposed: MULTI -FAMILY Number of Existing Commercial Lots: ADDITIONAL CONTACTS Property Owner: Address: GRAND PARK DEVELOPMENT PO BOX 30 City/State/Zip WINTER PARK, CO 80482 1Phone/Fax: 970-726-8600 Number of Proposed Residential Lots: Number of Proposed Commercial Lots: (Consultant: MTERRACINA DESIGN���q„ 46 UNITSON4LOTS Address: 10200 E GIRARD AVE. BLDG A, STE 314 City/State/Zip: DENVER, CO 80231 Phone/Fax: 303-632-8867 BRIEF DESCRIPTION OF DEVELOPMENT: DEVELOPMENT OF 46 CONDOMINIUM UNITS AND 46 DETACHED GARAGES ON 4 LOTS. The .....T...own of Fraser .........._...� requires h pp t���.o...................._.._.pay ��....._..,._...._.���.ww��o.o.o.o....................��....._......_....�_v.. ........._..._:.��.,..,............000.........._�.......�_...........................,........... e all Town's general application policies set forth in Section f and costs relating to this application, as provided in 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. IIII RTIIIII IIII hereby rm l mil r mr Oka m my m full [legal a «pack. to authorize fle fiiingwf this dlipticatim e o ti that ail infemichiecana exhibits it herewith submitted are true and correct t m he bear of rug Dl m'mmm~m Water The Authorized' i,os it i m natant for To n ail investigations of Use a m�mim m� , "�!m, "'party '� wur°iiu�m �r�mm"m,�ml murmmmms �Fraser �umm„m �sUauimlm�m m� make �, gym. IU�m�i�uum�ulll"�1�,.. inspections m. � w. - . i � �mm and � rstan net all materials ri l lrl� fees required a neTow n of Fraser imust the m l mminitte lmi��k° a Il�;y °m mmu m ltOda iercal ucess µ . Authorized Signature: Sec. 1-3-70. General application policies. Date: 9l,2, 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 attorneys 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. Grand Park 4w.1 Final Plat and FPDP a. Plan Intent and Goals The Final Plat and FPDP for Grand Park 4w.1 is for the development of 46 multi- family residential homes within the existing neighborhood. Located near the corner of Old Victory Road and Hwy 40. A nearby bus stop on Old Victory Road will give residents access to the surrounding areas. The buildings are oriented to take advantage of the views of Byers Peak. b. Integration The parcel is bound by multi -family housing in 4W to the east, Meyer Lot 2 to the north, and Elk Creek to the south and west. This location is an excellent location for mixed use development given its proximity to existing multi -family and transition to commercial uses along US40. c. Impacts to Neighboring Properties Surrounding properties include commercial properties to the north all of which access US 40 from Old Victory Rd, John's Drive and CR72. The construction of these homes will not cause any access issues to the commercial sites. Once developed, the residents will provide additional business for the surrounding commercial. The multi -family in 4W will not be negatively impacted by this development. The proposed plan is located in an area that does not block views from the existing condos. Parking for the proposed multi -family will be adequately parked on the proposed site and no cross over parking will be allowed. Existing Elk Creek SFD homes are to the south and are buffered by the Elk Creek floodplain and Elk Creek setbacks. d. Natural Systems The design of the neighborhood is responsive to site features including natural topography to minimize disturbance to the land while maximizing views. A floodplain for Elk Creek exists on the site and will not be disturbed. e. Code Conformance The proposed Preliminary Plat and FPDP for Planning Area 4W.1 conforms to the approved PDDP and meets the requirements for FPDP and Final Plat submittal. The following identifies conformance to the Town of Fraser PDDP and subdivision ordinance. 1. Land Use. Planning Area 4W in the Grand Park PDDP allows 100 residential units with an allowed 30% maximum transfer increasing the allowed units to 130. There are currently 84 units in 4W with 46 remaining. The 30 transfer units will we from: (27 units from 3wa) and (3 units from 5w). The proposed plan has 46 units in 4W.1 for a gross density of 11.35 DU/AC. 2. Open Space. The PDDP requires 10% open space for the 4w parcel. The required open space is 0.405 acres for 4W.1. 1.8 acres of open space has been provided. 3. Roadway Standard. The plan shows Johns Drive connecting from Old Victory Road to County Road 72. The proposed road section shows on - street parking on both sides of the street within a 60' access easement. 1 Grand Park 4w.1 Final Plat and FPDP 4. Building Setback. The setbacks comply with the Grand Park PDDP. 5. Building Height. The multi -family units will have a maximum height consistent with the PDDP. f. Utilities 1. Utility plans have been provided showing connections to surrounding water and sewer services. Refer to Civil Construction Plans. 2. Drainage plans are provided showing on -sit detention and off -site outfalls into Elk Creek. Refer to Civil Construction Plans. g. Comprehensive Plan Conformance 1. Community - The plan protects the natural features within the site such as Elk Creek, the Elk creek corridor will remain in its natural state. The plan is also providing much needed additional housing to the community. 2. Managing Growth - The proposed location is the next logical place within Grand Park and Fraser for growth to happen. It is located near US40 and is surrounded by existing development an infrastructure. 3. Local and Regional Challenges - This project will help construct additional infrastructure needed in the area such as the John's Drive connection from near Murdoch's to Old Victory Road. 4. Transportation - The extension of John's Drive allows for a paved access route for the Lift Bus connection to Old Victory Road. 5. Open Space and Recreation - Open Space Requirements are significantly exceeded, in addition to preserving the Elk Creek Corridor. 6. Land Uses - Per note e. above the plan meets all land use code criteria and the proposed location is the next logical place within Grand Park and Fraser for growth to happen. It is located near US40 and is surrounded by existing development an infrastructure. 7. Infrastructure: This area has been designed and planned for these uses since the approval of the PDDP. Grand Park is continually working with Fraser to assure adequate infrastructure is in place. 8. Public Safety - This site is located in very close proximity to the existing fire station and is providing multiple points of access for emergency situations. 2 LEG AL DESCRIPTION A PARCEL OF LAND LOCATED IN THE SW1/4 OF SECTI ON 20 , T OWNSHIP 1 SOUTH, RA NG E 75 WEST OF THE 651-1 PRINCIPAL MERIDIAN , TOWN OF FRA SER, COUNTY OF GRA ND, STATE OF COL OR ADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CO MMENC ING AT THE NORTHEA ST CORNER OF THE SW1/4 OF THE SW1/4 OF SECTION 20, T1S, R75W OF THE 601-1 P. M., FROM WHICH THE NORTHWEST CO RNER OF THE SO UTHWEST QUARTER OF THE S OUTHWEST QUA RTER OF SAID SECTIO N 20 BEA RS S89°47'33"W, 1316.76 FEET (BASE OF BEARING ); THENCE S89°47'33"W, 136.92 FEET ALONG THE NORTH LINE OF THE SW1/4 OF THE SW1/4 OF SA ID SECTION 20 TO THE NORTHWEST CORNER OF LO T 4 AND LO T 5, ELK CREEK CO NDOMINIUMS AT GRAND PARK, A SUBDIVISIO N PLA T RECO RDED MAY 21, 2021 AT RECEPTI ON NO. 2021005789 IN THE RECO RDS OF THE GRAND CO UNTY CLERK AND RECORDER'S O FFICE A ND THE PO INT OF BEGINNING ; THENCE S 23° 56' 23" W, 555. 43 FEET ALO NG THE WEST LINE OF SAID SUBDIVISIO N PLAT, A LSO BEING ALONG THE WEST LINE OF LOT 6 AND LOT 7, ELK C REEK C ONDOMINIUMS AT GRA ND PA RK, REC ORDED IN SAID GRAND C OUNTY REC ORDS; THENCE N 84° 40' 30" W, 82.48 FEET; THENCE N 00° 00' 00" E, 23.00 FEET; THENCE N 43° 16' 15" W, 48. 00 FEET; THENCE NOD° 0D' 00" E, 37.41 FEET: THENCE N 51° 46' 51" W, 57.87 FEET; THENCE N 60 21' 47" W, 97.11 FEET; THENCE N 00° 0D' 00" E, 24.00 FEET; THENCE N 22° 30' 35" W, 100.00 FEET; THENCE N 29° 16' 23" W, 42.00 FEET; THENCE NOD° 00' 00" E, 130. 00 FEET; THENC E N 53° 25' 02" W, 80.28 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUA RTER OF SA ID SEC TION 20; THENCE N 89° 47' 33" E, 599. 42 FEET A LO NG THE NO RTH LINE OF THE SOUTHWEST QUARTER OF THE SO UTHWEST QUARTER OF SAID SECTION 20 TO THE POINT OF BEGINNING. C ONTAINING AN AREA OF 4.09 AC RES, MORE OR LESS. VICINITY MAP SC ALE: 1 .-2500'-0 " NOTES: I. 4W 1 WILL BE PHASE 20F THE ELK CREEK C OND OS. THE SAME ARCHITECTURE WILL 8E UTILIZED. BUILDIN G I WILL BE A 10 UNIT BUILD ING . 2. PA 4W HAS 16 UNITS REMAINING . 100 PERMITTED AND 84 UNITS ARE APPROVED IN PA 4W. 3. AN ADDITIO NAL 30 UNITS (35%) WILL BE TRANSFERRED FROM (27 FROM 3W A) AND (3 FR OM SW). GENERAL NOTES 1. LO CATIONS DEPICTED ON THIS PLAN ARE APPROXIMATE ONLY. 2. BUILDING SETBACKS A RE ID' FRO NT. 10' BAC K A ND 6' SIDE AS ME ASURED FROM THE PR OJECT BOUNDARY . 3. BUILDING HEIGHT SHA LL NOT EXCEED 45'-0" EXCLUDING CHIMNEYS, VENTILATORS, AND PIPES. BUILDIN G HEIGHTS SHALL BE MEASURED FROM THE AVERAG E FINISHED. G RADE OF THE PRI MARY FOUR CORNERS OF THE STRUCTURE. 4. LANDSCAPE SHALL BE A LLO WED AND INSTALLED PER THE TOWN OF FRASER MUNICIPAL C ODE AND THE GR AND PARK C C&R'S. 5. TO PROTECT AGAINST W ILDFIRES AND ENHA NCE FO REST HEALTH THE F OLL OWING WILDFIRE MITIGATI ON MEASURES ARE REQUIRED: 5.1. WATER HYDRANTS WILL BE SITED AT APPRO PRIATE DISTAN CES; AND 5.2. UTILITIES WILL BE CO NSTRUCTED UNDERG ROUND. 6. NO ROADS SHALL BE GA TED. 7. OPEN SPACE WILL BE OWN ED AND MAINTAINED BY G RAND PARK HO A OR ASSIGNEE. 8. ALL ROADS SHALL BE PRIVA TE. 9. SIG NAG E DETAILS, INC LUDING MATERIALS, DIMENSIO NS A ND SIGN A REA WILL BE PROVIDED WITH BUILDING PERMIT. SIG NAG E SHALL C OMPLY WITH TOWN CO DE AND GRA ND PARK SIG NAG E PLAN. 10. FINA L ENG INEERING DOCUMENTS, CO NSTRUCTIO N DRAWING S AND A SITE -SPECIFIC GEOTECHNICAL REP ORT SHALL BE SUBM ITTED AND APPROVED PRIO R TO BUILDING PERMIT ISSUA NCE. 11. APPROXIMATE LO CATIONS OF BIJILDING FOO TPRINTS ARE SHO WN, BUT EXAC T FOOTPRINTS WILL BE DENOTED ON AS -BUILT -PLAT. OWNER GRA ND PA RK DEVELO PMENT, LLC PO BOX 30 WINTER PA RK, CO 80481 ENGINEER PLA NNER MA RTIN M ESKER TERRA❑NA DESIG N 10100 EA ST CHA RD A VENUE SUITE CODENVER, C 80231 13031 632E867 LA VLA RO SALES TERRA CING DESIGN 10,00 EAST GIRA RD A VENUE SURE A JI4 DENVER, C0 80231 (303) 632E897 FINAL PL ANNED DEVELOPMENT PLAN CONDOS AT ELK CREEK PLANNING AREA 4W.1 LOCATED IN SECTI ON 20, TOWNSHIP 1 SOUTH , RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF C OL ORAD O CERTIFICATE FOR APPROVAL BY THE T OWN BOAR D: APPR OVED AND ALL PUBLIC DEDICATI ONS ACCEPTED THIS DAY OF , BY THE FRASER TOWN BOARD. THE TOWN OF FRASER DOES NOT ASSUME ANY RESPONSIBILITY FOR THE C ORRECTNESS OR AC CUR ACY OF ANY INFORM ATI ON DISCLOSED ON THIS PLAN NOR ANY REPRESENTATI ONS OR INF ORMATION PRESENTED TO THE TOWN OF FRASER WHICH INDU CED THE TOWN TO GI VE THIS CERTIFICATE. BY: MAYOR, TOWN OF FRASER MORT GA GEE'S C ONSENT THE UNDERSIGNED, BEING AN AUTHORIZED REPRESENT ATIVE OF THE U.S . BANK, N.A ., THE HOLDER OF A BENEFICIAL INTEREST AND TO THE PR OPERTY DESCRIBED ON THIS PL AT, UNDER DEED OF TRUST RE CORDED AT RECEPTION N O. OF THE GR AND COUNTY . COLORADO REAL PROPERTY RE CORDS, HEREBY CONSENTS TO THIS PLAT AND AGREES TH AT THE LIEN OF THE DEED OF TRUST IS HEREBY SUB ORDINATED TO THIS PLAT. U.S. BANK, N.A. BY: NAME: TITLE: NOTARY' ACKNOWLEDGED BEFORE ME THIS D AY OF 20_, BY AS OF U.S. BANK, N .A. WITNESS MY HAND AND OFFI CI AL SE AL. MY COMMISSION EXPIRES: NOTARY PUBLIC MY COMMISSI ON EXPIRES: OWNER CERTIFICATE IN WITNESS WHEREOF , GRAND PARK DEVEL OPMENT, LLC HAS CAUSED HIGHER NA ME TO BE HERE UNDER SUBS CRIBED THIS DAY OF 20 . GR AND P ARK DEVELOPMENT, LLC A C OL ORADO LIMITED LI ABILITY COMP ANY, PRESIDENT STATE OF C OLORAD O )) C OUNTY OF (S5. THE F OREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _D AY OF� 2023, BY AS PRESIDENT ON BEHALF OF GRAND PARK DEVELOPMENT, LLC. A C OL ORADO LIMITED LIABILITY CO MPANY. WITNESS MY H AND AND OFFI CI AL SE AL NOTARY PUBLIC MY COMMISSI ON EXPIRES: SHEET IN DEX C OVER SHEET SITE AN ALYSIS OVER ALL SITE PLAN OPEN SP ACE PLAN L ANDSC APE PL AN PUBLIC TR ANSIT PLAN GR ADING R. DRAIN AGE PL AN UTILITY PLAN LI GHTING PLAN PHASING PLAN 5-6 9 I0 II COVER SHEET MARCH 3, 2023 SHEE T 1 OF 11 1 r \ F OREST MEADO 0, SOLAR 1•11- 77 i1 ELK C REEK , ID PA EXISTING 4W PLANNING AREA BO UNDARY — — — — EXISTING 4W. 1 BO UNDARY 10' C ONTO UR 1 SK BR OKE, INC Z ONED: Eq .S.11.1E, VIEVERS ZONED: MIN eSS ""I•Pees TnM aa au ' R EC .219,2 — - rLOO OPuin LK C REEK LK CREEK FLOODPL,AIN LIMIT — — — ELK CREEK ELK CREEK SETB AC K 307, OR G REATER SLOPES ZON,D. BUSINESS ZONED' PDDP 4.09 Ac BOUNDAW LINE 13,NK OF THE WEST DR AIN AGE EAS EME NT REC . 202100578, 130.. .NDARY LINE H OCK . I F OREST BUSINESS S cale: 1 '= 60'-0' FINAL PL ANNED DEVELOPMENT PLAN CONDOS AT ELK CREEK PLANNING AREA 4W.1 LOCATED IN SECTI ON 20, TOWNSHIP 1 SOUTH , RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF C OL ORAD O N Know what's below. CaII before you dig. SITE ANALYSIS MARCH 3, 2023 SHEE T 2 OF 11 LK CREEK 4W.1 SITE DATA F_OODPLnI NIT- , PLANNING AREA 4W - SITE DATA CHART LAN D USE AC RES °h AC RES I UNITS .aUNITS DU /AC 11.2 I BED 2 BED 3 BED DDEN SPAC E FARO :, AND DR,V ES 22, 11.2 PARKING 4W. 1 PA RKING C ALCULATIO NS La. USE iBUILINN GS C ONDOS 4 , BEDRO OM: 3 BEDRO OM: TOTA L , UN ITS 46 70 81, OTE.I_GING I W IL O N, HO LD Its UN ITS IN cRDEcc,v lY WITH THE n6 UNITJENSIIV RE]UES-ED 1 e� 1 \ I; SNOW STORAGE PARKING SPACES PA RKING SPAC ES REOD SURFA CE PA RKIN G PROVID ED GA RAG E PA RKIN G PROVID ED PUBLIC SNOW STORA GE CA LC ULATION LOTS AREA KA N TOTAL SD:, STORAG E ro Ian: 10,722 11,525 LEGEND O A&U.E. I&E.E. U.E. W.E. D.E. BANK OF, IE wEST DEVEL OPME NT BOUNDARY OT LINE AD A R OUTE SNOW STORA GE ARE A PARKING COUNT A CC ESS & UTILITY EASEMENT INGRESS & EGRESS EASEMENT UTILITY EASEMENT WATER EASEMENT DRA INA GE EASEMENT TRASH ENCLOSURE EASEMENT FINAL PL ANNED DEVELOPMENT PLAN CONDOS AT ELK CREEK PL ANNING AREA 4W.1 LOCATED IN SECTI ON 20, TOWNSHIP 1 SOUTH , RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF C OL ORAD O °SOUTH LOOP ROAD CROSS SECTION N TS TYPICAL PARKING & SIDEWALK DIMENSIONS 09 Know what's belo CaII before youw. dig . OVERALL SITE PLAN MARCH 3, 202 SHEE T 3 OF 11 7js FF Fl 0CDP1 8 IN 1 lo L0 DREE0 30 SOBAQK \ MARI NO a f 1 J' / _ I 1 - Scale: 1 '= 4 0-0' 10 a FINAL PLANNED DEVELOPMENT PLAN CONDOS AT ELK CREEK PLANNING AREA 4W.1 LOC ATED IN SECTI ON 20, TOWNSHIP 1 SOUTH, R ANGE 75 WEST OF THE 6TH PM COUNTY OF GR AND, ST ATE OF COLORADO 4W .1 COMMO N OPEN SPACE CAL CULATION AR OF E 17 ,813 79 ,330 .RE QUIRED HOWL A CE FROM DED Ig5Al LEGEND ■1- DE VELOPMENT B OUND ARY V�I 4W .1 C OMM ON OPEN SPACE m Know what's below . Call before you dig . OPEN SPACE MARCH 3, 202 SHEET q OF 11 1 I. 1 A, ,,, ____, A.., N. ' +` '! \ x. L I ♦ 2, 'aL, 1 — — r 'a r/ 1 LK C REEK ELK CREEK AT GRA ND PARK EROSIO N CONTROL BEST MANAGEMENT PRACTICES W ILL BE INSTALLED AND MNNTA NED THROUG HOUT THE DURATION OF CO NSTRUC TION NATIVE G RASS NP IX COMMO N NAME BOTANICAL NAME MA NC HAR SMOOTH BROME BROMUS INERMIS LEYSS 20% 10.0 POTOMAC ORCHARD DACTYLIS GLOM E RATA L. 20% 10.0 PUBESCENT WHEATGRASS AGRO PYRON TRICHOPHO RUM 20% 10.0 PERENNIAL RYE LOLILM PERENNE L. 11% 55 REUBENS C ANA DA BLUE POA C OMPRESSA IC% - .0 ANNUAL RYE LO LIUMMULTIFLORUM LAM. 10% -.0 TIM OTHY PHLEUM PRATENSE 5% 2.E CICER MILKVETCH A STRAGALUS CICER L. 2% 1,0 ALSIKE C LO VER TRIFOLIUM HYBRIDUM 2% 1. 0 TOTAL 50.0 LBS/PLS/ACRE % MI* APPLICA TIO N RA TE NO TE ALL DISTURBED AREAS THAT ARE NO T PAV ED SURFAC E OR NOT SHO WN AS SHRUB BED W ILL BE SEEDED WITH NATIVE GRA SS MIX SHO WN ABOV E. 1. SEED APPLICATION: DRILL SEED 0.25" -0.5.' INTO THE SOIL. IN AREA S NOT ACCESSIBLE TO A DRILL HAND BROADCA ST AT DO UBLE THE ABO VE RATE AND RAKE 0.25. -0.5. INTO THE SO IL. ON SLO PES STEEPER THA T 2:1 HYDROSEED AT DO UBLE THE RATE. 2. SO IL AMENDMENTS'. PREPARE SOIL WITH SA ND BASED GRANULA R HUM ATE AT THE RATE OF 435 LBS. PER AC RE. _. FERTILIZATIO N APPLICATION: PPP, BIOSOL A LL NATURAL O RG ANIC FERTILIZER AT THE RATE OF IBM LBS. PER A CRE IN A LL SEEDING AREAS. HYDRO MULCH APPLICA TIO N: HYDROMULCH SHALL CO NSIST OF C ELLULOSE FIBER MULCH AN D MULC H TAC KIFIER A ND SHA LL BE APPLIED AT THE RA TES OF 2. 000 LB, PER A CRE A ND 100 LBS. PER ACRE CONSEC UTIVELY_ 5. THE OWNER OR ASSIGNEE WILL PROVIDE A DEQ UA TE MAINTENANCE FO R ALL SITE ELEMENTS. 6. TREE PLANTING SHA LL FOLLOW INTERNA TIO NA L WILDLAND URBA N CODE NO' SEPA RATKJN FROM BUILDING A ND CROWN OF TREE]. LANDSC APE NOTE: A LANDSCAPE CONCEP5 HA S BEEN DEVELOPED 50 REINFORC E A ND ENHANC E THE NA TURA L CHARA CTER OF THE NEIGHBORHO OD. THE NATIVE VEGETATION INCLUDES A SPENS, WILLO WS, AND O THER RIPA RIAN PLANTS_ THE INTENT OF THE LA NDSCAPE C ONCEPT IS TO INTEGRATE THE RIPA RIA N ZO NE INTO THE NEIGHBO RHOO D. THE LA NDSCA PE PALETTE WILL INC LUDE NA TIV E GRASS W RH LOW G ROWING RIPARIAN PL ANTS AS THE UNDERSTCRY A ND GRO UPINGS OF PINES AND ASPENS. ,OUNT AIN P AR, ,LECTR , EMT BK 241 Pl ., 897 899 FLOODPLAI01 LIMIT LK CREEK 30 SETBA CK 4W. 1 BOUNDA RY LIN ♦ LOT 12 FUTURE DE VEL OPMENT BUILDING LOT 11 FINAL PL ANNED DEVELOPMENT PLAN CONDOS AT ELK CREEK PLANNING AREA 4W.1 LOCATED IN SECTI ON 20, TOWNSHIP 1 SOUTH , RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF C OL ORAD O PLANT S CHEDULE c BOTANIC. NAME Z= 177.4.. QUANTITY BOTANIC. NAME COMMO N NAME SIZE TYPE BOT ANIC. N AME COMMON NAME SPRE AD , SPRE AD BOT ANIC. N AME COMMON NAME TYPE C) L., LE GEND >• ••>• DEVELOPMENT B OUNDARY NATIVE GRASS MIX TC ONCRETE Sc ale: I '= 30 '- Know what's b CaII before youelow. dig . LANDSCAPE PLAN MARCH 3, 2023 SHEE T 5 OF 11 FLOODPLAIN L1141 LK CREEK 30' SETBACK 440.1 BOUNDA RY LIN 20 ELE CTR LEMT INPARK P T 61,62 BUILDING K LO T 11 `1 ti EROSIO N CONTROL •'�fr���~ BEST MANAGEMENT PRACTICES W ILL BE INSTALLED AND W AINTA NED THROUG HOUT THE DURATION OF CO NSTRUC TION NATIVE G RASS MI0 COMMO N NAME BOTANICAL NAME MA NC HAR SMOOTH BROME POTOMAC ORCHARD PUBESCENT WHEATGRASS PERENNIAL RYE REUBENS C ANA DA BLUE ANNUAL RYE TLU OTH! CICER MILKVETCH ALSIKE C LO VER TOTAL % MIX APPLICA TIO N RA TE BROMUS INERMIS LEYSS 22 TY DACLIS GLOM ERATA L. 20% AGRO PYRON TRICHOPHO RUM 20% LODUM PERENNE L. 11% ROA C OMPRESSA 10% LO DUM MULTIFLORUM LAM. 10% PHLEUM PRATENSE 5% ASTRAGALUS CICER L. 2% TRIFOLIUM HYBRIDUM 2% 100 10.0 10.0 5 BO 80 10 1. 0 aO.O LBS/PLS/ACRE NO TE ALL DISTURBED AREAS THAT ARE NO T PAV ED SURFAC E OR NOT SHO WN AS SHRUB BED W ILL BE SEEDED WITH NATIVE GRA SS MIX SHO WN ABOV E. 1. SEED APPLICATION: DRILL SEED 0.25" -0.5.' INTO THE SOIL. IN AREA S NOT ACCESSIBLE TO A DRILL HAND BROADCA ST AT DO UBLE THE ABO VE RATE AND RAKED 25' -0.5" INTO THE SO IL. ON SLO PES STEEPER THA T 2:1 HYDROSEED AT DO UBLE THE RATE. 2 SO IL AM ENDMENTS'. PREPARE SOIL WITH SA ND BASED GRANULA R HUM ATE AT THE RATE OF 435 LBS. PER AC RE. _. FERTILIZATIO N APPLICATION: A. PP, BICSOL A LL NATURAL O RG ANIC FERTILIZER AT THE RATE OF IBM LBS. PER A CRE IN A LL SEEDING AREAS. HYDRO MULCH APPLICA TIO N: HYDROMULCH SHALL CO NSIST OF C ELLULOSE FIBER MULCH AN D MULC H TAC KIFIER A ND SHA LL BE APPLIED AT THE RA TES OF 2. 000 LB, PER A CRE A ND 100 LBS. PER ACRE CONSEC UTIVELY_ 5. THE OWNER OR ASSIGNEE WILL PROVIDE A ['EQ UA TE, MAINTENANCE FO R ALL SITE ELEMENTS. 6. TREE RANTING SHA LL FOLLOW INTERNA TIO NA L WILDLAND URBA N CODE NO. SEPA RATION FROM BUILDING A ND CROWN OF TREE]. LANDSC APE NOTE: A LANDSCAPE CONCEPT HA S BEEN DEVELOPED 50 REINFORC E A ND ENHANC E THE NA TURA L CHARA CTER OF THE NEIGHBORHO OD. THE NATIVE VEGETATION INCLUDES A SPENS. WILLO WS, AND O THER RIPA RIAN PLANTS. THE INTENT OF THE LA NDSCAPE C ONCEPT IS TO INTEGRATE THE RIPA RIA N ZO NE INTO THE NEIGHBO RHOO D. THE LA NDSCA PE PALETTE WILL INC LUDE NA TIV E GRASS W M LOW G ROWING RIPARIAN PL ANTS AS THE UNDERSTCRY A ND GRO UPINGS OF PINES AND ASPENS. • • 1 BUILDING LOT DETEN TION 6 4W. BOU1ND, FINAL PL ANNED DEVELOPMENT PLAN CONDOS AT ELK CREEK PLANNING AREA 4W.1 LOCATED IN SECTI ON 20, TOWNSHIP 1 SOUTH , RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF C OL ORAD O PLANT S CHEDULE BOTANIC. NAME QUANTITY CI OPNA MEN ALI40EF.1 BOTANIC. NAME COMMO N NAME SIZE TYPE BOT ANIC. N AME COMMON NAME SPRE AD , SPRE AD BOT ANIC. N AME COMMON NAME TYPE LE GEND •• DEVELOPMENT B OUNDARY NATIVE GRASS MIX TC ONCRETE •o Know what's belo. CaII before youwdig . LANDSCAPE PLAN MARCH 3, 202 SHEE T 6 OF 11 FINAL PL ANNED DEVELOPMENT PLAN MEY ER PARCEL, LOT2 BLOCK 1NED: BUSINESS COZENS POINTE BLO"K 1 FOREST MEADOWS S OLAR C OM MUNITY ZONED: BUSINESS vo CONDOS AT ELK CREEK PL ANNING AREA 4W.1 LOCATED IN SECTI ON 20, TOWNSHIP 1 SOUTH , RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF C OL ORAD O N ® S calP: 1, 300,-0 " 0 o o k LEGEND BUS R OUTE (R OUTES SH OWN B ASED OFF 2021-2022 LIFT MAPPING- ROUTES MAY VARY FROM TH AT SHOWN. PUBLIC TRANSIT PLAN MARC H 3, 2023 SHEET 7 OF 11 JO HNS DR ELttEREEK SKIBROKER FINAL PLANNED DEVELOPMENT PLAN - CONDOS AT ELK CREEK PLANNING AREA 4W.1 LOC ATED IN SECTI ON 20, TOWNSHIP 1 SOUTH, R ANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO LEGEND GRADING PLAN MARCH 3, 2023 SHEET 0807 11 FINAL PLANNED DEVELOPMENT PLAN `lo,v 6 RSERPPE CONNECT TO EX SONG JO HNS DR ELttEREEK 'Po S 1,1 FL O TO P FU nDZgl SNI BROKER �F�eeo a�ary DI II FLATTOP ELK -COED, CONDOS NLET - ELK CRE SS C ON DOS CONDOS AT ELK CREEK PLANNING AREA 4W.1 LOC ATED IN SECTI ON 20. TOWNSHIP 1 SOUTH, R ANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND STATE OF COLORADO LEGEND � •— - xzin�T . OSOOODOSS 7 S STS LSE ANIOPOIO UTILITY PLAN MARCH 3,'2'021 SHEET 09 OF 11 tcy 4 SETBACK BUILDING J i • yt� N T 1 FINAL PL ANNED DEVELOPMENT PLAN CONDOS AT ELK CREEK PLANNING AREA 4W.1 LOCATED IN SECTI ON 20, TOWNSHIP 1 SOUTH , RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF C OL ORAD O LIGHT POLE 1. LIGHT P OLE SH ALL M AT CH EXISTING LIGHTPOLEE WITHIN THE GRAND PARK DEVELOPMENT OR APPR OVED E QUAL BY OWNER . LI GHTING SCHEDULES DU REV SPEC11 ATIO N 3 LIG HT POLE LIG HT POLE SHALL MATCH MO DEL A ND STYLE OF EXISTIN G LI GHT P OLES WITHIN THE GRAND PARK DE VELOPMENT . SEE DETAIL ABOVE . LEGEND LIGHT POLE 09 Know wh's b Callatbefore youelow. diq . LIGHTING PLAN MARCH 3, 2023 SHEET IR OF 11 anoo PE.ui uuiT�� El K CREEK af SEIBRS K E OT FRTLIEF DEVELOP MENT BANK OF TI IE WEST Sc ale: I ,_ aD ._D, N ova FINAL PL ANNED DEVELOPMENT PLAN CONDOS AT ELK CREEK PL ANNING AREA 4W.1 LOCATED IN SECTI ON 20, TOWNSHIP 1 SOUTH , RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF C OL ORAD O LE GEND I PHASE ONE II PH ASE TWO III PH ASE THREE IV PHASE FOUR V PHASE FI VE N OTE: EACH PHASE WILL BE DEVEL OPED AS MARKET CONDITIONS ALL OW Know what's belo. CaII before youwdig . PHASING PLAN MARCH 3, 2023 SHEE T 11 OF 11 FINAL PLAT LOT 8, ELK CREEK CO NDOMINI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. DFDICATION AND NOTARY CLAUSE A PARCEL OF LAND LOCATED IN ,E GOU,WEST QUARTER DF THE S OUTH WEST DUARTER OF SECTION 20, TO WNSHIP 1 SDUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER. COUNTY OF GRAND. STATE OF COLORADO. BEING MORE PARTINLARLY DESCRIBED AS FOLLOWS BASIS OF BEARINGS THE WEST LINE OF ,E SOUTHWEST QUARTER OF THE S OUTH WEST DUARTER OF SAID SECTI ON 20 , TOW NSHIP 1 SOU, RANGE 75 WEST OF ,E SIXTH PRINCIPAL MERIDIAN, WAS ASSUMED TO BE. MONUMENFED AT THE SOUTH SIXTEENTH CORNER OF SECTIDNS 19 AND 20 BY A a wA-OALUMINUMT'CAP DIST ANCE To 1,326,6 FEET, BEING (018) " 0 6 FEET B ELOW SU RFA CE AN D AT ,~E SOU TH WEST CORNER OF SAID SECTION 2D BY A 3-1/, BRASS CAP STAMPED "DWD LS 16398 ,.6 FEET SURFACE.BELOW mMMFNH NCAT SAID SOUTH SIXTEENTH CORNER of SEC TIONS 19 AND 2D, THENCE ALONG THE NOR, LINE OF THE SOUTHW EST DUARTEP OF THE SOUTH.ST QUARTER OF SAID SECTION 20, NOR T-I 89,7'33F EAST, A DISTANCE OF B71.6I FEET TO THE PO NT OF BEINNNIN, COUNTY, CO LORADO CLERK AND RECORDER S OFFICE, THENCE ALONG THE WESTERLY BOUNDARY OF SAID LOT 4 AND THE W ESTERLY BOUNDARY OF LOT 6. PER T-IE PLAT OF LOT 6 AND LOT 7, ELK WETOMINIUM S AT GR AND PA RK RECORDED UNDER RECEP TIO N NO. 2022 002237 IN SAID OFFICE, S OUTH 23.56.23 ) WEST, A DISTA NCE OF THENCE DEPARTING SAID WESTERLY BOUNDARY NO RTH 66.0,57" WEST. A DISTANCE OF 41. 55 FEET: THENCE NO RT-I 23,6,3" EAST, A DISTANCE OF 20 00 FEET, THENCE NORT-I .W03'57" WEST. A DIST ANC E OF 2D6 87 FEE, THENCE NORT-I O CTOOTOO F EA ST, A D ISTA NC E OF 11319 FEET, THENCE NO RT-I 32.02), EAST, A DISTA NCE OF 92 81 FEET TO THE POINT OF CONTAINING AN AREA OF 1. 626 A CRES, (73,076 SQUARE FEET), MORE DR LESSBUMMING. ASCOT 6 E D'PT CON o0MINIUM9 AT OA AN0 PA O pL ToHNE)ZEAOL T,I,P=OF.GOA7E.AnATEID,,EDNOT,HEREBY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENTS ILATZT,GawTHHGIZEOF, GRAND PARK DEFE LO PFIENF, LLC , GOLORADD Dm ITED LIA BILITY GO,TPANY, HAS CAUSED ITS NA ME TO BE HEREUNTO DAY OF 20 C. CLARK LIPSCOMB, PRESIDENT STATE OF COLORADO COUN TY OF GRAND J FATNESS MY HAND AN D O FF IC IAL S EAL MY COMMISSION EXPIRES DAY OF 20 NoTARY PUBLIC MORTGAGEE'S CONSENT: THE UNDERSIGNED, BEING T HE A UTHOR IZED REPR ESEN TATI. OF U S BANK, N.A., THE HOLDER OF A BENEFICIAL INTEREST IN AND TO THE PROPERTY DESCR IBED ON TH IS P LAT. UNDER DEED OF TRUST RECORDED JUNE 28, 2012 AT RECEPTON NO 2012-005143 AND RECEPTION NO 2012-D05144 OF THE GRAND COUNTY, COLORADO REAL PRO PERTY RECORDS, HEREBY CONSENTS TO THIS PLA T AN D AGREES THA T THE LIEN OF THE DEED OF TRUST IS HEREBY SUBORDINATED TO THIS PLAT. BY TITLE S TATE OF )SS COUNTY DF THE FOREGOING INSTRUMENT W AS A CKNOW LEDGED BEFORE ME THIS DAY OF BY AS WITNESS MY HAND A ND OFFICIAL SEAL MY COMMISSION EXPIRES' NOTARY PUBL BOARD OF TRUSTEES APPROVAL: APF' ROVEO AND ALL PUBLIC DEDICAEONS ACCEPTED THIS 20 BY THE FRASER TOWN BOARD T-IE TOWN OF FRASER DOES NOT ASSUME . 1,T).1)); F1F'ONSIBILITY 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 UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CEREFICATON BY: SHOW N HEREON DWNFR/DEVEI OPFR: I AND P1 ANNER, GRAND PAR K DEVELO PMENT, LLC. 'MITER PARK, CO 80482 SI IRVFYOR: AZTEC CONSULTANTS, INO. 300 E MINERAL AGE , SUITE 1 LITTLETO N, CO 80122 DATE PREPARED: SEPTEMBER 26, 2022 SURVEYOR'S CERTIFICATE: GENERAL NOTE S. T BASS OF BEARINGS FOR THIS PLAT IS THE WEST LI NE OF THE SOUTHWEST QUARTER o SOUTHWEST QQUARTER O SECTION S00'06'47"E. AS MONIP 1 UMENTED AS SHOWN GE 2HEREOry. OF THE SIXTH PRINCIPAL WHICH WAS ASSUME R SET 1811LONG SE NOTE D. R AR WIT H z ALUMINUM CAP MARKED PLS 38636 AT ALL EXTERIO R BOUNDARY CORNERS UNLESS 4. 5. 7. THIS PLAT DOES NOT CONS-3,TE A TGLE SE ARCH BY AZTEC CONSULTANTS INC., TO DETER MINE OWNERSHIP, RIGHTS OF WAY OR EASEMENTS OF RECORD . FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND THLE OF RECORD, AZTEC CONSULTANTS INC., RELIED UPON DTLE COMPANY OF THE ROCKIES TITLE COMMITMENT NUMBER 0304066-C4 WITH AN EFFECTIVE DATE OF SEPTEMBER 19, 2022, LEGAL DESCRIPTION PREPARED BY ANTHONY K PEALL, AZTEC CO NSUL -FAN, INC 3. EAST MINERAL A VENUE, SUITE 1, LIT-LETON, CO, 80122 SURVEY ONE T WA5 USED F R ALL MEASURE MENTS ON THIS SURVEY. PURSUA NT To c R5 35-52.103(2) METRI C CON VER SION ONSITE EASEMENTS A RE HEREBY DEDICATED BY THIS PLAT IN THE L OCATI ONS AND FOR T HE PUR POSES SHOW N HERE ON FIRE PROTECTION SERVICES FOR THE ELK CREEK CONDOMINIUMS AT G RAND PA RK SH ALL BE PROADED BY THE EAST GRAND FIRE PROTECTION DISTRICT NO. W 2005 AT 'RECEPTION NO. 2005-012709; THE FINALaPLAN 13,,LOPMENT HLAN'aFE0 aD ,E1FLILIOF CREEK RO UN D...MINIM, AT GRAND PARK RECORDED AT RECEPTION NO . ; THE COMMUNI, CHARTER FOR PURSU ANT TO ERRGRAND PARK RESIDENTIAL PROPERTY RECORDED DECEMBER 7, 2005 AT RECEPTION NO . 2005-13834, AS AMENDED AND M(THe lH MD , T PERMITTED TO BE WITH THE COLORADO COMMON RINTEREST SOWNERSHIP ACT , CRS . 838-33 .3-101Cel se, (the "AG", AND N THECOVENANT FOR COMMUNITY ENHANCEMENT FEE RECORDED DECEMBER J. 2005 AT RECEPTION N0. 2005-013836 , AS AMENDED AND A THE PURPOSE OF S PLAT IS TO DEPICT THE LOT BOUNDARIES. A CONDOMINIUM M AP WILL BE RECORDED SUB SEQUENT TO CONSTRUCTION_ BUILDING SETBACKS ARE 10' FRONT, 10. BACK AND 6' SIDE AS MEASURED FRO M THE PROJECT BOUNDARY INCLUDING BUT NOT LIMITED TO ELECTRICITY, N ATURAL CAS, WATER, SE WER, CABLE TELEVISION, INTERNET AND TELEPHONE THIS EASEMENT IS FOR -HE BENEFIT OF ALL UNITS AND MAY BE CONVEYED ON A NON-EXCLUSIVE BASIS TO PROVIDERS OF SUCH SERVICES BUT SUBORDINATE TO PL ANNED OR EXISTING IMPROVEMENIS AND MAY NOT BE USED TO PROVIDE SER VICES TO LOTS OR UNITS PLACEMENT OF � EQUIPMENT, O UCTURES OR CHANGES IN GRADE SHALL COMPL Y WITH STAND ARDS OF ALL UTILITY PROVIDERS UTILIZING THE E ASE MENT l Y EQUIPMENT SHALL BE ALLOWED IN THE FRASER RIGHT-OF- WAY AS DEPICTED HEREIN WHEN PLACEDUA MINIMUM OF 2 BEHIND THE SIDEWALK OR 3 BEHIND THE 6" CURB WHERE THERE ARE NO SIDE WALKS . 13 EACH BUILDING PERM, APPLIGATON SUBMITTED TO THE TO WN FOR CONSTRUCTION OF A BUILDING IMPROVEMENT ON A LOY SHALL INCLUDE A SGE PL AN AND SHALL BE REVIE WED BY TO WN STAFF FOR COMPL.NCE WITH THE APPROVED ENGINEERING DESIGNS FOR THE PROPERT Y THE SITE PLAN SHALL INCLUDE SITE -SPECIFIC DESIGN INFOR MATION RELAYING TO KING ADD SNO W STORAGE REQUIREMENTS IF THE BUILDI NG IMPROVEMENT, THE PARKING AND SNO W STORAGE A(S)P AND STE-SPECIFIC DESIGN INFORMATION DESCRIBED IN THE BUILDING PER MIT APPLICATION AND SITE PLAN ARE IN SUBSTANTI AL COMPLIANCE WITH THE APPROVEDA TZFDEERI NG PLANS, THIS PLAT, AND THE TO WN S PARKING AND SNOW STORAGE REQUEA STEOD BU DRAINAGE, LANDSCAPING. AND OTHER IMPROVEMENTS INCLUDED IN EACH APPROVED BUILDING PER MIT APPLICATION OR IN THE SIA SHALL BE COMPLETED AND PREUMINralYF AGGEPTED SY THE TO 19-3-445 PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY FDR EACH BUILDING AND SHALL BE DELINEATED ON THE AS- BUILT CONDOMINIUM MAP AS MORE PARTICULARLY DESCRIBED IN PLAT NOTE 14. 14 . 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 PORNON OF TOH ER PROP RTYSHAIIO BE OMPLETED ANDGME IN AC:CRDR S PAW SE EP CiEDVDNTHENWNFDOMINI AP ( UNITS ") MAY BE SOLD , TRANSFERRED , AS SIGNED, CONVEYED AND ENCU MBERED IN ACCORDANCE WITH APPLI CABLE LA W. 15 THE PROPERTY IS SUBJECT TO -HE COMMUNITY CHARI ER AND PORTIONS OF THE PROPERTY WILL BECOME SUBJECT TO THE TERMS OF NE W CONDOMINIUM DECLARATIONS AS DEGELOPMENT OF PORTIONS OF THE PROPERTY ARE COMPLETED. OVVNERS OF LOTS AND UNITS WIT-IIN TFIE PROPERTY ARE ADVISED TO CAREFULLY REVIEW THE TERMS AND CONDITIONS OF THE ADEQUATELY DETERMINEND ALL OTHER DECLARATIONS RECORDED AGAINST TITLE TO THE PROPERTY IN ORDER TO AND UNDERSTAND THE RESPONSIBILITIES AND OBLIGATIONS IMPOSED AS A CONDTON OF O WNERSHIP WITHIN THE PROPER, . 15 ALL DRIVE WAYS, PARKING AREAS, OPEN SPACE AND DRAINAGE IMPROVEMENTS INCLUDING SWALES AND DETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED BY T-IE ELK CREEK CONDOMINIUM ASSOCIATION. ALL SUBSEQUENT SUBDIVISIONS AND ANY APPLICATON FOR FPDP APPROVAL SHALL COMPLY WITH ALL APPLI CABLE PRONSIONS OF THE TOWN'S SUBDIVISION REGULATIONSI, ANTHDNY K. PEA LL, A DULY LICENSED PROFESSION AL LAND SURVEYOR IN THE STATE OF COLORADO, TO WN,DO HEREBY CERTIFY THA T THIS PLA T OF LOT 8, ELK CREEK CONDOMINIUMS AT GRAND PARK, ,ULY AND CORRECTLY REPRESENTS THE RESULTS OF A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERHSION 'a naNE-Faan Mal oaLETEDaaREUllartatrMapatTONVEaMaENala'DaETIOWCZGI'Enapa1aPhAY' rxrTNN AND hIA T SA ID PLAT COMPLIES WITH FOR ELK CREEK CONDOMINIUMS IN THE FORM AND SUBSTANCE APPROVED BY YHE SUB MITTING TO CONDOMINI UM M STATUTES, 1973, AND THE MONUMENTS TH E REQUIREM ENTS OF D REQUIRED BY SAID STATUTE AND BY THE TOWN OF FRA SER O WNERSHIP THE PORTION OF THE PROPERTY INCLUDED ON THAT CONDO MINIUM MAPSUBDIVISION REGU LATIONS HAVE BEEN PLACED IN THE GROUND AZTEC CONSU LTAN TS, INC NOTICE; PER T -IE STATE OF COLORADO BO ARD OF LIDENSURE FOR ARCHITECTS. PROFESSIONAL ENGINEERS, A ND MAYOR, TOW N OF FRASER 19 UNIT TRANSFERS, A. PA 4- W HAS 16 UNITS IN PA F1W B. AN ADDITIONAL 30 UNITS REMAI NINGPER MITTED (30%)WILL BET6 TRANSFERRED FROM (22-FR4 UNITS ARE O M SWA)E AND (S -FRO M 5W). BUILDING PERMITS MAY BE ISS UED PRIOR TO FINAL CO MPLETION OF SUBDIVISION IMPROVEMENTS ND CERTIFICATE OF OCCUPANCY SUCH I MPROVE MENTS, AS THE SI A, H AVE BEEN COMPLETED AND PRELIMINARILY ACCEPTED BY THE TO WN. REQUIRED LAS T REVISED 5/16/2021 AZTEC DEVELOPER 171P7F OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC D BOX 30 WINTER PARK COLORADO 60482 (920) 226-5600 SCAL E 09/26,022 SHE ET OE 3 FINAL PLAT LOT 8, ELK CREEK CO NDOMINI UMS AT GRA ND PARK JOHNS DRIVE —\\ F 116 CORNNCEMENT SECTIONS 19 20 FOUND 9-1/, ALLPAINDIA CFP OOM PH PEA INC s/ SUR' ''F LEGEND -*FOUND SECTION COMER AS SHOW N HEREON A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. MA, R E84111 014,910/1 OF FARCE 0 REG 1,10 202,91.3 .5. 71 POI NT OF BE ANNIN G N. LINE W 1, SIN/4. SEC 20 uePa7-'r E ,1,61 (TIE) N994 E te, e LOT EL T SW 1/4 SIP 1/4 SEC. 20, T. IS. , R.75W ., SIXTH P.M . N ag«l-c 6 LINE SW //. W 1T�C 20 MAW I,S9 VVIVISI OM REC. No 218772 / 'PACT E RE91/0 011,910 N OF mar. L OT .1Tliffi LOT a TRAC T 0 p o�'ee Dws Rra F p n To 8p 4, 44 SE 1/4 SW 1/4 SE , 20, T.10., 8.7511., SIXTH P.M. O RR , 2FCM ONS 20/29 SURROUNDI NG LOT/EASEMENT DETAIL MINT FOE AND ON BEHALF OF AZTEC CONSULTANTS , INC AZTEC DEVELOPER N OT OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC 0 BOX 30 WINTER PARK COLORADO 80482 (9 0) 725-5000 SCAL E 09/26/2023 SHE ET OE 3 FINAL PLAT LOT 8, ELK CREEK CO NDOMINI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. BUILDING SUMMARY PO INT OF CO MMENC EMENT 3 In s CONNER FE750N5 19/2 TIN 3 7631, 61-11 FN 0.5 a ElOw SU RF ACE POINT OF BEGINNI V u aT 33[HI HDIE) / BCACCESS r / 4'21' .h^ 0 O N 67 6,6 VI EASEMENT A REP. OT M EY ERS OF PAWL C F ORES T ME AD OW S SOLR CO REC A, 20,073571 1p L\ \ -- N89 '47 33'E 308 ,238 '30 33000' L_720,. SO. ACCESS AEMENT N sso S\ LOTS 71,510 SF\ 1.642 AC N23'56'23"E 20. 00' 3T TRASH // ENCLOSURE EASEMENT TRACT A_1 I 568 SF 0.038 AC \ 221 70 ' 31-1 .m 1,58, 4/ 511 ovv v �)v v Ic3 /a. J �N / A / 00/ / 32 ' ACCESS A UTILITY EASEMEN T \ / / / / 45 89' NON / Ate. / \ \ / / \ \ \-01 3,3 \ \\ / L / 013 / F 3O' UTILITY N ss� EASEMENT 8 ACCESSCH LITILITY \ / EASEMENT / / / L h / / / / / / / Or„--/ / / / I L BUILDING TOTAL 0 OF UNITS MAO N OF BEDS ea LEG END 4 -FOUND SECTION CORNER AS SHO WN HEREON 222000 020 070219110006013005906" 4 AZTEC DEVELOPER CNN OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC P 0 BOX 30 WINTER PARK COLORADO 80482 (9 0) 726-8600 SCAL E 09/26/2023 SHE ET OE 3 FINAL PLAT LOT 9, ELK CREEK CO NDOMINIUMS AT GRAND PARK DEDICATION AND NOTARY CLAUSE A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. A PARCEL OF L AND LOCATED IN THE SOUTHWEST QUARTER DF THE S OUTH WEST DUARTER OF SECTION 9D, TOW NS HIP 1 SDUILL RANGE 75 WT. EELIEV"E "RINTRAL I...MAG.'. OF FRASER COUNTY DF GRAND. STATE OF COLORADO. BEING MORE PARTICULARLY DESCRIBED AS SOU TH OASIS OF BEAR INGS THE W EST LINE OF ,E SOUTHWEST OU ARTER OF THE SOUT HWE ST DUARTE R OF SAID SECTION 20 . T OWN SHI P 1 SOUT, RANGE 75 WES T OF ,E SIXTH PRINCIPAL MERIDIAN, WAS ASSUMED TO DEAR M ONUM EN TED THE SOUTH SIXTEEN TH CORNER OF SECTIDILS 19 AND 20 EY A 1/. ALU MINUM CAR STAMPED OF 1, 326 INC P LS F34592El(2018W 0 6 FEET BELOW SURFA CE AN D AT THE SOUTH WES T CORNER OF SAID SE CTION 20 BY A 6-1/4" BRASS C AP STAM PED OED LS 16393 1 .5 FEET BELOW SURFAC E. U MMFNrINO AT SAID SOUTH SIXTEENTH CORNER OF SEC TIONS 10 AND 20IDTIANACNEc EAVFN G,41 NIAJTH LINE OF THE SOUTHW EST OVA RT. OF THE SOU TH. ST OUAF,ER DF STD SECTION 20, NOR TL 89,7 EAST, THENCE DEPARTING SAID NORTH LINE. SO UTH 32'0E 57" W EST. A DISTANCE OF 92 81 FEET, THENCE SOUTH 00'00'00" EAST 9 DISTANCE OF 1,19 FEET THENCE SOUTH 66' 03'53" EA ST 9 OIS,N CE OF 106 42 FEET TO THE PONT /IF REGINNNF THENCE SOUTH 66'038, EA ST 9 OIS,NCE OF 98 45 FEET, THENCE SOUTH 23.50.23. WEST. A DISTAN CE OF 20 00 FEET. RECORDER' S OFFICE( alANDS„EcEAWFNCDISDAS WENERLY BOUNDARY OF SA, LOT 6 AND LOT 7, EX CREEK CONDOMINIUMS AT GRAND PARK, SOU, 23 ,6123" WEST. A THENCE DEPARTING SAID WESTERLY BOUNDARY, NORTH 84310.30. WEST. A DISTANCE OF 82.48 FEET, THENCE NOR, 00. 00'00" EAST, A DISTAN CE OF 23 00 FEET. THENCE NOR, 4,16'," WEST, A DISTANCE OF 40.00 FEET. THENCE NOR, 0700'00" EAST, DISTANCE OF 91 FHT; THENCE NO RTL 51.46,1" W EST, DISTANCE OF 3116 FEET; THENCE NO RTH 38,3'09" EAST, A DISTA NCE OF 1.6D 53 FEET. THENCE NORTH 23.5606. EA ST, A DISTANCE OF 32 99 FEET 10 THE CONTAINING AN AREA OF 0 819 ACRES, (35, 5]3 SQUA RE FEET), MORE OR OF BEGINNING THAT IT HAS CAUSED SA ID REAL PROPERTY TO BE LA, OUT AND SURVEYED ASCOMMUNIONS B. E DII CREEK COMUNIONS AT GRANO AP ,. AND HEREBY DEDICA , AND S ET APAR T ALL THE STREETS, ALLEYS A ND OTHER PUBLIC TTINEIT. ,JSEEAOL TFILPEJUrnE0 A8EnREANE3,EDNOT; s3EREBY DEDICATE THOSE PORTION S OF SAID REAL PROPERTY W HICH ARE INDICATED AS EASEMENTS DAY OF 20 O B, ES CE STA TE OF COLORA DO COUNTY OF GR AND )g WITN ESS MY HAND AN D OFF ICIAL SEAL. MY COMMISSION EXPIRES; NO TARY PUBLIC MORTGAGEE'S CONSENT: THE UNDERSIGNED, BEING THE AUTHORIZED REPR ESENT ATI. OF U S BANK, N A THE HOLDER OF A BENEFICIAL INTEREST IN AND TO THE PROPERTY DESCRIBED DE THIS PLAT, UNDER DEED OF TRUST RECORD JUNE 28, 2012 AT BY TITLE S TATE OF )SS C TH E OUNTY OF INSTR UMENT WAS A CKNOWLEDGED BEFORE ME THIS DA Y DF BY AS W,NESS MY HAND A ND OFFICIAL SEAL MY COMMISSION EXPIRES, NOTARY PUBL, BOARD OF TRUSTEES APPROVAL APPR OVED AND ALL PUBLIC DEDIC A TONS A CCEPTED THIS 20___ BY THE FR ASER TOM BOAR D TLE TOWN OF FRASER DOES NOT ASSUM E 1.411EITA IDESPONSIBILITY FOR THE CORRECTNESS OR A CCURACY OF ANY INFORMA TION DISCLOSED ON TH IS P LAT NOR AN REPRESENTATIONS OR INFORMATION PRESENTED TO THE TOW N OF FRASER WHICH INDUCED THE TOWN TO GIVE THIS CERTIFICATE BT MAYOR, TOW N OF FRASER DWNFR/DEVEI OPFR: I AND PI ANNER: 30 3-6 32-6 867 GRAND PAR K DEvELONJERT, LLC. W NTER PARK, CO 80482 SI IRVFYOR: AZTEC CONSULTANTS, INC, LITTLETO N, CO 80122 ATE PREDPARED: SEPTEMBER 26, 2022 SURVEYOR'S CERTIFICATE: I, ANTHDNY K. PEA LL, A DULY LICENSED PROFESSION AL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THA T THIS PLA T OF LOT 3, ELK CREEK CONDOMINIUMS AT GRAND PARK, ,ULY AND CORRECTLY REPRESENTS THE RESULTS OF A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND hIA T SA ID PLAT COMPLIES W. TH E REQUIREM ENTS DF TITLE 35, ARTICLE 51, COLORADO REVISED REQUIREDSTATUTES, 1973, AND THE MONUMENTS 13, SAID SUBDIVISION REGU LATIONS HAVE BEEN PA E AND RY THE TOWN OF ERA SER CCEEDIN THE G ROUND. AZTEC CONSU LTAN TS, INC UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTFICAT ON SHOW N HEREON NONCE: PER T LE STATE OF COLORADO BO ARO OF LIOESSURE FOR A RCHO ECTS. PROFESSIONAL ENGINEERS, A ND GENERAL NOTE S. 1. BASS OF BEARINGS FOR THIS PLAT IS THE WEST LI NE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QQUARTER D SECTION SOOT6N,E, AS MONIP 1 UMENrED AS SHOWN GE 7HEREOry. OF THE SIXTH PRINCIPAL WHICH WAS ASSUME R 6. SET 18 . OTHER WI SE NOTED #5R AR WIT H z ALUMINUM CAP MARKED .LS 3863e AT ALL EXTERIO R BOUNDARY CORNERS UNLES S THIS PLAT DOES NOT CONS, TUTE A TITLE SE ARCH BY AZTEC CONSULTANTS INCE TO DETER MINE OWNERSHIP, F(IGHTS OF WAY OR EASEMENTS OF RECORD . FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND T.LE OF RECORD, AZTEC CONSULTANTS INC., RELIED UPON TITLE COMPANY OF THE ROCKIES TITLE COMMITMENT NUMBER 0309055- C9 N TH AN EFFECTIVE DATE OF SEPTEMBER 19, 2022. LEGAL DESCRIPTION PREPARED BY ANTHONY K PE ALL,Z TEC CO NSULTAN. INC 3. EAST MINERAL A VENUE, SUITE 1, LITTLETON, CO, 80122 THE U, CONVERSION SURVEY ONE METES USED R ALL MEASURE MENTS ON THIS SURVEY. PURSUA NT To C RS . 36-52.103(2) METRI C ONSITE EASEMENTS A RE HEREBY DEDICAT ED BY THIS PL. IN THE L OCATI ONS AND FOR T HE PUR POSES SHOW N HERE ON FIRE PROTECTION SERVICES FOR THE ELK CREEK CONDOMINIUMS AT G RAND PA RK SH ALL BE PROVIDED BY THE EAST GRAND FIRE PROTECTION DISTRICT NO, , 2005 AT RECEPTION NO. 200E- 0127.; THE FIN ALDPEAN DELELOPETEN4UrEN TEE -FILE CREE'K DOIREDEIDNIUMS AT GRAND PARK RECORDED AT RECEPTION NO , ; THE COMMUNI, CHARTER FOR PURSU ANT To lHFOREGOIN G APPLICABLE ZONING AND S UBDI VISI ON RE GULATIONS OF T OWN OF GRAND PARK RESIDENTIAL PROPERTY RECORDED DECEMBER 7, 2005 AT RECEPTION NO , .05-13534, AS AMENDED AND S UPPLE MENTED; 'TOWN %, THE PROPER, S PERMITTED TO BE WITH THE COLORADO COMMON INTEREST OWNERSHIP ACT , C NC . § 8 E33 .3-1 DCONDOMINIUM Nee, DNACCORDANCE e "AP, ANDTHE COVENANT FORPCOOMMUNIITTY ENHANCEMENT FEE RECORDED DECEMBER J. 2005 AT RECEPTION N0. 2005-013836 , AS AMENDED AND A THE PURPOSE OF S PLAT IS TO DEPICT THE LOT BOUNDARIES. A CONDOMINIUM M AP WILL BE RECORDED SUB SEQUENT TO CONSTRUCTION_ 10 BUILDING SETBACKS ARE 10' FRONT, 1, BACK AND 6' SIDE AS MEASURE:, FRO M THE PROJECT BOUNDARY INCLUDING BUT NOT LIMITED TO ELECTRICITY, N ATURAL GAS, WATER, SE WER, CABLE TELEVISION, INTERNET AND TELEPHONE THIS EASEMENT IS FDR BENEF , OF ALL UN,S AND MAY BE CONVEYED ON A NON- EXCLUSIVE BASIS TO PROVIDERS OF SUCH SERVICES BUT SUBORDINATE TO PL ANNED OR EXISTING IMPROVEMENTS AND MAY NOT BE USED TO PROVIDE SER VICES TO LOTS OR UNITS PLACEMENT OF � EQUIPMENT, O UCTURES OR CHANGES IN GRADE SHALL COMPL Y WITH STAND ARDS OF ALL UTILITY PROVIDERS UTILIZING THE E ASE MENT T Y EQUIPMENT SHALL BE ALLOWED IN THE FRASER RIGHT-OF- WAY AS DEPICTED HEREIN WHEN PLACEDUA MINIMUM OF 2 BEHIND THE SIDEWALK OR 3' BEHIND THE 6" CURB WHERE THERE ARE NO SIDE WALKS . 13 EACH BUILDING PERM, APPLICATON SUBMITTED TO THE TO WN FOR CONSTRUCTION DF A BUILDING IMPROVEMENT ON A LOG SHALL INCLUDE A SNE PL AN AND SHALL BE REVIE WED BY TOWN STAFF FOR COMPLIANCE WHH THE APPROVED ENGINEERING DESIGNS FOR THE PROPERT Y THE SHE PLAN SHALL INCLUDE SITE -SPECIFIC DESIGN INFOR MATION RELAGING TO KING AND SNO W STORAGE REQUIREMENTS IF THE BUILDI NG IMPROVEMENT, THE PARKING AND SNO W STORAGE A(S)P AND STE-SPECIFIC DESIGN INFORMATION DESCRIBED IN THE BUILDING PER MIT APPLICATION AND SITE PLAN ARE IN SUBSTANTI AL COMPLIANCE WITH THE APPROVED, END;NEERI NG PLANT THIS PLAT, AND THE TO WN S PARKING AND SNOW' STORAGE REQUEA STEOD BU DRAINAGE, LANDSCAPING. AND OTHER IMPROVEMENTS INCLUDED IN EACH APPROVED BUILDING PER MIT APPLICATION OR IN THE SIA SHALL BE COMPLETED AND PRELIMINARILY AGGEPTED BY THE TO 19-3-445 PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY FDR EACH BUILDING AND SHALL BE DELINEATED ON THE AS- BUILT CONDOMINIUM MAP AS MORE PARTICULARLY DESCRIBED IN PLAT NOTE 14. 14 . 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 PORNONOFTDERPROPERTYSHAIIOBE OMPLETEDANDGIME IN ACCORDRS PAW SE EP CTEDVNTHENW.T.,Z AP ( UNITS ") MAY BE SOLD , TRANSFERRED , AS SIGNED, CONVEY ED AND ENCU MBERED IN ACCORDANCE WITH APPLI CABLE LA W, 15 THE PROPERTY IS SUBJECT TO COMMUNITY CHARTER AND PORTIONS OF THE PROPERTY WILL BECOME SUBJECT TO THE TERMS DF NELA CONDOMINIUM DECLARATIONS AS DEVELOPMENT OF PORTIONS OF THE PROPERTY ARE COMPLETED. OVVNERS OF LOTS AND UNITS WIT-IIN hIE PROPERTY ARE ADVISED TO CAREFULLY REVIEW THE TERMS AND CON NEONS OF THE ADEQUATELY DETERMINEND ALL OTHER DECLARATIONS RECORDED AGAINST TITLE TO THE PROPERTY IN ORDER TO RUNDERSTAND THE RESPONSIBILITIES AND OBLIGATIONS IMPOSED AS A CONDITION OF O WNERSHIP WITHIN THE PROPER, 15 ALL DRIVE WAYS, PARKING AREAS, OPEN SPACE AND DRAINAGE IMPROVEMENTS INCLUDING SWALES AND DETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED BY hIE ELK CREEK CONDOMINIUM ASSOCIATION. ALL SUBSEQUENT SUBDIVISIONS AND ANY ARRLICAT ON FOR FPDP APPROVAL SHALL COMPLY WITH ALL APPLI CABLE PRONSIONS OF THE TOWN'S SUBDIVISION REGULATIONS F. ELK CREEK CONDOMINIUMS IN THE FORM AND SUBSTANCE APPROVED BY THE TO WN, SUR MITTING TO CONDOMINI UM O WNERSHIP THE PORTION OF THE PROPEF,Y INCLUDED ON THAT CONDO MINIUM MAP 19 UNIT TRANSFERS. A, PA 4W HAS 16 UNITS IN PA FIN B. AN ADDITIONAL 30 UN,S REMAI NINGPER MITTED S(30T)WILL BET3 TRANSFERRED FROM (274 UN,S -FAPPROVED 3W)E AND (3 -FRO M 5W). BUILDING PERMITS MAY BE ISS UED PRIOR TO FINAL CO MPLETION OF SUBDIVISION IMPROVEMENTS ND CERTIFICATE OF OCCUPANCY SUCH I MPROVE MENTS, AS THE SI A, H AVE BEEN COMPLETED AND PRELIMINARILY ACCEPTED BY THE TO WN. REQUIRED LAS T REVISED 5/16/2021 AZTEC DEVELOPER DAN OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC O BOX 30 WINTER PARK COLORADO BD482 (WO) 726-5600 SPAIN 09/26/2023 SHE ET OE 3 JOHNS DRIVE—\\ P INT F M NCEMENT1 16 CORNER SECTIONS 19 R POND0 9-100 6,00,01 PPP ST,IRECI DEA INC a26002 202, s a a SURF ACE N LEG EN D FOUND 'SECTION COR NER AS 'SHOWN HEREON FINAL PLAT LOT 9, ELK CREEK CO NDOMINIUMS AT GRAND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. MA, R ES(SOA SSIOV OF P ASO 0 FORE, FlEFOOTS BO, CM, REC 88, 20,91.8577 N SW 1/4, aSIN / cc zo v ties -+° 131371.,E,. 11 NS °Ts. 7 5. 11403 (4E)� ae aa'al-c 13-.2. 0,583' LINE SW 1/4, W 1TC 20 P cINT OF BEGINN NG EIV EEK SW 1/4 SIP 1/4 SEC. 20, ELK RANCH ROAD 0 FOREST 60.400.. SOAR OALLOWT Y RE 8 80 218 ,2 I8 ,901 r. ,ns CORNER SECTION Eo \ 0.4 o�a BEL OW EU Rrue I J/\ „� oT L OT LOT a TRAC T A' 00.0040.17. SE 1/4 SW 1/4 sec. 20, T.1S., 8.7511., 014T11 P.M. 100 . � �R O RN ER ,EDM ONE 20/29 EASEMENT S URRO UNDI NG LOT/EASEMENT DETAIL FOP AND ON BEHALF OF AZTEC CONSULTANTS , INC AZTEC DEVELOPER 17/P7F OF PREPARATI ON GRAND PAH DEVELOPMENT, LLC 0 BOX 30 WINTER PARK COLORADO 80482 (9 0) 02.5500 SCAL E 09/26,022 SHE ET OE 3 FINAL PLAT LOT 9, ELK CREEK CO NDOMINIUMS AT GRAND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. ,/ BUILDING S UMMARY / OF UNITS BUILDING TOTAL 13 10 MAO / OF BEDS LEGEND C alasTlc cna STFNGEG AZTEC vLs'a55a5 E ASEMENT N84'40' 82 48' POINT OF BEGINNING 2 E' 5' J / S23'56'23" / 20.00' � 5g 8b3 , TRASH EASEMENT / / / / / / / / / / / / / / / / / / / AZTEC / /7 7 / L OT DEVELOPER PAN OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC 17 0 BOX 30 WINTER PARK COLORADO 80482 (9 0) 72E-5500 SCAL E SHE ET OE 3 FINAL PLAT LOT 10, ELK CREEK CONDOMI NI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. DFDICATION AND NOTARY CLAUSE A PARCEL OF LAND LOCATED IN ,E SOU,WEST QUARTER DF THE S OUTH WEST DUARTER OF SECTION 20, TO WNSHIP 1 SDUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER. COUNTY OF GRAND. STATE OF COLORADO. BEING MORE PAR TNLARLY DESCRIBED AS FOLLOWS BASIS OF BEARINGS THE WEST LINE OF ,E SOUTHWEST QUARTER OF THE S OUTH WEST DUARTER OF SAID SECTI ON 20 , TOW NSHIP 1 SOU, RANGE 75 WEST OF ,E SIXTH PRINCIPAL MERIDIAN, WAS ASSUMED TO BE. MONUMENT., AT THE SOUTH SIXTEENTH CORNER OF SECTIDNS 19 AND 20 BY A SOUT H ALUMINUME CAP DIST ANCE OF INC PLS 34592 (2018r 06 SU RFACE. FEET B ELOW TH SU RFA CE AN D AT E SOU TH WEST CORNER OF SAID SECTION 2D BY A 3 -1/4 -BRASS CAP STA MPE D ,WD LS 163.98 1.6 FEET BELOW MYUFRI INc AT SAID SOUTH SIXTEENTH CORNER of SEC TIONS 19 AND 2D, THENCE ALONG THE NOR, LINE OF THE SOUTHW EST DUARTER OF THE SOUTH.ST QUART. OF SAID SECTION 20, NOR TL 89,7.33'' EAST, A DISTANCE OF 671.61 FEE, THENCE DEPARTING SAID NORTH LINE, SOUTH 3r ,, W EST, A DISTANCE OF 92.61 FEET , THENCE SOUTH 00.00,,,EA S, A DISTAN CE OF 113.19 FEET TO TH E POINT OF REOINNINe THENCE SOUTH 6,0,5. EAST, A DISTAN CE OF 1D6 42 FEE, THENCE SO UTH 23'56'16'' WEST, A DIS TANCE OF 32 99 FEET, THENCE SOUTH 3313, 9" W EST, A DISTA NCE OF 1..53 FEE, THENCE NORTL S1.46.51. WEST, A DISTANCE OF 26 71 FEE, THENCE NO RTL 68.21.4. 4EST, A DISTANCE OF 97 11 FEE, THENCE NOR, 00.00,0" EAST, A DISTANCE OF 24 00 FEE, THENCE NOR, 2,30.5" WEST, A DISTANCE OF 37 58 FEET. THENCE NORTH 563330 EAST A DISTAN CE OF 155 95 FEET TO THE POINT OF !FU NNING CONTA INING AN A REA of 0.577 ACRES . (25,152 SWA RE FEET), MORE DR LESS. q ¢x ToN,EaEAO,FooTanrjNrC,FLO Alr,,,,,,RAA,NED,,EDNOT,NEREBY DEDICATE THOSE PORTION S OF SAID HAL PROPERTY MICH ARE INDICATED AS EASEMENTS 1.,,,,,,,Tcr,LnwrHgEO F, GR ANO PARK DEVE LOPNIENT, LLD , A C OLO RAD O LIm ITED LIA BILITY COmPANY, HAS CAuS EL, IT S NAM E TO BE HEREUNTO DAY OF 20 C CLA RK HIN SCOm B PRESIDENT ST ATE OF COLORADO COUNTY OF GRAND J WITNESS MY H AND AND OFFICIAL SEA L MY COMMISSION EXPIRES DAY OF 20 NoTARY PUBLIC MORTGAGFE'S CONSFNT- 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 JUNE 28, 2012 AT BY TITLE STATE OF COUNTY OF THE FOREGOING INSTRUMENT W AS ACKNOW LEDGED BEFORE ME THIS DAY OF BY AS WITNESS MY HAND A ND OFFICIAL SEAL MY COMMISSION EXPIRES: AZTEC CONSU LTAN TS, INC 38636 DWNFR/DEVEI OPFR: I AND PI ANNER: 30 3-6 32-8 867 GRAND PAR K DEVELO PMENT, LLC. WINTER PARK, CO 80482 SI IRVFYOR: AZTEC CONSULTANTS, INC. LITTLETO N, GO 80122 DATE PREPARED: SEPTEMBER 26, 2022 SURVEYOR'S CERTIFICATE: I, ANTHDNY K. PEA LL, A DULY LICENSED PROFESSION AL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THA T THIS PLA T OF LOT 6, ELK CREEK CONDOMINIUMS AT GRAND PARK, TDULY AND CORRECTLY REPRESENTS THE RESULTS OF A SURVEY MADE BY ME DR UNDER MY DIRECT SUPERVISION AND hIA T SA ID PLAT COMPLIES MTH TH E REQUIREM ENTS DF TITLE 38, ARTICLE 51, COLORADO REVISED STATUTES, 1073, AND THE MONUMENTS REQUIRED BY SAID STATUTE AND BY THE TOWN OF FRA SER SUBDIVISION REGU LATIONS HAVE BEEN PLACED IN THE GROUND NOTARY PUBLIC BOARD OF TRUSTEES APPROVAL THIS DAY OF 20 VBY THE FRASER TOWN ND A LL PUBLIC DEBOARD_NTHE TOWNEOF FRASER DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CORRECTNESS OR ACCURACY OF ANY INFORMATIDN DISCLOSED ON THIS PLAT NDR ANY REPRESENTATIONS OR INFORMATION PRESENTED TO THE TOW N DF FRASER WHICH INDUCED THE TOWN TO GIVE THIS CERTIFICATE BY: MAYOR, TOW N OF FRASER UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE TH. TEN YEARS FROM THE DATE OF THE CERTFICATINN SHOW N HEREON NOME; PER T LE STATE OF COLORADO BO A. OF LICENSURE FOR ARCHITECTS. PROFESSIONAL ENGINEERS, A ND GENERAL NOTE S. T BASS OF BEARINGS FOR THIS PLAT IS THE WEST LI NE OF THE SOUTHWEST QUARTER O ST QUARTER O SECTION S00,6.9.7"E. AS MONIP 1 UMENTED AS SHOWN GE 7HEREOry. OF THE SIXTH PRINCIPAL WHICH WAS ASSUME R SET 18 .LNOTED. R AR WIT H z ALUMINUM CAP MARKED PLS 3863e AT ALL EXTERIO R BOUNDARY CORNERS UNLES S OTHER WISE 5. THIS PLAT DOES NOT CONS, TULE A TITLE SE ARCH BY AZTEC CONSULTANTS INC., TO DETER MINE OWNERSHIP, RICHES OF WAY OR EASEMENTS OF RECORD . FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND TTLE OF RECORD, AZTEC CONSULTANTS INC., RELIED UPON TITLE COMPANY OF THE ROCKIES T TLE COMMITMENT NUMBER 0304066-, W TH AN EFFECTIVE DATE OF SEPTEMBER 15, 2022, LEGAL DESCRIPTION PREPARED BY ANTHONY K PEAL , AZTEC CO NSULTAN, ITO 3. EAST MINERAL A VENUE, SUITE 1, LITTLETON, CO, 80122 THE U. . SURVEY IS ONE METER EQUALS 393]/1 ME FE ET ON THIS SURVEY. PURSUA NT To c R5 36-6Z 10G(2) METRI C ONSITE EASEMENTS A RE HEREBY DEDICAT ED BY THIS PLAT IN THE L OCATI ONS AND FOR T HE PUR POSES SHOW N HERE ON S UPPLE MENTED; FIRE PROTECTION SERVICES FOR THE ELK CREEK CONDOMINIUMS AT G RAND PA RK SH ALL BE PROADED BY THE EAST GRAND FIRE PROTECTION DISTRICT NO, W 2003 AT 'RECEPTION NO. 2003-012705; THE FINALaPEAN 13,,LOPMENT RLAN'aFE0 am TLIETE113F CREEK aC ON DUMINIUMS AT GRAND PARK RECORDED AT RECEPTION NO , ; THE COMMUNI, CHARTER FOR GRAND PARK RESIDENTIAL PROPERTY RECORDED DECEMBER 7, 2005 AT RECEPTION ND , 2603-13034, AS AMENDED AND lH PURSU ANT TO FRASER (THE 'TOWN 3, THE PERMITTED TO BE WITH THE COLORADO COMMON RINTEREST SOWNERSHIP ACT , CRC . §38-33 .3-1D1Cel se, (the "AXIL AND N THECOVENANT FOR COMMUNITY ENHANCEMENT FEE RECORDED DECEMBER 7, 2005 AT RECEPTION N0. 2005-013836 , AS AMENDED AND 9 THE PURPOSE OF S PLAT IS TO DEPICT THE LOT BOUNDARIES. A CONDOMINIUM M AP WILL BE RECORDED SUB SEQUENT TO CONSTRUCTION_ BUILDING SETBACKS ARE IV FRONT, 10. BACK AND 6' SIDE AS MEASURED FRO M THE PROJECT BOUNDARY INCLUDING BUT NOT LIMITED TO ELECTRICITY, N ATURAL OAS, WATER, SE WER, CABLE TELEVISION, INTERNET AND TELEPHONE THIS EASEMENT IS FOR BENEFIT OF ALL UNITS AND MAY BE CONVEYED ON A NON-EXCLUSIVE BASIS TO PROVIDERS OF SUCH SERVICES BUT SUBORDINATE TO PL ANNED OR EXISTING IMPROVEMENTS AND MAL NOT BE USED TO PROVIDE SER VICES TO LOTS OR UNITS PLACEMENT OF � EQUIPMENT, O UCTURES OR CHANGES IN GRADE SHALL COMPL Y WITH STAND ARDS OF ALL UTILITY PROVIDERS UTILIZING THE E ASE MENT l Y EQUIPMENT SHALL BE ALLOWED IN THE FRASER RIGHT-OF- WAY AS DEPICTED HEREIN WHEN PLACEDUA MINIMUM OF 2 BEHIND THE SIDEWALK OR 3 BEHIND THE 6"W CURB WHERE THERE ARE NO SIDE WALKS . 13 EACH BUILDING PERM, APPLIGATON SUBMITTED TO THE TO WN FOR CONSTRUCTION DF A BUILDING IMPROVEMENT ON A LOY SHALL INCLUDE A STE PL AN AND SHALL BE REVIE WED BY EOM STAFF FOR COMPLIANCE WITH THE APPROVED ENGINEERING DESIGNS FOR THE PROPERT Y THE SITE PLAN SHALL INCLUDE SITE -SPECIFIC DESIGN INFOR MATION RELAYING TO KING ADO SNO W STORAGE REQUIREMENTS IF THE BUILDI NG IMPROVEMENT, THE PARKING AND SNO W STORAGE A(S)P AND STE-SPECIFIC DESIGN INFORMATION DESCRIBED IN THE BUILDING PER MIT APPLICATION AND SITE PLAN ARE IN SUBSTANTI AL COMPLIANCE WITH THE APPROVED ENGINEERI NG PLANS, THIS PLAT, AND THE TO WN 6 PARKING AND SNOW STORAGE REQUEA STEOD BU DRAINAGE, LANDSCAPING. AND OTHER IMPROVEMENTS INCLUDED IN EACH APPROVED BUILDING PER MIT APPLICATION OR IN THE SIA SHALL BE COMPLETED AND PREUMINA AYF ACCEPTED BY THE TO 19-3-445 PRIOR TO IGSU AN CE OF A FINAL CERTIFICATE OF OCCUPANCY FDR EACH BUILDING AND SHALL BE DELINEATED ON THE AS- BUILT CONDOMINIUM MAP AS MORE PARTICULARLY DESCRIBED IN PLAT NOTE 14. 14 . 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 PORTON OF THE PORNON OF TONER PROP RTYSHAIIO BE OMPLETED ANDGME IN AC:CRp1,S PAW SE EP CiEDVDN THENWNF.T., I AP ( UNITS ") MAY BE SOLD , TRANSFERRED , AS SIGNED, CONVEYED AND ENCU MBERED IN ACCORDANCE WITH APPLI CABLE LA W. 15 THE PROPERTY IS SUBJECT TO COMMUNITY CHARI ER AND PORTIONS OF THE PROPERTY WILL BECOME SUBJECT TO THE TERMS OF NE W CONDOMINIUM DECLARATIONS AS DEVELOPMENT OF PORTIONS OF THE PROPERTY ARE COMPLETED. OVVNERS OF LOTS AND UNITS WIT-IIN hIE PROPERTY ARE ADVISED TO CAREFULLY REVIEW THE TERMS AND CONDITIONS OF THE ADEQUATELY DETERMINEND ALL OTHER DECLARATIONS RECORDED AGAINST TITLE TO THE PROPERTY IN ORDER TO AND UNDERSTAND THE RESPONSIBILITIES AND OBLIGATIONS IMPOSED AS A CONDI TION OF O WNERSHIP WITHIN THE PROPER. . 15 ALL DRIVE WAYS, PARKING AREAS, OPEN SPACE AND DRAINAGE IMPROVEMENTS INCLUDING SWALES AND DETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED BY hIE ELK CREEK CONDOMINIUM ASSOCIATION. ALL SUBSEQUENT SUBDIVISIONS AND ANY APPLICATON FOR FPDP APPROVAL SHALL COMPLY WITH ALL APPLI CABLE PRONSIONS OF THE TOWN'S SUBDIVISION REGULATIONS FOR ELK CREEK CONDOMINIUMS IN THE FORM AND SUBSTANCE APPROVED I, THE TO WN, SUB MITTING TO CONDOMINI UM O WNERSHIP THE PORTION OF THE PROPER. INCLUDED ON THAT CONDO MINIUM MAP 19 UNIT TRANSFERS' A. PA 4- W HAS 16 UNITS IN PA 4W B. AN ADDITIONAL 30 UNITS REMAI NING E e (30%)WILL BETRANSFERRED FROM (27-FR4 UNITS ARE O M 3WA)E AND (3 -FRO M 5W). BUILDING PERMITS MAY BE ISS UED PRIOR TO FINAL CO MPLETION OF SUBDIVISION IMPROVEMENTS ND CERTIFICATE OF OCCUPANCY SUCH I MPROVE MENTS, AS THE SI A, H AVE BEEN COMPLETED AND PRELIMINARILY ACCEPTED BY THE TO WN. REQUIRED LAS T REVISED 5/16/2021 AZTEC DEVELOPER 171P7F OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC 0 BOX 30 WINTER PARK COLORADO 8.482 (WO) 726-85.0 SCAL E 09/26,022 SHE ET OE 3 FINAL PLAT LOT 10, ELK CREEK CONDOMI NI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. JOH NS DRIVE MAO- R ES( .6 011 49/ON OF PAWL O FORE, ME AO ONS Mit =maw, a,81' (TIE) Al. LI NE W 1 /4, SIN /4, S EC 20 0,E) Na907 33 s 13107 6 POINT OF BEGINNING 1 a SW 1/4 SIP 1/4 SEC. 20, T.IS., E.75W., SIXTH P. M. SW 1/4, SEC, 20 LEGEND FOUND SEC TION CORNER AS SHOWN HEREON e av o PARK AM OR R E.91.11. 00, RE, NO 21 ,772 L OT AND LOT 5. GREEN LOW01 .1.1.1V S 0 (^ ouwr�e eaar NO 3-1/a ALUwwinc , rvP )/.\%4 015N004 PE,PLS 39592 e0 py ZZ 40 9d L OT alf9 SE 1/4 0,1 1/4 SEC. 20, T.I0., R. 75K., SIXTH P.M. ,.% „ "n7 ti7"/ FOu ND 3' 'BRA SS CAP STMIPED 'IS 7109 19 72" 2.0. ABU E SuREACE SURRO UNDI NG LOT/EASEME NT DETAIL FOR AND ON BEHALF OF AZTEC CONSULTANTS , INC AZTEC DEVELOPER 171P7F OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC 0 BOX 30 WINTER PARK COLORADO 80482 (970) 725-5000 SCAL E 09/26,022 SHE ET OE 3 FINAL PLAT LOT 10, ELK CREEK CONDOMI NI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. YSO BUILDING S UMMARY / OF UNITS BUILDING TOTAL MAX / OF BEDS 60 so LEGEND ° PLASTIC A9 sTAnw9eo AZTEC 1661 6a6 7J 6 '03 1 L l l // ---_, - V _ / ,,,, ,,, AZTEC coNsuLT aNTs . INc AZ DEVELOPER DAN OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC WINTER PARK COLORADO 80482 (970) 726-5500 SPAIN 03/26,023 SHE ET OE 3 FINAL PLAT LOT 11, ELK CREEK CONDOMI NI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. DFDICATION AND NOTARY CLAUSE SOUTHA PARCEL OF LA. LOCATED IN HTE SOU,wE61- QUARTER OF THE S OUTH wEST !QUARTER OF SECTION 20. TO wNSHIP 1 SOUTH, RANGE 75 N EST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF FRASER. COUNT" OF GRANO. STATE OF COLORADO. BEING MORE PARTICULAFEY DESCRIBED AS FOLLOwS BASIS OF BEARINGS THE wEST LINE OF HTE SOUTHwEST QUARTER OF THE S OUTH wEST !QUARTER OF SAID SECTI ON 20 , TOW NSHIP 1 SOT, NOMMEN.° AT THE SOUTH SIXTEENTH CORNER OF SECTIONS 19 A. 20 BY A 1/4" ALUMINUME CAP DIST ANCE OF INC PLS 34592 (2016)" c LFEET B ELOE_ SU RFA CE AN D Ar THE SOU TH wE3T CORNER OF SAID SECTION zD BY A 3-1/4" BRASS CAP STA MPE D DWD LS 16398 T.6 FEET BELOW ING AT SAID SOUTH SIXTEENTH CURER of SEC TIONS 19 AND 2D, THENCE ALONG THE NOR, LINE OF THE SOUtHw EST !QUARTER OF THE SOUTH.ST !QUARTER OF SAID SECTION 20, NOR, BONN, EAST, A DISTANCE OF B71.61 FEET THENCE DEPARTING SAID NORTH LINE, SOUTH ST NES. w EST, A DISTAHCE OF 92.81 FEET 10 THE POINT nF FIRINNINC- THENCE SOUTH 00.00'00" EAST, DISTANCE OF 113.19 FEET, THENCE SOUTH .'33'6. WEST, A DISTANCE OF 1.96 FEET, THENCE NOR, 2 2.'38' WEST, A DIST ANC E OF 62 42 FEET. THENCE NO R, 2916'23" VEST, A DISTANCE OF 42 DD FEEL THENCE NOR, 00' 00' 00" EAST, A DISTANCE OF 110 80. FEET: THENCE NO R, 86.713.6" EAST, A DISTANCE OF .4 S2 FEEL THENCE SOUTH 32025] W ES T. A DISTANCE OF 13. 25 FEET TO THE pQNT OF RFC NNING CONTAINING AN AREA OF 0862 ACRES. (26,838 SOUARE FEET), M ORE OR LESS THE USE OF THE PUBLIC FOREVER, AND DO HEREBY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENTS M71,52,13.0E. G RANO PARK DE.L0 ..... LLD. A COLORADO LeE TED NABILIly CNAPArty. HAS CAUSED ITS NA ME TO BE HEREUNTO DAy OF 20 C CLARK LIPS.. PRESIDENT S TA TE OF COLORA DO COuNTY of GRAND WITN ESS MY HAND AND OFFICIAL SEAL NoTARy PUBLIC MORTGAGEE'S CONSENT: THE UNDERSIGNED, BEING T HE A UTHOR IZED REPR ESEN TATIVE OF U. S. BANK, N. A., THE HOLDER OF A BENEFICIAL INTEREST IN AND TO THE PR OPERTY DESCR IBED ON TH IS P LAT. UN DER DEED OF TRUST RECORD JUNE 28, 2012 AT BY NAME: TITLE' . S TATE OF )SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20___ BY AS OF U.S. BANK. N.A W ,NESS MY HA ND AN D OFFICIA L SEAL MY COMMISSION EXPIRES N OTARY PUBL. BOARD OF TRUSTEES APPROVAL APPR OVED AND ALL PUBLIC DEDICADONS A CCEPTED THIS 20_ BY THE FR ASER ACC RACY OF AN INFORMATION DISCLOSED ON THIS PLAT UM E ANDR RA THE CORRECTNESS OR IBILITv FOR REPRESENTATIONS OR INFORMATION PRESENTED TO THE TOWN DF FRASER WHICH INDUCED THE TOWN TO GIVE THIS CERTIFICATE. BE DWNFR/DEVEI OPFR: ORA. PAR K DEvELO PmENT, LLC. 'METER PARK, CO 80482 I AND PI ANNER: 30 3-6 32-6 667 SI IRVFYOR: AZTEC CONSULTANTS, ING LITTLETO N, CO 80122 DATE PREPARED: SEPTEMBER 26, 2022 SURVEYOR'S CERTIFICATE: GENERAL NOTE S. T BASS OF BEARINGS FOR THIS PLAT IS THE NEST LI NE OF THE SOUTHWEST QUARTER O ST QUARTER O SECTION S00'06'4]"E. AS MONIP 1 UMENTED AS SHOWN GE 7HREOry. OF THE SIXTH PRINCIPAL WHICH WAS ASSUME R SET 18 "L NOTED. R AR WIT H z ALUMINUM CAP MARKED PLS 3863. AT ALL EXTERIO R BOUNDARY CORNERS UNLESS OTHER WIS G. THIS PLAT DOES NOT CONS6TUTE A TITLE SE ARCH BY AZTEC CONSULTANTS INC., TO DETER MINE OWNERSHIP, F,IGHTS OF WAY OR EASEMENTS OF RE CORD . FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND T,LE OF RECORD, AZTEC CONSULTANTS INC., RELIED UPON TITLE COMPANY OF THE ROCKIES TITLE COMMITMENT NUMBER 0.30 ,1060-C4 WITH AN EFFECTIVE DATE OF SEPTEMBER 19, 2022. LEGAL DESCRIPTION PREPARED BY ANTHONY K PEAL E AZTEC CO NSULTANTS INC 3. EAST MINERAL A VENUE, SUITE 1, LITTLETON, CO, 80122 THE U.S . SURVEY FOOT WAS USED FOR ALL ME FE ET MEASURE MENTS ON THIS SURVEY. PURSUA NT To C R5 36-5 2103(2) METRI C CON VER SION IS ONE METER EQUALS 393]/1 CNSITE EASEMENTS A RE HEREBY DEDICAT ED BY THIS PL. IN THE L OCATI ONS AND FOR T HE PUR POSES SHOW N HERE ON S UPPLE MENTED; FIRE PROTECTION SERVICES FOR THE ELK CREEK CONDOMINIUMS AT G RAND PA RK SH ALL BE PROVIDED BY THE EAST GRAND FIRE PROTECTION DISTRICT NO. W 2005 AT RECEPTION NO. 200.01.2709; THL FINALDPLAN DL.LOPMENT PLAN'TDO DT ,E)FLIKT CREEK DE UN DOMINIUMS AT GRAND PARK RECORDED AT RECEPTION NO . ; THE COMMUNI. CHARTER FOR GRAND PARK RESIDENTIAL PROPERTY RECORDED DECEMBER 7, 2005 AT RECEPTION NO , .05-13834, AS AMENDED AND m PURSU ANT TO FRASER (THE'TOWN. THE PERMITTED TO WITH THE COLORADO COMMON RINTEREST SOWNERSHIP ACT . B ENS . §38-33 .3-1D1CONDOMINIUMNeee'Ah".N AND N THECOVENANT FOR COMMUNITY ENHANCEMENT FEE RECORDED DECEMBER J. 2005 AT RECEPTION N0. 2005-013836 , AS AMENDED AND A THE PURPOSE OF S PLAT IS TO DEPICT THE LOT BOUNDARIES. A CONDOMINIUM M AP WILL BE RECORDED SUB SEQUENT TO CONSTRUCTION_ • BUILDING SETBACKS ARE 10' FRONT, 10' BACK AND 6' SIDE AS MEASURED FRO M THE PROJECT BOUNDARY INCLUDING BUT NOT LIMITED TO ELECTRIC ,Y, N ATURAL GAS, WATER, SE WER, CABLE TELEVISION, INTERNET AND TELEPHONE THIS EASEMENT IS FOR OLE BENEFIT OF ALL UN,S AND MAY BE CONVEYED ON A NON-EXCLUSIVE BASIS TO PROVIDERS OF SUCH SERVICES BUT SUBORDINATE TO PL ANNED OR EXISTING IMPROVEMENTS AND MAT NOT BE USED TO PROVIDE SER VICES TO LOTS OR UNITS PLACEMENT OF � EQUIPMENT, O UCTURES OR CHANGES IN GRADE SHALL COMPL Y WITH STAND ARDS OF ALL UTILITY PROVIDERS UPLIZINC THE E ASE MENT l Y EQUIPMENT SHALL B 2 RICHTOOF- WAY AS DEPICTED HEREINWHENPLACEDUA MINIMUM OF 2 BEHIND THE SIDEWALK FOR 3 BEHIND THE 6" CURB WHERE THERE ARE N0 SIDE WALKS . • EACH BUILDING PERM, APPLIGATON SUBMITTED TO THE TO WN FOP CONSTRUCTION OF A BUILDING IMPROVEMENT ON A LOT SHALL INCLUDE A S,E PL AN AND SHALL BE REVIE WED BY TO WN STAFF FOR COMPLIANCE W,H THE APPROVED ENGINEERING DESIGNS FOR THE PROPERT Y THE SITE PLAN SHALL INCLUDE SITE -SPECIFIC DESIGN INFOR MATION RELATING TO KING AND SNO W STORAGE REQUIREMENTS IF THE BUILDI NG IMPROVEMENT, THE PARKING AND SNO W STORAGE A(S)P AND STE-SPECIFIC DESIGN INFORMATION DESCRIBED IN THE BUILDING PER MIT APPLICATION AND SITE PLAN ARE IN SUBSTANTI AL COMPLIANCE WITH THE APPROVED,AENZFNEERI NG PLANS, THIS PLAT, AND THE TO WN 3 PARKING AND SNOW STORAGE EQUEA STEOD BU DRAINAGE. LANDSCAPING. AND OTHER IMPROVEMENTS INCLUDED IN EACH APPROVED BUILDING PER MIT APPLICATION OR IN THE SIA SHALL BE COMPLETED AND PRELIMINARILY AGGEPTED ev THE TO 19-3-445 PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY FDR EACH BUILDING AND SHALL BE DELINEATED ON THE AS- BUILT CONDOMINIUM MAP AS MORE PARTICULARLY DESCRIBED IN PLAT NOTE 14. 14 . 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 PORNON OF TDHER PROP RT'EstsA OBE OMPLETED ANDGME IN AC:CROR S PAW SE EP CiEDV DN T HEN WN�DOMINI AP ( UNITS ") MAY BE SOLD , TRANSFERRED , AS SIGNED, CONVEY ED AND ENCU MBERED IN ACCORDANCE WITH APPLI CABLE LA W. 15 THE PROPERTY IS SUBJECT TO OLE COMMUNITY CHARTER AND PORTIONS OF THE PROPERTY WILL BECOME SUBJECT TO THE TERMS OF NE W CONDOMINIUM DECLARATIONS AS DEVELOPMENT OF PORTIONS OF THE PROPERTY ARE COMPLETED. OVVNERS OF LOTS AND UNITS WIT-IIN ,E PROPERTY ARE ADVISED TO CAREFULLY REVIEW THE TERMS AND CONDITTONS OF THE COMMUNITY CHARTER ALL OTHER DECLARATIONS RECORDED AGAINST TITLE TO THE PROPERTY IN ORDER TO ADEQUATELY DETERMINE NDAUNDERSTAND THE RESPONSIBILITIES AND OBLIGATIONS IMPOSED AS A CDEITION OF O WNERSHIP WITHIN THE PROPER, . 15 ALL DRIVE WAYS, PARKING AREAS, OPEN SPACE AND DRAINAGE IMPROVEMENTS INCLUDING SWALES AND DETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED BY hIE ELK CREEK CONDOMINIUM ASSOCIATION. • ALL SUBSEQUENT SUBDIVISIONS AND ANY APPLICADON FOR FPDP APPROVAL SHALL COMPLY WITH ALL APPLI CABLE PRONSIONS OF THE TOWN'S SUBDIVISION REGULATIONSI, ANTHDNY K. PEA LL, A DULY LICENSED PROFESSION AL LAND SURVEYOR IN THE STATE OF COLORADO, TO WN,DO HEREBY CERTIFY THA T ,IS PLA T OF LOT 6, ELK CREEK CONDOMINEMS AT GRAND PARK, IDULY AND CORRECTLY REPRESENTS THE RESULTS OF A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IrNDTDIFP"A' g1121DRIDLEDPED)FIDDUIITIDNDODDMAFTHDODVEDMDENTDDETLDOWS'Dt'AnEnEDDDZKAN' rxrTNN AND ,A T SA ID PLAT COMPLIES WITH FOR ELK CREEK CONDOMINIUMS IN THE FORM AND SUBSTANCE APPROVED THE SUD MITING TO CONDOMINI UM M STATUTES, 1973, AND ,E MONUMENTS TH E DF D REQUIRED BY SAID STATUTE AND BY THE TOWN OF FRA SER O WNERSHIP THE PORTION OF THE PROPERTY INCLUDED ON THAT CONDO MINIUM MAPSUBDIVISION REGU LATIONS HAVE BEEN PLACED IN THE GROUND AZTEC CONSU LTAN TS, INC UPON ANY DEFECT IN THIS SURvEr BE CO.ENCED NORE TH. TEN YEARS FROm THE DATE OF THE GER-BEIGES, SHOW N HEREON NOME; PER -TIE STATE OF COLORADO BO A. OF LICENSURE G DR ARCHITECTS. PROFESSIONAL ENGINEERS, A ND 19 UNIT TRANSFERS' A. PA 4. HAS 16 UNITS IN PA FIXY B. AN ADDITIONAL 30 UN,S REMAI NING ES(30%)WILL BETR MITTED AND e TRANSFERRED FROM (22-FR4 UN,S ARE OM 312)APPROVED AND (3 -FRO M 5W). BUILDING PERMITS MAY BE ISS UED PRIOR TO FINAL CO MPLETION OF SUBDIVISION IMPROVEMENTS ND CERTIFICATE OF OCCUPANCY SUCH I MPROVE MENTS, AS THE SI A, H ABEEN COMPLETED AND PRELIMINARILY ACCEPTED BY THE TO WN. REQUIRED VE LAS T REVISED 5/16/2021 AZTEC DEVELOPER 171P7F OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC O BOX 30 WINTER PARK COLORADO BD482 (970) 726-8600 SCAL E 09/26,022 SHE ET OE 3 FINAL PLAT LOT 11, ELK CREEK CONDOMI NI UMS AT GRA ND PARK JOHNS DRIVE—\\ P INT F M NCEMENT16 CORNER SECTIONS 19 re PEER 6, P FOUND 0 -1/, ALEMINEMA CAP STAN CH DEA INC 0 s/ SURF ACE LEGEND --FOUND SECTION CORNER 23 SHOWN HEREON A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. REG 202,913571 W 1/4 SW //4, SEO E e».s� ( n�N NB94 E I 20 E£(7NNING SW 1/4 SIP 1/4 SEC. 20, E Nag as4 U NW 1/,,SW 1/4, C 20 ELK RANCH ROAD i AM OR R ES VEIVISI OM or FA RO. 0 or FOREST PA EA0O WS REC wa vane I j RES1/0 011,SIO N OF Parr. FEC NO 796590 ( :4 EuuI1:U cu coreu a zo 3 i%S�a L OT LOT a TRAC T 0 % o,A BEL OW SU RFACE SE 1/4 SW 1/4 SE , 20, T.10., 8.7511., SIXTH P.M. SURROUNDING LOT/EASEMENT DETAIL w re O rew EE SECTIONS 20/29 ETAVEZENT FOP AND ON BEHALF OF AZTEC CONSULTANTS , INC AZTEC DEVELOPER 17/P7F OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC 0 BOX 30 WINTER PARK COLORADO 80482 (9 0) 725-5000 SCAL E 09/26,022 SHE ET OE 3 FINAL PLAT LOT 11, ELK CREEK CONDOMI NI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. .1==t1 AIOLLTS 1 .:941:4 R ESOODIVISIO M R FC NO 20210115, POINT OF COMM ENC EMENT s ins CORNER SECTIONS Ish OS, R OA iP AI s . tr �IM 34592 OIO. 06 BELO W SURFACEN LAPLATTED BUILDING S UMMARY / OF UNITS BUILDING TOTAL 12 MAX / OF BEDS 60 so LEGEND +- FOUND SECTION CORNER AS SHOW N HEREON O 'LASTIc CAP STaNvcO AZTEC Pg4aa6a6 i L \ 532 '02'57"W 13 .25' OF BEOINFO NTNNG \ 7 49. ACCESS TT) & UTILITY ITT EA SEMENT v AZ N DEVELOPER DAN OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC O BOX 30 WINTER PARK COLORADO 80482 (9 0) 726-5500 SLO E 09/26/2023 SHE ET OE 3 FINAL PLAT LOT 12, ELK CREEK CONDOMI NI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. DFDICATION AND NOTARY CLAUSE A PARCEL OF LAND LOCATED IN P. SOU,6E611 QUARTER Dr THE S OUTH wEST DUAPTER OF SECTION 20. TO wNSHIP 1 SOUTH, RANGE 75 WEST BIEJLjEWSDEE"RINCIPAL MERIDIAN, TOWN OF ERASER. COUNTY OF GRAND. STATE DE COLORADO. BEING MORE PARTICULARLY DESCRIBED AS SOUTH BASIS OF BEARINGS THE wEST LINE OF P. SOUTHwEST QUARTER Dr THE S OUTH wEST DUARTER OF SAID SECTI ON 20 , TOW NSHIP 1 SOU. MONUMENT.. THE SOUTH SIXTEENTH CORNER OF SECTIONS 19 AND 20 BY A 1/. ALUMINU M CAP DIST ANCE OF INC PLS 34592 (2018% SU RFA CE AN D AT THE SOU TH WEST CORNER OF SAID SECTION 20 BY A 3-1/4'BRASS LIP STA MPE D "OWD LS 16398 1.6 FEET BELOW SURFACE. MYUFRI Iuc AT SAID SOUTH S %TEENTH oGRNER of SEC TIONS 19 AND 20, THENCE ALONG THE NOR, LINE OF THE SOUTHINEST DUARTEP OF THE SOUTH.ST QUART. DF SAID SECTION 20, NOR, 89 147'331 EAST, A DISTANCE OF 671 61 FEET TO THE POINT OF BEQ NNIN, THENCE DEPARTING SAID NORTH LINE, SOUTH 32.2.7" w EST, A DISTANCE OF 79.66 FEET , THENCE SOUTH 39.47'33" WES, A DISTAN CE OF 1 ST 52 FEET, THENCE NO R, 0010,001 EAST, A DISTANCE OF 19 2D FEE, THENCE NOR, 6 312.02 1 WEST, A DIST ANC E OF 8D 28 FEET TO S AID NO R, LINE; THENCE A LONG SAID NORTH LINE, NORTH 89.47.33 1 EAST, DISTANCE DE 2 91 20 FEET To THE PANT CF BEGINNING CONTAINING AN AREA OF 0_3 53 ACRES (15,385 SQUARE FEET), MORE OR LESS OTHE USE N THE ACCOMPANYING THE PUBLIC PLAT AS FOREVER, AND D EASEMENTS BY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENTS L.IWIsT,NFELW THEZEOE. GRAND PA RK ...LOP ., LLC A COLORADO LIMITED LIABILITY COMPANY. HAS CAUSED ITS NAME TO BE HEREUNTO DAY OF 26 STATE OF C OL ORADO ] ss COUNTY OF GRAND ) NEE DCD. DEEXLEPTDODADBDEA3 MBSEDDEVO'nFDANDEERFADREEDEEvEE6LENT. (LC. s iTNESS my HAND AN D OFFIC.L SEAL [my OF 20 NoTARy PUBLIC 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 PROPER. DESCRIBED ON THIS PL, UNDER DEED OF TRUST RECORD JUNE 28, 2012 AT RECEPTION NO. 2.2-003.3 AND RECEPTION NO 2012-00. 51,1 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, TITLE S TATE OF )S5 COUNTY DF THE FOREGOING INSTRUMENT W AS ACKNOWLEDGED BEFORE ME THIS DAY OF BY AS WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRE% NOTARY PUB. BOARD OF TRUSTEES APPROVAL: APPROVED AND ALL PUBLIC DEDICATONS ACCEPTED THIS 20 BY THE FRASER TOWN BOARD ,E TOWN OF FRASER DOES NOT ASSUME ZEIT': ZSPONSIBIL. 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 OWNFR/DEVEI OPFR: GRAND PAR K DEvELO PmENT, LLC. W NTER PARK, CO 80482 I AND PI ANNER: 1DOE ME cOr ;21#VE. S. A-314 30 3-6 32-8 867 SI IRVFYOR: AZTEC CONSULTANTS, INC. LITTLETO N, CO 80122 DATE PREPARED: SEPTEMBER 26, 2022 SURVEYOR'S CERTIFICATE: I, ANTHDNY K. PEA LL, A DULY LICENSED PROFESSION AL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THA T ,IS PLA T OF LOT 8, ELK CREEK CONDOMINIUMS AT GRAND PARK, TRULY AND CORRECTLY REPRESENTS THE RESULTS OF A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERNSION AND ,A T SA ID PLAT COMPLIES W. TH E REQUIREM ENTS DE D REQUIREDSTATUTES, 1973, AND ,E MONUMENTS SUBDIVISION REGU LATIONS HAVE BEEN PA CCEEDE AND BY THE TOWN OF ERA SER IN THE G ROUND. AZTEC CONSU LTAN TS, INC UPON ANY DEFECT IN THIS SURvEY BE COmmENCED ()ORE THAN TEN YEARS FROm THE DATE OF THE CENTEICATON SHOW N HEREON NOME; PER T LE STATE OF COLORADO BO A. OF LIDEUSURE FOR ARCHITECTS. PROFESSIONAL ENGINEERS, A ND GENERAL NOTE S. T BASS OF BEARINGS FOR THIS PLAT IS THE WEST LI NE OF THE SOUTHWEST QUARTER D ST QQUARTER O SECTION 500'06'47"E AS MONIP 1 UMENT. AS SHOWN GE 7HEREOry. OF THE ST ziH PRINCIPAL WHICH WAS ASSUME R SET 18 .LNOTED. R AR WIT H z ALUMINUM CAP MARKED PLS 3863. AT ALL EXTERIO R BOUNDARY CORNERS UNLES S OTHER WISE 4. 6. 7. THIS PLAT DOES NOT CON... A TITLE SE ARCH BY AZTEC CONSULTANTS INC., TO DETER MINE OWNERSHIP, FLIGHTS OF WAY OE( EASEMENTS OF RE GORD . FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS DE WAY AND T,LE OE RECORD, AZTEC CONSULTANTS INC., RELIED UPON 3 TLE COMPANY OF THE ROCKIES T ,LE COMMITMENT NUMBER 03,1050-C4 W ,H AN EFFECTIVE DATE OF SEPTEMBER 19, GO., LEGAL DESCRIPTION PREPARED BY ANTHONY K PEAL % AZTEC CO NSULTANTS INC 3. EAST MINERAL A VENUE, SUITE 1, LITTLETON, CO, 80122 THE U.S . SURVEY FOOT WAS USED FOR ALL ME FE ET ON THIS SURVEY. PURSUA NT TO c R.S . 38-.1D3(2) METRI C CON VER SION IS ONE METER EQUALS 393]/1 ONSITE EASEMENTS A RE HEREBY DEDICAT ED BY THIS PL. IN THE L OCATI ONS AND FOR T HE PUR POSES SHOW N HERE ON FIRE PROTECTION SERVICES FOR THE ELK CREEK CONDOMINIUMS G RAND PA RK SH ALL BE PROADED BY THE EAST GRAND FIRE PROTECTION DISTRICT NO. W 2005 AT RECEPTION NO. 200E-012709; THE FINALDPEAN DE1.17ELOPADENTEgGrEN hIEEELKE CREEICDOIDEDNEIDNIUMS AT GRAND PARK RECORDED AT RECEPTION NO . ; THE COMMUNI, CHARTER FOR PURSU ANT TO lH ERGRAND PARK RESIDENTIAL PROPERTY RECORDED DECEMBER 7, 2005 AT RECEPTION NO ..05-13834, AS AMENDED AND M(THE 'TOWN. T C BE DEVELOPED ASE FOREGOIN G APPLICABLE ZONING AND UA CONDOMINIUM W ITO H PROPERN IS PERMITTED ACCORDANCE WITH THE COLORADO COMMON INTEREST OWNERSHIP ACT . 7. 2 838-33 .6-.1RECETI Nee, (the .-01c83W AND THE COVENANT SUPPLEEMENTNED. ENHANCEMENT FEE RECORDED DECEMBER J. 2005 AT RECEPTION N0. 20D5-013836 , AS AMENDED AND A THE PURPOSE OF S PLAT IS TO DEPICT THE LOT BOUNDARIES. A CONDOMINIUM M AP WILL BE RECORDED SUB SEQUENT TO CONSTRUCTION_ • BUILDING SETBACKS ARE 10' FRONT, 10' BACK AND 6' SIDE AS MEASURE:, FRO M THE PROJECT BOUNDARY INCLUDING BUT NOT LIMITED TO ELECTRICITY, N ATURAL GAS, WATER, SE WER, CABLE TELEVISION, INTERNET AND TELEPHONE THIS EASEMENT IS FOR 19-IE BENEF , OF ALL UN,S AND MAY BE CONVEYED ON A NON-EXCLUSIVE BASIS TO PROVIDERS OE SUCH SERVICES BUT SUBORDINATE TO PL ANNED OR EXISTING IMPROVEMENTS AND MAY NOT BE USED TO PROVIDE SER VICES TO LOTS OR UNITS PLACEMENT OF � EQUIPMENT, O UCTURES OR CHANGES IN GRADE SHALL COMPL Y WITH STAND ARDS OF ALL UTILITY PROVIDERS UTILIZING THE E ASE MENT l Y EQUIPMENT SHALL BE ALLOWED IN THE FRASER RIGHT-OF- WAY AS DEPICTED HEREIN WHEN PLACEDUA MINIMUM OF 2 BEHIND THE SIDEWALK OR 3 BEHIND THE 6"W CURB WHERE THERE ARE NO SIDE WALKS . • EACH BUILDING PERM, APPLICATON SUBMITTED TO THE TO WN FOP CONSTRUCTION OF A BUILDING IMPROVEMENT ON A LOI SHALL INCLUDE A S,E PL AN AND SHALL BE REVIE WED BY TO WN STAFF FOR CDMPL.NCE W,H THE APPROVED ENGINEERING DESIGNS FOR THE PROPERT Y THE SITE PLAN SHALL INCLUDE SITE -SPECIFIC DESIGN INFOR MATION REL... TO KING AHD SNO W STORAGE REQUIREMENTS IF THE BUILDI NG IMPROVEMENT, THE PARKING AND SNO W STORAGE A(S)P AND STE-SPECIFIC DESIGN INFORMATION DESCRIBED IN THE BUILDING PER MIT APPLICATION AND SITE PLAN ARE IN SUBSTANTI AL COMPLIANCE WITH THE APPROVED ENGINEERI NG PLANS, THIS PLAT, AND THE TO WN 3 PARKING AND SNOW STORAGE REQUEESETE BU DRAINAGE. LANDSCAPING. AND OTHER IMPROVEMENTS INCLUDED IN EACH APPROVED BUILDING PER MIT APPLICATION OR IN THE SIA SHALL BE COMPLETED ANC PRELIMINA NLY AGGEPTEC BY THE TO 19-3-445 PRIOR TO IBSU AN CE OF A FINAL CERTIFICATE OF OCCUPANCY FDR EACH BUILDING AND SHALL BE DELINEATED ON THE AS- BUILT CONDOMINIUM MAP AS MORE PARTICULARLY DESCRIBED IN PLAT NOTE 14. 14 . 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 PORPIONTOFTOHERPROPERTYSHAIIO BE OMPLETEDANDCIME INAC:CRDR S PAW SE EPCTEDDNTHEN1o.FTMINI AP ( UNITS ") MAY BE SOLD , TRANSFERRED , AS SIGNED, CONVEYED AND ENCU MBERED IN ACCORDANCE WITH APPLI CABLE LA W. 15 THE PROPERTY IS SUBJECT TO 19-IE COMMUNITY CHARI ER AND PORTIONS OE THE PROPERTY WILL BECOME SUBJECT TO THE TERMS OF NE W CONDOMINIUM DECLARATIONS AS DEVELOPMENT OF PORTIONS OE THE PROPERTY ARE COMPLETED. OVVNERS OF LOTS AND UNITS WITLIN ,E PROPERTY ARE ADVISED TO CAREFULLY REVIEW THE TERMS AND CONDI EONS OF THE ADEQUATELY DETERMINEND ALL OTHER DECLARATIONS RECORDED AGAINST TITLE TO THE PROPERTY IN ORDER TO AND UNDERSTAND THE RESPONSIBILITIES AND OBLIGATIONS IMPOSED AS A CDNDTON OF O WNERSHIP WITHIN THE PROPER, . 15 ALL DRIVE WAYS, PARKING AREAS, OPEN SPACE AND DRAINAGE IMPROVEMENTS INCLUDING SWALES AND DETENTION FACILITIES SHALL BE PRIVATE AND MAINTAINED BY hIE ELK CREEK CONDOMINIUM ASSOCIATION. • ALL SUBSEQUENT SUBDIVISIONS AND ANY APPLICATON FOR FPDP APPROVAL SHALL COMPLY WITH ALL APPLI CABLE PRONSIONS OF THE TOWN'S SUBDIVISION REGULATIONS FOR ELK CREEK CONDOMINIUMS IN THE FORM AND SUBSTANCE APPROVED BY THE TO WN, SUB MITTING TO CONDOMINI UM O WNERSHIP THE PORTION OF THE PROP../ INCLUDED ON THAT CONDO MINIUM MAP 19 UNIT TRANSFERS. A. PA 4W HAS 16 UNITS IN PA tlIN B. AN ADDITIONAL 30 UNiREMAI NING 0PER MITTED T• TRANSFERRED FROM (27-FR4 UN,S ARE OM 31VTAPPROVED AND (3 -FRO M 5W). BUILDING PERMITS MAY BE ISS UED PRIOR TO FINAL CO MPLETION OF SUBDIVISION IMPROVEMENTS ND CERTIFICATE OF OCCUPANCY SUCH I MPROVE MENTS, AS THE SI A, H AVE BEEN COMPLETED AND PRELIMINARILY ACCEPTED BY THE TO WN. REQUIRED LAS T REVISED 5/16/2021 AZTEC DEVELOPER r uk7F OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC 17 D BOX 30 WINTER PARK COLORADO S.. (970) 726-83D0 SLAT E 09/26/2323 SHE ET OF 3 FINAL PLAT LOT 12, ELK CREEK CONDOMI NIUMS AT GRAND PARK JOHNS DRIVE A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, - __- TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. L EGEND (02 POINT OF M NC EMENTWO, R ESVO ON,910/1 OF F ARO( 0 FORE, MEA0011, 8 BOLR CO 1 16 ER SECTIONS 16 o EEC Nc. z 571 FOUND wd 4P Ls STAM PED ua LYE:, sw /0e. 000 42 a s\ \ suvr ncE uas a7. -Er E e».s1 (15N 052 E 1 N N ag aa1 N- N23020. LINE SW 1/4, W 1T� C 20 P OI NT OF BE —CANNIN G LOT A .AlfA TEO). FE N SW 1/4 SIP 1/4 SEC. 20, FOUND SECTION CORNER 00 SHOW N HEREON ELK RANCHROAD L OT LOT a TRAC T A L OT MO L OT SE I/4 SN 1/4 SEC. 20, T.10., 0 751f., SI%TH 1,31. IMI LAITED O RD ER SELM ONS 20/29 SURROUNDING LOT/EASEMENT DETAIL FOR AND ON BEHALF OF AZTEC CONSULTANTS , INC AZTEC DEVELOPER DAN OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC O BOX 30 WINTER PARK COLORADO 80482 (9 0) 725-1500 SPAIN 09/26/2023 SHE ET OE 3 FINAL PLAT LOT 12, ELK CREEK CONDOMI NI UMS AT GRA ND PARK A PART OF T HE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIA N, TOWN OF FRASER, COUNT Y OF GRAND, STATE OF COLORADO. POINT OF COMM ENC EMENT lTs CORNER SECTIONS ,RT2 T15, R ESET CM PA I .4,,,,,,,„,,,'' —as eEla w sucFncE N00'00'00"E 19 .20' LEGEND 4 -FOUND SECTION CORNER AS SHOWN HEREON * PLASTIC Cna sTaNaEO AZTEC aL5438636 PA N89'47'33 "E 291 .20' / /33 / A EC NO 2021,15, P OI NT OF /\ BEQMIINQ / \ 40. ACCESS & UTILITY EASEMENT AZTEC 4 DEVELOPER CAFE OF PREPARATI ON GRAND PARK DEVELOPMENT, LLC O BOX 30 WINTER PARK COLORADO 80482 (WO) 726-5500 SLAT E 09/26/2323 SHE ET OF 3 `n d N) 8(k r".� " 'off N d dry ° N �, 'A d °,„ '.h, p i n;SN ud' d V R P o d" n � mm r ' r'„ u� p p n.,� '6lNa+�idNd"'611� I P a ndw N.,�:.rt glY.uN r�tl:�o';V.d o:Vd.B.p Town of Fraser Land Development Referral Summary Date: July 11, 2023 Project Name: Elk Creek Condos 4W.1 FPDP and Final Plat Submittal Referral Begin Date: June 26, 2023 Referral End Date: July 6, 2023 Applicant: Grand Park Development LLC Planner: Will Charles, Baseline CC: Jeff Marck, Terracina Design Clark Liscomb, Grand Park Ed Cannon, Fraser Town Manager Ben Thurston, Baseline Julie Esterl, Baseline Include a comment response sheet addressing each comment provided with your resubmittal. Documents sent on referral: • Elk Creek PA 4W.1 — Final Plat Sub 5 Response Letter — 2023.06.23 • Grand Park 4W.1 — CDs — 2023.06.22 • Grand Park 4W.1 — OPC — 2023.06.22 • Grand Park 4W.1 — Phase I I I Drainage Report — 2023.06.22 • Temporary Drainage Easement — 2023.06.23 Responding Referral Agencies: Will Charles — Baseline Jody Allen — Merrick & Company Julie Koehler — Merrick & Company Elk Creek Condos 4W.1 Final Planned Development Plan and Final Plat — 5th Referral Summary Page 1 of 1 `nd" d "V a ( 442. 'off Nd dry ° N i, 'A d °u ,'.h, p I in;SN ud' d (1.:".,7 ' 8 �'� Il�rr d „,a'i 4 I-r� �" N I cr a^n eN,:.rt glY. raci;V.d o;VdBp 07/11/2023 Layla Rosales Terracina Design 10200 E Girard Ave, Suite A-314, Denver, CO 80231 303-632-8867 x101 Irosales@terracinadesign.com RE: Elk Creek Condos 4W.1 Final PD Plan and Final Plat 4th Referral Comments Layla Rosales, Please find the below comments regarding your submittal for Elk Creek Condos 4w.1 — Final Planned Development Plan and Final Plat. Conditions of Preliminary Plat and Planned Development Plan Approval — Resolution 2022-03-01 Adopted on March 23, 2022 1. Address drainage and utility engineering comments provided by Merrick & Company and revise documents accordingly. CORRECTIONS NEEDED. 2. Address review comments in Whitmer Law Firm memo dated 3-15-2022 and revise documents accordingly. CORRECTIONS NEEDED. 3. Specify width of proposed ROW on plat. RESOLVED. 4. Fraser should require additional ROW for the existing Johns Drive in conjunction with this development application to match the 60' ROW that is being proposed. RESOLVED. 5. Revise note to say 4W has 16 units remaining, not 46. Add additional remaining unit language to Final Plan AND Final Plat notes regarding density transfer. RESOLVED. 6. On Final Plan note #2, delete "130 permitted including 30% transfer (This may be determined in the future). RESOLVED. 7. Revise site data charts accordingly to equal a total of 46 units per the requested density transfer and add site data charts to Final Plat. RESOLVED. 8. Clarify reference to conservation easement on Sheet 3 and 4 of 11 of the Final Plan. RESOLVED. 9. Reference to development permit in the title should be deleted and replaced with Site Plan per code. RESOLVED. 10. Applicant must secure CDOT Utility Permit for US 40 sewer crossing prior to recording the final plat. RESOLVED. 11. Applicant shall resubmit for review and approval all final plat and final plan & site plan documents. This development application shall be scheduled for Planning Commission once these conditions have been addressed. RESOLVED. Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 1 of 2 D:ovvri of IF" r P Box 3:70, Fr n se ' �"-C) 80142. ()BB dry Comments: 1. See other referral agency comments. Regards, Will Charles Principal Planner, Baseline Corporation 112 N. Rubey Drive, Suite 210 Golden, CO 80403 281-352-2709 Will.charles@baselinecorp.com 5 "(1.-"7 (BB': "': 1.8 Elk Creek Condos 4w.1 Final Planned Development Plan and Final Plat Page 2 of 2 R°R MERRICK® July 6, 2023 Michael Brack, Town Manager Town of Fraser 153 Fraser Avenue, P.O. Box 370 Fraser, Colorado 80442 RE: ELK CREEK PA 4W.1 DRAINAGE AND UTILITY REVIEW Dear Mr. Brack: We have reviewed the Elk Creek PA 4W.1 submittal received on June 23, 2023. The submittal included a comment response letter dated June 23, 2023, a draft temporary drainage easement, and other documents related to this project. We have the following comments to offer related to the drainage and utility improvements. Drainage Report The Developer submitted a draft temporary easement. We have the following comments on the easement: 1. The easement shall be revised to include a legal description of the temporary easement boundary, or at least dimensions indicating the easement widths/lengths. 2. Verify that the language in the draft easement is sufficient to transfer legal access to whomever will be responsible for operation of maintenance and ownership of the drainage facilities after construction of the development is completed. 3. In the response letter, the Developer committed to recording the easement when the plat is recorded. The easement shall be recorded before offsite construction commences or whenever the plat is recorded, whichever comes first. Please let us know if you have any questions. Sincerely, Merrick & Company Jeanne M. Boyle, PE, CFM Jeffrey A. Butsbn, PE, CFM hello@merrick.com www.merrick.com UTILITY REVIEW COMMENTS Merrick does not have any further comments on the utility improvements portion of the project. ENGINEER'S OPINION OF ESTIMATED COST COMMENTS The Developer and the Town of Fraser Public Works Director shall agree upon the Engineer's Opinion of Estimated Costs that affects the amount of the surety. Sincerely, Merrick & Company Julie Koehler, PE, ENV SP Sr. Project Manager Jody Allen Asst. Project Manager Cc: Alyssa Rivas, Baseline Engineering Corporation Julie Ester!, Baseline Engineering Corporation Will Charles, Baseline Engineering Corporation q:\denver_north\projects\0492-07 fraser development reviews\reviews\1003_elk creek condos 4w.1\2023-0623 tf-22-07 fpdp final plat 5th submittal\elk creek pa 4w.1 drainage & utility review_2023-0706.docx FINAL CONSTRUCTION PLANS FOR CONDOS AT ELK CREEK - PA 4W.1 CONTA CT LIST CURRENT LAND OWNER TOWN OF FRASER X CEL ENERGY G RAND PARK DEV ELOPMENT C OM PANY P.O . BO X 3710 P.O. BOX 3.0 153 FRA SER A VENUE WINTER PARK CO LORADO 3108. 2 FR ASER 60 304, PHON E 303.372.6633 PHONE 970-726-.31 CONTACT CLARK LIPSCOMB CONTACT. JEFF DURBIN CO NTAC T KATHLEEN JAC OBY ENG INEER CONSULTING REVIEW ENGINEER C ENTURY LINK TERRACINA DE cRnRoIn"M ERRICK COMPANY PHONE: na �a CO 80111 C ONTA CT ANTASEKNNER 303-703-4444 S) GREPHONE.(603)71 VILLAG E, SURVEYOR AZT EC CONSULTA NTS LN Ietan CO 30122 PHONE 306- 71, 1398 CONTACT TONY PEA LL GEOTECH CTL THOM PSO N INC. P0 13 170 1700 AIRPORT ROAD, GRANBY CO 8,45 ROB 4923 P HO NE 970-667.373 BRECKEN RIDGE, CO 8. 13424 CO NTAC T TODD CLA USEN PHON E' 9704502047 CONTACT GEO RG E BPNECKE III EA ST G RAND FIRE C OM CAST PRO TECTION DISTRICT #4 POB 2967 WIN TER PA RK, COLORADO 60482 PHONE 970-726,24 CONTACT TODD HOLEYA RTH MOUNTAIN PARKS ELECTRIC GRA % TY CO 811446 PHO NE 970,07-2373 C ONTACT TONY HILDRPT UTILITY NOTIFICATION CENTER OF CO LORA DO 2801 S Y OUNGFIELD ST, 8,6E301 GO LDEN CO 80401 PHONE: 611 TOWN OF FRASER, C OLORADO TERR ACINA PR OJECT NO. 15-003 VICINITY MAP SHEET IN DE X NO SHEET TITLE C OVER SHEET GENERAL NOTES OVERALL SITE PL AN SITE N (1 OF z) SITE N (2 0F2) O VERALL UTILITY PL AN UTILIT Y N (i OF s) UTILITY PLAN (2 OF 2) O VERALL GRADING P,N GR ADIN G N (1 OF z) GRA DING N(2 OF z) R OAD PL AN 3 E(1 OF RO AD PLA N 6 PROFILE ,2 OF 21 SIGNAGE AND STRIPING PLAN SANITAR Y PLAN N PR OFILE WATER PLAN A, E(1 OF z) WATER PLAN 0. E(2 OF z) S TOR M PLA N N PROFILE ((OF0 STORM PL AN & PROFILE (2 OF z) POND DETAILS EROSION CONTROL PL OF E) E ROSI ON C ONT ROL PL OF z) RE -VE GETATION PLAN (1 OF 21 RE -VEGET ATI ON PL AN 0 OF 21 DET AILS(' OF r, DETAILS (2 OFT) DET AILS (3 OF 7, DET AILS (4 OF 7, DETAILS (5 OF T) DET AILS (6 OF T) DETAIL S (7 OF T) LAN DSCAPE N OTES & DETAILS PLANS LANDSCAPE (1 OF 2) LANDSCAPE PLANS (2 OF e) 20 21 22 23 24 25 26 27 28 29 30 32 34 B ASIS OF BEARING THE 0PST LINE OF THE NORTHWES T QUA RTE R OF THE SOUTHWEST QUARTER OF SE CTI ON 23 T OWNSHIP 1 SOUTH RAN, WE ST OF THE SIXTH P RINCIPAL MERI DIAN WHICH NAS ASSU MED TO BEAR 9,1410.2"P . BENCHMARK ST ATEMENT N.C. S. CO NTROL POINT "N139" PI O K1608971.T HP STA TI ON IS LOCATED 2A MILE S BY ROA D, N OR TH OF FR ASER BETWEEN THE RAILRO AD AND U S. HIGHW AY: JO . N eVD 29 DATUM ELEVATION = 84.33.73 E NGINEERS STATEMENT THESE C ONSTRUCTION PLANS F OR CONDOS AT ELK CREEK -PA 4W.1 WERE PREPARED BY ME UNDER MY DIRECT SUPERVISION IN ACCORDANCE WRH THE REQUIREMENTS OF THESE STANDARDS . MARTI N MET SKER DA TE TOWN OF F RASER APP ROV AL BLOCK TH ESE DESIG NS PLA NS. AND CONTRACT DOCU MEN TS A RP R EVI EW ED F OR CONCEPT AND GENERAL N OR ONLY, AND THE RESP ONSIBILITY eSIGNTO TADEQUACY SHALL REM AIN0 Ds THE EN GINEE R OF RECOR D. THIS FOR EVEW D OES N OT IMPL Y R ESP ON SIBILITY BY EITHER THE TOWN OF FR ASER OR THE TO,NN 0 ENGINEER FOR COMPLETENESS, TH AT QUANTITIES OF ITEMS INDICACALCULATIONS. ED oN THE PLANS ARE THE DOES NOT Es ACCEPTANCE OF FIN ANCIAL RESPONSES, BY THE TOWN OF FRASER ORAN( OF THE REVIEWING PARTIES FOR ADDITIONAL ITEMS AND AD DITI ONAL QUAN TITIES OF ITEMS SH OWN TH AT MA Y BE REQUI RED DURING THE CONSTRUCTION PHASE. REOUIRED. THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS APPROVED FOR CONSTRUCTION WITHIN ONE YEAR OF THE E ARLIEST OF THESE BY DATE TOW N OF FRASER DA TE EAST GR AND F .P. D. DATE OC 0 LL H Q z C ONSTRUCTI ON SHEET 1 OF 34 GENERAL NOTES: SINAGE AND STRIPPING NOTES: 1 T HE CO NTRACrOR SHALL BE RE SEON ,ELE FON PROMPTLE NO TIFYI NG T HE EN CINE ER OF ANY P ROBLE MS OR P OTE NT KL PR OBLEMS IN CO NFO RM,. TO THE DESION BI NE Ar. 1. ALL SILLY,. AND ST RIEINC SU ELE CT TO T HE r ENERFL N OT ES .THE COVER SLEE T OF TH ESE PLAN S PS ,,ELL Pr T HE SICRA CE AND STRIP,. NOTES L 6TED HERE GRADE FO P PM ELEMEN T OF TI POW -RUCTIO N. MOP TO SONST PUOTION IE OONTPL,T01,1 ALL BE RES PO NSIBLE FOP PRO MPTLY WPM 'CMG TI ENGI NEE P OF SRE C. Al 1 P AINTS,. I SF 1.51,11 THICK Br ON INS TAL I ATI ON AND PX111 THI, WHEN DR., C ONDITIONS TH,DIFF ER FROM THOSE S HOW N ON T HE APPROVED ALL LLETERLELS ,NORICLIAN SLIPAND CO NSTRU CTIO N OE PUBLIC ILIPP,OLENTS S HALL MEE T OR EX CEED,: STAND ARDS AN D SP EC r /CA TION S SET EOPTH IN T HE LATE, T ECHNICAL MA NUA L 01-: ANY AFFLIGABL E rTA NDANDS T HE WIVE SERIN SENT STAN DARD BI LALL PI ERLI.ALL \ YUEN SFALL BE IBBPEUTE D AND APPROVED 131,HE U UNSTILL,I ON CON IR,. I OR IS SPEC:WC/ELLE CAU I CAI LSO, ION AND/OR LLEVP I ION OF LBISIING Ul IL II LS, SHOWN ON I.St PLANS IS B ASEL, ON LLCON DS OF D ICE,. ASS UMES NO RE SRONSIBILITE FOR THEIR PEBNRLETENES S OR A CC UR,V . TH E CO NTR,EO R SHALL BE RESPON SIBLE FU R BERIFVW EHE EXISTENCE ANDU R LOCATION OE ALL UNDERG RO UND UTILITIES AND PARTICIP,E IN THE RESOLI,ION OE AN Y CONE., PPM TO THE C OMMENCEMENT Cr CONSTRUCT ON. TH E C ONTRACT OR hIUST P ALL TH E LOC AL UTILITY LOL A-N UN CEN TER AT L EAST WAI FS BEFO RE.V EX C.:A rk, RELEU EST E BA CT F tL D L OCATIO NS OF TILE U TIL,ES . ST OP EARS SHALL ER 90 NIIL THERMO-PL ASTIC. . P RIOR, CONS TRUCT ION THE SDN TR,TO P SHALL VERIFY PER TI NENT L OC ATIONS AND ELE,TIONS ESPEC NL, C ONNE,IO N POIN TS AND ET POTENT, LTILITY Al I ROADVA, CIGNA, SRC I CONFrirld Tr EILF L1UTCD AND OR THE TOWN'S CRITERIA SEPLE, C ONNECTIONS SI ALL BE INSTALLED PEP ATT PSIIILENT ABSE -1,,ER KWIC:LINE A ND CURB BE DE. AND ATTACHMENT ABSE -*ATE, METE R 4SSELIBLY WTALLATION . CON FLICTS. IT S HALL BE TILE R ESPON CIE ILIN OF THE CONTRA CTO R TO REBO CATE ALL E XISTING U NLIT ES THA T CO NFLI CT ,V RH THE PR OP OSE D I NP RO VENE NTS SNOWY ON NO SONNECTION BETWEE, THE WATER SVETE , DE THE TONN AND THE WATER FACII !TIES, THE OWNER UAL BF LIAD E EXCEET INA PLIBI IC STREET ADEPUCTF TO II ILSL PLA NS. 'C OLIVIODATE THIS CONNECTI ON ON INA L OC ATI ON WILICH FIL UVIDEE ADEQUATE AC CESS =UN TVBrN FERSONNEL AND r/H /SH !SSE! LEA BLE F OIL BURIED PIPES. THE CONTRACTOR SHALL C OO RDINATE A ND COO PERA TE NITH THE TL XVN AND ALL LITILIPI COHE ANIEL INVOLVED VVITH REG ARD TO ILEBOCATUBS SP,DJUSTMENTS cLE EXISTING. LTILITIES DUPING CONSTPUCTIO, AND TO ASCU, IC WORN ACCOMPLISI IED E TIME, FASHION AND I A NINILILILI PLBRUPT ON OF SERV,. T IC SONTRASTOP SBA! I BE RESPONSIBI F FOR COB -ELL -CI, Al I PA RTIES ,FECTED SY ANY DISRUPTION JE AN) UTII Pr, SERVICE . CONTRACTOR SHALL PROL IDEA MINIMUM SEVENTY -TABS !BB, HOURS NOT, TO THE ON -SITE CONSTRUCTION NSPESTOR PRIOR TS MAKI, SONNESTION STIEBILS TO EXISTING ,A TER SA BITARY Sr:VER. /LA B/OR ST OR M SEeLER SV SEEMS PROVID ED TEAT THE UEILITY TEBN D OES NO T DI SIEJET SERV,E TO EXIST,. WALTER OUSTCAIERS,LL TO RN UT ILITY TIE-INS MUS T RE APPR OVE D EV TH E /LATE R PRO VIDER PRICER TO CO MM ENCI NG \BUR K. ALL PERLIANE NT LO NGITUDINAL PAV EMENT S TRIF INS ON A SPH ALT S URFAC ES ,ENTEPLINE S A N: LINES BA1 L NES ET, SHA LL BE WT ALLED APPR OVED BRI DGE CON STRUC TION A ND TILE KL ANJF ACTUIL EI LS I LEULIRELIE NTB . WHE N TAPE Ir U SED UN AN PS RIBAL T B TIL EET h ENALL SE ', LULLED' WO TH E F N., LIF,L N SU NSILETE 4. THERM -PLASTIC APPLICATIONS SLALL BE PS SPECIFIED IN THE PLENS AND O PFER TOWN CRITERIA 5. ALL SURFACES THAT ACCEPT PAINTITHE RM O-PLASTIC STRI EING P RE -FOR MED MARBIN US SH ALL BE FIRST SANDBLASTED AND THU RSUCHLY CLEA NED PRIOR TU INSTALL,TION OF STRIPING OP MAPPINGS . ALL ARILOCI PLANNING, SBA, PILL-FOILMLP !A FL II ILILLICEPL AS !IC ONLROXV-RAIN WATER CONSTRUCTI ON NOTES: 1 ALB WATER LINE rDNSTR UCTION IS SUBJECT TO THE CENERAL NOTES ON THE COVE R SHEET OF -MESE RUNS,. WELL Br TH E WATER LINE CONST R. -N.3 N NO TES I,TED I ERE IN. DIST.CES FOR 'CATER LINES A RE L ORIZONT AL DISTANCE FROM THE r ENTER OF TILE FITT,. PP CENTER OF THE FITTING. THEREFORE. D !STA NCES SHOWN ON THE PLANS A RE ',PPP...TEA. COL LD BARB DUE TO VERTICAL ALIGNMENT AND FITTING DIMENSIONS . VIAILK LINE I NEN , LS SHALL BL SLOPED ON BRACED AND Si IL L !L P AS NLO vSB ARY FOR IIIL SALL! `I OEN IL NOB ULFILS MP NIL FRO LC I ON OF Si I ILR U I IL II LS IN C OMP! IAN, WITH Al APPI PAR! F STA, AND FEDERAL REQUIREM EN TS. FOR Al I E XCAVATION DPE RPTIDN,SAFFTV THE RES,NS RV, TEE CON TRACTOR . SIMILIULI DEFLECTI ON FOR RA TE-IWO. S HLLL N OT E XCEED ONE-H ALF OF THE MANUFACTURERS MA XI MUM ALLOWABLE DEFLE CT ON OP 2.5 DE GREE S CIFI/S H,ER IS L ESS . o. ',IL Refer -LE, -NV pueu sHE, Ds, a-, THE I -Es ION OF SAID ,PEC s, Ise. CONSTRUS LISN DEER.. DIRT TRA CKED PROM THE rONTRAS TORSHAL ALSO CO MPLY VVPH ALL TERMS/END POND RO W OP THE POLO.. CV' S-MU,. NO PO RTIONS, THE PPOPEPTY A RE LOCATED WITHIN .4 DES, NAT ED 10,C EP FLOODP LAIN ZONE PEP Ea, F, NEL NO .CSBECrOPC, DATED JANUARY 2.21,S . N. G. S. CON !R OL R DIN CL CU BE IL, BE LVIB EL I. I Ht S !ION IS LOC...LULEA MILL S BY NOXELL NOR M OF FRASER BF WELN Ht RAILROAD ANU U.S. HIGNAAVLB.NSVIL Er PA ! UM ELEVATION MS TA IL ALL UEILITIES ARE REVIEVLED FO R ARE, OE Pt:LCD...CATION, INCLUDING IN Er SEMEN -BROW HORIZON-, AND ,EPTICAL C LEAPAN CES,DSONELLELTS OTHEP JTILITIES PER THE TRANSPO RTATION DESIGN CR ITERIA VIANUAL W ATER SYSTEM DESIG N CRITERIA MANUA_ SEASTE,ATER DESIGN PR,. NNW,. STORM DRAINAGE DESI GN ALL UEILITC CUTS WITHIN RICHTLDP-WA V FRE TO ER EACKFILBED WITH FLOWAELE FILL UP Tr SUBCR ADE. EDOE MILL REQ UIRED AROUND PERI. ..TER OF SE,L EUTAIATCH EXISTING T HE PO NTRA CTO R SHALL BE P ES FONSIELE FUN PIVS NIDING S BFE. PLVES,BLE AGELESS TO PRIVATE PRUPEN TIES ADJASENT TO EHE MIEN THFOLUCEHOLT T HE PER LLD UF TH E LED NTRACT OR SH ALL BE PESF ONS IB LE FUN TH E JUR SI, C OND,IUN,TH IL OU GH UUT TH E OU RA TON CONSTRUr TION INC LUD IN G SAFET Y OF ALL P ERS ONS AN D P ROTECTION Of PROPERT Y. EHIS REQUIREPENT SHALL AP PLY CONTINU OU S, AND NO E BE LIMITED ON, TO WO RKING HO URS. THE OONTR.,T ORS HBL L DEFEND INDERINIF1 r NO VOLD T HE Mr, TH E ENG INEER AND T ILE G OVER NING JUR ISDICTION BAR MLESS FO R S NYAN D A LL L KELL Tr OO NI.OEMBN V V. T HE PERFORMJNO E OF WO, EXC EPT FON LIABLITV ARISINS FROM THE SOLE NESLIGENC E UFEHE OWNER THE ENG INEER ONT. GOVERNINS JURFEEL,IO N. THE rOPTRAOTOR SHALL BE RESPO NSIBLE FOR CLEA NING NEARBY PUBLIC OR ER, ATE SEREETS OF MUD AND DEER, DUE TO CONSTRUC TION BO- FL/TIE, ON A DA ILY BASIS OR AS DIRECTED BY THE APPLICAN, STORM SEWER NOTES' . N W N CUL wR 1,, ALL BEV ER.. !LOON I IL, O. NH oN 10L OF OON9 R uSN ON. All OUIV ER TC SEIM I HAV E EPD S ECT IONS ON BOTH TH E UPSTR EAM A ND DOWNST REA M EN DS, THE P IP E JN I ES S OTILER WBSE N CIT ED ON THE PI AN S. STDRLI BEVER RCP SHALL HAV E BEDDING AND BAC,ILLINA COORDAN,E WrrH C DC, STAN DA RD LA -603-2 AND TOWN OF FFLLSER RO AD STANDARDS. PIPE LENGTHS FO R STO MA SEWER PPE APPRO XIMTE HCEPIEO NEAL DISTANCES FROM END SECTION Et, END SECTION. TIBEREFORE. D ISTAN SES SH,AN ON THE PLANS ARE APPR,XPACTE ON,AND COULD VARY. END SECTIONS APE IN,IDED IN THE PIPE LENGTH or, THE PLANS. F NrL LENGTH OF STORM SE WER SHALL BE SUFF CENT TO PRO VIDE TEEN,. SHO ULDERS AND SIDE SP EPES ',TEE STEEPER EHAN SHILBIL THE ,PIrt,IBRA D SEC TION. DRIVEWAYS FOR ADJACENT EAR, SAND CO VERTS UNDER THE DRIVEWAYS SIBIA I SE DESIGNED IN THE FUTURE IN CONJUNCTION r FS CNS FOR THE PD,CENT PARSE,. ALL STORM DECIVAGE PIPES SHAL Err, MINIMUM SOBER OF LE' UNLESS LOAD CBLCULATIONS ARE PROVIDED. J., SIESUNISTENEES NALL AM / PPE WEE LESS THAN lir COVE R FRO LI FIFLSH S URFACE TO TH E OU TSIDE' S/A LL OF TH E PIPE. ',STORM DECIVASE TR ENLEHESSLALL BE SLOP ED OR BRAL ED AND SHEETED BS N EC ES,I, FOR T HE SA FE, OF TH E WORKERS rND THE P RLITE,T.N OF OT HER LITIL RES AND Ll C OVIPLIF FlO E WIT H ALL OP PLIC PBBE STATE PHD FEDERA L REQUIRELIEL,S.A LL EN OAV ,1011 ,ERATON S AF E, ,T HE RESPON S,,, TH E OONTRPO TUR. ALL MANH OLE RILI ELEV AT IONS GIV EN. THESE ',NS ARE TO BE CO NSIDERED APPROX IMAT E. THE corvr ,crua sHA L_ SET T HE EN, R BA ELEVAT ION BASED UN TH E C OMP, FINISIISURFArL. STREET CONST RUCTION NOTES: 1. II !EMU IRA S I OR SHALL BL R ESPONSIBLE FOR PROW!, NOI !PIING II LNGIN,Lie NV FILOBLLLIS OIL ROI. I IrL PROBLEM S IN CONFORM ING I 0 II IL ULS ENU GRADE FOR PM ELEMENT, THE CONS -RUCTION. PRACR Tr CONSTRU,ION, THE CONTRACTrIE SHALL SE RESPONSIBLE FOE PROMPT, NUM MG THE ENGINEER OF SRE O ONDMONS THA T DIFFE R FRILL, T ILDSE SH OWN ON TH E A PPROVED PLANS. ALL STREET CP .TRUC TIO N IS SUBJEC T TO TH E GE NER AL .TER ON T HE CO VER S HEET OF TLESE PL ANS AS WELL. . T. STREET O ON ST RUC T,N N OTE S BIS TED H ER E. FIRE NOTES: 1. IT IC THE RESPONSIBILI, OF THE PROPER, ,LENER TO M AINTAIN DRIVE LANES F OR ...N CB ' ,HI CLE INGRESS AND EGRESS. IN CLUDING . SNO W REMO VAL. FILERGENC, F ACCESS ROAD IS REQUIRED,. OW ACCESS WITHIN ISOL OF Al I E XCERIOR OF TLE 3W PING RYAN SPEROJED ROUTE. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNEE,. NIAINVINED TO SUPPORT THE IMPOSED LOADS OF FIRES 4PPNNTUS AND SH,LL BE PROVIDED WITH .1 SURFACE SO AS TO PROVIDE ALL- VEA THE R DRIVIN G CAPABILITIES. ACCESS RDA. S HBLL BE EI THER CSNC RE TE . SSP., OR OTHER APPR OVED AL TEFULAENE PLAEE RI AL ACCOMP AN ED WI TH AN ENGINEE R, STEP, ST ATIVG THE MATERI AL WILL SUP PO RTA /S OSO PO UN D IM POSE D LOAD . Ft, - 4r H Fl FE DEF.^ Rin, , R OAD'S, IL OR PRI- , ['WA `, L z, FEE- CI I- SHALL 6E p as,- ON SANITARY CONSTRUCTION NOTES: 1. ALL M TER,LS BNC LEECIEM PHSILI E S HALL EE C AS NE,CRAIPPSEE, H THE ERASER CES NSTRIP,IR N STA NDA RDS AND MI NNUld DES,' PIEPER, ENI SII SCREW.. Al 1 SANITARY SE WER I INF TRENCHES SHP. I BF El GPM OR BRACED AND SHEETED AS NErFESARV FOR THE SAFETY OF TILE WO RKERS AND THE PR OTECTION OF OTHER MINI MU M COVE R MR SE BNPULRV S ENE R SERVICE LBAES SFALL BEE FEET AN:THE SLOEE SIBALL BELO, . C. ALL SANITARY SEA', SERVICE LINES SW‘LL BE CONSTRUCTED ALONG THE SHORTEST AND ST RrIGHTEST ROUEE POSSIBLE. SILINGLSAPPSI, THE SIZE AND SLO PE OF THE BUILDING SERVICE SEWER SHELL BE SUBJECT TO THE A PPROL AL OE,: TOriN BUT 1,1 NO EVENTS., THE PMETEP BE LESS STRUC TURES S HP, BE Ai RI GHT ANL:LE S OR T HE RET O. T HROL UIL F., SLEEV ES AND SH ALL PR UVIDE PL ELL E IL, S UCH THA T THE SE RVICE L BOLL NOT BE DENI AGE D SEVER AN D ' ,ATE R SERVICE U.S . SA E, HAV E TE N p F EEr MINIKA ULA H URI LOrAT AL SERORP TIUN M EASURED F ROM ULT SI DE PIPE E LJ TSIDE PIPE,BER E THIS SEPARATION IS ILIPRASTICBL THE TORN M AL PERMIT OTHER SEP/LC/MO N PE OLIREMENTS IN A CC ORDANCE WITH A PPLICABLE STANDARDS . IF WATE R LINE PASSES V,HIN EIGHTEE1 ,123, IBEXES VERTICAL DISTAN CE ABOVE SEWER RAIN OR SE RVICE OR IF IT LIES WITILIN THE MINI.. HORIZONTAL SEPARATI ON D ISTCN CE OF THE SE,N ER MAIN OR SERVICE. TILE SEVER BER EA:EIS TO IBE MODIFIED TO HAVE lir BEL , CONSTRUCTION PE R A,A CHNIENT P-273 -EIRE SROSSINti DE,L. r A WATER LINE C ROSSES UNDER A ,CFERE PARALL EL, APPR OXIMATE, PARALLEL TO A STR UCTUR, WALL THE SERVICE LINE SBA, BE AT LEAS T EIVE .5; FEE T F RC,/ THE CL ALL.PENETRBT IO NS THROUGH S TPU, Ur ES SHALL BEAT RIGH T ANGLES OR C L0 6: THERE, THROUGH ,O SLEEVES AND SHALL PRO /I DE ELEXIBILIT, CUSH TH AT TH E SERV, LINE WILL NO T BE D AN, ED BV S ET -CLOSET!, T HE STRUC TURES. IF AT LEAST P.B0 I, I NC HES PE APPRO VE D ', Pal,. INSUL AEION IS PROVIDED PEP VERTICAL F OOT OE COV ER LESS THAN N NE .,P,FEET .THE IN SULATI ON NSTABLATIO N SHBLL RE IN ACC OR DANCE ',RH Afl AC HLIEN TA-18- VENT ER M AIN AN D SE RVICE I INF BE DDI NG A NC EACKFII I OFTPII AN D THE REQUIR EMEN TS OF SU BSE CTIO N .4-3,30, . EE THREE LI M:HES WIDE BLUE IN OGLOB WITIL THE LE GEND 'CAUTION BLIBIED VLBTER LINE BELOW 111 ELBCS AND EXTEND C ONTNU OUSLr IN THE TRENCH., EXISTING 1L'ARNING TAPE IS LAW,. CONSTPLOTILN PrTILIEIES A SPLICE b ROLL BE MADE USING ADD ,14NAL WARNING TAP:TIED TO CASH END TO PROVIDE A CONTINUOUS LABI EFLIBNY PLEVEN DEVICE IN PL ACE OF lilt I VI EL COLI NENSU R41,61111 lilt Dv ,RLF OF I IL AL II I IIKARD EOELD.LAL.11 LROLL-LCINNtr I I ON ILLOUILL LFERtNI TIPE PLONFIOVPREVE,TIGH DErICE PACED ON THE DEGREE OE 11.9,RD NOSED., DETFIENINFD ANC APP RO VED THE TO hN. LL PH APT,: COL OPOL EP CR OSS - CONNECTI ON C ONTPOL MAU. MD TLC INTERN ATION AL PL.., CODE AS AD OPTED BY-CH:T OWN. ENV HALARLIDUS C LDSS-CONNLC I I ON DIS COVERED SHALL EL COE:EEC! Fr !MILLI, FL, UP ON B O!, ON I XL OA IL K SLR, WILL BF SHUI OFF . EL - SERVICES SBA, BE EQUIPPED WPM A. PRESSURE REDU OINO VA LVE T R., THE PR, SHUL BE I NSTULED UP STREAM OF THE WATER METER AND BE SET FOR A. USWNSI RE AM PRES SURE ND I E XC EE DI NG SE VE N PLC ', ATE R SES,dr . E PI FELINE . THE 'AUE R SERV, EIR ELI NE SHA LL BE -FL EE tt,OF T CO PPER C LN EURMINS TO. AB TIO BUJ UNLEE, O THERNBE SPELL, LALLY APPR UVE D SI THE T OM,. FITTINGS SHALL BE BRASS OR COPPER :CLOY . CONNE CTIONS SHALL BE BY COMPRESSION TYPE FITTINGS. F-CRED FRTINGS,RE PROHUITED B NB S HALL NOT BE 01CFP .FOI DEICED LSINTE SR N I NOT BE PFRIV,TED UNDERGROUND-5El I, JOINTS ARE DISCOUR AGED IN Al I AATER SERB' I NE INSTA ! ACTIONS . THE TCPVN UAL ALLOV THE USE OF POLYETHYLENE PIPE MEETING THE REQUIREMENTS FOR oriel, SERVICE LINES AS PROVIDED BY THE WERNATIONAL PLUMB W CODE, ADOPTED BB T HE TO WN. ALL USERS OF EOL VETHELEN E PIPE FO R :EATER SERVICE S ARE ADVISE D TH AT TX , MATERIAL IS N OT C ONDUO NE TO LW THAWING PR OCEDURES IN SEVER SERVICE, P.r EN,FOOT LENGTH CHO RV, SH,LL BE USED FOR THE 61,VITC SEWER LINEES,,,,,,B, EU, crycLE ooLLAR Ler', SHALL BE is. OB RROIL A I ION SI OPS . C ORPORA IISN Si ORS SBA, BF u BL D FOR , rp,Fr, ION OF SLRvICF S CZ, NCI LB AN D s muL, ID BEWAIL!, M AIN.SO RROR A I ION S !O RS INSTALLED MALL SANITNR SEBVERJOINTSWITILIN THE PINIVIUM HORIZO NTAL CLEAR ANC E REQUIREMENT S A ND NO ,,TER PIPE JON, SHALL SE LOCATED VVITHIN T HE MINIILLM HORI ZONTAL CLEARANCE RE QUIREMENT . 4. TH E HICIET, C OV ER SHALL BE SE VEB I, FE ET FIRMA T OP OF SEWE R SER V, Llr. TO FI NI SHE D GRA...SERA. L NE S , VCrH LES S -FRAN SE VE N F EET OF CO VER EVILL SE ROIABLFSLILVICL . CO NS ID ERED BC THE - CM rin INSTALLATION OF INCHES OE PI PELINE INSULATION INS TALL ED FOR EV ER YONE .,1) F OOT OE SO, EP LES S TH AN SEVEN LB FEET .THE Tr tNN CH M I REVIEW A ND APPR OVE Al I I D CA-NONE VEHERE PI EF DE PT HS A RF FSS T HAN SE VEN FEET . IN NO CASE SR A!, A SAN rAlE rSE,VE R SE RV, ,BE FIAVE A DEETH 20. CURE SI., CURB SI OPS I ALL BL FL ACLD PLC A I IBOINI LNI LIL LIN LANLI CURB SI OR FO RA, S_ RVISLS VV012, NCI I, AN U SLIALLLR.CUILB 10, LtSS I HAN FIBt Ftt SLI BELIC t LINES SHALL BL INS! ALLED Ili A CC ORDANCE LOIN Ht Pt IBILS PL R A. LACHNILNI AVEC -SEWER MAIN ANU SLILY, RLDU NG S HALL BE BR ASS AND CONFO RM TO B,L, CKB. CON NECTIO NS SHELL BE ESP OONPR ESSION N PE C OPPE R SERVI CE PIPE.C.U PB ST OPS SHALL BE MUELLER FOPS RLCKFILL DETAIL. Ev rr OR APPRD VED EQUAL. CU RE ST OP OPERATILI C NU T SH ALL SE EX TENDE D RS 1.C . E SSAR Y FO R TILE OPE RA TOR EB TErA SI ON TO SE LO SA TED,VENTE, OU R FAME S TO TI ,BBB INCHES FROM TI IC TOP OF TI IE ST OP BOX. STOP BOXE S SHELL I LEV ET IC BASE SEC TION AND LID CONS TRU CTED OF C AS T IPONWPI I AN ADJUSTABLE STEEL ENE I AR SADDLES SHALL BL INSIALLtD FOR CONN,. IION LACLISP NI LA RY SEWER SERV!, LINt 10 II It SANII ARV SEWE R MAIN LIN,PILLBINSI SULU VILLE!! I WS NI,. UPP ER S FOTIOP.A BROM PF SPRIN G F RIC TI ON RI, ABS EIL . SB A! I PRO VI DE A SF, EFTVB FFN TILE LI PPE R AND RASE SEC TiON AN D PRO VI, O NE 0, F OOT , AMUSE ME NT. ALLOW ED PN NEC, SANITARY SEVIER PCIN LIVE OrNSTRUS-101,, .LN V ITERNA,E TO SADDLES. FOR /CONNECTION OF THE SANTA, SEINER SERV ,E L NEB TO THE AMR LINE WITH PRIO R VE R,ELINPPRDVAL BY EHE T ON, SERVIGE SLDDLES . SERVICE SADDLES SHALL BE USED FOR._ WATER ON ANY PIPE OTHER THAN DI , 'DUCTILE IRON PPE,FOR DIR TFREEESUARTERBINCH TAPS NAY BE WARNING T APE S.LL BE IN STALLED IN T HE TREN CH AB OVE EHE SE WER LIN E. THE WAR NI NS TAPE SHALL BE IN ST,LED S DNTNUOU S,AB OVE THE S EWE R L NE, DISTANCE MADE V/F1-10, USING A SERVICE SADDIF ON SIX-INCH PIPE. THREE -QUA RTER -INCH A ND ONE -INCH -WE TAPS NV, SF LEA, VVPHOUT SER ,CF SADO! FS ON EGHT-N,H SVF OF ',TH IRT Y CEO, IFELHES A BO VE TILE PPE. THE WARN,. T BEE SHA LL SE TH REE INCHE S WI DE,R EEN IN COLOR VIR H T. L EGEND 'CAUTION B URIED SEVVER BELOW ' IA PIPE OE LB RGER .ALL O THER DIP TAPS SFALL BE EVAD E VVIEH N D OUBLE SERE, BRON ZE SA DDLE SMITIBI BLAI R NU. RCLC M.VELL NO.SEE 011 APPR OVED EQU AL. BLELSK :LLD EXT EN D CONT INUOUS, IN THE TRENCH. IF A‘Pr EXIS TI NG ',A RM. WE IS DALL, ED IN CONST RUCTION ,CTIVRIES.LSPL CE SH ALL BE MADE USING WA RN ,. TA PE TIED Tr EACH END TO P ROVIDE,' C ON TIN UO US WARNIN O TA PE TLE S EB,E R LINE. W ARNING TAPE SHA LL BE , NBT ALLE D Lc,. F RO M cv. ALB WA TER PIP ES REQ UI RE RE STRAINT S PE TE R BE NDS PHD ',AL VES. F OR LENGT H OF RESTR.NED WATER PIP E SEE A TT ACHME NT A-22 ON S HEET.. c lo rylu R En SHALL BE RA F I -DE WITH E R Asp ry, LT Su ING INS- ED LENT Tor, cl-E. cur R L. -- I -HE L, N E, IN G A- I SING THE -LL eE FIL ED N r ELI . ASPH AL T PRIl lre To P -E .E NT IF -,,,CRETE COL L2p IS THE SE LECTE-ETN . u Eo -r-p I SE T HE LEA,' L,rm Fl- -E SNAIL B E 1'51- 5 LE o F Ep TH E L Fr uF Asp- I5 SANITARY SEWE R MAIN . FLEXIBLE CO UPLER SHALL BE US ED. THE PLEBIBLE SOURLEN SH ALL BE MA DE UF AN ELASTOMERIS I:UNFOUND AND SH ALL BE BUNNE CTED ET EACH Try, -IF SH A LL GC FITTING SHALL B EA LLC NUFA,LRED FITT ING SPECIFIC/LB, FOR CONN ECTIO N OF THr T SIZ E r T' PE OF PIPE. IN TERCE PTORS. GREASE NTE RSEPPBR S SRC, CONES, ,/ TO THE SP ECIFICATIO NS IN THE INTER NATION AL PLU MBING PO PE . .. ADOPTED BY THE TOWN OND TH COPE. WHFRE PROPO SED PAV IN S B ILIOINS EXISTING . } SE NN T HE EXIST IN G AS P.] T S.. I BE SA W C UT P LINIIALM D ISTANC E OF 17 FROM -C.F.- MG EDG E TO CRE ATE A. ,1 FAN O RE ,. IN TERCE PT OR L AYOU T A ND DETA IL S HAL BE SUB MITT ED TO T ILE TOAN FOR REV IEW AND.A PPROV AL PROP . TO C ONSTRU CTION OR I NSTAL LA TI ON. Or .TRUC TION LOIN , T ILE DE VELOP ER SH ALL BE RE QU IRED , R EMO VE EXIST ING PAVE MENT TO A DISTA LLCE WH ER E A CLE AN C ONSTR UCTION JO INT CAN EE MAD E. IC. SEPA RATO RS. Oli MD SAN D SEP AR ATORS SHA I CON FOR M TO TH E SPECIFICAT ION S IN THE INT ER NAT ION.A 1 El MENG CODE , A nOPT ED BY THE TOW N PRP THIS COD F. 011 sr ,Ff AND SO ND SEPARATOR LA ,LIE ArD DETAIL SH ELL SE SUBLIP TED Tr THE TO.,VN FOR IEDLEVE AND APPRO VA L PRIOR TO CO NSTRUCTIO N OR NSTALLATI ON .,ND.CRL P ART,. VAL,. BOXES BRE TO BE BROUGHT PE, ERADE AT THE TIM E OF PA VEMENT PLACE., OR OV ERLAY,ABV E BUXA DJUSTIF. RhtiS BRE 11,A LL,N ED. LIFTS IN FILL BRE, SHALL VDT EXCEED INCHES IN COMPACTED DEPTH. INV,ILILLI SLOPES CF ALL CUTS& FILLS BEALL BE UNLESS OTHERW ISE NOTED.FILL SHALL NOT BE ELM:ED ON EXISTING TO PSOIL OR lir,NIr M1,TERIAL. - MESCAL AN D ORCANIC LISTER, SR A, SE STRIPPED AND REMOVED FR OM THE ELL AR ENA.] NO T L. ED N THE FILL. FILL SHALL ON, LIL PLESLD ON SU N.., LNISI INS SULIGILAD L FILL OF ANY 101,01,NLVON ORGAN,: IAA IL RIBL. P AVING BFW. LL NOT START U,IL S UBDRA DE COMP ACT ION TESTS ARE TANEN 'LEE- CNC-HE RE QU IRENIEN TS OF PLANS AND BEE. P rLD PAVEM ENT DE SIG,HE ASPHALT PA VIN G. SHA LL BE IN Arr WITIL T HE TOWN OF ER BSER RO AD STANDA RDS FINAL ASP., TH IO PLESS AN D EA SE C OU RS E THICKN ESS SHAL L EE BOA C.? S ESE SDLIPSE AN D FILL/LLD, CO LIPESTION SH BLL CO NEU PLITU THE -Pr.., ERA SER POP D ST ANDAR DS. THE BASE COURSE AND COMPACTIO N SHAL AL SO CONBO RLI TO THE GENERAL NOTES. 1B. C Cll./PLC-NO N OE CONSTRUC TION NS P ART O FTHE PRELIM INARY ESCEPTANLE THE TOM! MU SELECT PEPPESENTATNE LO CA TIONS' TO TAKE AbP HALT ° SPIN, AB OrNFIRLIATIO N OF ASPHALT DEE TX AND CONSISTENSI SF TILE ASPHALT SECTION. TILE TS B N /BILL C,CFRA PTDIREPTL). Bv TX A C ONE,N PERES ,' TII,VOR iv AND WLL RAC C HARE, II IL LIFVELLEPLIL FLEE. II IL BC, I. NPICAL GRASS SWALE SECTION SOUTH LO OP ROAD CROSSSECTION 1,FL SL JOHNS D RIVE CROSS-SE CTION STA 5+40 .58 TO 10+25.20 r— IF Lr NE ee �u L anvE.E UE�u roa J JOHNS DPIVE CROSS-SECTION STA 10+94 .18 TO 12+39 .00 JOHNS DRIVE CROSS-SECTION STA . 13+05.50 TO 14+21.10 E OC O H O z U - C ONSTRUCTI ON SHEET 2 OF 34 roe io e 133Hs 0 0 O 0 D m pr om m o 0 o D 0 0 z O —a O ON3031 �,��a�a�o� ,yd, ,se, • 3.-1Ca3,es 1 • • / \ "'7 15.3 03,11. JOHN S OH t „ EXC LE ARI NL RO AD __t E NIST INIT FENC E TO BR ER RO R. ADP R AP, Mil -IRATE, MATCH LINE SEE SHEET 5 NZ: L^7 KEY MAP LEGEND FTEFLIFNT CENTERLINE LISTILGOVERHEND ITRIL El, C ONSTRUCTI ON Qo aQ EY Ya w Wo U w Y a J W g F LL Q U c o o O z O U SHEET 4 OF 34 MATCH LINE SEE SHEET4 Z Ty r 1 CONDOS AT ELK CREEK - PA 4W.1 TOWN OF FRASER, COLORADO ON DESCRIPTI ON DATE terrocino desi n FINAL CO NSTRUCTION PLANS SITE PLA N (2 OF 2) NO T FOR CO NSTRUCTION 1ST SUB MITTAL 2ND SUB MI7, 5TH SUBDIFI CAL 131, SIAM VAL SUBMRTAL roe io 9 133Hs 0 0 0 0 Z � m pr 17>� . on 0 m o D � 8 o D CA O 0 Z O -a O INSVINDVIIV 335 3. 11d 0.11 9 MI 49.9 9L-99 m 99 ,-,„dole ON3031 SOO NOS , 13aLID N -13 • • Oy \ �6 ' \a • rrr xi 1 _x /- 1i ee ou �xi • 1 SKI BR OKE R EX el.V EL ROAD MATCH LINE SEE SHEET 8 LE GEND INLEIE D.I.E.PNRAPE LINE EMS .. STOR E TEL. NOTES aao vZ^o mrea'NUE: LINE an DIME VATEE MEMO, EEIS.E.E.EF METER TYPE x IET I/Er M OC 0 LL H Q z C ONSTRUCTI ON SHEET 7 OF 34 FL000P aw 1 ADDIFIED NPE D. INLET MATCH LINE SEE SHEET T ME= —7 DIA ON FLAT TOP 143481 g oo F E_TAP E war �{P PE cI NLET PROP NV ELK CREEK COND OS LEGEND H U TII I, POT, TERLIIE PIED EN ENE SEE ATTACH., E OC 0 H O z C ONSTRUCTI ON <2 as Ya W O W U Y a J W � F LL a� c o o O z 0 U SHEET 8 OF 34 CONDOS AT ELK CREEK - PA 4W.1 TOWN OF FRASER, COLORADO ON DESCRIPTI ON DATE terrocino desi n FINAL CO NSTRUCTION PLANS O VERALL G RA DING PLAN NO T FOR CO NSTRUCTION !S T SUB MITTAL 2ND SUB MI,LL 5TH SUBTIFI CAL SUSHRTAL SUSHRTAL SKI BROKER JOH NS OR MATCH LINE SEE SHEET 11 FG 905 89 4�0 C3 FL OE � s 9594.1, � �HNg u ru.zov� � R FL BE 8 12 F698 .5.898 LE GEND LE80,1. 9 NT 18 E OC 0 LL H Q z C ONSTRUCTI ON <2 ao Ya re w WO U Y a J W � LL � cr z z 0 1- U 2 J N aLL zo o:7_ 0z U Q cea z Oa z U< z LL SHEET 10 OF 34 MATCH LINE SEE SHEET 10 CATCH CIL GRAIN o6: EAF ELI EUT F. UTILI TY E FFEin ERT FL 85,1'.ION .ao s 5, 3» aq o, fl ti Fl 8558 "R37'157 MEW= LEGEND 879 CENTERLINE CONCRETE RFRAR OC 0 O z C ONSTRUCTI ON SHEET II OF 34 DTP JOHNS DRIVE (5+00-16 +00) si or x rwa Es 1. 8615 8615 8695 8609 8595 8599 8575 ♦FUTURE !OHS DR PROPOS. JOHNS DR - 8579 > r�/Ev�E� 15,5555-505 J ONN9 OR '5,5 TIE INTOZ0-05, U55055 GUifER 5,00 15,09 00 8590 8575 LEGEND 5,1,103 51, m 0 LL Q z C ONSTRUCTI ON SHEET 12 OF 34 FLOO DPL AIN 1 N. 555 555 6 5.SE MENT 511,05 ENSE MENT 4W.1 PRIVATE DRIVE (0+ 50-9+ 50) 2500 5500 0515 as15 8010 8510 8605 8505 8000 8599 8505 8505 8590 8590 esa5 a585 8580 8580 9550 NE PARKING (9 +50-12 +00) 8575 LEGEND 6,1,153 51.55 E OC 0 u_ H Q z C ONSTRUCTI ON SHEET 13 OF 34 roe io el 133Hs O F, 0 z O -a O �rda,d �,ois �,� om.odwd O ON3`J31 ON3031 S ANIT ARY STUB 1.11' SANITARY SEWER MAIM 4W .1 SANITARY SEWER MAIN FL OP 10400 OE M 12,00 13,00 134 00 16,00 I OM 184 00 -19,00 4W. 1 SANITARY SEWER MAIN (9+00-20+00) 595 8585 SANITARY STUB 1.1 1000 _ (9+5011 +00) g6p,, gEgo EEEE gEgE 858E 857, 05E0 8575 8570 O 400 UTILIN NOTES PR OFILE SCPLE LE GEND -�� -NVER AN, VALVE E CIL 0 LL 0 z C ONSTRUCTI ON <o aQ o re Ya w WO U w Y a J W � LL � 0 0 00 z 0 U SHEET 45 OF 34 SEE SHEET 17 8610 8605 5600 05 0590 8580 0575 J OHN'S DRIVE W ATER MAINZ W.1 WATER L NE LOOP JOHN'S DRIVE WATER MAIN (9+ 00-18+50) 0, 60 16, 00 11, 88 1,00 13,00 15,0 16,68 1,00 KEY MAPF .40i1 LEGEND 81,18 81085 8688 5595 0596 8565 8558 8575 16, 00 16,58 WileN CIL 0 LL Q z C ONSTRUCTI ON SHEET 16 OF 34 4W.1 WATER LINE LOOP (9+ 00-10+50) 857 9, 10 10, 00 12,00 13, 00 161, 0 15,00 4.W.1 WATER LINE EAST LOOP 16, 00 16,50 SEE SHEET 16 aeao (10 +00 13 +00) 8 70 8370 1.00 11,90 1,00 131 ,0 KEY MAP LEGEND FY NOT, arwn u,F ;Fry� . ,ro 1.06 ,CF L0C E OC 0 LL Q z C ONSTRUCTI ON <2 aQ Ya W 111 W U U a J W ,L o Q O c o Z 0 U SHEET 1 OF 34 8819 996, 666, 8580 A OUTFALLI --- -- EX STORM PIPE EXTENSION (10+00-17+ 50) SCE 6,58166 ELK CREEK POND 3 OUTFALL 8815 905 8810 8800 8605 8595 8500 8590 5595 8585 8590 8580 8585 8575 8580 9+59 PR OFILE SCALE LE GEND POND B OUTFALL POND A OUTFALL (10 +00-11+50) (10 +00-11 +75) 6665 6699 8500 6580 859 8595 8595 E,,90 8590 [1590 85,5 8885 8 6680 6+660 6E99 857 8605 9599 0595 8590 8585 8580 LNE C ONSTRUCTI ON <o aQ � (Y Ya W Wo U a J W � ▪ LL a(D> co o z O U SHEET 18 OF 34 TEMP SEDIM ENT POND OUTFALL (9+ 50-12+ 00) 8605 8505 8E00 8600 8595 95 8590 8685 5 8580 80 8575 8575 85TO 8570 8565 9,50 10E00 RILE D 9-095 - 10, 00 11+05 1,00 13, on 13E 50 PR OFILE SCALE LE GEND 5.0.411.5.11 E OC 0 H O z C ONSTRUCTI ON <2 aQ Ya w W° U Y a J W � F LL a�> co 00 z 0 U SHEET 19 OF 34 Iv;.,PE�naP n,� � H SWALE FLOW POND A =FILTE R FANW S POND A TOP S 011 FOREB AY SECTION C -C SPILL▪ WAY FLOW SPILLWAY SECTION E -E FOREBAY A FO REB AY B PO ND A PER IONFO 2SID ST AGE OR IFICES NNA MODIFIED T YPE C INLE T SECTION E -E Nrs SPILLWAY SECTION F -F S TYPICAL LOW FLO W CHANNEL NT S RIP-RAP FOREBAY SE CTION D -D MICROPOOL PAN FLOW F OREBAY C P OND B TOP SOT FTF OREBA Y /Y SECTI ON A -A P OND B SPILL▪ WAY FLOW SPILLWAY SECT ION CC NTS SPILLWA Y SECTION D -D NTS P01701.1, ISLE MICROP OOL NT S TYPICAL LOW FLO W CHANNEL wrs CONCRETE FOREBAY SE CTION B -B NTS MODIFIED TYPE C INLET SECTION E -E TS KEY MAP E OC 0 1- O Z O u FL7, O a2 aQ Ya W O O w a J W 11 F LL � cr 0 I - O U SHEET 20 OF 34 \\�� 0 C' - \\\ .�xyr, \ SKI BROKER M °moo z i7 "VIA: \ I 0 e KEY MAP \ von � 1 --su s i LE GEND Row e. .� ¥ r i/ BMP LEGEND � � � O �r COHs sere OVENFLDELLREST :IL/ O x us OR — ' �.I% m ` O r '� I DIVE a1 oTTo=•.:nee j �. DIV�beD stDbry 00 M DFewDEE � r N OT FOR C ONSTRUCTI ON CONDOS AT ELK CREEK - PA 4W.1 TOWN OF FRASER, COLORADO FINAL C ONSTRUCTION PLANS EROSI ON CONTR OL PL AN (1 OF 2) ��— • } c N € — SC _ —, • � _ r f n000awry 41) i vERALL OOno ,wv OD I T r II 3 / a"� r wwsr� ur ,test ese ro.n.M Es ` _ n,nre Es 6 GLIZ s T 0 I r W � � 1 _ wo ss — 7 s sus I A soL _ ce me lf�, 25 , MATCH LINE SEE NEXT SHEET ... SHEET 21 OF 34 M ATCH LINE SEE PREVIOUS SHEET ie Fl 1_ CURB LE GEND BMP LEGEND ® CONCAF,WAS iOU T NUL 0 UUNSTRD_7lcN rtN,E cCree"'" - -0 DIVERSION Do-, .„ ..j=1—.0.- 13 0 INLETPROTECT/ON OPliCFOR CULDE .TPROTECTION » «» «» « ®EFDEE F GON ROI OG ID — x—x-0 FENCE FO AR, r ® EE1ELET RACK, C UNT,, CIL 0 0 z C ONSTRUCTI ON <2 aQ Ya W WO U a J W � LL ao> c o z 0 U ZLL - a -- ZZ 0a 0 [Km 00 UZ Q Q ZQ LL w SHEET 22 OF 34 1 MATCH LINE SEE SHEET 77 3N OMS INS om jllhoo ON DESCRIPTI ON DATE terrocino desi n Denver CO ROO, CONDOS AT ELK CREEK - PA 4W.1 TOWN OF FRASER, COLORADO FINAL CO NSTRUCTION PLANS RE -VEGETATIO N PLAN )I OF 2) NO T FOR CO NSTRUCTION IST SUB MITTAL 2ND SUB MIRP, STH SUBMITTAL SUBMRTAL a Vac dvi3l z 0 CONDOS AT ELK CREEK - PA 4W.1 TOWN OF FRASER, COLORADO ON DESCRIPTI ON DATE terra cino desi n FINAL CO NSTRUCTION PLANS RE -VEGETATIO N PLAN )2 OF 2) NO T FOR CO NSTRUCTION !S T SUB MITTAL 2ND SUB MI,LL 5TH SUBTIFI CAL 13TH SUSHRTAL SUSHRTAL SINGLE PIPE E ASEMENT EASEM ENT WID TH 5-vtD-v. 'W WHERE. = PIPE OU TS. DM.), FT L DISTANCE ETI-i IN D A AC.. HO RIZO NTAL .Et, J=PIPE OU TSID E hR. ETLD 1 FT $IN. x. COMB INED SE WE R...ER EASEMENT Utility Ease ment Widths ST To wn of Frase r A ttachment A5 Rev ised January 2015 I iZEFE CO NCRET AL TI Side wa lks and Tra ils To wn of Frase r Attachment A-13 Rev ised January 2015 DNS BEET RDSssE Tl o Cross -S ectio n f or Colle ct or Stre et RIESS DEW, PS C P RO VE., FO S S TANDARDIES SICRI PURPOSES O NE, EMS DRI P. SSI SS CR ENTS MI NIMUM To wn of Fraser Attac hmen t A-7 R evis ed J anu ary 2015 SIDEWA LK RA MP P LAN S ECTION A 5A SECTION GC G ENE RAL NOTE S Han dicap Ramps To wn of Frase r Attac hmen t A-14 Rev ise d Ja nua ry 2015 VERT4CAL CURB. GUTTER RIBBON CURB SSE E RR SCE ',VCR CR SE, r te; Li M OU NTA BLE CURBS GUTTE R GENERAL N OTES. RER C urb and Gutter VALLEY PAN Revised Ja nuary 2015 Town of Fr as er Attachme nt A-11 a a o z z L ai LL o Z Len gth of Res trained Pipe SE RASS ES Town of Fraser Attachment A-22 Revised Ja nuary 2015 6 OC 0 LL O z C ONSTRUCTI ON SHEET 25 OF 34 Fire Hydrant Deta il To wn of Frase r Attachment A -16 Rev ised January 2015 TEE ggr 444444 Co ncrete Thrustblo cks 4-4 4444 DEAD END 4 ZWE I TYPICAL CR OSS SECT ION BEAR . .R,ACE AREA ON SQUARE F Rev ise d Janu ary 2015 To wn of Frase r Attac hme nt A-20 I Tracer Wire Detail I PRE, .4 ,, PRE PROM. FOR SP AP DPR,PP ROXPIAP OR, 04,P , PP. R EV, RE RRE Z,I TS TAPE RIPE ToOR TOP P. 141 s- TINES STATiaN -CTION A —A Town of Fras er Attac hmen t A -17 Revi sed J anuary 2015 DIP M ECHANICAL JOINT RESTRAINT WEDGE DETAIL D IMENSION S N O. PP P DIP NO TE. 400 NOT BOLT HOLE DETA IL 00 g!TIIWOMZ . 0' Mec han ical Joint Res train t Details TNIN04,10 ,,XCRF FEREAR ROC ,ISER,RONSE POR,RO S FOR SPEC IFIC MPE FF S,P ACIP IREP PLE ,041 To wn of Frase r Attac hme nt A -21 Re vise d Ja nua ry 2015 W ater M ain a nd Servi ce Li ne Bedding and Backfill Detail ,0 00.0 000ci0 ..i 00/00c0 00, 000,00, 0,0 0,00 00 00,i000. 000-0 00.00 MST Town of Fraser Attachme nt A-18 Revised Ja nuary 2015 Pipe Cro ssin g De tail Town of Fraser A ttac hmen t A -23 Revised January 2015 6 OC 0 LL Q z O u SHEET 26 OF 34 Ma nhole/StructureNa lve Box Place me nt -Shoulde r A rea Town of Fraser Attachment A-27 Rev ised January 2015 Structure /Man ho le C oncrete C ollar Detail Town of Fraser Attac hment A-29 Rev ised January 2015 Va lve Box Concrete C ollar D etail 1 "ME SE 0E1-.41, PRE PROVIDE D F613 STA XO PRIDVATIO N i IMPO.SES O NLY . -.3 DErAI L R EPIR ESed iSPIIMPION1 i OESIG X STA ND ARD S WHICM REQUR E UPGRA DE,. FOR SPECIFI C APPLICATIO NS. REFER 70 7 00VX OF F RASE R Town of Fras er Attac hmen t A -28 Revi sed J anuary 2015 OO> Oea ONC ® STEPS _, cwa . E n e.w r NOTES F OR Pa�Me: A«o PRIOR 1. I 4o e cTs _aN CP Optio nal M anho le / Structu re Adjustment De tail MUMS FO R S PECIFIC MU To wn of Frase r A ttachment A -30 R evised January 2015 W ater S er vic e Li ne and C urb St op Town of Fr as er Attachment A-34 Revised Ja nuary 2015 RP 5 50 1 ,51 NETER V RE ARZ5RIPALL NOT w,LEss P.M.. ater Meter A ssembly Installati on To wn of Fraser A ttac hmen t A-35 Revised January 2015 6 OC 0 LL Q z O u <2 aQ Ya W W O re U Y a J W ,L LL Q U co o 0 U SHEET r OF 34 Sewer Main a nd Service Line Be dding & Backfill Detail Town of Fraser Attachment A38 Rev is ed Janu ary 2015 NOTES ACT T TRLTA TTAEKT, ATT,,T A ND T,, TC RET, Ts STREET, Sewer Clea nout Colla r De tail - Pa ved Lo cation Town of Fraser A ttac hmen t A -44 Revis ed January 2015 Sewer Service Line C onnecti on Detail n. sc ox Ean��(a� it To wn of Fraser Attac hmen t A-42 R evi sed Ja nuary 2015 MIN S LOPE DS Sewer Service Lin e Cleanout Detail - Unpaved Location Town of Fra se r Attachment A-43 Revised January 2015 OPEN CCADT,i.T, STREET CT,T, LO NE Standard Precast Concrete Manh ole Tow n of Fraser Attachment A-39 Re vised January 2015 6 OC 0 LL Q z O u Qo aQ Ya W U re U Y a J W ,L LL Q O c o z 0 U SHEET 28 OF 34 Vehicle Tracking Control I VTC) SM-4 Sta biliz ed Sta ging Area (SSA ) SM-6 SM-4 Vehicle Tracki ng Co ntrol (VTC) n un A C-?..KCCREGAT I +E TRACKING CONTROL WIT H RACK 1,4 SM-6 Stabilized St aging Area (SSA) Vehicle Tracking Control (VTC) SM-4 HAT CR T.R, Ch eck Dams ( CD) EC -I 2 SM-4 Vehicle Tracki ng Cont rol ( VTC) EC -I 2 Ch eck D ams ( CD) OC 0 u- 1 — Q Z C ONSTRUCTI ON <2 aQ Ya W W oV c.) Y a J W ,L LL Q O co o z 0 (2 SHEET 29 OF 34 Concr ete Washout Area (CWA) MM -I MM -I Sediment Control Log (SCL) SC -2 C oncrete Washo ut Area (CWA) SC -2 0,3. 3330 Sedimen t Control Log (SCL) _ rM _ 00,10003 3E rE CONT3333 Stockpile Management (SP) MM -2 SEC T ^;. Sedime nt Control Log (SC L) SC -2 MM -2 St ockpile Manageme nt (SM) SC -2 Sediment Control Log (SCL) E OC 0 U- C ONSTRUCTI ON < 0 aQ Ya w reo c.) Y a J W ,L LL Q O co o z 0 U SHEET 30 OF 34 SC -5 Rock S ock ( RS) FoOF 4 04K ,43E, F3 1413 3043 PTAH zmmq ROCK OO SC -6 Inlet Protection (IP) Rock Sock ( RS) SC -5 Sedimen t Basin (SB) SC -7 SC -6 Inlet Protectio n (1P) 4-34 1 .143 SC -7 Sediment Basin (SB) 3334144343. Inlet Pr otecti on (IP) SC -6 1E-3. H OT 33,133, Sediment Basin (SB) SC -7 33, 433, E OC 0 1- O z C ONSTRUCTI ON Qo Ya W O o re U Y a J W ,L LL Q O to 0 o O z 0 U SHEET 31 OF 34 PLANT SCHEDULE BOTANIC AL NA. 3. SP I SAD BO TA NICA L NAME SP AN, E N, M AP KI SPRUCE ACTT PAT,. BAB DAN C,PS P LOP S, POOP-, SP,A, WE EPING 5, 5 SPAT, ) DNS:TECO, PINE PLUS C, UNDER PIPE BO TA NIC AL NAND BOTANICAL NAME S. TYPE RIBES AVD P. STATIPPIKON AT IS ST, ELDE R PAP ATTR ENTERRED . EROSION CO NTR OL BEST MANAGEMENT PRACTICES AILL BE INSTALLED AND NAINTANED THROUGHO UT THE DURATION OF CONSTRUCTION NATIVE 'GRASS PAIX NATIVE GRA SS M IX COM MON NAM E BOTANICAL NAME TT OF Ma APPLNATNN RATE MA NCHA R SMOOTH BRU ME BROWS INERTIAS LEYSS 20. POTOMA C ORCHARD DACT YLIS GLO NIERATA L. 2o, P UBES CENT AHEAT GRASS 20,, P ER ENN IAL RY E =IPITHNEHIrr°"" I, A NNUAL RY E LOLIUM M ULTIFLO RUM LAM. 1. T IMOTHY PHLEUM PRETENSE 5, TOTAL 50.0 LBSTLS,A CRE rIc -rE ALL C ISTLIPPLD ARCA S THAT ARC N OT SAVED .55,5 OR K1,51 -10b, AS STRUB 5, WIT BC SEEDED NI, NATIVE G SA. N I( SHOWN ABOVE 1. SEED APPLICATION DRILL SEED 5.25,21. 5. INTO THE SOIL. IN AREAS NOT ACCESSIBLE TO A DRLL HA ND BR OADCAST AT DOUBLE THE ABOVE RATE AND RAKE 0. 25"-0. 5" INTO THE SOIL. ON SLOPES STEEPER THAT , HYDROSEED AT DOUBLE THE RATE. 2. SOIL A TIENDITENT S PREPARE SOIL WITH SAN D BA SED GR ANULAR HUITIA TE AT TH E RA TE .035 LBS. PER ACR E. 3. FER TILIZATION A PPLICATION APP, BIOSOL ALL NA TURA L ORGANIC FERTILIZER AT TH E R ATE OF 1800 LBS. PER A CRE IN A LL SEEDING AREAS. L HYDR OMU LCH APP LICA TION' H YDROMULCH S HALL C ONSIS T OF CE LLULOSE FIBE R MULCH A ND MULCH T ACK IFIER AND SH ALL BE A PPLIED AT THE RAT ES OF 2.000 LBS. PER ACRE A ND 100 LBS. PER ACRE CONSE CUT IV E,. 5. THE O WNE R OR ASS IGNEE WILL PROV IDE ADE QU ATE M AIN TENA NC E FOR ALL SITE ELEM ENT S. b. TREE PLANTING SHA LL FO LLOW INTERNATIONA L L IN DLA ND UR BAN CODE (IN SEPARA TION FROM BUILDING AND GROWN OF TREE). GEN ERAL NO TES 1. THE CONTRACTOR SHALL CONTACT THE UTIL. NOTIFICATIO N CENTER OF COLORADO PRIOR TO DIG GNO, INCLUDING BUT NOT LIM ITED TO, TRENCHING AND SHRUB AND TREE PLA NTING PITS. IF UTILITIES O CCUR AT LOCATIONS OF PROPOSED SHRUBS OR TREES, THE CONTRACTOR SHALL REPORT SUCH CONDITIONS TO THE OWNER'S REPRESENTATIVE. DAMAG E TO EX IST ING UTILITIES BY THE CONTRACT OR SH ALL BE AT NO ADDITIONAL COST TO THE OWN ER AN D SHA LL BE REPAIRED BY T HE CON TRA CTOR AS HIS.. EXPENSE. A. PROPO SED TREE LOCATIONS SHALL BE FIELD A LL T REES SHA LL BE LOC ATE D A MINIM. OF nT(E)F0 0 ACCOM MO DA TE10 HYDRAANTSNG ALL TREES SHALL BE LO CATED A M INIMUM OF roE (8) FE ET CLE AR OF WATER AND S EWER MAIN LN ES. . ALL TREES SHALL BE LO CATED A M INIM. OF vE (S) FEET CLEAR OF WATER A ND SEWER SERVIC E LN ES. . ALL TREES SHALL BE LO CATED A M INIMUM OF NE (8) FE ET CLE AR OF ALL BAS LINES. . ALL TREES SHALL BE LO CATED A M INIM. OF FIV E IB,FE, CLEAR O FALL FIBER O PTIC LINES. R ESPO NSIBLEA LL UTILIT Y EASEM ENTS SHALL REM AIN AND FULLY BLE ALONG THEIR ENTIRE LENGTH FOR MAINT ENAN CE ENT ENTRY . T HE C ON TFAC TOR SHAL L BE FO R THE R UNOBSTRUCT ED AI R AND oRAREPLAC EMENT OF A NY EXISTIN G MATERIA LS ANo OR Corvoh brvO SDDA MA GED DURING ANDSCA PE CONSTRUCT ION OPE RATIONS. EXISQN 0 COND ITION S INCLUDE BU T AR E N OT LIMIT ED TO UT ILITIES, DRAINAGE FACILITIE S, CURB A ND CUTTE R NALLS WALKWAY, TX NTMG LANDSC APE AND IRRIGA TION AN D OTHER H EXISTING STRUCTURES, THE REPAIR OF SUCH DAMAG E WILL BE AT NO A DDITM NAL COS T TO THE OWNER BUT SHA LL BEA T THE CONTRACTOR'S OWN 9. PRIOR TO COMMENCING WORK, THE LANDSCAPE CONTRACTO R SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WO RK IS TO BE PERFORMED AND NOTIFY UNSATISFACTOR YTHE OWNER INV :MING OF UNSATISFACTORY CONDITIO NS. THE LANDSCA PE CONDITIONS HAVE BEEN CORRECTED. 5. THE CO NTRACTOR CONSTRUCBE TION RESPONSIBLE FOR INSTrawNGRANDMANTAIr,NOGALLCONSTTION BARRICADES, SIGNS AND WARNING DEVICES NECESSARY FOR CONSTR UCT ION.LANDSCAPE F. T HE LAND SCAPE CO NTRAC TO R SHA LL CO NTAC T THE LAND SCA PE AR CHIT ECT AND/O R THE °TYNER 'S REPR ESEN TATN E AND SCH EDULE A PRE -CO NSTRUCT ION MEETING BEFORE BEGINNING A NY CONS TRUCT ION OPERATIONS. Z. TH E CO NTRACTOR SHA LL MAINT AIN A QUALIFIE D SUP ERVISOR ON SITE AT A LL T IMES DURIN G ',T HE ,ND SCAPE CO NTRAC TO R SHA LL H AVE F. T HE CON TRACTOR SHALL CONFO RM TO A LL NHST ATE AND CO PY L CUES ASPECIFICATIONS. PLANS A ND THEVehE AT ALL TIM ES. A PPLICA BLE 'T ALL LAN DSCAPE CONSTRUCTION s, WOR rcrvIAN SHIP. AND ETHICS SHALL BE IN A CCORDA NCE WITH INDUST ...DARDS SET F ORTH IN THE CONSTRUCTIO N HANDBOO K PUBLISHED BY THE COLORADO LANDSCAPE CONTRACTORS 11. ROUGH GRADE TO ONE TENTH (. 1) OF ONE FOO T SHALL BE CONDUCTED BY OTHERS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FINISH GRAD ES WHILE MAINTAINING POSITIVE DRAINAGE. CONTRACT OR SH ALL NOTI, O WNER 'S R EPR ESENTATIVE OF A NY POO FTLY DRA INED OR ERO DED A REAS PR IOR TO CO TAMENC ING WORK. 12. THE CO NT RAC TO R SHALL MA INTA IN PO SITIV E DRA INAG E AWA Y FRO M A LL STRUCTURES AND WALKWAY S. HA VE ALL FINE GRAD ING A PPR OVED EV T HE OWNER'S REP RESE NTA TIV E PR IO R TO LANDSC APE INS TALLA TION OPER ATIONS. 13. THE LANDSCAPE CONT RACTO R SHALL FINE G RADE ALL LAN DSCA PE AR EAS . THESE AR EA S MA Y R EQ UIRE THE CO NTRAC TO R TO REMOVE SO L IN ORDER TO ALLO TS FO R APPROPR IATE CLEARANCES FOR SEEDING INSTALLATION. THE REMOVED SOIL SHA LL NO T REMA IN ON SITE BUT SHALL BEC OM E TH E PR OPERTY OF THE CON TRAC TOR AND DISPO SA L SHALL BE HIS RESPONSIBLITY AN D SHA LL NOT BE AN ADDITIONA L COST TO THE OWNER BUT SHALL BE INCLUDED WITHIN THE WORK. LANDSCAPE NOTES A LAND SCA PE C ONCEPT HA S BEEN D EVELOPED TO REINFOFTC E AND ENHA NCE THE NATUR AL CHARACTER OF T HE NEIG HBOR HO OD. TH E NATN E VEG ETATIO N INCLU DES ASPENS ALLO WS A ND OTHER RIPA RIAN PLA NTS. T HE INTEN T OF THE LANDS CAPE CONC EPT IS TO INTEGR ATE THE RIPARQ N ZO NE INTO THE NEIGHBORHOOD. THE LANDSCAPE PALETTE WILL INCLUDE NATNE GRASS WITH LOW GROWN G RIPARIAN PLANTS AS THE UNDERSTORV AND GRO UPINGS OF PINES AND ASPENS. TYPICAL SH RUB PL ANTING DET AL S CALE' NTS ROOTBALL MN DECIDUOUS TREE PLANT NG DE TAIL SCALE NTS PAU<NT DAMA GED OR DEAD DO NOT CDT LEADER 12 GA UGE GALV.IRE AN N IDTB,ITTINAg' INTO UNDISTURBED Eo FHLEI4RAPPINI oh FR ON NOVEMBER 1 THROUGH APRIL 15 PLANT TREE WHERE THE ROOTFLARE OF THE RO OTBALL IS 2T -ST ABOVE FINAL GR A, IN TURF AND SEED, AREAS " HEIG HT WATER SAUCEFT ONTURF AREAS BA CKF ILL PIT PER SPECS AFTER TREE IS SET IN PLANTING PR REMOVE ALL PATINE &WIRE FR OM TOR LL BURLBACSI DES OF 13I A LL MN) SE AP UNDISTURBED SUBORADEND NOT OVER - EXCAVATE DO NOT CUT LEADER AM DOUBLESTRAND DGUY SYSTE MS WIRES MULCH RING, MIN.." IN D D. . TAN .. BACKFILL PIT PER SPECS . AFTER T REE IS SET IN PLA NTI NG J''' RooTBALL MN �" �` � UNDIST URBED SUB ORA Eo BALL S ET ROO TBALL ON E XIS TIN G U NDISTU RBE D SU BG RADE - DO NOT ETERGREEN TREE PLANT,. DETAIL SC ALE. NTS MISICOVNTFIUM UE 'll.E5= V ED GE M AHRUB 1' HLHER TH AN T HE GRADE 'WHIC H IT D. PLAN T PIT TWIC E AS WIDE AS THE C ONTAINER SPECIFIED MULCH. MIN . 3" DEPTH FINIS HED G RADE EO JUNIPER SS OCCURS AT FINISH I HGRADE OF L ITULCH LOOSEN SIDES OF PLANT PIT RE MOVE CONTAIN ER B ACKFILL Ph PER SPECS . • H OLD FINISHED GRADE IT BELOW ADJACE NT WALK OR CURB CIL 0 LL Q z C ONSTRUCTI ON <o aQ Ya W LU W O U Y a J W ,1 LL �> cr 0 z Q U SHEET 32 OF 34 MATCH LINE SHEET 34 enaHs S110110 19 30 XI IN SSV?JD 3AI1VN m z om jllhoo CONDOS AT ELK CREEK - PA 4W.1 TOWN OF FRASER, COLORADO FINAL CO NSTRUCTION PLANS LA NDSCA PE PLA NS (1 OF 2) NO T FOR CO NSTRUCTION ON DESCRIPTI ON DATE terra cino desi n Denver CO 80231 1ST SUB MITTAL 2ND SUB MI TT, 5TH SUBMITTAL I PLANT SCHEDULE BO T ANIC ES 1 PO LEGEND CO NATIVE GRASS MIX DE CIDUOUS ORN AMENTAL TREES EVERG REE N T REES E VERGREEN SHRUB DE CIDUOUS SHRUB cee E OC O O z O SHEET 34 OF 34 PHASE 111 DRAINAGE REPORT FOR GRAND PARK 4W. 1 TERRACINA PROJECT NO. 15-003 PREPARED FOR: GRAND PARK DEVELOPMENT COMPANY P.O. Box 30 WINTER PARK, COLORADO 80482 CONTACT: CLARK LIPSCOMB PHONE: 303-972-6633 PREPARED BY: TERRACINA DESIGN, LLC I0200 E. GIRARD AVENUE BUILDING A, SUITE 3 I4 DENVER, CO 8023 PHONE: 303-632-8867 CONTACT: MARTIN METSKER TD PROJECT NUMBER: 14-003 JUNE 2023 Engineer's Statement: This report was prepared by me, or under my direct supervision, in accordance with the Grand County Strom Drainage Design and Technical Criteria and was designed to comply with the provisions thereof. I understand that Grand County does not and will not assume liability for drainage facilities designed by others. Martin Metsker, P.E. Colorado Professional Engineer License #41743 Owner/Developer's Statement: 1 Grand Park Development Company hereby certify that the drainage facilities for Grad Park 4W. I shall be constructed according to the design presented in this report. I understand that Grand County does not and will not assume liability for drainage facilities designed or reviewed by my engineer. I also understand that Grand County relies on the representations of others to establish that drainage facilities are designed and built in compliance with applicable guidelines, standards and specifications. Review by Grand County can therefore in no way limit or diminish any liability which 1 or any other party may have with respect to the design or construction of such facilities. Grand Park Development Company Printed Name terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 Page 2 TABLE OF CONTENTS I. GENERAL LOCATION AND DESCRIPTION 4 A. SITE LOCATION 4 B. DESCRIPTION OF SITE 4 II. DRAINAGE BASINS AND SUB -BASINS 4 A. MAJOR DRAINAGE BASINS 4 B. SUB -BASIN DESCRIPTION 5 III. DRAINAGE DESIGN CRITERIA 6 A. REGULATIONS 6 B. DEVELOPMENT OF BASIC DATA AND CONSTRAINTS 6 C. HYDROLOGICAL CRITERIA 6 D. HYDRAULIC CRITERIA 7 E. STORMWATER QUALITY CRITERIA 7 F. VARIANCES FROM CRITERIA 7 IV. DRAINAGE FACILITY DESIGN 7 A. GENERAL CONCEPTS 7 B. SPECIFIC DETAILS 7 C. WATER QUALITY ENHANCEMENT CONTROL MEASURES 8 D. FLOODPLAIN MODIFICATION 9 E. ADDITIONAL PERMITTING REQUIREMENTS 9 V. CONCLUSIONS 9 A. COMPLIANCE WITH STANDARDS 9 B. DRAINAGE CONCEPT 9 VI. REFERENCES 10 APPENDICES Appendix A — Appendix B — Appendix C — Appendix D — Appendix E — Appendix F — Back Pocket — General Maps Hydrologic Calculations Hydraulic Calculations Pond Calculations Variance From Criteria Referenced Information Drainage Maps terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 Page 3 I. GENERAL LOCATION AND DESCRIPTION A. Site Location This Phase III Drainage Report provides remediation for changes in the drainage patterns resulting from the construction of the major infrastructure components for Grand Park 4W.1, from here on known as "Site". The overall Grad Park development is a proposed Planned Development District (PD), consisting of single-family homes, multi -family homes, commercial development, community parks and a school site on approximately 1,340+/- acres in Fraser, Colorado. The Site is currently undeveloped and future development will include multi -family, open space, associated roadway and utility infrastructure. The intent of the project is to include 46 condominium style residential units. The Site is approximately 3.70 acres and is bound on the north by Johns Drive, on the east by Old Victory Road, one the south by Elk Creek, and on the west by County Road 72. Grad Park 4W.I is located within a portion of Southwest Quarter of Section 20, Township 1 South, Range 75 West of the 6th Principal Meridian, Town of Fraser, County of Grand, State of Colorado. A vicinity map for the site can be found in Appendix A. B. Description of Site The Site is currently undeveloped, and the land uses according to the approved PD are residential, business and open space containing approximately 3.70 acres. The Site has naturally occurring slopes ranging from 1 to 30 percent, generally slopes from the southeast to the northwest towards EIk Creek, and is primarily consist of hydrologic soil group Type A soils. A soils map has been provided and can be found in Appendix. A. There are no irrigation facilities within or affected by the development of the Site. The Site lies in the EIk Creek basin and is adjacent to an existing floodplain as depicted on the FIMA Flood Insurance Rates Map 08049C0983C Effective January 2, 2008, found in Appendix A, and the LOMR Case No 10-08-0009P Effective March 26, 2010, that updates said FEMA Flood Insurance Rates Map found in Appendix A. The Site does lie near EIk Creek which is a major drainageways. No modifications or improvements to the floodplain are proposed within the development of the Site. The Site drainage will not be impacted by any irrigation facilities. FIMA Flood Insurance Rates Map Revised to Reflect Historically, discharge from the project site sheet flows west towards Elk Creek. There is existing drainage from the southeast that includes the overflow from Elk Creek Condos. There is also a by-pass pipe that conveys flows from Elk Creek Condos and developments south along Old Victory Road and enters the Site to the east. II. DRAINAGE BASINS AND SUB -BASINS A. Major Drainage Basins The Site lies within the EIk Creek basin and follows historic patterns. The headwaters of EIk Creek extend south from the mountains and flows north under US Highway 40, where it discharges into the Fraser River, which eventually discharges into the Colorado River. See Final Construction Plans for EIk Creek Condos at Grand Park by TKE Engineering, Dated 03/06/19, for Basins OS -1, OS -2, and OS -3 flow information. Please see Existing Drainage Map found in the back pocket of this report and sheets from TKE for visual representation in Appendix XX. Historically, stormwater flows from the Site located within the major basin sheet flows west towards EIk Creek. There is existing drainage from the southeast that includes the overflow from EIk Creek Condos. There are no previous drainage studies associated with the Site. There was a drainage study done for the adjacent development, EIk Creek Condos, and Final Construction Plans for EIk Creek Condos at Grand Park by TKE Engineering, Dated 03/06/19. The relevant drainage information from said construction plans is located in Appendix XX. The Site falls within Zone X, as shown on the Federal Emergency Management Agency Flood Insurance Rate Map (FIRM) panel 08049C0983C. The development will not have an effect on the Zone X designation and will remain the same. A FIRM map can be found in Appendix A. There are no existing or proposed irrigation facilities within or affected by the development of the Site. B. Sub -basin Description Minor Drainage Basins for The Project have been delineated using the proposed site layout, grading, and the lot layout for future development. Grading within the lots represent the overlot condition; however, flow arrows on the drainage maps represent final lot grading. Runoff will flow to either the rear or front of the lots. Overall, the proposed drainage patterns for the sub -basins will generally follow the historic patterns prior to development. For sub -basins within the Site, runoff will drain towards low points in the future roadways and other design points. The developed minor basins will include overland flow and storm sewer collection systems which will direct stormwater to the water quality ponds or to off -site facilities that can account for developed run-off from the Site and were designed by others. Basin A and Basin B will include runoff from roofs, paving, walks, and landscape which will sheet flow to their respective water quality ponds, where they will discharge through a plate on a modified Type C inlet. Basin A will directly discharge into Ell< Creek and Basin B will discharge into the 30" RCP by-pass pipe from EIk Creek Condos. Basin C will include runoff from roofs, walks, and landscape which will sheet flow into Pond 4 from the EIk Creek Condos Final Construction Plans to utilize for water quality. The flows are insignificant and will not adversely affect the water quality pond per the calculations below: EIk Creek Condos Pond 4 WQCV = 1214 f t3 EIk Creek Condos Pond 4 Total Volume = 0.042 Ac -ft = 1829.5 f t3 Difference between Elk Creek Condos Pond 4 WQCV & 100 yr volume = 615.5 f t3 Per Mile High Flood Vol 3 - Chapter 3 PDF PG 7 WQCV = a(0.9113 — 1.19/2 + 0.781) WQCV = Water Quality Capture Volume (watershed -inches) a = Coefficient corresponding to BMP type and based on WQCV design drain time (40 hours for extended detention a = 1) I = Imperviousness (percent expressed as a decimal) Note: At a planning level, the watershed imperviousness can be estimated based on the zoned density. When finalizing design, calculate imperviousness based on the site plan. WQCV = (1.0)(0.91(0.14)3 — 1.19(0.14)2 + 0.78(0.14)) = 0.0883 Watershed — Inches = 0.00736 Watershed — ft = 0.00736 * C1 Basin Area = 0.0736 * 10994 = 80.92 ft3 Remaining pond volume after adding WQCV Basin C1 to Pond 4 = 615 f t3 - 80.92 f t3 = 534.58 f t3 Basin D 1 and D2 will include runoff from Johns Drive, which will be captured by inlets and conveyed to a temporary sediment basin in Planning Area 4W. Basin OSI will include surface runoff from open space, which will be captured by a temporary diversion ditch and conveyed to a temporary sediment basin in Planning Area 4W. There are two offsite stormwater features that impact the Site. One offsite stormwater feature is an existing 30" RCP pipe that collects flows from the adjacent EII< Creek Condos development and surrounding open space located east of the Site, and discharges flows into an existing swale that is located north of the Site and runs from east to west. Flows coming from this existing pipe will be captured and conveyed to EII< Creek via a 30" RCP pipe. The second offsite stormwater feature is an existing 8" PCV pipe that serves as the EII< Creek Condos Pond 3 outfall pipe. Flows from this pipe will be captured and conveyed north to the proposed 30" RCP pipe. III. DRAINAGE DESIGN CRITERIA A. Regulations This Preliminary Drainage Report is in accordance with Grand County Drainage Design and Technical Criteria) Manual and the Mile High Flood District (MHFD) Storm Drainage Criteria Manual (Ref. A, B, C, D). These manuals were used as a basis of design for the Site. All stormwater quality ponds to provide adequate WQCV for the entire Site. All applicable figures, tables, and graphs from these manuals have been included in Appendix B. The report will analyze the minor (5 -year) and major (100 -year) storm events. The stormwater quality ponds discussed herein deviate from the detention requirements set forth in the Grand County Drainage Design and Technical Criteria) Manual. The Site will have an unimpeded stormwater path the EII< Creek. Due to the close proximity to Elk Creek, any increase in stormwater flow will not negatively impact the peak flow within EII< Creek. Developed stormwater will enter the water quality ponds and excess undetained stormwater will discharge into Elk Creek before peal<flows from EII< Creek have been established. Downstream properties will not be negatively impacted from the undetained stormwater. MHFD allows for stormwater to be released undetained to the floodway after being treated for water quality. B. Development of Basic Data and Constraints There are no previous drainage studies associated with the Site. There was a drainage study done for the adjacent development, EII< Creek Condos, and Final Construction Plans for EII< Creek Condos at Grand Park by TKE Engineering, Dated 03/06/19. The relevant drainage information from said construction plans is located in Appendix E. Discussions of the relevant offsite design points is discussed below. The proposed drainage conditions discussed herein will have no advers impact to surrounding developments or to the Town. C. Hydrological Criteria The proposed minor drainage basins within The Project are less than 160 acres; therefore, the rational method can be used in determining the flow rates for the Site. The sub -basins were delineated based on the existing and proposed topography developed for the project. Flow rates for each basin can be found in Appendix B. The intensity -frequency curves used in the rational method calculations were taken from NOAA ATLAS 14 Point Precipitation Frequency Estimates as shown in Appendix B. All drainage facilities were analyzed and designed for both the minor (10 -year) and major (100 -year) storm events. Time of concentration calculations were used to determine the storm event flow rate. These calculations also can be found in Appendix B. The water quality pond calculations and design were analyzed using the MHFD Detention Design spreadsheet. These calculations can be found in Appendix D. D. Hydraulic Criteria Hydraulic calculations for the water quality pond sizing were based on MHFD Detention Design spreadsheets and can be found in Appendix D. Street and inlet capacity design were performed and based on Chapter 8 of the City's Drainage Criteria, and design spreadsheets provided by the MHFD. Water quality pond outlet control design was designed based on MHFD design spreadsheets. Hydraulic grade lines and storm pipe capacities have been calculated using the StormCAD program, and the subsequent output tables have been provided in Appendix C. E. Stormwater Quality Criteria Water quality measures have been included with designs of forebays for the proposed water quality ponds. The ponds in the developed area were designed as an water quality ponds which incorporated structures that release flows for the water quality capture volume (WQCV) and any storm event that is greater than the water quality storm event. F. Variances from Criteria The stormwater quality ponds discussed herein deviate from the detention requirements set forth in the Grand County Drainage Design and Technical Criteria) Manual. As shown on Final Construction Plans for Elk Creek Condos at Grand Park by TKE Engineering, Dated 03/06/19, the historic peak flow time of concentration for Elk Creek is 135.3 minutes to Design Point EC POA (See Appendix E). The largest calculated time of concentration for the Site is 28.3 minutes. Developed stormwater will enter the water quality ponds and excess undetained stormwater will discharge into Elk Creek before peak flows from Elk Creek have been established. Due to the proximity to Elk Creek, any increase in stormwater flow will not negatively impact the peak flow within Elk Creek. Downstream properties will not be negatively impacted from the undetained stormwater. The variance to the Town's stormwater criteria has been provided in Appendix E. IV. DRAINAGE FACILITY DESIGN A. General Concepts Low Impact Development (LID) practices and strategies have been applied to the comprehensive land planning and engineering design approach to managing stormwater runoff. The primary objective of these concepts is the preservation of the natural features of the property by arranging the development to minimize Site grading, impacts to existing vegetation and wetlands, as well as providing open space areas. The drainage design will generally maintain the historic drainage patterns and release rates for the Site. The water quality ponds on Site has been located to minimize subsurface systems and control the developed discharge prior to entering the established waterways thus reducing the impact to the surrounding tributaries. Runoff will be captured by Type C inlets in sump locations, along with flows entering grass lined swales. The runoff will then be conveyed via a subsurface system or via swales toward proposed water quality ponds or the temporary sediment pond. The water quality ponds will discharge WQCV via a pipe from the outlet structure to proposed storm pipe located at the north portion of the Site. All storm event grater than the water quality storm event will bypass the water quality ponds via a spillway and flow into Elk Creek. B. Specific Details Sub -basin Al Sub -basin Al is 2.52 acres comprised of condo buildings, walks, private roadways and landscape. Runoff generated within the basin will drain west then north to Water Quality Pond A located at Design Point Al. Storm events smaller than the 1 00 -year event will be conveyed north via the proposed subsurface system to north the proposed 30" RCP pipe and ultimately discharged into Elk Creek. All stormwater flows generated from the 100 -year or greater will bypass Water Quality Pond A and said flows will be directed to Elk Creek. Sub -basin BI Sub -basin BI is 1.16 acres comprised of condo buildings, walks, private roadways and landscape. Runoff generated within the basin will drain west then north to Water Quality Pond B located at Design Point BI. The 100 -year storm event and smaller storm events will be conveyed north via the proposed subsurface system to north the proposed 30" RCP pipe and ultimately discharged into EII< Creek. All stormwater flows generated from events grater than the 100 -year will bypass Water Quality Pond B and said flows will be directed to Johns Drive and into a Type C inlet located at Design Point D2 where flows will be conveyed west via the proposed subsurface system to a temporary sediment pond located at Design Point OSI . Sub -basin CI Sub -basin CI is 0.25 acres comprised of a condo building, walks and open space. Flows from Basin C will sheet flow into Pond 4 from the EII< Creek Condos Final Construction Plans to utilize for water quality. The flows are insignificant and will not adversely affect the existing water quality pond. All stormwater flows generated from storm events greater than the water quality storm event will bypass the existing water quality pond and said flows will be directed to Elk Creek. Sub -basin DI Sub -basin DI is 0.57 acres comprised of a local roadway, Johns Drive. Runoff generated within the basin will drain west and into a Type C inlet in a sump condition at Design Point DI where flows will be conveyed west via the proposed subsurface system to a temporary sediment pond located at Design Point OS 1. Sub -basin D2 Sub -basin D2 is 0.88 acres comprised of a local roadway, landscape, and private roadways. Sub -basin D2 also receives flows from Sub -basin BI and Elk Creek Condos Pond 3. Runoff generated within the basin and bypass flows received from other basins will drain west and into a Type C inlet in a sump condition at Design Point D2 where flows will be conveyed west via the proposed subsurface system to a temporary sediment pond located at Design Point OS I. Sub -Basin El Subbasin El is 0.12 acres comprised of open space. Subbasin El will receive flows from the adjacent property's, EII< Creek Condos, Pond 3 as shown in Appendix F. Runnoff generated from the basin and flow received from other basins will drain into a Type C inlet in a sump condition at Design Point El where the flows will be conveyed north via the proposed subsurface system to north the proposed 30" RCP pipe and ultimately discharged into Elk Creek. Sub -basin OSI Sub -basin OSI is 1.74 acres comprised of open space. Runoff generated within the basin will drain west to a temporary sediment pond located at Design Point OS 1. All stormwater flows generated from storm events greater than the water quality storm event will bypass the temporary sediment pond and discharge directly into Elk Creek. See Appendix B for all basin areas, runoff coefficients, time of concentration and runoff quantity calculations. As shown in Reference E, there is an existing 30" RCP pipe that discharges 2.1 CFS during the 10 -year event and 9.9 CFS during the 100 -year event. Flows from this existing pipe flow into an existing swale and eventually into Elk Creek. In the final condition the swale will be removed and the existing 30" RCP pipe will be extended directly to Elk Creek. C. Water Quality Enhancement Control Measures Water quality measures have been included in the design of the proposed water quality ponds. The basins have been designed to incorporate a structure that releases flows for the water quality capture volume (WQCV) storm event. The design of these structures has been provided in Appendix D. D. Floodplain Modification This project is adjacent to a FEMA floodplain as shown on the FIRM Map in Appendix A. E. Additional Permitting Requirements The drainage design of The Project adheres to the requirements of Section 404 of the Clean Water Act, Section 06 of the National Historic Preservation Act of 1966 and the Endangered Species Act. Additionally, the drainage design conforms to all applicable local, state, and federal requirements for drainage design and stormwater discharge. V. CONCLUSIONS A. Compliance with Standards The drainage design for the Site conforms to the Grand County Storm Drainage Design and Technical Criteria) Manual and the Mile High Flood District (MHFD) Storm Drainage Criteria Manual where applicable. The report outlines the required design and construction of offline water quality basins within each applicable sub -basin. B. Drainage Concept The rational method was used to determine the developed runoff values for the minor drainage basins throughout the Site. These basins were delineated based on the natural Site topography and the developed Site plan. The proposed water quality basins were sized for WQCV and will release the WQCV below historic rates. The storm sewer system will be designed to capture the minor (5 -year) and major (I00 -year) storm events. This report has been written as a standalone report. VI. REFERENCES A) Grand County Storm Drainage Design and Technical Criteria Manual, August I', 2006 B) MHFD (Mile High Flood District). 2018. Urban Storm Drainage Criteria Manual. Volume 1: Management, Hydrology and Hydraulics. Revised August 2018. https://mhfd.org/resources/criteria-manual. C) MHFD. 2017. Urban Storm Drainage Criteria Manual. Volume 2: Structures, Storage and Recreation. Revised September 2017. https://mhfd.org/resources/criteria-manual. D) MHFD. 2010. Urban Storm Drainage Criteria Manual. Volume 3: Stormwater Best Management Practices. Revised November 2010. https://mhfd.org/resources/criteria-manual. E) Final Construction Plans for Elk Creek Condos at Grand Park, TKE, November 30th 2021 F) National Flood Hazard Layer FIRMette Map — 08049C0983C Effective Date January 2, 2008 G) USDA NRCS Soil Maps — Updated September 10, 2018 Computer Programs: Detention Basin Design Workbook by MHFD, v4.05. Hydraflow Express by Autodesk StormCAD by Bentley Systems, 10.03.04.53 APPENDIX A GENERAL MAPS VICINITY MAP FIRM MAP SOILS MAP ELK CREEK BASIN MAP terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 DRAWING2.DWG; 5/20/2022 3:48 PM terracina design 10200 E. Girard Ave, A-314 Denver, CO 80231 ph: 303.632.8867 0 500' 1"=500' GRAND PARK 4W.1 VICINITY MAP SHEET NUMBER 1 OF 1 SHEETS CREATED BY: MJG DATE: 2022-05-20 JOB NUMBER 15-003 NOTES TO USERS _I D NS .AN EL FLOODWA, AREAS II/ ZONE AE Z ONED LE GEN D INV..n or+ BY ThE 1,s IAN°. CS.. Las)nsE" a'a0 r0 CITNER FLOOD ARE AS O THER AREAS C OAST AL BARRIER RESOURCES s6TEM (005) AR EAS CTHERW 6E FR OTE00 0 ARE AS (QM, ARY) PANEL 0983C li1l/,°.WilC? N/,,' r L r FIRM FLOOD INSURANCE RATE MAP G RAND COUNTY, COLORADO A\DI\ CORP ORIIED ARENS PANEL9830F 1200 CONT AINS MAP NUMBER 0104000903C EFFECTIVE DATE JANUARY 2, 2008 Page 1 of 5 Issue Date: October 30, 2009 Effective Date: March 26, 2010 Case No.: 10-08-0009P LOMR-APP part y Federal Emergency Management Agency Washington, D.C. 20472 1NMh �4y, LETTER OF MAP REVISION DETERMINATION DOCUMENT COMMUNITY AND REVISION INFORMATION PROJECT DESCRIPTION BASIS OF REQUEST COMMUNITY Town of Fraser Grand County Colorado NO PROJECT HYDRAULIC ANALYSIS HYDROLOGIC ANALYSIS NEW TOPOGRAPHIC DATA COMMUNITY NO.: 080073 IDENTIFIER Elk Creek Floodplain through Grand Park Development APPROXIMATE LATITUDE & LONGITUDE: 39.941, -105.811 SOURCE: USGS QUADRANGLE DATUM: NAD 83 ANNOTATED MAPPING ENCLOSURES ANNOTATED STUDY ENCLOSURES TYPE: FIRM* NO.: 08049C0979 C DATE: January 2, 2008 TYPE: FIRM* NO.: 08049C0983 C DATE: January 2, 2008 TYPE: FIRM* NO.: 08049C0991 C DATE: January 2, 2008 DATE OF EFFECTIVE FLOOD INSURANCE STUDY: January 2, 2008 PROFILE(S): 21P, 22P SUMMARY OF DISCHARGES TABLE: 2 Enclosures reflect changes to flooding sources affected by this revision. * FIRM - Flood Insurance Rate Map; ** FBFM - Flood Boundary and Floodway Map; *** FHBM - Flood Hazard Boundary Map FLOODING SOURCE(S) & REVISED REACH(ES) Elk Creek - from approximately 1,550 feet upstream of the confluence with the Fraser River to approximately 970 feet upstream of the Union Pacific Railroad Elk Creek East Split - from the confluence with Elk Creek to approximately 650 feet downstream of the Union Pacific Railroad crossing SUMMARY OF REVISIONS This Letter of Map Revision (LOMR) is a reissuance of a LOMR that was scheduled to become effective July 18, 2008 (Case No. 07-08-0576P). The July 18 LOMR was issued to revise the boundaries of the base (1 -percent -annual -chance) floodplain along Elk Creek and Elk Creek East Split; however, the public notification of BFE changes was not published in the Middle Park Times, as scheduled on March 6 and March 13, 2008. Therefore, this LOMR reissues the July 18 LOMR so that those BFEs can be published. * BFEs - Base Flood Elevations DETERMINATION This document provides the determination from the Department of Homeland Security's Federal Emergency Management Agency (FEMA) regarding a request for a Letter of Map Revision (LOMR) for the area described above. Using the information submitted, we have determined that a revision to the flood hazards depicted in the Flood Insurance Study (FIS) report and/or National Flood Insurance Program (NFIP) map is warranted. This document revises the effective NFIP map, as indicated in the attached documentation. Please use the enclosed annotated map panels revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals in your community. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 6730 Santa Barbara Court, Elkridge, MD 21075. Additional Information about the NFIP is available on our website at http://www.fema.gov/nfip. Beth A. Norton, Program Specialist Engineering Management Branch Mitigation Directorate 117333 OT202BKR.N.10080009P.H02 102 -I -A -C Page 2 of 5 Issue Date: October 30, 2009 Effective Date: March 26, 2010 Case No.: 10-08-0009P LOMR-APP oast y Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) OTHER COMMUNITIES AFFECTED BY THIS REVISION CID Number: 080280 Name: Grand County, Colorado AFFECTED MAP PANELS AFFECTED PORTIONS OF THE FLOOD INSURANCE STUDY REPORT TYPE: FIRM* NO.: 0804900991 C DATE: January 2, 2008 DATE OF EFFECTIVE FLOOD INSURANCE STUDY: January 2, 2008 PROFILE(S): 21P SUMMARY OF DISCHARGES TABLE: 2 This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 6730 Santa Barbara Court, Elkridge, MD 21075. Additional Information about the NFIP is available on our website at http://www.fema.gov/nfip. e.-.13cr_ . f t 0..74 " 71. Gr--1'(a:)-r�— Beth A. Norton, Program Specialist Engineering Management Branch Mitigation Directorate 117333 OT202BKR.N.10080009P.H02 102 -I -A -C Page 3 of 5 Issue Date: October 30, 2009 Effective Date: March 26, 2010 Case No.: 10-08-0009P LOMR-APP oart Federal Emergency Management Agency Washington, D.C. 20472 1NMh �4y, LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) COMMUNITY INFORMATION APPLICABLE NFIP REGULATIONS/COMMUNITY OBLIGATION We have made this determination pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (P.L. 93-234) and in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, P.L. 90-448), 42 U.S.C. 4001-4128, and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968, as amended, communities participating in the NFIP are required to adopt and enforce floodplain management regulations that meet or exceed NFIP criteria. These criteria, including adoption of the FIS report and FIRM, and the modifications made by this LOMR, are the minimum requirements for continued NFIP participation and do not supersede more stringent State/Commonwealth or local requirements to which the regulations apply. COMMUNITY REMINDERS We based this determination on the 1 -percent -annual -chance discharges computed in the submitted hydrologic model. Future development of projects upstream could cause increased discharges, which could cause increased flood hazards. A comprehensive restudy of your community's flood hazards would consider the cumulative effects of development on discharges and could, therefore, indicate that greater flood hazards exist in this area. Your community must regulate all proposed floodplain development and ensure that permits required by Federal and/or State/Commonwealth law have been obtained. State/Commonwealth or community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction or may limit development in floodplain areas. If your State/Commonwealth or community has adopted more restrictive or comprehensive floodplain management criteria, those criteria take precedence over the minimum NFIP requirements. We will not print and distribute this LOMR to primary users, such as local insurance agents or mortgage lenders; instead, the community will serve as a repository for the new data. We encourage you to disseminate the information in this LOMR by preparing a news release for publication in your community's newspaper that describes the revision and explains how your community will provide the data and help interpret the NFIP maps. In that way, interested persons, such as property owners, insurance agents, and mortgage lenders, can benefit from the information. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 6730 Santa Barbara Court, Elkridge, MD 21075. Additional Information about the NFIP is available on our website at http://www.fema.gov/nfip. c--13cr_ . C't C::4.. " I`Z. Gr--1(..)-, . Beth A. Norton, Program Specialist Engineering Management Branch Mitigation Directorate 117333 OT202BKR.N.10080009P.H02 102 -I -A -C Page 4 of 5 Issue Date: October 30, 2009 Effective Date: March 26, 2010 Case No.: 10-08-0009P LOMR-APP oast y Federal Emergency Management Agency Washington, D.C. 20472 1NMh �4y, LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) We have designated your community STATUS OF We will not physically LOMR at this the future, we a Consultation Coordination Officer and FEMA. For information regarding Federal Emergency Denver (CCO) to assist your community. The CCO will be the primary liaison between your CCO, please contact: Ms. Jeanine D. Petterson Director, Mitigation Division Management Agency, Region VIII Federal Center, Building 710 P.O. Box 25267 Denver, CO 80225-0267 (303) 235-4830 and FIS report for your community to reflect the modifications made by this cited FIRM panel(s) and FIS report warrant physical revision and republication in by this LOMR at that time. THE COMMUNITY NFIP MAPS revise and republish the FIRM time. When changes to the previously will incorporate the modifications made This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 6730 Santa Barbara Court, Elkridge, MD 21075. Additional Information about the NFIP is available on our website at http://www.fema.gov/nfip. c--13cr_ . C , C-4. " Z. Gr--1'(a:)-g--- Beth A. Norton, Program Specialist Engineering Management Branch Mitigation Directorate 117333 OT202BKR.N.10080009P.H02 102 -I -A -C Page 5 of 5 Issue Date: October 30, 2009 Effective Date: March 26, 2010 Case No.: 10-08-0009P LOMR-APP oatt y 1NMh �4y, Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) PUBLIC NOTIFICATION OF REVISION PUBLIC NOTIFICATION FLOODING SOURCE LOCATION OF REFERENCED ELEVATION BFE (FEET NAVD 88) MAPNU P PANEL ) EFFECTIVE REVISED Elk Creek Approximately 50 upstream of Elk Creek Drive NONE 8,578 08049C0979 C Just downstream of the Union Pacific Railroad NONE 8,636 08049C0991 C Elk Creek East Split Just upstream of the confluence with Elk Creek NONE 8,599 08049C0979 C Approximately 670 feet downstream of the Union Pacific Railroad crossing NONE 8,627 08049C0991 C Within 90 days of the second publication in the local newspaper, a citizen may request that we reconsider this determination. Any request for reconsideration must be based on scientific or technical data. Therefore, this letter will be effective only after the 90 -day appeal period has elapsed and we have resolved any appeals that we receive during this appeal period. Until this LOMR is effective, the revised BFEs presented in this LOMR may be changed. A notice of changes will be published in the Federal Register. A short notice also will be published in your local newspaper on or about the dates listed below. Please refer to FEMA's website at https://www.floodmaps.fema.gov/fhm/Scripts/bfe_main.asp for a more detailed description of proposed BFE changes, which will be posted approximately within a week of the date of this letter. LOCAL NEWSPAPER Name: Middle Park Tines Dates: 11/19/2009 and 11/26/2009 This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 6730 Santa Barbara Court, Elkridge, MD 21075. Additional Information about the NFIP is available on our website at http://www.fema.gov/nfip. c-- 3cr_ . C .. C:: —II Gr--1'(a:)-g--- Beth A. Norton, Program Specialist Engineering Management Branch Mitigation Directorate 117333 OT202BKR.N.10080009P.H02 102 -I -A -C Table 2. Summary of Discharges f Flooding Source and Location Fraser River Above Confluence With Jim Creek Below Confluence With B uck Creek Below Confluence With Vasquez Creek Below Confluence With Leland Creek Below Confluence of Elk Creek Below Confluence of St. Louis Creek St. Louis Creek At confluence with Fraser River Drainage Area Peak Discharges (Cubic Feet Per Second) (Sq uare Miles) 10 -Ye ar 50 -Year 100 -Year 500 -Year 16 .43 25.08 58 .18 61 .05 70.4 107 .9 37.5 321 432 431 579 772 1,033 798 1,068 478 579 640 769 1,139 1,349 1,177 1,393 1,300 1,740 845 Elk Creek At confluence with Fraser River 8.75 --` --` 208 Elk Creek East Split At co nfluence with Elk Creek --1 --i 12 Vasqu ez Creek At Mouth Little Vasquez Creek At Mo uth Mary Jane Creek At Mo uth Cooper Creek At Mo uth Leland Creek Upstream of US 49 At confluence with Fraser Riv er 28.21 467 5.57 152 1.20 53 0. 81 40 0. 84 41 1. 28 82 'Data Not Av ailable 2 Reduction in Discharge Due to Losses of Flows Along the Left Overban k U pstream of US 40 627 205 693 831 \ REVISED DATA 228 281 80 101 61 78 80 80 82 82 REVISED TO REFLECT LO EFFECTIVE: March 26, 2010 ELEVATION IN FEET (NAVD 88) O o o o 0 0 N O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 O O 0 0 O O 0 0 0 0 0 0 0 0 0 0 o 0 O O 0 0' w 0 0oe 0 0 0 0 0' 0' 0 0 0 0 O N o 0 00 0 m a 0 0 O 0 w 0 a m 0 0 ELK CRE E DRIVE N li CR 2 \ 1 \ \ \ U CONFLUE ELK CREEK E WITH S9' SPLIT \ \ \ \ a m = g O Z 6 0 2 5 A i 2 1 i v S 2 i R i S o U N ION PACIFIC RAI LROA D 0 MI T OF BY 1 \ O O 0 0 DIVEIGEN FROST ELK CREEK SP LIT \ O N 0 O O W O O W 0 O O O W O FEDERAL EMERGENCY MANAGEMENT AGENCY GRAND COUNTY, CO AND INCORPORATED AREAS FLOOD PROFILES ELK CREEK ELEVATION IN FEET (NAVD 88) 8880 8650 8640 8630 8620 8610 8800 8590 8580 8570 m z Cal J b. Z pS u J ,61 w B LEGEND 0 .2% ANNUAL CHANCE FLOOD — - - — - - — IR ANNUAL CHANCE FLOOD — - — - — 2% ANNUAL CHANCE FL OOD - IO% ANNUAL CHANCE FLOOD "l"fe / STREAM BED CROSS SECTION L OCATION 0 500 1000 1500 2000 2500 3000 9500 4000 4500 STREAM DISTANCE IN FEET ABOVE THE CONFLUENCE WITH ELK CREEK 5000 5500 6000 8660 8650 8640 8830 8620 8810 8600 8590 6500 FLOOD PROFILES FEDERAL EMERGENCY MANAGEMENT AGENCY ELK CREEK EAST SPLIT D� W Ofx U d A F [z7 z F" 004 0 0 04 A 0 ZU <Z CS A z 22P ' F FIRM Im°i FLOOD INSURANCE RATE MAP 0-1 ED 'm4;; m GR AND CO UNTY, COLORADO I D AND INCORPORATED AREAS /".al „Q PANEL 979 OF 1200 0 A (SEE MAP INDEX FOR FIRM PANEL LAYOUT) Ho CONTAINS: W r COMM UNITY NUMBER PA NEL SUFFIX GRAND COUNTY 080280 0979 C P"ai FRASER TOWN OF 080073 0979 C oC1 D4 IWO CD Notice to User: The Map Nu mber shown below shou ld be used when placing map orders; the Co mmu nity Nu mber shown abov e should be u sed on insurance applications for the subject community. 4 ad4�4, MAP NUMBER P....11. Vitt. 08049C0979C ® Ca EFFECTIVE DATE iii 4 � 9ND stir JANUARY 2, 2008 114 I,"i Federal Emergen cy Ma nagement Agency 2 .�. �vl�'��i�1 1 i�%` il'il�i l��ylu;ii NL L�l II I ry I^„I� �' ' V ��nli j •irk Vir "i l'I V IAN^ MW 39°56'15.00" 105°48'45.00" JOINS PANEL 0991 GRAND COUNTY UNINCORPORATED AREAS 080280 1111 In l I�7 "ILLIP I•illi�l IZi Q� �� AI mnn' CD III ' ..ICI Ili"'• nQl .7i 11111 nlpn� IIQI X1111111 ■ Legend 1% annual chance (100 -Year) Floodplain 1% annual chance (100 -Year) Floodway 0.2% annual chance (500 -Year) Floodplain PANEL 0983C FIRM FLOOD INSURANCE RATE MAP GRAND COUNTY, COLORADO AND INCORPORATED AREAS PANEL 983 OF 1200 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: C,OM•MUNIT,Y, N•U„M•B,„E•R PANEL SUFFIX GRAND COUNTY FRASER TOWN OF 080280 0983 C 080073 0983 C Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. MAP NUMBER 08049C0983C EFFECTIVE DATE JANUARY 2, 2008 Federal Emergency Management Agency MW I(I Legend 1% annual chance (100 -Year) Floodplain 1% annual chance (100 -Year) Floodway 0 .2% annual chance (500 -Year) Floodplain m •' F FIRM FLOOD INSURANCE RATE MAP ,< PANEL 991 OF 1200 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) mn CONTAINS . •i� a COMMUNITY NUMBER P ANEL SUFFIX �..••� GRAND COUNTY 080280 0991 C ERASER TOWN OF 080073 0991 C plll� 05 0991 c CID 44.1°I) CID Imf Id be us ed when pl aci ng map orders, the Comm unity N umber shown abo ve sho uld be us ed on ins urance applications for the s ubject community. atiy o_k,� MAP NUMBER �r... y�o 08049C0991C EFFECTIVE DATE hill 4ND JANUARY 2, 2008 < Feder al Emergency Management Age ncy J Hydrologic Soil Gr oup —Grand C ounty Area, Colorado 39° 56' 31" N 39° 56 22" N 430550 430590 430630 430670 430710 430750 430790 430830 430870 430910 430953 430990 430650 3 N 430590 430630 430670 Map Scale : 1:2,090 if printed on A landscape (11" x 8.5" ) shee t. Meters 0 30 60 120 180 Feet 0 100 200 400 600 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 430710 430750 4 ',3790 430830 430870 430910 430950 430990 USDA Natura l Re source s iai. Conserv ation Serv ice Web So il Survey Natio nal Coo perative Soil Survey 1/18/2022 Pag e 1 of 4 Hydrologic Soil Gr oup —Grand C ounty Area, Colorado M AP LEGEND Area of Interest (AOI) Area of Interest ( AOI) Soils Soil Rating Polygons 0 A 0 A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B/D C C /D D Not rated or not available So il Rating Po ints A A/D B B/D MAP INFOR MATION C The soil surv eys that comprise your AOI w er e mapped at 1:24,000 . C/D D 0 Not rated or not available Water Features Streams and Canals Transp ortati on Rail s Interstate Highways US Routes Major Roads Local R oads Ba ckground Aerial Photography 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 . Pleas e rely on th e bar s cal e on each map sh eet f or m ap 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 preser ves 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 USD A-NRCS certified data as of the version date(s) listed below . Soil Survey Area: Grand County Area, Colorado Survey Area Data: Version 15, Sep 2, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 25, 2021 —Sep 5, 2021 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 . USDA Natura l Resource s Conserv ation Serv ice Web So il Survey Natio nal Coo perative Soil Survey 1/18/2022 Pag e 2 of 4 Hydrologic Soil Group —Grand County Area, Colorado Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 25 Cumulic Cryaquolls, nearly level A/D 5.4 51.6% 81 Tine gravelly sandy loam, 0 to 3 percent slopes A 5.1 48.4% Totals for Area of Interest 10.6 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. 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. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/18/2022 Page 3 of 4 Hydrologic Soil Group —Grand County Area, Colorado Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie -break Rule: Higher USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/18/2022 Page 4of4 Elk Creek Topo Map in Grand County Colorado 91) Print th'os map Map provided by TopoZone.com APPENDIX B HYDROLOGIC CALCULATIONS PERCENT IMPERVIOUSNESS CALCULATIONS RATIONAL METHOD RUNOFF CALCULATIONS TIME OF CONCENTRATION CALCULATIONS terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 8/23/22, 4:48 PM Precipitation Frequency Data Server NOAA Atlas 14, Volume 8, Version 2 Location name: Fraser, Colorado, USA* Latitude: 39.9418°, Longitude: -105.8102° Elevation: milt** * 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 1 PF graphical 1 Maps & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration 5 -min 10 -min 15 -min 30 -min 60 -min 2 -hr 3 -hr 6 -hr 3 -day 4 -day 7 -day 10 -day 20 -day 30 -day 45 -day 60 -day 0.168 (0.130-0.218) 0.246 (0.190-0.319) 0.300 (0.232-0.389) 0.380 (0.295-0.494) 0.470 (0.364-0.610) 0.560 (0.439-0.718) 0.632 (0.499-0.804) 0.792 (0.633-0.995) 1.57 (1.31-1.89) 1.70 (1.43-2.04) 2.06 (1.75-2.44) 2.37 (2.03-2.78) 3.21 (2.79-3.73) 4.79 (4.22-5.47) 5.55 (4.92-6.30) 0.200 (0.155-0.260) 0.293 (0.227-0.381) 0.357 (0.277-0.464) 0.453 (0.351-0.589) 0.550 (0.425-0.714) 0.646 (0.506-0.829) 0.716 (0.565-0.913) 0.874 (0.698-1.10) (1.34-1.96) 1.78 (1.49-2.15) 1.92 (1.62-2.30) 2.28 (1.93-2.70) 2.60 (2.22-3.06) 3.53 (3.06-4.10) 5.35 (4.70-6.11) 6.22 (5.51-7.07) 0.260 (0.200-0.338 0.380 (0.293-0.496 0.464 (0.358-0.604 0.588 (0.453-0.766) 0.699 0.539-0.912 0.811 (0.633-1.05) 0.882 (0.693-1.13) 1.05 (0.837-1.33) (1.66-2.44) (1.85-2.69) (1.99-2.86) (2.32-3.26) (2.61-3.62) (3.55-4.79) 5.04 4.39-5.83 6.26 (5.49-7.18) (6.45-8.34) 42442, ( , f( &"(2.1,,, 1,2: 1(. ).753 1.2(; °1.1.)': 0.2804057) recurrence interval ( 0.400 0.301-0.560) 0.586 0.441-0.819) 0.715 0.538-0.999) 0.905 (0.681-1.26) 1.06 (0.802-1.49) 1.22 (0.933-1.69) 1.32 (1.01-1.82) 1.55 (1.22-2.14) (2.53-4.14) 3.44 (2.82-4.53) 4.01 (3.33-5.19) 4.33 (3.61-5.54) 5.46 (4.56-6.77) 6.55 8.06 6.78-9.71 9.42 (7.96-11.3) 0.473 (0.346-0.670 0.693 (0.507-0.982 0.845 (0.619-1.20) 1.07 (0.782-1.51) 1.25 (0.920-1.78) (1.07-2.03) (1.16-2.17) (1.40-2.56) (2.94-5.02) 4.12 (3.27-5.50) 4.35 (3.47-5.77) (3.81-6.20) (4.07-6.54) (5.00-7.77) 5.93-9.06 (7.28-10.9) (8.54-12.7) 1 Precipitation frequency (PF) estimates in this table are cy analysis of partial durat 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. (1.47-3.16) 1.21-2 22) 2.1 7 0059-341 ) 2 (: 0.639 (0.434-0.965) 0.936 (0.635-1.41) 0.775-1.72 0.979-2.18 (1.34-2.93) 0.764 (0.499-1.19) 1.12 (0.730-1.75) 1.36 (0.890-2.13) 1.72 (1.13-2.69) 2.03 (1.33-3.18) (1.55-3.63) 0.865 (0.548-1.36) 1.27 (0.802-2.00) 1.55 (0.978-2.44) (1.24-3.08) (1.46-3.64) (1.71-4.16) 1.79-3.78 (3.82-7.54) 5.78 (4.22-8.23) 6.07 (4.46-8.60) 6.48 (4.80-9.09) 6.75 (5.02-9.38) 7.69 (5.76-10.5) 8.79 (6.61-11:8). 10.5 7.95-14.0 12.2 (9.27-16.1) 2.55 (1.70-3.94) (2.10-4.76) (4.50-9.58) 7.08 (4.96-10.4) 7.43 (5.23-10.9) 7.86 (5.58-11.4) 8.08 (5.77-11.7) 8.84 (6.35-12.5) 9.86 7.11-13.8 11.6 (8.42-16.1) 13.4 (9.78-18.5) (1.88-4.53) (2.33-5.50) (5.01-11.1) 8.18 (5.52-12.1) 8.56 (5.81-12.6) 9.02 (6.18-13.2) 9.20 (6.34-13.4) 9.77 (6.80-14.0) 10.7 7.50-15.3 12.4 (8.78-17.6) 14.3 (10.2-20.3) Back to Top PF graphical https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=39.9418&Ion=-105.8102&data=depth&units=english&series=pds 1/4 8/23/22, 4:48 PM Precipitation Frequency Data Server PDS-based depth -duration -frequency (DDIF) curves Latitude: 39.9418', Longitude -105.8102' 5 10 25 50 100 200 NOAA Atlas 14, Volume 8, Version 2 ri ru ro r® 7D 7D -01 A A 4 r rrl ua 500 1000 Average recurrence iintervall (years,) Created (GMT): Tue Aug 23 22:48:29 2022 Back to Top Maps & aerials Small scale terrain ;We rage MC: iLIrrence nRPr\ 4 5 10 25 50, 100 200 500 .1000 Duu 8 •n tw rtur`u ----- 2 -day 10 -mm b a-nrwmn 4 -day 3a-r'niin — 'f-d.ay 60-rnn 10 -day 2 u -- 20-+May nr — 30 -tray --- 4"54 r 45 -tray 12 -hr — 60 -day 24 -hr https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=39.9418&Ion=-105.8102&data=depth&units=english&series=pds 2/4 8/23/22, 4:48 PM Precipitation Frequency Data Server 3lklrn 11 2Ir rN li 100lklm Ylkm kl0king ',119"'.wr:N:n 610 m otor dt 'tipkrllAL cps Large scale map Large scale aerial G reetey LdnAlront Boulder https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=39.9418&Ion=-105.8102&data=depth&units=english&series=pds 3/4 8/23/22, 4:48 PM Precipitation Frequency Data Server 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(a noaa.gov Disclaimer https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=39.9418&Ion=-105.8102&data=depth&units=english&series=pds 4/4 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG Percent Impervious Calculations �e racing psi n 10200 E. Girard Av Denver, CO 80231 ph. 303.632.8867 Total Historic Roof Paved Concrete 2% 90% 100% 90% Design Total Basin Weighted % Basin Id Point Area Area Area Area Area Impervious EX1 EX1 2.26 2.26 2.0% EX2 EX2 0.90 0.90 2.0% EX3 EX3 2.61 2.61 2.0% EX4 EX4 1.63 1.63 2.0% EX5 EX5 2.09 2.09 2.0% A-314 5/23/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG Runoff Coefficent (C) te racina psi n 10200 E. Girard Av Denver, CO 80231 ph. 303.632.8867 A-314 Runoff Coefficient calculations based on MHFD Volume 1: Chapter 6, Table 6-4 equations Basin Id Weighted % Impervious i Soil Type Soil Type Area Basin Area Runoff Coefficients, C Weighted Runoff 5 -Year 100 -Year 10 -Year 100 -Year EX1 2.0% 0.02 A B C/D 2.26 0.00 0.00 2.26 0.01 0.01 0.05 0.13 0.44 0.49 0.01 0.13 EX2 2.0% 0.02 A B C/D 0.90 0.00 0.00 0.90 0.01 0.01 0.05 0.13 0.44 0.49 0.01 0.13 EX3 2.0% 0.02 A B C/D 2.61 0.00 0.00 2.61 0.01 0.01 0.05 0.13 0.44 0.49 0.01 0.13 EX4 2.0% 0.02 A B C/D 1.63 0.00 0.00 1.63 0.01 0.01 0.05 0.13 0.44 0.49 0.01 0.13 EX5 2.0% 0.02 A B C/D 2.09 0.00 0.00 2.09 0.01 0.01 0.05 0.13 0.44 0.49 0.01 0.13 5/23/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG Time of Concentration Calculations (Tc) lrrt '. Le racino cosign i�2�o . c�rc�ra nee, n -3i4 ph 303 .6327 3 80'231 ph. 303 .886] Sub -Basin Data Initial or Overland Flow Time Channelized Flow Time Tc Check (Urbanized Basins) Total Basin Id Basin Elev Ti Elev NRCS Velocity Tt Comp. C(5) Length (ft) Change Slope (%) (min) Length (ft) Change Slope (%) Coeff. K (FPS) (min) T� Percent MHFD Eq. Final Tc Imperv. 6.5 (min) EX1 2.26 0.01 125 1 0.8 23.77 515 7 1.4 10.0 1.17 7.4 31.1 2.0% 33.6 31.1 EX2 0.90 0.01 55 1 1.8 12.03 918 10 1.1 10.0 1.04 14.7 26.7 2.0% 41.5 26.7 EX3 2.61 0.01 110 3 2.7 14.88 565 6 1.1 10.0 1.03 9.1 24.0 2.0% 35.5 24.0 EX4 1.63 0.01 140 3 2.1 18.18 386 5 1.3 10.0 1.14 5.7 23.8 2.0% 31.8 23.8 EX5 2.09 0.01 150 2 1.3 22.00 420 6 1.4 10.0 1.20 5.9 27.9 2.0% 32.0 27.9 5/23/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG t d e• racing resign 102017 . >'irarcY Ave1, A-374 ph C: CJ 80231 ph. 303.652.8567 Peak Runoff Rational Method (10 -Year Event) Rainfall Depth -Duration -Frequency (1 -hr) = 1.98 Design Point Basin Runoff Coeff Tc 1 Q Basin ID Area (Ac) (10 -Year) (min) C X A (in/hr) (cfs) EX1 EX1 2.26 0.01 31.1 0.02 3.04 0.05 EX2 EX2 0.90 0.01 26.7 0.01 3.33 0.02 EX3 EX3 2.61 0.01 24.0 0.02 3.53 0.06 EX4 EX4 1.63 0.01 23.8 0.01 3.54 0.04 EX5 EX5 2.09 0.01 27.9 0.01 3.24 0.05 5/23/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG t d e• racing resign 102017 . >'irarcY Ave1, A-374 ph C: CJ 80231 ph. 303.652.8567 Peak Runoff Rational Method (100 -Year Event) Rainfall Depth -Duration -Frequency (1 -hr) = 3.57 Design Point Basin Runoff Coeff Tc 1 Q Basin ID Area (Ac) (100 -Year) (min) C X A (in/hr) (cfs) EX1 EX1 2.26 0.13 31.1 0.28 5.48 1.56 EX2 EX2 0.90 0.13 26.7 0.11 6.00 0.68 EX3 EX3 2.61 0.13 24.0 0.33 6.36 2.09 EX4 EX4 1.63 0.13 23.8 0.21 6.39 1.31 EX5 EX5 2.09 0.13 27.9 0.26 5.85 1.54 5/23/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG Percent Impervious Calculations �e racing psi n 10200 E. Girard Av Denver, CO 80231 ph. 303.632.8867 Total Historic Roof Paved Concrete 2% 90% 100% 90% Design Total Basin Weighted % Basin Id Point Area Area Area Area Area Impervious Al Al 2.52 1.23 0.57 0.60 0.13 49.5% B1 B1 0.92 0.31 0.24 0.33 0.05 63.8% C1 C1 0.41 0.34 0.07 16.4% D1 D1 0.58 0.16 0.34 0.08 72.1% D2 D2 0.80 0.37 0.34 0.09 53.7% E1 E1 0.12 0.12 2.0% 051 051 1.74 1.74 2.0% A-314 9/29/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG Runoff Coefficent (C) te racina psi n 10200 E. Girard Av Denver, CO 80231 ph. 303.632.8867 A-314 Runoff Coefficient calculations based on MHFD Volume 1: Chapter 6, Table 6-4 equations Basin Id Weighted % Impervious i Soil Type Soil Type Area Basin Area Runoff Coefficients, C Weighted Runoff 5 -Year 100 -Year 10 -Year 100 -Year Al 49.5% 0.49 A B C/D 2.52 0.00 0.00 2.52 0.35 0.40 0.44 0.50 0.66 0.69 0.37 0.50 B1 63.8% 0.64 A B C/D 0.92 0.00 0.00 0.92 0.48 0.53 0.56 0.61 0.73 0.75 0.50 0.61 C1 16.4% 0.16 A B C/D 0.41 0.00 0.00 0.41 0.09 0.12 0.17 0.24 0.50 0.55 0.09 0.24 D1 72.1% 0.72 A B C/D 0.58 0.00 0.00 0.58 0.57 0.60 0.63 0.67 0.76 0.78 0.58 0.67 D2 53.7% 0.54 A B C/D 0.80 0.00 0.00 0.80 0.39 0.44 0.48 0.53 0.68 0.70 0.40 0.53 El 2.0% 0.02 A B C/D 0.12 0.00 0.00 0.12 0.01 0.01 0.05 0.13 0.44 0.49 0.01 0.13 0S1 2.0% 0.02 A B C/D 1.74 0.00 0.00 1.74 0.01 0.01 0.05 0.13 0.44 0.49 0.01 0.13 9/29/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG Time of Concentration Calculations (Tc) lrrt '. Le racino cosign i�2�o . c�rc�ra nee, n -3i4 ph 303 .6327 3 &0231 ph. 303 .886] Sub -Basin Data Initial or Overland Flow Time Channelized Flow Time Tc Check (Urbanized Basins) Total Basin Id Basin Elev Ti Elev NRCS Velocity Tt Comp. C(5) Length (ft) Change Slope (%) (min) Length (ft) Change Slope (%) Coeff. K (FPS) (min) T� Percent MHFD Eq. Final Tc Imperv. 6.5 (min) Al 2.52 0.35 75 3 4.0 7.42 500 10 2.0 20.0 2.83 2.9 10.4 49.5% 21.3 10.4 B1 0.92 0.48 84 3 3.6 6.69 400 16 4.0 20.0 4.00 1.7 8.4 63.8% 17.0 8.4 C1 0.41 0.09 250 4 1.6 24.80 350 3 0.9 20.0 1.85 3.2 28.0 16.4% 28.8 28.0 01 0.58 0.57 8 1 7.0 1.43 851 10 1.2 20.0 2.21 6.4 7.9 72.1% 20.5 7.9 D2 0.80 0.39 8 1 13.5 1.54 856 10 1.2 20.0 2.19 6.5 8.1 53.7% 24.8 8.1 E1 0.12 0.01 94 2 1.6 16.42 1 0 2.0 20.0 2.83 0.0 16.4 2.0% 25.7 16.4 051 1.74 0.01 177 1 0.8 28.40 425 4 0.9 20.0 1.94 3.7 32.0 2.0% 33.5 32.0 9/29/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG t d e• racing resign 102017 . >'irarcY Ave1, A-374 ph C: CJ 80231 ph. 303.652.8567 Peak Runoff Rational Method (10 -Year Event) Rainfall Depth -Duration -Frequency (24 -hr) = 1.94 Design Point Basin Runoff Coeff Tc 1 Q Basin ID Area (Ac) (10 -Year) (min) C X A (in/hr) (cfs) Al Al 2.52 0.37 10.4 0.92 5.17 4.76 B1 B1 0.92 0.50 8.4 0.46 5.61 2.58 C1 C1 0.41 0.09 28.0 0.04 3.17 0.12 D1 D1 0.58 0.58 7.9 0.34 5.74 1.93 D2 D2 0.80 0.40 8.1 0.32 5.69 1.84 El El 0.12 0.01 16.4 0.00 4.22 0.00 OS1 OS1 1.74 0.01 32.0 0.01 2.93 0.04 9/29/2022 Project Name: Condos at Elk Creek - PA 4W.1 Prepared By: MG t d e• racing resign 102017 . >'irarcY Ave1, A-374 ph C: CJ 80231 ph. 303.652.8567 Peak Runoff Rational Method (100 -Year Event) Rainfall Depth -Duration -Frequency (24 -hr) = 3.54 Design Point Basin Runoff Coeff Tc 1 Q Basin ID Area (Ac) (100 -Year) (min) C X A (in/hr) (cfs) Al Al 2.52 0.50 10.4 1.25 9.44 11.78 B1 B1 0.92 0.61 8.4 0.56 10.25 5.73 C1 Cl 0.41 0.24 28.0 0.10 5.79 0.57 D1 D1 0.58 0.67 7.9 0.39 10.47 4.08 D2 D2 0.80 0.53 8.1 0.42 10.38 4.40 El El 0.12 0.13 16.4 0.01 7.69 0.11 0S1 OS1 1.74 0.13 32.0 0.22 5.34 1.17 9/29/2022 APPENDIX C HYDRAULIC CALCULATIONS INLET CALCULATIONS SOUTH LOOP ROAD CAPACITY BASIN A I WEST SWALE CAPACITY STORMCAD MAP STORMCAD OUTPUT TABLES TEMPORARY SEDIMENT POND RIP RAP CALCULATION EXISTING PIPE EXTENSION RIP RAP CAPCULATIONS terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 JOHNS DRIVE TYPE C INLET CALCULATIONS E C MEDIAN INLET CAPACITY - f or single g rave ins to l la t ions r two grate installatio ns multiply si ngl e g rat e discharge by 1.8 r three g rat e install ations m ultiply single g rate discharge by 2.5 ditional capacity reduction is necessary where heavy debris exists - 3 USE (based. reduction debris) FOR on DESIGN 20y. for CAPA( pref �� (no debris IA 7A 9A /.A CA Et CAPACITY (cfs) ITY ent) Type C Inlet Capacity 0. 35' of Depth = 5. 63 cfs Channel Report Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Sep 28 2022 Johns Drive Street Capacity - Half User -defined Highlighted Invert Elev (ft) = 0.65 Depth (ft) = 0.35 Slope (%) = 1.92 Q (cfs) = 8.633 N -Value = Composite Area (sqft) = 2.65 Velocity (ft/s) = 3.26 Calculations Wetted Perim (ft) = 21.87 Compute by: Q vs Depth Crit Depth, Yc (ft) = 0.41 No. Increments = 20 Top Width (ft) = 21.85 EGL (ft) = 0.51 (Sta, El, n)-(Sta, El, n)... ( 0.00, 1.00)-(9.00, 0.82, 0.016)-(11.00, 0.65, 0.013)-(13.00, 0.82, 0.013)-(22.00, 1.00, 0.016)-(25.00, 1.06, 0.016) Elev (ft) Section Depth (ft) 2.00 1.50 1.00 0.50 0.00 5 10 15 20 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -5 0 25 30 1.35 0.85 0.35 - 0.15 - 0.65 Sta (ft) SUMP TYPE C INLET FOR ELK CREEK CONDOS POND 3 E C MEDIAN INLET CAPACITY - f or single g rave installations - for two grate installations multiply si ngl e g rat e discharge by 1.8 -for three g rat e install ations m ultiply single g rate discharge by 2.5 - additional capacity reduction is necessary where heavy debris exists (based on reduction debris) 20 30 CAPACITY (cfs) e C Inlet Capacity 2. 0' of Depth = 38.27 cfs - • CAPACITY debris present) 50 60 Channel Report Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Monday, May 23 2022 South Loop Road Capacity User -defined Highlighted Invert Elev (ft) = 99.61 Depth (ft) = 0.35 Slope (%) = 2.00 Q (cfs) = 7.957 N -Value = Composite Area (sqft) = 2.17 Velocity (ft/s) = 3.67 Calculations Wetted Perim (ft) = 20.13 Compute by: Q vs Depth Crit Depth, Yc (ft) = 0.39 No. Increments = 20 Top Width (ft) = 20.10 EGL (ft) = 0.56 (Sta, El, n)-(Sta, El, n)... ( 0.00, 100.00)-(11.00, 99.78, 0.013)-(12.00, 99.61, 0.013)-(13.00, 99.78, 0.013)-(24.00, 100.00, 0.013) Elev (ft) 101.00 100.50 100.00 99.50 99.00 Section 11111111111 5 10 15 20 -5 0 25 30 Depth (ft) 1.39 0.89 0.39 - 0.11 - 0.61 Sta (ft) Channel Report Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Monday, May 23 2022 Basin Al - West Swale Triangular Highlighted Side Slopes (z:1) = 4.00, 4.00 Depth (ft) Total Depth (ft) = 1.00 Q (cfs) Area (sqft) Invert Elev (ft) = 7000.00 Velocity (ft/s) Slope (%) = 2.00 Wetted Perim (ft) N -Value = 0.030 Crit Depth, Yc (ft) Top Width (ft) Calculations EGL (ft) Compute by: Q vs Depth No. Increments = 20 Elev (ft) 7002.00 7001.50 7001.00 7000.50 7000.00 6999.50 Section = 0.75 = 8.030 = 2.25 = 3.57 = 6.18 = 0.76 = 6.00 = 0.95 0 1 2 3 4 5 Reach (ft) 6 7 8 9 10 Depth (ft) 2.00 1.50 1.00 0.50 0.00 -0.50 3110120231.38 PM X115-003 METER LOT 2 -GRAND PARK1CADIPLANS\SOUTH-RRELIM MART COS1DRAIANGE\STORMGAD M AP. DWG t err acin a d essi9nph M ar ch 10, 2023 G AND PRAK 4W. 1 STO RMCAD MAP 0 40' 80' STORMCAD OUTPUT TABLES Grand Park 4W.1 - 10 Year Storm Event Grand Park 4W.1 StormCAD.stsw 3/10/2023 Bentley Systems, Inc. Haestad Methods Solution Center 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 1 of 6 STORMCAD OUTPUT TABLES Grand Park 4W.1 - 10 Year Storm Event Conduit Table - Time: 0.00 hours Label Start Node Stop Node Invert (Start) (ft) Invert (Stop) (ft) Slope (%) Dia. (in) n Value Flow (cfs) Velocity (ft/s) HGL (In) (ft) HGL (Out) (ft) Capacity (Full Flow) (cfs) P-7 SD MH-4 OUTF-B 8,589.71 8,588.41 0.75 30.0 0.013 3.20 4.50 8,590.30 8,589.18 35.61 P-9 INLET -4 OUTF-B 8,590.15 8,589.16 2.23 15.0 0.013 0.10 2.56 8,590.27 8,589.25 9.66 P-11 INLET -3 OUTF-A 8,588.53 8,587.11 1.50 15.0 0.013 0.10 2.22 8,588.65 8,587.36 7.90 P-12 OUTF-B OUTF-A 8,588.21 8,586.52 0.73 30.0 0.013 3.30 4.48 8,588.81 8,587.36 34.94 P-13 OUTF-A SD MH-3 8,586.38 8,586.09 0.53 30.0 0.013 3.40 4.03 8,586.99 8,586.66 29.80 P-13 (1) SD MH-3 SD MH-2 8,585.89 8,585.45 0.50 30.0 0.013 3.40 3.97 8,586.50 8,586.03 29.10 P-13 (1) SD MH-2 FES-1 8,585.25 8,585.02 0.50 30.0 0.013 3.40 3.96 8,585.86 8,585.60 28.99 (1) P-14 (1) INLET -2 INLET -1 8,581.69 8,581.55 0.50 18.0 0.013 1.93 3.53 8,582.21 8,582.07 7.43 P-14 (1) INLET -1 SD MH-1 8,581.35 8,581.28 0.52 18.0 0.013 1.81 3.53 8,581.86 8,581.83 7.61 (1) P-15 SD MH-1 FES-2 8,581.08 8,579.60 0.71 18.0 0.013 1.81 3.94 8,581.59 8,580.06 8.85 P-33 0-1 MH-1 8,580.01 8,580.11 -0.56 10.0 0.013 0.10 1.66 8,580.25 8,580.15 1.64 P-34 MH-1 MH-2 8,580.11 8,580.85 -0.54 10.0 0.013 0.10 1.64 8,580.99 8,580.28 1.61 Grand Park 4W.1 StormCAD.stsw 3/10/2023 Bentley Systems, Inc. Haestad Methods Solution Center 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 2 of 6 STORMCAD OUTPUT TABLES Grand Park 4W.1 - 10 Year Storm Event Manhole Table - Time: 0.00 hours Label Headloss (ft) Elevation (Ground) (ft) Elevation (Rim) (ft) Elevation (Invert in 1) (ft) Flow (cfs) Depth (Out) (ft) Headloss Method Hydraulic Grade Line (In) (ft) Hydraulic Grade Line (Out) (ft) SD MH-4 0.37 8,594.45 8,594.45 8,589.71 3.20 0.59 Standard 8,590.66 8,590.30 SD MH-3 0.02 8,590.45 8,590.45 8,586.09 3.40 0.61 Standard 8,586.52 8,586.50 SD MH-2 0.02 8,589.07 8,589.07 8,585.45 3.40 0.81 Standard 8,585.88 8,585.86 SD MH-1 0.24 8,586.20 8,586.20 8,581.28 1.81 0.51 Standard 8,581.83 8,581.59 OUTF-B 0.37 8,593.05 8,593.05 8,588.41 3.30 0.60 Standard 8,589.18 8,588.81 OUTF-A 0.38 8,591.22 8,591.22 8,586.52 3.40 0.61 Standard 8,587.36 8,586.99 MH-4 Pond 3 0.01 8,594.00 8,594.00 (N/A) 1.10 0.44 Standard 8,591.87 8,591.86 Outfall MH-2 0.00 8,580.56 8,582.58 (N/A) 0.10 0.14 Standard 8,580.99 8,580.99 MH-1 0.03 8,580.94 8,580.94 8,580.11 0.10 0.14 Standard 8,580.28 8,580.25 INLET -4 0.00 8,593.00 8,593.00 (N/A) 0.10 0.36 Standard 8,590.27 8,590.27 INLET -3 0.00 8,591.51 8,591.51 (N/A) 0.10 0.28 Standard 8,588.65 8,588.65 INLET -2 0.01 8,585.29 8,585.29 (N/A) 1.93 0.52 Standard 8,582.22 8,582.21 INLET -1 0.01 8,585.29 8,585.29 8,581.55 1.81 0.65 Standard 8,581.87 8,581.86 EX MH POA B 0.01 8,596.93 8,596.93 (N/A) 2.10 0.46 Standard 8,591.39 8,591.38 Grand Park 4W.1 StormCAD.stsw 3/10/2023 Bentley Systems, Inc. Haestad Methods Solution Center 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 3 of 6 STORMCAD OUTPUT TABLES Grand Park 4W.1 - 100 Year Storm Event Grand Park 4W.1 StormCAD.stsw 3/10/2023 Bentley Systems, Inc. Haestad Methods Solution Center 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 4 of 6 STORMCAD OUTPUT TABLES Grand Park 4W.1 - 100 Year Storm Event Conduit Table - Time: 0.00 hours Label Start Node Stop Node Invert (Start) (ft) Invert (Stop) (ft) Slope (%) Dia. (in) n Value Flow (cfs) Velocity (ft/s) HGL (In) (ft) HGL (Out) (ft) Capacity (Full Flow) (cfs) P-7 SD MH-4 OUTF-B 8,589.71 8,588.41 0.75 30.0 0.013 14.20 6.85 8,590.98 8,590.74 35.61 P-9 INLET -4 OUTF-B 8,590.15 8,589.16 2.23 15.0 0.013 4.40 7.69 8,591.00 8,590.74 9.66 P-11 INLET -3 OUTF-A 8,588.53 8,587.11 1.50 15.0 0.013 4.70 3.83 8,589.79 8,589.28 7.90 P-12 OUTF-B OUTF-A 8,588.21 8,586.52 0.73 30.0 0.013 18.60 7.23 8,589.67 8,589.28 34.94 P-13 OUTF-A SD MH-3 8,586.38 8,586.09 0.53 30.0 0.013 23.30 6.72 8,588.04 8,587.73 29.80 P-13 (1) SD MH-3 SD MH-2 8,585.89 8,585.45 0.50 30.0 0.013 23.30 6.59 8,587.58 8,587.09 29.10 P-13 (1) SD MH-2 FES-1 8,585.25 8,585.02 0.50 30.0 0.013 23.30 6.57 8,586.95 8,586.66 28.99 (1) P-14 (1) INLET -2 INLET -1 8,581.69 8,581.55 0.50 18.0 0.013 4.08 4.30 8,582.48 8,582.35 7.43 P-14 (1) INLET -1 SD MH-1 8,581.35 8,581.28 0.52 18.0 0.013 4.47 4.48 8,582.34 8,582.32 7.61 (1) P-15 SD MH-1 FES-2 8,581.08 8,579.60 0.71 18.0 0.013 4.47 5.02 8,581.89 8,580.35 8.85 P-33 0-1 MH-1 8,580.01 8,580.11 -0.56 10.0 0.013 1.00 3.15 8,580.58 8,580.45 1.64 P-34 MH-1 MH-2 8,580.11 8,580.85 -0.54 10.0 0.013 1.00 3.11 8,581.33 8,580.68 1.61 Grand Park 4W.1 StormCAD.stsw 3/10/2023 Bentley Systems, Inc. Haestad Methods Solution Center 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 5 of 6 STORMCAD OUTPUT TABLES Grand Park 4W.1 - 100 Year Storm Event Manhole Table - Time: 0.00 hours Label Headloss (ft) Elevation (Ground) (ft) Elevation (Rim) (ft) Elevation (Invert in 1) (ft) Flow (cfs) Depth (Out) (ft) Headloss Method Hydraulic Grade Line (In) (ft) Hydraulic Grade Line (Out) (ft) SD MH-4 0.89 8,594.45 8,594.45 8,589.71 14.20 1.27 Standard 8,591.87 8,590.98 SD MH-3 0.07 8,590.45 8,590.45 8,586.09 23.30 1.69 Standard 8,587.65 8,587.58 SD MH-2 0.07 8,589.07 8,589.07 8,585.45 23.30 1.90 Standard 8,587.01 8,586.95 SD MH-1 0.43 8,586.20 8,586.20 8,581.28 4.47 0.81 Standard 8,582.32 8,581.89 OUTF-B 1.07 8,593.05 8,593.05 8,588.41 18.60 1.46 Standard 8,590.74 8,589.67 OUTF-A 1.24 8,591.22 8,591.22 8,586.52 23.30 1.66 Standard 8,589.28 8,588.04 MH-4 Pond 3 0.01 8,594.00 8,594.00 (N/A) 4.30 0.97 Standard 8,592.41 8,592.39 Outfall MH-2 0.01 8,580.56 8,582.58 (N/A) 1.00 0.47 Standard 8,581.33 8,581.33 MH-1 0.10 8,580.94 8,580.94 8,580.11 1.00 0.47 Standard 8,580.68 8,580.58 INLET -4 0.02 8,593.00 8,593.00 (N/A) 4.40 1.09 Standard 8,591.02 8,591.00 INLET -3 0.01 8,591.51 8,591.51 (N/A) 4.70 1.42 Standard 8,589.80 8,589.79 INLET -2 0.01 8,585.29 8,585.29 (N/A) 4.08 0.79 Standard 8,582.50 8,582.48 INLET -1 0.01 8,585.29 8,585.29 8,581.55 4.47 1.13 Standard 8,582.35 8,582.34 EX MH POA B 0.01 8,596.93 8,596.93 (N/A) 9.90 1.17 Standard 8,592.11 8,592.09 Grand Park 4W.1 StormCAD.stsw 3/10/2023 Bentley Systems, Inc. Haestad Methods Solution Center 76 Watertown Road, Suite 2D Thomaston, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 6 of 6 Profile Report E ngi neering Profile - EX ST ORM PIPE EXTENSION (Grand Park 4W .1 StormCAD.st sw) 8.60000 ---- 8 595 00 --- - 859) )) 8,585.00 ---- 8 560 00 ---- --- - -0+50 Ex-MH-PO A 9 Rim: 8,596.93 ft Inve rt: 8,590. 93 R 5D MH 0 Rlm:_8,594.95 ft 5D MH Invest 8,589 .95 ft 84+ 8.i9.50 .48 .4577 Inv ert11 -0 (2111'): 65. 4 (t a@ 0.37 % 0104-39.0in RCP F3 172�P 3.75 % O+ 00 0+ 50 1+ 00 1+50 2+ 00 2+50 3+00 3+ 50 4 +50 5+00 5 +50 6 +00 6+50 7+00 7 +50 8 +00 4 +00 Station (ft) I nv ert 8,988 .21 ft - --- ---- O UTF-A Rio, 8,591.22 ft Inv ert: 8,586.38 ft -13 58.91160 053= RCP SD MH-3 Rlm: 8,590.45 Et Invert: 8.585 .89 ft 87RCP .47'@059% SD MH-2 Rim: 8 ,589 .07 In008; 8,585.05 ft FES-1 69m: 8,587.91 1) 1110*0: 8,584.96 ft 3+50 StormCAD Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center [10.03.04.53] 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 Page 1 of 1 Profile Report Engi ne eri ng Profile - POND A OUTFALL (Gra nd Park 4W.1 StormCAD. stsw) Elevation (ft) 8,595.00 8,590. 00 8,585. 00 INLET -3 Rim: 8,591.51 ft Invert: 8,588 .37 ft P_11 . 94 Cift x•50 rcle _ 5 O 1n RCP -0+ 50 0+ 00 Station (ft) 0 +50 1+00 OUTF-A Rim: 8,591 .22 ft Invert: 8,586.38 ft Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 1 of 1 Profile Report Engi ne eri ng Profile - POND B OUTFALL (Gra nd Park 4W.1 StormCAD. stsw) INLET -4 OUTF-B — Rim: 8,593 .00 ft Rim: 8,593.05 ft 8,595 .00 Invert: 8,589.91 ft Invert: 8,588.21 ft Elevation (ft) 8,590.00 8,585.00 P-9:44 .3 Circle 223 5.pinRCPo -0+50 0+00 0 +50 Station (ft) Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 1 of 1 Profile Report Engineeri ng Pr ofile - PIPE RUN - D (Gra nd Park 4W.1 St ormCAD. stsw) Elevation (ft) 8,590. 00 8,585. 00 8,580. 00 8,575.00 -0+50 INLET -2 Rim: 8,585 .29 ft Invert: 8,581 .69 ft INLET -1 Rim: 8,585.29 ft Invert: 8,581 .21 ft SD MH-1 Rim: 8,586 .20 ft Invert: 8,581 .08 ft P-14(1):28.0ft@0.50% Circle -18. 0 in _RCP P-14(1)(1)13.3_tn Circle - _18.0 in RCP P-15 : 208 .4 ft Circle_ @0 .71 ° �° 18,0 in RCP Station (ft) 0+ 00 0+50 1+00 1+50 2+00 2 +50 FES-2 Rim: 8,581 .94 ft Invert: 8,579 .60 ft Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 1 of 1 Profile Report E ngi neering Profile - TEMP SED POND OUTFALL (Grand Park 4W.1 StormCAD.stsw) Elevation (ft) 8,585.00 8,580.00 8,575.00 0+00 0+50 1+00 1 +50 -0+50 MH-2 MH-1 Rim: 8,582.58 ft Rim: 8,580.94 ft Invert: 8,580.85 ft Invert: 8,580 11 ft Station (ft) 0-1 Rim: 8,580 .51 ft_ Invert: 8,580 .01 ft 2+00 Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 1 of 1 Elevation (ft) Profile Report E ngineering Profile - POND 3 OUTFALL (Grand Park 4W.1 StormCAD .st sw) SD MH-5 Rim: 8,594 .95 ft Invert: 8,589.95 ft 8,595 .00 8,590. 00 8,585.00 MH-4 Pond 3 Outfall —Rim: 8,594.00 ft Invert: 8,591.42 ft P-1: 47.8 ft @ 0 .50 % Circle - 15 1 in Concrete -0+ 50 0+00 0 +50 1+00 Station (ft) StormCAD Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center [10.03.04.53] 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 Page 1 of 1 Profile Report E ngi neering Profile - EX ST ORM PIPE EXTENSION (Grand Park 4W .1 StormCAD.st sw) 8.60000 ---- 8 595 00 --- - 8, 590.00 8,585.00 ---- 8 560 00 ---- --- - -0+50 Ex-MH-PO A 9 Rim: 8,596.93 ft Inve rt: 8,590. 93 R P-6: Circle• 30.0 in RCP 5D MH 0 Rm:_8,594.95 ft 5D MH L Invest 8,589 .95 ft Rim: 8,594 .45 ft Inv ert: 8.589 .71 11 O+ 00 0+ 50 1+ 00 1+50 2+ 00 2+50 3+00 3+ 50 4 +50 5+00 5 +50 6 +00 6+50 7+00 7 +50 8 +00 4 +00 Station (ft) I nv ert 8,988 .21 ft - --- ---- 58.90©0 0. SD MH-3 Rlm: 8,590.45 ft Invert: 8.585 .89 ft P-13 (1): 87 .4)t @ 0.50% SD MH-2 Rim: 8 ,589 .07 ft Invert: 8,585.05 ft FES-1 8m: 8,587.91 ft Invert. 8,584.96 ft P 13)1)(1): 48.9 3+50 StormCAD Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center [10.03.04.53] 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 Page 1 of 1 Profile Report Engi ne eri ng Profile - POND A OUTFALL (Gra nd Park 4W.1 StormCAD. stsw) Elevation (ft) 8,595.00 8,590. 00 8,585. 00 INLET -3 Rim: 8,591.51 ft Invert: 8,588 .37 ft P-11 :94 .9 Circle _ 5 ft 1.50 O 1n RCP -0+ 50 0+ 00 Station (ft) 0 +50 1+00 OUTF-A Rim: 8,591 .22 ft Invert: 8,586.38 ft Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 1 of 1 Profile Report Engi ne eri ng Profile - POND B OUTFALL (Gra nd Park 4W.1 StormCAD. stsw) INLET -4 OUTF-B — Rim: 8,593 .00 ft Rim: 8,593.05 ft 8,595 .00 Invert: 8,589.91 ft Invert: 8,588.21 ft Elevation (ft) 8,590.00 8,585.00 0+00 -0+50 Station (ft) 0 +50 Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 1 of 1 Profile Report Engineeri ng Pr ofile - PIPE RUN - D (Gra nd Park 4W.1 St ormCAD. stsw) Elevation (ft) 8,590. 00 8,585. 00 8,580. 00 8,575.00 INLET -2 Rim: 8,585 .29 ft Invert: 8,581 .69 ft INLET -1 Rim: 8,585.29 ft Invert: 8,581 .21 ft SD MH-1 Rim: 8,586 .20 ft Invert: 8,581 .08 ft P-14(1):28.0ft@0.50% Circle - 18. 0 in RCP P-14 (1) (1) 1331 n Circle - _18.0 in RCP P-15 : 208 .4 ft Circle_ @0 .71 ° �° 18,0 in RCP -0+50 0+ 00 0+50 1+00 1+50 2+00 2 +50 Station (ft) Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 FES-2 Rim: 8,581 .94 ft Invert: 8,579 .60 ft StormCAD [10.03.04.53] Page 1 of 1 Profile Report E ngi neering Profile - TEMP SED POND OUTFALL (Grand Park 4W.1 StormCAD.stsw) Elevation (ft) 8,585.00 8,580.00 8,575.00 0+00 0+50 1+00 1 +50 -0+50 MH-2 MH-1 Rim: 8,582.58 ft Rim: 8,580.94 ft Invert: 8,580.85 ft Invert: 8,580 11 ft Station (ft) 0-1 Rim: 8,580 .51 ft_ Invert: 8,580 .01 ft 2+00 Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 StormCAD [10.03.04.53] Page 1 of 1 Elevation (ft) Profile Report E ngineering Profile - POND 3 OUTFALL (Grand Park 4W.1 StormCAD .st sw) SD MH-5 Rim: 8,594 .95 ft Invert: 8,589.95 ft 8,595 .00 8,590. 00 8,585.00 MH-4 Pond 3 Outfall —Rim: 8,594.00 ft Invert: 8,591.42 ft P-1: 47.8 ft @ 0 .50 % Circle - 15 1 in Concrete -0+ 50 0+00 0 +50 1+00 Station (ft) StormCAD Grand Park 4W. 1 Sto rmCA D.stsw Bentley Systems, Inc. Haesta d M etho ds So lutio n Center [10.03.04.53] 3/10/2023 76 Watertown Road, Suite 2D Tho masto n, CT 06787 USA +1-203-755-1666 Page 1 of 1 Rip Rap Calculations - Temporary Sediment Pond Inflow Step 1: If there is a tailwater elevation, then we need to calculate if Yt <_ D/3 Yt = 0 D (in)= 18 D (ft) = 1.5 D/3 = 0.50 Step 2: If Yt is less than D/3, calculate if Q/D^2.5 <_ 6 0= D"2.5= Q/D"2.5= Y_t/D = 4.47 2.76 1.62 0 Step 3: If Q/D^2.5 is less than or equal to 6, use the graph Al to calculate the size of rip rap by calculating Q/D"1.5 and YID. If Yt, is 0 or unknown, use 0.40 for the graph. D^1.5 = Q/D"1.5= 1.84 2.43 Step 4: Determining the length of riprap protection Lp Q/D"2.5= 1.62 Yt = 0.6 Yt/D= 0.4 1/2tan0= 6.5 Use Graph A2 to determine value V= 18 At= 0.25 W= 1.5 Lp= -7.06 Lp Min = 5 Lp Max= 15 If Lp is less than Lp Min or greater than Lp Max, use Lp below Lp= 5 2 tan Where. L,N 44' width of the conduit (i't, u�sa de�unetaer 1 ta4hvatcr depth (ft) the ext+ausion angle of'the culvert flow and: itnr c•:onduit Where: {7 tt design discharge (cfs) L' = the a.1Nowabl'e non -eroding velocity in the dowaslreaun cl A, .-, required area of flow at allowable velocity (Pte) Step 5: Determining the width of riprap protection T 0= 0.0767719 Lp= 5 W= 1.5 T= tJ' -aaoo {O.xptn,nsiralo0 ctala° Where: Expansion. B determined using Ftgu,l'e 9-35 or 9-36 T is td°f vt s 41041111 11 usin 0+ + IF he folIO Vlltg niott;: Equation 9-13 ti ,tn 9-14 Yf/'D Use Da instead' of D whenever flow is supercritical in the bf rrel. **Use Type L for a distance of 3D downstream.. Graph Al e = Eapension Angle 4 z Graph A2 z .1 .2 .3 .4 .5 .6 .7 TAILWATER DEPTH/CONDUIT HEIGHT, Yt/D Figure 9.35. Expansion factor for circular conduits 1 .2 .9 .4 .5 .G .7 TAILWATER DEPTH/ CONDUIT HEIGHT -Yt/H Figure 9-36. l xlaaiasiam etangnlar conduits Rip Rap Calculations - Temporary Sediment Pond Outfall Step 1: If there is a tailwater elevation, then we need to calculate if Yt <_ D/3 Yt = 0 D (in)= 6 D (ft) = 0.5 D/3 = 0.17 Step 2: If Yt is less than D/3, calculate if Q/D"2.5 <_ 6 Q= D"2.5= Q/D"2.5= Y_t/D = 1 0.18 5.66 0. Step 3: If Q/D"2.5 is less than or equal to 6, use the graph Al to calculate the size of rip rap by calculating Q/D"1.5 and Yt/D. If Yt, is 0 or unknown, use 0.40 for the graph. D"1.5 = Q/D"1.5= 0.35 2.83 Step 4: Determining the length of riprap protection Lp Q/D"2.5= 5.66 Yt = 0.2 Yt/D= 0.4 1/2tan0= 2 Use Graph A2 to determine value V= 18 At= 0.06 W= 0.5 Lp= -0.44 Lp Min = 2 Lp Max= 5 If Lp is less than Lp Min or greater than Lp Max, use Lp below Lp= 2 where: W width of the conduit (1), t se doatnnaaer'I tauhvater depth (ft) tJ= the expansion angle attic cnnlvern 4low and: c rc:tl taAr cronci h, Where: Q design discharge (et"x) Y the allowable non -eroding velocity in the do w,ets¢rea rrt charr AP " required area of flow at allowable velocity (fta) Step 5: Determining the width of riprap protection T Where: 0= 0.2449787 Lp= 2 W= 0.5 T= 1l {0'.xpan urato0 cli t Expansion. B^gtctcnt -- determined using, .Figure 9-35 or 9-36 T is td°tcvt s taV ttl; 11 usin 0+ IF he folio viirig ttgutian;: F4luatiotn 9-13 ti ,,n 9-14 1.0 Yf/'D Use Da instead' of D whenever flow is supercritical in the barrel. **Use Type L for a distance of 3D downstream.. Graph Al e = Eapension Angle z Graph A2 6 5 4 7 0 .1 .2 .3 .4 .5 .6 .7 TAILWATER DEPTH/ CDNDUIT HEIGHT, Yt/D Figure 9-35. Expansion factor for circular conduits Rip Rap Calculations - Existing 30" Pipe Extension Step 1: If there is a tailwater elevation, then we need to calculate if Yt <_ D/3 Yt = 0 D (in)= 30 D (ft) = 2.5 D/3 = 0.83 Step 2: If Yt is less than D/3, calculate if Q/D"2.5 <_ 6 Q= D"2.5= Q/D"2.5= Y_t/D = 23.3 9.88 2.36 0. Step 3: If Q/D"2.5 is less than or equal to 6, use the graph Al to calculate the size of rip rap by calculating Q/D"1.5 and Yt/D. If Yt, is 0 or unknown, use 0.40 for the graph. D"1.5 = Q/D"1.5= 3.95 5.89 Step 4: Determining the length of riprap protection Lp Q/D"2.5= 2.36 Yt = 1 Yt/D= 0.4 1/2tan0= 5 Use Graph A2 to determine value V= 18 At= 1.29 W= 2.5 Lp= -6.03 Lp Min = 8 Lp Max= 25 If Lp is less than Lp Min or greater than Lp Max, use Lp below Lp= where: W width of the conduit (1), t se doatnnaaer'I tauhvater depth (ft) tJ= the expansion angle attic cnnlvern 4low and: c rc:tl taAr cronci h, Where: Q design discharge (et"x) Y the allowable non -eroding velocity in the do w,ets¢rea rrt charr AP " required area of flow at allowable velocity (fta) Step 5: Determining the width of riprap protection T 0= 0.0996687 Lp= 8 W= 2.5 T= 4 tJ' - aato 2(Expan urato0 cli t Where: Expansion. B^gtctcnt -- determined using, .Figure 9-35 or 9-36 T is td°tcvt s taV ttl; 11 usin 0+ IF he folio viirig ttgutian;: F4luatiotn 9-13 ti ,,n 9-14 Yf/'D Use Da instead' of D whenever flow is supercritical in the barrel. **Use Type L for a distance of 3D downstream.. Graph Al e = Eapension Angle z Graph A2 6 5 4 7 0 .1 .2 .3 .4 .5 .6 .7 TAILWATER DEPTH/ CDNDUIT HEIGHT, Yt/D Figure 9.35. Expansion factor for circular conduits Channel Report Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Nov 16 2022 Temporary Diversion Ditch Trapezoidal Highlighted Bottom Width (ft) = 2.00 Depth (ft) Side Slopes (z:1) = 4.00, 4.00 Q (cfs) Total Depth (ft) = 1.00 Area (sqft) Invert Elev (ft) = 5000.00 Velocity (ft/s) Slope (%) = 2.00 Wetted Perim (ft) N -Value = 0.030 Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Calculations Compute by: Known Q (cfs) Known Q = 1.17 = 0.21 = 1.170 = 0.60 = 1.96 = 3.73 = 0.20 = 3.68 = 0.27 Elev (ft) Section Depth (ft) 5002.00 5001.50 5001.00 5000.50 5000.00 4999.50 111111111111111111111111111111111111 6 0 1 2 3 4 5 7 8 9 10 11 12 2.00 1.50 1.00 0.50 0.00 -0.50 Reach (ft) APPENDIX D POND CALCULATIONS POND CALCULATIONS FOREBAY CALCULATIONS EMERGENCY SPILLWAY RIPRAP CALCULATIONS terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 DETENTION BASIN STAGE -STORAGE TABLE BUILDER MHFD-Detention, Version 4.06 (July2022) Project: Condos M Elk Creek - PA 4W.1 Basin ID: Pond A OFtn V041. Example Zone Configuration (Retention Pond) Watershed Information Selected BHP Type = Watershed Area = Watershed Length = Watershed Length to Centroid = Watershed Slope = Watershed Imperviousness = Percentage Hydrologic Soil Group A = Percentage Hydrologic Soil Group B = Percentage Hydrologic Soil Groups C/D = Target WQCV Drain Time = Location for 1 -hr Rainfall Depths = User Input EDB 2.52 700 400 0.020 49.50% 100.0% 0.0% 0.0% 40.0 acres ft ft ft/ft percent percent percent percent hours After providing required inputs above Inc mane :I. -hour ainft depths, dick `Run COOP to generate runoff hydrograph u„ 560 embedded Colorado (Urban Hydrograph Procedure.Il Water Quality Capture Volume (WQCV) = Excess Urban Runoff Volume (EURV) = 2-yr Runoff Volume (P1 = 1.35 in.) = 5-yr Runoff Volume (P1 = 1.63 in.) = 10-yr Runoff Volume (P1 = 1.94 in.) = 25-yr Runoff Volume (P1 = 2.48 in.) = 50-yr Runoff Volume (P1 = 2.97 in.) = 100-yr Runoff Volume (P1 = 3.54 in.) = 500-yr Runoff Volume (P1 = 5.18 in.) = Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume = Approximate 50-yr Detention Volume = Approximate 100-yr Detention Volume = Define Zones and Basin Geometry Zone 1 Volume (WQCV) _ Zone 2 Volume (EURV - Zone 1) _ Zone 3 Volume (100 -year - Zones 1 & 2) _ Total Detention Basin Volume = Initial Surcharge Volume (ISV) _ Initial Surcharge Depth (ISD) _ Total Available Detention Depth (H,o,a( = Depth of Trickle Channel (H00) _ Slope of Trickle Channel (S)o) = Slopes of Main Basin Sides )S,,,,,( = Basin Length -to -Width Ratio (R070( = Initial Surcharge Area (As,) = Surcharge Volume Length (L)s,) = Surcharge Volume Width (W)k0) = Depth of Basin Floor (Hrm05) = Length of Basin Floor (Lpmos) = Width of Basin Floor (Wnn05) = Area of Basin Floor (Armor) = Volume of Basin Floor (Vrroor) = Depth of Main Basin (Hmaw) = Length of Main Basin (Loma) = Width of Main Basin (Wmara) = Area of Main Basin (Amery) = Volume of Main Basin (Voern( = Calculated Total Basin Volume (Vg,,,,) = 0.043 0.143 0.125 0.156 0.192 0.297 0.386 0.514 0.855 0.105 0.132 0.164 0.225 0.267 0.321 0.043 0.100 0.178 0.321 user user user user user user user user user user user user user user user user user user user user user acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet ft' ft ft ft ft/ft H:V ft' ft ft ft ft ft 0' ft' ft ft ft 0' ft' acre-feet Optional User Overrides acre-feet acre-feet inches inches inches inches inches inches inches 1.35 1.63 1.94 2.43 2.97 3.54 5.18 Depth Increment = ft Stage -Storage Description Stage (ft) 000001 Override Stage (ft) Length (ft) Width (6) Area (ft') Optional Override Area (ft') Area (acre) Volume ft' Volume ac -ft Top of Micropool -- 0.00 -- -- -- 500 0.011 627 0.014 8589.5 -- 0.66 -- -- -- 1,400 0.032 8590 -- 1.16 -- -- -- 1,481 0.034 1,347 0.031 8591 -- 2.16 -- -- -- 2,389 0.055 3,282 0.075 8592 -- 3.16 -- -- -- 3,858 0.089 6,406 0.147 MHFD-Detentioo_04 04- Pond A Updated. Basin 3/10/2023, 1'.23 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER MHFD-Detention, Version 4.06 (July2022) 3 10 0.00 1.00 2.00 3.00 Stage (ft) 4.00 0.075 0.050 0.025 0.000 0.000 0.00 1.00 2.00 3.00 4.00 Stage (ft.) ^^^^^Area(acres) ®VoIume(ac-ft) 3000 2000 v 6 0.120 0.040 MHFD-Detention_v4 04- Pond A Updated. Basin 3/10/2023, 1'.23 PM DETENTION BASIN OUTLET STRUCTURE DESIGN MHFD-Detention, Version 4.06 (July 2022) Project: Condos at Elk Creek - PA 4W.1 Basin ID: Pond A 1004R OLUME Eu PERMANENT POOL NE ZONE 1 ANO 2' ORIFICES Example Zone Configuration (Retention Pond) `•-i°0.VEAR ORIFICE Zone 1 (WQCV) Zone 2 (EURV) Zone 3 (100 -year) Estimated Stage (ft) Estimated Volume (ac -ft) Outlet Type 1.49 0.043 Orifice Plate 3.12 0.100 Rectangular Orifice #VALUE! 0.178 Weir&Pipe (Restrict) Total (all zones) 0.321 User Input: Orifice at Underdrain Outlet (typically used to drain WOCV in a Filtration BMP) Underdrain Orifice Invert Depth = N/A ft (distance below the filtration media surface) Underdrain Orifice Diameter = N/A inches Underdrain Orifice Area = Underdrain Orifice Centroid = Calculated Parameters for Underdrain ft2 feet N/A N/A User Input: Orifice Plate with one or more orifices or Elliptical Slot Weir (typically used to drain WQCV and/or EURV in a sedimentation BMP) Centroid of Lowest Orifice = 0.00 ft (relative to basin bottom at Stage = 0 ft) WQ Orifice Area per Row = Depth at top of Zone using Orifice Plate = Orifice Plate: Orifice Vertical Spacing = Orifice Plate: Orifice Area per Row = 1.27 5.10 0.30 ft (relative to basin bottom at Stage = 0 ft) inches sq. inches (diameter = 5/8 inch) User Input: Stage and Total Area of Each Orifice Row (numbered from lowest to highest) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) Elliptical Half -Width = Elliptical Slot Centroid = Elliptical Slot Area = Calculated Parameters for Plate ft2 feet feet ft2 2.083E-03 N/A N/A N/A Row 1 (required) Row 2 (optional) Row 3 (optional) Row 4 (optional) Row 5 (optional) Row 6 (optional) Row 7 (optional) Row 8 (optional) 0.00 0.42 0.85 0.30 0.30 0.30 Row 9 (optional) Row 10 (optional) Row 11 (optional) Row 12 (optional) Row 13 (optional) Row 14 (optional) Row 15 (optional) Row 16 (optional) User Input: Vertical Orifice (Circular or Rectangular) Zone 2 Rectangulai Invert of Vertical Orifice = Depth at top of Zone using Vertical Orifice = Vertical Orifice Height = Vertical Orifice Width = Not Selected 1.27 N/A N/A N/A 1.84 2.00 2.00 ft (relative to basin bottom at Stage = 0 ft) ft (relative to basin bottom at Stage = 0 ft) inches inches Zone 2 Rectangula Vertical Orifice Area = Vertical Orifice Centroid = Calculated Parameters for Vertical Orifice Not Selected 0.03 N/A N/A 0.08 ft2 feet User Input: Overflow Weir (Dropbox with Flat or Sloped Grate and Outlet Pipe OR Rectangular/Trapezoidal Weir and No Outlet Pipe) Overflow Weir Front Edge Height, Ho = Overflow Weir Front Edge Length = Overflow Weir Grate Slope = Horiz. Length of Weir Sides = Overflow Grate Type = Debris Clogging % = Zone 3 Weir Not Selected 2.33 N/A 4.00 N/A 0.00 N/A 4.00 N/A Type C Grate N/A 5055 N/A ft (relative to basin bottom at Stage = 0 ft) Height of Grate Upper Edge, Ht = feet H:V feet User Input: Outlet Pipe w/ Flow Restriction Plate (Circular Orifice, Restrictor Plate, or Rectangular Orifice) Depth to Invert of Outlet Pipe = Outlet Pipe Diameter = Restrictor Plate Height Above Pipe Invert = Zone 3 Restrictor Not Selected 0.31 N/A N/A 15.00 15.00 User Input: Emergency Spillway (Rectangular or Trapezoidal) Spillway Invert Stage= Spillway Crest Length = Spillway End Slopes = Freeboard above Max Water Surface = 2.66 10.00 4.00 0.18 Overflow Weir Slope Length = Grate Open Area / 100-yr Orifice Area = Overflow Grate Open Area w/o Debris = Overflow Grate Open Area w/ Debris = ft (distance below basin bottom at Stage = 0 ft) inches inches ft (relative to basin bottom at Stage = 0 ft) feet H:V feet Calculated Parameters for Overflow Weir Zone 3 Weir Not Selected 2.33 N/A 4.00 N/A 9.07 N/A 11.14 N/A 5.57 N/A feet feet ft2 ft2 Calculated Parameters for Outlet Pipe w/ Flow Restriction Plate Outlet Orifice Area = Outlet Orifice Centroid = Half -Central Angle of Restrictor Plate on Pipe = Spillway Design Flow Depth= Stage at Top of Freeboard = Basin Area at Top of Freeboard = Basin Volume at Top of Freeboard = Zone 3 Restrictor Not Selected 1.23 N/A 0.63 N/A 3.14 N/A Calculated Parameters for Spillway feet feet acres acre -ft 0.33 3.17 0.09 0.15 ft2 feet radians Routed Hydrograph Results Design Storm Return Period = One -Hour Rainfall Depth (in) = CUHP Runoff Volume (acre -ft) = Inflow Hydrograph Volume (acre -ft) = CUHP Predevelopment Peak Q (cfs) = OPTIONAL Override Predevelopment Peak Q (cfs) _ Predevelopment Unit Peak Flow, q (cfs/acre) = Peak Inflow Q (cfs) = Peak Outflow Q (cfs) = Ratio Peak Outflow to Predevelopment Q = Structure Controlling Flow = Max Velocity through Grate 1 (fps) = Max Velocity through Grate 2 (fps) = Time to Drain 97% of Inflow Volume (hours) _ Time to Drain 99% of Inflow Volume (hours) = Maximum Ponding Depth (ft) = Area at Maximum Ponding Depth (acres) = Maximum Volume Stored (acre -ft) _ rser carr override the default CLIF/P hvdrooranhs and runoff volumes by enterinrt new values in the Inflow Hvdrograohs table (Co/%mm5 W throe oh AF7, N/A N/A 1.35 1.63 1.94 2.48 2.97 3.54 5.18 0.043 0.143 0.125 0.156 0.192 0.297 0.386 0.514 0.855 N/A N/A 0.125 0.156 0.192 0.297 0.386 0.514 0.855 N/A N/A 0.0 0.0 0.1 0.9 1.6 2.6 5.1 N/A N/A N/A N/A 0.01 0.01 0.03 0.38 0.63 1.02 2.02 N/A N/A 1.4 1.7 2.1 3.7 4.8 6.4 10.5 0.1 8.4 0.5 0.9 1.3 3.1 4.4 6.5 11.7 N/A N/A N/A 27.5 18.0 3.3 2.8 2.5 2.3 Vertical Orifice 1 Spillway Overflow Weir 1 Overflow Weir 1 Overflow Weir 1 Overflow Weir 1 Overflow Weir 1 Spillway Spillway N/A 0.87 0.03 0.1 0.1 0.3 0.4 0.5 0.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A 38 36 38 36 33 28 25 21 14 42 43 45 44 43 40 38 35 28 1.49 3.12 2.38 2.42 2.45 2.56 2.63 2.71 2.83 0.04 0.09 0.06 0.06 0.06 0.07 0.07 0.07 0.08 0.043 0.144 0.088 0.090 0.093 0.100 0.105 0.110 0.120 MHFD-Detention_v4 04 - Pond A Updated, Outlet Structure 3/10/2023, 1:23 PM DETENTION BASIN OUTLET STRUCTURE DESIGN O AREA [ft^2], VOLUME [ft^3] 12 10 6 0 01 2.5 2 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 0 0.00 50YR IN 50YR OUT 25YR IN 25YR OUT 5YR OUT , 21,12 OUT EURV IN EURV OUT WQCV IN WQCV OUT 50YR //25YR ,mm 25R ,mm EURV WQCV DRAIN TIME [hr] ,,. User Area [ft^2] Interpolated Area [fte2] 45'' Summary Area [ft^2] Volume [ft^3] ••.0,•• Summary Volume [ft^3] ®Outflow [cfs] Summary Outflow [cfs] S -A -V -D Chart Axis Override minimum bound maximum bound 0.50 1.00 1.50 2.00 PONDING DEPTH [ft] 2.50 3.00 3.50 4.00 X-axis 1 TIME [hr] Left Y -Axis Right Y -Axis AO' . 9WnvaLlU// -v U rropnu 10 - 12 100 0 0 MHFD-Detention_v4 04 - Pond A Updated, Outlet Structure 3/10/2023, 1:23 PM DETENTION BASIN OUTLET STRUCTURE DESIGN Outflow Hydrograph Workbook Filename: Time Interval 5.00 min Inflow Hydrographs The user can override the calculated inflow hydrographs from this workbook with inflow hydro 0:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:05:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:10:00 0.00 0.00 0.00 0.00 0.02 0.03 0.07 0.07 0.19 0:15:00 0.00 0.00 0.16 0.23 0.29 0.25 0.33 0.36 0.60 0:20:00 0.00 0.00 0.52 0.65 0.78 0.58 0.72 0.83 1.38 0:25:00 0.00 0.00 1.10 1.42 1.78 1.23 1.59 1.86 3.61 0:30:00 0.00 0.00 1.38 1.73 2.13 3.02 4.01 5.03 8.48 0:35:00 0.00 0.00 1.36 1.68 2.05 3.64 4.79 6.33 10.43 0:40:00 0.00 0.00 1.28 1.56 1.90 3.68 4.85 6.41 10.53 0:45:00 0.00 0.00 1.17 1.44 1.76 3.41 4.49 6.14 10.11 0:50:00 0.00 0.00 1.07 1.34 1.61 3.17 4.19 5.73 9.48 0:55:00 0.00 0.00 1.00 1.24 1.50 2.86 3.77 5.24 8.73 1:00:00 0.00 0.00 0.93 1.15 1.39 2.60 3.42 4.85 8.13 1:05:00 0.00 0.00 0.86 1.06 1.29 2.37 3.11 4.52 7.60 1:10:00 0.00 0.00 0.77 0.97 1.19 2.11 2.76 3.96 6.64 1:15:00 0.00 0.00 0.69 0.89 1.11 1.87 2.43 3.43 5.76 1:20:00 0.00 0.00 0.64 0.83 1.05 1.65 2.14 2.96 4.96 1:25:00 0.00 0.00 0.60 0.78 0.97 1.49 1.92 2.59 4.34 1:30:00 0.00 0.00 0.57 0.74 0.90 1.34 1.73 2.30 3.82 1:35:00 0.00 0.00 0.53 0.69 0.83 1.21 1.55 2.03 3.36 1:40:00 0.00 0.00 0.50 0.63 0.76 1.09 1.38 1.79 2.95 1:45:00 0.00 0.00 0.47 0.57 0.70 0.97 1.23 1.57 2.55 1:50:00 0.00 0.00 0.43 0.51 0.64 0.86 1.08 1.35 2.18 1:55:00 0.00 0.00 0.38 0.46 0.58 0.75 0.93 1.15 1.85 2:00:00 0.00 0.00 0.32 0.40 0.51 0.65 0.80 0.96 1.53 2:05:00 0.00 0.00 0.26 0.32 0.41 0.50 0.61 0.72 1.15 2:10:00 0.00 0.00 0.21 0.26 0.34 0.39 0.47 0.55 0.88 2:15:00 0.00 0.00 0.17 0.22 0.28 0.31 0.37 0.42 0.68 2:20:00 0.00 0.00 0.14 0.18 0.23 0.25 0.30 0.33 0.53 2:25:00 0.00 0.00 0.12 0.15 0.19 0.20 0.24 0.26 0.41 2:30:00 0.00 0.00 0.10 0.12 0.15 0.16 0.19 0.20 0.31 2:35:00 0.00 0.00 0.08 0.10 0.12 0.13 0.15 0.15 0.24 2:40:00 0.00 0.00 0.06 0.08 0.10 0.10 0.12 0.12 0.18 2:45:00 0.00 0.00 0.05 0.06 0.08 0.08 0.09 0.09 0.14 2:50:00 0.00 0.00 0.04 0.05 0.06 0.06 0.07 0.07 0.11 2:55:00 0.00 0.00 0.03 0.04 0.05 0.05 0.06 0.06 0.09 3:00:00 0.00 0.00 0.03 0.03 0.04 0.04 0.05 0.05 0.07 3:05:00 0.00 0.00 0.02 0.02 0.03 0.03 0.03 0.03 0.05 3:10:00 0.00 0.00 0.01 0.02 0.02 0.02 0.03 0.03 0.04 3:15:00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.03 3:20:00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 3:25:00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 3:30:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:35:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:40:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:45:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:50:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:55:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:05:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:10:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:15:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:20:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:25:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:30:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:35:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:40:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:45:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:50:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:55:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:05:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:10:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:15:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:20:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:25:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:30:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:35:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:40:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:45:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:50:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:55:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 phs developed in a separate progra MHFD-Detention_v4 04 - Pond A Updated, Outlet Structure 3/10/2023, 1:23 PM DETENTION BASIN OUTLET STRUCTURE DESIGN MHFD-Detention, Version 4.06 (July 2022) Summary St ge-Area-Volume-Disrharge Relationships The user can create a summary S -A -V -D by entering the desired stage increments and the remainder of the table will populate automatically. The user should graphically compare the summary S -A -V -D table to the full SAVD table in the chait to confirm it captures all key transition points. For best results, include the stages of all grade slope changes (e.g. ISV and Floor) from the S -A -V table on Sheet 'Basin'. Also include the inverts of all outlets (e.g. vertical orifice, overflow grate, and spillway, where applicable). MHFD-Detention_v4 04 - Pond A Updated, Outlet Structure 3/10/2023, 1:23 PM Design Procedure Form: Extended Detention Basin (EDB) Designer: Mike Guiffre UD-BMP (Version 3.07, March 2018) Sheet 1 of 3 Company: Terracina Design Date: September 29, 2022 Project: Grand Park 4W.1 Location: Pond A 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, la B) Tributary Area's Imperviousness Ratio (i = la/ 100) C) Contributing Watershed Area D) For Watersheds Outside of the Denver Region, Depth of Average Runoff Producing Storm E) Design Concept (Select EURV when also designing for flood control) F) Design Volume (WQCV) Based on 40 -hour Drain Time (VDESIGN = (1.0*(0.91 * i'-1.19*iu+0.78*i)/12*Area ) G) For Watersheds Outside of the Denver Region, Water Quality Capture Volume (WQCV) Design Volume (Vwocv OTHER = (de*)VDESIGN/0.43)) H) User Input of Water Quality Capture Volume (WQCV) Design Volume (Only if a different WQCV Design Volume is desired) 1) NRCS Hydrologic Soil Groups of Tributary Watershed i) Percentage of Watershed consisting of Type A Soils ii) Percentage of Watershed consisting of Type B Soils iii) Percentage of Watershed consisting of Type C/D Soils J) Excess Urban Runoff Volume (EURV) Design Volume For HSG A: EURV,, = 1.68 * i' 28 For HSG B: EURV, = 1.36 * it°8 For HSG C/D: EURVc,o = 1.20 * i1Aa K) User Input of Excess Urban Runoff Volume (EURV) Design Volume (Only if a different EURV Design Volume is desired) VDESIGN VDESIGN HSG EURVoesisN EURVorSIGN L=1 i =I Area = 1 ds =I Choose 0 0 ac in 49.5 I% 0.495 1 2.520 1 1 One Water Quality Capture Volume (WQCV) Excess Urban Runoff Volume (EURV) VDESIGN=I OTHER= USER= HSG A = HSG e = cio = =I usSR=I ac -ft ac -ft ac -ft % % ac -f t ac -f t 1 1 0.043 1 100 0 0 1 0.144 1 2. Basin Shape: Length to Width Ratio (A basin length to width ratio of at least 2:1 will improve TSS reduction.) L : W =I 1 2.0 I: 3. Basin Side Slopes A) Basin Maximum Side Slopes (Horizontal distance per unit vertical, 4:1 or flatter preferred) Z =1 ft /ft 4.00 I 4. Inlet A) Describe means of providing energy dissipation at concentrated inflow locations: 5. Forebay A) Minimum Forebay Volume (VEMIN = 1% of the WQCV) VEMIN Q100 Calculated WN =I VF = DF =1 =1 QF=I Choose 0 0 0 ac -ft ac -ft in cfs cfs Row tsr small for berm w/ pipe 0.0000 1 B) Actual Forebay Volume C) Forebay Depth (DF = 12 inch maximum) 0.010 1 12.0 1 D) Forebay Discharge i) Undetained 100 -year Peak Discharge ii) Forebay Discharge Design Flow (QF = 0.02 * Qioo) E) Forebay Discharge Design G) Rectangular Notch Width 11.78 1 0.24 1 One Berm With Pipe Wall with Rect. Notch Wall with V -Notch Weir = in I 3.2 1 Pond A-UD-BMP_v3.07-Forebay, EDB 9/29/2022, 10:22 AM Chapter 12 Storage CREST OF EMERGENCY SPILLWAY EMERGENCY OVERFLOW WSEL 100 —YEAR WSEL DETENTION — FASIN 1' MIN FREEBOARD EXTENDED RIPRAP UPSTREAM OF WALL 3'" TO 4" TOPSOIL COVED EMBANKMENT WIDTH MIN BEYOND TOP OF' EMBANKMENT IPRAP 2E,0 TOP OF FOOTING AT OR BELOW BOTTOM OF SOIL RIPRAP CONCRETF.E OVERFLOW WALL. (WALL AND REINFORCING DESIGNED BY ENGINEER) EMERGENCY SPILLWAY PROFILE AS NEEDED TO PASS THE 100—YR UNDETAINED OR MORE EMERGENCY OVERFLOW WSEL SOIL RIPRAP 21),0 EMERGENCY SPILLWAY SECTION AND SPILLWAY CHANNEL 1' MIN FREEBOARD 0 10 15 Unit Discharge (cfs/ft) 20 25 30 Figure 12-21. Embankment protection details and rock sizing chart (adapted from Arapahoe County) September 2017 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 2 12-33 DETENTION BASIN STAGE -STORAGE TABLE BUILDER MHFD-Detention, Version 4.06 (July2022) Project: Condos M Elk Creek - PA 4W.1 Basin ID: Pond B OFtn V041. Example Zone Configuration (Retention Pond) Watershed Information Selected BMP Type = Watershed Area = Watershed Length = Watershed Length to Centroid = Watershed Slope = Watershed Imperviousness = Percentage Hydrologic Soil Group A = Percentage Hydrologic Soil Group B = Percentage Hydrologic Soil Groups C/D = Target WQCV Drain Time = EDB 1.14 450 200 0.020 55.60 0.0% 0.0% 100.0°% 40.0 acres ft ft ft/ft percent percent percent percent hours Location for 1 -hr Rainfall Depths = Denver- Capitol Building After providing required inputs above Inc using :I. -hour atnfall depths, dick `Run CiUHP' to tolerate run off hydrngraph using the embedded Colorado Urban Hydrograph Procedure. Water Quality Capture Volume (WQCV) = Excess Urban Runoff Volume (EURV) = 2-yr Runoff Volume (P1 = 1.35 in.) = 5-yr Runoff Volume (P1 = 1.63 in.) = 10-yr Runoff Volume (P1 = 1.94 in.) = 25-yr Runoff Volume (P1 = 2.48 in.) = 50-yr Runoff Volume (P1 = 2.97 in.) = 100-yr Runoff Volume (P1 = 3.54 in.) = 500-yr Runoff Volume (P1 = 5.18 in.) = Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume = Approximate 50-yr Detention Volume = Approximate 100-yr Detention Volume = Define Zones and Basin Geometry Zone 1 Volume (WQCV) _ Zone 2 Volume (10 -year - Zone 1) _ Zone 3 Volume (100 -year - Zones 1 & 2) _ Total Detention Basin Volume = Initial Surcharge Volume (ISV) _ Initial Surcharge Depth (ISD) _ Total Available Detention Depth (H,o,ar) = Depth of Trickle Channel (1-,c) _ Slope of Trickle Channel (Sr-,( = Slopes of Main Basin Sides )S,oa;o) = Basin Length -to -Width Ratio (R,70( = Initial Surcharge Area (Arse,) = Surcharge Volume Length (Lis,) = Surcharge Volume Width (Wok) = Depth of Basin Floor (Hrm00) = Length of Basin Floor (Lrmoo) = Width of Basin Floor )Wnnoa) = Area of Basin Floor (Armor) = Volume of Basin Floor (Vrwor) = Depth of Main Babe (Heap) = Length of Main Basin (L0010) = Width of Main Basin (W07,10) = Area of Main Ba6n (A0010) = Volume of Main Basin (V0010) = Calculated Total Ba9n Volume (V,,,a,) = 0.021 0.060 0.080 0.105 0.134 0.189 0.237 0.295 0.461 0.061 0.085 0.099 0.119 0.131 0.156 0.021 0.078 0.057 0.156 user user user user user user user user user user user user user user user user user user user user user acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet ft' ft ft ft ft/ft H:V ft' ft ft ft ft ft 0' ft' ft ft ft ft' ft' acre-feet Optional User Overrides acre-feet acre-feet inches inches inches inches inches inches inches 1.35 1.63 1.94 2.48 2.97 3.54 5.18 Deoth Increment = ft Stage -Storage Description Stage (ft) Optional Override Stage (ft) Length (ft) Width (ft) Area (ft') Optional Override Area (8') Area (acre) Volume ft' Volume ac -ft Top of Micropool -- 0.00 -- -- -- 220 0.005 251 0.006 8591.5 -- 0.58 -- -- -- 645 0.015 8592 -- 1.08 -- -- -- 869 0.020 629 0.014 8593 -- 2.08 -- -- -- 1,394 0.032 1,761 0.040 8594 -- 3.08 -- -- -- 2,019 0.046 3,467 0.080 MHFD-00100 00_v404- Pond 13 Updated, Basin 3/10/2023, 1'.23 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER MHFD-Detention, Version 4.06 (July2022) 10. 4.00 0.00 1.00 2.00 3.00 Stage (ft) 0.045 0.030 0.015 0.000 0.000 0.00 1.00 2.00 Stage (ft.) ^^^^^Area(acres) ®VoIume(ac-ft) 3.00 1800 1200 v 6 500 0.080 0.060 0.020 MHFD-Detention_v404 - P084 B Update4, Basin 3/10/2023, 1'.23 PM DETENTION BASIN OUTLET STRUCTURE DESIGN MHFD-Detention, Version 4.06 (July 2022) Project: Condos at Elk Creek - PA 4W.1 Basin ID: Pond B 1004R OLUME Eu PERMANENT POOL NE ZONE 1 ANO 2' ORIFICES Example Zone Configuration (Retention Pond) `•-i°0.VEAR ORIFICE Zone 1 (WQCV) Zone 2 (10 -year) Zone 3 (100 -year) Estimated Stage (ft) Estimated Volume (ac -ft) Outlet Type 1.39 0.021 Orifice Plate #VALUE! 0.078 Rectangular Orifice #VALUE! 0.057 Weir&Pipe (Restrict) Total (all zones) 0.156 User Input: Orifice at Underdrain Outlet (typically used to drain WOCV in a Filtration BMP) Underdrain Orifice Invert Depth = N/A ft (distance below the filtration media surface) Underdrain Orifice Diameter = N/A inches Underdrain Orifice Area = Underdrain Orifice Centroid = Calculated Parameters for Underdrairt ft2 feet N/A N/A User Input: Orifice Plate with one or more orifices or Elliptical Slot Weir (typically used to drain WQCV and/or EURV in a sedimentation BMP) Centroid of Lowest Orifice = 0.00 ft (relative to basin bottom at Stage = 0 ft) WQ Orifice Area per Row = Depth at top of Zone using Orifice Plate = Orifice Plate: Orifice Vertical Spacing = Orifice Plate: Orifice Area per Row = 0.83 3.30 0.12 ft (relative to basin bottom at Stage = 0 ft) inches sq. inches (diameter = 3/8 inch) User Input: Stage and Total Area of Each Orifice Row (numbered from lowest to highest) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) Elliptical Half -Width = Elliptical Slot Centroid = Elliptical Slot Area = Calculated Parameters for Plate ft2 feet feet ft2 8.333E-04 N/A N/A N/A Row 1 (required) Row 2 (optional) Row 3 (optional) Row 4 (optional) Row 5 (optional) Row 6 (optional) Row 7 (optional) Row 8 (optional) 0.00 0.28 0.55 0.12 0.12 0.12 Row 9 (optional) Row 10 (optional) Row 11 (optional) Row 12 (optional) Row 13 (optional) Row 14 (optional) Row 15 (optional) Row 16 (optional) User Input: Vertical Orifice (Circular or Rectangular) Zone 2 Rectangulai Invert of Vertical Orifice = Depth at top of Zone using Vertical Orifice = Vertical Orifice Height = Vertical Orifice Width = Not Selected 0.83 N/A N/A N/A 1.50 0.25 0.50 ft (relative to basin bottom at Stage = 0 ft) ft (relative to basin bottom at Stage = 0 ft) inches inches Zone 2 Rectangula Vertical Orifice Area = Vertical Orifice Centroid = Calculated Parameters for Vertical Orifice Not Selected 0.00 N/A N/A 0.01 ft2 feet User Input: Overflow Weir (Dropbox with Flat or Sloped Grate and Outlet Pipe OR Rectangular/Trapezoidal Weir and No Outlet Pipe) Overflow Weir Front Edge Height, Ho = Overflow Weir Front Edge Length = Overflow Weir Grate Slope = Horiz. Length of Weir Sides = Overflow Grate Type = Debris Clogging % = Zone 3 Weir Not Selected 2.08 N/A 4.00 N/A 0.00 N/A 4.00 N/A Type C Grate N/A 5055 N/A ft (relative to basin bottom at Stage = 0 ft) Height of Grate Upper Edge, Ht = feet H:V feet User Input: Outlet Pipe w/ Flow Restriction Plate (Circular Orifice, Restrictor Plate, or Rectangular Orifice) Depth to Invert of Outlet Pipe = Outlet Pipe Diameter = Restrictor Plate Height Above Pipe Invert = Zone 3 Restrictor Not Selected 0.77 N/A N/A 15.00 15.00 User Input: Emergency Spillway (Rectangular or Trapezoidal) Spillway Invert Stage= Spillway Crest Length = Spillway End Slopes = Freeboard above Max Water Surface = 2.58 10.00 4.00 0.25 Overflow Weir Slope Length = Grate Open Area / 100-yr Orifice Area = Overflow Grate Open Area w/o Debris = Overflow Grate Open Area w/ Debris = ft (distance below basin bottom at Stage = 0 ft) inches inches ft (relative to basin bottom at Stage = 0 ft) feet H:V feet Calculated Parameters for Overflow Weir Zone 3 Weir Not Selected 2.08 N/A 4.00 N/A 9.07 N/A 11.14 N/A 5.57 N/A feet feet ft2 ft2 Calculated Parameters for Outlet Pipe w/ Flow Restriction Plate Outlet Orifice Area = Outlet Orifice Centroid = Half -Central Angle of Restrictor Plate on Pipe = Spillway Design Flow Depth= Stage at Top of Freeboard = Basin Area at Top of Freeboard = Basin Volume at Top of Freeboard = Zone 3 Restrictor Not Selected 1.23 N/A 0.63 N/A 3.14 N/A Calculated Parameters for Spillway feet feet acres acre -ft 0.25 3.08 0.05 0.08 ft2 feet radians Routed Hydrograph Results Design Storm Return Period = One -Hour Rainfall Depth (in) = CUHP Runoff Volume (acre -ft) = Inflow Hydrograph Volume (acre -ft) = CUHP Predevelopment Peak Q (cfs) _ OPTIONAL Override Predevelopment Peak Q (cfs) _ Predevelopment Unit Peak Flow, q (cfs/acre) = Peak Inflow Q (cfs) = Peak Outflow Q (cfs) = Ratio Peak Outflow to Predevelopment Q = Structure Controlling Flow = Max Velocity through Grate 1 (fps) = Max Velocity through Grate 2 (fps) = Time to Drain 97% of Inflow Volume (hours) _ Time to Drain 99% of Inflow Volume (hours) = Maximum Ponding Depth (ft) = Area at Maximum Ponding Depth (acres) = Maximum Volume Stored (acre -ft) _ rser carr override the default CLIF/P hvdrooranhs and runoff volumes by enterinr.7 new values in the Inf/ow Hvdrograohs table (Co/(.mm5 W throe oh AF7, N/A N/A 1.35 1.63 1.94 2.48 2.97 3.54 5.18 0.021 0.060 0.080 0.105 0.134 0.189 0.237 0.295 0.461 N/A N/A 0.080 0.105 0.134 0.189 0.237 0.295 0.461 N/A N/A 0.3 0.5 0.7 1.3 1.7 2.2 3.6 N/A N/A N/A N/A 0.29 0.44 0.62 1.11 1.46 1.94 3.14 N/A N/A 1.2 1.5 1.9 2.7 3.4 4.3 6.5 0.0 3.2 0.7 1.1 1.6 2.6 4.0 4.7 7.6 N/A N/A N/A 2.2 2.3 2.0 2.4 2.1 2.1 Vertical Orifice 1 Spillway Overflow Weir 1 Overflow Weir 1 Overflow Weir 1 Overflow Weir 1 Overflow Weir 1 Overflow Weir 1 )verflow Weir N/A 0.88 0.06 0.1 0.1 0.2 0.4 0.4 0.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A 38 43 42 40 37 33 31 28 22 43 51 52 51 49 45 43 41 36 1.39 2.63 2.17 2.20 2.24 2.30 2.37 2.40 2.52 0.02 0.04 0.03 0.03 0.03 0.04 0.04 0.04 0.04 0.021 0.060 0.043 0.044 0.045 0.047 0.050 0.051 0.056 MHFD-Detention_v4 04 - Pond B Updated, outlet Structure 3/10/2023, 1:23 PM DETENTION BASIN OUTLET STRUCTURE DESIGN 0 AREA [ft^2], VOLUME [ft^3] 1 7 6 4 50YR IN ® ® 50YR OUT 25YR IN 25YR OUT 01 O Z O 2.5 2 0.5 01 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 e 2YR OUT EURV OUT WQCV IN WQCV OUT 50YR 255R ,mm 2YR ,mm EURV WQCV 1 TIME [hr] 10 10 100 ,,. User Area [ft^2] Interpolated Area [ft^2] / Summary Area [ft^2] Volume [ft^3] ••*.• Summary Volume [ft^3] ®Outflow [cfs] Summary Outflow [cfs] 0.00 0.50 S -A -V -D Chart Axis Override minimum bound maximum bound 1.00 1.50 2.00 PONDING DEPTH [ft] 2.50 3.00 3.50 4.00 X-axis Left Y -Axis Right Y -Axis DRAIN TIME [hr] 10 MHFD-Detention_v4 04 - Pond B Updated, Outlet Structure 3/10/2023, 1:23 PM DETENTION BASIN OUTLET STRUCTURE DESIGN Outflow Hydrograph Workbook Filename: Time Interval 5.00 min Inflow Hydrographs The user can override the calculated inflow hydrographs from this workbook with inflow hydro 0:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:05:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:10:00 0.00 0.00 0.00 0.00 0.01 0.02 0.05 0.05 0.13 0:15:00 0.00 0.00 0.12 0.16 0.21 0.17 0.23 0.25 0.41 0:20:00 0.00 0.00 0.36 0.47 0.59 0.39 0.51 0.61 1.16 0:25:00 0.00 0.00 0.93 1.26 1.61 1.04 1.39 1.66 2.79 0:30:00 0.00 0.00 1.20 1.55 1.90 2.41 3.02 3.62 5.63 0:35:00 0.00 0.00 1.15 1.45 1.76 2.73 3.40 4.26 6.52 0:40:00 0.00 0.00 1.05 1.30 1.58 2.67 3.31 4.13 6.31 0:45:00 0.00 0.00 0.90 1.15 1.42 2.43 3.01 3.85 5.87 0:50:00 0.00 0.00 0.78 1.03 1.26 2.24 2.77 3.53 5.37 0:55:00 0.00 0.00 0.68 0.89 1.11 1.96 2.43 3.16 4.81 1:00:00 0.00 0.00 0.59 0.78 0.98 1.71 2.12 2.83 4.31 1:05:00 0.00 0.00 0.53 0.70 0.90 1.50 1.87 2.56 3.90 1:10:00 0.00 0.00 0.47 0.65 0.85 1.32 1.65 2.20 3.37 1:15:00 0.00 0.00 0.41 0.58 0.80 1.17 1.46 1.90 2.93 1:20:00 0.00 0.00 0.36 0.51 0.71 1.01 1.26 1.58 2.45 1:25:00 0.00 0.00 0.31 0.44 0.60 0.85 1.08 1.30 2.02 1:30:00 0.00 0.00 0.26 0.38 0.50 0.70 0.88 1.05 1.65 1:35:00 0.00 0.00 0.22 0.32 0.42 0.56 0.70 0.82 1.31 1:40:00 0.00 0.00 0.20 0.27 0.36 0.44 0.56 0.64 1.05 1:45:00 0.00 0.00 0.18 0.24 0.33 0.37 0.47 0.53 0.88 1:50:00 0.00 0.00 0.18 0.22 0.31 0.33 0.41 0.45 0.78 1:55:00 0.00 0.00 0.16 0.20 0.29 0.30 0.38 0.40 0.70 2:00:00 0.00 0.00 0.14 0.18 0.26 0.28 0.35 0.37 0.65 2:05:00 0.00 0.00 0.11 0.14 0.20 0.21 0.27 0.28 0.50 2:10:00 0.00 0.00 0.09 0.11 0.15 0.16 0.21 0.21 0.37 2:15:00 0.00 0.00 0.07 0.08 0.12 0.12 0.16 0.15 0.28 2:20:00 0.00 0.00 0.05 0.06 0.09 0.09 0.12 0.12 0.21 2:25:00 0.00 0.00 0.04 0.05 0.07 0.07 0.09 0.09 0.16 2:30:00 0.00 0.00 0.03 0.04 0.05 0.05 0.06 0.07 0.12 2:35:00 0.00 0.00 0.02 0.03 0.04 0.04 0.05 0.05 0.09 2:40:00 0.00 0.00 0.02 0.02 0.03 0.03 0.04 0.04 0.07 2:45:00 0.00 0.00 0.01 0.01 0.02 0.02 0.03 0.03 0.05 2:50:00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.03 2:55:00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 3:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 3:05:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:10:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:15:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:20:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:25:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:30:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:35:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:40:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:45:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:50:00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:55:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:05:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:10:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:15:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:20:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:25:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:30:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:35:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:40:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:45:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:50:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:55:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:05:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:10:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:15:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:20:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:25:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:30:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:35:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:40:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:45:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:50:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:55:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 phs developed in a separate progra MHFD-Detention_v4 04 - Pond B Updated, Outlet Structure 3/10/2023, 1:23 PM DETENTION BASIN OUTLET STRUCTURE DESIGN MHFD-Detention, Version 4.06 (July 2022) Summary St ge-Area-Volume-Disrharge Relationships The user can create a summary S -A -V -D by entering the desired stage increments and the remainder of the table will populate automatically. The user should graphically compare the summary S -A -V -D table to the full SAVD table in the chait to confirm it captures all key transition points. For best results, include the stages of all grade slope changes (e.g. ISV and Floor) from the S -A -V table on Sheet 'Basin'. Also include the inverts of all outlets (e.g. vertical orifice, overflow grate, and spillway, where applicable). MHFD-Detention_v4 04 - Pond B Updated, Outlet Structure 3/10/2023, 1:23 PM Design Procedure Form: Extended Detention Basin (EDB) Designer: Mike Guiffre UD-BMP (Version 3.07, March 2018) Sheet 1 of 3 Company: Terracina Design Date: September 29, 2022 Project: Grand Park 4W.1 Location: Pond B 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, la B) Tributary Area's Imperviousness Ratio (i = la/ 100) C) Contributing Watershed Area D) For Watersheds Outside of the Denver Region, Depth of Average Runoff Producing Storm E) Design Concept (Select EURV when also designing for flood control) F) Design Volume (WQCV) Based on 40 -hour Drain Time (VDESIcu = (1.0*(0.91 * i'-1.19*iu+0.78*i)/12*Area ) G) For Watersheds Outside of the Denver Region, Water Quality Capture Volume (WQCV) Design Volume (VwQcv OTHER = (de*)VDESIGN/0.43)) H) User Input of Water Quality Capture Volume (WQCV) Design Volume (Only if a different WQCV Design Volume is desired) I) NRCS Hydrologic Soil Groups of Tributary Watershed i) Percentage of Watershed consisting of Type A Soils ii) Percentage of Watershed consisting of Type B Soils iii) Percentage of Watershed consisting of Type C/D Soils J) Excess Urban Runoff Volume (EURV) Design Volume For HSG A: EURV,, = 1.68 * i' 28 For HSG B: EURV, = 1.36 * it°8 For HSG C/D: EURVc,o = 1.20 * i1Aa K) User Input of Excess Urban Runoff Volume (EURV) Design Volume (Only if a different EURV Design Volume is desired) VDESIGN VDESIGN HSG EURVoesisN EURVorSIGN L=1 i =I Area = 1 do =I Choose 0 0 ac in 63.8 I% 0.638 1 0.920 1 1 One Water Quality Capture Volume (WQCV) Excess Urban Runoff Volume (EURV) VDESIGN=I OTHER= USER= HSG A = HSG e = cio = =I usER=I ac -ft ac -ft ac -ft % % ac -f t ac -f t 1 1 0.021 1 100 0 0 1 0.060 1 2. Basin Shape: Length to Width Ratio (A basin length to width ratio of at least 2:1 will improve TSS reduction.) L : W =I 1 2.0 I: 3. Basin Side Slopes A) Basin Maximum Side Slopes (Horizontal distance per unit vertical, 4:1 or flatter preferred) Z =1 ft /ft 4.00 I 4. Inlet A) Describe means of providing energy dissipation at concentrated inflow locations: 5. Forebay A) Minimum Forebay Volume (VFMIN = 0% of the WQCV) VEeIN Oleo Calculated WN =I VF = DF =1 =I QF=I Choose 0 0 0 ac -ft ac -ft in cfs cfs A FOREBAY MAY NOT BE NECESSARY FOR THIS SIZE SITE Row tsr small for berm w/ pipe 0.0000 1 B) Actual Forebay Volume C) Forebay Depth (DF = 12 inch maximum) 0.010 1 12.0 1 D) Forebay Discharge i) Undetained 100 -year Peak Discharge ii) Forebay Discharge Design Flow (QF = 0.02 * Qioo) E) Forebay Discharge Design G) Rectangular Notch Width 5.73 1 0.11 1 One Berm With Pipe Wall with Rect. Notch Wall with V -Notch Weir = in I 2.8 1 Pond B-UD-BMP_v3.07-Forebay, EDB 9/29/2022, 10:25 AM Chapter 12 Storage CREST OE EMERGENCY SRILILWAY EMERGENCY OVERFLOW WSEL 100 —YEAR WSEL DETENTION — FASIN 1' MIN FREEBOARD EXTENDED fdVP'^RAP UPSTREAM OF WALL 3'" TO 4" TOPSOIL COVE EMBANKMENT MOTH MIN BEYOND TOP OF' EMBANKMENT IPRAP 2D50 TOP OF FOOTING AT OR EEL,OW BOTTOM OF SOIL RIPRAP CONCRETF.E OVERFLOW" WALL. (WALL AND REINFORCING DESIGNED BY ENGINEER) EMERGENCY SPILLWAY PROFILE AS NEEDED TO PASS THE 100—YR UNDETAINED OR MORE EMERGENCY OVERFLOW" WSEL 9S;OOL RIPRAP 2C,0 EMERGENCY SPILLWAY SECTION AND SPILLWAY CHANNEL 4' PUN FREEBOARD 0 10 15 Unit Discharge (cfs/ft) 20 25 30 Figure 12-21. Embankment protection details and rock sizing chart (adapted from Arapahoe County) Control District 12-33 Urban Storm Drainage Criteria Manual Volume 2 X:\15-003 MEYER LOT 2 - GRAND PARK\GAD\PLANS \SOUTH -PRELIMINARY GDS\DRAIANGE\TEMP SEDIMENT POND EXHIBIT.DWG; 9/29/2022 8:42 AM ---------- - 8585 856:1-------- \ 8583 9" TH L RIP 8,582 8581 85.80 �'m w 579 .6 24" FES TYPE M 6" R PIPE RIP -RAP 1" TO 2" CRUSHER 1 s ROCK 33.5' 77' CK TYPE -RAP 24" HDPE PIPE TEMP SED POND VOLUME CALCULATION PER MHFD DETAIL SC -7 UNDEVELOPED ACREAGE = 1.74 AC (BASIN OS1) DEVELOPED ACREAGE = 1.38 AC (BASINS 01 & D2) @ 61 % IMPERVIOUS TOTAL ACREAGE = 3.12 AC BOTTOM WIDTH = 33.5' SPILWAY CREST LENGTH = 6' HOLE DIA = 9/s' VOLUME = 1.74 AC X 3600 CU. FT + 3.12 AC X 2470 CU. FT = 13,970 CU. FT STAGE STORAGE TABLE ELEV AREA (sq. ft.) DEPT H (ft) AVG END INC. VOL. (cu. ft.) AVG END TOTAL VOL. (cu. ft.) CONIC INC. VOL. (cu. ft.) CONIC TOTAL VOL. (cu. ft.) 8,579.60 2,894.97 N/A N/A 0.00 N/A 0.00 8,580.00 3,430.38 0.40 1265.07 1265.07 1263.56 1263.56 8,581.00 4,403.16 1.00 3916.77 5181.84 3906.66 5170.22 8,582.00 5,476.47 1.00 4939.81 10121.65 4930.07 10100.29 8,583.00 6,650.31 1.00 6063.39 16185.04 6053.90 16154.19 terracina design 10200 E. Girard Ave, A-314 Denver, CO 80231 ph: 303.632.8867 GRAND PARK 4W.1 TEMP SED POND EXHIBIT 0 20' yI, 'I 1" = 20' TOWN OF FRASER DATE: 2022-09-29 Sediment Basin (SB) SC -7 RIPRAP PAD HOLE DIAMETER, HD EL. 03.00 SINGLE COLUMN OF FIVE HOLES* SCHEDULE 40 PVC OR GREATER 4 1 I- 00.00 EXCAVATION EMBANKMENT MATERIAL INLETS TO SEDIMENT BASIN SHALL ENTER AT FURTHEST DISTANCE TO OUTLET AND SHALL CONSIST OF A TEMPORARY SLOPE DRAIN 4 0 L=2 x W MIN. o BOTTOM LENGTH _00 m ' 01 02 03 4 1" TO 2" CRUSHED ROCK SEDIMENT BASIN PLAN *EXCEPT WHERE THE HOLES EXCEED 1" DIAMETER, THEN UP TO TWO COLUMNS OF SAME SIZED HOLES MAY BE USED D50=9" RIPRAP TYPE L. (SEE TABLE MD -7, MAJOR DRAINAGE, VOL. 1) 3' EL. 04.00 RIPRAP BEDDING SECTION A CL CREST LENGTH EL. 03.00 AT CREST D50=9" RIPRAP TYPE L RISER PIPE 6" PVC 4 1 SPILLWAY f s� 1'6" August 2013 Urban Drainage and Flood Control District SB-5 Urban Storm Drainage Criteria Manual Volume 3 SC -7 Sediment Basin (SB) TABLE: SB-1. SIZING INFORMATION FOR STANDARD SEDIMENT BASIN Upstream Drainage Area (rounded to nearest acre), (ac) 2 6 9 11 12 13 7 8 9 0 2 3 4 5 Basin Bottom Width (W), (ft) 12 Y2 21 43 47 Y4 51 55 58 Y4. 61 64 67 70 Yz 73 Y4 Spillway Crest Length (CL), (ft) 2 3 15 16 18 19 21 22 Hole Diameter (HD), (in) 1416 zY3z 2)/32 27/32 7/e 1416 3)32 1 1 K6 1 }� 1 3/16 SEDIMENT BASIN INSTALLATION NOTES 1, SEE PLAN VIEW FOR: —LOCATION OF SEDIMENT BASIN. —TYPE OF BASIN (STANDARD BASIN OR NONSTANDARD BASIN). —FOR STANDARD BASIN, BOTTOM WIDTH W, CREST LENGTH CL, AND HOLE DIAMETER, HD. —FOR NONSTANDARD BASIN, SEE CONSTRUCTION DRAWINGS FOR DESIGN OF BASIN INCLUDING RISER HEIGHT H, NUMBER OF COLUMNS N, HOLE DIAMETER HD AND PIPE DIAMETER 0. 2. FOR STANDARD BASIN, BOTTOM DIMENSION MAY BE MODIFIED AS LONG AS BOTTOM AREA IS NOT REDUCED. 3. SEDIMENT BASINS SHALL BE INSTALLED PRIOR TO ANY OTHER LAND DISTURBING ACTIVITY THAT RELIES ON ON BASINS AS AS A STORMWATER CONTROL. 4, EMBANKMENT MATERIAL SHALL CONSIST OF SOIL FREE OF DEBRIS, ORGANIC MATERIAL, AND ROCKS OR CONCRETE GREATER THAN 3 INCHES AND SHALL HAVE A MINIMUM OF 15 PERCENT BY WEIGHT PASSING THE NO. 200 SIEVE. 5. EMBANKMENT MATERIAL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698. 6. PIPE SCH 40 OR GREATER SHALL BE USED. 7. THE DETAILS SHOWN ON THESE SHEETS PERTAIN TO STANDARD SEDIMENT BASIN(S) FOR DRAINAGE AREAS LESS THAN 15 ACRES. SEE CONSTRUCTION DRAWINGS FOR EMBANKMENT, STORAGE VOLUME, SPILLWAY, OUTLET, AND OUTLET PROTECTION DETAILS FOR ANY SEDIMENT BASIN(S) THAT HAVE BEEN INDIVIDUALLY DESIGNED FOR DRAINAGE AREAS LARGER THAN 15 ACRES. SB-6 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Sediment Basin (SB) SC -7 aUIMENLBAST1....MAINIENANCLXICHES. 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMPs. AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED IN BASIN SHALL BE REMOVED AS NEEDED TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN SEDIMENT DEPTH REACHES ONE FOOT (LE., TWO FEET BELOW THE SPILLWAY CREST). 5. SEDIMENT BASINS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE LOCAL JURISDICTION, 6. WHEN SEDIMENT BASINS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAILS ADAPTED FROM DOUGLAS COUNTY,COLORADO) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED, August 2013 Urban Drainage and Flood Control District SB-7 Urban Storm Drainage Criteria Manual Volume 3 APPENDIX E VARIANCE FROM CRITERIA terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 June 14, 2022 Catherine Trotter Town of Fraser P.O. Box 370 Fraser, CO 80447 To whom it may concern: Terracina Design is proposing water quality ponds instead of full spectrum detention ponds to treat the developed stormwater runoff created from the increase in imperviousness from Grand Park 4W.1 (Site). Developed stormwater will enter the water quality ponds and excess undetained stormwater will discharge into Elk Creek before peak flows generated by the greater Elk Creek basin reach the stretch of Elk Creek abutting the limits of the site. The peak flows found in Elk Creek are established from larger upstream basins that have concentration times significantly longer than the flows developed on site. As shown on Final Construction Plans for Elk Creek Condos at Grand Park by TKE Engineering, Dated 03/06/19, the historic peak flow time of concentration for Elk Creek is 135.3 minutes to Design Point EC POA (See Appendix E). The largest calculated time of concentration for the Site is 28.3 minutes. Developed stormwater will enter the water quality ponds and excess undetained stormwater will discharge into Elk Creek before peak flows from Elk Creek have been established. The additional flows generated form the Site are negligible in comparison to the peak flows generated from the upstream basin and will not impact down stream properties. Code Section(s): Section 14-3-410 of the Fraser Municipal Code (a) The Town has adopted the Grand County Storm Drainage Design and Criteria Manual, Chapters 2 through 10, as its storm water detention/conveyance standards. All drainage appurtenances shall be designed and constructed in compliance with the details from the CDOT M&S Standards, the CDOT Standard Specifications for Street and Roadways Construction and the Urban Storm Drainage Criteria Manual. Sincerely, Martin Metsker, P.E. Senior Project Manager t.....er__racin___a design Landscape Architecture • Planning • Civil Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 ph: 303.632.8867 APPENDIX F REFERENCE INFORMATION terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 CONTACT LIST CURRENT LAMS OVIN2R. GRAND PARK 0H/F1044447 I IC 1. 2.525 30 VATFR 00. 00108300 50486 7.303972. 0855 C01TAC7 CI AT<I 1PSC013 ENGINEER: T1)10007 ENGINEERING (TKE1 990 COUM' ROAD 553 ,P032 2251 GRANNY. CO 80440 7. 970.2615260 001TACT TONY KRHIPIN 042 0ONS YOR CORE 73 CCL ANTS 1050 NEST I ITT ETON B VO. STE 109 Un03.720, CC 63120 T. 303.703.4444 GUITACT. MIKE PERNIIK HEDTECH, CT_ THOMPSON. INS. 1790 A 107 . ROAD, 02 PCP 499 BRECKENRIDGE, CC 60464 7 0701.RR-2017 CO<TACT, GEORGE BENECKE III ISSUE / REVISION TOWN Of PRASOP 4020 CPICR09 ' .0. 80X270 P'. 970-666.55 153 FRASER AVENUE LONTSOT. NAHLL DI 1901104 FRASER. CO 00442 r: 970. 726. 5401 CENTURY LUPIN CONTACT. JEFF CORBIN T, 470.879.046" CON 1501.151571 NAB CONSULGRC ENCINEER BOWMAN CONSULTINGGRUUP, LTJ 104742 40 COUNT' ROAD 604. STE 501 ROB 785 PRA. COLOM0080446 011I50P,, CO 5,440 T. 1170,9 -fl 9148 T 970. 087 X675 CONTACT 'HMG NBC. CONTACT: TONY HID DUTY [07744AN7 FEE PRMECT01 DISTRICT 44 UII ITY NOTIFICATION CENTER %0182967 SF COLORADO WINTER PAIN. 00.07050492 6501 GYOWGFFDS_ SURF 301 r. 970.728 5924 GOLDEN, CO 56401 CONTACT. TODD FOLMARTH T. 511 NOUN LAIN PAWELLIN PIC NOB ' 70 GRANEI'I, CO 80446 7 970,987,978 0007607, TODD 0,00,0010 2021-11-30 -. RERISEO W ATERLINES, SHIFTED W EST GAG U;E FOR BUILDINGS wF ADDED 2 FAN(IV0 SPACES - 0013 10-24- UPDATED 41100100 CONTROL FOR 410M0 UPDATE 2019. 09.09 -- RELOCATE B111001NG 16AS SERVICE 10 2019.04. 20 - ISSUED FOR 0lNSTR!CJION 0 - 2019.04. 17 - 00401020 PER711402 COMMNI G 8 201905.38- 50 0IONS PER TOWN COMMEN5 - 201449.15 - 900F HRF HYORAAT, .NC CONCFP[IN GAS AND H PURE TO NTH Pi PI AN 6 -- 201902. 38 - MOVE FIRE WORN, _OCATIO4S PER FIFE DEPA7 MENT 00964NTS 5 - 20130 .39 - ADO SAN SFWFO MAVHOI F AND 0SIN NORTH OF 81 D0 4 -. 2018:12_.10 -- REVISIONS PER TOW, COMMENTS 3 - 3013.019. 25 _ 00191020 PCPT0462 COMMCV3 FINAL CONSTRUCTION PLANS FOR ELK CREEK CONDOS AT GRAND PARK FRASER, COLORADO SHEET LIST 1 COVER SHEET 2 GENERAL NOTES 3 HISTORIC DRAINAGE 4 DEVELOPED DRAINAGE 5 DRAINAGE CALCULATIONS 6 SITE PLAN 7 EROSION CONTROL PLAN 8 GRADING PLAN 9 UTILITY PLAN 10 PROPOSED WATER PLAN & PROFILE 11 EXISTING WATER PLAN & PROFILE 12 EXISTING WATER PLAN & PROFILE 13 EXISTING SANITARY SEWER PLAN & PROFILE 14 PROPOSED SANITARY SEWER PLAN & PROFILE 15 SIGNAGE, STRIPING & LIGHTING PLAN 16 SITE DETAILS 17 WATER DETAILS 18 SANITARY SEWER DETAILS 19 SIDE WALK DETAILS 20 EROSION CONTROL DETAILS 21 PUBLIC ACCESSIBLE RAMP DETAILS 22 PHASING PLAN ENGINEER'S CERTIFICATION THESE CON DIRECT S SPECIH FOR THE CONDOS AT CRAW P.M. PREPARED BY ME OR UNDER MY N EIVRH TFE REO1IREMENTS OF THE TOM OF FRASER 6TAN .S. CMTRUCTION. 11/?01/21 RATE BASIS OF BEARING: THE NEST UNE OF THE NORTH WEST QUARTER OF THE SOUTHWEST QUARTER OF SECTI ON 28. TOWNSHIP 1 SOUTH, RANGE WEST OF T HE SIXTH PRINCIPAL MERIDIAN WHICH WAS ASSU MED TO RE AR 30,°1402"E . ORIGIN BENCH MARK: A CHISELED CROSS OF THE EASTERLY SIDE OF THE U.S. HIGHW AY 40 AND THE SOUTHERLY EDGE OF THE DRI VEWAY INTO THE EAST GRAND P PE PROTECTION DISTRICT PROPER, . ELEV.,569 .95 PR OJECT BENCH MARK: N.G.9 . (CONTROL POINT "N159 " RID K608971 . THE STATION IS L OC ATED 2 .4 MILES BY ROAD. NORTH OF FRASER. BETWEEN THE R AILRO AD AND U.S . HI GHWAY 40. NOVD 20 DATU M ELEVATION = 8483.78 TOWN OF FRASER APPROVAL BLOCK 1 41444 04010120, PLANS, AND CONI RAC 1000024110021201 40440 MR C00C.'I AND 041141100 [01FOR4VmE TO THE TOAM'S 11121,1031 STANDARDS ONLY, 400 THE RESPONSIBILITY FOR DESIGN 000200CY SHALL REMAIN WITH THE ENGINEER 07 RECORD . THIS 9201241 ROCS NOT PIP VRESPONSIBILITY 01' EITHER THE TORN OF 'RARER OR 473«., ENGINEER F OR COMPLET ENESS . ACCURACY OR CORRECTNESS Of 0,000,710H5 TI C RLVI0,4 JOGS NOT IMPS" TI NAT OCAM17100 Of ITEMS INDICATED ON 7110 PLAN S ARE THE 1130205 NTITIES 640014E0. THE KFIEC, SHALL NOT BE CCN076002 FOR AN REGSON AS ACCEPTANCE OF FINANCIAL 440123SIBIM' 81' TINE TOWN OF FRCEER CR 4017 OF 71 E REI'IEA'ING PARTIES FOR ADDFIONAL 114100 3300000111030500002111140 OF I LW SHO WN 1001 MAY Pt Pk0U1120 MIRING IE CONS 11001011 PHaSE. APPROVED FOR 000574007104 MITI I, ONE YEAR CF TI IE EARLIEST OFTI IESE DATE S. BY BY. TO WN OF FRASER DAT E TOM ENGINEER DATE EAST GRANS FPD. 04 DATE CD 0 CC 1,1 0 CC L, 1 0F22 ELK CREEK CONDOS AT GRAND PARK FRASER. COLORADO 80442 410rr11,11,1, 1 0 1,un rr" .m+_ w 111111111111111111 111111111111111 11/11 "hYSVA"Id, a0//IL . F,,, m11vvN,MP,4 , II�4,ll'��d� OAnao Ph0K-ELK CREEKa0WDOS [WOVAaE Fifpair ap l0 -oprairseonr CLa ra I, De.Icp,err . 1 1. Le rn -nerm w. Fe,,:u 20,12 pr mared Ne n,r. rE TILE EL, ern, .LLG, Colprark 9OrILL . 2� L(C 21 .. 2A I._ nLr i nd hcv�Tr li aural the .ler s c unll na ne m seulA: ut, nvAn P,: opm .9 to m,e .Work, In na s lediem-n,,n a. ir; hrn w:r,aL.nrz LYi aek. Ines umn,n,Lnculo be el:ER°Lod en of mc rosr1r In, peek porn in LILL, . herLlr D LL -,J_ .cJ on., ', un Fras,,lor,dr. ,Ilano Lru,"'Ynycrilir, uv .c _l.n _,iLjo d '14,10;,Ir I inle, ars 1,11 I IILInertrum Dew., IA no onl tr., JILL, Lrlurne arf ',Oe n,' rent ro-rir,. up AINan LILtrir LIrnrIn J rag,: ,1111 pal • In LIL CreLL. , 2., hum ulcr r ut. rum Grand IV. LInvelusr sc r 1, Mar Run-off coefficients . i. -.l ayece_ r in L'InnLal rnIumcs I, I, and 43. rem rale tn 41,D, la ▪ d - =▪ CC CV CC VD St 4oF21 'RAH, 11H ) \ 9888 ELK CREEK »a ac D PARK FRASER. COLORADO , 1151,1, fE191, 919,11991, 9;11/116, a ; 2; %MCC' 9a BACK POCKET DRAINAGE MAPS terracina design Landscape Architecture, Planning & Engineering 10200 E. Girard Avenue, A-314. Denver, CO 80231 PH: 303.632.8867 5/2312022118 PM MIKE GUIFFRE X \15-003 METER LOT 2-GRAN0 PARK \CAD\PLA NS\SOUTH-PRELIMINARY COS\ORAIANGE\EXISTING ORAINAGE D'WG 0 N CONDO S AT ELK CREEK - PA 4W. 1 TO WN OF FRASER, COLO RADO EXISTIN G DRAINA GE PLAN terracina design 11/23/2022 10 03 AM MIKE GUIFFRE X\15-003 NIEVER LOT 2 -GRAND PARK\CAD/PLANS\SOUTH-PRELIMINARY CDS\DRAIANGE\PROPOSED DR AINAGEDIAG 0 N I CONDO S AT ELK CREEK - PA 4W. 1 TO WN OF FRASER, COLO RADO PR OPOSED DRAINA GE PLAN terracina design TEMPORARY DRAINAGE EASEMENT AGREEMENT THIS TEMPORARY DRAINAGE EASEMENT AGREEMENT (the "Agreement") is made and entered into as of the day of , 2023, by and between CORNERSTONE WINTER PARK HOLDINGS, LLC ("Grantor"), and GRAND PARK DEVELOPMENT, LLC a Colorado limited liability company ("Developer"). RECITALS: A. Grantor is the owner of the real property located in the Town of Fraser described and depicted in Exhibit A attached hereto and incorporated herein by reference (the "Easement Parcel"). B. The Easement Parcel is intended to temporarily capture drainage from Johns Drive until such time as the parcel is developed and permanent drainage can be constructed. C. Grantor and Developer are affiliated entities. D. Grantor and Developer desire to establish a temporary non-exclusive drainage easement for the benefit of the Developer over the "Easement Parcel". NOW, THEREFORE, in consideration of the foregoing and the covenants and agreements hereinafter set forth and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereby agree as follows: 1. Grantor does hereby grant, bargain, sell, and convey to the Developer a temporary non- exclusive easement over the Easement Parcel for the purpose of construction, operation and maintenance of temporary drainage facilities (the "Easement"). The Developer shall have the right to construct, maintain, repair, replace, enlarge (within the boundaries of the Easement Parcel) and operate such drainage facilities, and other structures and improvements as are necessary or convenient for the above -described purposes. The Developer shall be responsible for installing, at its expense, the drainage improvements on the Easement Parcel. After construction of such improvements, Developer shall maintain such improvements, at its expense, until such time as said improvements are replaced with permanent drainage facilities as a part of the development of the parcel. The Easement shall be only for the surface use of the Easement Parcel, together with so much of the subsurface as is necessary to fulfill its purposes. 2. Grantor hereby agrees that within the boundaries of the Easement Parcel, it shall not substantially interfere with or inhibit the Developer's ability to utilize the Easement being granted herein in a safe and convenient manner for its intended purpose. 3. This Easement shall provide temporary access as described herein until Grantor or Developer records a deed or a final plat establishing permanent drainage facilities with associated easements which shall have the effect of terminating this Easement as to the Easement Parcel, or the portion of the Easement Parcel, as applicable. 1 4. Grantor reserves the right to grant further easement interests in the Easement Parcel to other grantees so long as such interests do not adversely affect the use of the Easement Parcel by the Developer as described herein. Grantor reserves the right to use and occupy the Easement Parcel for any and all purposes consistent with the rights and privileges granted herein. 5. Grantor warrants that it has full right and lawful authority to make the grant herein described, and promises and agrees to defend the Developer in the exercise of its rights hereunder against any defect in its title to the land involved or its right to make the grant herein described, subject to all easements, restrictions and rights of way of record. 6. Each and every one of the benefits and burdens of this Easement shall inure to and be binding upon the Grantor and Developer and its successors and assigns and upon the representatives, heirs, executors, administrators, successors and assigns of Grantor. Wherever the term Grantor or Developer are used herein it shall mean Grantor and/or Grantor's successors and assigns and Developer and/or Developer's successors and assigns. The burdens and benefits hereof shall run with the Property and any person or entity that acquires any interest in the Property as described herein shall be bound by the burdens and entitled to the benefits hereof. 7. The undersigned, being the authorized representative of Bank Midwest, N.A., (the "Mortgagee") the holder of a beneficial interest in and to the Easement Parcel, under Deed of Trust Recorded at Reception No. 2005-014724 of, the Grand County, Colorado Real Property Records, hereby consents to this Agreement and agrees that the lien of the said deed of trust is hereby subordinated to this Agreement. IN WITNESS WHEREOF, the parties by and through their duly authorized representatives have executed this Agreement on the date first above written. [THE REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] 2 GRANTOR: CORNERSTONE WINTER PARK HOLDINGS, LLC, A Colorado limited liability company By: C. Clark Lipscomb, President STATE OF COLORADO ) )ss. COUNTY OF GRAND ) The foregoing instrument was acknowledged before me this day of , 2023 by C. Clark Lipscomb, as President of Cornerstone Winter Park Holdings, LLC, a Colorado limited liability company. WITNESS my hand and official seal. My commission expires: Notary Public 3 DEVELOPER: GRAND PARK DEVELOPMENT, LLC a Colorado limited liability company By: C. Clark Lipscomb, President STATE OF COLORADO ) )ss. COUNTY OF GRAND ) The foregoing instrument was acknowledged before me this day of , 2023 by C. Clark Lipscomb, as President of Grand Park Development, LLC a Colorado limited liability company. WITNESS my hand and official seal. My commission expires: Notary Public 4 MORTGAGEE: BANK MIDWEST, N.A. By: Title: STATE OF COUNTY OF )ss. ) The foregoing instrument was acknowledged before me this day of , 2023 by as , the authorized representative of Bank Midwest, N.A. WITNESS my hand and official seal. My commission expires: Notary Public 6 6/23/2023 10:53 AM ; X:\15-003 MEYER LOT 2 - GRAND PARK\CAD\EXHIBITS\PRELIMINARY CDS - GRAND PARK 4W.1\2023.06.13 - EASEMENT EXHIBIT\GRAND PARK 4W .1 - EASEMENTS - 2023.06.23.DWG; Terracina Design 30 -Sep -22 Gr and Park De velopment Appr ovals 2005 PDDP - Grand County R eception # 2005-012709 GRAND PARK MEADOW Plannln Area Approved Density Prior to Transfer Transfer/C onversion Approved Density after Transfer/Conversion Plann in g Area Planning Area Acreag e PDDP Reside ntial Units L odgi ng Units Commercial Sq.Ft. Density Transfer D ensity C onversi on PDDP Residential U nits L odging Units Commercial Sq .Ft . D etached Attach ed C omments C omm ents D etach ed Attached 1Wa 30.3 230 300 140,000 230 300 140,000 1Wb 5.9 40 40 2W 33.8 150 100 278 30,000 150 109 278 30,000 3Wa 8. 2 95 -27 detached units (to 4w) 68 3Wb 11.8 50 30 50 30 3Wc 12. 0 60 70,000 Converted 21 Attached to D etach ed 21 44 70,000 4W 112 100 105,800 130 105,800 5W 17.1 70 30 -5 detach ed units (to 3Wc)- 9 attached units (to 2W - 3 to 4w) 65 18 2300 (Golf/DS) 161.5 Subtotal 270 685 286 669 Grand Park Mea do w Total 291. 8 955 578 345,800 955 578 345,800 GRA ND PARK WEST Plannln Area Appro ved Density Prior to Transfer Transf er/Co nversi on Appr oved Density after Transfer/C onversion Plan ning Area Planning Area Ac rea ge PDDP Residen tial Units Lodging Units Commercial Sq. Ft. D ensity Transfer Density Conv er sion PDDP Residential U nits Lodging U nits C ommercial 59.Ft. De tached Attache d C omments C omm ents D etach ed Attached 6W 4.0 7W 37.4 50 90 50 90 8Wa 58.2 83 110 83 110 8Wd 9 40 40 9W 23. 8 33 73 200 20,000 33 73 200 20,000 1OW 40.8 40 134 350 30,000 40 134 350 30,000 11W 16.1 10 31 50 10 31 50 12W 26. 5 92 100 92 100 13Wa 217 40 40 13Wb 37.7 40 40 14W 72.1 117 117 15W' 264 12 12 16W' 92 90 90 17W' 121.8 120 120 18W 242 61 61 19W 47.4 40 70 40 70 20W 40 26 56 26 56 21W 13.4 20 30 20 30 23W (Golf/05) 306.6 Subtotal 782 726 782 726 Grand Park We st Total 1,019.1 1,508 700 50,000 1,508 700 50,000 GRAND TOTAL Plannin Area Approved Density Prior to Transfer 1 -, - _ _ n_-_cn Approv ed Density after Transfer/Con version Planning Area Planning Area Acreage PDDP Residential Units Lodgin g Units Co mme rcial Sq.Ft. _ - -. . . PDDP Residential Units Lodging Units Commercial 54 .Ft . De tached Attached _, , -_ — Detached Attached Subtotal 1,052 1,411 1,068 1,395 TO TAL 1,310,9 2,463 1,278 395,8001 2,463 1,278 395,800 Residential Platt ed In -Proc ess Remaining Reserve 0 230 0 40 55 204 0 68 0 57 23 65 0 84 46 70 13 13 0 399 204 352 13 R esidential Pl atted In -Pr ocess Remaining Re ser ve 0 0 0 140 0 193 0 40 0 13 106 0 95 174 0 29 41 0 92 0 40 0 40 0 117 0 12 0 90 0 120 0 61 0 110 0 82 0 50 0 0 0 137 1,508 0 Residential Platted In -Process Remaining Reserve 399 341 1,860 13 GRAND PARK PLANNED DEVEL OPMENT 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 VICINITY MAP NORTH 0 1500 3000 6009 SCALE: 1"-3000'-T O WNER PLANNER ENGINEER/SURVEYOR Corne rstone Winter Park Holdings, LLC Gage Dav is A ssociates Carroll a nd Lange 47 C oo per Creek Way 475 W 12th A ve nue 46 C ooper Creek Way Suite 321A Suite E Suite 328 Winter Park. CO 80482 Denver, Colorado 80204 Winte r Park, Co lo ra do 80482 (970)728-8600 (303) 893-4288 (970) 726-8100 VEY OR'S CERTIFICATI ON: ur veyor i nsuring the accu ra cy of the surv ey and plan and certifying th at he vements of Colorad o Re vis ed St atutes , 1973, Title 38. Articl e d the bon s in the pr eparati on of the plan, to be in sub .' a. y th e foll owi ng tom , a duly r egi st er ed land s. - - in the St ate of :.rado, do her eby certify that thi s pl an of Grand Park truly and corre ctly r eareu e .=-. s of a surv ey mad e by me or u nd er my direction, and th at s aid pla n compli es with th e - of Titl e 38, Article 51, C ol orado R evised Statute s, 1973 , and th at the m onum e.: --. wired by said Sta . - -nd by th e T ow n of F ras er Subdivisi on R egul ations have b een pia.-. , e gr ound . CERTIFICATE FOR APPROVAL BY THE PLANNING COM MISSION: The Pl anning Co gnis sion of the Town of Fraser. Colorad o does h er eby auth orize and approve this pl an . Appr oved thi s2Z day o1k varo-.P ae c6. BY: 'Zf Patty Su e Su e Co ulson, Pl anning C ommi ssi on Ch airp erso n CERTIFICATE FOR APPROVAL BY THE TOWN BOARD: Approved and all public dedications accepted this �tlay of !Ye✓trip— ; by3he Fraser Town Board. The Town of Fraser does not assume any responsibility for the correctness or a ccura cy of any informati on dis clo sed on this plan nor any r epres ent ati ons or information presented to the Town of Fra ser which i nduced the Town to give this 088ificate . F ran Co ok, Mayor, Town of Fraser SHEET INDEX COVER SHEET 1 OF 11 LEG AL DESCRIPTI ON 2 OF 11 LAND USE& 3 OF11 DEVELOP MENT NOTES SITE ANALYSIS 4 OF 11 O�C -©1 � 7 Oi PLANNIN G AREA CO MPARISON 5 OF 11 J LAND USE PLAN 60611 PRELI MINARY 7 0611 SEWER PLAN PRELIMINARY 80F11 WATER PLAN PRELI MINARY 9 0F11 GRADING PLAN CON CEPTUAL 10 OF 11 DR AI NAGE PLAN M ASTER R OADWA Y PLAN 11 OF 11 AN AMEND ME NT OF THE RENDEZVOUS 2003 PLANNED DEVEL OP MENT DISTRICT PL AN D ATE: JUNE 16, 2005 ST ATE OF COL ORADO aryof C RAe �`so ROS ill -e .ss 111 '8" COVER SHEET SHEET 1 OF 11 DEDICATION AND NOTARY CLAUSE: KN OWN, M EN SY THESE PRESENTS, T HAT CORNER STONE VGNTER PARK H OLDI NGS LiC. JEFFREY R. JO HNS. FRANK J. „OHNS WILLIAM A. JO HNS , DAVID XL JOHNS, CHRISTOPH ER JOSE FIL JO HN S. PHILIP ALAN .LOHNS AND CATHERI NE ELAINE ... GT ARE THE OWNERS OF THE REA L PROPERTY SITUATED IN THE T OWN OF FRASE R, G RAN D COLA,. COLOR ADO, MO RE FULLY D ESCR I.D AS FOLLOWS, GRA NO PA RK ... NORTH PAR CEL, °ET RE SOUTHWEST °GA RTE R OF THE SO QUA RTER OP S.53.D NE OF 1HE S OUTHWE ST QU ART ER 0, WEST 01/MTER OF TH ENC E NOR TH 5747 1,5 EAST ALON G SAG NORTH U NE. A DISTAN CE OF 1316 .72 FEET TO THE NO RTHE AST CORNER OF THE SOUT1GGEST QUARTER OF THE SO LGHWEST QU ARTER OF SG D SECGON 50 . THENC E NOR TH [Gfi TOG E AST. X. ONG THE NO RTH ONE OF THE SOUFHEAST QUA RTER OF T. SOUTHW ES T QUARTER OF S. GO SECT IO NS , A IN STAN CE OF 472 54 FEET TO T PON,. THE WES TE RLY RI GHT- OF-WA Y UNE OF S FIG HW AY THENCE ALONG wOGE STER LV RK;HTOF VAY U NE THE FOLLO WING ELEVEN tlli COU RSES 1. THENCE SOUTH fLEL .G1' EAST. A SG -LAN CE OF 423.92 FEET; 2. ENCE SOU L, 5 5.17. 18' EAST, A D IST AN CE 0 ,297.56 FEET ',AEON,. ON A CURVE: 3. THENC E.... -.EAR° OF NON-TA NOENT CURVE TO THE RIGHT HA GN O A CENTR, ANGLE OF WW1, A RAMS OF 2754.80 FEET. AN ARC LENG TH OF 177. Sr FEET.R ND A CHO RD T I-GT BE ARS SO UTH 61,25GLEAST, T HE NC E SOUTH 5r10,51. E AST, A DISTANCE OF 38.65 FEET, 5. THENCE SOUTH 57,53, EAST. A DISTANCE OF 555. 50 FEE , 6. THENC E SO UTH Brum. E AST. A DGT ALICE OP 1432 55 FEET: 7. THENCE SOUTH 66,114 EA ST. A D ISTANCE OF 346 55 FEE T TO A PONT OF CU RVAT URE , 9. T HENCE A LONG T. ARC OF CU RVE TO THE MO RT HAV NG A CGLGR AL MOLE OF 1,43-50'. ARA MS OF 1366. FE ET. AND AN ARC LEN GTH 0 E575. 01 MET, 9. THEN CE SOU TH 40,17,14" EAST, A DIST ANCE OF 15.. .FE ET TO A ECG, OF CU R,TURE. D C OLIN, CLERK AND T HEN CE A LO NG TILE NO GITERLY ArDWESTER LY BOUNDARY of SAID TR ACT,. THE EOLLO NINC TH REE f3, CO URSES, ',TH EN CE SOU TH 7. 1`121,-,L fE ST. A OISTAN CE OF 174.41 FE ET ; 2. TH EN CE SOUTH 15.3.G. 50. EAST. A D IS TA NCE OF 555.54 FEET; T.NCE SOU TH ...54SG EAST, A OG TAN CE OF 27.08 FEE T TO A PO IN T ON A CUR VE ON TH E NORTHERLY G RANO NTY CL ER K AND RECORDER, THENCE >ALON G EGO NO RTHERLY RIGHT.OR WAY UNE TH E FOLLO WING TEN GO, CO URSES: 1.11tENCE ALONG TH E ARC OF A NO N-TANOGNT CURV E TO TH E MONT N AV IN:, A CE NTRAL MO LE OF 3.0.5,757, RAMS OF 157. 3.1 FEE T, AN A RC LENGTH 0E57 99 FEET, AND A CHOR D TH AT BEARS SOUTH 53,911. WEST, G THENCE SO UTH EGfESIT WEST, A DISTANCE OF 112.5 FEE T, 3. THENC E SO UTH 89. 01,1, WEST , A DISTANC E 0 ,1592 5FG, r HENC5 SOUTH 07. 10-33" G EST, A N UANCE OF 30.53 FE, 5. THE NCE SO UTH 87 .10,2',GGST. A DIS TAGCE OF 55.38 FEET , THENG E SOUTH 57. 16. 57LG EST. A DISTA NCE OF S-5,09.ET TO A PO INT Di, A CURVE : 5GC OF A NONTA NOEN T CURVE TO THE RIGHT HAV ING A CE NTR AL. A NG LE OE 55, 3618. . A MA RC LENG TH OF 28.40 FEET. AND A CHORD IR AT BE ARS NORTH 7. 0,31,. WES T TO A PO INT 9. THENC E AGO NO THE MC OF A CURVE TO T HE L EFT HAG. A CE NTRAL ANGLE 0,71, 15.` , A RAMS OF 225. 49 FEET, AN AEG LENGTH OF 25.5. 91,FEEIL *G OA CHOR D T., BEA RS Nt.TH IGGLIT W EST TO A POINT., COMPOU ND LIN5 OF THE SOUTEGE ST QUAR TER OF THE S OUTHWEST ...ARIT A OF G GO SECTION 28, THEN RECOR DS OF 1HE eG,140 COU NTY GAG ER. T .NC E. AL ONG THE EASTER, NOR THERLY AND WESTER LY BOUNDA RY OF G AID ,LING G. CRO SSING SOL. 2 THENCE SOULE 55,01 5` WEST, A DISTA NCE OF 15,. 15 FE, 3 T HE NCE SOUTH 5. 5536Gr EA, A DIS TANCE 0E145 06,5E, a. THENCE STANC E OF 151.45 THENCEIALON A oNORTMERLNOR THER LY ,AAY °THEF O GTW ENTMTWOG CCOURSES 3.GLENC E NORIT 1075.710,GE ST. A DG TANCE OF 102. 79 FEET TOG P OINT OF SPIR AL C URV ATURE; a. T HE NCE ALONG T. ARCS OF A 100 POOL OUT SGE OFFSE T TO A SE AR LES SPRAL CU RV E TO THE L EFT HAGNG A COM BINED AR C LENGTH OF 202. 15 FEET. TH E CHO RD OF VGLCH BEMS NORTH 10,59. 8. GEST A DISTANCE OF 2.01.G 1 FEET TO A POINT DE CURVANRE: 6. THENC E ALON G TH E ARC S OF A 15E FOOT OU TSIDE OFFS ET TO A SEA RLE S S PIRAL CUR VE TO GLE cordss iss AR CL ENGTH 0E202 10 F EE T. THE C fLORE OF GHIC H 0. ,,RS NOR TH 575, G3, ,,GST A DISTANC E OF 201 7 THENGLE NORTH 5-5,1G10. GE ST, A DiSTA NCE OF 217 SR FEET TO A POINT OF SPIRA,LCUR VAIGR E: 8 THENC E ALO NG. THE MC 5 OF A IDS FOOT LN SGE OFFSET TO A SEARLES SPIRAL CURV E TO 'ME RIGHT HA A COLASINES ARC. LEN GT H FE, TH E CHO RD OF WH IC H sEAR s NORT H 5.3'51,,EST A DIST ANC E S TH ENC E AW N:, T HE ARO OF A CURV E TO THE RIG HA VING A CE NT RAL. AN GLE OF 23 .155, A RADIUS OF 276.1.5.1 FE ET, PG ARC LENGTH OF 1118.78 FEET. AND A C HORD THAT BE ARS WRTH 45 .56.15 ',VEST TO A P ON T OF SPIRAL CU RVATURE '. 10. THENCE Ar ON G TH E ARCS OF A 100 FO OT INSE E OFFSET TO A SEARLE S SP., CU RVE TO h. M ORT H AGNG A C OMEG NE D A RC L ENGTH OF 235.6a E GE T. T HE CHOR D OF SEA RS NO RTH 32-29,18,,EST A DISTANCE OF 22 .5 .G., FEET. 11 TH ENCE NORT H.31 .555C, WEST, A DISTANCE OE 470 .10 PG, TO A POW,- OF S PIRAL_ C URVATURE 12. THENCE AL ONG T. ARC S OF A 150 F OOT OU TSIDE OFFS ET TO A SEARL ES S FR, CU RVE TO THE LEFT H AL,. A CO MBI NED ARC LENGTH OF 29,10 F EE T. TH E CH ORD OF GliGH .ARS NORTH 3 ,17,1 ,5 ' WEST A DISTANCE OF 2E1 Ga FEET TO A FON T OF C URVATURE. 1E. THE NCE ALONG THE A RC OF A CURVE TO THE LEFT LA,,N O A CENT RAL ANG LE OF 15.5=3. 525,, RAEGLS OF 916.75 FEET. AN MC L EN GT H OE 1.1 58.83 FEET. A ND A CHO RD TLG T B EARS PLORTH .75 '2 21,5L WEST TO A, P OINT OF SPIR AL CU RVA,RE: 15 , T. NCE SOUTH 52G GGT G EST. A DISTANCE OF 77 .31 FEET TO A EC5NT OF SPIR AL CUR VATURE; T HENCE ARCS OF AG. FOOT 111 GDE OFFSET TO A SGMLES SFR, CURV E TO THE RIG HT HA,, NO A .G.T5AB=TAcR,CcLZG AT=.17 .5.,"2 FEE, THE CHO RD OF W HiCH GEARS SCGIG 55.24,51' G EST A DISTANCE OF 175.79 PEE T • '• ArLf Nr=4 .42 'Frj.9fiTG' Ht1=f11==STrA;.19A 7STArETT= FE ET, 15. T HE NCE NORTH ISG EGG EAST. A DIS TA NCE OF 155.30 FE, TO A FOGG OF SPA, C UR VAN RE, SO . THEN CE AL ONG THE MOS OP A GO FO OT OIR SID E OFFSET TO A SEARLES Sf,RAL CUR VE TO 1GE LEF T RAM O., Ca,IG NSD AR C LENGT H OF 21,21 ., FEET T. CHORD OF WHICH SEARS N ORT H 15 .37 '5, EAST A DISTA NCE OF 251.55 FE ET TO A POI NT ON T HE ,S£ST LINE OF THE S OUTENVEST QU ARTE R OF THE SOUTH WEST QUA RT ER OF SAG SECTION 20, THENCE NORT H . .9644 . WES T. AL ONG. SAG WEST LINE , A 5,STA NCE 13535 FE, TO T HE POINT OF BEGINNING, &GS PAR CEL C ONTAIN S A TOTAL A REA OF 1.972 .035S OLGRE FEET OR Z57 .52 ACRES, MORE OR LESS. THAT PAR T OE THE SOUT HE AST QU ARTE R OF THE SO UTGA GSTOLLAR ,E,OFS ECG ON 20 . TOWNSHIP 1 SOUT H. RA NG E WES, OF T HE GIGH PRNC,P AL ME RGIAN, TOWN OP FRAS ER. COUN TY LT GR AN D, STAT E OF COL ORADO, OESC RGED AS . f!te,E.NCIN O AT TH E NORTHGEST CGT ERN, THE S OU THE AST QU ARTER OFcT RESETTHW EST.R TE R OF SAG sc,1"0 0,51, CONSGERIGo,T=tr,f, EC G -ME SO UTH EAST QUA RT ER ET. 0, T SUMTER OF S AID THENCE SOU TH 0,16,,,r EA ST, ALONG S AI D WEST UNE, A DIS TAN CE OF 5E2.71 FEET TO T HE PONT OF BE OINGIN G: THENCE NOR TH STOW EAST DISTANCE OF 333.77 FE ET: THENCE SCGTH COGEGY EAST, PARALLEL GITH THE W GS T U NE OF T HE S OUTHEAST °VA RIER OF THE S55,THWEST QUARTER OP G AG SECLIO N GO. A DG TA _NCE OF 652.55 FEET, THENC E SOLGH 85, 13,5' WEST, A DIS TA NCE OF 333,5/FEET TO THE WEST L NG OF T. SOUT HE AST QUARTER OF T HE . SOUTGGE ST QUARTER OE SAID SECTION GP, THENCE NOR TH W16,, WE ST . ALONG. THE WEST UN E SF THE SO UTHE AST ° GAR TER OF TH E SO U-R.: EST QUARTER OF SA ID SEGTION. 29, A OGT AN OE OF 552. 55 PEE T TO T ILE POINT OF BE GINNI NG; SA G EXCEPTION PARCEL CONTA,N S.MEA OF EGG. SQ UA RE FEET OR G50 AC RE S, FIOR E OG LESS . SAG WEST MO UNTARL NORTH PA RCEL CON TNNS A NET AR G5 OF 12.755,C,S ODARE FEET OR 292 .82 ACRES . GORE OR LES S. AFT ER EXCEP T., G ROW PARK -S-0 11Pi PARCEL. PARTS OF SECT ION S ZS, 30,1, AN D 32, TO WNSHIP 1 SOU TH. R ANG E 75 ',GEST OF T HE SAG 1P OF G RAND . ST AT E 0 ,01.01,00. 8 EING 510. PARTICU LARL Y DE SCRIB ED AS FO LLO GS BEGILO IRG , AT THE SOUTA NES, CORNER OF GLE SOUTHE AST QUA RTER OF SA G SE CTION 31 AND CONGSEENG THE LLGST UNE OF SO UT.A ST QU AR TER OF SAID SECGON 31 TO KAP NO RTH W553. , WES T WITH ALL SEMEN°. CON TA INE D HEREIN EGLATNE TH ERETO : OR TH OOf .G. TYL GST,,ONC SAID G EST LINE, A OG TANCE OF 2,51.8.30 FEET TO T. NORTHWEST CORN ER OF TREA ST QUA RT ER OF SAO SECGO N 31, ,Sga tI• ONo.,3. ,1,,,:„A r:ST0=0;,1,,,Irro SXET TO TH E NORTHWEST COR NER OF THE SOUTHWEST QUARTER OF THE T HENCE NORTH GeGEG GLWE ST A LO NG 'HE WE ST ILNE OF THE NORTHGESTOUA RTER OF THE NO RT.A 5T QUARTER OF MID SECTION 31,A DISTA NC E OF... 43 FE, THEN CE NORTH 43.55f2r E AST. A GSTML E OF 1215 .5E , TO FRONTO N TH E NORTH ILNE OF T HE NO RTHGEST QUARTER OF THE NORTHEAST OLLMT ER OF SAD S ECTION S, THEN CE NORTH 55, 751. 7. EAST. ALONG G GD NORTH LI, A GST AN C5 OF 450 42 FEET TO -ME NOR THEA ST CO RNER OF GLE. NO 5TH,,EST O UAR IER OF TH E NORT HEAST Q UAR TER OP SAG SE CTION al. T HENC E NORTH 50,52 .2GAS ST ALONG THE WEST L INE OF TH E SOUTHE AST QUAR TER OF THE Sla,HEAST QUA RT ER 0£ SA ID SECGON GI A OGTANCE OF 1317 5SFEET TO TH E N ORTILVEST CORNER OF THE SOUTHEAST QUAR TER OF TH E TH ENC E NORTH 5,,< G5T WEST . ALONG THE GG ST L IN E OF THE NORTHE AS T QUA RTER OF TH E SOU TH EAST QUARTER OF SA ID SECT., GI A GSTANCE OF W21 FEET; S ECGON SO , ',S TANCE OP 1307.30 FEET TO A PC5NT ON TH E EA ST LINE OF THE NORTHEAST °GARTER OF G LE UTHEAST QUARTER OF SAG SECTION.: T HENCE NOR TH 0.4 16 WES, ALONG SAID EAST ONE. A D IS TANCE OF 771 59 FE ET TO THE NORT HEA ST CORN ER OF T HE N ORT HEAST QUAR TER OF THE SOUTH EAST Q UAR TE R OE SA G SECTION 30, THENCE NOR TH 05,34G9f WEST ALO NG THE EA ST LINE OF T HE NORTHEAST Q UARTER OF SAG SEC TION SO, A OLSTA NC E OF 2. 72 PEET TO THE NORTHEAST CORNER OE THE NORTH .ST QUA RTER OF SAC SECTIO N 30, G'FTTRE'C'OrIgSfY CLERK AND REC ORDER TH ENCE ALO NG G LE WESTER LY A ND SOUT HER LY BO UNDAR Y OF SAG PARCEL THE FO LLOWING rNO GI CO URSES 1 THENCE SC OT , 00 .34,1, EAST, A DISTANCE OF 27 FE T CO RN ER OF SAID PA RCEL , 2 T HE NCE NO RTH PS ,17 13. FAST . A °GLANC E OF 147 45 FEE T TO APO LIN E OF THE UNG N PACEGC THENCE A SAI D SOUT HE RL Y fiGHL. OF-WAY .UNETHEF OLLO ,GNFN r G AO CS, COU RSES: 1 TH ENG GE A N ON -TAN GENT CUR VE TO THE LEFT HAVING A CENTRAL MGLE OF 12,53'14'. A RAW, OF el- OF ISM BE FEET. AND A CHO RD TH AT BEARS SOU, G5 f5.7 ,53L FAST TO A PONT Of 555 5a1 a. THENCE NORTH 52 a515 EAST. A DIS TANCE OF 1,7.31 FEET TO F OGG OFsaNICURVAT URE. 6. THENCE AL ON G THE ,R CS A IOC FOOT IN SD E OFF SET TO A SE ARLES SPIRAL CURVE TO THE GEHL HAVING A COMBI NED ARC LENGTH OF 1 .7S 42 FE, THE CHO RD 05,111CH .ARS NORTH 55.2,S1 ' EAST A DIST ANCE OF 175 .75 FEET TO A PONT OF CUR VAG .,25. S. GLENC E A rONG T. PRO OF A CUR,E TO TH= RIGH T HAVNG A CE NTRAL ANC,E OF GY35 20, R AG. OF 615.78 FEET . AN MG LE NGTH OF 5,57 .53 FEET AND A CHORD THAT BEA RS S OUTH 75...G r 5AST TO A PO NT OF 5.55,1 GURV ANRG A P ONT ONT. WES T ON E OF T HE NOR THGG STOLGE TFER OF THE NORTHEAST OUMTE R OF S .L, SECTION., 7,GIENCE S OUTH GILLGI G E AST.G.ONG .5, VEST UNE. A DISTANCE., 241.71 FEEL 10 THE SO UTHGEST COR NER OF THE N ORTHWE ST QU ARTER OF T HE NORT HEAST Q UAR TER OF SAI D SEGTIONL. [01.4 .AT:ESciff4 H4r;PLE,A,,Scl 0!AsAGX,H=G1, UNE OF THE NORTHWEST QU ARTER OF TH5 NO RTHEAST QUA RTER 9. T HE NCE S OUTH 31'5540" EAST, A DISTAN CE OF .G .G5 FEET TO A PONT OF CURV AIGRE, 10. THENCE AL ON G THE A RCS OF A MGM, ...OFFSET TO A GE ARLGS SPRAL CURVE TO T HE LEFT HA VFN O A _G .0011A1B,IfoTr Acf7cL=24.1.3.7 FE,, THE CHORD OF L,GH B EAR S SOUTH 32.3G31.EAST A DIST ANCE OF 2.1 4 35 FE ET 12 THE NCE...LSI,. ARCS OF A 10.0 FOO L .LTSID E OFF SET TO A SEARLES SPIRAL CUR VE TO TRE LE, HA VIN G A COM BIN ED ARC LE NGTH 0 E55.75 FE, THE CHO RD OF GRICH BEA RS SOUTH 57f 5G51 . EAST A DLSTA GOE OF EGT,E, TO A POI NT ON :HE WEST LINE t,F THE S O.HE AST QUARTER OF 1HE N OR THEAST QUA RTER Of-LSAID SECTIO N., 13 THENCE SOUTH 55.31, EAST, SAM WEST ONE. A DISTANC E 0E14 .78 FEET TO -PIE SO UT HG ES T C ORNER OF TH E SOUTHEAGF QU AR TER OF TH E NOR TH EAST QUARTER OF S AG SECGO N 55. 14. THENCE NORTH...LW EAST, ALLL NO T HE S OUTH LINE °ETRE SOUTHEAST (GARTER OF T. NORIGEAST 0,1,0.'5E12 OF .S .ND SE CTI ON. , A OGTA NCE 23, G, LO A POINT ON A SPIRAL CUR VE, 15. GL EN CE SOOTH 55, G1G,AS T, A DISTANCE OF 217.82 FEET TO A P OI NT OE spir al CURVATURE; ' C'OZGTC 0, A GO FOO T NSI DE OFFS, TO A .ARL ES GGR AL C URVE TOT. !E.G..° A 5.51 FEE T, THE EGORD OF WGI CH BEA RS SO UTH 57.1,1 4' EAST A DISTANCE OF 175 75 FE, av TARCLENG FT.3aT .w FEE...ND ACHORD THATBE- ART rH sa o-a<o=XA' 0aPa F asw E°5 nsa_e BEer. T ALON G THE ARCG OF A 1W FO OI GNSGE OFFSET TO A SE ARLES S PIRAL OILGVE TO THE RIO, HANG ° A LEN GTH OE 175 52 FEET, THE C,,,R0 OF GLIGH BEARS SL A.G H 1E.263 1" EAST A INS TANCE GE 175 75 FEE T, 20 THENCE S OUTH cr. '', E.T .A DISTANCE OF 1,2E 4 FE, TO A POIN T OF GL rat CUR:WORE: S OF A GC FOOT OUTSIDE OFF.T TO R SEARLES SPIRAL OUFGE TO IGE LEFT HAVI NG, TURG TA 22 THEN CE ALONG IG E ARC OF A CU RVE TO THE LEFT HAVI NG A CENT R, AN GLE OF 1,32,,, AR AMS 5,81675 FE, AN ARO LENGTH OF 575.46 FEET A ND A CH ORD THAT BE ARS S OUT H 25.5 71 I' EAST TO A @ ONT.:THE C ENTERONE OF LGANO CREEK, AND RECOR DER, THENCE ALON G TN G HENOTHERLY. WESTER LY ALMS OUTHERLY RI GHTOFNAYLINES OFS AG OL D KING ROAD THE 1 . THE NCE NCR:G.51W, WEST, A DISTANCE OF 127 .21 FEE T: G. THENCE S0,115151.0211 . EAST . A DIST ANCE OF 115 .5.1 FEET TO A F ONT ON A CUR VE ON THE S OUTHERLY RIGH T-OF,NAT UNE OF F OREST TRAG RO AD. AS DEDICA TE D IN RO OK AT PA GE 2 88. OF T. REC ORD S OF THE GRA ND CO M', GERI, AN D RECO RDE R: THEN CE ALONG SAID SO UTHERN RIGHT-Cr-WAY LINE THE FOLLOWNG,W, GCOURSER: 1 TH ENC E A LO NG THE ARC OF A NON-TAGGENT CU RVE TO THE LEFT HA VING A CEN TRAL ANGLE OF 252701f , A RAD.. OF 875 Eff FEET. . ARC LENGTH CE 31245 FE,. , GO A CHO RD TH AT B EAR S SOUTH 57 .25 ,5" E AST TO A POIN T OF COM P.. S. TH ENCE A LO NG TH E A RC OF A CUR VE TO THE., GaGN G A CENTRAL ANGLE OF 0,04,4', ARAMS OF . ..GEED - A ND AN ARC LENGTH OF 1 '55 EEET TO A P OI NT ON A CU RVE ON THE GES TERL Y BO UN DARY OF A PA RC EL OF LA ND DE SCRGED IN 500K 35,5 AT RAGE 657 OF T HE R ECOR DS OE THE GR AND C OUNTY C LER K AND RECO RDE R. THEN CE ALONG.S.A10 lfrESTERLY SO GNOMY A ND AL ONG T HE A_R C 0, ANON - TAN GENT CUR VE TO THE LEF T HANG,. A CENTRAL A NGLE OF OGG, A RADIUS OF 14010 FEET, AN MC LEN GTH OF 345 FEE, A ND C HORD THAT s 11,82,` GE ST TO A POINT ON A CURVE ON LGE NO RTHE RLY BOINDAR Y OF LE LAND CREEK SL15 .01 VIGON REC RE CE PT iON NO 3.1-5123.315 OF TH E RE CORDS CF THE ORA. COON, CL ERK AND RECO RDER, THENCE 'GONG u ENORTHER LYA ND N ESI<.ERLY BOUNDA RY CE S AID LELAN DCREEK SUSOMSION T HE F OLLOW,. NC 1 THEN OE AZ.. THE AR C OF A W. -TAN GENT CURL, TO THE RI GHT HAVIN GA CE NTR AL ANGLE OF 13.1550% A R ADIOS CfF 850.00 FEET MARC LENGT,105 550 51 FEET, A ND A CHO RD THAT BEA RS NORTH 43,122G GEST TO A P ONT OE REVERSE TH ENC E SO UTH 3,27G 5' WES T. A DGTANCE 7.3 50 F EET, 5 TH EN CE SO UTH 5 .3.3P 5G ,G 5T. A DIST AN CE OF 52.13 FEET , GRAND PARK PLANNED DEVELOP MENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 S OUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO 7. T HENCE S OUTH 51.11 GG WES T. A DISTAWE OF 55..<5 FEET: 5. TH ENCE S OUL . 10 ,15,5' WEST, A GSTGICE 0E671.02 FE GL, 1, T HENCE NORTH 8,18.38' W ES T. A G1S TAN CE OF 52.16 FEET: G. T HENCE S OUTIL 19 .1.513- WEST , A INSTANCE OF 80,G3,,,, 12. THE NCE S OU TH 05 .0 2'32,EST. ',DIS TANCE OF 7,49, FEE T: 13. GiGNCE S OW, LG '3 642 . WEST, A DISTANCE 0E437.51 FEET, 15. THE NCE SO UTH EP TE GG' WEST, D.:ST ANCE OE 57.1.3", FEET TO T HE SOL GHWEST CO RNE R OF SAG LE LAND CREEIL SUL,C.SI ON, S AID POI NT ALS O BEN G ON 1HE CENTER,. OF L ELAND CREEK: TH EN CE AL ONG THE CE NTER NE OFLEL AND CR EEK T HE FOLLOW NO EL EV EN m; COURSES: THENGE SOUT H SOT TO, WEST . A EGSTANCE 0E226.55 FE, 2. THENCE SO UT H S EGGS, WEST , A DISTANCE 0E45 ,01 FEET, 4..E NCE SO UT H 57,3465 WEST . A DISTANCE OF 5.55,04 FEE T. 5. T HEN CE S OUTH...GT..1,5,A I NST ANCE OF 553.85 FE, 6. THE NCE SOUTH 276 ,45,LEST,P . DISTANCE OF 429.55 FEET. 7 THEN CE SOUTH 05.3.215. E AST, A DISTANCE OF 551 .1.8 FEET, S. I GENCE SOUTH 0,0612 W EST , A OGTA NCE OF 250.82 FEE, 9. GIEN OE SOUT H 2T STIT WEST, DIS TAN CE OF SSD Si F EE T, 10 .11LENCE SOUTH 55.32.28 . WEST, A DISTA NCE OF 1157 .3S FEE , 1.1.1114Ec.,i0,faHi ..7;1_,GLILgEST . A DI STANC E OF 3 51 .52 F EET TO A POINT ON T HE EAST LIGE: OF THE SOUTLIGLST THENCE SOUTH 01.27G, EAST, ALON G S AG EAS T LI NE, A DISTANCE 0E25 01 FEET. THE SO UTHE AST CORNE R OF 1H E SOLGHEAST QU ARTER OF S AG SE C,. 31; TH ENCE SOU TH 8 5`5 7.28,GST. ALO NG THE S OUTH LINE OF THE SOUTH EAST QU ARTER OF SAG/ SEGTIO N 31 , A DISTANCE OF 2555-97 FEET TO TH E P OW OF BEGINNI NG, SAID P AR CEL C ONTAINS AN AREA OE ea 34 723 .3 SQUARE FEET OR 1518 OS ACRES , MORE OR LES St ate of C oloado Co unty of `j fa e The fo reg oi ng iris... was ...pl edged befor e me Ws fd_Ltl ay e'er . , 2025, M C. Clerk Lipsc omb as Vice Presi. nt on .half of Cor nerst one Wiri er Park Holdings LL C, a Cobra. limited axblilty company. WITNESS my hand a. HP, seal N,Q6ticO (J Mrcomm ssiw, 003 533 94.6 Frank J ohns, n as Frank J. Jahns ll, inaivi0ualty aral as 22010 con ey-iftt Jeffrey R. Johns, WALIam A. Jahre,00,1M . Johns Christ opher Joseph Johns, Wag Alan Johns a nd Ca Elai ne 11,13 State of Col orado ?00 V/1 woos -o Cppntyefsn,.11ia7 ©9 r c 0. CGLOP Th e f oreg o, mstnarter1 was ack nowkdgedb eforemeth s 'aclay of Octob er. 2005, by Fraals J ohns. Frank., J ohns a ua y at as attorney n f act fd Jeffr ey R. Joh ns, William A J ohns , 05vi0 M. Johns, CMstophe' JOSeph J ots, Philip Alann0 500 aM Ca5,edne E!PM e WIHazJltt. TNESS my hand and ofic a seal Nr� m Iu on e S lab NO a:c ,.a . F COLOPA, AN A MENDMENT OF THE RENDEZV OUS 2003 PL ANNED DEVEL OPMENT DISTRICT PLAN DATE: JUNE 16 , 2005 LEGAL DESCRIPTION SHEET 2 OF 11 LAND USE AND DEVELOPMENT NOTES te. ose and d evel opm ent sta ndard s h ave tee n Pla nni ng Are a 1... .apio enaextent of its Bed use as iMi®t ea in thepa. �UM�O a aM ranch Rip We Na nning an an Sea the pees efine maintainGowns, ED Cr., me arl ewsi ...Cr eek and c pen was. Additi onal open sp ace is required nAthin ea. pWW. ano hydr o., Herta., n.e east are west fistis W EB Creek tlesigns ea public tail system. serving wrimil 5 y a nd icg e. linkages%O W p rovided. Trail const cation wiN N, ava st disturbance prin.. a nd b. owei v. to sew, par,. :Beds) designate dtraT.n saline woos . be dedic ated aw l,he Town of Fraser fee pu , us e and main te nance 4. Co nser va tion A lwrn ade impacts ..1. n vnq a Wrii,ort aPP 'opaat e t enor de sign an d csn tre l et do me stic kin in kn Is are rewired . 5. Publ. Fa cilities M aintan.co Parcels Tow. or Fraser fes roadway 'nark. , te Recrea tion we (51 acre s WI nodes .., Tow n of Fraser. ...WOW o2 re,g tar Fras er mee 014 Va lley eploys e59en t m dwekigvn5s wikbe provide d 020 1004 5 001nee t Be, et the Plan De nsity Trawl.. s Incr the Dowdy mays Plan ning toe bwa a nw dha tran sfer awliration. 0en 05may betransferre dto a Ptxm_n4 Area on. fm,g ,..e wa s D ow. Are a Wq ncit me require men t of a plan a men dmen t. H nsewer siy of Sie a st9a ad111 040geTrans fe r oex ceedin g occu r maim pla n amen dment.. aft7 5. 4 Paan irg are as e 8. Golf Cou rse ,maze Png lamme a_ meet The c le rn o fthe AutluMn Gigredre Water S2 PP .415 stem Water systems mee tin g Town of 015241, 000 of Cab .. a.othe r 410 1058205114010012150 184054. T. Da te r - o re the respO,WD... d 000e'ordts eivf an d W.onavy to the appmp en titya sapP:rcable. 10. Wa stowa ter C ol... Cokor ada }ohor a59.13e VOW.. san itatio n dis, Sm. of woo.ne nT .Ce Pro a.W ana d ty San aae_ma sntt «1T0era pP 01e52112s2001802 11.GradIn g a nd Drainage Wailing an d dr4n aga impwements are rewired tam, T om of tores t2. Ga olc9 04l featureswWI48 in vse4ate d in sutt045 14 02201 a We ifie.protess.n al deed.. W F raser Damian. for de Bgn an d eSigri Co ntro l cn Con e, 210 048 Po. is aSW remaruetao 0. rrts, Co.,.a Re st ns(CCBB.), DeDgn v21450er4 5ta ndar84 Th e deve lopme nt s lantl.105 462 a 4232 42.r use . height open for wale, in0eacn planning a rea Se tba cks at.ved in mix ed u se Wse ning are as aro subject. WOE a. Plat aPpwal of the Haw of Fras. - all aptsticaDe bu ildings, A Signe , Des ign Goide ,e may he sti.n.4 1 tic -Grand Pa. tot, Tow of Eras er .r reile4 bas... un ique sig.. ne e. A s. C anal Desc riptio ns Des ...0.s for G ran d Pa rk plan ning areas are a reflectio n oft. vidion for the Iwo. " 4 and s a i,nsity. a. ywign of, daa 45104 areas orerYle parel iea Mer= TY+ rvcyea r kp en t pen. lance Area45 a 14 Wrs .res w raps Di e s.th end of Co zen s M aw.. h... US Highway/ 10,1.0D Victory o. Da wed te rn Jn nosy Roan, a. Ga Pa R CH, It Ws tail as -.-s from the TGran d Park trails The ka rwit pan ne d rasa ea Wain Weer buil. , ad.., stre et stages. West, lin kages and ace sside parking. The nAM- Meadow rewe atien amenity es simpie ro of inc. deninn do w patterns. 19a00 d514s am58 a ye etisidn4firms as was aTe Ha,. En toast s am an.., mx ce wow.. Pla nning Area 2W Kenning .e WY ...es 33 5 acres. an upland on th e west 41 the 031 R.o a. Wand Pa. Wil syWrn Th . w ea has view of. Alea.B a nd the W.. A senes ponds a. vrodend w ated Al a. to tans,: the pasture..., of Vie Bl ea, TWarcint,re drays,. ...o ral fa, and n.te n, of Wges resi dent. neigh. .., .. ....dp en.s ula Bo ed W the WIroad. Elk Ore.. 5 -acre SM dtln parcelzmea Amomrr. a..05,atki Hie 014.cters P.. on thew. Site fGreer daaiage ana f.rina then adkn oll sho u.a �muae. e Exs Appr o0 ns at elytl ea cre s. SYw 4014104 on fire edge of to meaanw includ e Hs nsfaHo nWp . the C ..... .e adow D ew s and L. OW Pl an ning.. 300110 408 12 acres. . 54-tea8enaee n US 42 41. Pd Mc, R . a d the Cozens Meacro w. This rrav Wy se area will die. nsome of the sam e themes g 1lMa ,Sag es and acce ssible parking. 0 0004esira Planni ng 4W is "m anor 11.2 d Viclow W ad. so uth of the d ;'a 055-acrem14405 r9 We Elk Cr eeks 141 5 1 1 21 5 12 f or c ommer ci al suede p anning z n.deraen rs mtlua e Hs Maec nship m tF .a Cid vinery • m°Area SW • andThis ,nni, area cows. of 17 1 awe le.re en Pau, l annBg co n eretio ns this reedantal Elk . wills utln its re .hTnsgst e t he EBB.. Moi.ow, buffering the r alread and th e canwier, p.n. in 4,1 amri n9Atea5W 5W is appro xim at ely 40 Caun" Road 74, th¢ Eras. Gam., a nd t he U nion Pacfic an;awt a s eco ndary entr arBa 10 Grand P.. Thi s par. is to t ed.ded to the T.4. of Fraser .r the p ub, . ..se of a maint ena nce W AD . We Dre ier, entran ce and .• Rd. W. A r. WV co ns. ..en s retaticoshio to Grand P ark di ve, t. fith Paiwa y.. e .1 system, a. DPW. terrain This area Ws 58.2 acres anned 5. and la. Fa Wa ys. Site p!an nining ,.season a nd P, above, WI, itsrelations, to e nind Pa rk., the planne d, and.. Fairways. Plannin g woo f.. plan ned 10. , 1153 Fa ir ways Plannin g A rea SW SW indu dea 238 acres on a NI sums,. orBin lOW. The s plan ned 1001 e i>101 pan r'.aW h eraHro ad n wa noonn ng � drxm the„ >aa farms and ma,ath e ll g 1pr actee range. talik. 1W 5. an d 15th fains ays. odges. mow ges. drawls,. P lanning A rea lOW 13W indudes 430 wrts en a 1.4 da d442 424 Waive -0112 214 W.5.5 TN s a rea is near Le.. C., a, G ran d Pa. Drive fo, a.. malaria. of the great I.ges. Pla nnin g As . 11W Tn. are a Wa led a go od®ffin'0 0 481obn9 .se overlooking the gal comple0 us ... residen .al-0446 re crea to n uses . patrways Planning Area 43wa This area has 21 awes a,g G rand Palk... a...a panne d Fa si., We planning ..i.ratons W the BMW,. Wen ., and Woing tee , Plann ing Arealmb This ng • e4 by .0314 5.5,0 _ plann ingaoos .nc n.aa the pla nn ed golf. ¢ oden ta eo n aM Planning Area 141N is area has 721 This ap es alcry R, E C Wove the DWI. SOH r c ourse. tlaTa .n, s_era mn s ip ,clude the pla nn ed Fa2nd, 4Ni Planning Are a 15W T. a in. ha s MA a cre s off of Ro ad B edWysing now sta.3. an d sith F ar., S. plann ing delWing Pate ns, oneauton loinpWW TT�ne a 42 caw. and ,W ing te rrain . Pla tinised Area 15W Pla n ra Plan ning Arsk,SW T. area has., acr-2-5.ng 5,d B Warisl Creek Sit e co nWeris it,s, in clude Road lts ori ent, a. sloping t err ain . Planning Ar ea 19W Thi s ar. haWS 4 wres along Road Bat, the planned 17. 4a nnr g- w Road S.Wetr0 Planning Ar ea 2045 This area Ws AD ary, with of Gr a. P ark W ye Pann ed the 1,14 ,ways . Pl annS ga con�ntl er atans in.. the provisi on of apen s pore innadjoining lw.k. Pl an ning Ar ea 21W 1114 a., ha s 13 4 acr es Wong P Gran ark D B, a nd p arp ecmo, ar. tith , iiiwys Site pl anning consid erati ons in,. Grand Park Pl anni ng Ar. 23W and dev el opme ntT sai, Co zen s R9 eatluw , Elk Gre ek Me ad or. a. k el an d C re. 8Wh AD,. i 15% 45' 10 ' 6 10' 964 15 % 50 20' 0 1 10 IOW mbred.se l 15 % 5a 20' 0' 10' 11W WWI,. i 1015 % 45'13, 10 , 10` 1245 anap,,m 1 15 % 4, 10 6 10' 13W a det ac hed 15 % 35 15' 10' 10' 13W0 15% 35' 15 10' 10 14`N detach ed 15 % 35' 1, 10' 10' 1545 154 05' 15 15' i 10' MP d etached 15% 35 5` 1a 15% 3S ' 15' 5' 10' 10' 1JW SW i 15% 35 15 ' 1945 atid etach 15% 45'23, 10215' 20W 15% 45135 10 0' 10' 21W 50441 440 154% 45'135' 10 6' to GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 T OWNSHIP 1 S OUTH, RAN GE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO Notes 0.Setbacks 5541464 mu se use Pa5.5 are a5 ootmm Wild.g 3. 2W - 15' impwremeni and CD seumm Dam. V. ory Road FP00 buddingpark 4. 3Wc imprown.. and 20. se ,. tom 5. 464-2p smp rova ment and 2C .ildingsetback am OW Hi st ory R oad DEVELOP MENT STANDARDS LOCATION MAP - a aoos- ®iaio4 AN AMENDMENT TO THE RENDEzV OUS 2003 PLANNE D DEVELOP MENT DISTRICT PLAN DATE, JUNE 16, 2005 LAND USE & DEVELOPMENT NOTES SHEET 3 OF 11 BYERS PEA K SANCEE SUSIE 19 30 LFreS—rSra, LEG ' ti REN DFENSNE S FIDES,. FINES N ORTH GRAND PARK PLANNED DEVEL OP MENT 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 LEGEND C ONIFEROUS TREE VE GET ATIO N _ + PRI MARY DRAINAGES S CENI C VIEWS 30% OR GREATER SLOPES ,005-©ir oq 0 300 690 120 SCALE: 0=600' -0 - AN AMENDMENT OF THE REND@VOUS 2003 PLANNED DE VEL OPMENT DIST RI CT PLAN DATE: JUNE 16 , 2005 ST, RIEntOy 0 }„„ 3 R BA L 5i0SENE SITE ANALYSIS SHEET4 OF11 GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN LOCATED IN SECTIONS 20, 28. 29, 30, 31, 32 TOWNSHIP 1 S OUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, ST ATE OF COLORADO PM+e'�360017 ac 9 Pr op sseel 0000 P1 88312 A. Acr eage R a0L0e e R esid er 381 tia1 U nda 7 57.51 PDDP ALodgig Unna P 9 .00 ,� N am ed CPDAP .mc.c 60 F1.'a sed Propoing Commer cial Commem al Sp. R. _i detacheddetached a230�I 1Wa 33 .6e 30.3e 300 300 t50_ vLW t 5C.000 1788 5.9 40 40 I 25 .1 e 250 150 M 275 278 100 .000 , ..0 0 3Wa 11,2 110 3,88 5A 11.8 5.9 53 30 11.2 100 100 1 65. 0 1 1..E00 00 70 30 I 6t .e0 63 ._ q. a a.te aecm :tle. awe nia I 9.0 IOW 43.8 1 aos 1 131 9.7 16.110 .0 200 200i 20.000 20,000 nfa P 0 1a rta 69 .6 72.1 I 117 1 117 102, 92.00 I .213 1Na0 121 .3 0 1800 61 .8000 42.1 .9W 47.4 & w 20 60 I MO 383 .0 1557.0 1052 1411 T OTAL 1389 .5 1 1210.9 2003.0 2461.0 1278 1278 395,890 395 .800 - - - - APP ROVED PDDP PROPOSED PDDP N ORTH SCALE '."=600'-0' a oos-o la -709 0 300 600 1200 AN A MEND MENT OF THE RENOEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN DATE JUNE 16, 2005 083348 a} Ss .3 77853,276,-27,942- 4 0 a94 004ALROSFAIE - Am- :ses9 I�t/ PLANNING AREA COMPARISON SHEET 5 OF 41 GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A P ART OF SECTI ONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM C OUNTY OF GRAND, STATE OF COLORADO SITE DATA CHART Pl anning Ar ea Avg. D ensity Appro x. Acres %Total Area Residential L odging Units Commerci al Sq. Ft . detach ed attached 1Wa 7.6 30.3 2.3% 230 300 140.000 1Wb 6.8 5.9 0.5 % 40 2W 7.6 33.8 26% 150 100 278 30,000 3Wa 13.1 82 0 .6 % 95 3Wb 47 11.8 0.9% 50 30 3Wc 5.2 1 20 0.9% 60 70,000 4W 9.3 11.2 0.9% 100 105,800 5W 4.5 17.1 1.3 % 70 30 6W 0.0 4.0 0 .3 % public sit e 700 8.1 37.4 2.9% 50 90 8Wa 2.0 58.2 4.4% 83 110 8Wb 2 .2 9.0 0.7 % 40 9W 4.7 23.8 1.8% 33 73 200 20,000 10W 47 40 .8 3 .1 % 40 134 350 30.000 11W 2.6 16.1 1.2% 10 31 50 12W 3.5 26.5 2.00 92 100 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 70% 90 1795" 0.6 121 .8 9 .3 % 120 18W 2.5 24.2 1.8% 61 19W 3.1 47.4 3.6% 40 70 20W 2. 1 40.0 3.1 % 26 56 21W 5.1 13.4 1.0% 20 30 su btotal 3.0 842.8 64.3° 1052 1411 23W 468. 1 35.7% TOTAL 1310_9 100.0% 2463 1278 395,800 LEGEND RESIDENTIAL MIXED USE -�� OPEN SPACE/ GOLF COURSE CLUB HOUSE SITE PROP OSED MAINTENANCE FACILITr ROADWAYS 'Z MAJ OR DRAINA GES REGIONAL TRAIL C OM MUNITY TRAIL AN A MEND MENT OF THE RENDEVOU5 2003 PLANNED DEVELOPMENT DISTRICT PLAN AY 6_ ADJUST ED DEPENDENT OF PROVI SIO N OE C N.n SERVI CES. d005 -D la �� LAND USE PLAN E. DATJUN 16 .20 SHEET6 OF 11 EAdETT FY GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A PART OF SECTI ONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM C OUNTY OF GRAND, STATE OF C OL ORADO LEGEND 111. PROP OSED SANITARY SEWER WITH MANHOLE P RO POSE D RO ADW AY 2\ V DEVELOP MENT PARCEL DESIGNATION - GRAND PARK B OUNDARY - EXISTIN G SANITARY SEWER WITH MANH OLE NOTES: 1. THIS PLAN SHOWS THE MAIN SEWER LINES FOR THE ENTIRE DEVEL OP MENT. MAIN SEWER LINES ARE: A. SEWERS REQUIRED OUTSIDE OF DEVEL OPMENT AREAS B. SEWERS THAT CONVEY SEWAGE FR OM MORE THAN ONE DEVELOPMENT AREA. 2. IF DEVELOPMENT PARCELS . 16W, 17W AND 15W ARE N OT SERVED BY SEWER THEN THE MINI MUM LOT SIZE IS 2ACRES. 3. THE SEWER SYSTEM WILL BE DESIGNED AND CONSTRUCTED ON A PH ASED BASIS IN ORDE R TO UTILIZE EXISTIN G F ACILI TIES WHERE AVAILABLE AND TO PR OVIDE F ACILITIES C AP ABLE OF HANDLIN G ULTIM ATE CAPA CIT Y AS REQUIRED. Qoos-o t .- og lii; 0 300 600 1220 I 1111111 MEM NORTH S CALE: 1"=600 '-0 " AN A MEND ME NT OF THE RENDEZVOUS 2003 PRELIMINARY PLANNED DEVELOPMENT DISTRICT PLAN SEWER MASTER PLAN D ATE: JUNE 16 , 2005 SHEET 7 O 11 o;of GRANO }6 e a> crQi 2 Meurer ENGINEER M eur er & Ass ociates 143 Union Blvd Suite 600 Lak ewo od, Color ad o 80228 (303) 985-3636 BLUE ZONE YELLOW ZO NE YELL OW Z ON E GRE EN Z ONE GREEN ZON E TANK FF 91955 PU RPLE ZONE RED ZONE TA NK TAI ST=iIO IO N.I FF9415. 5 GRAND PARK PLANNED DEVELOP MENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM C OUNTY OF GRAND, STATE OF COLORADO LEGEND • PROP OSED ST ORAGE TANK ▪ PR OPOSED PUMP STATION • PRV VALVE BLUE ZONE WATER LINE • •• YELLOW ZONE WATER LINE ma I ma GREEN Z ONE W ATER UNE • RED ZONE WATER LINE PRESSURE ZONE BOUND AR Y c2005-0 1,2709 0 300 600 1 Nt NORTH SCALE: 1 "305-0 " AN AMENDMENT OF THE RENDEZVOUS 2003 PLANNED DEVEL OP MENT DISTRICT PLAN D ATE: JUNE 16: 2005 Rf eo_rya, GRA , /SS Meure r EN GINEER Meurer & As sociates 143 Lim on Bl vd Suit e 600 Lakewood Colorado 80228 pm) 985-3636 PRELIMINARY WATER MASTER PLAN SHEET 8 OF 11 GRAND PARK PL ANNED DEVELOPMENT DISTRICT PLAN �__� KINGS CR OSSINQ RD. A PART OF SECTIONS 20, 28, 29, 30, 31, 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM C OUNTY OF GRAND, STATE OF C OLORADO GRADING N OTES INCLUDIN GPN AL R OADW AY STREET STANDARDS AN D GRADES AS DEPIC TED ON THE P LAN ARE SUBJECT TO FI NAL REVIEW AND APP ROVAS oWs 01a1Oq IR0 300 600 1200 NORTH SCALE:1 600'-0" AN AMEN DME NT OF THE RENDE ZV OUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN DATE. JUNE 16.2005 PRELIMINARY GRADING PLAN SHEETS OF 11 29.2 B ST - / F; / _FORLSII.. / j — • 'ELK F, • LEL AND ;;- N TEE : P UBDI'V:SICN GRAND PARK PLANNED DEVEL OPMENT DISTRICT PLAN A PART OF SECTIONS 20, 28, 29. 30, 31, 32 T OWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO DRAINA GE N OTES 1, GENERAL HIST ORIC DRAIN AGE PATTERNS WEL BE MAN TAINED P OS DEVELOPMENT, WITH THE MAJORIT Y GE THE STORM WA TER RUN OFF FLO TO LEL AND AND ELK CREEK, AND EVENTUALLY TO T HE FRASER R BER. 2, INCRE ASED ST ORM RUN OFF CAUSED BY DEVEL OPMENT WILL BE MNED tiN WATER QUALITY POND S A ND RELEASE D AT OR BELOW HiST ORIIC 3, DRAIN AGE FACILITIES W EL BE DESIGNED AND CONSTRUCTED N GONLONCTI ON WIT H THE DEVEL OPMENT EACH OF THE PLANNIN G AREAS. 4, THE D ETENM ON PO NDS S HOWN iN FLAMIN G AREAS BW MD. ,/ MT ALS O BE C ONSTRUCTED LO PR OVIDE W ATER AUGME NTATI ON S TORAGE LEGEND UR ma mom mm B ASIN DOD,OA R EXISTIN G CULVERT B ASIN INFO RM ATIO N A B SUB -DAMN DESI GNATI ON D SUB -BASIN AREA FLOW ARR OW PROPOSED DETE NTI ON P OND 0�005-� 12 e4 Carrells Lange :e NORTH SCALE 1"=600'-0" AN A MEND MENT OF THE RENDEzV OUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN DATE, JUNE 16 , 2005 CONCEPTUAL DRAINAGE PLAN SHEET 10 OF 11 IU KIN GS CROSSING RD. TYPICAL R OADWAY CRITERIA GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN A P ART OF SECTI ONS 20, 28, 29, 30, 31, 32 T OWNSHIP 1 SOUTH, RAN GE 75 WEST OF THE 6TH PM C OUNTY OF GRAND, STATE OF C OLORADO R OADWAY NOTES 1. lia ad Way nifty Gauel mes Mght of w ay rrsaaway stand ar. ha. Ceen deaynstee as 2. InterSeetiOn crite ria IRpaa raaysar.lane ma�a are Traf fic 3. R Oad vaay rit eria m. .a i al �nr a. Final tl war Design Approv al T he T or. of R as e- a. grant... Aght, way, ,nterst edon a. appr oval att. 5. signalised lntM6ecti OnS R oadw ay ta the P. Iry k Plan ha ve R ear, mertg. 14 I nt, 6. Railr oad Grade Separated Crossings ( CSC) a nnect, GradPar&D va�ineaCros sng Road Pk.S15.1 The L et a. Cre ek CSC Pak ,a R osa, am me Ica. 3' a J. Grand Park SeCandary Atte. se coodary acce ss poi nt wine ma our, Road 7 2, a.,tr amnrl er mrvc. av , panxraL �n .mpa y aa arMs clzmaa ac ceptabl e xhanda.. Root.2 and. a ,aaavR vlk pus.eP and aa esseame„cana tOr S ufficie nt r4nt el as,mleevm ,won a, cam Park adv e ape Roa d vaanawmaeonra01a o nmaas therteavIte xmlr ele n . .. =me d. scram. mkmg m me arts par cel. and anmem. axa ssmkre p aer. expo of V.. Par k Resort Granj par, Park . I,. tn. as te a s ort th e b ase r oa cw ayf atiity . an;n »me tanaa n h serv e cam Park vn its street nem., rrte Developer co operate or Fraser of f..ir a RO ADWAYS ROADWAY RI GHT- OF-WAY WIDTH P AVEMENT LANE WIDTH GRAVEL SHOULDER WIDTH ADJ ACENT TRAIL GRAND PARK DR 80' (2) 12' 4' 8' ROAD 8 60' (2) 12' 6' N/A ROAD D 60' (2) 12' 6 8' OLD VICTORY RD 80' __ (2) 12' 6' 8' abos-o I21Oq ki3(10 600 1200 NORTH SCALE: 1"=600'-0" AN AMENDMENT OF THE RENDEZV OUS 2503 PLANNED DEVELOPMENT DISTRICT PLAN DATE: JUNE 16.2005 ROADWAY MASTER PLAN SHEET 160061 CHAPTER 19 - Land Development Code APPENDIX 1 LAND USE APPLICATION AND SUBMITTAL CHECKLISTS FINAL PD PLAN CHECKLIST An application for a Final PD Plan shall be accompanied by the following information, unless one or more items are specifically waived in writing by the Town Staff: ❑ The land use application form. ❑ The applicable fee as established by the Board of Trustees in Appendix 2 Application Fees. ❑ A written description addressing how the proposed Final PD Plan conforms to the PD District Plan, including Information on land areas adjacent to the proposed planned development to indicate integration of circulation systems, public facilities and utility systems and open space. ❑ Any plan maps that have been revised since the PD District approval. ❑ Quantitative data for the following: final number of dwelling units, number of bedrooms in each unit, final figures for previously agreed upon design standard negotiable items and footprint sizes of all proposed buildings. ❑ A statement that integrates pertinent elements of any pre -annexation and development agreements, contracts, etc., previously negotiated with the Town. ❑ Summaries of any market studies containing information that can be shared with the general public. ❑ A plan which estimates the number of employees needed to serve all or portions of the development. ❑ A description of the amounts and location of dedicated open space. Refer to Section 19-4-165 of this Chapter. ❑ Any required dedication documentation and/or improvement agreements and bonds. ❑ Two (2) copies of the proposed restrictive covenants, condominium or townhome declaration, articles of incorporation and bylaws of any homeowners' association and deed of conveyance to an HOA, as applicable. ❑ Final environmental studies (wetland delineation, floodplain mapping, geotechnical report, etc.). ❑ Engineering drawings. Refer to Chapter 14 of this Code for the drawing requirements and design and technical criteria for the construction of roads, walkways, utilities, and associated infrastructure within the Town. ❑ A Traffic Impact Analysis (TIA) and/or Traffic Impact Study (TIS). Refer to Chapter 14 of this Code. ❑ The planned pedestrian, bicycle and vehicular circulation system, including their interrelationships with the vehicular parking and unloading system, indicating proposed detailed treatments of points of conflict. ❑ A plan showing how the development's residents will be afforded access to public transit and how the transit system will be integrated into the development. ❑ A final grading plan. Refer to Chapter 14 of this Code. ❑ A final erosion and sediment control and revegetation plan. Refer to Chapter 14 of this Code. ❑ A fugitive dust control plan to be implemented during construction. ❑ A landscaping plan, including the proposed treatment of the perimeter of the planned development, including materials and techniques used, such as screens, fences, and walls. Refer to Chapter 14 of this Code. ❑ A detailed parking plan. ❑ A snow removal and/or storage plan. ❑ An exterior lighting plan. Refer to Chapter 14 of this Code. ❑ Any preliminary or final subdivision plats required and prepared as per the requirements of Article 3 of this Chapter if the development is planned to begin within one (1) year. ❑ Estimated time schedule for development, including a site map that depicts the development, phases thereof, sites and building footprint sizes and locations outlined in the development schedule. ❑ The names and addresses of property owners within two (200) hundred feet of any portion of the property. ❑ Any other special reports and/or information deemed necessary by the Town. ❑ Copies of the submittal materials in a format and quantity as specified by Town Staff. Fraser, Colorado, Municipal Code (Supp. No. 15, Update 1) Created: 2022-02-04 11:08:34 [EST] Page 13 of 25 CHAPTER 19 - Land Development Code APPENDIX 1 LAND USE APPLICATION AND SUBMITTAL CHECKLISTS MAJOR SUBDIVISION FINAL PLAT CHECKLIST i I11Vdl11ud l IIOIV711VN'or•' drum dinitott rv��d An application for a major subdivision final plat shall be accompanied by the following information, unless one or more items are specifically waived in writing by the Town Staff: ❑ The land use application form. ❑ The applicable fee as established by the Board of Trustees in Appendix 2 Application Fees. ❑ Two (2) copies of a title commitment dated no more than thirty (30) days from the date of application. ❑ Written proof of water and sewer service and the location of any proposed connection with existing systems. ❑ Letters of support and commitment to serve signed by a representative of each utility provider. ❑ A phasing plan for the entire preliminary plat land area, if requesting approval of final plats for a portion of an approved preliminary plat. The phasing plan shall include the location and number of the proposed final plats, their approximate dates to be recorded, and when infrastructure will be extended to each phase. ❑ Engineering drawings. Refer to Chapter 14 of this Code for the drawing requirements and design and technical criteria for the construction of roads, walkways, utilities, and associated infrastructure within the Town. ❑ Written proof of legal access if the property does not have direct contiguous access to a street. ❑ Draft SIA, in a form as provided in Appendix 3 Subdivision Improvements Agreement. ❑ Two (2) copies of the proposed restrictive covenants, condominium or townhome declaration, articles of incorporation and bylaws of any homeowners' association and deed of conveyance to an HOA, if applicable. ❑ Final environmental studies (wetland delineation, floodplain mapping, geotechnical report, etc.). ❑ A drainage report. A preliminary drainage report for the entire subdivision shall be submitted as part of the first phase of a phased development. A final drainage report shall be submitted for each phase of development at the appropriate time it is submitted in final detail for approval to the Town. Refer to Chapter 14 of this Code. ❑ A final grading plan. Refer to Chapter 14 of this Code. ❑ A final erosion and sediment control and revegetation plan. Refer to Chapter 14 of this Code. ❑ A landscaping plan. Refer to Chapter 14 of this Code. ❑ A Traffic Impact Analysis (TIA) and/or Traffic Impact Study (TIS). Refer to Chapter 14 of this Code. ❑ A written description addressing how the proposed development conforms to the Comprehensive Plan. ❑ Exterior lighting plan. Refer to Chapter 14 of this Code. ❑ Estimated time schedule for development. ❑ Any other special reports and/or information deemed necessary by the Town. ❑ Copies of the final plat and associated submittal materials in a format and quantity as specified by Town Staff. ❑ The names and addresses of any owners and lessees of mineral rights for the property. All mineral rights owners and lessees must be notified thirty (30) days in advance of application review. ❑ The names and addresses of property owners within two (200) hundred feet of any portion of the property. Prior to execution of the final plat, the applicant shall provide the Town with the following: ❑ Proof of filing the applicable articles of incorporation with the Secretary of State and the executed originals of all legal documents, including a final executed SIA and any required collateral. ❑ Final plat Mylar. ❑ A fourteen (14) inch by eighteen (18) inch black line Mylar for the purpose of incorporating the data into a 911 emergency system, containing the name of the subdivision, the section, township and range in which the subdivision is located, all street names, lot numbers, street addressing numbers, unit numbers (if applicable) and a range of street addressing numbers for each street. ❑ A digital file of the approved final plat and 911 emergency system drawings, in a form acceptable the Town's Geographic Information System (GIS). Fraser, Colorado, Municipal Code (Supp. No. 15, Update 1) Created: 2022-02-04 11:08:34 [EST] Page 20 of 25 Engineer's Opinion of Estimated Costs for Grand Park 4W.1 6/22/2023 Note: All Costs Must Include Labor and Materials. Item # Description Quantity Unit Unit Cost Total Cost PHASE 1 Grading Mobilizaton 1 EA $30,000.00 $30,000.00 Clearing and Grubbing 5.36 AC $2,000.00 $10,720.00 Subgrade Prep (rip and re -compact) 25,960 SY $2.00 $51,920.32 Cut to Fill Onsite 18,277 CY $2.00 $36,554.05 Grading Sub Total $129,194.37 Erosion Control Concrete Washout Area 2 EA $100.00 $200.00 Diversion Ditch 800 LF $1.60 $1,280.00 Inlet Protection 7 EA $367.00 $2,569.00 Sediment Basin 5 AC $1,100.00 $5,896.00 Sediment Control Log 1,082 LF $2.00 $2,164.00 Seeding & Mulching 1 AC $2,500.00 $2,500.00 Stabilized Staging Area 1,000 SY $2.00 $2,000.00 Vehicle Tracking Control 2 EA $1,000.00 $2,000.00 Erosion Control Subtotal $18,609.00 Transportation Saw Cut Existing Asphalt 322 LF $2.00 $644.00 Remove Existing Gravel 18,300 SF $0.50 $9,150.00 Paving -Asphalt 5,874 SY $30.25 $177,701.93 7" Base Course 5,875 SY $15.05 $88,418.75 6" Vertical Curb & Gutter w/ 2' Pan 900 LF $17.60 $15,840.00 4' Wide Concrete Pan (Johns Drive) 1,631 LF $12.00 $19,572.00 2' Wide Concrete Pan (Private Drive) 960 LF $6.00 $5,760.00 5' Detached Concrete Sidewalk 2,420 LF $29.25 $70,785.00 Crosspan 2 EA $3,330.00 $6,660.00 Curb Ramps 10 EA $1,955.00 $19,550.00 Concrete Trash Enclosure Pad (12" Thick) 850 SY $25.00 $21,250.00 Public Signage 17 EA $341.00 $5,797.00 Striping - 6" Solid Parking 800 LF $3.75 $3,000.00 Striping - 4" Double Yellow Line 732 LF $1.75 $1,281.00 Striping - Road Markings 20 EA $455.00 $9,100.00 Transportation Subtotal $454,509.68 Storm Drain 15" RCP Pipe 200 LF $69.00 $13,800.00 18" RCP Pipe 40 LF $79.00 $3,160.00 30" RCP Pipe 850 LF $165.00 $140,250.00 10" PVC Pipe (SCH 40) 160 LF $30.00 $4,800.00 18" HDPE Pipe 210 LF $50.00 $10,500.00 Inlet Type C 3 EA $7,850.00 $23,550.00 18" FES 1 EA $1,200.00 $1,200.00 30" FES 1 EA $1,600.00 $1,600.00 5' Manhole 7 EA $4,272.00 $29,904.00 Forebay 3 EA $3,000.00 $9,000.00 Strom Draina Subtotal $237,764.00 Sanitary Sewer Remove Existing 8" Sanitary Pipe (Including Manholes) 630 LF $100.00 $63,000.00 Connect to Existing Sanitary Main 1 EA $3,000.00 $3,000.00 6" Sanitary Service 280 EA $50.00 $14,000.00 4' Manhole 9 EA $7,250.00 $65,250.00 8" PVC Pipe (SDR 35) Pane 1 of 1 930 LF $74.00 $68,820.00 Item # Description Quantity Unit Unit Cost Total Cost Sanitary Sewer Subtotal $214,070.00 Page 2 of 3 Item # Description Quantity Unit Unit Cost Total Cost Water Demo Existing Fire Hydrant 5 EA $1,500.00 $7,500.00 Connect to Existing Water Infrastructure 2 EA $2,500.00 $5,000.00 8" DIP Pipe 1,460 LF $67.00 $97,820.00 6" DIP Pipe 390 LF $69.00 $26,910.00 8" 11.25° Bend 11 EA $700.00 $7,700.00 8" 22.5° Bend 7 EA $700.00 $4,900.00 8" 45° Bend 4 EA $700.00 $2,800.00 8" Valve 18 EA $2,150.00 $38,700.00 8"x8" Tee 3 EA $921.00 $2,763.00 Hydrant Assembly 7 EA $9,975.00 $69,825.00 Water Subtotal $263,918.00 Miscellaneous Utility Underground Dry Utility Trenching 1,200 LF $10.00 $12,000.00 Miscellaneous Utility Subtotal $12,000.00 Phase 1 Subtotal $1,330,065.05 15% Contingency $199,509.76 PHASE 2 No Improvements EA $0.00 $0.00 Phase 2 Subtotal $0.00 15% Contingency $0.00 PHASE 3 No Improvements EA $0.00 $0.00 Phase 3 Subtotal $0.00 15% Contingency $0.00 PHASE 4 No Improvements EA $0.00 $0.00 Phase 4 Subtotal $0.00 15% Contingency $0.00 Grand Total $1,529,574.81 1. Surety is calculated based on Public Improvement Costs. 2. Inspection Fees are calculated from Public Improvements and Private Improvements to be inspected. 3. Plan Review Fees are calculated from the Grand Total of all Improvements. 4. Use Tax is calculated from the Grand Total of all Improvements minus Earthwork. 5. All Costs Shall Indude Labor and Material. Page 3 of 3 FRASER PLANNING COMMISSION RESOLUTION NO. 2023-05-01 A RESOLUTION APPROVING A FINAL PLAT AND RECOMMENDING APPROVAL OF A FINAL PLANNED DEVELOPMENT PLAN FOR A RESIDENTIAL DEVELOPMENT KNOWN AS ELK CREEK CONDOS PLANNING AREA 4W.1, LOCATED NEAR THE CORNER OF OLD VICTORY ROAD AND HIGHWAY 40, LEGALLY DESCRIBED AS A PARCEL OF LAND LOCATED IN THE SW1/4 OF SECTION 20, 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 May 24, 2023, Clark Lipscomb, as a Member of Grand Park Development, LLC, a Colorado limited liability company, requested approval for a final planned development plan and preliminary plat for the development of 46 multi -family residential units within the Grand Park planning area 4w; 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 that the Fraser Planning Commission has voted to recommend approval of this development application with the following conditions: Applicant shall address Referral Agency comments from: a) Whitmer Law Firm — dated April 19, 2023 b) Merrick Engineering — dated April 20, 2023 2. Applicant shall provide a written response to each referral comment. 3. Applicant shall revise and resubmit for review and approval all final plat and final plan documents according to agency referral comments. This development application shall be scheduled for Town Board once these conditions have been addressed. APPROVED AND ADOPTED THIS 24TH DAY OF MAY, 2023. 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WHEREAS, The Board of Trustees authorized the Transformational Affordable Housing, Homeownership, and Workforce Housing Grant Program application for ten million ($10,000,000) and two and a half million ($2,500,000) in matching funds. The town was denied the grant. WHEREAS, the Colorado Division of Housing has a Strong Communities and Main Street Live and other possible Grant Programs for Affordable Housing and infrastructure. WHEREAS, the grant strategy will play a critical role in bringing desperately needed affordable housing and infrastructure to the Fraser Valley. WHEREAS, infrastructure extension, site design will require grant support allocated Town Funds and fee adjustments to leverage additional federal, state, and private financing for the Victoria Village, Clayton Court and other Board Priorities such as but not limited to a new Public Works Facility. WHEREAS, staff recommends authorizing the Mayor to sign the Letter of Commitment for the Grant applications as an initial authorization to apply with signature authority. NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Board of Trustees authorizes the staff to submit Applications for the Strong Communities, Main Street Live and other additional grant opportunities related to affordable housing and infrastructure. 2. The Board of Trustees authorizes allocation of up to a maximum of two million dollars ($2,000,000) in matching funds across multiple grant applications. 3. The Board of Trustees Authorizes the Mayor to sign the Letter of Commitment for the Grant applications as an initial authorization to apply with signature authority. READ, PASSED ON ROLL CALL VOTE, AND ADTOPTED BY THE BOARD OF TRUSTEES THIS DAY OF 2023. Votes in favor: Votes opposed: Abstained: BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Mayor ATTEST: (SEAL) Town Clerk TOWN OF FRASER RESOLUTION NO. 2023-07-06 A RESOLUTION AUTHORIZING THE TOWN MANAGER AND TOWN STAFF TO APPLY FOR THE COLORADO DEPARTMENT OF LOCAL AFFAIRS STRONG COMMUNITIES INFRASTRUCTURE GRANT PROGAM. WHEREAS, the Board of Trustees approved a letter of intent to apply for the Division of Housing Transformational Affordable Housing Grant (TANG) during the December 7, 2022 meeting. WHEREAS, the Board of Trustees submitted a letter of commitment to the application and potential 25% match during the January 30, 2023 special meeting. WHEREAS, the Town did not received TAHG funding and is continuing to execute a grant funding strategy. THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Town of Fraser Trustees authorizes Town Staff to submit the online Letter of Intent for the Strong Communities Infrastructure Grant Program. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED THIS 19th DAY OF JULY 2023. Votes in favor: Votes opposed: Abstained: Absent: (S E A L) BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Mayor ATTEST: Town Clerk Strong Communities Infrastructure Grant Program: Letter of Intent Form (L0I) We recommend that you download this document and use it to prepare your answers for the online LOI. Responses must be submitted through the online LOI form to be considered. Program Background: 1-1022-1304 created the Strong Communities Program to support local governments in planning for sustainable growth and development patterns and affordable housing into the future. The Strong Communities Infrastructure Grant Program provides local governments with grants to fund infrastructure projects that increase the supply of affordable housing and that are within or adjacent to a downtown area, a core business district, or a transit -oriented development (some flexibility allowed for rural counties). These grants can cover public and private infrastructure elements that support a healthy and resilient built environment on or near the infill project site. Examples include upgraded streetscapes, pedestrian and cyclist safety improvements, investments meant to address equity concerns, accessibility, age -friendly improvements and amenities, parks, playgrounds, open space/trails or trailhead lots, and other public amenities. Other eligible expenses include local government fees related to any infrastructure serving the affordable housing development (including tap fees). Local governments are encouraged to pick one or two shovel -ready projects that can spend all of the funds by October 31, 2026. The most competitive projects will provide community benefits (e.g., include a child care center), provide accessibility features, address equity needs in their community, and the community will have one or more sustainable development policies in place. Please review the program guidelines and scoring matrix on the program webpage for additional information on what projects will be most competitive. Program webpage: https://dlg.colorado.gov/strong-communities Program contact: Lisa Loranger Strong Communities Program Manager lisa.loranger@state.co.us 303-565-6200 Email Name You must be a municipal or county representative to submit a Letter of Intent for the Strong Communities Infrastructure Grant Program. Jurisdiction (municipality/county) Priority project summary (1,000 character limit) Please provide an overall summary of the project (be clear which is your priority project if you intend to apply for multiple projects). Additional project ideas Describe any additional projects that you may apply for. Please include a brief description, estimated start date, estimated budget and funding request, and a ranking of your priority for the project. What is the location of your priority project? What is the estimated total budget for your priority project? What is the estimated amount of funding you would request from DOLA for your priority project? Does the project have the required 20% local matching funds? Who are your key project partners? Land Use Best Practices What qualifying strategies, if any, do you have in place (or will have in place by December 31, 2023) if awarded? (Please refer to the Land Use Best Practices document and the fact sheets for additional information.) Other Use this space to describe your other novel, innovative, or creative approaches to incentivize affordable housing development. You may propose more than one. Policy Documentation Please provide code citations or links to documentation that correspond with each implemented/adopted strategy that was selected above. If you need to send attachments, you may email those to Lisa Loraner. MEMO TO: FROM: DATE: SUBJECT: 11111 1111 1111 Mayor Vandernail and the Board of Trustees Sarah Wieck, Marketing and Communications Manager July 19, 2023 Branding and Wayfinding Project MATTER BEFORE BOARD: Approval to move forward with the branding/wayfinding project. BACKGROUND: The Town of Fraser has experienced steady growth in recent years, attracting many visitors and new residents. As a result, it has become essential for the town to develop a distinct brand identity and efficient wayfinding system that will provide a positive and memorable experience for all who visit. The branding aspect of this project will focus on creating a cohesive and recognizable identity for the Town of Fraser. The proposed branding strategy aims to capture the town's natural beauty, outdoor recreational opportunities, and friendly community spirit. It will encompass a new town logo, color palette, typography, and visual elements that reflect the unique attributes and values of Fraser. The wayfinding component of the project aims to improve navigation and provide clear directions to residents and visitors alike. This comprehensive wayfinding system will include signage, maps, and directional markers strategically placed throughout the town. The goal is to create an intuitive, user-friendly system that facilitates easy access to key attractions, parking areas, recreational facilities, and local businesses. The wayfinding system will enhance the visitor experience and promote local economic growth by increasing foot traffic to businesses within the town. Benefits: 1. Enhanced Town Identity: A well -designed brand identity will foster a stronger sense of community pride and identity among residents while attracting more visitors to Fraser. 2. Improved Visitor Experience: Clear and effective wayfinding will enhance the overall experience of visitors, reducing confusion and frustration while navigating through the town. 3. Increased Economic Activity: A robust wayfinding system will direct visitors to local businesses, encouraging exploration and boosting the local economy. 4. Consistency and Professionalism: A cohesive branding strategy and wayfinding system will create a professional image for the Town of Fraser, conveying a sense of organization and reliability. BUDGET: $47,780 — $20,000 paid for through a Grand County Tourism Board Grant and the remaining amount, not to exceed $30,000, will come from the Business Enhancement Grant. RECOMMENDATION: Staff recommends the Board of Trustees approval moving forward with the branding/wayfinding project. TOWN OF FRASER RESOLUTION NO. 2023-07-09 A RESOLUTION AUTHORIZING TOWN STAFF TO MOVE FORWARD WITH THE TOWN OF FRASER REBRANDING AND WAYFINDING PROJECT NOT TO EXCEED $30,000 IN TOWN FUNDS WHEREAS, the Board of Trustees has supported initiatives to look at a brand refresher for the Town of Fraser in addition to wayfinding signage to include new downtown Fraser signage, public facilities, and directional signage off HWY 40 and the Fraser River Trail WHEREAS, Town Staff has requested a proposal from Slate Communications and has now received the proposal totaling $47,500. WHEREAS, the Town was awarded $20,000 from Grand County Tourism Board on July 6, 2020 for this initiative. WHEREAS, the Town of Fraser has received multiple recommendations from local business owners to improve wayfinding signage to better draw both local residents and guests to Fraser's business district. THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Board of Trustees authorizes no more than $30,000 from Business Enhancement Grant funds to match Grand County Tourism Board grant for funding the Town of Fraser Rebranding and Wayfinding Project. READ, PASSED Votes in favor: Votes opposed: Abstained: (S E A L) ON ROLL CALL VOTE, AND ADOPTED THIS 19th DAY OF JULY 2023. BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Mayor ATTEST: Town Clerk MEMO TO: FROM: DATE: SUBJECT: Mayor Vandernail and the Board of Trustees Michael Brack, Town Manager July 19, 2023 Riverwalk Mixed Use Overlay and Business Zoning Precedence MATTER BEFORE BOARD: Determination needed if the Riverwalk Mixed Use Overlay District takes precedence over Business District Zoning or if either zoning can be utilized based on property owner preference. BACKGROUND: In 2018, the Riverwalk Mixed Use Overlay District was adopted for zoning in Fraser to provide for development that fosters the creation of a high density, walkable, mixed -use neighborhood which will integrate Fraser's historic downtown with the Fraser River and generate opportunities for downtown redevelopment, affordable housing and economic revitalization. However, much of the land use is currently composed of single family homes and other uses considered non -conforming use or not allowed within the Riverwalk Mixed Use Overlay District but is allowed under the conditional use permitting process to allow for the Business Zoning District. A request from a property owner within the area of Fraser that contains both zoning districts requested to build a garage on their property with an apartment above that identified the conflict between the two zoning districts. If the property owner is subject to the more restrictive Riverwalk Mixed Use Overlay District, expansion of a non -conforming use is not permitted but if the property owner is able to utilize the underlying Business Zoning District, the owner could go through the conditional use permitting process to seek approval for the request. Within our planning practices, the applicant can utilize whichever zoning district they prefer but within our legal practices, the more restrictive zoning district, where one or more exist, takes precedence. Thus, the Town code is not clear on their intent of the Riverwalk Mixed Overlay District and further guidance is needed so that staff can bring forward an ordinance to clear up the zoning intent for downtown areas of Fraser and provide for the future of desired downtown development. • Sec. 19-2-250. - Business District. (a) Intent. The purpose of the Business District is to provide for a wide variety of highway commercial, community retail, personal service, general office and other business uses. (b) Land use. Land uses are permitted as shown in the Schedule of Uses in....Section .......19--2 343... Accessory uses shall be in conformance with S .c:Gio..n......1..,„ -- ,-" 2.G.(a). Temporary land uses are as shown in Table 2.12 and shall be in conformance with ....S.ec ion 19--2..:..5.0. (c) District standards. Lot and building requirements for principal structures shall be as shown in Table 2.8. TABLE 2.8 Business District Standards Minimum Lot Area Single-family detached dwelling unit: Five thousand (5,000) square feet. Single-family attached dwelling unit: Twenty five hundred (2,500) square feet. Multi -family dwelling unit: "Twenty one hundred and seventy eight (2,178) square feet. Commercial/Mixed Use: No minimum requirement. Minimum Lot Width Residential: Fifty (50) feet. Commercial/Mixed Use: No minimum requirement. Minimum Front Yard Residential: Twenty (20) feet. Commercial/Mixed Use: No minimum requirement. A build - to -line may be required during site plan review. Minimum Side Yard Residential: Five (5) feet. Commercial/Mixed Use: No minimum requirement. If zero lot line, subject to all other regulations. Minimum Rear Yard Residential: Ten (10) feet. Commercial/Mixed Use: No minimum requirement, unless if adjacent to an alley or service lane: eighteen (18) feet. Minimum Stream Setback Thirty (30) feet; a greater setback of up to one hundred fifty (150) feet may be required during site plan review. Minimum Floor Area Principal Structure: Five hundred (500) square feet. Accessory Dwelling Unit: Two hundred (200) square feet. Maximum Height Forty-five (45) feet. Minimum Required Open Space Thirty-five percent (35%); see (g) below. (d) Accessory structures. Building requirements for accessory structures shall be as shown for principal structures in Table 2.8, unless otherwise specified. All accessory structures shall be in conformance with the provisions of...Se.ctio ..i "" (b), except accessory dwelling units, which shall be in conformance with Sect q 19--2--470.. (e) All site development in the Business District, including parking, landscaping, lighting, fencing, and building design, shall be in accordance with Article 4 of this Chapter. (f) Signs shall be permitted in the Business District in accordance with Article 6 of this Chapter. (g) Required open space. For residential multi -family development consisting of condominiums, townhomes or apartments, the minimum required open space shall be thirty-five percent (35%) of the gross land area. Of the thirty-five percent (35%) required open space, fifteen percent (15%) shall consist of landscaping consistent with the standards in Section 1 q-4-16..0. of this Chapter. (h) Additional provisions: (1) There shall be a maximum residential density of one (1) dwelling unit per two thousand one hundred seventy-eight (2,178) square feet of gross land area. This equates to twenty (20) dwelling units per acre. • Sec. 19-2-255. - Riverwalk Mixed Use Overlay District. (a) Intent. The purpose of the Riverwalk Mixed Use Overlay District is to provide for development that fosters the creation of a high density, walkable, mixed -use neighborhood which will integrate Fraser's historic downtown with the Fraser River and generate opportunities for downtown redevelopment, affordable housing and economic revitalization. (b) Land use. Land uses are permitted as shown in the Schedule of Uses in....aS.eckicn 19-2-14.0. Accessory uses shall be in conformance with:Sad ' (a). Temporary land uses are as shown in Table 2.12 and shall be in conformance with..... Sect' 19,2,3 3.0.. (c) District standards. Lot and building requirements for principal structures shall be as shown in Table 2.09. TABLE 2.9 Riverwalk Mixed Use Overlay District Standards Minimum Lot Area Commercial/Mixed Use: No minimum requirement. Multi -family dwelling unit: Twenty-one hundred seventy-eight (2,178) square feet. Minimum Front Yard See additional provision (h)(1) below. A build -to -line may be required during site plan review. Minimum Side Yard See additional provision (h)(1) below. A zero lot line may be required during site plan review. Minimum Rear Yard See additional provision (h)(1) below. Minimum Stream Setback Thirty (30) feet; a greater setback of up to one hundred fifty (150) feet may be required during site plan review. Minimum Floor Area Principal Structure: No minimum requirement. Accessory Dwelling Unit: Two hundred (200) square feet. Maximum Height Forty-five (45) feet. Minimum Required Open Space See additional provision (g) below. (d) Accessory structures. Building requirements for accessory structures shall be as shown for principal structures in Table 2.9, unless otherwise specified. All accessory structures shall be in conformance with the provisions of..._ . .ion 1.9...:..2..:.a2.O(b). (e) All site development in the Riverwalk Mixed Use Overlay District, including parking, landscaping, lighting, fencing, and building design, shall be in accordance with Article 4 of this Chapter. (f) Signs shall be permitted in the Riverwalk Mixed Use Overlay District in accordance with Article 6 of this Chapter. (g) Minimum required open space. (1) For a mixed -use residential and commercial development consisting of commercial uses occupying one hundred percent (100%) of the ground floor of all structures, mixed with residential condominiums, townhomes or apartments occupying some or all of the other floors in such structures, the minimum required open space shall be fifteen percent (15%) of the gross land area. (2) For other residential development consisting of condominiums, townhomes or apartments, the minimum required open space shall be thirty-five percent (35%) of the gross land area. Of the thirty-five percent (35%) required open space, fifteen percent (15%) shall consist of a landscaping plan consistent with the standards in....Secticn......a .4= of this Chapter. (h) Additional provisions: (1) Minimum setbacks are to be determined on a parcel -by -parcel basis utilizing emergency service access and clearance requirements and standards set forth in the Uniform Building and Fire Codes. All setback areas required or resulting from setbacks hereunder shall be credited toward the open space requirement established for this Section. (2) Residential uses shall not exceed seventy-five percent (75%) of the gross land area in a mixed use development. (3) The maximum residential density of twenty (20) dwelling units per acre in the underlying Business Zoning District may be exceeded in the Riverwalk Mixed Use Overlay District subject to the provision of deed -restricted affordable housing dwelling units. a. For the purposes of this Section, affordable housing is defined as housing for a family that has an income below eighty percent (80%) of the Area Median Income, as determined for Grand County by the Colorado Housing and Finance Authority. b. A minimum of twenty percent (20%) of a residential development shall include a deed -restriction guaranteeing the provision of the affordable housing dwelling units in perpetuity to qualify for a density bonus. c. The density bonus may be used to provide additional dwelling units in a development beyond the underlying twenty (20) dwelling units per acre allowed, up to a maximum density of sixty (60) units per acre, subject to adherence of all other development standards for the Riverwalk Mixed Use Overlay District. (4) The maximum residential density of seventeen (17) dwelling units per acre in the underlying Medium Density Single -Family Residential Zoning District, or twenty (20) dwelling units per acre in the underlying Business Zoning District, may be exceeded in the Riverwalk Mixed Use Overlay District subject to the provision of non-residential retail and/or office development occupying one hundred percent (100%) of the first floor of a multi -story mixed use development. a. The density bonus may be used to provide additional dwelling units in a mixed use development beyond the underlying zoning district, up to a maximum density of forty (40) dwelling units per acre, subject to adherence of all other development standards for the Riverwalk Mixed Use Overlay District. FracPr 7nning Mar RPrI = Rucinecs District & Hashed Red = Riverwalk Mixed Use Overlay District 0400 Feat" Ave ROW LOSF 0I1.. Av e Mat t 0.130 00 4 0 10 le 0: 00: , . 1 ) 111!\1Rull 0110 01 01 ,01 414,0 00 in o ; , of ,„ ,o, „,„,,,, op il l ..7%7 h c 11,\I,Ii\i\\,, \\ if 0 40141111 mi BV�+y uull \III \111111‘11 f 00 011 1 00 At AO 00040 IA, II p \ , A \IIIIIE 00000160,0 11011000 ,N1011 41 04 0 nn40004 01000 0.000 000,000000, 000140 111010411001 ,001, 440,000,00111111. ,111004:00.1111 40 )0 Woolo A AI pp 0 10 00 pA'\ 0100 0111)11100 000000 \011 016 p 1 In 00 00000100 \ 0 0 00 0 00 00100 01 ,000 0000001000 100010 011001 101 60 MOUNTAIN PARKS ELECTRIC, INC. A Touchstone Energy' CooperarivL DISTRICT 1 2023 BOARD OF DIRECTORS CADIDATE BIOGRAPHIES (EAST SIDE OF US HWY 40, FRASER/WINTER PARK AREA) Why am 01 rece'mviliui°°m auimetllimer bah t for Pas IICDistruict ° Dierecter IC°°:`Iectuioin? ANSWER: Because there is a runoff election of the top two vote getters as required by our policy below. None of the four director election candidates in the May 13 election received the required 50 percent of the vote. POLICY D-8: CONTESTED DIRECTOR ELECTIONS POLICY, Section HI, Part L: "If no candidate receives a majority of all valid votes cast for the contested district, then MPEI shall conduct a runoff election of the two candidates receiving the most votes from the initial ballot. Members may vote for a candidate in the runoff election by mail or in person at a special meeting called for the purpose of holding the runoff election." full policy: www.mpei.com/director-election-policy JOE SMYTH As an energy policy researcher, I've worked with electric cooperative leaders, clean energy groups, and policyrnakers to bring more transparency and accountability to the largest utility companies in Colorado. The reforms we achieved have increased transparency at electric cooperatives, expanded those transparency rules for the first tirne to our power supplier, and more. U've also published reports focused on how utilities in the American West can reduce water consumption by transitioning away from coal, investigations into power supply contracts that can restrict community -based utilities like ours, and other key issues facing utilities and the communities they serve. I have a proven track record saving our members money, by using my experience in utility regulation to support our community.. In 2019, II stopped an unnecessary rate increase through a formal challenge and hearing before the Mountain Parks board, which has saved our members more than $1.5 million over the last four years. With your vote, I will bring that experience to the Mountain Parks board as we navigate the transition to clean energy, work to ensure fair rates, and expand programs that help our members save money on their energy bills. More details about my experience is at VoteJoeSmyt:h.com RYAN ZORN Thank you for your participation in this runoff election. I also wish to thank Christine Larkin and Phil Archer for their efforts as candidates, and I am honored to have their endorsements. Born and raised in a Colorado area served by an electric cooperative, I have a special appreciation for MPEI's essential service and community impact. I graduated from Colorado School of Mines, and my career has been dedicated to analyzing the energy sector, weighing the costs/benefits of energy sources, and allocating capital towards the most deserving projects. These experiences are particularly relevant as MPEI navigates the coming evolution of energy sources it chooses to secure. Additionally, this board has an important role to ensure the newly hired GM and CFO are well -integrated and are having positive impacts on the culture at MPEI as well as the service it provides to members. I have occupied each of those executive roles during my career and, as a result, can offer real -world perspective in supporting MPEI's leadership team. Small communities offer unique opportunities to pitch in and create a positive impact for all. From coaching kids, to chaperoning eighth graders in D.C., or contributing professional perspective at MPEI—I'm all in! www.zorn4mpei.com DirectVote* 11111 1111 1111 MEMO TO: The Fraser Liquor and Beer Licensing Authority FROM: Antoinette McVeigh, Town Clerk, CMC DATE: July 19, 2023 SUBJECT: Public Hearing for Fraser Tap Room LLC dba Tin Cup Tavern, Tavern Alcohol Beverage License renewal MATTER BEFORE BOARD: Public Hearing for the Fraser Tap Room LLC dba Tin Cup Tavern has applied for the annual renewal of their Alcohol Beverage License ACTION REQUESTED: The Tin Cup Tavern applied for the annual renewal for Alcohol Beverage License and is seeking approval. BACKGROUND: Per the Fraser Town Code Section 6-4-20 the Town Clerk is authorized to act as and for the Authority for the following Colorado Liquor Code and Colorado Beer Code licensing functions: 1. Annual Colorado Liquor Code and Colorado Beer Code license renewals, provided that the Town Clerk is aware of no information that the licensee has violated any provisions of the Colorado Liquor or Beer Codes or associated regulations during the preceding year. There have been numerous incidents that required Police Department attention and three liquor license violations since July 28, 2022. The three Liquor Code violations include 1. Open alcohol beverage outside of the licensed premise, 2. Allowing a visibly intoxicated person to remain on the premise with no acceptable purpose two incidents, 3. Not notifying the local liquor authority of the change of manager within five days. The Police Department Memo is included in the packet. On November 27, 2021 the town served a Notice and Order to Show Cause and Notice of Hearing. The hearing was vacated, and a Stipulation, Agreement and Order was signed On December 16, 2021. As part of the stipulation the remaining (3) day suspension was held in abeyance until satisfaction of the following two conditions: (A) No violations of the Colorado Liquor for a period of one year and (B) proof of Responsible Alcohol Vendor Training for all servers with in six months of the order. . At this time, it is not clear who is employed by the Tin Cup Tavern and if they are Responsible Alcohol Vendor Trained. The Tin Cup Tavern had three violations, listed above during the one year period, therefore violating the Stipulation, Agreement and Order. Due to the fact that the Town Clerk is aware that the licensee has violated provisions of the Colorado Liquor or Beer Codes or associated regulations during the preceding year, the Town Clerk cannot process the renewal request administratively; the request must be approved in a public hearing by the Board of Trustees, acting in their capacity as the local licensing authority. On the renewal application DR8400 Colorado Beer and Wine License Renewal Application question #7 is not accurate. The answer should be "yes", the license was suspended. The Stipulation, Agreement and Order is attached. The packet includes: 1. 2023 Liquor License Renewal DR8400 2. Police Department Memo dated May 31, 2023 3. Stipulation, Agreement and Order 4. Proof of Publication The Board has the authority to deny the liquor license renewal for "good cause" per CRS § 44- 3-103(19) which states: (a) The licensee or applicant has violated, does not meet, or has failed to comply with any of the terms, conditions, or provisions of this article 3 or any rules promulgated pursuant to this article 3; (b) The licensee or applicant has failed to comply with any special terms or conditions that were placed on its license in prior disciplinary proceedings or arose in the context of potential disciplinary proceedings; (d) Evidence that the licensed premises have been operated in a manner that adversely affects the public health, welfare, or safety of the immediate neighborhood in which the establishment is located, which evidence must include a continuing pattern of fights, violent activity, or disorderly conduct. For purposes of this subsection (19)(d), "disorderly conduct" has the meaning as provided for in section 18-9-106. ALTERNATIVES: 1. Approve the liquor license renewal. 2. Approve the liquor license renewal with conditions. 3. Take the matter under advisement and continue the matter for action at a later time, within 30 days. 4. Request an Executive Session to receive legal advice on any issue related to the application or the hearing. 5. Deny the liquor license renewal. The Fraser Liquor and Beer Licensing Authority will determine if the annual liquor license renewal will be granted or denied. DR 8400 (02/22/2:3) COLORADO DEPARTMENT OF REVENUE, L qucr Enforcement Division Submit to Local Licensing Authority TIN CUP TAVERN PO BOX 2131 Fraser CO 80442 Colorado Beer and ine License Please verify & update all information below Licensee Name FRASER TAP ROOM LLC Liquor License: # t rca:,n e 1 ype 03-13427 Tavern (city) Sales Tax L.oc 34358518 se Number Business Address 511 ZEREX STREET UNIT 103 Fraser CO 80442 Malting Address PO BOX 2131 Fraser CO 80442 Operating Manager Brandon Jung Do you have legal possessic Are the premises owned or yen f the cart txpiratron 1 06/22/2023 I' nr weal Fee Storage: t'crra'ria `;i(ac:.walk Servee/1r'a„^u.a ,,I'ti ()(t Arfciitional O tu:>nral Pr rnis Hot [Restaurant ;100 ;k. Related Fac„ Vrty-C;inape I ',qu.er 3Prnefex 3160 00 pet facRty Al a° auunt Due/Paid f <rlcrrctrJCr ' earuss�c, �.,rre,ca0e rsaysatale, T. ).1.c, � tae:g)artrrreiraa a> ri.evenio Thr1. ` i tF,a rruiy convert you c;t ;Ik to d� orae- irore electror'air: ktor king tranusaac n. 'y"r:rt.rr bank account "nay he debited a a.';ar'ly „ ., the same d,',,:.ry received. by the StateIfcorrverOol your check will. not barreturned. 11 your heck is rejected due to nc$',uft`i0.nervt or r. 10 oll0r'tarri funds , the I.)op art'rneni may collect the payment arr'u0 of birae,by from yarn banking account ele'ar;trorPotally. 550.00 ene al p lica1ion Return to city or county licensing authordl'.y by due date tarairory E3usirae; ss As TIN CUP TAVERN raaa Aidrease3 73 Coneflower Dr Tabernash CO ned t the street. ad ve.? f e'acated' t rent(' nt( r relal(,at faa:;ility'? 2. Are you renewing a storage permit, additional opt prenioso G> w�idewaik servi table in upper right hand corner and 'nclrade all fees due. 3a. Are you renewing a takeout and/or delivery permit? (Note: delivery license privileges) Yes 3b. If so, which are you renewing? 4a. Since the date of filing of the last a No alia',ation, tiaras keout X No A) 05/08/2023 it brandon@tincuptavern.co Irhorra" I``,,drrr'r'rba;:r 2282160624 t'ahrc)rre NI,,ra be,r 2282610624 No date of lea,. ying E rr Q,'tr-o>r" tyf. Nakr,out. <ara,;0 l::tawlivery pplicant, inclod.agl its mano:aga>>t partnE, members (LLC), managing members (l_L.0) a'yr any other person with a 1f.)`%, or greater financial it found in final order of a tax agency to be delinquent in the payment of away state or local taxes. pei r. business":' Yes No 4b. Since the date of filing of the last ap , has the p V0.urairat) its rn;,3nag r, members (LLC), managing ( . ;) or any other persona wil:hr to 1(}'/0 +:urr greater ;, un � member D..t (, pay any fees or surcharges imposed pursuant to section44 3--5(1 3 C 0t S ? Yes i Since the date of'filing of the last applocatron, has there, been Zany change ange in fonarrri.al iu'rta ea organizational slru.ar;;tr.ure (addition or deletion of officers, directors naoainagirrq mernbers or 0 and attach a listing of ail li(..luor businesses in which these new lenders, owners (other than loceaas, directors, managing rnr rihers, or general t:)<artners are materially interested No 6. Since the date of fling of the last application, has they 0f>g ay of' it than licensed financial institutions) been corrvictert of r crime? 10 yet, xplanar.7licara. 0 Ides r.7,ileaSe .lee ttfa°Iwa tB 1c:aru meek teac.k halda:'ar"; N l.aVlt,care, been ast rot ater1 ta:a r.. ta:aakhoolr e';aau0 V:rlra a:araf failed to w ra:rr s etc:w,) ()r It yc. , explain in (le tail Korai i0 o tuttationo), officers, , irt.ae::t' o Vr°anctear `v'arar � fJra DR 8400 (02/22/23) COLORADO DEPARTMENT OF REVENUE; Liquor Enforcement Division 7. Since the date of filing of the last .application, has the applicant or any e.Nf o't's ageeruts r)wvne 2 rnanag pro, partners of Ir;rbrierty other than licensed financial irJstututions) been rleniE..K1 an ,;alcohol beverage Voe.,eu ,ah's, fuaad ara alcohol br.,..veragEi loreensr. ,l10lrr;'. n led Car revoked, or had interest in any entity that had an alcohol beverage„ license denied suspended or rer/oked"? if yes, attach as detailed explanation, Yes o 8. Does the applicant or any of it:, Nye urt > ra�vDar qs, rnaai direct or indirect interest in any other Colorado liquor to Irc..r` nsee if yes, attach a detailed explanation. Yes partner including loans heear tf°aaarr doNaense, 1 tirrafrC..aael onstrtuWrrn.,) lrasrrs:'^ a�a any licensee or .,st in a.'i loan to any Affirmation & Consent declare under penalty of perjury on he second degree 'I hat this application and all attachments are true, correct and complete. to ttuaD best of my knowledge, ype urtt Nam A.ppIis<;}nt Au Report & Approval of City or County Licensing Authority The foregoing application has been examined and the premises, business a:;ondur;ted "id chaa° arcfi factory, and we do hereby report that such license, if granted, will comply with the provisions of l utlo 44. Articles 4 and 3, r l°?. a; ., east Liquor Rules. Therefore this application is approved. l Licensing Authority For I )Cte tpa;, Attes FRASER "MINTER PARK POLICE DEPARTMENT Serving Dicers W stake a difference Me To: Antoinette McVeigh From Kalie Boyter Date: May 31, 2023 Re: Tin Cup Tavern; Brandon Jung The Fraser/Winter Park Police Department has conducted a review/background check for the above -mentioned establishment as well as Brandon Jung. Background checks were done on the above individuals with the Fraser Winter Park Police Department finding no record within our agency. There was no record found in the state of Colorado within the past year on Brandon Jung. The background check on the establishment indicated that there were several incidents that required the Police Department's attention, within the past year. Including three liquor law violations. On July 28th, 2022, officers received seven videos from a nearby business rear entrance. One video showed a highly intoxicated male, five incidents of men urinating on the business rear entrance, and one video of two people riding a motorcycle near the business owner's rear entrance. See incident 22W001928 for multiple other violations from July 15"' - November 22nd. On July 30th, 2022, officers witness two males urinating in public behind Tin Cup Tavern. Both males were written summons to the Fraser Winter Park Municipal Court. See incident 22W001929. On August 7t', 2022, officers responded to a disturbance. Tin Cup Tavern received a violation of Colorado Liquor Law of Regulation 47-900 (A) for allowing a visibly intoxicated person to remain on their license premises without an acceptable purpose. See Incident 22W002123. On August 20th, 2022, officers were called to a disturbance at Tin Cup Tavern. Two males were asked to leave the area and had brandished a firearm. Both men were taken to jail, see incident 22W002350. On August 24th, 2022, officers responded to a male party brandishing handgun inside Tin Cup Tavern. Male party was not located. See incident 22W002432. "COMMITTED TO EXCELLENCE" On September 7"', 2022, officers were dispatched to a suspicious incident. A female believed she had been drugged at the bar. See incident 22W002730. On October 29"', 2022, officers were conducting a bar check. During the bar check they observed a male standing out the sidewalk with a pint glass in his hand with a liquid consistent with beer. Tin Cup Tavem's liquor license premises stops at the front door. Therefore, they were in violation of Colorado Revised Statues 44-3-901 (1) (n). No security at the bar was preventing this from happening. See Incident 22W003576. On October 29th, 2022, officers witnessed a male urinate behind trash cans outside of Tin Cup Tavern. The male had said that there was a long wait for the restrooms inside. The male was written a summons to the Fraser Winter Park Municipal court. See incident 22W003577. On October 29th, 2022, officers witnessed a male appearing to be urinating outside of Tin Cup Tavern. The male was written a summons for disorderly conduct into the Fraser Winter Park Municipal Court. See incident 22W003579. On November 12th, 2022, officers were on a routine bar check. While at the bar officers realized that the manager of tin cup tavern no longer works at the bar. The manager who no longer works there is the registered manager on the liquor license for Tin Cup Tavern. The Iocal licensing authority was not notified within five days of the new manager and a new manager must be named within thirty days. While officers were dealing with this issue, they also observed a female sitting at the bar having trouble holding her heard up right. No employee ever asked the female to leave the bar. This is a clear violation of Colorado Liquor Regulation 47-900 (A) Conduct of Establishment. See incident 22W003798 On December 11th, 2022, a male came to the police department to report an assault that happened the previous night. No charges were filed. See incident 22W004328. On December 27th, 2022, officers were dispatched for a report of a physical altercation. Both men were summons to the Fraser Winter Park Municipal Court for disorderly conduct. See incident 22W004650. On January 7th, 2023, officers were called for a report of a group of intoxicated males that were reported to be driving while intoxicated. Once officers were on scene, they realized one of the Tin Cup Tavern employees had a warrant for their arrest. Officers arrested the employee due to the warrant. See incident 23W00147. On February 12th, 2023, officers witness a male party urinated on the wall of Tin Cup Tavern. The male ran away from the officer. Once the subject stopped officers issued the male a summons for disorderly conduct. See incident 23W000863. On February 26th, 2023, officers were called by bar staff to a suspicious incident. The bar staff reported to having a local find a pill inside her beer after sitting by an unidentified male. No one was charged for the finding due to insignificant evidence. See incident 23W001110. Attached are the reports mentioned earlier. If you have any questions, please do not hesitate to contact me. kb • Page 2 TOWN OF FRASER LIQUOR AND BEER LICENSING AUTHORITY STIPULATION, AGREEMENT AND ORDER In Re the Matter of: Fraser Tap Room, LLC d/b/a Tin Cup Tavern 511 Zerex Street, Unit 103 Fraser, CO 80442 Colorado State License No. 03-13427 Expiration Date: June 22, 2022 The Town of Fraser (the "Town"), by and through the Winter Park/Fraser Town Prosecutor, Hoffmann, Parker, Wilson & Carberry, PC, and the Fraser Tap Room, LLC d/b/a Tin Cup Tavern (the "Licensee"), hereby stipulate and agree as follows: 1. The Licensee is holder of a tavern liquor license, Colorado State License No. 03- 13427 (the "License") and operates the business located at 511 Zerex Street, Unit 103, Fraser, CO 80442. 2. On November 27, 2021, the Town served a Notice and Order to Show Cause and Notice of Hearing (the "Order to Show Cause") on the Licensee setting a hearing for December 16, 2021 and alleging as follows: a. On or about November 6, 2021, customers of Licensee were observed consuming alcohol upon the license premise after 2:00 a.m., in violation of C.R.S. § 44-3- 901(6)(b). b. On or about August 21, 2021 and July 9, 2021, visibly intoxicated individuals were observed on the licensed premises of the Tin Cup Tavern without an acceptable purpose in violation of 1 C.C.R. 203-2:47-900. 5. Licensee acknowledges receipt of sufficient notice, advisement of rights, and process of the proceedings and wishes to resolve all issues subject to the Order to Show Cause by entering into this Stipulation, Agreement and Order (the "Order"). 6. The Licensee admits that the events occurring on November 6, 2021 constitute a violation of C.R.S. § 44-3-901(6)(b) and that the events occurring on August 21, 2021 and July 9, 2021 constitute violations of 1 C.C.R. 203-2:47-900, as further set forth in the Order to Show Cause. 7. The Town and Licensee have come to an agreement in lieu of proceeding to the December 16, 2021 hearing in this matter. The Town and Licensee hereby agree as follows: 12/14/2021 a. The December 16, 2021 hearing in this matter shall be vacated. b. That a four (4) day suspension of Licensee's liquor license is hereby imposed as follows: (i) one (1) day suspension imposed upon execution of this Order, to be served on December 19, 2021; (ii) The remaining three (3) day suspension shall be held in abeyance until satisfaction of the following two (2) conditions: (A) No further violations of the Colorado Liquor Code for a period of one (1) year; and (B) Training of all Licensee's servers, proof of which is to be provided to the Town of Fraser Clerk's Office within six (6) months of the date of this Order. 8. Licensee expressly agrees and acknowledges that Licensee has entered into this Order knowingly and voluntarily. Licensee acknowledges that the terms of this Order were mutually agreed upon. Licensee affirms that Licensee was aware that it had an opportunity to consult an attorney concerning this matter and has read this Order and fully understands its nature, meaning and content. 9. Licensee, as evidence by its signature below, is in agreement with all the terms and conditions of this Order. 10. Upon execution by all parties, this Order and all its terms shall have the same force and effect as an order entered after a formal hearing, except that it may not be appealed. Failure to comply with the terms of this Order may be sanctioned by this Authority. 11. Upon execution by both parties, this Order shall represent the entire and final agreement of the parties. In the event that any provision of this Order is deemed unenforceable by a court of competent jurisdiction, such provision shall be severed, and the remainder of this Order shall be given full force and effect. 12. All the costs and expenses incurred by Licensee in entering into this Order shall be the sole responsibility of the Licensee and shall not in any way be the obligation of the Town. 13. This Order shall be effective on the date approved and o red. Upon approval of this Order, this Order shall become a permanent part of the record. Daniel P. Harvey ° Hoffmann, Parker, Wilson & Carbrry, P.C. Town Prosecutor for Winter Park/Fraser 2 Brandon Coll Owner, Tin Cup Tavern 12/14/2021 APPROVED AND ORDERED this day of Town' "'of Winter Park/Fraser Municipal Judge, acting in his capacity as the Town of Fraser Liquor and Beer Licensing Authority , 2021. 11111111111111 11111 11111 11111 11 Tlhliis is theproof of your ad sclheeduulled to run in INU'i s indicated Ibellow�. if �^ 1 as II 2alrs "'U"`uumma�� on the dates u changes are needed, IpIlease contact us prier to deadline at (970) 18'7"3334. Notice IIlD: 9x9113'7anwliKIpllgaYuell....lF.: I::Dlroo'f IU.Ulpdated:, Jun., 22, 2,023 at 03:01.11amli MDT Notice Name:Tin Cup Tavern 11='11--I 11=1u..ultalliislhlelr 110: 2806.1.5 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. f 'll ll.... lfiif.l f 11 11....11 ll U I: k ll Alntoiilmetie IPA¢ \feiiglh amoveligh(arown/fraser.co,.us (970) 726••5491 ColUiurnirls t41Yiide 1 PAiiddlle 11=ro-arlk rimes Ad CIIa ss: II....egalls 07/06/2023: her Notice 14.11.7 Affiidaviit IFee su.ub'totall Tax. 1='Iroceessiiing IFeee. 4.00 $18.1.7 $0,00 $:L.82 Notice of Public Hearing Fraser, Colorado Please take notice that Fraser Ta Room LLC, dba Tin Cuir:r Tavern `111 Zerex Street raser, CO 80442, in the, County of Grano, State of Colorado on the 26th of May 2023 submuttecl a renewal ap p l lclatuon to the Town of Fraser for a Tavern Liquor License pursuant to the Colorado Liquor Code. The names and addresses of the members of the corporatoon are as follows: Brandon Jung 73 Coneflower Dr Tabernash, CO 80 ire F442 raser Board 01 Trustees„ acting as the vocal luquol IVicensiny autruorrtyy, will licld a public lean on sad applxcatuon on Wednesday, JuIy 19, 2023, at 7:00 p.m. in the Fraser Town Hall Board Room, located at 153 Fraser Avenue, Fraser, Colorado. The rneetirtqq will also be conducted virtually. Please contact theTwnr clerk for more rnformabioin at 970-531-9543. Petotione or remonstratrons may be tiled by forwardrrug them to the Fraser Town Clerk, P.O. Box 370 Fraser, CO 80442. Published by order of the Fraser Town Clerk PUBLISHED IN THE MIDDLE PARK TIMES ON THURSDAY, JULY e, 2023. Tin Cup "Tavern 11:::, 11 -1 Page 1 of 1 TOWN OF FRASER RESOLUTION NO. 2023-07-06 A RESOLUTION OF THE FRASER BOARD OF TRUSTEES, ACTING AS THE LOCAL LIQUOR LICENSING AUTHORITY FOR THE TOWN OF FRASER, APPROVING THE APPLICATION FOR RENEWAL FRASER TAP ROOM, DBA TIN CUP TAVERN., FOR TAVERN LIQUOR LICENSE FOR THE PREMISES AT 511 ZEREX STREET, UNIT 103, FRASER, CO 80442 WHEREAS, Fraser Tap Room dba Tin Cup Tavern., (the "Applicant") filed a renewal application with the Town of Fraser for a tavern liquor license for the premises located at 511 Zerex Street, Unit 103, Fraser, CO 80442; and WHEREAS, Town Clerk is aware that the licensee has violated provisions of the Colorado Liquor or Beer Codes or associated regulations during the preceding year, therefore, the Town Clerk cannot process the renewal request administratively, the request must be approved in a public hearing by the Board of Trustees, acting in their capacity as the local licensing authority. WHEREAS, a Stipulation, Agreement and Order was signed On December 16, 2021, and as a part of the stipulation the remaining (3) day suspension was held in abeyance until satisfaction of the following two conditions: (A) No violations of the Colorado Liquor or Beer Codes for a period of one year and (B) proof of Responsible Alcohol Vendor Training for all servers with in six months of the order. WHEREAS, there have been numerous incidents that required Police Department attention and three liquor license violations since December 16, 2021 and WHEREAS, a public hearing on said application was held on July 19, 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, AS THE LOCAL LICENSING AUTHORITY, HEREBY ORDERS THAT THE APPLICATION OF FRASER TAP ROOM DBA TIN CUP TAVERN FOR A TAVERN LIQUOR LICENSE FOR THE PREMISES AT 511 ZEREX STREET UNIT 103, 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. Proof of Responsible Alcohol Vendor Training of all employees within three months. 3. No violations of the Colorado Liquor or Beer Codes for a period of one year. DULY MOVED, SECONDED, AND ADOPTED THIS DAY OF 2023. TOWN OF FRASER BOARD OF TRUSTEES AND LIQUOR LICENSING AUTHORITY Votes in favor: Votes opposed: Abstained: BY: Mayor ATTEST: (SEAL) Town Clerk 2 PUBLIC ARTS COMMITTEE MINUTES DATE: MEETING: PLACE: PRESENT Friday, May 19th, 2023 Public Arts Committee Special Meeting Fraser Town Hall Board Room Board: Steve Fitzgerald, Lisa Baird, Kerry Crandell, Callie McDermot, Eric Vandernail, Jerilyn Suster, Cyndi McCoy Staff: Marketing and Communications Manager, Sarah Wieck 1. Regular Meeting: Roll Call Steve called the meeting to order at 9:04 a.m. 2. Approval of Agenda: Cyndi moved, and Jerilyn seconded the motion to approve the Agenda. Motion carried: 7-0. 3. Consent Agenda: Lisa moved, and Callie seconded the motion to approve the Agenda. Motion carried: 7-0. 4. Discussion a. Fire & Ice 2024 i. School ii. Ball fields iii. Adventure Park iv. Rec center or Behind rec center b. Mural Fest 2023 i. 30 artists ii. Moving it to Leonard Lane (20) iii. 10 at the businesses iv. Add artisans c. Creative arts center update i. Update from Steve on creative arts center Page 2 of 2 5. Open Forum: 6. Other Business: 7. Future Agenda Item: 8. Meeting Adjourned: Lisa moved, and Eric seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 9:45 a.m. PUBLIC ARTS COMMITTEE SPECIAL MEETING MINUTES DATE: Friday, June 9th, 2023 MEETING: Public Arts Committee Special Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Steve Fitzgerald, Lisa Baird, Tara Hendricks, Callie McDermot, Eric Vandernail, Staff: Marketing and Communications Manager, Sarah Wieck 1. Regular Meeting: Roll Call Steve called the meeting to order at 1:04 p.m. 2. Approval of Agenda: Eric moved, and Callie seconded the motion to approve the Agenda. Motion carried: 5- 0. 3. Consent Agenda: 4. Discussion a. Mural Fest 2023 Application review 5. Open Forum: 6. Other Business: 7. Future Agenda Item: Page 2 of 2 8. Meeting Adjourned: Eric moved, and Callie seconded the motion to adjourn. Motion carried: 5-0. Meeting adjourned at 2:00 p.m. PUBLIC ARTS COMMITTEE MINUTES DATE: Friday, July 6th, 2023 MEETING: Public Arts Committee Special Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Steve Fitzgerald, Lisa Baird, Callie McDermot, Eric Vandernail, Tara Hendricks Staff: Marketing and Communications Manager, Sarah Wieck 1. Regular Meeting: Roll Call Steve called the meeting to order at 9:04 a.m. 2. Approval of Agenda: Lisa moved, and Callie seconded the motion to approve the Agenda. Motion carried: 5-0. 3. Consent Agenda: Lisa moved, and Calli seconded the motion to approve the Agenda. Motion carried: 5- 0. 4. Discussion a. Mural Fest 2023 i. Updates on Mural fest and what everyone is working on to prepare. 5. Open Forum: 6. Other Business: a. Fire and Ice 2024 — Scheduled for Feb 10th Page 2 of 2 7. Future Agenda Item: 8. Meeting Adjourned: Lisa moved, and Eric seconded the motion to adjourn. Motion carried: 5-0. Meeting adjourned at 10:25 a.m. FRASER PLANNING COMMISSION MINUTES DATE: May 24, 2023 MEETING: Planning Commission Regular Meeting PLACE: Fraser Town Hall and Virtual On -Line Meeting PRESENT Commission: Commissioners: Chair Andy Miller, Vice Chair Bob Gnuse, Philip Vandernail, Katie Soles, Margaret Bowles, Parnell Quinn, Joy McCoy Staff: Others: Baseline Planning Services Ben Thurston and Alyssa Rivas, Town Manager Michael Brack, Town Clerk Antoinette McVeigh See list Online: Kevin R, Jardie Lauinger Chair Andy Miller called the meeting to order at 6:31 p.m. 1. Roll Call: Chair Andy Miller, Vice Chair Bob Gnuse, Philip Vandernail, Katie Soles, Margaret Bowles, Parnell Quinn, Joy McCoy 2. Approval of Agenda: Commissioner Bowles moved, and Commissioner Quinn seconded the motion to approve the agenda. Motion carried: 6-0. (Commissioner Gnuse no volume) 3. Appoint Chair and Vice Chair: Commissioner Vandernail moved, and Commissioner Bowles seconded the motion to appoint Andy Miller as the Chair. Motion carried: 6-0. (Commissioner Gnuse no volume) Commissioner Quinn moved, and Commissioner Vandernail seconded the motion to appoint Bob Gnuse as the Vice Chair. Motion carried: 6-0. (Commissioner Gnuse no volume) 4. Consent Agenda: a. Minutes March 22, 2023 Commissioner Bowles moved, and Commissioner Quinn seconded the motion to approve the consent agenda. Motion carried: 6-0. (Commissioner Gnuse no volume) 5. Discussion And Possible Action: a. Resolution 2023-05-02 Recommending Approval of a Conditional Use Permit for Wapiti Vista Town Homes On April 5, 2023, Jardie Lauinger submitted an application for a Conditional Use Permit for the property at 832 Wapiti Drive. The Conditional Use Permit is being requested in order to construct a three -unit townhome on a lot with an overall area of 6,647 square Page 2 of 4 feet (2,215 square feet per unit). The lot area does not comply with the minimum of 2,500 square feet per residential unit required by the MDMF Zone District. Conditional use means uses allowed only by permit of the Town, which permit may be granted or denied. If granted, certain conditions and performance standards may be imposed and must be complied with by the permittee. Conditional Use Permits require approval per the standards in Section 19-2-120. Section 19-1-210 of the Land Development Code requires a recommendation of approval from the Planning Commission to the Board of Trustees. The Board of Trustees is the final decision - making body for granting approval of a Conditional Use Permit. Alyssa Rivas from Baseline Planning Services presented. Applicant Jardie Lauinger answered questions. Commissioner Vandernail moved, and Commissioner Bowles seconded the motion to approve Resolution 2023-05-02 Recommending Approval of a Conditional Use Permit for Wapiti Vista Town Homes. Motion carried 7-0. b. Resolution 2023-05-03 Recommending Approval of Rezoning Clayton Court The Clayton Subdivision was approved in 1986 with four tracts (A -D). In 1991, Tracts B and C were resubdivided and eight lots were established on Clayton Court. In 1993, Lot 8 was resubdivided into two lots, resulting in the current nine lots on Clayton Court. In 2018, with the adoption of the new Fraser Land Development Code (LDC), Clayton Court was rezoned from Medium Density Mobile Home (M2) to Medium Density Single Family (MDSF) with an overlay zone of Riverwalk Mixed Use (RMU). According to Sec. 19-2-235 of the Fraser LDC, the MDSF district provides for: ...medium density residential neighborhoods that accommodate a wide variety of single- family dwelling types, parks and low -impact community facilities, where not more than two (2) single-family units are to be attached in one (1) structure on individually deeded and platted lots. According to Sec. 19-2-255 of the Fraser LDC, the RMU overlay district provides for: ...development that fosters the creation of a high density, walkable, mixed -use neighborhood which will integrate Fraser's historic downtown with the Fraser River and generate opportunities for downtown redevelopment, affordable housing and economic revitalization. The 2017 Downtown Strategic Plan's SWOT analysis identifies the MDSF zoning of Clayton Court as a "threat" because it allows single-family development that is contrary to the purpose of the RMU overlay stated above. Current conditions include vacant lots, some sheds, and three mobile homes on the east side of Clayton Court. On August 19, 2023, staff presented a workshop to the Town Board regarding a proposal to rezone Clayton Court to Business (B). At the conclusion of the workshop, the Town Board directed staff to proceed with a Town -initiated rezoning of the property from MDSF to B. The change of the underlying zoning district will not affect the continued applicability of the Riverwalk Mixed Use (RMU) overlay. Page 3 of 4 Ben Thurston from Baseline Planning Services presented. Public comment taken from Greg Bechler in favor of the rezoning. Commissioner Soles moved, and Commissioner McCoy seconded the motion to approve Resolution 2023-05-03 Recommending Approval of Rezoning Clayton Court. Motion carried 7-0. 4. Public Hearing And Possible Action: a. Recommending Approval of Final Plant and Final Plan for Elk Creek Condos Planning Area 4w.1 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 4W is listed at approximately 11.2 acres. The proposed FPDP is the second phase in planning area 4W and includes plans for 4.09 acres. The first phase of development was previously approved and construction will be completed soon. In March of 2022, the Final Planned Development Plan and Preliminary Plat for 4W.1 was brought before Planning Commission. At that time, the Preliminary Plat was approved with conditions, most of which involved corrections to be made to the FPDP before the Final Plats could move forward. A condition of the Preliminary Plat was that the "Applicant shall resubmit for review and approval all final plat and final plan & site plan documents. This development application shall be scheduled for Planning Commission once these conditions have been addressed". Due to this condition, the FPDP is being brought before the Planning Commission at the same time as the Final Plats. Additionally, the proposed Final Plats would subdivide the subject property into five lots for multi -family condominium units. Commissioner Soles moved, and Commissioner Boles seconded the motion to open the public hearing regarding Final Plant and Final Plan for Elk Creek Condos Planning Area 4w.1. Motion carried 7-0. Will Charles from Baseline Planning Services presented to the commission. Proof of publication was provided in the packet. Layla Rosales presented on behalf of the applicant and Clark Lipscomb applicant answered questions. Commissioner Soles motioned, and Commissioner Quinn seconded the motion to close the public hearing regarding Final Plant and Final Plan for Elk Creek Condos Planning Area 4w.1. Motion carried 7-0. ai. PC Resolution 2023-05-01 Approving A Final Plat and Recommending Approval of a Final Planned Development Plan for A Residential Development Known as Elk Creek Condos Planning Area 4w.1, Located Near the Corner of Old Victory Road and Highway 40, Legally Described as a Parcel of Land Located in The Sw1/4 Of Section 20, Township 1 South, Range 75 West of the 6th Principal Meridian, Town of Fraser, County of Grand, State of Colorado Page 4of4 Commissioner Quinn motioned, and Commissioner Bowles seconded the motion to approve PC Resolution 2023-05-01 Approving A Final Plat and Recommending Approval of a Final Planned Development Plan for A Residential Development Known as Elk Creek Condos Planning Area 4w.1. Motion carried 5-1-1, McCoy abstained, Nay Miller 5. Open Forum: none 6. Other Business: a. Commissioner Bowles Clayton Court cleanup b. Commissioner Vandernail Parking 7. Future Agenda Items: 8. Adjourn: Commissioner Vandernail moved, and Commissioner Soles seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 8:19 p.m. Antoinette McVeigh, Town Clerk