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Home My Public Portal AboutTBP 2014-04-16Town Board Briefing April 16, 2014 Please note that Members of the Board may have dinner together @ 5:30 p.m. at the Fraser Town Hall. The Board will be having an executive session at 6:00pm and the regular session will begin at 7:00pm. The executive session is intended to brief the current Board regarding Resolution 2014-03-06 (authorizing execution of an out of town water and sewer service agreement) which was adopted by the prior Town Board on March 26tH Briefings and related materials are included in the packet for the discussion/possible action items except for the appointments. A Resolution regarding the Water and Wastewater Committee appointments is included for Board consideration. However, you will note that six of the seven appointments are blank. We can fill those in at the meeting pending Board direction. The Code provides that Mayor is one appointment, so we have filled that blank. Three Board members are to be appointed by the Board. Additionally, three at large appointees are to be appointed by the Board. Currently, these positions are filled by Dennis Soles, Ron Anderson, and Steve Radcliff. These appointees all serve two year terms (concurrent with our election cycle) and remain Committee members until such time as they are replaced by a new appointee. We have confirmed that all three would like to continue to serve the community in this capacity. Finally, we ask the Board consider it's appointee to the Planning Commission. As a reminder, the Mayor serves on the Planning Commission. The Mayor also appoints a member of the Board and four at large members of the Planning Commission. The Board appoints one Trustee to serve as Planning Commissioner. Appointees serve essentially four year terms (it may be more or less depending on appointment date and the election cycle as provided by Section 2-6-30 of the Town Code). Currently, the Planning Commission Chair (Jean Wolter) and the Mayor are the only remaining members after the recent election. The Board appointment can be accomplished by an approved motion. As always, feel free to contact me if you have any questions or need any additional information. Jeff Durbin Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com *FRASER BOARD OF TRUSTEES MINUTES DATE: Wednesday, April 2, 2014 MEETING: Board of Trustees Regular Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Mayor Peggy Smith; Trustees; Philip Naill, Eileen Waldow, Vesta Shapiro, Cheri Sanders, Cody Clayton Taylor, Jane Mather, Katie Soles and Andy Miller Staff: Town Manager Jeff Durbin; Town Clerk, Lu Berger; Finance Manager Nat Havens; Public Works Director Allen Nordin;; Police Chief, Glen Trainor, Town Attorney Rod McGowan Others See attached list Mayor Smith called the meeting to order at 6:05 p.m. 1. Roll Call 2. Approval of Agenda Trustee Shapiro moved, and Trustee Naill seconded the motion to approve the agenda. Motion carried: 4-0. 3. Approval of March 26, 2014 Minutes Trustee Waldow moved, and Trustee Shapiro seconded the motion to approve the minutes. Motion carried: 4-0. 4. Clerk Report of 2014 Election Results Election: Official results of the Election: Names of Candidates Office Voted For Total No. of Votes Cast Katie Soles Trustee 142 22.58% Cody Clinton Taylor Trustee 133 21.11% Andy Miller Trustee 95 16.13% Jane Mather Trustee 84 14.26% Steve Sumrall Trustee 68 11.54% Vesta Shapiro Trustee 67 11.38% 5. Swearing in of New Town Board Members 6. Thanks to Outgoing Elected Officials and Candidates 7. Consent Agenda Page 2 of 2 8. Open Forum Cheri Sanders addressed the Board regarding her tenure as a Board member thanking the Board, staff and citizens. Cheri also addressed the Board as a lifelong resident expressing her hope for the future of Fraser. Rick Edelson asked the Board on the status of the BPP agreement, passed at the March 26, 2014 Board meeting. 9. Public Hearing - None 10. Discussion and Possible Action Regarding a) Appointment of Appointed Officers as provided by the Town Code: i) Town Clerk — Lu Berger ii) Town Treasurer — Nat Havens iii) Town Attorney — Rod McGowan iv) Municipal Judge — Georgia Noriyuki TM Durbin recommended approval of all appointments. Trustee Naill moved, and Trustee Taylor seconded the motion to approve the Appointment of Appointed Officers as provided by the Town Code. Motion carried: 7-0. b) Appointment of Mayor Pro Tem as provided by the Town Code TM Durbin outlined the need for the appointment of a Mayor Pro Tem Trustee Miller nominated and Trustee Mather seconded the nomination of Eileen Waldow as Mayor Pro Tem. Trustee Taylor nominated and Trustee Soles seconded the nomination of Philip Naill as Mayor Pro Tem. Trustee Taylor moved, and Trustee Soles seconded the motion to approve Philip Naill for the Appointment of Mayor Pro Tem as provided by the Town Code. Motion carried: 4-3. C) 2014 Work Plan Discussion TM Durbin briefed the Board on the work plan the town is currently working on for 2014 and asked for their feedback regarding the plan, their interests and prioritization of the projects was discussed. 11. Staff Reports 12. Other Business: Trustee Soles moved, and Trustee Taylor seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 7:00 p.m. Lu Berger, Town Clerk a� p d H _ CL O "a N0C�0 CL ++ Q c d O dco r M N t!3 �O E M ° aL) xia"a ,N3N cV O �. 0 _ ,° O p ' OO N CL O O J E L S = L U) N C rU) M N %+ 0 L •� �O tAt O . Y �_ c p d N •S2— �' N GN) V HN dt 3 mF+�E� Hca) •� O F+ to C Eis•a p AL O J p N L v 1 O OE O u) N L > O cC O O R O m. Rf ++ V N L L° N L o N 41 0.2 Q 0 N Cp C p 3 v N N 0 N V O C "+ O R m C Q •� L v d L Q': L _ 3� '+- O d L N i d Q O R) d 0 U-;, O L O p 0 Q• p C o L C L' L C p .N V H a A N O- A L 5 V d L. Q. d 'N — N 40 S \�(• N >+ "�, Q A = "+ L L L CL Q3 'N Q. Y 40 ' ca p A �he C R N 4) F- C *a7Ed 0s0 N o•a R x L a� O CL C .3 'a E C „O O N >' N m C N _ ._ N S 3 NN H .N ~ R, 3 4) N O r-i 2 L 'a = LL p 0 C ' N C C O O m -a m O) -he ° ia. E C C C t!i {� p p 0 .a d d �' C N � m o d 0 0 (� C N a� a� Z U 9) 'O a? J O �. 0 _ N CL O J O+ c J N O _0 m (Q c E W l S \�(• 2 _ V � R MEMO TO: Mayor Smith and the Board of Trustees FROM: Jeffrey L. Durbin, AICP, ICMA-CM, Town Manager DATE: April 4, 2014 SUBJECT: CR804 MATTER BEFORE BOARD: Winter Park Ranch Water and Sanitation District is finalizing plans to replace a water main at the top of CR804. Concurrently, Grand County is finalizing plans to reconstruct the pavement and drainage of unincorporated CR804. The reach of CR804 between US40 and essentially Winter Park Lodge is under the jurisdiction of the Town of Fraser and has deteriorated significantly over the last year and is in need of attention. We need to address the mutual jurisdictional issue of a County Road that is in our municipal jurisdiction, as well as consider significant unbudgeted expenditures. ACTION REQUESTED: Staff will be seeking authorization to collaborate with the Grand County project to complete necessary improvements at a lower cost than otherwise available. This direction would also result in an amended 2014 Budget (formal adoption of which would occur in December). BACKGROUND: On the following image, the Town boundary is shown by a dash dot line, properties located within the town of Fraser are shown with color overlays representing Zoning Districts. Avg ®iWL 'x016- rw rir � rte. �I1U P . Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Page 11 10 r s The above image includes the Town Boundary as a dash dot line, Winter Park Lodge is located just beyond the boundary line. If you visit the site, there is a flashing yellow sign located very near the Town Boundary. Despite our annual crack sealing and pot hole repair efforts, the condition of CR804 has deteriorated exponentially over the course of this winter. In 2009 we implemented a pavement management program, we've used that program to plan and fund annual pavement projects. Since that time, we've also been having preliminary conversations with Grand County regarding our proposed Street Intergovernmental Agreement (IGA). The goal of this IGA is clarify and define operations and maintenance responsibilities of roadways we "share" with Grand County. These include CR804, CR8, CR72, a little bit of CR 73, and CR7221. Operationally our crews manage effective coordination and shared work loads. It's projects like this, and the bridge on CR8 that remain unclear. Our IGA discussions have been hampered by the unknowns related to the annexation of Byers Peak Ranch. At this time, it's my hope we can bring this IGA to fruition in 2014. Regardless, given the condition of CR804 we should address improvements promptly. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Page 12 As a matter of further background, I would note that generally speaking County Roads in Grand County serve unincorporated properties, and as communities have grown up around them they often serve as regional or arterial roadways. When a municipality annexes a property, annexation laws provide that any public right-of-ways adjacent to that property would also be annexed into the municipality (unless the property on the other side of the right of way was already annexed into another municipality). It's clear that County Roads annexed into municipalities then serve both incorporated and unincorporated properties. Generally, such regional collector or arterial streets are constructed to a higher standard than local streets given the higher capacities involved. During our sporadic discussions with Grand County, we've discussed cost sharing for long term maintenance of these shared roadways. While we have yet to take this step, it is possible to identify pro rata shares based on area, residents, or vehicular trips served. CR72, the road up to the Fraser Tubing Hill, along with GC7221 (Fraser Valley Parky) are also matters that we anticipated addressing in the proposed IGA. Given the ongoing annexation discussions with Byers Peak Properties we were unable to move forward with an IGA. Keep these roads in mind, and at another time I'll brief you on the concepts that were proposed to address the overly steep approach on CR72 along with the intersections and extensions of the Fraser Valley Parkway. The proposed Winter Park Ranch Water and Sanitation District and Grand County projects have been moved forward sooner than planned given the recent water main failures (which resulted in the dramatic hillside failure you may recall seeing) along with the significant deterioration of CR8O4 that has occurred this winter, and the opportunity to coordinate large projects that will involve traffic detours and likely temporary road closures that will the travelling public. Grand County is finalizing construction drawing with a goal of putting the project out to bid by late April and expects bids to be due early May. They are concerned about the availability of contractors this construction season for such a significant project. If Fraser elects to collaborate, the subject reach could be added as a bid alternate. While this project was not anticipated by the Town of Fraser 2014 Budget, revenues from Safeway and other business in the service area certainly play a very important part of the 2014 Budget. During preparation and adoption of the 2013 and 2014 Budgets the Town Board was clear that long term fiscal sustainability of the organization is both a priority and concern. Street and pavement maintenance and operations present substantial financial liabilities. The Board also adopted a policy whereby expenditures for emergency or capital projects are appropriate uses of reserves. State law provides that expenditures that exceed budgeted expenditures are not illegal, but it would require adoption of an amended budget prior to the end of the fiscal year. In prior years, when this has occurred, we have found it most efficient to complete at the end of the year concurrent with the next year's budget process. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Page 13 It may also be helpful at this time to provide some background regarding authorizations for expenditures. Projects that are expected to exceed $50,000 must be put out for bid, unless that requirement is waived by the Town Board. While this rarely happens, there have been such occasions. The Town Manager is authorized to approve expenditures that are consistent with the adopted Budget up to $10,000 without Board action. When emergency expenditures are necessary, such as a water line repair or booster pump replacement, that exceed $10,000 practice has been to update the Board as soon as practical. As I recently noted at a Board meeting, on the evening of June 12th we will be co -hosting a public forum for this project. Regardless of our participation in this project, our residents and businesses may be affected by detours and closures. The details related to project management and public information efforts are pending final project design/scoping. As you consider collaboration with Grand County, I'd suggest you include the other "shared" roadways in your thought process, as our success here will certainly affect future opportunities. ALTERNATIVES: Clearly, the "no action" alternative is not viable in this case. These improvements are necessary sooner than later. Likewise, it is clear that this road is within our municipal boundary and serves a significant retail sales tax generator. There are a variety of ways to consider implementing these improvements: Fund entire reach within Town of Fraser jurisdiction at cost of approximately $313,500 as standalone Fraser project or approximately $275,000 as a component of entire CR8O4 project. Cost savings result from economies of scale and mobilization costs. Fund only the reach between US4O and the Safeway traffic signal at a cost of approximately $209,000 as a stand along project or approximately $186,000 as a component of the entire CR8O4 project. Fund only reach between the Safeway traffic signal and Winter Park Lodge at a cost of approximately $104,500 as a stand along project or approximately $89,000 as a component of the entire CR8O4 project. Fund these improvements via cost sharing with Grand County. Clearly, the reach between US4O and the Safeway traffic signal are important to a significant retail sales tax generator in Fraser and heavily used by our residents and customers. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Page 14 f 1 Il T . 4e -, el lot RECOMMENDATION: This is an important roadway that is in need of attention as its condition is deteriorating rapidly, and we should take the opportunity to complete improvements at the reduced costs available via collaboration with Grand County. I believe it is reasonable to suggest that the Town of Fraser fund all or most of the $186,000 for improvements between US40 and the Safeway traffic signal and the Board request that the Grand County Board of Commissioners fund all or most of the $89,000 for improvements between the Safeway traffic signal and Winter Park Lodge as this reach primarily serves unincorporated residents and property owners. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Page 15 Anthony I DiCola March 21, 2014 Rod McGowan Cazier, McGowan & Walker P.O. Box 500 Granby, CO 80446 970-887-3376 Dear Rod, Anthony I D1Cola Attorney at Law 400 Byer,5 Ave. P.O. Box 512 Kot Sulphur 8priMs, Colorado 80451 Phone: (970) 725-5515 FAX: (970) 725-5525 Winter Park Ranch obtained the permits necessary for the easement relocation. Enclosed please find the First Amendment to Easement Agreement (two copies) and copies of the permits for your files. Would you have the Town of Fraser execute the amendment and return them to me. I will have my client execute it and send it back. Very truly yours, FIRST AMENDMENT TO EASEMENT AGREEMENT THIS FIRST AMENDMENT TO EASEMENT AGREEMENT is entered into effective 20_, by and between THE TOWN OF FRASER, COLORADO, a municipal corporation of the State of Colorado ("Fraser"), and WINTER PARK RANCH WATER AND SANITATION DISTRICT, a special district of the State of Colorado ("District"), whose address is P.O. Box 1390, Fraser, CO 80442. WHEREAS, Fraser and District previously entered into an Easement Agreement, dated September 23, 2003 and recorded October 13, 2003 at Reception No. 2003-013288 of the records in the office of the Clerk and Recorder of Grand County, Colorado ("the Easement Agreement"); and WHEREAS, said Easement Agreement provides for certain easements upon the following real property owned by Fraser located in the Town of Fraser, County of Grand, Colorado, to -wit: Lot 5, Safeway -Fraser Marketplace, according to the recorded plat thereof; (the "Burdened Property"); and WHEREAS, Fraser and District desire to amend said Easement Agreement, by changing the location of one of the easements described therein; and WHEREAS, the parties further desire to correct certain errors made in the Exhibits attached to the recorded Easement Agreement. NOW THEREFORE, in consideration of the premises and the mutual promises and covenants set forth herein, the parties agree as follows: 1.0 RELOCATED EASEMENT 1.1 The Ditch Easement described in Subsection 2.1.4 and on Exhibit "F" of the Easement Agreement (the "Terminated Ditch Easement") shall be replaced with a new Water Line Easement, as described on Exhibit "A" attached hereto and incorporated herein by this reference, which may be used by District for the installation of a ditch pipeline (not a well supply pipeline) in accordance with the provisions of Subsection 2.2.2 of the Easement Agreement. 1.2 District shall complete the installation of the water pipeline on said new Water Line Easement within two (2) years after the date of this Agreement.and shall abandon use of the Terminated Ditch Easement on or before that date. Said Terminated Ditch Easement shall be deemed to be vacated and terminated as of the date that the new water pipeline is installed and in operation or as of the date that is two (2) years after the date of this Agreement, whichever comes first. The District shall be required to restore the surface of the land traversed by such Terminated Ditch Easement on or before such termination date. 1.3 The relative locations of said Terminated Ditch Easement and the new Water Line Easement are depicted on Exhibit "B" attached hereto. 2.0 CORRECTION OF EXHIBIT REFERENCES 2.1 The legal descriptions set forth on Exhibit "A" at page 7 of the recorded Easement Agreement, and on Exhibit "D" at page 11 of the recorded Easement Agreement, were erroneously attached to the Easement Agreement and said Exhibits are hereby deleted in their entirety. 2.2 The reference to "Exhibit A" in Section 2.1 on page 2 of the Easement Agreement was intended to refer to the map attached at page 16 of said recorded Easement Agreement, and said map is hereby designated as such Exhibit "A", notwithstanding the pagination of the recorded document. 3.0 ADDITIONAL PROVISIONS 3.1 Except as expressly amended and modified herein, all terms and conditions of the Easement Agreement shall remain in full force and effect and the parties hereby ratify and affirm the same. IN WITNESS WHEREOF, the parties have caused this Amendment to be executed by their duly authorized representatives. DISTRICT WINTER PARK RANCH WATER AND SANITATION DISTRICT, a special district of the State of Colorado BY: President ATTEST: Secretary FRASER THE TOWN OF FRASER, COLORADO, a municipal corporation of the State of Colorado Peggy Smith, Mayor ATTEST: Lu Berger, Town Clerk -2- STATE OF COLORADO ) ) SS COUNTY OF GRAND ) The foregoing instrument was acknowledged before me on 20_, by Peggy Smith, as Mayor, and Lu Berger, as Town Clerk, of The Town of Fraser, Colorado, a municipal corporation of the State of Colorado. Witness my hand and official seal. My Commission expires: (SEAL) Notary Public STATE OF COLORADO ) ) SS COUNTY OF ) The foregoing instrument was acknowledged before me on > 20_, by , as President, and , as Secretary, of Winter Park Ranch Water and Sanitation District, a special district of the State of Colorado. Witness my hand and official seal. My Commission expires: (SEAL) -3- Notary Public W V. coR. \ \ w 1 Corr. I s ao ��,,tt�� 0 �1 NW sw � — _ �, N89 58'03`W � 5 20 �1 r SR Ss w1 1313.92' 7P.o.C. L Nw1�. O RCm aZ� ERASER RIVER TRAIL ` 1 58149' wVILLAGE LAI& / POD H GRAW1 \ •Bono O Denotes only a change of direction or legal description call, not a set monument. f 01 SCALE 1"=40' NOTICE: According to Colorado low you must commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years Page 2 of 2 from the date of the certification shown. LEGAL DESCRIPTION & EXHIBIT MAP og tmr g SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH P.M. gM ? ;� ? SAFECOUNTY OF GRAND, MARKETPLACE— COLORADO EXHIBIT A LEGAL DESCRIPTION A 30 foot wide utility and maintenance easement over, across and on Lot 5, Safeway—Froser Market Place, as recorded under rece tion number 98006151 Section 20, Township 1 South, Range 75 Nest of the 6th P.M. Town o{ Fraser, County of Grand State of Colorado said easement lying 15.0 feet on each side of be following descr%ed centerline; Commencing at the Northeast corner of the Northwest Y, of the Southwest A of sold Section 20, frorq whence the West Quarter corner of said Section 20 bears North 89'580" West, with all bearings contained herein being relative thereto Basis of Bearing); Thence South 17'51'02" East 623.69 feet to a point on the existing westerly bank of the Fraser diver, sold point being the Point of Beginning; Thence South 81'49'18" West, 192.41 feet to a point on the existing easterly bank of Village Lake Il, sold point being the Terminus of said 30 foot wide utility and maintenance easement, the side lines of which are to be lenggthened or shortened to intersect said existing westerly bank of the Fraser River and said existing easterly bank of Mlloge Lake 11. I, David R. Lutz�p�� 19;� ed land surveyor in the State of Colorado, do hereb certi of description and exhibit map represents the resul s o oWjq paa y me or under my direction. Page 1 of 2 j' I &< LEGAL DESCRIPTION & EXHIBIT MAP SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6th P.M. aBSAFEC UNTY F GRAND, STATEOF COLORADO611 EXHIBIT B / x i / I r / fI� ®� a � � { 7 mow/ ® • �' \ ,-= TOWN OF FRASER BOARD OF TRUSTEES Resolution No. 2014-04-01 A RESOLUTION AUTHORIZING EXECUTION OF AN EASEMENT AGREEMENT WITH WINTER PARK RANCH WATER AND SANITATION DISTRICT WHEREAS, the Town Board finds that it is mutually beneficial to both the Town of Fraser and Winter Park Ranch Water and Sanitation District to relocate the existing water inlet facilities for the "Lions Ponds." NOW, THEREFORE, BE IT RESOLVED BY THE TOWN OF FRASER BOARD OF TRUSTEES, AS FOLLOWS: The Mayor is hereby authorized to execute the attached Easement Agreement. DULY MOVED, SECONDED, AND ADOPTED THIS 16th DAY OF APRIL, 2014. Votes in favor: BOARD OF TRUSTEES OF THE Votes opposed: TOWN OF FRASER, COLORADO Absent: Abstained: BY: Mayor ATTEST: (SEAL) Town Clerk LAZIER, McGOWAN & WALKER (-,I yewv ,J�XJ7l'J1y7�7 OF PROFESSIONAL CORPORATIONS STANLEY W. CAZIER P.C. RODNEY R. McGOWAN, P.C. JOHN D. WALKER, P.C. Rod McGowan rodrmcgowan-pc.com April 2, 2014 Mr. Jeffrey Durbin, Town Manager Town of Fraser P.O. Box 370 Fraser, CO 80442 Re: WPRWSD Dear Jeff - 62495 U.S. HIGHWAY40 EAST P.O. BOX 500 GRANBY, COLORADO 80446 TELEPHONE (970) 887-3376 FAX (970) 887-9430 JOHN L. BAKER, P.C. C OF ()UNSEL Following up on our phone conversation, I have enclosed the correspondence received from Jack DiCola, including execution copies of the First Amendment to Easement Agreement. Very truly yo s, Rodney R. McGowan, P.C. RRM:sw Encl. Anthony I DiCola March 21, 2014 Rod McGowan Cazier, McGowan & Walker P.O. Box 500 Granby, CO 80446 970-887-3376 Dear Rod, Anthony I D1Cola Attorney at Law 400 Byers Ave. P.O. Box 312 Hot Sulphur 8prims, Colorado 80451 Phone: (970) 725-3315 Winter Park Ranch obtained the permits necessary for the easement relocation. Enclosed please find the First Amendment to Easement Agreement (two copies) and copies of the permits for your files. Would you have the Town of Fraser execute the amendment and return them to me, I will have my client execute it and send it back. Very truly yours, 0 • DEPARTMENT OF THE ARMY U.S. ARMY ENGINEER DISTRICT, SACRAMENTO CORPS OF ENGINEERS 1325 J STREET SACRAMENTO CA 95814-2922 REPLY TO ATTENTION OF March 4, 2014 Regulatory Division (SPK -2012-00437) Mr. Kirk Klancke Winter Park Ranch Water and Sanitation District Post Office Box 1390 Winter Park, Colorado 80442 Dear Mr. Klancke: We are responding to your request for a Department of the Army permit for the Winter Park Ranch Water and Sanitation District Augmentation Pond Intake Relocation and Upgrade project. This project involves activities, including discharges of dredged or fill material, in waters of the United States to permanently impact approximately 240 square feet of the Fraser River, 85 square feet of wetlands, and 50 square feet of open water pond to construct a new (relocated) intake structure, one boulder cross -vane structure, and a riprap-reinforced outlet in the augmentation pond; and to permanently impact 350 square feet of the Fraser River channel and 10 square feet of wetland to construct a bank full bench and boulder J -hook structure to stabilize the river bank. The project is located on or near the Fraser River, within the SW'/ Section 20, Township 1 South, Range 75 West, Sixth Principal Meridian, Latitude 39.94305°, Longitude - 105.80715°, Town of Fraser, Grand County, Colorado. A project location map is enclosed. Based on the information you provided, the proposed activities are authorized by Nationwide Permit (NWP) 7 - Outfall Structures and Associated Intake Structures and NWP 13 — Bank Stabilization. Your work must comply with the general terms and conditions listed on the enclosed NWP summaries and Regional Conditions (Enclosure 4), and the following Special Conditions: In order to minimize impacts to waters of the United States, you shall construct the project in accordance with the enclosed Augmentation Pond Intake Relocation and Upgrade plans dated February 25, 2014, and implement the enclosed storm water management plan included as Appendix C in the November 14, 2013, Pre -Construction Notification. Any modification to the project that would incur additional impacts to waters of the U.S. must be coordinated with the Corps well in advance of construction. 2. You are responsible for all work authorized herein and ensuring that all contractors and workers are made aware, and adhere to the terms and conditions, of this permit authorization. You shall ensure that a copy of the permit authorization and associated drawings are available for quick reference at the project site until all construction activities are completed. 3. To ensure your project complies with the Federal Endangered Species Act, you must implement all of the mitigating measures identified in the enclosed U.S. Fish and Wildlife Service Biological Opinion letter (FWS No. ES/GJ-6-CO-99-F-033-CP132, TAILS 06E24100 -2014-F-0054, dated February 4, 2014) and signed Recovery Agreement dated February 4, 2014, including those ascribed to the Corps therein. If you are unable to implement any of these measures, you must immediately notify this office and the U.S. Fish and Wildlife Service office, prior to initiating any work, so we may consult as appropriate in accordance with Federal law. -2- 4. You must sign the enclosed Compliance Certification and return it to this office within 30 days after completion of the authorized work. The Compliance Certification must include post -construction photographs of the project site showing the work conducted. The camera positions and view angles of post -construction photographs shall be identified on a map, aerial photo, or project drawing. Photo locations shall include all major project features and waters of the U.S. This verification is valid until March 18, 2017, when the existing NWPs are scheduled to be modified, reissued, or revoked. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant NWP is modified, reissued or revoked, you will have twelve (12) months from the date of the modification, reissuance or revocation of the NWP to complete the activity under the present terms and conditions. Failure to comply with the General and Regional Conditions of this NWP, or the project -specific Special Conditions of this authorization, may result in the suspension or revocation of your authorization. Please refer to identification number SPK -2012-00437 in any correspondence concerning this project. If you have any questions, please contact Lesley McWhirter at our Colorado West Regulatory Branch, 400 Rood Avenue, Room 224, Grand Junction, CO 81501, by email at Lesley.A.McWhirter@usace.army.mil, or telephone at 970-243-1199, extension 17. For more information regarding our program, please visit our website at www.spk.usace.army.mil/Missions/Regulatory.aspx. We would appreciate your feedback. At your earliest convenience, please tell us how we are doing by completing the customer survey on our website under Customer Service Survey. Sincerely, Lesley Mc irter Senior Project Manager, CO West Branch Regulatory Division Enclosures: 1. Project Location Map 2. NWP 7 Summary 3. NWP 13 Summary 4. NWP Regional Conditions in Colorado 5. Augmentation Pond Intake Relocation and Upgrade Plans dated February 25, 2014 6. Appendix C - Storm Water Management Plan 7. U.S. Fish and Wildlife Service Biological Opinion letter dated February 4, 2014 8. Compliance Certification cc (w/encl 1): Mr. Lyle Sidener, Area Wildlife Manager, Colorado Parks and Wildlife, Post Office Box 216, Hot Sulphur Springs, Colorado 80451 Mr. Allen Nordin, Public Works Director, Town of Fraser, Post Office Box 370, Fraser, Colorado 80442-0370 Mr. Geoff Elliott, Grand Environmental Services, Post Office Box 857, Grand Lake, Colorado 80447-0857 Preconstruction Notification for SPK -2012-00437 Augmentation Pond Intake Relocation and Upgrade Winter Park Ranch Water and Sanitation District in Fraser, Colorado 1Ub.LS000- VV lUb.Ubbb/- VV lUS.tSO.S33' w 1U.5./UUUU- VV lUb.51bb/- W WdiSki4 1W).Z000U" W -iI — i - ;sT s ... _ _� o. a 1 . o N� e_�•y r.-� ..�4 � � '4 ice' \' "w, d F• ys in fnKiemmlin� h - / a Z St F -$ti' 7$.. ?y {. ID - LO _ s a Winter Park Ranch P Water and Sanitation P _ • District Project Area n E '.1 -affil' 6 D i;: iAH § t`t i , ya :Fraser �.rtn as . a��"'"r � •;. PAHO y `®Lon rN Q' ey�:e 7}•a •.• D �.. I d i� N e °•�',.t .� r3 ave"•,:^•' ,,,� / A. ° .f'.�-- 1. S! daz b>'.'s�� Map created- ith ©2007-Nationap6eogr'aph�c l o6.75onn, w 106.066670 W 105.88333' W 105.700000 W l n5.5t 6670 W Wasna i nr 7nnnno w NATIONAL p /� q TN MN IO AL 0 5 10 15 20 25 mLes 90 GEOGRAPHIC 0 5 10 15 20 25 30 35 40 km 03/14/13 Figure 1: Location Flap for the Winter Park Ranch Water and Sanitation District (WPRWSD) Project Area. WPRWSD is located in the east part of the Town of Fraser, in Grand County, Colorado. The water augmentation pond intake system is on the Fraser River, a headwater tributary of the Upper Colorado River Basin (HUC 14010001). The Colorado River is considered a "Traditionally Navigable Water" (TNW) at Kremmling, making the Fraser River a "Relatively Permanent Water" (RPW) tributary to the TNW Colorado River. The WPR District project area is downstream from the Denver Water Moffat Collection System, which controls river flows. 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U � c 4O -C U CL (o a E 0 s > O a) + U L O > aL� VI VI L � y d o O U v �� Lam• '> u bn o v v d v � + O a x m 3 -0 � E C s ° m E E - tiO N Ln M a) > L t W rv -0 co c > O o 3 O ;' O OO c L7 c-0 +-,-0 w E a) +J 4+ +"� E a) E n3 . a L S2 3 m a) n c o +-1 o P L a) s — v a, tW aj c 3 � - > a o c L q v � i t .c 3 6 0 L +, � o `c° 3 c L -0 a) cLa O x — — — L L 4-, {-+ .N O i o N N N ENT of h 9ERVILDI.IFE N o United States Department ®f the Interior A FISH AND WILDLIFE SERVICE �gACH 3 �9a K'T or iHe Ecological Services 445 West Gunnison Ave, Suite 240 Grand Junction, Colorado 81501-5720 f"ii �cT�e n IN REPLY REFER TO: ES/GJ-6-CO-99-F-033-CP 132 SEB G 6 770 1 .1, TAILS 06E24100 -2014-F-0054 February 4, 2014 Susan B. Nall Chief, Colorado West Regulatory Branch US Army Corps of Engineers 400 Rood Avenue, Room 224 Grand Junction, Colorado 81501 Subject SPK -2012-00437 Dear Ms. Nall: In accordance with section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.), and the Interagency Cooperation Regulations (50 CFR 402), the Fish and Wildlife Service (Service) transmits this correspondence to serve as the final biological opinion (BO) for the Winter Park Ranch Water and Sanitation District's diversion Relocation project. The US Army Corps of Engineers (Corps) proposes to issue Nation-wide permits 12 and 13 to the Applicant for replacement and relocation of an intake system that diverts water from the Fraser River into two existing augmentation ponds. The proposed action will cause an average annual depletion of water totaling 9.7 acre-feet (AF)/year. A Recovery Implementation Program for Endangered Fish Species in the Upper Colorado River Basin was initiated on January 22, 1988. The Recovery Program was intended to be the reasonable and prudent alternative for individual projects to avoid the likelihood of jeopardy to the endangered fishes from depletions from the Upper Colorado River Basin. In order to further define and clarify the process in the Recovery Program, a section 7 agreement was implemented on October 15, 1993, by the Recovery Program participants. Incorporated into this agreement is a Recovery Implementation Program Recovery Action Plan (RIPRAP) which identifies actions currently believed to be required to recover the endangered fishes in the most expeditious manner. On December 20, 1999, the Service issued a final programmatic biological opinion (PBO) for Bureau of Reclamation's Operations and Depletions, Other Depletions, and Funding and Implementation of Recovery Program Actions in the Upper Colorado River above the Confluence with the Gunnison River. The Service has determined that projects that fit under the umbrella of the Colorado River PBO would avoid the likelihood of jeopardy and/or adverse modification of critical habitat for depletion impacts. The Colorado River PBO states that in order for actions to fall within the umbrella of the PBO and rely on the RIPRAP to offset its depletion, the following criteria must be met. 1. A Recovery Agreement must be offered and signed prior to conclusion of section 7 consultation. 2. A fee to fund recovery actions will be submitted as described in the proposed action for new depletion projects greater than 100 AF/year. The 2014 fee is $20.24 per AF and is adjusted each year for inflation. 3. Reinitiation stipulations will be included in all individual consultations under the umbrella of this programmatic. 4. The Service and project proponents will request that discretionary Federal control be retained for all consultations under this programmatic. The Recovery Agreement was signed by the Service and the Water User. The depletions associated with this project are under 100 AF/year, therefore, the project sponsor does not make a contribution to fund recovery actions. The Corps has agreed to condition its approval documents to retain jurisdiction should section 7 consultation need to be reinitiated. Therefore, the Service concludes that the subject project meets the criteria to rely on the RIPRAP to offset depletion impacts and is not likely to jeopardize the continued existence of the species and is not likely to destroy or adversely modify designated critical habitat. The reinitiation criteria for the Colorado River PBO apply to all projects under the umbrella of the PBO. For your information the reinitiation notice from the Colorado River PBO is presented below. REINITIATION NOTICE This concludes formal consultation on the subject action. As provided in 50 CFR 402.16, reinitiation of formal consultation is required where discretionary Federal agency involvement or control over the action has been retained (or is authorized by law) and under the following conditions. a. The amount or extent of take specified in the incidental take statement for the Colorado River PBO is exceeded. The Service has determined that no incidental take, including harm, is anticipated to occur as a result of the depletions contemplated in this opinion because of the implementation of recovery actions. The implementation of the recovery actions contained in the Colorado River PBO will further decrease the likelihood of any take caused by depletion impacts. b. New information reveals effects of the action that may affect listed species or critical habitat in a manner or to an extent not considered in the Colorado River PBO. In preparing the OA Colorado River PBO, the Service describes the positive and negative effects of the action it anticipates and considered in the section of the opinion entitled "Effects of the Action." New information would include, but is not limited to, not achieving a "positive response" or a significant decline in population, as described in Appendix D of the Colorado River PBO. Significant decline shall mean a decline in excess of normal variations in population (Appendix D). The current population estimate of adult Colorado pikeminnow (Ptychocheilus lucius) in the Colorado River is 600 individuals, with a confidence interval of ± 250. Therefore, with the criteria established in Appendix D, a negative population response would trigger reinitiation if the population declined to 350 adults. The Recovery Program has developed recovery goals for the four endangered fishes. If a population meets or exceeds the numeric goal for that species, it will be considered to exhibit a positive response. The Service retains the authority to determine whether a significant decline in population has occurred, but will consult with the Recovery Program's Biology Committee prior to making its determination. In the event of a significant population decline, the Service is to first rely on the Recovery Program to take actions to correct the decline. If nonflow recovery actions have not been implemented, the Service will assess the impacts of not completing these actions prior to reexamining any flow related issues. New information would also include the lack of a positive population response by the year 2015 or when new depletions reach 50,000 AF/year. According to the criteria outlined in Appendix D of the Colorado River PBO, a positive response would require the adult Colorado pikeminnow population estimate to be 1,100 individuals (±250) in the Colorado River (Rifle, Colorado to the confluence with the Green River). When the population estimate increases above 1,100, a new population baseline is established at the higher population level. c. The Recovery Action Plan actions listed as part of the proposed action in the Colorado River PBO are not implemented within the required time frames. This would be considered a change in the action subject to consultation; section 7 regulations (50 CFR 402.16 (c)) state that reinitiation of consultation is required if the identified action is subsequently modified in a manner that causes an effect to the listed species or critical habitat that was not considered in the BO. The Recovery Action Plan is an adaptive management plan because additional information, changing priorities, and the development of the States' entitlement may require modification of the Recovery Action Plan. Therefore, the Recovery Action Plan is reviewed annually and updated and changed when necessary and the required time frames include changes in timing approved by means of the normal procedures of the Recovery Program, as explained in the description of the proposed action. In 2003 and every 2 years thereafter, for the life of the Recovery Program, the Service and Recovery Program will review implementation of the Recovery Action Plan actions to determine timely compliance with applicable schedules. d. The Service lists new species or designates new or additional critical habitat, where the level or pattern of depletions covered under the Colorado River PBO may have an adverse impact on the newly listed species or habitat. If the species or habitat may be adversely affected by depletions, the Service will reinitiate consultation on the Colorado River PBO as required by its section 7 regulations. The Service will first determine whether the Recovery Program can avoid such impact or can be amended to avoid the likelihood of jeopardy and/or adverse modification of critical habitat for such depletion impacts. If the Recovery Program can avoid the likelihood of jeopardy and/or adverse modification of critical habitat no additional recovery actions for individual projects would be required, if the avoidance actions are already included in the Recovery Action Plan. If the Recovery Program is not likely to avoid the likelihood of jeopardy and/or adverse modification of critical habitat then the Service will reinitiate consultation and develop reasonable and prudent alternatives. For purposes of any future reinitiation of consultation, depletions have been divided into two categories. Category 1: a) existing depletions, both Federal and non -Federal as described in the project description, from the Upper Colorado River Basin above the confluence with the Gunnison River that had actually occurred on or before September 30, 1995 (average annual depletion of approximately 1 million AF/year); b) depletions associated with the total 154,645 AF/year volume of Green Mountain Reservoir, including power pool (which includes but is not limited to all of the 20,000 AF contract pool and historic user's pool), the Colorado Big -Thompson replacement pool; and c) depletions associated with Ruedi Reservoir including Round I sales of 7,850 AF, Round II sales of 6,135 AF/year as discussed in the Service's BO to Reclamation dated May 26, 1995, and as amended on January 6, 1999, and the Fryingpan Arkansas Project replacement pool as governed by the operating principles for Ruedi Reservoir but excluding 21,650 AF of the marketable yield. Category 1 depletions shall remain as Category 1 depletions regardless of any subsequent change, exchange, or abandonment of the water rights resulting in such depletions. Category 1 depletions associated with existing facilities may be transferred to other facilities and remain in Category 1 so long as there is no increase in the amount of total depletions attributable to existing depletions. However, section 7 consultation is still required for Category 1 depletion projects when a new Federal action occurs which may affect endangered species except as provided by the criteria established for individual consultation under the umbrella of the Colorado River PBO. Reinitiation of this consultation will be required if the water users fail to provide 10,825 AF/year on a permanent basis. Category 2: Category 2 is defined as all new depletions up to 120,000 AF/year, this includes all depletions not included in Category 1 that occur after 1995 regardless of whether section 7 consultation has been completed. This category is further divided into two 60,000 AF/year blocks of depletions. The recovery actions are intended to avoid the likelihood of jeopardy and/or adverse modification of critical habitat and to result in a positive response as described in Appendix D of the Colorado River PBO for both 60,000 AF blocks of depletions in Category 2. However, prior to depletions occurring in the second block, the Service will review the Recovery Program's rd progress and adequacy of the species response to the Recovery Action Plan actions. According to the criteria outlined in Appendix D, a positive response would require the adult Colorado pikeminnow population estimate to be maintained at approximately 1,100 individuals in the Colorado River (Rifle, Colorado to the confluence with the Green River), unless the criteria in Appendix D is changed because of new information. If the adult Colorado pikeminnow population is maintained at approximately 1,100 adults or whatever is determined to be the recovery goal in the Colorado River, a new population baseline would be established to determine a positive or negative population response. When population estimates for wild adult humpback chub (Gila Cypha) are finalized, they will also be used to determine population response. As outlined in Appendix D, Colorado pikeminnow and humpback chub population estimates will serve as surrogates for razorback sucker (Xyrauchen texanus) and bonytail (Gila elegans) to assess the status of their populations for 10 years. Recovery goals for all four species were completed August 1, 2002. If a population meets or exceeds the numeric goal for that species, it will be considered to exhibit a positive response. However, short of reaching a specific recovery goal, trends in certain population indices provide an interim assessment of a species' progress toward recovery. This review will begin when actual depletion levels from the first depletion block reach 50,000 AF/year or the year 2015, whichever comes first. Calculation of actual depletions is to be accomplished using Cameo gage records and State Division of Water Resources data (Appendix B of the Colorado River PBO). The review will include a determination if all the recovery actions have been satisfactorily completed, that all ongoing recovery actions are continuing, and the status of the endangered fish species. If it is determined that the recovery actions have all been completed and the status of all four endangered fish species has improved (based on criteria in Appendix D), then the Service intends that the Colorado River PBO would remain in effect fQy new depletions up to 120,000 AF/year (total of both 60,000 AF blocks of Category 2 depletions). Monitoring, as explained in Appendix D, will be ongoing to determine if a population estimate of 1,100 (± one confidence interval) adult Colorado pikeminnow is maintained. If it is not maintained, this would be considered new information and section 7 would have to be reinitiated. Population baselines will be adjusted as population estimates change. If the adult Colorado pikeminnow population estimates increase, a new population baseline will be established to determine a positive or negative population response. If the population estimate for Colorado pikeminnow in the year 2015 is greater than 1,100 adults, then the higher number will be used to establish a new population baseline. These numeric values may be revised as new information becomes available. Revisions will be made to Appendix D as needed. If the 50,000 AF or 2015 review indicates that either the recovery actions have not been completed or the status of all four fish species has not sufficiently improved, the Service intends to reinitiate consultation on the Recovery Program to specify additional measures to be taken by the Recovery Program to avoid the likelihood of jeopardy and/or adverse modification of critical habitat for depletions associated with the second 60,000 AF/year block. Any additional measures will be evaluated every 5 years. If other measures are determined by the Service or the Recovery Program to be needed for recovery prior to the review, they can be added to the 5 Recovery Action Plan according to standard procedures, outlined in that plan. If the Recovery Program is unable to complete those actions which the Service has determined to be required for the second 60,000 AF/year, consultation on projects with a Federal nexus may be reinitiated in accordance with ESA regulations and this opinion's reinitiation requirements. The Service may also reinitiate consultation on the Recovery Program if fish populations do not improve according to the criteria in Appendix D or if any positive response achieved prior to the 50,000 AF or the year 2015 is not maintained. Once a positive response is achieved, failure to maintain it will be considered a negative response. If the Service reinitiates consultation, it will first provide information on the status of the species and recommendations for improving population numbers to the Recovery Program. The Service will reinitiate consultation with individual projects only if the Recovery Program does not implement recovery actions to improve the status of the listed fish species. The Service will reinitiate consultation first on Category 2 projects and second on Category 1 projects. The Service will only reinitiate consultations on Category I depletions if Category 2 depletion impacts are offset to the full extent of the capability of the covered projects as determined by the Service, and the likelihood of jeopardy to the listed fishes and/or adverse modification of critical habitat still cannot be avoided. The Service intends to reinitiate consultations simultaneously on all depletions within the applicable category. If new information becomes available, if a new species becomes listed, if incidental take occurs, if the total average annual amount of water depleted by this project changes, or if any other project element changes which alters the operation of the project from that which is described in your correspondence and which may affect any endangered or threatened species in a manner or to an extent not considered in this BO (see 50 CFR 402.16), formal section 7 consultation should be reinitiated. The Corps has agreed to condition its approval documents to retain jurisdiction should section 7 consultation need to be reinitiated. If you have any questions regarding this consultation or would like to discuss it in more detail, please contact Kurt Broderdorp of our Grand Junction Ecological Services Field Office at (970) 243-2778. Enclosure cc: FWS/UCREFRP, Denver KBroderdorp:COE W PRanchBOCP 132.docx:020414: KM ly, Patricia S. Gelatt Western Colorado Supervisor R RECOVERY AGREEMENT This RECOVERY AGREEMENT is entered into this'r day of t-'%. `? 1�' , by and between the United States Fish and Wildlife Service (Service) and Winter Park Ranch Water and Sanitation District (Water User). WHEREAS, in 1988, the Secretary of Interior, the Governors of Wyoming, Colorado and Utah, and the Administrator of the Western Area Power Administration signed a Cooperative Agreement to implement the Recovery Implementation Program for Endangered Fish Species in the Upper Colorado River Basin (Recovery Program); and WHEREAS, the Recovery Program is intended to recover the endangered fish while providing for water development in the Upper Basin to proceed in compliance with state law, interstate compacts and the Endangered Species Act; and WHEREAS, the Colorado Water Congress has passed a resolution supporting the Recovery Program; and WHEREAS, on December 20, 1999, the Service issued a programmatic biological opinion (1999 Opinion) concluding that implementation of specified elements of the Recovery Action Plan (Recovery Elements), along with existing and a specified amount of new depletions, are not likely to jeopardize the continued existence of the endangered fish or adversely modify their critical habitat in the Colorado River subbasin within Colorado, exclusive of the Gunnison River subbasin; and WHEREAS, the 1999 Opinion in the section entitled "Reinitiation Notice" divided depletions into Category 1 or Category 2 for reinitiation purposes; and WHEREAS, Water User is the: owner/operator of the Village Lake Water Augmentation Ponds at Winter Park Ranch (Water Project), which causes or will cause depletions to the Colorado River subbasin within Colorado, exclusive of the Gunnison River subbasin; and WHEREAS, Water User desires certainty that its depletions can occur consistent with section 7 and section 9 of the Endangered Species Act (ESA); and WHEREAS, the Service desires a commitment from Water User to the Recovery Program so that the Program can actually be implemented to recover the endangered fish and to carry out the Recovery Elements. NOW THEREFORE, Water User and the Service agree as follows: 1. The Service agrees that implementation of the Recovery Elements specified in the 1999 Opinion will avoid the likelihood of jeopardy and adverse modification under section 7 of the ESA, for depletion impacts caused by Water User' s Water Project. Any consultations under section 7 regarding Water Project' s depletions are to be governed by the provisions of the 1999 Opinion. The Service agrees that, except as provided in the 1999 Opinion, no other measure or action shall be required or imposed on Water Project to comply with section 7 or section 9 of the ESA with regard to Water Project' s depletion impacts or other impacts covered by the 1999 Opinion. Water User is entitled to rely on this Agreement in making the commitment described in paragraph 2. 2. Water User agrees not to take any action which would probably prevent the implementation of the Recovery Elements. To the extent implementing the Recovery Elements requires active cooperation by Water User, Water User agrees to take reasonable actions required to implement those Recovery Elements. Water User will not be required to take any action that would violate its decrees or the statutory authorization for Water Project, or any applicable limits on Water User' s legal authority. Water User will not be precluded from undertaking good faith negotiations over terms and conditions applicable to implementation of the Recovery Elements. 3. If the Service believes that Water User has violated paragraph 2 of this Recovery Agreement, the Service shall notify both Water User and the Management Committee of the Recovery Program. Water User and the Management Committee shall have a reasonable opportunity to comment to the Service regarding the existence of a violation and to recommend remedies, if appropriate. The Service will consider the comments of Water User and the comments and recommendations of the Management Committee, but retains the authority to determine the existence of a violation. If the Service reasonably determines that a violation has occurred and will not be remedied by Water User despite an opportunity to do so, the Service may request reinitiation of consultation on Water Project without reinitiating other consultations as would otherwise be required by the "Reinitiation Notice" section of the 1999 Opinion. In that event, the Water Project' s depletions would be excluded from the depletions covered by 1999 Opinion and the protection provided by the Incidental Take Statement. 4. Nothing in this Recovery Agreement shall be deemed to affect the authorized purposes of Water User' s Water Project or The Service statutory authority. 5. The signing of this Recovery Agreement does not constitute any admission by Water User regarding the application of the ESA to the depletions of Water User' s Water Project. The signing of this Recovery Agreement does not constitute any agreement by either party as to whether the flow recommendations for the 15 -mile reach described in the 1999 Opinion are biologically or hydrologically necessary to recover the endangered fish. 'Individual Recovery Agreement may be changed to fit specific circumstances. 6. This Recovery Agreement shall be in effect until one of the following occurs. a. The Service removes the listed species in the Upper Colorado River Basin from the endangered or threatened species list and determines that the Recovery Elements are no longer needed to prevent the species from being relisted under the ESA; or b. The Service determines that the Recovery Elements are no longer needed to recover or offset the likelihood of jeopardy to the listed species in the Upper Colorado River Basin; or c. The Service declares that the endangered fish in the Upper Colorado River Basin are extinct; or d. Federal legislation is passed or federal regulatory action is taken that negates the need for [or eliminates] the Recovery Program. 7. Water User may withdraw from this Recovery Agreement upon written notice to the Service. If Water User withdraws, the Service may request reinitiation of consultation on Water Project without reinitiating other consultations as would otherwise be required by the "Reinitiation Notice" section of the 1999 Opinion. Water U`s&Appresentative Date Western Colorado Supervisor Date jU.S. Fish and Wildlife Service FIRST AMENDMENT TO EASEMENT AGREEMENT THIS FIRST AMENDMENT TO EASEMENT AGREEMENT is entered into effective , 20®, by and between THE TOWN OF FRASER, COLORADO, a municipal corporation of the State of Colorado ("Fraser"), and WINTER PARK RANCH WATER AND SANITATION DISTRICT, a special district of the State of Colorado ("District"), whose address is P.O. Box 1390, Fraser, CO 80442. WHEREAS, Fraser and District previously entered into an Easement Agreement, dated September 23, 2003 and recorded October 13, 2003 at Reception No. 2003-013288 of the records in the office of the Clerk and Recorder of Grand County, Colorado ("the Easement Agreement"); and WHEREAS, said Easement Agreement provides for certain easements upon the following real property owned by Fraser located in the Town of Fraser, County of Grand, Colorado, to -wit: Lot 5, Safeway -Fraser Marketplace, according to the recorded plat thereof; (the "Burdened Property"); and WHEREAS, Fraser and District desire to amend said Easement Agreement, by changing the location of one of the easements described therein; and WHEREAS, the parties further desire to correct certain errors made in the Exhibits attached to the recorded Easement Agreement. NOW THEREFORE, in consideration of the premises and the mutual promises and covenants set forth herein, the parties agree as follows: 1.0 RELOCATED EASEMENT 1.1 The Ditch Easement described in Subsection 2.1.4 and on Exhibit "F" of the Easement Agreement (the "Terminated Ditch Easement") shall be replaced with a new Water Line Easement, as described on Exhibit "A" attached hereto and incorporated herein by this reference, which may be used by District for the installation of a ditch pipeline (not a well supply pipeline) in accordance with the provisions of Subsection 2.2.2 of the Easement Agreement. 1.2 District shall complete the installation of the water pipeline on said new Water Line Easement within two (2) years after the date of this Agreement.and shall abandon use of the Terminated Ditch Easement on or before that date. Said Terminated Ditch Easement shall be deemed to be vacated and terminated as of the date that the new water pipeline is installed and in operation or as of the date that is two (2) years after the date of this Agreement, whichever comes first. The District shall be required to restore the surface of the land traversed by such Terminated Ditch Easement on or before such termination date. 1.3 The relative locations of said Terminated Ditch Easement and the new Water Line Easement are depicted on Exhibit "B" attached hereto. 2.0 CORRECTION OF EXHIBIT REFERENCES 2.1 The legal descriptions set forth on Exhibit "A" at page 7 of the recorded Easement Agreement, and on Exhibit "D" at page 11 of the recorded Easement Agreement, were erroneously attached to the Easement Agreement and said Exhibits are hereby deleted in their entirety. 2.2 The reference to "Exhibit A" in Section 2.1 on page 2 of the Easement Agreement was intended to refer to the map attached at page 16 of said recorded Easement Agreement, and said map is hereby designated as such Exhibit "A", notwithstanding the pagination of the recorded document. 3.0 ADDITIONAL PROVISIONS 3.1 Except as expressly amended and modified herein, all terms and conditions of the Easement Agreement shall remain in full force and effect and the parties hereby ratify and affirm the same. IN WITNESS WHEREOF, the parties have caused this Amendment to be executed by their duly authorized representatives. DISTRICT WINTER PARK RANCH WATER AND SANITATION DISTRICT, a special district of the State of Colorado BY: President ATTEST: Secretary FRASER THE TOWN OF FRASER, COLORADO, a municipal corporation of the State of Colorado Peggy Smith, Mayor ATTEST: Lu Berger, Town Clerk -2- STATE OF COLORADO ) ) SS COUNTY OF GRAND ) The foregoing instrument was acknowledged before me on 20_, by Peggy Smith, as Mayor, and Lu Berger, as Town Clerk, of The Town of Fraser, Colorado, a municipal corporation of the State of Colorado. Witness my hand and official seal. My Commission expires: (SEAL) Notary Public STATE OF COLORADO ) ) SS COUNTY OF ) The foregoing instrument was acknowledged before me on , 20_, by , as President, and , as Secretary, of Winter Park Ranch Water and Sanitation District, a special district of the State of Colorado. Witness my hand and official seal. My Commission expires: (SEAL) -3- Notary Public � \ 1 W v, c»R. \ ` w Re cam. S 20 ®�j.20 T t S R Sw — N89 58'03"W S20 1 D i S R 7.5 -- 1313.92'— -�—vP.0. C. f " J NW j RC mZ \ FRASER RnZR TRAIL — — — �, .---• — — VILLAGE LAKE 1 192.41 \ — _----''�-- POD 11 U i \ \ Roan —i— am SCALE t' =40' O Denotes only a change of direction or legal description call, not a set monument. NOTICE: According to Colorado low you must commence any legal action based upon any defect in this survey within three years after you first discovered such defect. in no event, may any action based upon any defect in this survey be commenced more than ten years Page 2 of 2 from the date of the certification shown. I? f p o LEGAL DESCRIPTION & EXHIBIT MAP SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH P.M. SAFEWAY—FRASER MARKETPLACE —REC# 98006151 W ' COUNTY OF GRAND, STATE OF COLORADO LEGAL DESCRIPTION A 30 foot wide utility and maintenance easement over, across and on Lot 5, Safeway -Fraser Market Place, as recorded under reception number 980061 51 Section 20, Township 1 South, Range 75 West of the 6th P.M., Town o� Fraser. County of Grand State of Colorado said easement lying 15.0 feet on eodh side of the following descried centerline; Commencing, at the Northeast comer of the Northwest 34 of the Southwest ,v4 of said Section 20, frorrj whence the West Quarter corner of said Section 20 bears North 89'58 0" West, with all bearings contained herein being relative thereto Basis of Bearing); Thence South 17.51'02" East 623.69 feet to a point on the existing westerly bank of the Fraser kiver, said point being the Point of Beginning Thence South 81'49°18" West, 192.41 feet to a point on the existing easterly bank of Village Lake Ii, said point being the Terminus of said 30 foot wide utility and maintenance easement, the side lines of which ore to be lengthened or shortened to intersect said existing westerly bank of the Fraser River and said existing easterly bank of vliloge Coke II. I, David R. Lutz �� .� I","K'egal land surveyor in the State of Colorado, do hereb certi descrip#ion and exhibit mop represents the resul?s otAq —u- ame or under my direction. 8 Page 1 of 2 t9 LEGAL DESCRIPTION & EXHIBIT MAP S SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 '(!FEST OF THE 6th P.M. ae = SAFECOUN OF RAND, MARKSTATE OF COLORADO6151 aa EXHIBIT B r IN 100- -- ---- ►� t NJ r x / � f FIRST AMENDMENT TO EASEMENT AGREEMENT THIS FIRST AMENDMENT TO EASEMENT AGREEMENT is entered into effective , 20_, by and between THE TOWN OF FRASER, COLORADO, a municipal corporation of the State of Colorado ("Fraser"), and WINTER PARK RANCH WATER AND SANITATION DISTRICT, a special district of the State of Colorado ("District"), whose address is P.O. Box 1390, Fraser, CO 80442. WHEREAS, Fraser and District previously entered into an Easement Agreement, dated September 23, 2003 and recorded October 13, 2003 at Reception No. 2003-013288 of the records in the office of the Clerk and Recorder of Grand County, Colorado ("the Easement Agreement"); and WHEREAS, said Easement Agreement provides for certain easements upon the following real property owned by Fraser located in the Town of Fraser, County of Grand, Colorado, to -wit: Lot 5, Safeway -Fraser Marketplace, according to the recorded plat thereof; (the 'Burdened Property"); and WHEREAS, Fraser and District desire to amend said Easement Agreement, by changing the location of one of the easements described therein; and WHEREAS, the parties further desire to correct certain errors made in the Exhibits attached to the recorded Easement Agreement. NOW THEREFORE, in consideration of the premises and the mutual promises and covenants set forth herein, the parties agree as follows: 1.0 RELOCATED EASEMENT 1.1 The Ditch Easement described in Subsection 2.1.4 and on Exhibit "F" of the Easement Agreement (the "Terminated Ditch Easement") shall be replaced with a new Water Line Easement, as described on Exhibit "A" attached hereto and incorporated herein by this reference, which may be used by District for the installation of a ditch pipeline (not a well supply pipeline) in accordance with the provisions of Subsection 2.2.2 of the Easement Agreement. 1.2 District shall complete the installation of the water pipeline on said new Water Line Easement within two (2) years after the date of this Agreement.and shall abandon use of the Terminated Ditch Easement on or before that date. Said Terminated Ditch Easement shall be deemed to be vacated and terminated as of the date that the new water pipeline is installed and in operation or as of the date that is two (2) years after the date of this Agreement, whichever comes first. The District shall be required to restore the surface of the land traversed by such Terminated Ditch Easement on or before such termination date. 1.3 The relative locations of said Terminated Ditch Easement and the new Water Line Easement are depicted on Exhibit "B" attached hereto. 2.0 CORRECTION OF EXHIBIT REFERENCES 2.1 The legal descriptions set forth on Exhibit "A" at page 7 of the recorded Easement Agreement, and on Exhibit "D" at page 11 of the recorded Easement Agreement, were erroneously attached to the Easement Agreement and said Exhibits are hereby deleted in their entirety. 2.2 The reference to "Exhibit A" in Section 2.1 on page 2 of the Easement Agreement was intended to refer to the map attached at page 16 of said recorded Easement Agreement, and said map is hereby designated as such Exhibit "A", notwithstanding the pagination of the recorded document. 3.0 ADDITIONAL PROVISIONS 3.1 Except as expressly amended and modified herein, all terms and conditions of the Easement Agreement shall remain in full force and effect and the parties hereby ratify and affirm the same. IN WITNESS WHEREOF, the parties have caused this Amendment to be executed by their duly authorized representatives. DISTRICT WINTER PARK RANCH WATER AND SANITATION DISTRICT, a special district of the State of Colorado BY: President ATTEST: Secretary FRASER THE TOWN OF FRASER, COLORADO, a municipal corporation of the State of Colorado II Peggy Smith, Mayor ATTEST: Lu Berger, Town Clerk -2- STATE OF COLORADO ) ) SS COUNTY OF GRAND ) The foregoing instrument was acknowledged before me on 20—, by Peggy Smith, as Mayor, and Lu Berger, as Town Clerk, of The Town of Fraser, Colorado, a municipal corporation of the State of Colorado. Witness my hand and official seal. My Commission expires: (SEAL) Notary Public STATE OF COLORADO ) ) SS COUNTY OF ) The foregoing instrument was acknowledged before me on , 20, by , as President, and , as Secretary, of Winter Park Ranch Water and Sanitation District, a special district of the State of Colorado. Witness my hand and official seal. My Commission expires: (SEAL) -3- Notary Public W Y. COR. \ \ W & COR. s sDW4 NW Y sW h — — N89.58'03"W ATO I 0 1 S R JS 1313.92' N :cT m RCm \ y \ FRASER RrVE\ \ �R TRAIL `"• 58149•? 8 W � � _ _ VILLAGE LAKE I ; 192.41 - POD U \ � •ROAD `",O uREGo" o�p-O /S j•% AVO: SCALE 1"=40' O Denotes only a change of direction or legal ^ 3-17-11 description coil, notaQV %s'i •••• �` set monument. �"1ii "Z n1LA'",` NOTICE: According to Colorado low you must commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years Page 2 of 2 from the date of the certification shown. 11 F s 1 o OWNLEGAL DESCRIPTION & EXHIBIT MAP 0 SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH P.M. s� a SAFEWAY—FRASER MARKETPLACE—REC# 98006151 W COUNTY OF GRAND, STATE OF COLORADO LEGAL DESCRIPTION A 30 foot wide utility and maintenance easement over, across and on Lot 5, Safeway—Froser Market Place, as recorded under reception number 980061 51 Section 20, Township 1 South, Rangge 75 west of the 6th P.., Town o{ Fraser. County of Grand State of Colorodo said easement lying 15.0 feet on each side of }he following descr%ed centerline; Commencingg,, at the Northeast comer of the Northwest 14 of the Southwest k of said Section 20, frorrl whence the West Quarter corner of said Section 20 bears North 89'58 03" West, with all bearings contained herein being relative thereto Basis of Bearing); Thence South 17'51'02" East 623.69 feet to a point on the existing westerly bank of the Fraser hiver, said point being the Point of Beginning; Thence South 81'49'18" easterlybank of Village 30 foowide utility and are to be lengthened or bank of the Fraser River II. I, David R. do hereb the result Pogo 1 of 2 West, 192.41 feet to a point on the existing Lake 11, sold point being the Terminus of said maintenance easement, the side lines of which shortened to intersect said existing westerly and said existing easterly bank of Vtlloge Lake land surveyor in the State of Colorado, description and exhibit mop represents me or under my direction. s= LEGAL DESCRIPTION & EXHIBIT MAP o , SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6th P.M. anS CUNTYY OF GRAND, STATECOF COLORAD06151 �� w1 1 MEMO TO: Mayor Smith and the Board of Trustees FROM: Jeffrey L. Durbin, AICP, ICMA-CM, Town Manager DATE: April 10, 2014 SUBJECT: Winter Park Ranch Water and Sanitation District Easement Agreement MATTER BEFORE BOARD: Winter Park Ranch Water and Sanitation District (WPR) has requested a new easement to relocate their water inlet (currently pipe and ditch) for their water augmentation ponds, known as the Lions Ponds. ACTION REQUESTED: Motion to approve Resolution 2014-04-01 authorizing execution of the easement agreement. BACKGROUND: Please note that as a matter of protocol, staff typically does not seek action on a matter the first time it is presented to the Town Board for consideration. However, the Board has retained the discretion to act on matters that it believes are ready for action at that time. While this is the first time this matter is presented to the current Board, prior Boards and staff have been working on this for several years and we look forward to resolving this matter as completion of the relocation eliminates a significant constraint to our use of that portion of Cozens Ranch Open Space. Currently, WPR has an easement that the Town of Fraser granted for the current location of the pipe and ditch. This facility diverts water from the Fraser via an inlet structure, then approximately half of the facility is enclosed in an underground pipe and the latter half in an open ditch. The inlet structure is located in a reach of the Fraser River that has been prone to significant beaver activity which has problematic for WPR. In addition to the problems experienced by WPR in this area, WPR hopes to relocate the facility to a more accessible location (adjacent to one of their well houses) accessible by vehicle. The proposed location would also result in a significantly shorter pipe. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com The below aerial photo should provide context for your consideration. The current open ditch is indicated by the red arrow. The current inlet structure is identified by the blue arrow. The proposed location for a new pipe and inlet structure is identified by a green line. As can be clearly seen on this aerial photo, the current ditch alignment presents a significant constraint to our use of the area southeast of the Lions Ponds. Additionally, you will note how the ditch location resulted in the alignment of the Safeway Frontage Road which was constructed by the Town of Fraser (with a $50,000 contribution from Safeway) to provide secondary access to Safeway. A number of different park and open space uses have been proposed for this area including dog park, bike park, and even parking. All of the land around (and underneath) the Lions Ponds is owned by the Town of Fraser and has been classified as designated open space. The water within the ponds is owned by WPR. The Fraser Valley Lions Club has been actively involved in management of this area and Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com regularly cleans up trash, stocks fish in the ponds (Colorado Parks and Wildlife also stocks the river and ponds), constructed the pavilion and dock, and hosts an annual fishing derby. After dedication of this area (50 acres) and the Rendezvous "Linear Park" dedication (57 acres), the Town Board adopted Article 11 of the Zoning Ordinance (Chapter 16 of the Town Code) which provides for "designated open space." Essentially, this is intended to preserve property owned by the Town for park and recreational purposes when so designated by the Town Board as open space. Public utility installations and uses pursuant to easements as granted by the Town board are authorized uses on designated open space. Please note that while the Town Board is authorized to grant easements, this is proposed as an easement agreement to provide terms and conditions to the grant of easement. ALTERNATIVES: While the Town Board is not required to grant an easement to relocate this facility, as noted above, staff and the prior Board believe that this relocation is in the interest of the Town as it removes a constraint upon use of this area of Cozens Ranch Open Space. Additionally, the proposed location provides the shortest route for the facility and minimizes other constraints/impacts to the open space. RECOMMENDATION: Staff recommends a motion to approve Resolution 2014-04-01 authorizing execution of an easement agreement. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com 15W /r- 26.4 ac )A ELK CREEK --i = N,\\ \ 4W 11.2 ac EX FRASER ! MAINTENANCE Il 1 FACILITY ij ll CEMETARY �l inl TUBING 171 AC ' j 1 BW 13Wb 37.7 ac Ma 8.2 ac 3Wc 12.0 ac 4.O ac I J 7w s c 37.4 ac 582ac/� ,o S ! 23.8 c \\ 2 1� 33.8 ac "\ -1\ 1 1 Wa 0.3 ac 1 13Wa 21.7 ac \A1\ � 2 13.4 ac X1 i/I 4W 72.1 ac 19W , /J� �) / �Wac 47.4 ac 4 I 16 / 4 / l ��NQ GREEK ici.odc: / y� 18W 24.2 ac -�reftosstt� GRAND PARK PLANNED DEVELOPMENT DISTRICT PLAN LOCATED IN SECTIONS 20, 28, 2% 307 317 32 TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM COUNTY OF GRAND, STATE OF COLORADO Planning Area Approved PDDP Planning Area Acreage Proposed PDDP Planning Area Acreage Approved PDDP Residential Units Proposed PDDP Residential Units Approved PDDP Lodging Units Proposed PDDP Lodging Units Approved PDDP Commercial Sq. Ft. Proposed PDDP Commercial Sq. Ft. detached attached detached attached 1Wa 33.6 30.3 230 230 300 300 150,000 140,000 1 Wb 4.3 5.9 40 40 2W 25.1 33.8 250 150 100 278 278 100,000 30,000 Ma 11.2 8.2 110 95 3Wb 5.4 11.8 80 50 30 3Wc 11.7 12.0 60 60 30,000 70,000 4W 8.5 11.2 100 100 65,800 105,800 5W 16.9 17.1 100 70 30 6W 4.0 4.0 7W 88.8 37.4 45 225 50 , 90 8W 50.1 nla 63 75 public site public site 8Wa n/a 58.2 83 110 8W b nla 9.0 40 9W 45.5 23.8 153 33 73 10W 42.6 40.8 118 40 134 11 W 9.7 16.1 10 24 10 31 200 200 20,000 20,000 12W 15.6 26.5 92 92 350 350 30,000 30,000 13W 31.1 nla 50 150 50 13Wa nla 21.7 40 100 13Wb nla 37.7 40 14W 49.6 72.1 117 117 15W* 26.1 26.4 12 12 16W* 102.5 92.0 90 90 17W* 120.0 121.8 72 120 18W nla 24.2 61 18Wa 23.2 nla 14 18Wb 42.1 nla 47 19W 35.9 47.4 86 93 40 70 20W 12.5 40.0 57 26 56 21W 23.6 13.4 50 20 30 21 Wa nla nla 21 Wb nla nla 22W 80.1 nla 80 subtotal 919.7 842.8 686.0 1857.0 1052 1411 23W 466.8 468.1 TOTAL. 1386.5 1310.9 2543.0 2463.0 1278 1278 395,800 395,800 - - - - APPROVED PDDP PROPOSED PDDP a 00sm 0 1 Z109 NORTH 0 300 600 1200 SCALE: 1"=600'-O" STATE OF COLORADO ISS County of GRAND Filed or record this day of at o'cloc �M• Recorded in Book Page SARA L. ROSWE deputy Fees $ l��I--/-- AN AMENDMENT OF THE RENDEzVOUS 2003 PLANNED DEVELOPMENT DISTRICT PLAN PLANNING AREA COMPARISON DATE: JUNE 16 2005 ' SHEET 5 OF 11 Lu Berger From: Jack Bestall <jack@bestaIIcollaborative.com> Sent: Monday, March 31, 2014 10:22 AM To: Jeff Durbin Cc: Clark Lipscomb; psmith@winterparkresort.com Subject: GRAND PARK DRIVE UPRR UNDERPASS MOFFAT TUNNEL SUBVISION — MILEPOST 60.16: PUC Application Authorization Attachments: PUC Application 033114.doc Jeff: This is to request Fraser's authorization and signature on the attached application that we will submit to the Colorado Public Utilities Commission for the Grand Park UPRR Underpass. We are in process with the UPRR on the Maintenance & Construction Agreement with our understanding that the Town of Fraser does not wish to be obligated to maintain the Underpass as we have discussed previously. We are also at completion of the 100% set of construction documents (plans are to submit to UPRR this week) — which we will be sending for review. Projected construction commencement is the summer of 2015. Would you let me know when this can be executed — are there steps? Or do you need additional information? Our goal is to submit the application in April. We appreciate the Town's continued support of this effort. Thank you. "aCk Bestwl, BESTALL COLLABORATIVE LIMITED 720.810.6480 Planning Environment Construction Management Development jack(a)bestallcollaborative.com PO Box 2223 Evergreen CO 80437 This message is for exclusive use of the addressee and may contain privileged and confidential information. If not the addressee, you are prohibited from reading, downloading, photocopying, distributing or otherwise using this message contents or attachments. If this occurs, destroy the message. notify the sender by e-mail and delete from your system BEFORE THE PUBLIC UTILITIES COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE APPLICATION OF ) WEST MOUNTAIN WEST MOUNTAIN METROPOLITAN DISTRICT FOR AUTHORITY TO CONSTRUCT A NEW ) HIGHWAY -RAIL GRADE SEPARATION AT THE) PROPOSED CROSSING OF GRAND PARK ) DRIVE AND THE UNION PACIFIC RAILROAD ) DOCKET NO. COMPANY TRACKS IN FRASER, COLORADO ) AND ABOLISH THE AT -GRADE RAILROAD ) CROSSING AT KINGS CROSSING ROAD ) (DOT NO. 254-214U) IN WINTER PARK, ) COLORADO ) I West Mountain West Mountain Metropolitan District, the Town of Fraser and the Town of Winter Park (herein "Applicant" or "District") hereby apply to the Public Utility Commission of the State of Colorado for an order authorizing the construction of a new highway -rail grade separation at the proposed crossing of Grand Park Drive and the Union Pacific Railroad Company (UPRR) tracks in the Town of Fraser, Colorado and the closure of the existing at -grade highway -rail crossing at Kings Crossing Road (DOT No. 254-214U) in the Town of Winter Park, Colorado. In support of the Application, Applicant states as follows: 1. Applicant West Mountain West Mountain Metropolitan District is a quasi -municipal metropolitan district organized pursuant to Title 32, Colorado Revised Statutes, with a principal office of 28 Second Street, Suite 213, and Edwards, CO 81632. Applicant is authorized by its Service Plan to provide certain essential public purpose facilities for the use and benefit of the district's inhabitants and taxpayers including but not limited to: d) The acquisition, construction, relocation, completion, installation and/or operation and maintenance of street improvements, including curbs, gutters, culverts, and other drainage facilities, sidewalks, bridges, overpasses, bike paths and pedestrian ways, interchanges, median islands, paving, lighting, grading, landscaping, irrigation, parking lots and structures; and street -related electric, telephone, gas, steam, heating, and cooling facilities and lines; together with all necessary, incidental, and appurtenant facilities, land and easements together with extensions of and improvements to said facilities within and without the boundaries of the Districts. The street improvements described herein shall be dedicated to and maintained by the Town as provided in generally applicable Town regulations governing the dedication and acceptance of public improvements. Applicants the Town of Fraser and the Town of Winter Park are duly authorized to construct maintain and operate public highways in the Town of Fraser and the Town of Winter Park respectively. 2. Applicants' representatives for this project to whom all inquiries concerning the application may be made are as follows: For West Mountain West Mountain Metropolitan District: Jack Bestall, Bestall Collaborative Limited, PO Box 2223, Evergreen, CO 80437, 720.810.6480, j ack&be stallcollaborative. com. For Town of Fraser: Jeff Durbin — Town Manager, P.O. Box 370 Fraser CO 80442-0370 For Town of Winter Park: Drew Nelson — Town Manager, 50 Vasquez Road PO Box 3327 Winter Park, CO 80482 3. Applicants propose to implement the project as described below by way of a C&M agreement(s) between Applicant, UP, the Town of Fraser and the Town of Winter Park. The nature and need for the project is as follows: a) Grand Park is a 1700 acre community being developed by Cornerstone Winter Park Holdings LLC in the Town of Fraser. When completed, Grand Park will have interconnected neighborhoods, nearly 500 acres of open space, a pedestrian -friendly village and miles of trails situated immediately adjacent the Town of Winter Park. Current access to the West Mountain portion of Grand Park is via Kings Crossing Road. Grand Park Drive (1St Street) will connect to US Highway 40 and the Old Victory Road to the east and to Kings Crossing Road on the west in the future. Underground utilities will also be installed in the Grand Park Drive right of way. Currently, Kings Crossing is blocked occasionally by UPRR trains and the grade separated structure will provide uninterrupted ingress and egress not only for the inhabitants of Fraser and Winter Park but for emergency vehicles as well. It will also facilitate the Town of Winter Park's desire to eliminate train whistles in this location. b) The Town of Winter Park and the Town of Fraser supported this project in 2005 when they filed an application to construct this project at a slightly different location. See Docket No. 05A -475R. Unfortunately, certain details could not be worked out at that time and the Docket was eventually dismissed. The need for this joint project continues. 60% plans have been submitted to UPRR and have been reviewed. UPRR's comments are addressed in the 100% plans submitted to UPRR on April 2, 2014. C) The Railroad -Highway Crossing project is located at Milepost 60.00 on the Moffat Tunnel Subdivision of the UPRR in Fraser. The project design provides for a new grade -separated crossing of a yet to be constructed road Grand Park Drive and the UPRR tracks. The railroad will continue its alignment on a new bridge over the planned Grand Park Drive. The Railroad Crossing at Kings Crossing Road, Railroad MP 59.93, and DOT 254214U in Winter Park, CO will be abolished under this plan after the Railroad -Highway Crossing becomes operational and is connected to the local roadway network. Kings Crossing Road will end in a "cul-de-sac" stopping traffic prior to the railroad. The new local roadway system will route traffic to the new overpass. d) Public safety will be greatly improved and accidents prevented through the elimination of the Kings Crossing at -grade crossing by reducing the current pedestrian and vehicular hazard presented at the railroad and King Crossing Road; reducing traffic backed -up in front of adjacent properties; improving response times for public safety vehicles that are currently unable to reach portions of Winter Park when a train is present at the existing grade Railroad Crossing; providing for a safer and more efficient means for rail transport; and by allowing for safer transport of people and goods within Fraser; Winter Park and the Fraser Valley region. The project will also provide for immediate and future expansion of the railroad facility with the bridge structure design sized to expand from the one existing track to two tracks; and with the opportunity to expand to three tracks in the future. 4. The rail traffic volume at this segment of the Union Pacific Railroad (main line serving the western United States including transport of coal from Craig and Somerset, Colorado to Denver) is approximately 19 freight and 2 Amtrak trains during a 24 hour period traveling at a maximum speed of 30 mph. The vehicular traffic volume currently passing over the King's Crossing Road grade crossing of the railroad is approximately 500 average daily trips. UPRR cannot give five year or longer projections since such projections are market driven. 5. A traffic study was conducted for Cornerstone's project in the Town of Fraser (accepted by the Town of Fraser and Colorado Department of Transportation) by Felsburg Holt and Ullevig. There is no existing traffic volume on Grand Park Drive; since it is not yet constructed. However, with the construction of Grand Park Drive (connecting US Highway 40 to the proposed underpass) and the connection of King's Crossing Road to Grand Park Drive (diverting traffic from Winter Park to the proposed underpass and away from the closed existing grade crossing), the Felsburg Holt Ullevig Traffic Study projects that in 2025 there will be approximately 13,550 average daily trips utilizing Grand Park Drive at the new Leland Creek Underpass. The exposure factor is 284,550 (21 average daily train trips x 13,550 average daily vehicle trips). 6. The following exhibits are attached hereto and made a part hereof: Exhibit A Vicinity Map Exhibit B Site Plan Exhibit C 100% Set of Bridge Construction Plans Exhibit D Project Cost Estimate Exhibit E UPRR Theoretical Structure and Cost Estimate Exhibit F Construction, Operation and Maintenance Applicant, UPRR, and Fraser 7. The design of the proposed structure is shown on Exhibit C. the proposed structure is approximately $ as shown on Exhibit D. the theoretical structure and design of same is shown on see Exhibit Agreement between The estimated cost for The estimated cost of E. The approximate apportionment of the costs for the theoretical structure is proposed as follows: West Mountain West Mountain Metropolitan District Applicant 50%; UPRR: 50%. The UPRR is the only affected railroad corporation. Maintenance costs will be addressed in agreements between the UPRR and Applicant. It is anticipated that UPRR will maintain the entire structure upon payment of an agreed upon lump sum paid when the project is completed. 8. The projected schedule for construction of the highway -rail grade separation structure is planned to commence in the spring of 2015 with completion projected for September 2017. The estimated date for the crossing's commencement of operation is the same as the completion date. The abolition of the Railroad Crossing at King's Crossing Road would occur after the highway -rail grade separation structure becomes operational for both train and vehicle use. 9. There is no foreseeable need for additional right-of-way from the UPRR for this project. However, an easement across the UPRR right-of-way for the proposed underpass will be necessary. 10. The name of the adjacent property owners, municipalities and state that may be interested and or affected is as follows: Solar Town Homes Homeowner's Association Nancy Kersey — 7782 Emerald Peak, Littleton, CO 80127 Cornerstone Winter Park Holdings LLC Clark Lipscomb — P.O. Box 30, Winter Park, CO 80482 The Town of Winter Park Drew Nelson, 50 Vasquez Road PO Box 3327 Winter Park, CO 80482 The Town of Frasier Jeff Durbin — Town Manager,P.O. Box 370 Fraser, CO 80442-0370 Colorado Department of Transportation Dan Roussin — Region 3, Permit Unit Manager 222 South 6th Street, Room 100, Grand Junction, CO 8l 501 Names of public utilities adjacent to the improvements are: Xcel Energy P.O. Box 528, Granby, CO 80446 Century Link (Optic Fiber) Shayne Bracken Mountain Parks Electric Todd Clausen — P.O. Box 50, Granby, CO 80446 Grand County Water & Sanitation District No. 1 Bruce Hutchins — P.O. Box 3077, Winter Park, CO 80482 Fraser Sanitation District Joe Fuqua- P.O. Box 120, Fraser, CO 80442 11. The proposed abolition of the Railroad Crossing at Kings Crossing and construction of the Railroad -Highway Crossing will be implemented in accordance with Colorado Public Utilities Commission specifications. 12. Applicant agrees to respond to all questions propounded by the Commission or its Staff concerning the Application. 13. Applicant would prefer any hearing to be held in Winter Park but is amenable to having the hearing at the PUC offices in Denver. WHEREFORE, Applicant requests that the Public Utilities Commission of the State of Colorado enter an Order authorizing construction of a grade separation at Grand Park Drive and the Union Pacific Railroad Company tracks in Fraser, Colorado and the subsequent closing of the at - grade crossing at Kings Crossing in Winter Park, Colorado as set forth above, allocation of costs in accordance with the PUC's rules for Railroad -Highway Grade Separation Applications at 4 CCR 723-20, and in accordance with the provisions of Section 40-4-106, C.R.S. Dated this day of , 2014. VERIFICATION BY WEST MOUNTAIN WEST MOUNTAIN METROPOLITAN DISTRICT STATE OF COLORADO M1 COUNTY The undersigned, being of age and sworn upon oath, state that he has read the above Application and has personal knowledge that the facts stated therein are true. Signed and sworn to before me this day of , 2014 by Witness my hand and seal. Notary Public My Commission expires VERIFICATION BY THE TOWN OF FRASER STATE OF COLORADO M1 COUNTY The undersigned, being of age and sworn upon oath, state that he has read the above Application and has personal knowledge that the facts stated therein are true. Signed and sworn to before me this day of , 2014 by Witness my hand and seal. Notary Public My Commission expires VERIFICATION BY THE TOWN OF WINTER PARK STATE OF COLORADO M1 COUNTY The undersigned, being of age and sworn upon oath, state that he has read the above Application and has personal knowledge that the facts stated therein are true. Signed and sworn to before me this day of , 2014 by Witness my hand and seal. Notary Public My Commission expires REGISTERED PROFESSIONAL ENGINEERS c. a �•f. �Fm CORN RSTONE WINTER PARK TRACK & CIVIL PAGES: HOLDINGS LLC X001 -POI8 I 001 -T002 PST01. I X001- PO 1, Root RE O� �e . A49 T �P Oae am OF`Y 0 338S1 P� 414 �� r AL PAGES: PAGES: Contract Drawings For UPRR UNDERPASS AT GRAND PARK DRIVE IN ERASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TRACK SHOOFLY AND BRIDGE PLANS Project No. 000000000197406 Fraser, Colorado March 21, 2014 `TCS PHIPPS13NG Four PROJECT LOCATION 4' r i �t ei n Z"I TO DENVER PROJECT LOCATION MAP INDEX OF DRAWINGS GENERAL G001COVER SHEET WITH VICINITY MAP G002 GENERAL NOTES & PROJECT CONTACTS G003 ABBREVIATIONS & LEGEND G004 CONTROL POINTS & GEOMETRY TRACK P001 to P002 SHOOFLY TRACK PLAN & PROFILE P003 MAIN TRACK PLAN & PROFILE Too 1 TRACK TYPICAL SECTIONS T002 to T003 TRACK HORIZONTAL GEOMETRY PST01 ACCESS ROAD TURNAROUND DETAILS X001to X010 TRACK CROSS SECTIONS X011 EARTHWORK SUMMARY R001 ROADWAY PLAN & PROFILE - KING'S CROSSING BRIDGE So01 GENERALARRANGEMENT 5002 GENERAL NOTES & BILL OF MATERIALS 500310 5004 CONSTRUCTION PHASING AND TEMP SHORING 5005 TYPICAL SECTIONS S006 ENGINEERING GEOLOGY S007 FOUNDATION LAYOUT 5006 DRILLED SHAFT NOTES 5009 ABUTMENT NO. 1 AND NO, 4 Solo ABUTMENT DETAILS 5011 PIER NO 2 AND NO 3 5012 to S013 SUPERSTRUCTURE FRAMING PLAN 5014 to Sols SUPERSTRUCTURE PLAN AND ELEVATION 5016 to 5016 SUPERSTRUCTURE ASSEMBLY DETAILS Sol9 to 5020 HANDRAIL AND FENCE DETAILS 5021to 5024 SUPERSTRUCTURE PIECE MARK DETAILS 5025 to5026 DRAINAGE AND WATERPROOFING DETAILS S027 to S029 SLOPE PAVING AND RETAINING WALL DETAILS S030 EXCAVATION AND BACKFILL fal HDR Englneering, Inc. NORTH Not to Scale G001 Y 2 1 b 0 ti GENERAL NOTES DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON PROJECT CONTACTS 1. Contractors shall notify Service Alert, (800) 642-2444 and UPRR Fiber Optics 13. No field changes will be permitted without direct written authorization CONTACT PHONE NUMBER TITLE Hotline (800) 336-9193, 48 hours prior to any excavation. The USA from the Owner and UPRR or their representative. Authorization Numbers shall be kept at the job site. RYAN FERTIG (303) 318-6274 TRACK & BRIDGE DESIGN CONSULTANT PROJECT MANAGER (HDR) 2. No work whatsoever shall be commenced without first notifying the UPRR 14. Contractor shall coordinate work which affects adjacent property owners. Any questions or agreements between adjacent property owners and contractor CLARK LIPSCOMB (970) 726-8600 CORNERSTONE WINTER PARK HOLDINGS, LLC D Manager Industrial & Public Projects. shall be made in writing. A copy of such agreement shall be provided to the SHERMAN SPEAR (303) 405-5039 UPRR MANAGER INDUSTRIAL & PUBLIC PROJECT owner and UPRR or their representative. 3. The Contractor shall comply with all Federal, State, County, and City Laws DREW NELSON (970) 726-8081 TOWN MANAGER - WINTER PARK and Ordinances and Regulations of the Department of Industrial Relations, OSHA, 15. The contractor is responsible for preparing a Stormwater Pollution JEFF DURBIN (970) 726-5491 TOWN MANAGER - FRASER NPDES and Industrial Accident Commission related to the safety and character of Prevention Plan (SWPPP) to comply with State regulations. the work, equipment and labor personnel. 16. Right-of-way lines shown on the plans were taken from existing UPRR 4. Contractor shall be responsible for coordinating with all Utility agencies. right-of-way map and are approximate. 5. Contractor shall protect in place (by any means necessary) all existing 17. Match lines for sheets are based on the existing Main Line stationing utilities to remain unless otherwise specified herein, contractor shall be unless otherwise specified. responsible for the complete repair at his expense, for any damage to existing utilities, structures, or other site features, as a result of his work. 18. All work inside 13' clear point, including trackshifting, and installation of road crossing panels will be done by UPRR unless otherwise stated. 6. Prior to placing curbs, pavements, base, subbase, track, etc., all underground utilities shall be installed, backfill completed, and UPRR notified 19. Where existing culverts are to be extended, the contractor shall expose by each of the utility companies having facilities within the work area, that existing drainage structures and field verify size and type before ordering. CONTACT PHONE NUMBER FIBER the utility installation has satisfactorily passed acceptance tests. 20. Contractor shall comply with all STATE and CITY standard specifications for SHAYNE BRACKEN (303) 885-8867 CENTURYLINK COMMUNICATIONS 7. Contractor shall verify locations and elevations of existing utilities whether known or unknown prior to beginning construction. construction of public improvements requirements. The more restrictive shall prevail. DAVID MCALLISTER (303) 214-7115 VERIZON COMMUNICATIONS 8. Any underground structures such as cesspools, cisterns, mining shafts, 21. Contractor shall maintain at least one access to all affected business. If tunnels, septic tanks, wells, and pipelines not located prior to construction necessary, multiphase construction shall be utilized. C shall be brought to the attention of the UPRR for determination of appropriate action such as removal ortreatment in a mannerjudged suitable to UPRR. 22. Survey of existing topography in UPRR R.O.W. provided by Farnsworth Group, Inc. drawing dated July 15, 2005. 9. Contractor shall coordinate location of all proposed utilities with UPRR to assure accuracy of utility connections and compliance with local codes. 23. Benchmark: 3 1/4" Brass NGS Monument "G360 Reset' N 44581.21 10. Any existing conditions found to be a variance with these drawings must be E 52715.03 immediately reported to Owner and UPRR. Elevation = 8,774.26 11. Contractor shall perform all construction in such a manner as to protect 24. Additional survey of existing topography provided by Carroll & adjacent existing buildings, and other site elements which are to remain in Lange, Inc. and Michael S. Kervin, PLS. service. 25. Contractor shall maintain & clean to the satisfaction of the Engineer all 12. Contractor shall provide As -built Drawings for all improvements. access and service roads used during construction. DESIGN CRITERIA 1. UPRR Standard Plans and Trackworks B 2. CITY Public Works Engineering Division TRAFFIC NOTES 3. Colorado Department of Transportation Roadway Standards 1. All barricades, warning signs, lights, devices, etc. for the guidance of vehicle traffic and pedestrians must conform to the installation shown in the Manual on Uniform Traffic Control Devices (MUTCD), current edition. 2. Contractor shall make twice daily inspections of barricades and flashing lights to ensure proper placement and functioning of warning devices. 3. Grade crossings closed to traffic during construction shall be barricaded in SURVEY NOTES accordance with the MUTCD. PHONE NUMBER GENERAL 4. The contractor is responsible for the prompt replacement and/or repair of 1. Railroad stationing for project profiles and alignments is based on stations all traffic control devices and appurtenances damaged or disturbed due to (800) 336-9193 UPRR CALL BEFORE YOU DIG established for chord definition spiraled curves at the centerline of the existing UPRR Main Line unless otherwise noted. construction. (888) 258-0808 CALL BEFORE YOU DIG (NATIONAL DIRECTORY) (888) 877-7267 UPRR Response Management Communications Center (RMCC) 2. The contractor is responsible for the preservation of all survey control monuments. In the event monuments are damaged or destroyed by the contractor, the Engineer will replace the monument solely at the contractor's expense. DATUM HORIZONTAL NAD83 - Colorado Northern Zone (0501) VERTICAL NAVD88 ^) 1 Ll DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN HDR Engin-ng, i- 0 03/21/2014 100% TRACK PLANS 100 0 100 200 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION GENERAL NOTES & PROJECT CONTACTS ENAME SFILEABBREV6 SHEET SCALE AS NOTED G002 S 14 ^) 1 L1 DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN Absolute Signal ABBREVIATIONS Signal Bridge 0 03/21/2014 100% TRACK PLANS MISCELLANEOUS 1 1 Station STRUCTURES Ac. Acres Resume Speed Bldg. Building Ave. Avenue Br. Bridge Blvd. Boulevard CB Catch Basin Bldg. Building CPT Concrete Pile Trestle - Ballast Deck BNSF BNSF Railway CIP Cast Iron Pipe C.Y. Cubic Yards CMP Corrugated Metal Pipe Conc. Concrete CMPA Corrugated Metal Pipe Arch ° Degree (s) CSP Corrugated Steel Pipe Dia. Diameter CUIv. Culvert Dr. Drive DI Drop Inlet Dwg. Drawing DPGBD Deck Plate Girder - Ballast Deck E East DPGOD Deck Plate Girder- Open Deck Elev. Elevation EBW East Backwall Exist. Existing F. L. Flowline Foot, Feet or Minute (s) F. F. Finished Floor F.S. Finished Surface GIP Galvanized Iron Pipe Horiz. Horizontal Hdwl Headwall .1 Inch, Inches or Second (s) IFBW Inside Face of Backwall Inv. Invert NBW North Backwall Lt. Left PSCT Prestressed Concrete Trestle L Length RCA Reinforced Concrete Arch L. F. Lineal Feet RCB Reinforced Concrete Box Max. Maximum RCP Reinforced Concrete Pipe Min. Minimum SBW South Backwall N North SSP Smooth Steel Pipe NTS Not to Scale SPTBD Steel Pile Trestle - Ballast Deck No. Number SPTOD Steel Pile Trestle - Open Deck OH Overhead SPP Structural Plate Pipe Prop. Proposed TPGBD Through Plate Girder - Ballast Deck RR Railroad TPGOD Through Plate Girder - Open Deck Rwy Railway TPTBD Timber Pile Trestle - Ballast Deck R/W Right of Way TPTOD Timber Pile Trestle - Open Deck Rt. Right TTBD Through Truss - Ballast Deck S South TTOD Through Truss - Open Deck S. F. Square Feet TWB Treated Wood Box Sta. Station VCP Vitrified Clay Pipe Std. Standard Viad. Viaduct St. Street WBW West Backwall Twp. Township WIP Wrought Iron Pipe Typ. Typical TRACK UG Underground UPRR Union Pacific Railroad ATR Above Top of Rail V Velocity Align. Alignment Wt. Weight BBR Below Base of Rail W West Cntrs. Centers X-ing Crossing CWR Continuous Welded Rail DSPD Double Switch Point Derail EOT End of Track HH Head Hardened Ad. Jointed Rail SIGNAL LH Left Hand ABS Automatic Block Signal ML Main Line ATC Automatic Train Control MM Mile Marker CTC Centralized Traffic Control MP Mile Post DED Dragging Equipment Detector NSC Not Sufficient Clearance DTC Direct Traffic Control OTM Other Track Material ELTO Electric Lock Turnout PCC Point of Compound Curve HBD Hot Box Detector PC Point of Curve HTTO Hand Throw Turnout PCS Point of Curve to Spiral HWD High Wide Dectector POC Point on Curve POTO Power Operated Turnout PF 1/2" Point of Frog TWC Track Warrant Control PI Point of Intersection WILD Wheel Impact Load Dectector PITO Point of Intersection of Turnout PS Point of Spiral PSC Point of Spiral to Curve POS Point on Spiral PT Point of Tangent POT Point on Tangent Pt. Sw. Point of Switch Section Number PVC Point of Vertical Curve PVI Point of Vertical Intersection PVT Point of Vertical Tangent Section Sheet No. RH Right Hand Section Description Section Number SH SSPD Second Hand Single Switch Point Derail TC Track Centers Scale T. F. Track Feet Section From Trk. Track Sheet No. UXO Universal Cross -Over X -Over Cross -Over S 14 ^) 1 L1 DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN Absolute Signal HDR Engin—ng, Int. Signal Bridge 0 03/21/2014 100% TRACK PLANS UTILITIES AIR Compressed Air Flo Fiber Optic Cable c Gas Pipeline a-- a -P Overhead Power Line s Sanitary Sewer Overhead Signal Line --0---0---0 Steam Line ss Storm Sewer r Telephone - - - LGE - - - Underground Electric W Water Main ^ ^ Underground Wire o V. Valve 0 M. H. Manhole C. B. 0 Catch Basin 0 F. H. Fire Hydrant TRACK Existing Mainline Existing Siding or Spur Proposed - Remove -- — - —- —-- Shift Future Foreign Railroad or Industry ............ • • • • • In Buildings or Under Structures Turnout Wheel Stop Bumping Post Earthen Bumper 56• Inert Retarder 52Dowty Retarder Derail Switch Point Derail or Double Switch Point Derail = Compromise Joint PROPERTY Section Line Center Section Line -------- Parcel or Easement Line --- - -- - -- - --- Right of Way --- - -- - -- - --- Former Right of Way -••-••-••-••- Right of Way to be Acquired Foreign Right of Way 7 I b SYMBOLS ROAD CROSSING WARNING DEVICES 0 Crossbuck Sign IV Flashing Light Warning Device Flashing Light Warning Device with Gate 9 Cantilever Flashing Light Warning Device Cantilever Flashing Light Signal with Gate 100 0 100 200 SCALE IN FEET } ACS or CTC Signal 1 Q Dwarf Signal Begin CTC ® Microwave Tower oAEI AEI STRUCTURES Culvert Culvert with Headwalls Double Culvert Railroad Bridge Highway Overpass Highway Underpass Tunnel Building CONSTRUCTION Note Note (Work by Contractor) Note Note (Work by UPRR) Cut Lines Fill Lines CORNERSTONE WINTER PARK HOLDINGS, LLC 0 tl SIGNS p SIGNAL Q Limit 1 Absolute Signal 1 Signal Bridge Cantilever Signal } ACS or CTC Signal 1 Q Dwarf Signal Begin CTC ® Microwave Tower oAEI AEI STRUCTURES Culvert Culvert with Headwalls Double Culvert Railroad Bridge Highway Overpass Highway Underpass Tunnel Building CONSTRUCTION Note Note (Work by Contractor) Note Note (Work by UPRR) Cut Lines Fill Lines CORNERSTONE WINTER PARK HOLDINGS, LLC 0 tl SIGNS p Stop YYard Limit ss 1 Mile to Yard Limit raj IWhistle Post Flanger 1 1 Station Reduce Speed Resume Speed ql General Purpose FENCES —x—x—x—x—x- Barbed Wire Chain Link Snow/Sand ROADS Paved Road _ _ _ _ _ _ _ _ _ Unimproved Road e® Interstate Highway Federal Highway ss State Highway E County Highway OTHER Wetlands - - - - - Flow Line Q Milepost MM Milemarker (EF P1018 Control Point QRevision Number Revision Cloud LIGHTING t Light Pole 17 Light Tower GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION ABBREVIATIONS & LEGEND ENAME SFILEA88REV6 SHEET SCALE AS NOTED G003 River or Lake Embankment - - - - - Flow Line Q Milepost MM Milemarker (EF P1018 Control Point QRevision Number Revision Cloud LIGHTING t Light Pole 17 Light Tower GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION ABBREVIATIONS & LEGEND ENAME SFILEA88REV6 SHEET SCALE AS NOTED G003 G BENCHMARKS AND CONTROL POINTS CONTROL # NORTHING EASTING ELEVATION 1023 44414.77 52993.35 8785.28 1021 44582.57 52587.48 8770.21 3000 44562.82 52474.03 8771.14 1020 44920.35 52198.91 8761.25 1022 44979.32 52289.25 8743.36 1019 45268.48 52225.11 8755.96 3317 45485.16 52165.85 8752.54 1018 45645.16 52110.72 8746.90 1025 45726.26 52039.15 8746.29 1026 45862.84 51892.54 8744.35 1027 45968.29 51724.26 8739.55 1015 46307.81 51248.19 8721.93 1028 46129.39 51388.81 8732.61 1014 46387.41 51114.69 8722.68 * BM "G360 RESET' 44581.21 52715.03 8774.26 * BIL US GILDS46040.80 51350.77 8742.90 *BENCH MARK COORDINATES AND ELEVATIONS TAKEN FROM POINTS IN SURVEY DRAWING. 140 Ir FIGURE A FIGURE B FIGURE C CIRCULAR CURVES SIMPLE CIRCULAR CURVE SPIRAL TRANSITION CURVE WITH SPIRAL TRANSITION SPIRAL TRANSITION CURVE DATA: THE SPIRAL USED IS DEFINED BY THE TALBOT SPIRAL. J ID IC I -TOTAL INTERSECTION ANGLE R = RADIUS OF CIRCULAR CURVE 100 0 100 200 AS - SPIRAL ANGLE = ZL2 A = CENTRAL ANGLE OF CIRCULAR CURVE LS = LENGTH OF SPIRAL (TS TO PSC) A - CENTRAL ANGLE OF CIRCULAR CURVE = I - 2 egL2 L. KRUSE e5 T = R TAN 2 2 Dc- DEGREE OF CURVE L = Dc x 100 X = 100 L 0.000762A2L15 A -RATE OF CHANGE OF DEGREE OF CURVE PER 100 -ft. OF LENGTH = �L SCAI El AS NOTED 1- R - RADIUS OF CIRCULAR CURVE Dc = 2 SIN 1 (50/R) = DEGREE OF CURVE 3 3 7 Y = 0.291AL1-0.00000158A 1-1 p T -TANGENT LENGTH OF CIRCULAR CURVE = R TAN 2 (CHORD DEFINITION) B L c = 0.0727AL1 3 L - LENGTH OF CIRCULAR CURVE = x 100 Dc t = 501-1 - 0.000127A2 L5 PS -TANGENT TO SPIRAL PSC- SPIRAL TO CURVE ST = Y SIN e5 PCS- CURVE TO SPIRAL Y LT = X - TAN B S PT -SPIRAL TO TANGENT MAIN TAN PI - POINT OF INTERSECTION OF MAIN TANGENTS Dc = 2 SIN 1 (50/R) = DEGREE OF CURVE (CHORD DEFINITION) (TS OUT) TANGENT LENGTH OF COMPLETE CURVE _ (R+o) TAN 2+t 1-1 -TOTAL NO. OF STATIONS IN SPIRAL (WHEN SPIRALS OF EQUAL LENGTH SPI - SPIRAL POINT OF INTERSECTION ARE USED ON BOTH SIDES OF NOTE: Dc, BS. p, AND I ARE IN DEGREES. CIRCULAR CURVE, SEE FIGURE C. FOR o AND t). ALL OTHERS DIMENSIONS ARE FEET. IA ITECHNICIAN mo_ HDR EnginBering, Int. PROJECT MANAGER R.FERTIG 100 0 100 200 CORNERSTONE WINTER PARK HOLDINGS,LLC GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CONTROL POINTS & GEOMETRY DESIGN ENGINEER J. CHECK ENGINEER C. w1L5oN CWILSON L. KRUSE OC B. JANSEN SCALE I N FEET FILENAME SFILEABBREvs SHEET G004 0 03/21/2014 100% TRACK PLANS SCAI El AS NOTED ISSUE I DATE I DESCRIPTION PROJECT NUMBER 1000000000197406 N Ef NOTE: PROFILE BASED ON PROPOSED SHOOFLY ALIGNMENT To Fraser Timetable West) 100 0 100 200 SCALE IN FEET F1 l upRR R� / -" - CP 1015 :Y1fL1l E:1rlolil F-*wIl 10*41 4 b tl 85+00 FUTURE MAIN TRACK Delta = 51°34'06" D = 7°56'39" S/L = 220.00'(1) S/L = 200.00'(2) ELEV. = 2.0" 30 MPH (PASSENGER) 25 MPH (FREIGHT) 83+00 82+00 00 O �o ca k Ci'1 CS) O co /UTILITY co rn <,, MARKER o rn co co 81+00 co r - Q0 , -+ � � cr -F:5'102E cp `co ,F/° -400�1-=, CP 1 0 -UTILITY � MARKER 11028 PROJECT MANAGER R.FERTIG DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C.wILSON TECHNICIAN L.KRUSE OC R.JANSEN 1 0 103/21/20141100% TRACK PLANS I I I 79+00 78+00 77+00 76+00 3770 —4- 8730 75+00 EXISTING MAIN TRACK PROPOSED SHOOFLY To Winterpark _ Delta = 51°29'30" Delta= 51°29'30" (Timetable East) D = 7°43'47" D = 8°00'00" S/L = 220.00'(1) S/L = 200.00'(2) __S/L = 150.00' co _--- ELEV. = 2.0" ELEV. = 2.50" -rn 30 MPH (PASSENGER) 30 MPH (PASSENGER) _ 25 MPH (FREIGHT) 25co OF -p MPH (,F,,R�EIGHT) UTILITY 01 OC 1P 025 �4 1018 _ BARKER j �Fio — — — MILT ACK FSO 4� �J` A. co M 0- 100 0 100 200 SCALE IN FEET SHOOFL y --- --- -rte -- --- --- - - (0 '- 000 -. co U SIGNAL BOX TEMPORARILY M RELOCATE hh SHIFT TRACK WHISTLE POST (344 TF) V �, Q STA 3180+50 Q� Ml� GRADING CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SHOOFLY TRACK PLAN & PROFILE ENAME sv ILEA88REvs SHEET SCALE AS NOTED P001 ---------- ........ ......... ---------=-------- ------- -- ----- ----=--------:------ -:---:----;--------; ---:----;------------ :---- :......------ ---. -- -.-- -- - - - -- - - --- - - - -- - - -- . - . - - . -- . -- . - - . ---. -- . --- . -- . --- - -- X -----=- ------ -------- ---------------- --- -- - - PROPOSED SHOOFLY T/R - : --- - - o w -- --- ----- - co - ; - ........:....:... ...... cow . rn M Go � - -- Ln ai � tb o Q) co o ,�. 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Ln �� M N� � --� ppm L. � � Lo M -�- In -� - - - - - i - - - - : - - -'---- co --'------�-- -- - co -- 00co ---'--� - 0000 ---'--� - ----'--�- 0000 00 - 00 ---'-�----i 00 --- 00 co C: 85+00 FUTURE MAIN TRACK Delta = 51°34'06" D = 7°56'39" S/L = 220.00'(1) S/L = 200.00'(2) ELEV. = 2.0" 30 MPH (PASSENGER) 25 MPH (FREIGHT) 83+00 82+00 00 O �o ca k Ci'1 CS) O co /UTILITY co rn <,, MARKER o rn co co 81+00 co r - Q0 , -+ � � cr -F:5'102E cp `co ,F/° -400�1-=, CP 1 0 -UTILITY � MARKER 11028 PROJECT MANAGER R.FERTIG DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C.wILSON TECHNICIAN L.KRUSE OC R.JANSEN 1 0 103/21/20141100% TRACK PLANS I I I 79+00 78+00 77+00 76+00 3770 —4- 8730 75+00 EXISTING MAIN TRACK PROPOSED SHOOFLY To Winterpark _ Delta = 51°29'30" Delta= 51°29'30" (Timetable East) D = 7°43'47" D = 8°00'00" S/L = 220.00'(1) S/L = 200.00'(2) __S/L = 150.00' co _--- ELEV. = 2.0" ELEV. = 2.50" -rn 30 MPH (PASSENGER) 30 MPH (PASSENGER) _ 25 MPH (FREIGHT) 25co OF -p MPH (,F,,R�EIGHT) UTILITY 01 OC 1P 025 �4 1018 _ BARKER j �Fio — — — MILT ACK FSO 4� �J` A. co M 0- 100 0 100 200 SCALE IN FEET SHOOFL y --- --- -rte -- --- --- - - (0 '- 000 -. co U SIGNAL BOX TEMPORARILY M RELOCATE hh SHIFT TRACK WHISTLE POST (344 TF) V �, Q STA 3180+50 Q� Ml� GRADING CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SHOOFLY TRACK PLAN & PROFILE ENAME sv ILEA88REvs SHEET SCALE AS NOTED P001 ■ ■ ■ ■ V ■ ■ J ■ ......... ......... --- --- -- -- -- - 8750 EXISTING GROUND 6fi'CMP/RCP ------- 8780 -IN -ETIN1 .-ELE -. =-8-747:30---- 8780 SHOOFLY T/R °� � 94 ° o Qrn.�.. --- - ..-- - -. .PROPOSED . - . - _ _ _ NOTE: .9 ... -; . o A�0 _ _ `T __ - �.PROFILE BASED ON EXISTING MAIN TRACK T/R -.. --- = ---_-�: o a�-; : -co °p - -- -; - ---------- PROPOSED SHOOFLY --- \� ------------- ---- - �# O --- --- II ; II J - �f O �. --- -- O --- ALIGNMENT ° 8770 , �' � : , , o : (,I 8770 c . .. }� Ir : - -- ..-, ..- -.-,-' .. .0.+.40. ZI ---,cp — ,- --- -- , ..... -- ..i..11 -.m. OI°oC0 M ---a _ " ;\ ,// Sgg U II �ILo 8760 o ' - I a W (D 8760 - . . --- : ---: :--- -- .......... :- :--- ---: ---.. . V/I,....O.65-------- - . - z'`° n :--- ; -- ----------- - ......... ......... --- --- -- -- -- - 8750 EXISTING GROUND 6fi'CMP/RCP ------- ----------------- -IN -ETIN1 .-ELE -. =-8-747:30---- U T ..� o ---- ----. � o `° c%750 C - --- V�oz. 00c W r) M O O CIO- ;----' O Lii . N N N � "q z �► CA CV ";;iCO . .. Le) O6 0 oo--- GJ- --------- (:b ........ ......00 Nr :..M cp °) CQ .:....:...... ~Lo T7 c+�.:.... , .... co Lrj .;... - ; .. N [� .:. o M, ', ...; - ...: - 6 O ,....:. 00 N co ~ c4 Ln O6 O N � r` O O N' ^ co .: 00 � LoO O O O CD t_r ro I- � ao aD ao ao o0 Do" 0 ao � 00 o :- Do 0 Oo 00 : Do 06 oo 0c) 00 Go 8740 8740 75+00 74+00 73+00 72+00 71+00 70+00 69+00 68+00 67+00 66+00 65+00 64+00 63+00 62+00 To Fraser RAISE TRACKRELOCATE EXISTING MAIN TRACK PROPOSED SHOOFLY To Winterpark _ ," oQ Tirrie#able West) RAISE TRACK Delta = 56 58'27" (Timetable East)-' CP 1023 0 (452 TF) (SEE OVERHEAD D = 8°17'52" Delta= 56'58'27"�v 226 TF SEE SHEET P003) POWER SHEET P003 S/L = 250.00'(1) D = 9°30'00" "� cy`�' �• ) S/L = 200.00'(2) SIL = 475.00'(1) SIL = 150.00'(2) o- p r- o. Fro DX % p REMOVE & �. ELEV. = 2.0" ELEV. = 3.25" o O r 2 - B . CONSTRUCT X30 MPH (PASSENGER) 30 MPH PASSENGER C0 (f) � Q 1019 - �xryh� TRACK (114 TF) 25 MPH (FREIGHT) 25 MPH (FREIGHT) o• -c9 0- - o RELOC� . co*s' O O FI FIBER o ®Qc x` -/, b� \ � SHIFT TRACK rn � k O o— C - cr) O Q ,`"',�`ti hcb' 46 p . O (351 TF) N pgM ``p o`L� o--' 33 G ROADWAY CROSSING p T Q M o� � h �- o rn o cn -. x oo N o- FI°- SEE ROO1 FOR DETAIL LQ O %' - RP CROSSING SIGNAL AND GATE OC)C� ��. PROTECT IN PLACE (TYP) y M �\ rn '( \ M - �_ ~ - --- - � C� � M I - _ern _ z X p cA - � `" U � ` Q --- v N Y 24" CMP ° (D w� o °p + �' P 1021' ® o �I�1 PROTECT IN PLACE - _ _ CONSTRUCT TRACK �'�_ o>� c°po �x o y M U �'� STA 3165+00 136# RAIL ON WOOD TIES '� � "� v� U o� 13EGIN GRI'OING A (1215 TF) r' - F;°,, - o �, MP 60.00 I F o CL - - - FUTURE MAIN TRACK �,, � - --- - --- ° _.,. "� � o MP 59.99 Delta = 56058'51" CONSTRUCT BRIDGE ® _ — - _ _ 141# CWR STA 3168+24 (ML) D = 8'03'50" SEE BRIDGE PLANS -CP 1020/ - - -"- - - P 3000EXTEND 60" CMP (36 Lo SIL = 250.00'(1) SIL = 200.00'(2) ACCESS ROAD TURNAROUND + ,- (PER CULVERT PLAN ELEV. = 2.0 (SEE SHEET PST001) �!�' - - BY OTHERS) 30 MPH (PASSENGER) _ _ 25 MPH (FREIGHT) PROJECT MANAGER R.FERTIG GRAND PARK DRIVE UPRR UNDERPASS DESIGN ENGINEER J. SCHMITZ PRELIMINARY CORNERSTONE UPRR BRIDGE 6IN ERASER, COLORADO CHECK ENGINEER C. WILSON 0.00 ON MOFFAT TUNNEL SUBDIVISION TECHNICIAN L. KRUSE NOT FOR CONSTRUCTION DATE 09 AUG 2013 FM.. B. JANSEN WINTER PARK SHOOFLY TRACK PLAN & PROFILE 100 0 100 200 HDR Engineering, Inc. T1 �I `IT ' H LDI \ LL FILENAME sv ILEa88REvs SHEET 0 103/21/20141100% TRACK PLANS I SCALEINFEET SCAI El AS NOTED POO2 Ef ISSUE I DATE I DESCRIPTION I PROJECT NUMBER OOOOOOOOOI97406 �1 l HDR Engineering, Inc. . .1 8770 4 I u b / tl 8780 �. PROPOSED MAIN TRACK T/R ..............:....:. ............ ...-...... ...� --. N + `°° °° --- ..- � � (�-...---....... ...: ...... ...:... --------- --------------= ..:....:.. ...... ..... ........:... ..... _ -_ - _ - 00 I` O 4m OO: Qr M 00° O �- O M00 ti : M : 1 :.9 o I O ---•---- - -o -- o - o `� .. �.... cn M ...... .. .... iI Co i Lu .. ..I` --„ j-- .� --------:----.---9�% -- -- — --- - --- --- - - C -rest : co o = - - -; - 00 �� Lo LU -- _.-- - (` :�� - --=---- --------- - - - -- - - ----'-- + � :--- -----.N- ---t=-200---- --------- ----------- ----- --- - - m �= _Lr% - w -- _ -- -- - - OUJ = �� : ---------- = 8770 Cs Lo 00 -------------- : M`--- t -- I� .- --VZL--=: 0;03- ----°--------- :-------- ----- --- --- - - ----a' _ --- -- Lo - - - ; ---:---------:-- 8750 Lo II 8720 __ �-� ��'U.. f° `°8750 �� o 11 „ ---= -- - --:- - w w --- _ - - --- - -- -- -- -- --------- --- -------- . -- - •-- -- - - - --------- -- -- 00 : r w N M- --------= 00 O.: - �! - O L(i --- N. c7 LO II CO CO. w O_ 8760 I 0- LuI N _ - - � O w . co � 00 I` (o V 760 O 0A ti : M O (0 -.. .. .. .. �.... 9-.. : ...... .. .... -. CL Lu .. ..I` .. .� .. .�. .. ° �o= _--- --- --- - - C -rest : co - - -; - 'IT Lo -- - ; �........ Lo (` :�� - --=---- --------- - - - -- - - ------------=--- ----` ---t=-200---- --------- ----------- -------- --- �I Qj -- -- - : -- - -- - -- -- - - 00 co ---------- = Y 00 00 ...•. = --------- OO ----•---------•--- : : --VZL--=: 0;03- ----°--------- :-------- ----- --- --- - - ----a' -- �I - --- -- -- - -- -- - - - PROPOSED MAIN TIRACKT/RT/O :- -- ---:---------:-- 8750 8720 MATCH EXISTING T/R) f° `°8750 - -- - -:-- - --- :--- - ---= -- - --:- - OPOSED BRIDGE --- - -- --- - -- - - --- --- --- - --- = --- -- -- . -- - •-- -- - - - - :- x 00 r �- N M- --------= 00 O.: - �! - O L(i --- N. c7 LO Cfl O : CO w O_ CO - O . N ccLo :- 00 -� M- N O CA O aD . O N I` CO a0 Lo Lo Lo Lo00 � O � O I N 04 = (o CO cl O Ln O � O f3i CO O CV co co .... ..... co 00 co ti 00 co Co : 00 - Co - -: Oo 00 ti Oo 00 ti co co co ---------- co :- I co 00 :. I --- co ---------------ti 00 co ........... co ....•....: ti co 8740 8740 3175+00 3174+00 3173+00 3172+00 3171+00 3170+00 3169+00 3168+00 3167+00 3166+00 3165+00 3164+00 3163+00 3162+00 8760 8760 . : ...................... EXISTING MAIN TRACK T/R ..............-....................................................-.......................... :.... ....:....:.................. (PROPOSED MAIN TRACK T/R TO ....... ....;.....;.... ....;....;....;.... ....;.... .. . :.... .............. :......... ...:....:...-...:........: MATCH EXISTING T/R)........ ..... .................. .........:.... ....:.... ................... ..... ....:....:. : :.........: _ :----.....:....:....:_ - _-.--: 8730 LU 8730 00 O N N � O w . co � 00 I` (o V M O 0A ti : M O (0 -.. .. .. .. �.... .. ..N.... ...... .. .... -. (a .. .. ..I` .. .� .. .�. .. .. .. ,-M.... .. co co 'IT Lo Lo Lo (` � --- --- -- - ti - - - - -- - - - =- - -�- ----` - - - -' - -- - - - '.t— -- --- -'--- -- - (` ... ...:.[�_. ....•... :.t_. 00 00 co 00 00 00 OO 00 00 00 00 8720 8720 +UU �31b�3+UU PROJECT MANAGER R.FERTIG DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN I 0 103/21/20141100% TRACK PLANS I I I C;i1111111 AltellQI111lM1:11II111�i1IA.:1311@l MIt32111llMI/Q111! mILm 100 0 100 200 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC +UU GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION MAIN TRACK PROFILE ENAME sv ILEA88REvs SHEET SCALE AS NOTED P003 ID IC IB IA 4 STA STA W 3165+00 3172+00 18.5' 3172+00 3180+50 16.5' W= SUBGRADE SHOULDER WIDTH b CC PROPOSED SHOOFLY TRACK VARIES 0' TO 40' EXISTING MAIN TRACK SEE PLANS EX. LOW RAIL ELEVATION SEE _ 136# RE TABLE ON 9' WOOD TIES 10, -� 1.00' 6' MIN 1 " OF BALLAST CUT_ 3; M 1_ 2;1 2'1 ' FILL NOTE: SEE TRACK CROSS SECTIONS FOR APPLICATION OF CUT AND FILL END SECTIONS PROJECT MANAGER R.FERTIG DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L. KRUSE OC B. JANSEN HDR Engineering, Inc. 0 03/21/2014 100% TRACK PLANS . 3 BELOW TIE 12" OF SUBBALLAST o co cYi PROPOSED LOW RAIL ELEVATION (SEE SHOOFLY PROFILE) TYPICAL SHOOFLY TRACK SECTION 10 0 10 20 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC tl GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TRACK TYPICAL SECTIONS ENAME SFILEASBREvs SHEET SCALE AS NOTED T001 ID IC IB IA Y Project Name: GPD Description: Horizontal Alignment Name: UPRR-Prop-Shoofly Description, Style: Track I (default) STATION NORTHING EASTING Element: Linear 52730. 1524 POB 44612.6451 PS ( > 67+82.00 Tangent Direction: 52331.5144 Tangent Length: Element: Clothoid 603.80 PS ( ) SPI ( ) 45428.0293 PSC ( > 22132'12" Entrance Radius' Exit Radius: 45476.5523 Length: 319.27 Angle: Constant: Long Tangent: 471. 74 Short Tangent: Long Cord: 61.59 Y s: P: K: 236.28 Tangent Direction: Radial Direction: Left Chord Direction: N 240 49' 1 9" E Radial Direction: Tangent Direction: Element: Circular N 47°21'31" E PSC ( ) PI ( ) CC ( ) 67+82.00 PCS ( > 52331.5144 Radius: 44838.8099 Delta: Degree of Curvature(Chord): 52775.6787 Length: 44980.3432 Length(Chorded): 603.80 Tangent: Chord: Right Middle Ordinate: 9,30'00" External: Tangent Direction: Radial Direction: 287.58 Chord Direction: Radial Direction: Tangent Direction: Element: Clothoid PCS ( > SPI ( ) 1 7. 58 PT ( ) N Entrance Radius: Exit Radius: N 47°21'31" E Length: N Angle: Constant: N 74040'45" E Long Tangent: N Short Tangent: Long Chord: 70+69.58 Xs: 52193.3319 Ys: 45028. 6372 P: 72+19.58 K: 52165. 8202 Tangent Direction: Radial Direction: 0.00 Chord Direction: Radial Direction: Tangent Direction: Element: Linear PT ( ) 45476.5523 PS ( > 100.08 Tangent Direction: Tangent Length: �1 l HDR Engi"B d%-. 56+00.24 44181.9174 53371.6159 63+07.00 44478.6145 52730. 1524 N 65°10'41" W 706.76 63+07.00 44478.6145 52730. 1524 66+26.27 44612.6451 52440.3764 67+82.00 44730.8605 52331.5144 0.00 45328.9957 52136.7982 603.80 SPI ( ) 475.00 45428.0293 52122.5203 22132'12" Right 535.54 45476.5523 52110.2430 319.27 Entrance Radius: 160.70 471. 74 Exit Radius: 467.70 61.59 Length: 15.48 236.28 Angle: N 650 10' 4 1 " W Left N 240 49' 1 9" E Constant: N 57-40'3211 W N 47°21'31" E Long Tangent: N 42038129" W 67+82.00 44730.8605 52331.5144 69+28.74 44838.8099 52232. 1061 45139.8818 52775.6787 70+69.58 44980.3432 52193.3319 603.80 Xs: 27°19'14" Right 9,30'00" Ys: 287.91 287.58 P: 146.75 285. 1 9 K: 17.08 1 7. 58 Tangent Direction: N N 42-38'29" W N 47°21'31" E Radial Direction: N N 28,58'52" W N 74040'45" E Chord Direction: N N 150 19' 15" W 70+69.58 44980.3432 52193.3319 71+ 1 9.65 45028. 6372 521 80. 1 01 3 72+19.58 45127. 6940 52165. 8202 603.80 0.00 Circular 150.00 7°07'01" Right 300. 95 45476.5523 52110.2430 100.08 PI ( ) 50.07 45726.0499 52047. 1149 149.90 CC ( ) 149. 77 45300.7328 51415.3616 6.20 PCS ( ) 1.55 45878.4088 51839.7000 74.96 Radius: N 150 19' 15" W N 74-40'45" E Delta: N 100 34' 33" W Left N 81147'46" E Curvoture(Chord): N 80 12' 14" W 72+ 1 9. 58 451 27. 6940 52165. 8202 74+22.96 45328.9957 52136.7982 N 80 12' 14" W 203.38 DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN 4 7 Element: Clothoid PS ( ) 74+22.96 45328.9957 52136.7982 SPI ( ) 75+23.02 45428.0293 52122.5203 PSC ( ) 75+72.96 45476.5523 52110.2430 Entrance Radius: 0.00 Exit Radius: 716.78 Length: 150 00 Angle: 5°59'42" Left Constant: 327.90 Long Tangent: 100.06 Short Tangent: 50.05 Long Chord: 149.93 Xs: 149.8A Ys: 5.23 P: 1.31 K: 74. 97 Tangent Direction: N 8°12'14" W Radial Direction: N 81°47'46" E Chord Direction: N 10°12'07" W Radial Direction: N 75°48'04" E Tangent Direction: N 14°11'56" W Element° Circular PSC ( ) 75+72.96 45476.5523 52110.2430 PI ( ) 78+30.32 45726.0499 52047. 1149 CC ( ) 45300.7328 51415.3616 PCS ( ) 80+66.73 45878.4088 51839.7000 Radius: 716.78 Delta: 39-30'05" Left Degree of Curvoture(Chord): 8°00'00" Length: 494.17 Length(Chorded): 493.77 Tangent: 257.36 Chord: 484.44 Middle Ordinate: 42. 1 7 External: 44.80 Tangent Direction: N 14 11'56" W Radial Direction: N 75°48'04" E Chord Direction: N 33°56'59" W Radial Direction: N 36°17'58" E Tangent Direction: N 53°42'02" W Element. Clothoid PCS ( ) 80+66.73 45878.4088 51839. 7000 SPI ( ) 81+ 16. 78 45908. 0400 51799. 3614 PT ( ] 82+16.73 45958. 5285 51712.9761 Entrance Radius' 7 16. 78 Exit Radius: 0.00 Length: 150.00 Angle: 5-59'42" Left Constant: 327.90 Long Tangent: 100.06 Short Tangent: 50.05 Long Chord: 149.93 Xs: 149.84 Ys: 5.23 P: 1.31 K: 74. 97 Tangent Direction: N 53°42'02" W Radial Direction: N 36017'58" E Chord Direction: N 57041'51" W Radial Direction: N 300 1 8' 1 6" E Tangent Direction: N 59041'44" W Element: Linear PT ( ) 82+16.73 45958. 5285 51712.9761 EDT ( ) 85+07.43 46105.2120 51462.0020 Tangent Direction: N 59041'44" W Tongent Length: 290.70 1 0 103/21/2014 1100'/. TRACK PLANS I I I b CORNERSTONE WINTER PARK HOLDINGS, LLC 9 tl GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TRACK HORIZONTAL GEOMETRY ENAME SFILEABBREVO SHEET SCALE AS NOTED T002 Y Project Name: GPD Description: Horizontal Alignment Name: UPRR_Main_CL_Best_Fit Description: Style: Default STATION NORTHING EASTiNG Element: Linear 52723. 1 720 POB ( > 44551.9303 PS ( > 3165+64.69 Tangent Direction: 52503.3218 Tangent Length: Element: Clothoid 691. I 1 PS ( ) 52077.8129 SPI ( > CC ( ) PSC ( > 10.21'47" Entrance Radius: Exit Radius: 3179+95.48 Length: 166.95 Angle: Radius: Constant: Long Tangent: 249.64 Short Tangent: Long Chord: 35°16'17" X s: Y s: 15.04 P: K: Tangent Direction: 124.86 Radial Direction: Chord Direction: Length(Chorded)' Radial Direction: N 24.49' 19" E Tangent Direction: Element: Circular 235.82 PSC ( > N 35.1 1' 06" E PI ( ) Chord: CC ( > PCS 3165+64.69 Radius: 52503.3218 De I to: Degree of Curvature(Chor(d): External: Length: 52901.5506 Length(Chorded): 44968.7167 Tangent: 691.11 Chord: Middle Ordinate: Right External: 8. 17' 52" Tangent Direction: Radial Direction: N 34-20'09" W Chord Direction: 461.82 Radial Direction: Radial Direction: Tangent Direction: Element: Clothoid 453.66 PCS ( ) N 51.58'18" W SPI ( ) PT ( ) 40.53 Entrance Radius: Exit Radius: Length: N 35.11'06" E Angle: 51892.0560 Constant: SPI ( ) Long Tangent: N 73-30'20" E Short Tangent: Long Chord: 3181+95.48 Xs: 3170+26.51 Y s: 52238.8853 P: 45032.7676 K: 3172+26.51 Tangent Direction: 52200.8723 Radial Direction: Chord Direction: 0.00 Radial Direction: Tangent Direction: Element: Linear 8.17126" PT ( > PS ( > Constant: Tangent Direction: 133.48 Tangent Length: Element: Clothoid 133.46 ( > PSSPI 199.81 Short Tangent. PSC ( > Entrance Radius. 9.63 Exit Radius: 199.84 Length: Angle: 99.93 Constant: Long Tangent: Short Tangent: N 73-30'20" E Long Chord: Xs: P: Ys: N 81.47' 46" E P: K: 99.94 Tangent Direction: Radial Direction: Tangent Direction: Chord Direction: Radial Direction: Tangent Direction: �1 l HDR EnginBed% -t. 3156+00.24 44181.9174 53371.6159 3163+ 1 4.69 44481. 8432 52723. 1 720 N 65°10'41" W 714.45 3163+14.69 44481. 8432 52723. 1 720 3164+81.64 44551.9303 52571.6426 3165+64.69 44600.0987 52503.3218 0.00 PI ( ) 691. I 1 45698. 1906 52077.8129 250.00 CC ( ) 10.21'47" Right 415.66 3179+95.48 45843.4679 166.95 Radius: 83.59 249.64 Delta: 35°16'17" 249.18 Degree of 15.04 7°43'47" 3.76 Length: 124.86 N 65. 10' 4 1 " W Length(Chorded)' 456.30 N 24.49' 19" E N 61.43' 28" W 235.82 N 35.1 1' 06" E Chord: N 54-48'54" W 3165+64.69 44600.0987 52503.3218 3168+04.82 44738.4672 52307.0636 External: 45164.9360 52901.5506 3170+26.51 44968.7167 52238.8853 691.11 38.19'14" Right N 73°17'59" E 8. 17' 52" 462.23 N 34-20'09" W 461.82 Radial Direction: 240.13 453.66 Tangent Direction: N 51.58'18" W 38.28 Element: 40.53 N 54o48'54" W PCS ( ) N 35.11'06" E 45843.4679 51892.0560 N 35-39'17" W SPI ( ) 3180+62.26 N 73-30'20" E 51839.4513 N 16129'40" W 3181+95.48 45951.9527 3170+26.51 44968.7167 52238.8853 3170+93.31 45032.7676 52219.9194 3172+26.51 45164.8815 52200.8723 691.11 0.00 200.00 200.00 Angle: 8.17126" Right 371.78 Constant: 385. 1 7 133.48 66.80 133.46 199.81 Short Tangent. 199.58 9.63 Long Chord: 199.84 2.41 99.93 199.64 N 16029'40" W Ys: N 73-30'20" E N 10.58' 01" W P: 2.25 N 81.47' 46" E N 8. 1 2' 1 4" W 99.94 3172+26.51 45164.8815 52200.8723 31 73+ 1 9. 1 7 45256. 5961 521 87. 6497 N 8-12'141' W 92.66 31 73+ 1 9. 1 7 45256. 5961 521 87. 6497 3174+66.01 45401.9294 52166.6968 3175+39.17 45472.3171 52145.5791 0.00 741.80 220.00 8-29'47" Left 403.97 146.84 73.49 219.79 219.52 10.86 2. 72 109.92 N 8-12'14" W N 81°47'46" E N 1 1.02' 08" W N 73-17'59" E N 16.42'01" W DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN 4 7 Element'. Circular PSC ( ) 3175+39.17 45472.3171 52145.5791 PI ( ) 3177+74.99 45698. 1906 52077.8129 CC ( ) 45259. 1517 51435.0720 PCS [ ) 3179+95.48 45843.4679 51892.0560 Radius: 741.80 Delta: 35°16'17" Left Degree of Curvature(Chord): 7°43'47" Length: 456.65 Length(Chorded)' 456.30 Tangent: 235.82 Chord: 449.47 Middle Ordinate' 34.86 External: 36.58 Tangent Direction: N 16°42'01" W Radial Direction: N 73°17'59" E Chord Direction'. N 34-20'09" W Radial Direction: N 38-01'42" E Tangent Direction: N 51.58'18" W Element: Clothoid PCS ( ) 3179+95.48 45843.4679 51892.0560 SPI ( ) 3180+62.26 45884.6092 51839.4513 PT ( ) 3181+95.48 45951.9527 51724.2273 Entrance Radius: 741.80 Exit Radius: 0.00 Length: 200.00 Angle: 7-43'26" Left Constant: 385. 1 7 Long Tangent: 133.46 Short Tangent. 66.78 Long Chord: 199.84 Xs: 199.64 Ys: 8.98 P: 2.25 K: 99.94 Tangent Direction: N 51-58'18" W Radial Direction: N 38.01'42" E Chord Direction. N 57.07'17" W Radial Direction: N 30.18'16" E Tangent Direction: N 59.41'44" W Element. Linear PT f ) 3181+95.48 45951.9527 51724.2273 EOT ( ) 3184+99.20 46105.2120 51462.0020 Tangent Direction: N 59-41'44" W Tangent Length: 303.73 1 0 103/21/2014 1100'/. TRACK PLANS I I I b CORNERSTONE WINTER PARK HOLDINGS, LLC ■ tl GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TRACK HORIZONTAL GEOMETRY ENAME SFILEABBREVO SHEET SCALE AS NOTED T003 s a W q EXISTING MAIN TRACK 14'-6" STANDARD BARRICADE --20' 20' 20' — 20'--] ---- ------ --- --- ------ ------ AT BRIDGE ABUTMENT ; 10' ACCESS ROAD (AS PER STD. DWG. 0575) , , VARIES �� oo (20' MIN.) SHOOFLY SUBBALLAST ------ ---------------------------- SHOOFLY --- ----------------------- SHOOFLY SUBGRADE SHOULDER f1 l * ADDITIONAL WIDTH IN CURVED TRACK ACCESS ROAD TURNAROUND PLAN T - TYPE (NO SCALE) PROJECT MANAGER R.FERTIG DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C.WILSON TECHNICIAN L.KRUSE OC B.JANSEN 1 0 103/21/20141100% TRACK PLANS I I b (DY ZV XZ Lu Q 42 VARIES (MATCH SHOOFLY GRADING) 10' 2% 10i/o tl 14'-6" .. - - - -- ------ 12" COMPACTED SUBBALLAST SHOOFLY SUBGRADE SHOULDER TOP OF SUBGRADE EXISTING GROUND SEE CROSS SECTIONS FOR END CONDITION * ADDITIONAL WIDTH IN CURVED TRACK SECTION E (NO SCALE) CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION ACCESS ROAD TURNAROUND DETAILS ENAME SFILEASSREvs SHEET SCALE AS NOTED PST01 �1 l HUR EnginBering�lnt. 8805 Mass Haul = 0.00 C. Y. 8805 8800 8800 8795 8795 8790 _ g N 8790 8785 _ — — _ :1 m 8785 8780 n 4 8780 8775 _ — _ — — — 8775 8770 1m 8770 8765 8765 8760 w—ig 8760 8755 ~ 8755 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 0.00 S.F. Fill Area = 0.00 S.F. Cut Volume = 0.00 C.Y. 3163+50 Fill Volume = 0.00 C. Y. co V N 1q O O mON�M M N N t+%1/ M ct N r 1�N tcq0 c�N r^^^Nf1 n N r M r r n n r ayrD � m W � W D7 cpaJ JN � W � aCMW t� ar0 � W � cN N n�cYV� i7 V M c�A O m6 V N 8805 8805 8800 8800 8795 8795 8790 _ _ _ _ _ ^ 8790 8785` ,� 8785 a 8780 ao� 8780 8775 — _ 8775 8770 " 8770 8765 N 8765 w ag 8760 F 8760 8755 8755 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 0.00 S.F. Fill Area = 0.00 S.F. Cut Volume = 0.00 C.Y. 3163+07 Fill Volume = 0.00 C. Y. a v o m to m m m tg m m m m m m m 16 to n Y c m C a n n m DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN 1 0 103/21/20141100% TRACK PLANS I I I I b 8795 8795 8790 8790 8785 t 8785 m� 8780 — _ _ — _ 2 8780 8775 — — — — 8775 8770 _ — — — — — 8770 8765 m J ' 8765 8760 8760 8755 8755 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 0.00 S.F. Fill Area = 0.00 S.F. Cut Volume = 0.00 C.Y. 3164+50 Fill Volume = 0.00 C.Y. V r r V N NN r (a0 N V O m m y m no �m roM �mN o Y N N N7 ��2 N N 8800 8800 8795 8795 8790 8790 8785 I _ _ gJ 8785 8780 _ _ 8780 8775 8775 8770 J — — 8770 8765 8765 cn 8760 8760 8755 8755 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 0.00 S.F. Fill Area = 0.00 S.F. Cut Volume = 0.00 C. Y. 3164+00 Fill Volume = 0.00 C. Y. 4 m m m r w m m m 16n T t2 11 n '+ m T 19 m Y N an N 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC J GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3163+07 TO STA.3164+50 ENAME sFILEABBREVs SHEET SCALE AS NOTED X001 ID IC IB IA �1 l HUR EnginBering�lnt. I z I 1 7 1 b I / I b ■n N N t0 N tD t� tD t0 tO b l0 a o tp hN O W � O N N N N o 8790 R Mass Haul = 164.10 C.Y. 8790 Mass Haul= 200.47 C.Y. 8795 8785 8795 8785 0 0 8790 8780 y g _ 8780 8790 8785 I '� 8785 8775 J m 8775 '� 8780 8770 a^ ao 8770 8780 0 o It 8775 — — — — o 8775 8765 _ 8765 — — 8770 8760_ — 8760 8770 8765 m \ — 8765 8755 tom °' — 8755 w _ 8760 ~ 8750 8760 8750 8755 8755 8745 8745 8750 8750 8740 8740 8745 8745 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 EO -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 5.92 S.F. Fill Area = 67.08 S.F. Cut Area = 46.24 S.F. Fill Area = 7.75 S.F. Cut Volume = 20.22 C. Y. 3166+50 Fill Volume = 84.54 C.Y. C Cut Volume = 125.23 C.Y. 3165+50 Fill Volume = 7.17 C. Y. NM 1i CN m mtfl m fO iot°'o m io p� a0 W N aDW c0 07 1— aD tJ W M p t0 Vpp c01.N ON O N O N �2 r O N mN 2�2 aN N 041 4t�p N V O O iN(l O t40 Q c7 N �v N^ r N M N O t0 r 003/2"'2014 100% TRACK PLANS iUE OATE DESCRIPTIOI tI N ^ 4 P N N 4 DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN ri Y) h Yl h o a» < S O 17MO to O 8790 - 8790 8785 8 0 0 8785 8780 8780 8775 a o 8775 8770 _ _ _ 8770 8765 - 8765 8760 o _ 8760 8755 _ 8755 8750 ~ 8750 8745 8745 8740 L 8740 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 15.92 S.F. Fill Area = 24.23 S.F. Cut Volume = 57.55 C. Y. 3166+00 Fill Volume = 29.61 C. Y. 40 0 40 80 SCALE IN FEET °7 4 CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3165+00 TO STA.3166+50 FILENAME sFILEAaBREV. SHEET SCALE AS NOTED X002 ■l] ■w I I z I + 1 0 1 b I / I ti m m m m N O O O h In, 8790 8790 8790 8785 8785 8785 8785 8785 8785 M 8785 8780 ° rn 8780 8780 ° o g`� 8780 8775 Nom^ '`o m 8775 8775 2 �o ons 8775 8770 8770 a a 8770 8770 8765 P� 8770 8765 — 8765 8765 8765 8765 8760 8765 876000,8760 M 8760 8760 m g o m \ 8760 8755 — _ o m W 8755 8755 8750 o \ 8755 8750 — — — — — — I— — — _ _ 8750 8750 8750 — — — — — — — _ — 8750 8745 ~ 8745 8740 8745 8740 8740 8745 8740 8740 8740 8740 8735 8740 8735 L8745 8730 8735 8735 10 20 30 40 50 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 8735 8730 Fill Area = 237.96 S.F. Cut Area = 2.80 S.F. Fill Area = 498.19 S.F. 8730 8730 Cut Volume = 4.91 C. Y. 3168+00 Fill Volume = 833.40 C. Y. 8730 8725 rnm 1/ n mm mm mmmm mmm mmm mm m �mm V mmm m o_ 1�1 V Y C x" `T g' 8725 L6 m N00 m �i a s cyi o> N �' o rn rn M " Y -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 2,50 S.F. Fill Area = 401.89 S.F. Cut Area = 1.88 S.F. Fill Area = 474.02 S.F. Cut Volume = 8.86 C.Y. 3167+50 Fill Volume = 592.45 C. Y. Cut Volume = 4.33 C. Y. 3168+50 Fill Volume = 900.19 C. Y. C V _ mo r N r M m m Nro a m iDVm M m tOa ^ r No rn m r °Jo m r rn m m N rn m o tMD �fD rM.n m `v w `r m o ci n fO 6 6oki ,N° w� � � N� urni n o m mm co u1°i a m m m m m N mmm m m m mm m m m m m mr^m m m m m � o rn o N 'rR Y oMm o rn N o N V V 1. m oh' 00 O °m1 I6 1-1 c:i 11fR Q N rn(°q 0 mm N V m 8790 8790 8785 8785 8785 �. _ 8785 8780 0 .� 8780 rn 8780 8775 B 8780 Nom^ 8775 8775 2 �o 8775 8770 0 8770 0 8770 8765 8765 8770 8765 _ 8765 8760 / c 8760 8760 8755 m 8755 8760J 8755 — — — — — x c \ _ _ 8755 8750 — — — — — _ 8750 8750 _ 8750 _ 8745 8745 8745 8745 8740 8740 8740 8740 8735 8735 8735 8735 8730 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 7.06 S.F. Fill Area = 237.96 S.F. Cut Area = 2.80 S.F. Fill Area = 498.19 S.F. Cut Volume = 12.02 C. Y. 3167+00 Fill Volume = 282.44 C. Y. Cut Volume = 4.91 C. Y. 3168+00 Fill Volume = 833.40 C. Y. rNwo m m mm mmm V mmm mm mm rnm 1/ n mm mm mmmm mmm mmm mm m �mm V mmm m o_ 1�1 V Y C x" `T g' O> V M M a voi L6 m N00 m �i a s cyi o> N �' o rn rn M " Y o - M m DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON ^) TECHNICIAN L.KRUSE 1 L1 OC B.JANSEN HDR Engin—ng, i- 0 03/21/2014 100% TRACK PLANS ISSUE 1 DATE 1 DESCRIPTION PROJECT NUMBER 000600000 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3167+00 TO STA.3168+50 FILENAME SFILEA88REVO SHEET SCALE AS NOTED I X003 �1 l HUR EnginBering, Int. 8790 Mass Haul = -3703.65 C. Y. 8790 8785 8785 8780 8780 8775 ' 8775 8770 _ _ c 8770 8765 — _ a ao 8765 8760 _ 8760 87558755 10 8750 w 8750 8745 8745 8740 8740 8735 8735 8730 8730 8725 8725 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 6.37 S. F. Fill Area = 187.83 S. F. Cut Volume = 11.39 C.Y. 3169+50 Fill Volume = 521.52 C. Y. oiN$ m cyi o 1. �N81.N1.m Su11 �5a m .1 m o rNNni r Wr WMeDaD rW rW m W WWW W 1W 1 Ill °uii 1u6i 1. mui mmm1m111Wm1w m m m m n A W � ib rW a0 m W nW � W id W W W W W W o"'rn�i m $ c tO rnm� a u°'imr nan w� 8 6 of d m rn� rn m m o Q 8 aWlou'"i e a n N rN oiro onn oai C?d Y ca a c;+ 16 oc> 0i„�.� a w 8785 8785 8780 N 8780 8775 "� t° 8775 8770 8770 8765 ~ 8765 8760 _ _ 8760 8755— — _ 8755 8750 ---_ — ---- wW°' 8750 8745 ~ _ 8745 8740 8740 8735 8735 8730 8730 8725 8725 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 5.94 S.F. Fill Area = 375.41 S.F. Cut Volume = 7.244O CC C.Y. 3169+00 CC Fill Volume = 786.51 C. Y. WMS M F N EMR NAND hNWOm,�ON z N V M W< r WQ m co m c mnm mmmm mmro m m w `gym m QQ Q SD�io 1oy n n ca Wr o io co (O YnIY)W V V M ONOS �nt4 1' 0 103/2V20141100% TRACK PLANS il1E OATF OESCRIPTIOI DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN ■n 1m 0 nen n W WWW W W m NNN N � O tD [I N t0 O f0 f4 m Y] 8795 Mass Haul= -3726.63 C.Y 8795 8790 8790 B 8785 8785 8780 c m 8780 8775 8775 8770 _ _ oo� 8770 8765 _ _ _ _ 8765 8760 _ J 1.� 8760 8755 8755 o 8750 8750 z � 8745 8745 8740 8740 8735 8735 8730 8730 8725 8725 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 180.63 S.F. Fill Area = 23.97 S.F. Cut Volume = 173.14 C. Y. 3170+00 Fill Volume= 196.11 C. Y. Q O r IQ Q t0 M erm Q w,Q 7 2 T1. 11m l0 l6 N 1IM() r A ^ M yy p hW mm W QIOJr m � W m 4! m iDWrl� m m W W m W m m W W m m m A 8 Wm m a a a tO Y rnN n W cn 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3169+00 TO STA.3170+50 FILENAME sFILEABBREvs SHEET SCALE AS NOTED I X004 Mass Haul = -3105.20 C.Y: 8800 8800 8795 8795 8790 8790 8785 — — 8785 8780 _ ,$ 8780 8775 8775 8770 _ Qo 2 8770 8765 Q� 8765 \ _ _ 8760 8760 8755 o W \ 8755 8750 8750 8745 8745 8740 8740 8735 8735 8730 8730 8725 8725 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 516.16 S.F. Fill Area = 1.66 S.F. Cut Volume = 645.17 C. Y. 3170+50 Fill Volume = 23.74 C. Y. wm m mm aoO°'r ro ai o M r ai o ro ro or m u°1i u°ii W co m P NP W ;z 02, Q mm m ^Wm Wm mm tooD mmwm mro m 8W a `1.`r° as .1 °r° m ro m m m m m m mmw ooWW m ib m m m m o a (WON VV Q QO MSM rN fV�r WNW000 M co O N 10 7 9t+r W V O N N M co ■n 1m 0 nen n W WWW W W m NNN N � O tD [I N t0 O f0 f4 m Y] 8795 Mass Haul= -3726.63 C.Y 8795 8790 8790 B 8785 8785 8780 c m 8780 8775 8775 8770 _ _ oo� 8770 8765 _ _ _ _ 8765 8760 _ J 1.� 8760 8755 8755 o 8750 8750 z � 8745 8745 8740 8740 8735 8735 8730 8730 8725 8725 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 180.63 S.F. Fill Area = 23.97 S.F. Cut Volume = 173.14 C. Y. 3170+00 Fill Volume= 196.11 C. Y. Q O r IQ Q t0 M erm Q w,Q 7 2 T1. 11m l0 l6 N 1IM() r A ^ M yy p hW mm W QIOJr m � W m 4! m iDWrl� m m W W m W m m W W m m m A 8 Wm m a a a tO Y rnN n W cn 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3169+00 TO STA.3170+50 FILENAME sFILEABBREvs SHEET SCALE AS NOTED I X004 Y 1 1 1 ii m OOi�Q OOi N � ^N �NtyyNN N � � t0 �� h N W NMrnWO h h N M O O W O yj O O O O h �j a0ii D MtW00 M N 0 hnM h h h W WWW 0 W W 06 V u h h N O R V R O O O 8805 T 19 ? 4 Mass Haul = -1818.52 C.Y. 8805 8800 8800 8795 8795 8790 _ 8790 8785 8785 8780 _ 8780 8775 _ 8775 8770 Qo 8770 8765 a 8765 8760 — 8760 8755 8755 8750 w \ 8750 8745 r 8745 8740 8740 87358735 8730 8730 8725 8725 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 875.12 S.F. Fill Area = 0.00 S.F. Cut Volume = 1288.22 C.Y. 3171+00 Fill Volume = 1.54 C.Y. <O �n �tpVroP ENO m 1 I Rm 1. 1. 11< N .1 V 111 �mm mtom `Wr°mmm mw� mm �n r iv mm io m m 61 °'i1 uO1i a 10V NM WMa 00 0 11 W W W O1W �W 1W 1 1 1 W WAN W yW NN�NOO MMMe16 O'rnNNN 00 � N N M W v N O N 8810 Mass Haul = 5748.81 C. Y. 8810 8805 8805 8800 8800 8795 _ 8795 8790 8790 8785 _ 8785 8780 8780 8775 a _ 8775 8770 c o J ° 8770 87658765 W 0 8760 a`0 8760 8755 _ J o1 — 8755 8750 8750 8745 x 8745 8740 8740 8735 8735 8730 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 1905.64 S.F. Fill Area = 0.00 S.F. Cut Volume = 3160.50 C. Y. 3172+50 Fill Volume = 0.00 C. Y. 0 10 grn � N o rn�im on ory co aa�n�or rn m N �i m <v rn rn m m rn m M m o' n � uo n r cdi� Co. n n n 4b M �i m w rno,m mrn W W nW m w w ym m mm mm ao appo m � m ao m ao m m m �m Wao WN m m m ao m m m O t0 i0 [1 W O N O �r rN i0 O N N Orn '0 01 w 01M� OV M i0 Ell v N O (00 N V C O M M NN O(V O E W 1 aG O C N Di'O M�C)f4v O C O N r T 000 O V M W10H H O 16 16 cs cs 8810 Mass Haul = 2588.31 C. Y. 8810 8805 8805 8800 8800 8795 _ 8795 8790 ' — _ 8790 8785 8785 8780 8780 8775 W 0 8775 87708 'O' 8770 �J m 8765 o W ° W 8765 ao 8760 a,K 8760 8755 _ ci 8755 8750 o io 8750 8745 8745 8740 ~ 8740 8735 8735 8730 L 11 1$4A 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 1507.70 S.F. Fill Area = 0.00 S.F. Cut Volume = 2496.27 C. Y. 3172+00 Fill Volume = 0.00 C. Y. M I O 11 O 11 V N O N V rn0 tp Obi tp �O'1 OOi Orn m rnrnm morn M WWW r r � h N N N N in H O O MNrN QOM 71 Or O r M N N 1` N O 60 V 01r+1M MN O O I� L6N m v V W .- N ■E ■l] ■M HDR EnginBeri%lnt. PROJECT MANAGER R.FERTIG 40 0 40 80 CORNERSTONE WINTER PARK T T c T T 1 OLD 1N S LLC HOLDINGS Mass Haul = 92.04 C. Y. DESIGN ENGINEER J. 8810 TECHNICIAN L.KRUSE OC B.JANSEN 8810 8805 FILENAME sFILEABBREVs SHEET X005 0 03/21/2014 1001 TRACK PLANS SCALEAs Noreo 8805 8800 8800 8795 8795 8790 _ _ 8790 8785 _ 8785 87808780 0 8780 8775 8775 o . '� ° 8770 e 8770 8765a o — 0 8765 8760 _ _ 8760 8755 c 8755 8750 w 8750 8745 8745 8740 8740 8735 8735 8730 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 1188.28 S.F. Fill Area = 0.00 S.F. Cut Volume = 1910.55 C. Y. 3171+50 Fill Volume = 0.00 C. Y. o rneo o � �o�wNm�in of - o m vv m n rvm io m m min m m mao m rW m m "' M m w m mm m aom m m m m m m mm m n m u1i v1 1 °'mm°i.6 i ui vOi°xn uiui id o m� in m m m m m m m m mib m oo w ao u1i uri vii v m m W m O WWI Vm pmp O N M V N N M X10110 �m.�ym (00 cli VT M M NN 11MO WO pE ' C' M O m u%V AIS M N Of ' Otl MtW00 M N 0 hnM h h h W WWW 0 W W 06 V u h h N O R V R O O O 8805 T 19 ? 4 Mass Haul = -1818.52 C.Y. 8805 8800 8800 8795 8795 8790 _ 8790 8785 8785 8780 _ 8780 8775 _ 8775 8770 Qo 8770 8765 a 8765 8760 — 8760 8755 8755 8750 w \ 8750 8745 r 8745 8740 8740 87358735 8730 8730 8725 8725 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 875.12 S.F. Fill Area = 0.00 S.F. Cut Volume = 1288.22 C.Y. 3171+00 Fill Volume = 1.54 C.Y. <O �n �tpVroP ENO m 1 I Rm 1. 1. 11< N .1 V 111 �mm mtom `Wr°mmm mw� mm �n r iv mm io m m 61 °'i1 uO1i a 10V NM WMa 00 0 11 W W W O1W �W 1W 1 1 1 W WAN W yW NN�NOO MMMe16 O'rnNNN 00 � N N M W v N O N 8810 Mass Haul = 5748.81 C. Y. 8810 8805 8805 8800 8800 8795 _ 8795 8790 8790 8785 _ 8785 8780 8780 8775 a _ 8775 8770 c o J ° 8770 87658765 W 0 8760 a`0 8760 8755 _ J o1 — 8755 8750 8750 8745 x 8745 8740 8740 8735 8735 8730 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 1905.64 S.F. Fill Area = 0.00 S.F. Cut Volume = 3160.50 C. Y. 3172+50 Fill Volume = 0.00 C. Y. 0 10 grn � N o rn�im on ory co aa�n�or rn m N �i m <v rn rn m m rn m M m o' n � uo n r cdi� Co. n n n 4b M �i m w rno,m mrn W W nW m w w ym m mm mm ao appo m � m ao m ao m m m �m Wao WN m m m ao m m m O t0 i0 [1 W O N O �r rN i0 O N N Orn '0 01 w 01M� OV M i0 Ell v N O (00 N V C O M M NN O(V O E W 1 aG O C N Di'O M�C)f4v O C O N r T 000 O V M W10H H O 16 16 cs cs 8810 Mass Haul = 2588.31 C. Y. 8810 8805 8805 8800 8800 8795 _ 8795 8790 ' — _ 8790 8785 8785 8780 8780 8775 W 0 8775 87708 'O' 8770 �J m 8765 o W ° W 8765 ao 8760 a,K 8760 8755 _ ci 8755 8750 o io 8750 8745 8745 8740 ~ 8740 8735 8735 8730 L 11 1$4A 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 1507.70 S.F. Fill Area = 0.00 S.F. Cut Volume = 2496.27 C. Y. 3172+00 Fill Volume = 0.00 C. Y. M I O 11 O 11 V N O N V rn0 tp Obi tp �O'1 OOi Orn m rnrnm morn M WWW r r � h N N N N in H O O MNrN QOM 71 Or O r M N N 1` N O 60 V 01r+1M MN O O I� L6N m v V W .- N ■E ■l] ■M HDR EnginBeri%lnt. PROJECT MANAGER R.FERTIG 40 0 40 80 CORNERSTONE WINTER PARK T T c T T 1 OLD 1N S LLC HOLDINGS GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3171+00 TO STA.3172+50 DESIGN ENGINEER J. CWILSON CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN S C A L E I N FEET FILENAME sFILEABBREVs SHEET X005 0 03/21/2014 1001 TRACK PLANS SCALEAs Noreo ISSUE GATE DESCRIPTION PROJECT NUMBER 000000000197406 c I a a .r r •r r r r rr •r :r r .r r •r r r r r r r r •r r r rr q - I - a m m rn m � V 0 - -p q 9 q mmm m rn rn 00 m m 0 N m N m 0 Q I� m �ou"'i m 0 m DESIGN ENGINEER J. W M Qh O Q �N �uSOi 0 00 0 0 N 0A. 9 Min S A M t M m m O T O S O (O Or m R 0 N vN 0 00 N V OI11 cp (O o Qtd SHEET X006 0 03/21/2014 1001 TRACK PLANS m W I?Y .- O0i MM1''1 M � N 6Ni HNh vl � h 0 W a0 a0 tD ^N 0 O O �ai0 m o 000 0 8810 8810 8805 8805 8800 8800 8795 _ 8795 8790 — — — — — _ 8790 8785 8785 8780 8780 8775 8775 m10 8770 0 ` 8770 8765 8765 8760 8760 8755 8755 8750 8750 8745 8745 8740 8740 8735 8735 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 2325.46 S.F. Fill Area = 0.00 S.F. Cut Volume = 3917.68 C. Y. 3173+00 Fill Volume = 0.00 C.Y. V T� 01 O> T 6601 A 66 .1 rr Nin NN 6N<W N V 61�6 a 06 L6 Cli 6 66 o 0o n Y q � ^ Y Q °' � v b 12t2 �2 ■ 1 D I b 8805 '"'---"--'-----'---"' 8805 8800 8800 8795 I 8795 8790 8790 8785 — — — — _ 8785 8780 _ 8780 8775 _ 8775 8770 ° ° ° 8770 8765 ° "� 8765 8760° 8760 8755 aol-- _ _ — 8755 8750 - m 8750 8745 � a Lo 8745 8740 8740 8735 ~ 8735 8730 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 1947.79 S.F. Fill Area = 0.00 S.F. Cut Volume = 3946.04 C..yY. 3174+50 Fill Volume =yy0.00 C.Y. V 00 V y yyQ N0000 000 p �[10NNN O M W 16 .616 166 N cOW �O�agro � W `N r r f b h -NN N� h O tp0 t0 Q N NOI i600N d OtOn OwDcO'iWN 0 V O r O O M O m uQi .one n Nn r'T� oDorn °7 `N4 4 ri a v<Jorvi 4 o td co 6 N N 000 N 1"l N O Q vi °i ai vi 0 8805 '""-""--' '--'-'---"' 8805 8800 8800 8795 8795 8790 _ _ 8790 8785 — — 8785 8780 8780 8775 8775 8770 �� _ M 8770 8765 n. �� 8765 8760 7 8760 8755 — 8755 8750 8750 8745 w 8745 8740 L8740 8735 8735 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 2313.94 S.F. Fill Area = 0.00 S.F. Cut Volume = 4332.86 C.Y. 3174+00 Fill Volume = 0.00 C.Y. 1. m VN V NQ N m 1. N 11 66 W 60°1010 ib maD r W rN 6 I6 t0 N6J N 6Ln 16 6 � N 6 ago 0 rn � NN 0 00 0 0 0 N 0 0 0 0 0 00 m 0 0 a0 0 06, M� V 1. 6 O6 tov O4 0 N N 0 1 ■n ■E Enj ■M HDR EnginBeri%lnt. PROJECT MANAGER R.FERTIG 40 0 40 80 CORNERSTONE WINTER PARK T T c T T 1 OLD 1N S LLC HOLDINGS GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3173+00 TO STA.3174+50 DESIGN ENGINEER J. CWILSON CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN S C A L E I N FEET FILENAME SFILEABBREVO SHEET X006 0 03/21/2014 1001 TRACK PLANS SCALE As Noreo ISSUE GATE DESCRIPTION PROJECT NUMBER 000000000197406 �1 l HUR EnginBering�lnt. sss ��I?'T c 8795 Mass Haul = 28013.20 C. Y. 8795 8790 8790 8785 I 8785 8780 _ 8780 8775 — — _ _ 8775 8770 _ — _ _ _ 0 8770 8765 t 8765 8760 9 \ 8760 8755 _ _ _ — — 8755 8750 J o 8750 8745 8745 8740 8740 8735 8735 8730 1 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 1068.38 S.F. Fill Area = 0.00 S.F. Cut Volume = 2455.01 C. Y. 3175+50 Fill Volume = 0.01 C.Y. vN rn Qo me rn o "' M n rn v o °in n o `r° m M n n n m m m t0 Nin ul mm mm m mm tomm m m wm m m to m mmr m mm m m m m m ovri `ro n w amu i �N mi Q c� rn N o ro m m o c.I N m m o0 Q m O m Q Q m Q N ION NI V On t% 1i 1. V cQ Y Y "? N r 0 0 M O Obi Obi Obi p0p N � m m m V I() h h h Nmmm m m m m V V O 8800 Mass Haul = 25558.20 C. Y. 8800 8795 8795 8790 8790 8785 8785 8780 _ _ — — _ 8780 8775 _ _ 8775 8770 _ 8770 8765 8765 8760 h m 8760 8755 ~ _ — _ — 8755 8750 _ — 8750 ia 8745 c o, 8745 8740 8740 8735 8735 8730 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 1583.03 S.F. Fill Area= 0.01 S.F. Cut Volume = 3269.27 C. Y. 3175+00 Fill Volume = 0.01 C. Y. `3imm Nmrrymm m mm .mma mmr. m$m mmmm rm8 2mamgmrnm armmrm 2mr mv aimn Omm 1 M rid ppnin cc' urn ni m— NNr�000rn � gm O'g44.6°' 6 F�t N S N 003/2"'2014 100% TRACK PLANS iUE OATE DESCRIPTIOI DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN J 1 min, �M16 m a8� c� m o � hL? q q 8790 Mass Haul = 30762.86 C. Y. 8790 8785 8785 8780 I 8780 8775 8775 8770 — _ _ _ _ 8770 8765 8765 8760 — — Q 8760 8755 8755 8750 _ _ _ 8750 8745 - 8745 sow 8740 w 8740 8735 r 8735 8730 8730 8725 8725 C -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 487.08 S.F. Fill Area = 0.00 S.F. Cut Volume= 1105.71 C. Y. 3176+50 Fill Volume = 0.00 C. Y. N N O M O r m q Q IMO Q Om1 O ILII. V N Omi I�[l Q Io m umi a n n cq Mo v ^ v a O Im[1 N M M Q O N r N i0 (m0 N m O�pM O V m I Q m N v v In IQ r CY[)I� V r N m < h NN� IYl 6 N ^ V Q m mmm O H O o In o 0 q YmINN Q N 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3175+00 TO STA.3176+50 FILENAME sFILEABBREvs SHEET SCALE AS NOTED X007 IIIIIIIIIIIV Mw Mass Haul = 29657.15 C. Y. 8790 8790 8785 8785 8780 8780 8775 — — 8775 _ _ 8770 _ _ ° 8770 8765 — _ z 8765 " 8760 9� 8760 8755 8755 — _ _ 8750 8750 8745 a N 8745 8740 8740 8735 8735 8730 8730 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area= 707.09 S.F. Fill Area = 0.00 S.F. Cut Volume = 1643.95 C. Y. 3176+00 Fill Volume = 0.00 C. Y. 11 I. oa no . rn mm mm m mm m mm rrnm � m m mm m m m`r m A,. v mm niOm o I$ N nra rnrn < o mr m olgog, n v o nn I m r orQ vm oi oi 9mm 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3175+00 TO STA.3176+50 FILENAME sFILEABBREvs SHEET SCALE AS NOTED X007 IIIIIIIIIIIV Mw �1 l HUR EnginBering, Int. e> m it;zzmoi � m o oorn rn o m PP4 � N O 8785 Mass Haul = 32240.73 C. Y. 8785 8780 8780 8776 8775 8770 _ 8770 8765 a 8765 8760 8760 8755 — — 8755 8750— _ 8750 8745 _ \ — 8745 8740a 8740 8735 w m 8735 8730 ~ 8730 8725 8725 8720 1 8720 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 348.77 S.F. Fill Area = 0.00 S.F. Cut Volume = 674.92 C. Y. 3177+50 Fill Volume = 0.02 C. Y. u o0 0 �oo m m �o a ea vm m uoiv e v w a mm m m m m m m t^o m m w ^m ^mm m mm m m m m ^m m oumi e m vrni `r° M umi ^ `r° << m e n cq IR 6 co 10 8785 Mass Haul = 31565.83 C. Y. 8785 8780 8780 8775 8775 8770 3 8770 8765 — — _ _ N o 8765 8760`8760 8755 8755 8750 — — _ _ 8750 8745 — 8745 8740 w m 8740 8735 8735 8730 8730 8725 1 1 1 1 F8725 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 380.15 S.F. Fill Area = 0.02 S.F. Cut Volume = 802.99 C. Y. 3177+00 Fill Volume = 0.02 C. Y. m m w mm m m p co gapt-pop a a pp m co cli 92 m v M mo q V m � M 003/2"'2014 100% TRACK PLANS iUE OATE DESCRIPTIOI DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN D 1 ° I r I :s 8780 Mass Haul = 33464.32 C. Y. 8780 8775 8775 8770 8770 8765 � m 8765 8760 1 — _ 8760 8755 — — — e' 8755 8750 — 8750 8745 — 8745 8740 - J \ 8740 o� 8735 8735 8730 8730 8725 8725 8720 8720 8715 L 8715 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 285.17 S.F. Fill Area = 0.00 S.F. Cut Volume = 582.35 C. Y. 3178+50 Fill Volume = 0.00 C. Y. ^�2 o o rn m umi � 1� �vvv� m m m m m^m mm mm m m m o a rn rn Nmr° rn? ro �rn m '6 Q o W Y '6" v� 000 Q N MM V h 8785 Mass Haul = 32881.97 C. Y. 8785 8780 8780 8775 8775 8770 8770 8765 8765 8760 8760 8755 — — m 8755 8750 — ~ — 8750 8745 — 8745 8740 d v 8740 8735 w — 8735 8730 8730 8725 8725 8720 8720 8715 8715 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 343.77 S.F. Fill Area = 0.00 S.F. Cut Volume = 641.24 C. Y. 3178+00 Fill Volume = 0.00 C. Y. m m m m mm m m mmm mm m m m m ^N v a m v qM a '440 oro N n umi 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3177+00 TO STA.3178+50 FILENAME sFILEABBREvs SHEET SCALE AS NOTED X008 ■n ■E ■l] EM �1 l HUR EnginBering�lnt. ' I z I m ovv e ti m mmm m m a�� a h M M N N 8775 Mass Haul = 34302.87 C. Y. 8775 8770 8770 8765 8765 m 8760 8760 x 8755 1 _ _ 8755 8750 _ — ° ' -cc 8750 8745 — _ — — 8745 8740 ' 8740 8735 w m \ 8735 8730 F \ 8730 8725 8725 8720 8720 8715 8715 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 119.64 S.F. Fill Area = 0.00 S.F. Cut Volume = 342.66 C.Y 3179+50 Fill Volume = 0.01 C.Y. c� o m rc vMi^mo �i nrno N tyi umi n VMo ae a time e m m m m m m m ao o mmm ^m mmm ^m m �m m m m V 831. 1. W. 10 R n V 0 ?' L9 ? 6 co 6 11m`° °JW e m + 1 D I 8770 Mass Haul = 34501.40 C.Y. 8770 8765 8765 8760 _ 0 8760 87550 8755 8750 I _ 8750 8745— _ _ _ _ 8745 8740 — / _ 8740 8735 o ^ 8735 8730 8730 8725 ~ 8725 8720 8720 8715 - 8715 8710 8710 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 19.10 S.F. Fill Area = 0.00 S.F. Cut Volume = 52.74 C. Y 3180+50 Fill Volume = 0.03 C. Y. � N N m O O>OONm m0 m� M N A OOi OM1 N V VVp M V m mm pp O CC m m m m m m m m m m mmmm m mmm m m m m o m a N o n a VmioN M m a m r o O m ■n ■E 003/2"'2014 100% TRACK PLANS iUE OATE DESCRIPTIOI DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3179+00 TO STA.3180+50 FILENAME sFILEABBREvs SHEET SCALE AS NOTED X009 ■w h m mmm m m m h � r 000 N ty h 000 O R S m ^mm ^ m m m Mass Haul = 33960.23 C. Y. 8775 nmj tN N N N 8775 8770 Mass Haul = 34448.68 C. Y. 8770 8770 8770 8765 8765 8765 3 8765 8760 8760 8760 8760 8 8755 _ _ Q-, 0 8 8755 8755 _ 8755 8750 8750 8750 _ _ _ _ h 8750 _ 8745 _ — — — 8745 8745 8745 _ _ 8740 8740 - 8740 \ 87402 a 8735 8735 8735 1 1 1 1o m 8735 8730 8730 \ 8730 8730 _ 8725 8725 8725 ~ 8725 8720 - 8720 8720 8720 8715 8715 8715 8715 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 250.43 S.F. Fill Area= 0.01 S.F. Cut Area = 37.86 S.F. Fill Area = 0.03 S.F. Cut Volume = 495.93 C. Y 3179+00 Fill Volume = 0.01 C.Y. Cut Volume = 145.84 C. Y. 3180+00 Fill Volume = 0.03 C. Y. m o m m m .4 U1 n< �V m rn m V a a as n< m a S m v m 19 4 Y 6 c rn NN a m a � 4 16 m 003/2"'2014 100% TRACK PLANS iUE OATE DESCRIPTIOI DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3179+00 TO STA.3180+50 FILENAME sFILEABBREvs SHEET SCALE AS NOTED X009 ■w �1 l HUR EnginBering�lnt. I Ir I s 1 4 1 o I e I r 8765 Mass Haul= 34519.08 C. Y. 8765 8760 8760 M 8755 z v a 8755 8750 `n 8750 8745 _ _ Q ^ � 8745 8740 8740 8735 c 'q 8735 a 8730 8730 8725 p- 8725 8720 8720 8715 8715 8710 8710 8705 8705 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CutArea = 0.00 S.F. Fill Area = 0.00 S.F. Cut Volume = 0.00 C.Y. 3181+50 Fill Volume = 0.00 C. Y. tO to ap Nt'?ON 9 to N m V M V < 4 � V i7 ro n (O aaae V e^VV N W ro � t0 � W arg trD t0 Wr�� tD iA tO W W ^N N m a o n N move o t6 8765 Mass Haul = 34519.08 C. Y. 8765 8760 c 8760 o 8755 yJ 8755 8750 _ e^ 8750 8745 a 8745 8740 _ _ y N 8740 8735 J 8735 8730 8730 8725 8725 8720 8720 87158715 8710 8710 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 0.00 S.F. Fill Area = 0.00 S.F. Cut Volume = 17.68 C. Y. 3181+00 Fill Volume = 0.00 C. Y. m w m m w mm m mm m v e m L6 ci 003/2/2014 100% TRACK PLANS iUE DATE DESCRIPTIOI DESIGN ENGINEER J.SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L.KRUSE OC B.JANSEN 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC 1� GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3181+00 TO STA.3181+99 FILENAME sFILEABBREvs SHEET SCALE AS NOTED X010 min, ■E �V Mw Mass Haul = 34519.08 C.Y. 8765 8765 8760 8760 8755 a 8755 awn 8750 � 0 8750 8745 — 8745 8740_ 8740 — �..1 8735 8735 8730 8730 8725 F 8725 _ 8720 8720 8715 8715 8710 8710 8705 8705 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Cut Area = 0.00 S.F. Fill Area = 0.00 S.F. Cut Volume = 0.00 C.Y. 3181+99 Fill Volume = 0.00 C.Y. m m m w w mm m m mm tom vrn V', `c7 ''-t c w to m m o u6i 40 0 40 80 SCALE IN FEET CORNERSTONE WINTER PARK HOLDINGS, LLC 1� GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CROSS SECTIONS STA.3181+00 TO STA.3181+99 FILENAME sFILEABBREvs SHEET SCALE AS NOTED X010 min, ■E �V Mw 1 2 13 4 15 6 7 8 DESCRIPTION UOM QUANTITY PHASE 1 Construct Track on Wood Ties (136# SH CWR, 9' Wood Ties, OTM) TF_ 1,215 CONTRACTOR FORCES - - - - - - - - - - - - and Grubbing AC -- - -CUT -- - - - -- -- -FILL -- --- - MASS STATION AREA VOLUME AREA VOLUME ORDINATE D PHASE 3 Grading -Excavation ---------------------------------------------------------------------------------- CY -------------------------- 38,780 Culvert 60.00 -Extend 60" CMP LF 36 PHASE 2 Asphalt Pavement -Furnish &Place (6") SY 82 Saw Cut LF _ _ 69 Remove As halt Pavement SY 82 3163+07.00 - 0 - - - - - -0 - - - - - - 0 - - - - - 0 - - - - - 0 - - - - - - - 0 SY 82 ------------------------------------------------------- Saw 6ut -------------------------- LF 69 Remove Asphalt Pavement Sy 3163+50.00 -- - - - -----0--- 0 - - - --0 0 --- - - --0- -- --- - - 0 0 --- -0 - 3164+00.00 - - - - ---0--- - - - - - - - - --0 0------ -- --- - - --- - - -0 7.24 ------ 375.41 -------- ---- 786.51 -----_ .....-------------- --------- -3193.53 ---------------- 3169+50.00 -------------------- 6.37 -------------------------- 11.39 187.83 ------------- 3164+50.00 ----- - -------------- ----------- - ------------ 0 -- ------------- 0-- -------------------------- 23.97 ------------- 196.11 -------------------------- -3726.63 3170+50.00 -------------------- 516.16 645.17 1.66 23.74 -3105.20 3165+00.00 89.01 82.42 0 0 82.42 3171 +50.00 1188.28 1910.55 0 0 92.04 3172+00.00 1507.7 3165+50.00 -------------------- 46.24 ------------------ 125.23 -------- 7.75 -------- ----- 7.17 -------------------------- 200.47 3160.50 ------------- -------------------------- 0 5748.81 3173+00.00 2325.46 3917.68 _0 0 3166+00.00 -------------------- 15.92 ------ -------------- 57.55 - ----- 24.23 ---------- --- 29.61 -------------------------- 228.42 0 -------------------------- 14010.02 3174+00.00 2313.94 4332.86 0 0 18342.89 3166+50.00 -------------------- 5.92 ------- - - ----------- 20.22 - ----- 67.08 ---------- --- 84.54 -------------------------- 164.10 3175+00.00 -------------------------- 1583.03 3269.27 ------------- 0.01 -------------------------- 0.01 25558.20 3175+50.00 -------------------- 1068.38 -------------------------- 3167+00.00 7.06 12.02 237.96 282.44 -106.32 1643.95 0 0 29657.15 -------------------- 3176+50.00 -------------------- -------------------------- 487.08 1105.71 ------------- 0 3167+50.00 -------------------- 2.50 ------- -- ------------ 8.86 ----- 401.89 ------------- 592.45 -------------------------- -689.91 -------------------------- 0.02 31565.83 3177+50.00 348.77 674.92 0 0.02 32240.73 3168+00.00 ----- - -------------- 2.80 ------- - -- ----------- 4.91 - ---- 498.19 ------------- 833.40 -------------------------- -1518.41 3178+50.00 -------------------------- 285.17 582.35 ------------- 0 -------------------------- 0 33464.32 3179+00.00 -------------------- 250.43 -------------------------- 3168+50.00 --- - - - --- ---- 1.88 - ------------ 4.33 ------ --- 474.02 ---- - - -- -- 900.19 ----------------- -2414.26 342.66 0 0.01 34302.87 3180+00.00 -------------------- 37.86 145.84 0.03 0.03 34448.68 3180+50.00 -------------------------- 19.10 52.74 ------------- 0 -------------------------- 0.03 34501.40 3181 +00.00 -------------------- 0 -------------------------- 17.68 0 ------------- C 34519.08 3181 +50.00 -------------------- 0 -------------------------- 0 0 ------------- 0 -------------------------- 34519.08 3181 +99.10 0 0 0 0 34519.08 TOTALS 38778.44 4259.36 UPRR FORCES B A PROJECT MANAGER R.FERTIG GRAND PARK DRIVE UPRR UNDERPASS DESIGN ENGINEER CORNERSTONE IN ERASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION C. WILSON CHECK ENGINEER C. w1LSON ^) 1 Ll WINTER PARK EARTHWORK SUMMARY TECHNICIAN L. KRUSE OC B. JANSEN HDR EnginBering�lnt. T T c T T 1 OLD 1N S , LLC HOLDINGS, FILENAME SFILEABBREVO SHEET 0 03/21/2014 100% TRACK PLANS SCALE AS NOTED X01 1 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000197406 DESCRIPTION UOM QUANTITY PHASE 1 Construct Track on Wood Ties (136# SH CWR, 9' Wood Ties, OTM) TF_ 1,215 - - - - - - - - - - - - and Grubbing AC �--- _Clearing _ _ _ _ _ _ _ -Hydro _ _ AC---- _ _ _ _ _3_ _ --Seeding --- - ---------- ------------ - ------------ - ------------ - ------------ - Aggregate -Ballast -Furnish &Place _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CY - ----�--- 1,500 A re ate Subballast Furnish &Place CY 1,900 PHASE 3 Grading -Excavation ---------------------------------------------------------------------------------- CY -------------------------- 38,780 Culvert 60.00 -Extend 60" CMP LF 36 PHASE 2 Asphalt Pavement -Furnish &Place (6") SY 82 Saw Cut LF _ _ 69 Remove As halt Pavement SY 82 PHASE 3 Remove and Dispose Track (136# Rail, 9' Wood Ties, CI_ass_1 Ballast, OTM) _ TF_ 1,215 _ Asphalt Pavement -Furnish &Place (6") SY 82 ------------------------------------------------------- Saw 6ut -------------------------- LF 69 Remove Asphalt Pavement Sy 82 3169+00.00 5.94 --- --------------- 7.24 ------ 375.41 -------- ---- 786.51 -----_ .....-------------- --------- -3193.53 ---------------- 3169+50.00 -------------------- 6.37 -------------------------- 11.39 187.83 ------------- 521.52 -------------------------- -3703.65 3170+00.00 -------------------- 180.63 -------------------------- 173.14 23.97 ------------- 196.11 -------------------------- -3726.63 3170+50.00 -------------------- 516.16 645.17 1.66 23.74 -3105.20 3171+00.00 -------------- -------------------------- 875.12 --- --------- 1288.22 ------ ------------- 0 -------- ---- -------------------------- 1.54 -------------------------- -1818.52 3171 +50.00 1188.28 1910.55 0 0 92.04 3172+00.00 1507.7 2496.27 0 0 2588.31 -------------------- 3172+50.00 -------------------------- 1905.64 3160.50 ------------- -------------------------- 0 5748.81 3173+00.00 2325.46 3917.68 _0 0 0 9666.49 3173+50.00 -------------------- 2365.55 -------------------------- 4343.53 0 ------------- 0 -------------------------- 14010.02 3174+00.00 2313.94 4332.86 0 0 18342.89 3174+50.00 -------------------- 1947.79 3946.04 0 0 22288.93 3175+00.00 -------------------------- 1583.03 3269.27 ------------- 0.01 -------------------------- 0.01 25558.20 3175+50.00 -------------------- 1068.38 -------------------------- 2455.01 0 ------------- 0.01 -------------------------- 28013.20 3176+00.00 707.09 1643.95 0 0 29657.15 -------------------- 3176+50.00 -------------------- -------------------------- 487.08 1105.71 ------------- 0 -------------------------- 0 30762.86 3177+00.00 -------------------------- 380.15 802.99 ------------- 0.02 -------------------------- 0.02 31565.83 3177+50.00 348.77 674.92 0 0.02 32240.73 - - --- - - - 3178+00.00 -------------------- - - - - - ----- 343.77 - - - - - 641.24 - - - - ---- 0 -------------------------- 0 32881.97 3178+50.00 -------------------------- 285.17 582.35 ------------- 0 -------------------------- 0 33464.32 3179+00.00 -------------------- 250.43 -------------------------- 495.93 0.01 ------------- 0.01 -------------------------- 33960.23 3179+50.00 119.64 342.66 0 0.01 34302.87 3180+00.00 -------------------- 37.86 145.84 0.03 0.03 34448.68 3180+50.00 -------------------------- 19.10 52.74 ------------- 0 -------------------------- 0.03 34501.40 3181 +00.00 -------------------- 0 -------------------------- 17.68 0 ------------- 0 -------------------------- 34519.08 3181 +50.00 -------------------- 0 -------------------------- 0 0 ------------- 0 -------------------------- 34519.08 3181 +99.10 0 0 0 0 34519.08 TOTALS 38778.44 4259.36 DESCRIPTION UOM QUANTITY PHASE 1 Construct Track on Wood Ties (136# SH CWR, 9' Wood Ties, OTM) TF_ 1,215 - - - - - - - - - - - - and Grubbing AC �--- _Clearing _ _ _ _ _ _ _ -Hydro _ _ AC---- _ _ _ _ _3_ _ --Seeding --- - ---------- ------------ - ------------ - ------------ - ------------ - Aggregate -Ballast -Furnish &Place _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CY - ----�--- 1,500 A re ate Subballast Furnish &Place CY 1,900 PHASE 3 Grading -Excavation ---------------------------------------------------------------------------------- CY -------------------------- 38,780 Culvert 60.00 -Extend 60" CMP LF 36 PHASE 2 Asphalt Pavement -Furnish &Place (6") SY 82 Saw Cut LF _ _ 69 Remove As halt Pavement SY 82 PHASE 3 Remove and Dispose Track (136# Rail, 9' Wood Ties, CI_ass_1 Ballast, OTM) _ TF_ 1,215 _ Asphalt Pavement -Furnish &Place (6") SY 82 ------------------------------------------------------- Saw 6ut -------------------------- LF 69 Remove Asphalt Pavement Sy 82 DESCRIPTION UOM QUANTITY PHASE 2 Shift Track TF 695 Crossing Panels- �5---- �--- --Shift - - --- - - - - ------ - - --- ----- - - - --- ----- - - - - -- - - Remove and Stockpile Track OTM (For Bridge Construction) --- TF - - - 120 .& Construct Track on Wood Ties (136# SH CWR, 9' Wood Ties, After Bridge Construction TF_ 120 _OTM) Aggregate -Ballast -Furnish &Place After Bridge Construction _ Cy _ _ 150 PHASE 3 Shift Track TF 695 ------------------------------------------------------------------------------------------------------------ Shift Crossing Panels ----- -- ------------ LS ------- 1 Flagging MD 100 G REMOVE PAVEMENT (43SY)I RELOCATE FIBER Qz INSTALL ASPHALT PAVEMENT (42 SY) \ IIIIIIIIIn PANELS TO TEMPORARY ALIGNMENT 2 6 1 9 � SAWCUT EXISTING PAVEMENT (36 LF) \GENERAL NOTES. c O- 1 0 \ ASPHALT PAVEMENT U v \ 1. CROSSING PANELS AND ASPHALT KING'S CROSSING APPROACHES WILL BE RECONSTRUCTED \ m \ CONCRETE TO ORIGINAL LOCATION DURING PHASE 3. \ NCRETE MEDIAN \� MEDIAN v 1 1 '\ 2. SEE SHEET 3 OF BRIDGE PLAN FOR \ SAWCUT EXISTING COMPLETE PHASING PLAN. 1 PAVEMENT (33/0 1� ASPHALT PAVEMENT \'\ 3. THE CONTRACTOR IS RESPONSIBLE FOR \ DEVELOPMENT OF TRAFFIC CONTROL AND \, DETOUR PLANS AND SHALL COORDINATE PAVEMENT (40 SY) PROTECT IN PLACE INSTALL ASPHALT 3 24 CMP \ THESE PLANS WITH THE CITY. \� \, 4. PROPOSED ASPHALT PAVEMENT DEPTH 12', \ 6" '/ \ SHALL MATCH EXISTING PAVEMENT DEPTH, B \ , 10 4 -� BUT SHALL NOT BE LESS THAN 4". CROSSING SIGNALS & GATES o 24" CMP PROTECT IN PLACE PHASE 2 CROSSING PLAN PHASE 2 PAVEMENT REMOVAL POINT NO. NORTHING EASTING 1 44538.4381 52571.7368 2 44547.2480 52578.6038 3 44523.5361 52600.9918 4 44529.0144 52613.0993 5 44556.4724 52583.0949 6 44562.3462 52590.8966 7 44537.9960 52618.0912 8 44545.8247 52623.3312 PHASE 3 PAVEMENT REMOVAL POINT NO. NORTHING EASTING 1 44538.4381 52571.7368 9 44546.3452 52578.2457 3 44523.5361 52600.9918 10 44528.6184 52613.0463 11 44555.2557 52582.7846 6 44562.3462 52590.8966 12 44537.5290 52617.5851 8 44545.8247 52623.3312 mo f.- HDR Engineering, Inc. Ef PROJECT MANAGER R.FERTIG 20 0 20 40 CORNERSTONE WINTER PARK T �T T T 1 1 LDI `1 , LL HOLDINGS, GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO UPRR BRIDGE 6 0.00 ON MOFFAT TUNNEL SUBDIVISION ROADWAY PLAN & PROFILE KING'S CROSSING DESIGN ENGINEER J. SCHMITZ CHECK ENGINEER C. WILSON TECHNICIAN L. KRUSE OC B.JANSEN SCALE I N FEET FILENAME svl�EASSREvs SHEET R001 -p 0 03/Zl/2014 100% TRACK PLANS SCALE AS NOTED d ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000197406 � 2 3 4 5 6 7 8 — — — LIMITS OF — — — — — TO ERASER 8 SLOPE PAVING (TYP.) — — — — — � GRAND PARK DRIVE — — — UPRR R. 0_W. � pgUTMENT tta4 TB DENVOER UNEONPSTAT810N ¢ PIER a3 STA. 3168 PHIPPSBURG O ¢ABUTMENT aq + VART—TA. 3169+66.15 r+ PIER a2 U I O (TIMETABLE EO — TIMETABLE WEST( STA. 3169+97,39 �g C 22'-10" STA. 3169+15.97 _ FUTURE TRAIL O' O FO Op MIN. CLEARANCE w FIBER OPTIC LINE TO �o FO /`/� FO— - _-�—�_-_-----Ffr= - AWAYBFROMLBRIDGDE -- — - _-- -- 1 ... 9 --FO II �, , o COVER PLATE V 1 UNIT 5 ?oma MK. SCP -I (TYP. I I UNIT 5 1 %� COVER PLATE 1 > 2 BETWEEN 1 g Q AT ABUTMENTS) I I I MK. SCP -1 (TYP. UNIT 5 I 1 SP AT PIERS) NS (TYP. I II D --- - I � ' — I I COVER PLATE I I I > d UNIT 4 MK. SCP -3 (TYP. UNIT.q COVER PLATE 1 I FIELD INSTALLED I MK. SCP -3 (TYP. UNIT 4 AT ABUTMENTS) I I I �I 1 1 DECK PLATE (TYP.)( I w II AT PIERS) 190" m o _ 90" / 86'34'35' 1 `90° 90.1 186° 34'35" cr _- ------ 1 I I I I 90°31.55"� I —_— ----I- 1 - IT _-_. -- -�----- UNITHI 3 -1---�---I--� — --�- I — z o _ TH2 I I II I BORING ING LOCATION( i 11 COVER PLATE UNIT 2 AT 2 1 AT PIERS) (TYP. i UNIT 2 COVER PLATE MK. SCP -2 (TYP. / AT ABUTMENTS) jl 1 APPROACH C I I POINT OF 1 I I I i SLAB (TYP.) COVER PLATE j't'{'I COVER PLATE MIN. VERTICAL UNIT I I I UNIT I MK. SCP -I (TYP. CLEARANCE MK. SOP -I (TYP. UN T I (LONGITUDINAL AT ABUTMENTS) 1 1es- RETAINING WALL l i I AT PIERSI 'DECK DRAIN I F 0 )(TYP., 4 TOTAL) ACCESS ROAD TURNAROUND E O IT I _�� Y� O ( TYP. EACH END) INSIDE FACE G - — _-- SEE TRACK PLANS SHEET PSTOI I INSIDE FACE OF BACKWALL UPRR R.Oal�' 8.. — - - — OF BACKWALL 8" rr BRG.-{ ¢BRG. 3 TO BRG. — — 31'-23 CASEMENT LIMITS 31'-2/4"* �"* i0. BRG. @BRG. i �� BR I � — — — 49-0"*,; TO � BRG. STA. 3169+98.02 INSIDE PLAN STA. 3168+84.1 1 INSIDE FACE OF BACKWALL SCALE: YG"=1'-0" FACE OF BACKWALL 115'-11/2"* FACE-TO-FACE OF BACKWALLS 21-6" TO MILEPOST 60,00 2" 32'-23/4" SPAN 3 2" 50'-0" SPAN 2" 32'-23/4" *SPAN 1 2" OUT -TO -OUT OF STEEL OUT -TO -OUT OF STEEL OUT -TO -OUT OF STEEL AT INSIDE FACE OF BACKWALL AT INSIDE FACE OF BACKWALL HANDRAIL AND FENCE WITH 2" MAX. OPENING (TYP.) ALONG EXISTING TRACK ALONG U EXISTING TRACK PROPOS D T/RAL = EXISTING T/RAIL PROPOSED T/RAIL = EXISTING T/RAIL ELEV. 8765.86 ELEV. 8763.90 B GRADE, 1. 73k :: :: ------------------------------------------ .1- :T ------------- F F CAST -IN-PLACE E F 50'-0""STEEL 32'-23/q"*STEEL CONCRETE FASCIABEAM SPAN BEAM SPAN _ WALL EXISTING GROUND (W40x294) (W36x 150) �3223/4"*STLLL----1-- ........... _ 2 � BEAM SPAN \ (W36x150) CAST INT PLACE CAST -IN-PLACE CONCRETE UTILITY LEGEND: - CONCRETE CAP CONCRETE COLUMN SLOPE PAVING G = GAS (PROPOSED) NOTE: - ( TYP. ) (TYP.) (TYP.) STATIONING MEASURED ALONG T. MAINLINE TRACK. 40'-0" EASEMENT SS = STORM SEWER (PROPOSED) 1 1, 3" TIMBER / CAST -IN-PLACE RW = RAW WATER (PROPOSED) MIN. VARIES CONCRETE DRILLED LAGGING - T SHAFT (TYP.I� 17'-I" MAX.. S =SANITARY SEWER (PROPOSED) GUARDRAIL ' f TYP. 1 WM = POTABLE WATER (PROPOSED) z VARIES ~ E = ELECTRIC (PROPOSED) III FUTURE TRAIL T BY OTHERS) I TV = COMMUNICATION (PROPOSED) ( HP14x89 T CAST IN PLACE FO FIBER OPTIC (EXISTING) A 4 CONCRETE DRILLED \\ �� SHAFT (TYP.) ■GAS ■STORM SEWER) - COMMUNICATION ■ �< NOTES: NOTE: F = FIXED BEARING @ ABUTMENT a 4 PIER a 3 a PIER a 2 ABUTMENT tt I E= EXPANSION BEARING ■ PROPOSED UTILITIES ■RAW WATER "'� ELECTRIC ■ INSTALLED BY -MEASURED ALONG CHORDED rr BRIDGE OTHERS. ■ SANITARY SEWER POTABLE WATER ■ OX =SLOPE PAVING ELEVATION POINT, ELEVATION SEE SHEET 5027. SCALE: 1'-0" ♦ BASED ON PRELIMINARY ROADWAY INFORMATION PROJECT MANAGER R. FERTIG GRAND PARK DRIVE UPRR UNDERPASS CN ENGINEER R. FERTIG CORNERSTONE IN ERASER, COLORADO CHECK UPRR BRIDGE 6 cHEGK ENGINEER R. GATEMAN 0.00 ON MOFFAT TUNNEL SUBDIVISION TECHNICIAN K. CAPE QC R. KOTAN WINTER PARK GENERAL ARRANGEMENT HDR E .-imflI HOLDINGS, LLCSHEET F I sool ISSUE DATE DESCRTPTIDN PROJECT NUMBER 00000000OU"406 S(A.I- AS NOTED 1R GENERAL NOTES 1. All work requirements shown on these drawings and not otherwise detailed 5ho11 be accomplished as specified in the Project Specifications and the American Railway Engineering and Maintenance -of -Way Association (AREMA) Manual for Railway Eng laboring and Project Special Provisions. In the event of conflicts between speci flcatlons, the more restrictive shall apply. 2. All Information shown on these drawings regarding location of the existing track and existing ground elevations is based a site location survey performed by Michael S. Kervin, PLS dated July 2013. 3. Contractor shall perform excavation as Yaqui red for construction of the new structure and replace areas removed and disturbed In the course of constructlon to a condition equal to or better than existing. 4. At least one track Is to remain In service at all times (see Proposed Construction Sequence, Sheet 5003). 5. Elevations, Stationing and Right -of -Way are based on Track Plan and Top of Rall Profile (see Track Plans, this pockage). Stationing In track plans is based on the 48"60" CMP at Station 3168+24. C. Contact the Union Pacific "Call Before You DI g" number 90 days Inot less than 60 days) prior to proposed construction start date. Prior to construction, cont lrm that 011 necessary relocations have been completed. The CBYD number Is: 1-800-336-9193. 7. Subsurface exploration was performed by Ground Engineering, Inc. A copy of the Subsurface Exploration Report dated 02-2014 Is available from Cornerstone Winter Park Holdings, LLC. 8. Refer to the UPRR/BNSF Grade Separation Guidelines for additional requirements. DIVISION OF RESPONSIBILITY A. RAILROAD 1. Remove ties, rail and OTM from existing track as required. 2. Provide ballast, ties, roll, and OTM for Shoo -Fly track to be Installed by Controctor.Provide and Install ballast, ties, roll and OTM for mainllne track. Provide ballast for future track on the bridge. 3. Shift track and crossing panels as described In the Proposed Construction Sequence on Sheet 5003. 4. Relocate Overhead Pole Line. B. CONTRACTOR 1. Coordinate all construction activities with the Railroad. 2. Before ordering any material, the Contractor shall make a detailed field Inspection of the site verifying all pertinent dimensions and elevations. Any variations In dimensions or elevations from those shown on the drawings shall be reported imnedletely to the Owner's Representatl vs. 3. Any modi{ications to this design shall be approved by the Railroad and the Engineer of Record prior to construction. 4. Verify the location, relocation, abandonment, and/or temporary support of all utilities affected by the construction of the structure and embankment and coordinate these activities with the appropriate utility companies, agencies and/or authorities. 5. Apply for and obtain all construction permits necessary to perform the work. G. Summary of Ouantities are provided for information only. Contractor shall be responsible for providing all material, not provided by the Railroad, required to complete the work. 7. Perform all work not performed by the Railroad. 8. Provide the Owner's Representative with a detailed construction plan defining the activity, schedule and procedure for each aspect of the work. Construction shall not begin until the construction plan has been approved. 9. Provide all temporary structures (shoring, bracing and/or {alsework) required to support and protect the existing embankments and structures affected by the work. Provide the Owner's Representative with details, design and procedure for all temporary structures. All temporary structures shall be designed, signed and sealed by a Professional Engineer registered in the State of Colorado. Contractor shall satisfy all requirements given in the UPRR/BNSF Guidelines for Temporary Sharing. All temporary structures shall be approved by the Railroad prior to beginning construction. 10. Provide temporary guardrail system as directed by Owner's Representative or the Railroad. Guardrails on shoring shall Include but not be limited to the following: The top edge height of the top rail shall be 42" +/- 3" above the walking/working surface. Atleast one midrail shall be provided, evenly spaced between walking/working surface and top rail. Metal or timber posts or uprights shall be spaced at maximum Intervals of 10-0". Entire guardrail system, including anchorages, shall be capable of withstanding without failure, a force of 200 Ips. applied in any outward or downward direction at any paint. Guardrail system shall be surfaced to prevent injuries from punctures and lacerations and prevent snagging of clothing. The ends of top rolls and midrails shall not extend past the posts or uprights. If conditions warrant, i.e."", traffic/ weather, additional pr?t e eflon shall be provided such as screens or mesh to prevent sliping between the midrail and walking/working surface. 11. Direct channel flow as required to perform work. 12. Accomplish all of the tasks described in the proposed construction sequence shown on Sheet No. 5003. An alternate construction sequence may be submitted to the Owner's Representative for approval. The alternate construction sequence, if proposed, shall be approved by the Railroad prior to beginning construction. 13. Accomplish activities within the schedule specified in the approved construction plan. DATE I DESCRIPTION S CONSTRUCTION NOTES GRADING I. Provide and place all f I I I and subbal last material per the Project Specifications and these Drawings. Perform Creding as required to drain and match existing embankments and proposed roadway. PROFILE I. No grade raise. Proposed mainllne top of roil profile to match existing top of rail prof( le. Verify existing top of rail elevations and bring any discrepancies to the attention of the Owner's Representative prior to construction. FIELD WELDING OF STRUCTURAL STEEL L. Welding shall be accompllshed with the SMAW or FCAW Process. 2. Welding shall be In compliance with the requirements specified in AWS 01.5, except 6" fillet welds may be made with a single pass. 3. Welding electrodes shall be E7018 for SMAW or E70T-5 for FCAW. 4. Welders shall possess valid qualifications. DESIGN NOTES I. The proposed superstructure has been designed In accordance with the current AREMA Manual for Railway Engineering, Chapter 15: Steel Structures. The proposed substructure has been designed in accordance with the AREMA Monuol for Railway Engineering, Chapter 8: Concrete Structures and Foundations and Chapter 9: Seismic Design for Railway Structures. 2. This structure was designed for Cooper E80 Live Load or alternate loading, where applicable, plus Impact with a 30" maximum total depth of ballast. 3. Drilled Shaft Design Load (Service): Abutment Bents: 350 Ton Pier Bents: 538 Ton 4. This drawing was prepared using 13" min.) of ballast under timber ties. STRUCTURAL STEEL NOTES I. Materials, fabrication and erection shall be In accordance with Chapter 15: Steel Structures of the AREMA Manual for Railway Engineering and the Project Speclf (cations. 2. Fabrication of structure) steel shall be performed by a Fabricator certified under AISC Duality Certification Program for Major Steel Bridges ( CBR). 3. Material shall conform to the following reculremi Beams ASTM A709 Gr. 50W T2 Deck Plates ASTM A709 Gr. 36 T2 Handrail ASTM A847 Cover Piates ASTM A36 Steel Pling ASTM A709 Gr. 50 Shear Studs ASTM A108, Gr. 1015, 1017 or 1020 All Other Structural Steel ASTM A588 Anchor Rods ASTM F1554 Gr. 36 Bearing Pads Cast Polyurethane (90 Durometer) Protective Pads Elastomeric Bearing Roll (60 Durometer) 4. Design stresses for the followingmaterials are In accordance with the AREMA Manual for Rallway Engineer img. ASTM A36 Fy = 36,000 psi ASTM A588 Fy = 50,000 psI ASTM A709, Gr. 50W Fy = 50,000 psi ASTM A709, Gr. 36 Fy = 36,000 psI ASTM A847 Fy =50,000 psI ASTM A108 Fy = 60,000 psI MISCELLANEOUS STEEL NOTES I. Materials, fabrication and workmanship shall be in accordance with Chapter 15: Steel Structures of the current AREMA Manual for Railway Engineering and the Project Specifications. 2. Miscellaneous steel shall conform to ASTM A36 specifications unless noted otherwlse. Miscellaneous steel shall be plain unless noted otherwise 3. Where galvanizing is Indicated, miscellaneous steelshall be pickled In accordance with SSPC-SP8 and hot -dipped galvanized in accordance with ASTM A123 specifications. Coating weight shall be 2.3 oz. per sq. ft. 4. Bolts and nuts to be zinc plated in accordance with ASTM A153 specificatlons unless noted otherwlse. 5. Welding shall be by the arc process per AREMA Manual for Rallway Engineering and AWS D1.1 Structural Welding Code. Welding shall be performed by qualified welders. CAST -IN-PLACE CONCRETE NOTES CONCRETE I. All concrete materials, placement and workmanship shall be In accordance with Chapter 8: Concrete Structures and Foundations of the AREMA Manual for Railway Engineering and the Project Specifications. 2. Mlnlmum compressive strength at 28 days shall be 4000 psi. 3. Exposed concrete shall be Integrally colored using RHEOCOLOR L liquid coloring or approved alternate meeting ASTM C 979. Contractor shall coordinate with the Owner to determine final color. Contractor shall cast and cure a mock up for acceptance by the Owner prior to construction. 4. Expansion joint material shall meet the requirements of AASHTO M213. REINFORCING STEEL I. Reinforcing steel shall be deformed, new billet bars per ASTM A615 speclflcati ons and meet Grade 60 requirements. ROJECT MANAGER R.FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE OF R.KOTAN PROJECT NUMBER 1000000000197406 WATERPROOFING NOTES I. Spray -applied elastomer waterproofing membrane and integrated ballast protection mat shall be field applied to the proposed bridge as specified on Sheet 5025 and 5026. 2. Spray -applied elostomer waterproofing membrane and integrated ballast protection in shall be furnished by Bridge Preservation L.L.C., or approved equal. Prepare surfaces and apply in accordance with the manufacturers recommendations. Contact: Bridge Preservation L.L.C. Customer and Sales Support Jonathan Haydn 9, 3-912-3305 3. Contractor to submit material specifications and Installation procedures per project specifications to the Owner's Representative and the UPRR Local Representative at least two weeks prior to beginning waterproofing Installation. 4. After Installatlon of waterproofing Is complete, obtain acceptance from the Railroad. I SUMMARY OF QUANTITIES (FOR INFORMATION ONLY) SHEET NO. DESCRIPTION DESCRIPTION UNIT OTY Reinforced Concrete CY 282 Structural Steel LB 507930 Drilled Shaft LF 215 1'/2 Inch Diameter Steel Pipe LF 992 Cross Hole Sonic Log Testing EA 12 Relnforcing Steel LB 51708 Waterproofing SY 703 Deck Drain OF 476 Galvanized Corrugated Steel Pipe (Non-perforated)(6 Inch) LF 188 Galvanized Corrugated Steel Pipe (Perforated)(6 Inch) LF 84 Granular Backfill CY 235 Structure Excavation CY 277 Unclassified Excavation CY 10813 I' x 12' x 15' Nom. Polyurethane Bearing Pad EA 6 I' x 12' x 23' Nom. Polyeurethane Bearing Pad EA 6 Temporary Shoring LS I Concrete Slope Paving (Reinforced) CY 53 Retaining Wall SF 682 Steel Piling HP 14 x 89 (Retaining Wall) LF 364 Fiber Optic Utility Relocation LS I BRIDGE DRAWING SCHEDULE SHEET NO. DESCRIPTION 5001 General Arrangement 5002 General Notes and Bill of Materials 5003 Construction Phasing and Temp. Shoring (Sheet of 2) 5004 Construction Phasing and Temp. Shoring (Sheet 2 of 2) PMTypical Sections 5006 Engineering Geology 5007 Foundation Layout SOOS Drilled Shaft Notes 5009 Abutment No. l and No.4 5010 Abutment Details 5011 Pier No.2 and No.3 5012 Superstructure Framing Plan (Sheet lot 2) 5013 Superstructure Framing Plan (Sheet 2 of 2) 5014 Superstructure Plan and Elevation - Span land 3 5015 Superstructure Plan and Elevation - Span 2 5016 Superstructure Assembly Details (Sheet lot 3) S07 Superstructure Assembly Details (Sheet 2 of 3) 5018 Superstructure Assembly Details (Sheet 3 of 3l 5019 Handrailand Fence Details (Sheet lot 2) 5020 Handrailand Fence Details (Sheet 2 of 2) 5021 Superstructure Piece Mark Details (Sheet Iof 4) 5022 Superstructure Piece Mark Details (Sheet 2 of 4) 5023 Superstructure Piece Mark Uetoils (Sheet 3 of 41 5024 Superstructure Piece Mork Details (Sheet 4 of 41 5025 Drainage and Waterproofing Details (Sheet lot 2) 5026 Drainage and Waterproofing Details (Sheet 2 of 2) 5027 Slope Paving and Retaining WaIlDetails (Sheet lot 3) 5020 Slope Paving and Retaining WaIlDetails (Sheet 2 of 3) 5029Slope Paving and Retaining Weill(Sheet 3 of 3) 06 Excavation and Backfill CORNERSTONE WINTER PARK HOLDINGS, LLCSHEET LETTER SERIES SHEET NO. CUT ON J SHEET NO. SHOWN ON SECTION DESIGNATION GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION GENERAL NOTES AND BILL OF MATERIAL FILENAME ...\GDP_SO02.d9, (002 SCALE AS NOTED J 2 ?z PROJECT MANAGER R. FERTIG w� OPERATE ON EXISTING MAINLINE DESIGN ENGINEER ONLY HP SOLDIER PILES (TYP.) 3 4 5 @ PROPOSED GRAND PARK DRIVE z I -za �g TIMBER LAGGING (TYP.) CONSTRUCT SHOO -FLY --"_.- _ "—.—. ._. -------- Ll PHASE I EXCAVATE EXISTING EMBANKMENT SCALE: Y;2 "-1'-0" FOR BRIDGE CONSTRUCTION 6 CONSTRUCT EAST H PROPOSED GRAND PARK DRIVE / r Q PORTION OF BRIDGE @ � ggUTMENT ul � � ABUiMENT�q � PIER >•3. A � PIER #2 I / w z / 5003 5004 �� z a� f l H Hi H OPERATE ON SHOO -FLY TRACK ONLY H ABUTMENT'lq A 5003 5004 ADDITIONAL TEMPORARY SHORING AS REQUIRED (TYP.) PHASE 2 SCALE: X32 "= 1'-0" PROPOSED GRAND PARK DRIVE n1 PIER #2 � ABUTMENT OPERATE ON NEW MAINLINE TRACK - ONLY LEAVE TEMPORARY SHORING IN-PLACE AS NECESSARY TO RETAIN MAINLINE TRACK EMBANKMENT z/z/�� 00 -FLY EMBANKMENT CONSTRUCT REMAINING AS REQUIRED FOR CONSTRUCTION PORTIONS OF NEW BRIDGE H P HAS E 3 OF BRIDGE SCALE: X32 "= 1'-0" PROJECT MANAGER R. FERTIG DESIGN ENGINEER R.FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K.CAPE GC R.KOTAN UE DATE DESCRIPTION PROJECT NUMBER 1000000000197406 / / / / / CORNERSTONE WINTER PARK HOLDINGS, LLC 7 1 B PROPOSED CONSTRUCTION SEQUENCE ALL WORK TO BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE NOTED IN PARENTHESIS. PHASE I I. RELOCATE FIBER OPTIC LINE AWAY FROM BRIDGE. 2. EXTEND DRAINAGE STRUCTURES .BEYOND PROPOSED SHOO -FLY EMBANKMENT AND PROVIDE ADDITIONAL DRAINAGE BETWEEN SHOO -FLY AND EXISTING TRACK AS REQUIRED. 3. INSTALL TEMPORARY SHORING BETWEEN MAINLINE AND SHOO -FLY ALIGNMENTS. PILE DRIVING AND SHORING CONSTRUCTION SHALL BE COMPLETED BETWEEN PASSAGE OF TRAINS. 4. CONSTRUCT SHOO -FLY EMBANKMENT. 5.. CONSTRUCT SHOO -FLY TRACK (BALLAST., TIES, RAIL AND OTM). PHASE 2 I. SHIFT TRACK WITHIN 13' CLEAR POINT (BY RAILROAD). 2, SHIFT KING'S CROSSING PANELS (BY RAILROAD). SEE TRACK PLANS. 3. SHIFT RAIL TRAFFICONTO SHOO -FLY (BY RAILROAD). 12 HOUR APPROXIMATE TRACK CLOSURE WINDOW REOUIR ED. 4. REMOVE BALLASTS TIES, RAIL AND OTM ON EXISTING MAINLINE AS REQUIRED FOR CONSTRUCTION OF THE NEW BRIDGE (BY RAILROAD). 5. EXCAVATE AS REQUIRED FOR NEW BRIDGE CONSTRUCTION. 6. CONSTRUCT EAST PORTION OF NEW BRIDGE, INCLUDING FOUNDATIONS, PILES FOR TRAIL RETAINING WALL, SUBSTRUCTURE, DECK, AND WATERPROOFING. 7. INSTALL ADDITIONAL TEMPORARY SHORING AS REOUIRED BETWEEN END OF ABUTMENTS AND MAIN TEMPORARY SHORNG. 9. INSTALL TRACK (BALLAST, TIES, RAIL AND OTM) ACROSS NEW BRIDGE (BY RAILROAD). PHASE 3 I. SHIFT TRACK WITHIN 13' CLEAR POINT (BY RAILROAD). 2. SHIFT KING'S CROSSING PANELS (BY RAILROAD). SEE TRACK PLANS. 3. SHIFT RAIL TRAFFIC BACK ONTO MAINLINE (BY RAILROAD). 12 HOUR APPROXIMATE TRACK CLOSURE WINDOW REQUIRED.. 4. REMOVE SHOO -FLY TRACK (BALLAST, TIES, RAIL AND OTM). 5. REMOVE SHOO -FLY EMBANKMENT AND TEMPORARY SHORING, AS REQUIRED FOR CONSTRUCTION OF THE BRIDGE, BETWEEN PASSAGE OF TRAINS. 6. CONSTRUCT REMAINING PORTIONS OF NEW BRIDGE INCLUDING FOUNDATIONS, REMAINING PILES FOR TRAIL RETAINING WALL, SUBSTRUCTURE, DECK, AND WATERPROOFING. 7. INSTALL BALLAST ON REMAINING PORTION OF BRIDGE (BY RAILROAD). PHASE 4 I. REMOVE REMAINING TEMPORARY SHORING. 2. CONSTRUCT ACCESS ROAD TURNAROUNDS AT ENDS OF BRIDGE. 3. EXCAVATE UNDER BRIDGE TO GRAND PARK DRIVE AND FUTURE TRAIL PROFILE GRADE WITHIN LIMITS OF UPRR RIGHT OF WAY. 4. CONSTRUCT RETAINING WALL AND SLOPE PAVING. 5. CONSTRUCT NEW ROAD AND INSTALL UTILITIES UNDER NEW BRIDGE (BY OTHERS). NOTES: I. THE CONTRACTOR IS RESPONSIBLE FOR FINAL DESIGN OF TEMPORARY SHORING. SEE GENERAL NOTES SHEET 5002. 2. THE CONTRACTOR SHALL SUBMIT A RAIL MONITORING PLAN TO THE RAILROAD FOR APPROVAL PRIOR TO SHIFTING TRAFFIC ONTO THE SHOO -FLY TRACK. THIS PLAN SHALL INCLUDE A CONTINGENCY IN THE CASE OF GROUND LOSS AND/OR RAIL I DEVIATION GREATER THAN /4" VERTICAL OR HORIZONTAL. SEE UPRR/BNSF GUIDELINES FOR TEMP. SHORING. 3. PILES FOR TEMPORARY SHORING SHALL BE REMOVED COMPLETELY OR CUT-OFF IN PLACE A MINIMUM OF 2'-0' BELOW FINISHED GRADE. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CONSTRUCTION PHASING AND TEMP. SHORING SHEET 1 OF 2 FILENAME ...1SOP S.-1-„ SHEET SCALE AS NOTED S003 C SHOOFLY TRACK VARIES STEEL H - PILE TIMBER LAGGING TEMPORARY BALLAST RETAINER RETAINER SUPPORT ANGLE 2'-8" 2 MIN. o L.00 ¢ MAINLINE TRACK LIMIIS OF UPHH H.U.W. CLEARANCE = 12-3%8" MIN. CLEARANCE = 10'-8%4" MAX. CLEARANCE = 12'-9�4" MAX, CLEARANCE = 10'-23/4" MIN. III W W36x135 CURB SPRAY APPLIED ELASTOMER WATERPROOFING MEMBRANE 5/8" DECK PLATE WITH INTEGRATED BALLAST MAT. 0m0° a 0 0° v 00 o k-1 ° o� o i HANDRAIL AND FENCE WITH 2" MAX. OPENING LONGITUDINAL DECK DRAN ( TYP. ) i N Y K W Z J E� ❑n.{ ny, Z \ / CONSTRUCT ACCESS ROAD \ TURNAROUNDS (TP .1 \ SEE TRACK PLANS TEMPORARY BALLAST RETAINER MK.BR-10, MK. BR- 1 1, MK. DR -12 OR MK. BR- 13 INSTALL TEMPORARY BALLAST RETAINER AND TIGHTEN NUT --,,,MK. RSA -10, MK. RSA -20, OR K. RSA -21 NOTE: W36 OR W40 LOOSEN NUTS BEFORE BALLASTING FUTURE BEAM TRACK. REMOVE TEMPORARYBALLAST RETAINER AFTER BALLASTING FUTURE TRACK (PHASE 3). INSTALLATION OF BALLAST RETAINER D E T A I L NO CONSTRUCTION ACTIVITIES 1— 1 i 1v"'- i -_n" OR OTHER OBSTRUCTIONS SHALL ID I NOTES: K W tl I,i L,' III W I. POSSIBLE TEMPORARY SHORING OPTION SHOWN. W36 OR W40 ( TYP. ) B CONTRACTOR RESPONSIBLE FOR FINAL SHORING METHOD 8 SPACES @ 2'-6%" (SPAN 2) 117111111 AND DESIGN. B SPACES 2-6%8" (SPAN I, 3) - 2. TIEBACKS MAY BE REQUIRED DEPENDING ON THE HEIGHT OF SOIL RETAINED BY THE SHORING. LIMITOF EXCAVATION FOR PHASE 2 3. DUE TO THE PRESENCE OF VERY HARD BEDROCK, SHALL BE DETERMINED BY THE CONTRACTOR DRILLING HOLES FOR PILES MAY BE DIFFICULT AND AND COORDINATED WITH TEMPORARY REQUIRE THE USE OF SPECIAL EQUIPMENT. SHORING DESIGN EXTENDED REBAR TO BE MECHANICALLY SPLICEDII I I \ IN PHASE 3 5'-61/2"; 18'-1°g" r 2'-9" \ — / 1 BACKFILL AROUND PILE ABOVE BEDROCK WITH SAND OR CONTROLLED LOW STRENGTH MATERIAL (CLSM) � .�a �� G,= > \ 1 26,_5„ TRACK APPROXI -------------------------------------------------------------------------------------._.._..-------------------------------- III._..L_.._.._..-------------------�--------- ---------------------------------------------------------------------------------1�1 ------------------ BEDROCKELEVATION\ ------- -.._..------------- TOP OF RAIL r1 II A PRE -BORE HOLE IN BEDROCK FOR INSTALL CONCRETE AROUND PILE H -PILE ]N BEDROCK III ¢ COLUMN COLUMN 12-0" _ II —il SECTIONA MINIMUM CONSTRUCTION CLEARANCE ENVELOPE SCALE, 3k" = 1'-0 S0035004 (NORMAL TO RAILROAD) (AT INTERIOR DIAPHRAGMS) PROJECT MANAGER R.FERTIG GRAND PARK DRIVE UPRR UNDERPASS ENGINEER DESICHECK R. IN ERASER, COLORADO cHEeK ENGINEER BATEM R. GATEMAN CORNERSTONE UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION CONSTRUCTION PHASING TECHNICIAN K. CAPE WINTER PARK AND TEMP. SHORING OC R. KOTAN HOLDINGS LLC SHEET 2 OF 2 HDR Enen Be„nen FILENAME �GOP_sooa.d9 SHEET ' S004 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000197406 SCALE AS NOTED i CLEARANCE ENVELOPE SPRAY -APPLIED ELASTOMER WATERPROOFING MEMBRANE W/ INTEGRATED BALLAST MAT LONGITUDINAL DECK DRAIN ( TYP. ) SOLE PLATE (TYP.)) BEARING PAD ( TYP. ) CLEARANCE ENVELOPE SPRAY -APPLIED ELASTOMER WATERPROOFING MEMBRANE W/ INTEGRATED BALLAST MAT LONGITUDINAL DECK DRAN ( TYP. ) SOLE PLATE (TYP., BEARING PAD ( TYP. ) rg FUTURE TRACK E BRIDGE 4 MAINLINE TRACK �I III CLEARANCE I 40' - 103/4" II \ CLEARANCE = 10'-81/g" MAX. 20'-0" CLEARANCE = 10'-5%4" MAX. CLEARANCE = 10'-51/"" MIN. CLEARANCE = 10-3/8" MIN.. HANDRAIL 9-2/8" MIN. 9'-75/3" MAX. (YTYP.) f' \ 9'-75A^ MAX. ( TYP. ) _ 9'-218" MIN. / W36x135 RETAINER (TYP.1 CURB - _ BALLAST CURB135/ _ SUPPORT - _ ANGLE — / B/RAILDECK PLATE ---- ------------- - -- o 0 0 0 00 00 000° 0 0 00 000° 0 00 cb0° p O O ;Oo' O O000 Oo O - oa oo 0 0 0 oo END DIAPHRAGMINTERIOR DIAPHRAGM W36 x ISO TYP.) CAST -IN-PLACE - ANCHOR BOLT (TYP.) 14 SPACES @. 2'-618" CAST -IN-PLACE CONCRETE PIER CAP CAST -IN-PLACE CONSTRUCTION CONCRETE DRILLED SHAFT JOINT 4'-6" DIA. (TYP.) TYPICAL SECTION AT ABUTMENT (ABUTMENT -4 SHOWN ABUTMENT »1 SIMILAR) SCALE:" = 1'-0" FUTURE TRACK c BRIDGE b JVELOPE AND FENCE AX. OPENING ID � U j 4Q� MAINLINE TRACK CLEARANCE 40' - 103/4" Ir II CLEARANCE = 10'-73/3" MAX. 20'-0" CLEARANCE = 10'-8%4" MAX.. CLEARANCE = 10'-22" MIN. CLEARANCE = 10'-23/4" MIN. HANDRAIL 9'-2/8" MIN. 7._0., � 3'-O" 9'-75k" MAX. � WTYP. 21, 9-2/8" \`W36x135 9� 75A" MAX. (TYP.) o (TYP.1 9'-2/8" MIN. / \CURB W36x 135 REPAIRER �P _ BALLAST CURB , ANGLE — — — — B/RAIL _ _ �� L �� — — — — — /�° D 0 010 - - ----- -- --,.---------- =--- ---------- / 5 DECK LATE �K o--------- P OOOo'OOOo Oo �oo °°� 'o� �0000 oo oo ooi oo °a I� ISI II. II i i� A 9 E SIF _ ., END DIAPHRAGM INTERIOR DIAPHRAGM W40 x 294 CAST -IN-PLACE (TYP.) (SPAN 2) ANCHOR BOLT (TYP.) 14 SPACE5'@ 2'-6 �16 " CAST- I N -PLACE CONCRETE PIER CAP CAST- IN-PLACE CONSTRUCTION CONCRETE COLUMN JOINT 4'-0" DIA. (TYP.) HON En9ineerin9. Inc. — — — ISSUE DATE DESCRIPTION TYPICAL SECTION AT PIER SCALE: 3�" = 1'-0" ROJECT MANAGER R.FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 ENVELOPE AND FENCE MAX. OPENING CORNERSTONE WINTER PARK HOLDINGS, LLC TRACK OFFSET PLAN NOTES: B ■ MEASURED PARALLEL TO SPAN I. SEE SHEET S007 FOR ADDITIONAL LAYOUT INFORMATION. NOTE: *CAP 15 STEPPED AT PIER u2 AND PIER u3. SEE SHEET 5011 FOR DETAILS GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TYPICAL SECTION FI. FLA[P- SHEET SCALE AS NOTED 1 S005 I A TYPICAL SECTION AT ABUTMENT (ABUTMENT -4 SHOWN ABUTMENT »1 SIMILAR) SCALE:" = 1'-0" FUTURE TRACK c BRIDGE b JVELOPE AND FENCE AX. OPENING ID � U j 4Q� MAINLINE TRACK CLEARANCE 40' - 103/4" Ir II CLEARANCE = 10'-73/3" MAX. 20'-0" CLEARANCE = 10'-8%4" MAX.. CLEARANCE = 10'-22" MIN. CLEARANCE = 10'-23/4" MIN. HANDRAIL 9'-2/8" MIN. 7._0., � 3'-O" 9'-75k" MAX. � WTYP. 21, 9-2/8" \`W36x135 9� 75A" MAX. (TYP.) o (TYP.1 9'-2/8" MIN. / \CURB W36x 135 REPAIRER �P _ BALLAST CURB , ANGLE — — — — B/RAIL _ _ �� L �� — — — — — /�° D 0 010 - - ----- -- --,.---------- =--- ---------- / 5 DECK LATE �K o--------- P OOOo'OOOo Oo �oo °°� 'o� �0000 oo oo ooi oo °a I� ISI II. II i i� A 9 E SIF _ ., END DIAPHRAGM INTERIOR DIAPHRAGM W40 x 294 CAST -IN-PLACE (TYP.) (SPAN 2) ANCHOR BOLT (TYP.) 14 SPACE5'@ 2'-6 �16 " CAST- I N -PLACE CONCRETE PIER CAP CAST- IN-PLACE CONSTRUCTION CONCRETE COLUMN JOINT 4'-0" DIA. (TYP.) HON En9ineerin9. Inc. — — — ISSUE DATE DESCRIPTION TYPICAL SECTION AT PIER SCALE: 3�" = 1'-0" ROJECT MANAGER R.FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 ENVELOPE AND FENCE MAX. OPENING CORNERSTONE WINTER PARK HOLDINGS, LLC TRACK OFFSET PLAN NOTES: B ■ MEASURED PARALLEL TO SPAN I. SEE SHEET S007 FOR ADDITIONAL LAYOUT INFORMATION. NOTE: *CAP 15 STEPPED AT PIER u2 AND PIER u3. SEE SHEET 5011 FOR DETAILS GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TYPICAL SECTION FI. FLA[P- SHEET SCALE AS NOTED 1 S005 I A HON En9ineerin9. Inc. — — — ISSUE DATE DESCRIPTION TYPICAL SECTION AT PIER SCALE: 3�" = 1'-0" ROJECT MANAGER R.FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 ENVELOPE AND FENCE MAX. OPENING CORNERSTONE WINTER PARK HOLDINGS, LLC TRACK OFFSET PLAN NOTES: B ■ MEASURED PARALLEL TO SPAN I. SEE SHEET S007 FOR ADDITIONAL LAYOUT INFORMATION. NOTE: *CAP 15 STEPPED AT PIER u2 AND PIER u3. SEE SHEET 5011 FOR DETAILS GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TYPICAL SECTION FI. FLA[P- SHEET SCALE AS NOTED 1 S005 I A z 1R H°R Engineering, Inc. UE DATE DESCRIPTION ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE OC R.KOTAN PROJECT NUMBER l000000000197406 4 Test Hole Test Hole 6 7 Elev. 8736. 7' Elev. 8733. 5' 8780 8770 8760 8750 N N `i - I 0 8740 } 0 W ✓ h- 3/12 —_ 8 7 3 0 ton 2 �,- 16/12 ZZ X'i 50/7 50/10 200/0 8720— 150/1 8710 8700 HIRGUND E"ZONEI R01"r. rums- nl LOGS OF TEST HOLES JOB NO.e 11-2001 FIGURE: 3 CADFILE NAME: 2001LOG02.DWG TH3 TEST HOLE LOCATIONS NO SCALE LEGEND: Topsoil Fill'. Other than railroad ballast consisted of clayey sands with gravel. The sands were fl ne to medium to fine to coarse. They were non -plastic to low plastic, loose to compact, moist to wet, and brown to dark brown to black in color. Iron oxide staining was noted locally. Clay: Sandy, moist to wet, medium plastic, soft to very stiff, and gray to brown In color. The sand tractlons were fine to medium. Sand: Fine to coarse, clayey, moist to wet, low plastic, loose to medium dense, commonly iron oxide stained, and gray to brown In color. Gravel: Fine to coarse with cobbles, silty, medium dense to dense, wet, and grey to brown 1n color. Iran oxide staining wasnoted locally. Weathered Gneiss Bedrock: Wet, low plastic, moderately hard to very hard, and grey in .; I_"r. ® Gneiss Bedrock: Finely to coarsely crystalline with pegmatite Intrusions locally, wet, low plastic, very hard, and gray to pink in color. Drive sample, 2 -inch I.D. California liner sample 23/12 Drive sample blow count, indicates 23 blows of a 140 -pound hammer fal l Ing 30 inches were required to drive the sampler 12 Inches, 0 Depth to water level and number of days after drilling that measurement was taken. NOTES' Il Test holes were drilled on 06/21-22/2011 with 4 -Inch diameter continuous flight power auge-s.. 2) Locations of the test holes were surveyed by a representative of the cllent. 3) Elevations of the test holes were provided by a surveyor and the Fogs of the test holes are drawn to elevation. 4) The test hole locations and elevations should be considered accurate only to the degree. implied by the method used. 5) The lines between materials shown on the test hole logs represent the approximate boundaries between material types and the transitions may be gradual. 6) Groundwater level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in the water level may occur with time. 7) The material descriptions on this legend are for general classification purposes only. See the full text of this report for descriptions of the site materials and related recom endat1 ons. CORNERSTONE WINTER PARK HOLDINGS, LLC NOTES: I. SUBSURFACE INFORMATION IS PROVIDED FOR INFORMATION ONLY FROM GROUND ENGINEERING CONSULTANTS, INC. REPORT TITLED GEOTECHNICAL RECOMMENDATIONS GRAND PARK DRIVE/UPRR REVISION I. DATED 02/2014. CONTRACTOR MAY OBTAIN A COPY OF THE REPORT FROM CORNERSTONE WINTER PARK HOLDINGS, LLC. 2. FOR LOCATION OF BORINGS TH-4 THRU TH-7 SEE GEOTECHNICAL REPORT. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION ENGINEERING GEOLOGY F1..F\AM- SHEET S006 SCALE AS NOTED ID IB I A Test Hole Test Hole Test Hole Test Hole Test Hole 2 3 4 5 E I ev. 8762.8' Elev. 8762.2' E I ev. 8761.3' E I ev. 8740.4' E I ev. 8776.6' 8780 s� rvf.J 12112 8770 [X, f; 8760 B/12 x/12 .; 42'X 17/ 12 3-vt 8/12 6/12. AY' . 15/12 8750 — -' 12/12x._ 0 12/12 ✓la T- 12/12 - 50/6 0 8740 5. } 6 75/12 32/12 150/1 - 2/12 50/3 150/b w 8730 = zoo/1 200/0 50/2 150/1.5 zo/Iz -' 47/12 8720 50/2 50/3 0 /12 95/6 8710 loo/s a 200/0 870Q [ 1R H°R Engineering, Inc. UE DATE DESCRIPTION ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE OC R.KOTAN PROJECT NUMBER l000000000197406 4 Test Hole Test Hole 6 7 Elev. 8736. 7' Elev. 8733. 5' 8780 8770 8760 8750 N N `i - I 0 8740 } 0 W ✓ h- 3/12 —_ 8 7 3 0 ton 2 �,- 16/12 ZZ X'i 50/7 50/10 200/0 8720— 150/1 8710 8700 HIRGUND E"ZONEI R01"r. rums- nl LOGS OF TEST HOLES JOB NO.e 11-2001 FIGURE: 3 CADFILE NAME: 2001LOG02.DWG TH3 TEST HOLE LOCATIONS NO SCALE LEGEND: Topsoil Fill'. Other than railroad ballast consisted of clayey sands with gravel. The sands were fl ne to medium to fine to coarse. They were non -plastic to low plastic, loose to compact, moist to wet, and brown to dark brown to black in color. Iron oxide staining was noted locally. Clay: Sandy, moist to wet, medium plastic, soft to very stiff, and gray to brown In color. The sand tractlons were fine to medium. Sand: Fine to coarse, clayey, moist to wet, low plastic, loose to medium dense, commonly iron oxide stained, and gray to brown In color. Gravel: Fine to coarse with cobbles, silty, medium dense to dense, wet, and grey to brown 1n color. Iran oxide staining wasnoted locally. Weathered Gneiss Bedrock: Wet, low plastic, moderately hard to very hard, and grey in .; I_"r. ® Gneiss Bedrock: Finely to coarsely crystalline with pegmatite Intrusions locally, wet, low plastic, very hard, and gray to pink in color. Drive sample, 2 -inch I.D. California liner sample 23/12 Drive sample blow count, indicates 23 blows of a 140 -pound hammer fal l Ing 30 inches were required to drive the sampler 12 Inches, 0 Depth to water level and number of days after drilling that measurement was taken. NOTES' Il Test holes were drilled on 06/21-22/2011 with 4 -Inch diameter continuous flight power auge-s.. 2) Locations of the test holes were surveyed by a representative of the cllent. 3) Elevations of the test holes were provided by a surveyor and the Fogs of the test holes are drawn to elevation. 4) The test hole locations and elevations should be considered accurate only to the degree. implied by the method used. 5) The lines between materials shown on the test hole logs represent the approximate boundaries between material types and the transitions may be gradual. 6) Groundwater level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in the water level may occur with time. 7) The material descriptions on this legend are for general classification purposes only. See the full text of this report for descriptions of the site materials and related recom endat1 ons. CORNERSTONE WINTER PARK HOLDINGS, LLC NOTES: I. SUBSURFACE INFORMATION IS PROVIDED FOR INFORMATION ONLY FROM GROUND ENGINEERING CONSULTANTS, INC. REPORT TITLED GEOTECHNICAL RECOMMENDATIONS GRAND PARK DRIVE/UPRR REVISION I. DATED 02/2014. CONTRACTOR MAY OBTAIN A COPY OF THE REPORT FROM CORNERSTONE WINTER PARK HOLDINGS, LLC. 2. FOR LOCATION OF BORINGS TH-4 THRU TH-7 SEE GEOTECHNICAL REPORT. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION ENGINEERING GEOLOGY F1..F\AM- SHEET S006 SCALE AS NOTED ID IB I A TO FRASER 8 PHIPPSBURG (TIMETABLE WEST) 2 3 n Im ¢ ABUTMENT #4 N' I r� PIER u3 o I STA. .3169+97.35 IW STA. 3169+66. 15 - -- zw- j o� g� _.-------------�-------- 1 90°00'00" W. P. 4 � ABUT. n4 14" E 86°34'35" ti I 86°12'21" -`n-n 3I' -911A, TABLE OF COORDINATES POINT NORTHING EASTING o 44832. 90 52283.86 W. P. 2 44861.23 52269.41 W. P. 3 44907. 20 52249.31 W. P. 4 44937.05 52238.34 W. P. 5 44884. 1452259. jHP14x89 W. P. 6 44888. 13 DRILLED BM "G360 RESET"I AND SOCKETED 52715.03 PILES TABLE OF COORDINATES POINT NORTHING EASTING W. P. 1 44832. 90 52283.86 W. P. 2 44861.23 52269.41 W. P. 3 44907. 20 52249.31 W. P. 4 44937.05 52238.34 W. P. 5 44884. 1452259. 39 W. P. 6 44888. 13 52268.30 BM "G360 RESET"I 44581.21 52715.03 NOTE'. SEE TRACK PLANS FOR ADDITIONAL CONTROL POINTS AND ELEVATIONS. cv 1 1■ _// HDR Engineering, Inc. 0 UE DATE DESCRIPTION W. P' 3 H PIER -3 V. GRAND PARK DRIVE - - - ---------- MAINLINE ----- - - S 23 MAINLINE TRACK STA. 3169+41.07 50'-2" 311 -- �1/-------------- - DRILLED SHAFT LAYOUT SCALE: (6"=1'-0" PILE SUMMARY TABLE PILE ESTIMATED TIP ELEVATION PILE CUTOFF ELEVATION ESTIMATED 8724.00 8751.18 2 8724.00 8751.18 3 8724.00 8751.34 4 8724.00 8751.51 5 18724.00 48"/54" 8751.67 6 8724.00 8751.84 7 8724.00 8752.00 8 8724.00 8752.17 9 8724.00 8752.33 10 8724..00 8752.50 11 8724.00 8752.66 12 8724.00 8752.83 13 8724.00 8752.83 ROJECT MANAGER R.FERTIG DESIGN ENGINEER R.FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PRDJECT NUMBER 000000000197406 NOTES: 1. DUE TO THE PRESENCE OF VERY HARD BEDROCK, DRILLING HOLES FOR THE DRILLED SHAFTS AND PILES MAY BE DIFFICULT AND REQUIRE THE USE OF SPECIAL EQUIPMENT. 2. ESTIMATED TIP ELEVATIONSARE APPROXIMATE. CONTRACTOR SHOULD BE PREPARED TO DR LL TO A DEPTH BELOW BEDROCK WHICH ALLOWS FOR THE REQUIRED EMBEDMENT IN BEDROCK. 3. FOR RETAINING WALL DETAILS, SEE SHEETS S027, 5028, AND S029. 4. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED. SEE GEOTECHNICAL REPORT. 5. INSTALL 1%2" CSL TUBES IN ALL DRILLED SHAFTS PER THE SPECIAL PROVISIONS. DRILLED SHAFT SUMMARY TABLE SHAFT TOP OF ESTIMATED AMAX LOCATION DIA SHAFT TIP LOAD ELEVATION ELEVATION (TONS) ABUTMENT NO. 1 48"/54" 8755..73 8730.00 370 PIER NO. 2 48"/54" 8739.04 8725.76 538 PIER NO. 3 48"/54" 8739.00 8726.33 538 ABUTMENT NO. 4 48"/54" 8753.76 8734.00 362 ♦ SERVICE LOADING, PER DRILLED SHAFT 7 ABUTMENT 4 STA, 3168+84.78 TO WINTER PARK 8 �. PIER #2 DENVER UNION STATION STA. 3169+15.97 I (TIMETABLE EAST) �� - - ww 1 z o I N ww o� m� 86°34' 35" 90.00,( �� S 27°02' 033E ---_ ---- W. P. I I, y ABUT. .1 W. P. 2 r PIER #2 I' -J1AW " CAST -IN-PLACE CONCRETE DRILLED SHAFT 1 TYP. I �\ DRILLED SHAFT REINFORCING CONTINUOUS INTO PIER CAP 54" DIA, i TOP OF DRILLED SHAFT ELEV. RAY 48" DIA. DRILLED SHAFT DETAIL AT PIERS SCALE: 1/2"= 1-0" CORNERSTONE WINTER PARK HOLDINGS, LLC D MEASURED ALONG yPIER OR ABUTMENT -DRILLED SHAFT REINFORCING CONTINUOUS INTO ABUTMENT CAP TOP OF DRILLED SHAFT ELEV. m 48" DIA. DRILLED SHAFT DETAIL AT ABUTMENTS SCALE: %2"=1'-0" GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION FOUNDATION LAYOUT -..AGOP_SODI1d - S007 SCALE AS NOTESHEETD ID IB I A 1R DRILLED SHAFT NOTES GENERAL I. Drilled shafts have been designed In accordance with the AREMA Manual for Railway Engineering, Chapter 8, Part 27 Design and Part 247 Drilled Shaft Foundations. 2. Drilled shafts shall derive their support from side friction and end bearing in bedrock. 3. Drilled shaft construction add llbe in accordance with the AREMA Manual oI Rallway Engineering, Chapter B: Concrete Structures and Foundatlons, Part 24: Drilled Shaft Foundations. 4. Contractor shall submit proposed drilled shaft Instal lotion method with the bl d. Installat lon methods shall be compatlble wl th subsurface mond ltlons at the site and shall be accepted by the Owner's Representotiva and the Railroad prior to construction. Proposed method shell Include and and procedures for excavation In soil and rock, permanent steel casing Installation, temporary steel casing Installation and withdrawal, reinforcing steel and concrete placement, as applicable. 5. If actual subsurface conditions differ substantially from those provided, notify the Owner's Representative Immediately by phone, e-mail, or fax and In writing within 48 hours of such a determination. 6. TheOwner's Representative will provide observation of the drilled shaft son struction,perform required testing on construction materials, and determine the acceptobllity of the shaft installation within the terms and conditions of these notes and the drawings. 7. The Contractor shall: a. Construct drl l led shafts as detailed and noted on these drawings and In accordance with these notes. U. Provide an on-site supervisor and drillers having a minimum of five years of acceptable experience with the Instal l at t on method to be used. c. Develop and adhere to a program for quality control. d. Perform all excavatlon and concrete placement work In the presence of the Railroad unless otherwise permitted. e. Schedule and provide time and means for inspection of each drilled shaft before concrete placement. I. Provide the means and opportunity to Inspect the operation, take samples and make tests during the steel casing withdrawal and concrete placement. 8. The Contractor shall submit the following to the Owner's Representative for approval at least 14 days before the start of the work, If applicable: a. Experience record of supervisory and drilling personnel. U. Duality control program. c. Detailed description of shaft construction method. d. List of equipment and operating procedures. e. Steel casing me ter Ial properties and quantities In accordance with these notes. I. Concrete materials and mix proportions in accordance with these notes. g. Shop drawings showing placement of reinforcing steel, including splice details and locations. h. Welding procedures far permanent steel casing and reinforcement. I. AWS welder certification. j. A test report from the slurry supplier giving the slurry type and admixtures and the physical and chemical properties of the mixed slurry. 9. The Contractor shall submit the following to the Owner's Representative and the Railroad during construction? a. Notification of drilling 24 hours in advance to permit in-place Inspection of the finished excavation prior to placement of reinforcing steel and concrete. U. Reports of material quantities Including concrete, reinforcing steel, steel casing, and slurry. c. Certified ml II test reports for reinforcing steel, including bar markings. d. Dawn -hole slurry test results In accordance with the requirements in these notes. e. Concrete batctrplant tickets containing the Information required by ASTM CA 4. I. Reports of as-built location, alignment, elevations, and dimensions of drilled shafts, speclfi cally Identifying any shafts that are not in accordance with the notes and drawings. g. Graphical plot of depth or elevation vs. theoretical concrete volume and actualmeasured volume for each drilled shaft In accordance with these notes. CAST -IN-PLACE CONCRETE I. All concrete material, placement, and workmanship shall be In accordance with Chapter 8: Concrete Structures and Foundations of the AREMA Manual for Railway Engineering and the Project Specifications. 2. Minimum compressive strength at 28 days shall be 4000 psi. 3. Prior to the additionof admixtures, concrete shall have a slump not greater than 4 inches. During placement, concrete shall have a slump of not less than 4 inches using the dry uncased method, 6 inches us Ing the temporary steel casing method, or 7 Inches using the slurry displacement method. 4. Do not usecalcium chloride or any admixture containing intentionally added chlor toe ions. Testing for chloride ions is not required. 5. Exposed concrete shall be integrally colored In accordance with ASTM C979 as Indicated in the plans and the notes on Sheet 5002. REINFORCING STEEL I. All reinforcing steel materials and placement shall be in accordance with Chapter 8[ Concrete Structures and Foundations of the AREMA Manual for Railway Eng 1neering and the Project Specifications. DATE I DESCRIPTION S REINFORCING STEEL, CONT. C. Reinforcing steel cage shall be prefabricated. Reinforcing steel is to be securely tied to prevent deformation or relative displacement of bars during handling and concrete placement. Tack welding of reinforcing Is prohibited. 3. The minimum clear distance between vertical reinforcing steel, Including lapped bars, shall be 1.5 times the bar diameter or four times the maximum aggregate size, whichever Is larger, 4. Place reinforcing steel cage iImiediately prior to the start of concrete placement. Provide spacer rollers to maintain the Has cage at the proper location. Secure the cage against displacement, 5. Perml sslble relnforcing steel vertical movement during steel casing w thdrowa 1, I any, shall be 6 Inches. STEEL CASING 1. Instal lotion of steel casing by driving or by vibratory hamper Is prohibited. 2. Permanent steel casing shall not be allowed unless approved by the Engineer of Record and the Railroad. 3. Temporary steel casing shall have sufficient strength to withstand handling stresses, drllling stresses, concrete pressures, and surrounding earth and water pressures, or If required, to permit advancement of shaft through caving ground. Submit size, wall thickness, type of steel and length of temporary casing to the Railroad for acceptance. 4. Submit the proposed method of steel casing Installation and withdrawal, if any, prior to the mobilization of equipment to the site. 5. If steel casing splices are necessary, furnish full -penetration welds Mee the requirements of "Structural We lding Code - Steel" (ANSI/AWS D I. II of the American Welding Society requirements for joints in non - corrugated permanent steel casings. Submit any alternative splice details to the Railroad for acceptance. Welders shall be AWS certified. C. Deliver steel casings to site In undamaged condition. Handle and protect steel casing to maintain diameter within 2 percent. CONTROLLED SLURRY I. Slurry shall conslst of a stable colloldal suspension of polymers or pulverized clay minerals (bentonite/attapulgite) thoroughly mixed with water end shall meet the following specified properties at 60° F: a. Density of slurry at a distance of I' from shaft bottom shall be measured by mud balance before concrete placement In accordance with ASTM D4380. For mineral slurries, maximum density shall be 70 not. Maximum density shall be 64 pcf for polymer slurries. b. Marshfunnel viscosity shall be measured per the "Standard Procedure for FI eld Testing Water -Based Drilling Fluids" American Petroleum Institute API-RP13B-1, Section 2. The allowable range for entry shall be 26 to 50 seconds per quart for mineral slurries. For polymer slurries, the allowable range for entry shall be 40 to 90 seconds per quart, or as recommended by manufacturer and approved by the Railroad. c. Sand content at a distance of I' from shaft bottom shall be measured by sand screen set before concrete placement in accordance with ASTM D4381. For mineral slurries, maximum sand content shall be no greater than 4% by volume. Maximum sand content shall be no more than IW by volume for polymer slurries. d. During excavation, the pH of the slurry shall be measured In accordance with ASTM D4972. Allowable range of pH shall be 7 to 12. 2. Slurry shall be from sources acceptable to the Railroad. Mix, store and transport slurry using equipment made for these purposes. 3. Water used to mix slurry shall be free from contaminants and suppI led from sources acceptable to the Railroad. 4. Required slurry properties shall be maintained before and during concrete placement to prevent settlement of sell solids and maintain a stable hole. CONSTRUCTION I. Dual construction personnel shall be present at the excavated hole at all times. 2. Use tolerances for construction In accordance with ACI 117, except as noted. 3. Tap o{ drllled shafts shall be at the elevations shown In the Drilled Shaft Summary Table, Sheet 5007. Drilled shaft construction is permitted to continue up to the bottom of the pier cap if the requirements for exposed concrete, Including surface finish and coloring, on Sheet No. 5002 are satisfied. 4. Drilled shafts shall be advanced to bedrock and socketed at least 8' into rock. Drilled shaft tip elevations provided in the Drilled Shaft Summary Toole, Sheet No. 5007, are approximate and not to be used for construction. 5. Drilled shaft construction methods shall be determined by the Contractor based on sate and subsurface conditions, unless otherwise specified on the drawings. Construction methods are subject to acceptance by the Owner's Representative and the Railroad. These notes apply to the following methods, alone or in combination: a. Dry, Uncased or Open Hole b.Temporary Steel Casing c. Slurry Displacement 6. Provide temporary steel casing for shaft excavation as required. Make diameter of excavation such that the annular void space outside any temporary steel casing is minimized. ROJECT MANAGER R.FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE OF R.KOTAN PROJECT NUMBER 1000000000197406 CONSTRUCTION CONT. 7. Use excavation methods that leave the sides and bottom of the hole free of loose material that would prevent intimate contact of the concrete with firm, undisturbed sols. Ifi loose or unacceptable material is present, re -clean hole to the satisfaction of the Owner's Representative. 8. Remove loose material and free water from bottom of drilled shafts, as required by the Owner's Representative. Excavate the bottom of the shaft to a level plane within tolerance of I vertical to 12 horizontal, or as acceptable to the Owner's Representative. Provide bottom area not less than that shown on the drawings or as acceptable to the Owner's Representative. Hole shall be re -cleaned after any possible vibration of the ground or sloughing has occurred. 9. The Geotechnical Engineer will verify actual final bearing levels and sul tabllitI of bearing stratum during excavation. Inspection and testing of the drilled shafts will be determined by the Railroad. For end- bearing shafts, explore bearing stratum w th a probe hole to a M lnlmum depth of 8 fleet below the bottom of each drilled shaft, unless waived by the Railroad. 10. Provide a safe method of access for Inspection of the bottom of the or lied shaft and personnel to facllitate Inspectlon. Alternatives to direct down -hole Inspection shall be subject to theacceptance of the Owner's Representative and the Railroad. Provide all safety equipment called for by Federal, State, and Lcool lows for Inspection and testing Of drilled shafts and protection of workers during operation Headset rating entry Into the shaft. 11. Excavate rock sockets as required by the drawings. Use a method that w111 provide the socket roughness that meets the design requirements. Rock cored samples shall be handled In accordance with ASTM D5079. Bedrock Is very hard, and excavation may require special equipment. 12. Keep all soil and excavated materials away from each open shaft excavation to avoid contamination of the excavation after final clean out. 13. Dewater drilled shaft excavation prior to placing concrete. Dewater In a manner that will not create subsidence or ground loss that might adverselyaffect the drilled shaft or existing adjacent structures. 14. If water inflow or sidewall Instability encountered exceeds that acceptable to the Owner's Representative, use alternative means to reduce Inflow, such as extending steel casing, Installing outside deep wells, grouting, or other acceptable means. 15. Place concrete as soon as possible after completion of excavation and after acceptance. Notification of concrete placement shall be made at least 24 hours in advance unless waived by the Owner's Representative and the Railroad. 16. Do not start concrete placement until a concrete supply adequate to {III the shaft Is assured. Place concrete within the time period during which the excavation rema l Hs clean and stable and the concrete remains fluid. 17. Complete placement of concrete in uncased excavations before the and of each work day. 18. Concrete shall be placed In such amanner as to limit free -{all distance of concrete to 8 feet. Free -{all distances greater than 8 feet shall not be allowed unless otherwise approved by the Owner's Representative. Concrete should be directed so that the fall Is vertical down the center of the shaft and the concrete does not hit sides of the hole or reinforcing steel cage. 19. For placing concrete underwater, use tremie or concrete pumping with acceptable procedures in accordance with AREMA Manual of Railway Engineering, Chapter 8, Sections 1.14 and 1.15. 20. Place concrete in shaft in one continuous operation unless otherwise permitted by the Owner's Representative. Level, roughen and clean surface of construction joints to the satisfaction of the Owner's Representative prior to recommencement of concrete placement. Provide reinforcing dowels or shear key when required by the Owner's Representative. 21. Theoretical concrete volume shall be computed based on actual drilled shaft dimensions as measured In the field. Actual concrete volume shall be recorded during placement at Intervals not exceeding one shaft diameter and plotted on a graph vs. theoretical volume to check for proper shaft geometry. 22. Perform concrete testing for quality control to supplement the Owner's Representative's testing, or accept the Owner's Representative's test results. The Owner's Representative will perform compression tests at 28 days. 23. Protect tops of shafts against damage and for curing to prevent moisture lass and temperature extremes In accordance with AREMA Manual of Rallway Eng lneer l ng, Chapter 8, Part 1: Materials, Tests and Construction Requirements. 24. Coordinate temporary steel casing withdrawal carefully with concrete placement. Maintain head of concrete to exceed the anticipated outside soil and water pressure above the bottom of the steel casing at all times during steel casing withdrawal. 25. Where steel casing is withdrawn, provide concrete with a minimum slump of 6" and with a retarder to ensure minimum slump requirement during e!e. Icas Ing withdrowel. Check concrete level pr for to, during and aft withdrawal of steel casing to confirm that separation of shaft concrete Has not occurred. Do not vibrate concrete internally before the steel casing is withdrawn. A steel casing vibratory extractor is permitted. Do not withdraw steel casing after concrete has attained initial set or a8 directed by the Railroad. I CONSTRUCTION BY SLURRY DISPLACEMENT I. For construction by slurry dl splacement, use Controlled slurry to stabilize the excavation. Slurry consisting of water in combination with colloidal fines from the soil being excavated shall not be used unless the Contractor demonstrates to the satisfaction of the Railroad that the slurry adequately stabilizes the hole. 2. Where drilled shafts are to be installed below groundwater or in caving calls, no the slurry level in the excavation not less than 5 fleet above the groundwater level or higher If needed to provide a stable hole. Maintain the slurry level above any unstable zones a sufficient distance to prevent caving or sloughing of those zones. Demonstrate to the satisfaction of the Railroad that stable conditions are being maintained. 3. Settemporary surface steel casing to contain the slurry, unless waived by the Railroad. 4. Provide any physlcal or chemical treatment of the water or slurry that Is necessary to meet the spec l f led propertI as for controlled slurry required by these notes, subject to the acceptance of the Railroad. 5. Test slurry by the methods specified In these notes. Provide all equipment required for the tests specified. A slurry sampler capable of obtaining slurry samples at any depth within the drilled shaft excavation shall be ovailable at the site. 6. The In-hole slurry shall meet the specified properties prior to concrete p Indecent. Clean, re-clrculate, remove sand from, or replace the slurry to ma into In the required slurry properties. Recycling of slurry is permitted provided that the recycled slurry meets the specified properties. Submit a written record of results for the tests for each drilled shaft Installed to the Railroad. 7. Use drilling tools and excavation procedures that minimize negative pressure and avoid disturbance of surrounding material in the excavation. False and lower the ori l l Ing tool In the hole at a rate that does not swirl the slurry and affect the stability of the hole. 8. Complete concrete placement of the drilled shaft promptly the some day that the excavation Is completed. If this is not possible, redrlll, clean, and test the slurry In the excavation before concrete placement. 9. During concrete placement, pump the displaced slurry to holding tanks. Do not allow slurry to spill onto or contaminate the site. Do not use excavated slurry pits, unless accepted by the Railroad. 10. Dispose of the slurry In a legal and acceptable manner. 11. Place concrete by tremie methods or by pumping in accordance with AREMA Manual of Railway Engineering, Chapter 8, Section 1.14: Depositing Concrete. 12. Embed tremie or pump pipe sufficiently In concrete to maintain seal throughout concrete placement to prevent re-entry of slurry suspension Into the pipe. Provide minimum embedment of 5 feet. If the seal Is lost, withdraw pipe, replace the seal and restart tremle operation using a capped tremle or a capped pump pipe. 13. Displace out of the shaft or remove from the shaft the first portion of concrete that comes to the top of the shaft that contains concrete contem t noted with slurry until acceptable concreteis visible. Add or remove concrete to reach the specified top of drilled shaft elevation. 14. Raise or lower the tremie pipe in on acceptable manner that does not break the seal and does not cause chonneltzation or segregation. 15. Do not use aluminum pipe or equipment for placing concrete. CROSS -HOLE SONIC LOG (CSL) TESTING I. Perform CSL testing in accordance with the Speclal Provisions for this project. DRILLED SHAFT PAYMENT 1. Drilled Shafts shall be measured by the linear foot from the elevation shown on the plans to the bottom of the hole as drilled. 2. The contract pay item for drilled shafts shall Include the cost of all excavations, hauling and disposal of excavated material, performing all necessary pumping, furnishing and placing concrete and reinforcing steel (to top of drilled shaft), all backfilling, and all labor and Incidental's required for Installation. 3. The cost of furnishing, installing, and removing temporary steel casing will not be paid separately but shall be Included in the work. If the Contractor elects to submit a permanent casing option, the cost of such casing will not be paid separately but shall be included in the work. CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION DRILLED SHAFT NOTES FL.F\aN:- ...vGDp s00a.dg, S008SCALE AS NOTED i rs UE DATE DESCRIPTION ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K.CAPE PC R.KOTAN PRDJECT NUMBER 000000000197406 CORNERSTONE WINTER PARK HOLDINGS, LLC NOTE.' I. FOR NOTES, SEE SHEET 5010. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION ABUTMENT NO. 1 AND NO. 4 I I. k"—)[P- _..13-1-1oo9-, 1 SHEET S��T SCALE AS NOTED MECHANICAL SPLICE (TYP.) SEE NOTES ON SHEET 5010 - -- - - - tt6 @ 12" MAX:: IS 1'-0" tt7 @ 12" MAX.. I I I 6" I tt7 MAX.: DOWNSPOUT (T YR.AT ABUT. 44 ONLY) — CONSTRUCTION SEE SHEET 5025 AND 5026 FOR DETAILS 1 1'-0" 3" JOINT BETWEEN PHASES I 1/p" EXP. JOINT � 3" CONSTRUCTION JOINT / O MATERIAL ITYP.I a z BETWEEN PHASES 90°00'00" ------- --- ----------�{- J SECTION D N - '- • 3 ^ SCALE. - - - - INSIDE FACE OF BACKWALL DRILLED SHIFT OUTER BEAM B ¢ DRILLED SHAFT r� OUTER BEAM �-j r� DRILLED SHAFT 5009 � � I BEARING 8 C H DRLLED SHAFT 15'-4/8 �� I'-7" 8" 2'-3" BEAM SPACING 3'-311 /5 7 SPA. @ 2'-6%8" = 17-67/g" 7 SPA. @ 2-6/8" = 17'-678" 3'-31%16 2'-3" 9^ DRILLED SHAFT SPACING 2'-9" 18- 2'-9" 45 F— @ 12" I I )INSIDE FACE 20' -IAA 20'-10 6" 45@12" 41'-9y8" 45 ( TYP. J ( TOT. 7 ) PLAN a OR TIONAL BACK FACE CONSTRUCTION JOINT SCALE: 1/4" = 1'-0" 46—I (ABUTMENT NO. 4 SHOWN, ABUTMENT NO. I SIMILAR) #5@12" 8-49 BARS) :SPACE WITH 411 BARS BELOW 41'-91/8" _ w 19-IOWG" 19- B FUTURE TRACK T BRIDGE CHORD �8 ABUTMENT �� MAINLINE TRACK 45 E.F. )TYP.) w E 2'-5" P. a n5 z a WATERPROOFING BALLAST 0 � J PERMISSIBLE �o ° CONSTR. JT. I OPTIONAL CONSTR. JT. � 8-#11BARS BEARING SEAT (LEVEL) I (@ BACKWALL) DRILLED SHAFT DRILLED SHAFT n v REINF. ( TYP. ) CONSTRUCTION JOINT = I�BETWEEN PHASES - 3 SPA. @ II%4" 3 SPA. @ ELEV. 8755.73, ABUT. I ELEV. 8753.76, ABUT. 4 4'-6" Lj Lj E SECTION E ELEVATION SCALE: 3/4" SCALE: 1/4" = I'-0" UE DATE DESCRIPTION ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K.CAPE PC R.KOTAN PRDJECT NUMBER 000000000197406 CORNERSTONE WINTER PARK HOLDINGS, LLC NOTE.' I. FOR NOTES, SEE SHEET 5010. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION ABUTMENT NO. 1 AND NO. 4 I I. k"—)[P- _..13-1-1oo9-, 1 SHEET S��T SCALE AS NOTED 2 3 tt7 (TYP. ABOVE CAP) tt5 l TYI tt5 (TYP SECTION F WINGWALL ELEVATION SCALE: /2" = 1'-0" SCALE V2" = 1'-0" 5 C, 17 8 TOP OF BACKWALL tt6 v12" tt7 @ 12" MAX. INSIDE FACE OF 1 tt7 @ 6" MAX. SUB -BALLAST ABUT. BACKWALL �2" EXP. JOINT MAT'L 3" CLR. (TYP. 3 SIDES) (TYP. I 2-3' tt5 F @ 12" o ooa INTO APPROACH - z SLAB) 3'- 0" MIN. WELL COMPACTED GRANULAR FILL DOWNSPOUT AND DECK DRAIN - EXTENSION AT ABUT. 4 ONLY. SEE SHEETS 5025 AND 5026 FOR DETAILS PERFORATED PIPE UNDERDRAIN. SEE SHEETS 5025 AND S026 9" I.F. = INSIDE FACE NEAREST TRACK NON -PERFORATED PIPE.—/1'-6" FOR DETAILS SEE SHEETS 5025 AND O.F. = OUTSIDE FACE FURTHEST FROM TRACK S026 FOR DETAILS SECTION B SCALE: 3k" = 1'-0" S009 bo 10 41-9%g' SECTION C SCALE: y2" = I'-0" SOO9 SOiO NGWALL (TYP. ) RING SEAT NO STIRRUPS F__] .l NOTES: I. FOR DRAINAGE AND BACKFILL DETAILS SEE SHEET 5025 AND 5026. 2. MECHANICALSPLICES SHALL BE A COMMERCIAL PRODUCT CAPABLE OF DEVELOPING THE FULL YIELD STRENGTH OF THE REBAR. SPLICES SHALL NOT BE PAID SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE WORK. 3. BEFORE PLACING NEW CONCRETE AGAINST HARDENED CONCRETE SURFACES, APPLY THOROC EPDXY ADHESIVE 24 LPL OR APPROVED ALTERNATE TO THE HARDENED CONCRETE SURFACE. THE COST OF THE ADHESIVE WILL NOT BE PAID SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. 4. FOR ANCHOR BOLT LAYOUT SEE SHEET 5018. WELL—COMPACTED GRANULAR FILL I. BACKFILL BEHIND ABUTMENTS WITH WELL GRADED MATERIAL TO THE LIMITS SHOWNON THIS SHEET. MATERIAL SHALL MEET THE REQUIREMENTS OF ASTM C33 SPECIFICATIONS AND SHALL BE A WELL GRADED MIXTURE OF SAND AND GRAVEL WITH THE FOLLOWING GRADATIONS. 100% PASSING THE I' SIEVE 60% PASSING THE tt4 SIEVE 5% PASSING THE -200 SIEVE 2. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS.: PROJECT MANAGER R. FERTIG GRAND PARK DRIVE UPRR UNDERPASS CN ENGINEER R. FERTIG CORNERSTONE IN ERASER, COLORADO CHECK UPRR BRIDGE 6 cHEGK ENGINEER R. GATEMAN 0.00 ON MOFFAT TUNNEL SUBDIVISION fL TECHNICIAN K. CAPE PIC R. KOTAN WINTER PARK ABUTMENT DETAILS HDR E .-mg 1 HOLDINGS, LLC FI. FYCI'- so4o.dg„ SHEET solo ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000197406 SCA.I- AS NOTED I IB I A 3}/2' -3, 95 SPACING 7—T 95 1--1 ( TYP. ) EACH END OF CAP (TOT. 16) �� AND PIER COLUMN 18- 2'-9" 18- 16" 18— I°i(8." COLUMN 2-9" 15-4/8" 26-5" 2 8739.04 19 EQUAL SPACES = 13'-95/e' I'-0" 3" 35 EQUAL SPACES = 25'-IOi/2' 8758.85 AP093 BARS 93 ( TOT. 5) 98 ( TOT. 10) H 98 (TOT. 10) 93 ( TOT. 5) —----------------------------------- -- -------------- ----------------------------------------------N ----- 11 J\— CONSTRUCTION 0) MECHANICAL JOINT SPLICE ( TYP. ) SEE NOTE ON 95 E. F. SHEET 5010 TYP: ) FINISHED GROUND SURFACE (TYP. --�� ED SHAFT Tp*) ) HEFT 5007 FOR DETAILS HON En9ineerin9. Inc. — — — ISSUE I DATE DESCRIPTION 910 ( TOT. 20)— 95 E. F. J L 48" DIA. COLUMN (TYP. ) OPTIONAL CONSTRUCTION JOINT (TYP.) LAP UC BARS 5'-4' MIN. F CONSTRUCTION JOINT IS USED. PIER ELEVATION (PIER 92 SHOWN, PIER 93 SIMILAR, LOOKING AHEAD STATION) SCALE: y2" = I'-0" ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 -8" ROTATI LAPS 31/2" ELEV. B TOP OF CAP (AT HIGH STEP) 48" D ?" CLR. TYP.) ELEVATION TABLE PIER ELEV.. A ELEV. B 2 8739.04 8759.74 3 8739.00 8758.85 LED SHAFT SECTION G SCALE: 3/4" = I'-0" r� CAP SPAN 2 If SPAN IOR 3 III 95 TIE CORNERSTONE WINTER PARK HOLDINGS, LLC SECTION N SCALE! 3/4" = ID -43 BARS, PLACE AVER 98 BARS 0148 BARS, SPACE WITH 10 BARS BELOW F-1 SPACE WITH STIRRUPS 5 STIRRUPS B 5 E. F. ( TYP. ) 0-910 BARS NOTES: I. ADJUST REINFORCING IN CAP TO AVOID ANCHOR BOLTS AS REQ'D. 2. CONCRETE ABOVE ELEVATION "A" SHALL HAVE A SMOOTH FINISH AND BE INTEGRALLY COLORED AS DESCRIBED ON SHEET 5002. 3. IF THE CONTRACTOR PREFERS TO CONSTRUCT THE PIERS USING PERMANENT STEEL CASINGAND/OR 48 INCH CONSTANT DIAMETER DRILLED SHAFTS, A REOUEST MAY BE SUBMITTED TO THE ENGINEER AND THE RAILROAD FOR APPROVAL. THE COST OF PERMANENT CASING AND ADD ITIONALENGINEERING REQUIRED SHALL BE BORNE BY THE CONTRACTOR. 4. BEFORE PLACING NEW CONCRETE AGAINST HARDENED CONCRETE SURFACES, APPLY TH0ROO EPDXY ADHESIVE 24LPL OR APPROVED ALTERNATE TO THE HARDENED CONCRETE SURFACE. THE COST OF THE ADHESIVE WILL NOT BE PAID SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. 5. FOR ANCHOR BOLT LAYOUT SEE SHEET 5018. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION PIER NO. 2 AND NO. 3 SHEEF�nr- �coP_son.dg S��T SCALE AS NOTED I A 1 2 BRACKET SPACING ¢ BEARING = R END DIAPHRAGMS = E END BRACKETS BRACKET MK. SB- 10 ( TYP. l DIAPHRAGM DIAPHRAGM MK. SD -2 MK. SD -I FIELD CONNECTION AT DIAPHRAGM DIAPHRAGMPLATE MK. SPL-2� DIAPHRAGM MK. SD -2 DIAPHRAGM PLATE L MK. SPL -2 FIELD CONNECTI AT DIAPHRAGM — DIAPHRAGM MK. SD -2 DIAPHRAGM PLATE MK. SPL -2 FIELD :CONNECT] AT DIAPHRAGM— DIAPHRAGM MK. SD-2� DIAPHRAGM PLATE MK. SPL -2 - FIELD CONNECT AT DIAPHRAGM — DIAPHRAGM MK. SD -2 DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE MK. SPL -I DIAPHRAGM MK. SD-1— DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD -1 DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD-1— DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD -1- 6" W36x150 116 a DETAIL I SCALE: I"=1'-0" I m� - HDR Engineering. Inc. — — — ISSUE DATE DESCRIPTION 3 4 20'-21/16" @ BEARING = @ END DIAPHRAGMS = @ END BRACKETS -i DIAPHRAGM MK. SD- I - DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD-1— DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -I DIAPHRAGM MK. SD -1 DIAPHRAGM CONNECTOR MK. SDG- I DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD-1— DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD -1- 2 - 73A" D-1 21-73A" Cb C. TO C. OF BEARINGS'K L 0. TO 0. OF BEAMS + FRAMING PLAN (SPAN 3) SCALE: 3�" = 1'-0" DIAPHRAGM MK. SD -3 DIAPHRAGM CONNECTOR MK. SDC -3 DIAPHRAGM DIAPHRAGM CONNECTOR PLATE MK. SDC -I MK. SPL-2� SEE DETAIL I (TYP. AT SKEWED END) DIAPHRAGM MK. SD -3 DIAPHRAGM DIAPHRAGM CONNECTOR CONNECTOR MK. SDC- I MK. SDC -3 DIAPHRAGM PLATE MK. SPL -2 DIAPHRAGM MK. SD -3 DIAPHRAGM DIAPHRAGM - CONNECTOR CONNECTOR MK. SDC- I MK. SDC -.3 DIAPHRAGM PLATE MK. SPL -2 — DIAPHRAGM MK. SD-3� -DIAPHRAGM DIAPHRAGM CONNECTOR CONNECTOR MK. SDC -I MK, SDC -3 DIAPHRAGM PLATE MK. SPL -2 DIAPHRAGM MK. SD -3- W36x150 x L ( TYP. ) VARIES 10' - 77/R" ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PRDJECT NUMBER 000000000197406 5 20'-21/16" BEARING = END DIAPHRAGMS = END BRACKETS MK. SB 30 DIAPHRAGM MK. SD -3 DIAPHRAGM CONNECTOR MK. SDC 3 DIAPHRAGM DIAPHRAGM PLATE CONNECTOR MK. SPL -2 MK. SDC -I SEE DETAIL I (SIMILAR) (TYP. AT SKEWED END) DIAPHRAGM MK. SD -3 DIAPHRAGM DIAPHRAGM o, CONNECTOR CONNECTOR MK. SDC -3 MK. SDC -I DIAPHRAGM PLATE MK. SPL -2 DIAPHRAGM MK. SD -3 DIAPHRAGM DIAPHRAGM CONNECTOR CONNECTOR MK. SDC -3 MK. SDC -I DIAPHRAGM PLATE MK. SPL -2 Qr PHRAGM MK. SD -3 AGM DIAPHRAGM TOR CONNECTOR C-3 MK. SDC -I DIAPHRAGM PLATE MK. SPL -2 �E DIAPHRAGM MK. SD -3 g BRACKET MK. SB -30 DIAPHRAGM SPACING BRACKET SPACING + * MEASURED ALONG � BEAM DIAPHRAGM - MK. SD- I 6 7 18 10'-0" BRACKET SPACING BEARING = END DIAPHRAGMS = END BRACKETS— ! BRACKET [f\—MK. SB- 10 ( TYP..I DIAPHRAGM DIAPHRAGM MK. SD- I MK. SD -2 DIAPHRAGM CONNECTOR MK. SDC I DIAPHRAGM PLATE MK. SPL- I — DIAPHRAGM MK. SD -I DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL- I —DIAPHRAGM MK. SD -I DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL- I — DIAPHRAGM MK. SD -I DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -I — DIAPHRAGM MK. SD -I DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE MK. SPL -I — DIAPHRAGM MK. SD -I DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE MK. SPL- I — DIAPHRAGM MK. SD -I DIAPHRAGM CONNECTOR MK, SDC -2 DIAPHRAGM PLATE MK. SPL -I — DIAPHRAGM MK. SD -I DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE MK. SPL- I —DIAPHRAGM MK. SD -I W36x150 x L I TYP. ) VARIES 6" II' -7%" 10,-77k" 21,-7%' Cb C. TO C. OF BEARINGS SPAN L 0. TO 0. OF BEAMS FRAMING PLAN (SPAN 1) SCALE: 3A^ = 1'-0" CORNERSTONE WINTER PARK HOLDINGS, LLC FIELD CONNECTION DIAPHRAGM PLATE MK. SPL -2 FDIAPHRAGM MK. SD -2 DIAPHRAGM PLATE MK. SPL -2 FIELD CONNECTION -- IAPHRAGM FMK. SD -2 DIAPHRAGM PLATE MK. SPL -2 FIELD CONNECTION ti �D IAPHRAGM °II MK. SD -2 DIAPHRAGM PLATE MK. 5PL-2 '^ FIELD CONNECTION �D IAPHRAGM MK. SD -2 ------------ END OF BRACKET B 6" DIMENSION TABLE - SPAN A I a 3 BEAM L Cb BEAM L Cb 15 31'-2X,' 30'-2/,,' 7 32'-4�/z' 31'-41/2' 19 31'-37/g" 30'-3i%" 6 32'-61/4' 31'-61/q 13 31'-511/'6 " 30'-511/'6 " 5 32'-8%'6' 31'-8%'6' 12 31'-71/2" 30'-7/2'4 32'-9 �/e 31'-9%'11 31'-91/a 30'-91/4" 3 32'-1111/16 ' 31'-1111/16 ' 10 31'-III/16" 30'-1111/16' 2 33'-Il/2' 32'-11/2' 9 32'-07/6" 31'-07/e 1 33'-31/4" 32'-31/4" 8 32'-211/16 ' 3'-211/16 ' GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE FRAMING PLAN (SHEET 1 OF 2) FILENAME ...BOOP s02.lg, SHEET S012 SCALE AS NOTED BRACKET SPACING h— BEARING = T END DIAPHRAGMS = ¢ END BRACKETS BRACKET MK. SB -20 (TYP") DIAPHRAGM MK. SD -2 DIAPHRAGM MK. SD -1 - DIAPHRAGM MK. SD -1 DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTCR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD- — DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK, SPL -1 DIAPHRAGM MK. SD -1 DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD- I — DIAPHRAGM MK. SD -1 DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL - DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL - DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD - DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD- I — DIAPHRAGM SPACING! 5 SPA. @ 9-95h"(-) = 49'-0" BRACKET SPACINNG. 19'-7�(g" 19-7�6" 6" 49'-0" 50'- 0" FRAMING PLAN (SPAN 2) SCALE[ %" = 1'-0" 5 b / 19' - 7Y6 " ¢ BEARING = ¢ END DIAPHRAGMS = @ END BRACKETS— END OF BRACKET W40x294x5O'-O" (TYP.) i - Q a DIAPHRAGM MK. SD -1- DIAPHRAGM MK. SD -2 - DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTOR MK. SDC -1 DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD - DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL I DIAPHRAGM MK. SD- I — d ID FIELD CONNECTION R. FERTIG AT DIAPHRAGM (TYP.I GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO UPRR BRIDGE 6 0.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE FRAMING PLAN (SHEET 2 OF 2) DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR DIAPHRAGM PLATE DIAPHRAGM CONNECTOR MK. SPL -2 MK. SDC -2 CHECK ENGINEER DIAPHRAGM PLATE MK. SPL -2 DIAPHRAGM PLATE TECHNICIAN DIAPHRAGM MK. SPL- I DIAPHRAGM QC DIAPHRAGM MK. SD -2 DIAPHRAGM MK. SD -1 — DIAPHRAGM PLATE CONNECTOR C MK. SPL -2 DIAPHRAGM CONNECTOR a MK. SDC -2 SHEET 5013 FIELD CONNECTION -_ - r - AT DIAPHRAGM (TYP.I SCALE AS NOTED MK. SPL -2 DATE m DIAPHRAGM PLATE DIAPHRAGM MK. SPL- I DIAPHRAGM DIAPHRAGM MK. SD -2 MK. SD- I — DIAPHRAGM PLATE DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR MK. SDC -1 MK. SPL -2 DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE FIELD CONNECTION -'"""""'."""""'_"'"""'."""""."'"".'.""'""'_"""""'.""""" AT DIAPHRAGM (TYP.I MK. SPL -2 " a B DIAPHRAGM PLATE MK. SPL- I - DIAPHRAGM DIAPHRAGM MK. SD -2 DIAPHRAGM MK. SD -1 DIAPHRAGM PLATE MK. SDC -I MK. 1PL-2 DIAPHRAGM CONNECTOR MK. SDC -2 DIAPHRAGM PLATE i FIELD CONNECTION-- - MK. SPL -2 AT DIAPHRAGM (TYP.) DIAPHRAGM PLATE - MK. SD -2 MK. SPL -I DIAPHRAGM DIAPHRAGM MK. SD -2 MK. SD- I — DIAPHRAGM MK. SD -1 DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTCR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD- — DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK, SPL -1 DIAPHRAGM MK. SD -1 DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD- I — DIAPHRAGM MK. SD -1 DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL - DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL - DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD - DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL -1 DIAPHRAGM MK. SD- I — DIAPHRAGM SPACING! 5 SPA. @ 9-95h"(-) = 49'-0" BRACKET SPACINNG. 19'-7�(g" 19-7�6" 6" 49'-0" 50'- 0" FRAMING PLAN (SPAN 2) SCALE[ %" = 1'-0" 5 b / 19' - 7Y6 " ¢ BEARING = ¢ END DIAPHRAGMS = @ END BRACKETS— END OF BRACKET W40x294x5O'-O" (TYP.) i - Q a DIAPHRAGM MK. SD -1- DIAPHRAGM MK. SD -2 - DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD- I — DIAPHRAGM CONNECTOR MK. SDC -1 DIAPHRAGM PLATE MK. SPL- I DIAPHRAGM MK. SD - DIAPHRAGM CONNECTOR MK. SDC- I DIAPHRAGM PLATE MK. SPL I DIAPHRAGM MK. SD- I — d ID 6" a R. FERTIG CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO UPRR BRIDGE 6 0.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE FRAMING PLAN (SHEET 2 OF 2) DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR MK. SDC -I DESIGNENGINEER MK. SDC -2 CHECK ENGINEER DIAPHRAGM PLATE MK. SPL -2 - - TECHNICIAN DIAPHRAGM MK. SD -2 QC - DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR C MK. SDC- I MK. SDC -2 a FILENAME ...�coP sois.d9� SHEET 5013 DIAPHRAGM PLATE SCALE AS NOTED MK. SPL -2 DATE m 000000000197406 DIAPHRAGM MK. SD -2 DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR MK. SDC -1 MK. SDC -2 DIAPHRAGM PLATE MK. SPL -2 " a B DIAPHRAGM MK. SD -2 Q w DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR MK. SDC -I MK. SDC -2 DIAPHRAGM PLATE MK. SPL -2 DIAPHRAGM MK. SD -2 ---------- - - m -- �.�e END OF BRACKET 6" PROJECT MANAGER R. FERTIG CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO UPRR BRIDGE 6 0.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE FRAMING PLAN (SHEET 2 OF 2) DESIGNENGINEER R. FERTIG CHECK ENGINEER R. GATEMAN TECHNICIAN K. CAPE QC R. KOTAN HDR E°gm-i g,1 FILENAME ...�coP sois.d9� SHEET 5013 SCALE AS NOTED ISSUE DATE DESCRIPTION IPRDJECT NUMBER 000000000197406 2 3 4 5 16 17 8 31'-0" 0. TO 0. DECK PLATE & BALLAST CURB 31'-0" 0. TO 0. DECK PLATE 8 BALLAST CURB HANDRAIL POST 4 SPA. L 7-7" = 30'-4" HANDRAIL POST 4 SPA. @ 7-7" = 30-4" SPACING 4" 4„ SPACING t4' 4" HANDRAIL POST HANDRAIL POST Ij HANDRAIL POSTHANDRAIL POST MK. SHP- MK. SHP-2 (TYP.) W36x135 x 31-0" HANDRAIL POST W36x135 x 31'-0" MK. SHP-2 (TYP.) HANDRAIL POST MK. SHP- MK. SHP- w o MK. SHP- .. .... . .. .... ...... .... _.__ .._ ... ... ... ..... ... ... EDGE OF -,-..----------------....._--___.�...__-......-_._--.__-__-....._--_._---.__-__- ----------- i -. ..- --_a--__--_.-_---_-__-- ^ m}----------------------------------- ECK PLATE ' _. SEE DETAIL SEE DETAIL -- -_ - - _. _._._ _.. _.. _ xm .... ..._ _.. - _.. ..., .. __ --------- _ ...... .... (SIMILAR) ___. __ _ ... _ _. .. --- .... ..._. �m ......... _ M D LPLS/gx89�2" x 31 53A' � � PL5/8x89%p' x 31'-53k"� � _��' f ---- �...WW_-.�.Yd-......-_-__--._....._.-_-_ "�_--. ...�w-wW-- ...�,..._....e�e._._�...-._-__ ____..... WW -...W �� .. �. BUTT DECK PLATES BUTT DECK PLATES TIGHT ( TIP. 1 TIGHT -W-. ._..._..._...-.._............_...__..._...________'__"_ " .........................._..... 3�, ....................................................................................................................................................................._............... _................................................ _.........................__ . PL5/8x3%2" x 10PL5/8x0-3PL/x3%2x 10'-/2" Pl-%X32" x /" 10' PL5/x34%2" x 10-8" ...................................................................................................................................................._........................................._ _ ______ _ . . DETAIL 2 SCALE: 3/4^ = 1'-0" - - ---------------------- PL5/gx 595/8" x 3 I ' - 111/8" ----- ------ NO FIELD NO FIELD PL5/gx 595/8 x 3 I ' - I I %g ----- WELD THIS GAP ONLY WELD THIS GAP ONLY - ......_. ........ _.._..... ........ .. --- ..._.._....... ................ ................ .............. .._... . ...... ................ ----- -- a �^ TEMPORARY BALLAST TEMPORARY BALLAST . . .__.__-_.-._."w "". ----------- .._.Y..Y.e.-._-_-.-.-__-_.-.._.Y..Y.e.-._---"." .._-_.-.._.Y..Y.e.-._-_-.-.-.-_-_._-__._-.-._--w, ," ... ._ ....- RETAINER MK. BR -12 ---- ---- - - --................- - - .............. .._.. --- -0' 8" ------ .. ..... ....... ... ....... ... .... RETAINER MK:. BR -12 - ._, ...... PL5/gx293jg" x 10' 8" PL5/8x293/8" x 10' 8" PLS/gx293� x 10 SI�j6 " �� PL�X29�" x 10' 81� " PLS/gx293�§" x 10' 8 �� PL5/gx29�" x 10'-8" M 'PORT ANGLE _ RETAINER SUPPORT ANGLE MK. RSA -10 a - a r PL5/gx58%g"4�6 - PL5/gx58%g" x 32 4%" - LLAST 5„ - ................................................._. .. ... ._.__ . _ o ... ... -...: - ... .... � - - ----------- - -- 5.. TEMPORARY BALLAST BR -II RETAINER MK. BR -I I m a .. p . .... .... DECK PLATEEDGE OF 3�"DECK PLATE MK. DPL-10ECK PLATE MK. DPL- 10 DECK PLATE MK. DPL- 11 DECK PLATE MK. DPL -11 DECK PLATE MK. DPL -10 DECK PLATE M_K. DPL- 10 ..- - --- .-._--- --- - .... ... - .. --- IN DEC } --- _. _ - — - .. .... __ -_ SCALE. /q = -0 - _ - TYP. TYP. ... _ 3^ TYP. AT HOLES PL5/Bx52/2 x 32'-A6".._. �(8 �i6 ... L%/621/p x 32'-9(6" 6 K PLATES ' BALLAST / " _ _ TEMPORARY BALLAST MK. BR -10 _-- T _ - -- .- -. - _. ---- RETAINER MK. BR-10 -LPLS/gx36 x 10 &" T/-PL6/8x36 x IO 8" PL5Ax36" x I 71Y16 " PL6/gx36 x I' 7�g " p PL5/gx36" x 10' & PL6j'gx36 x 10'-8" - —____ _____ __ _-- -- .......................................... . - - - .. I I ..... - .... ..._ �I PL5Ax89/2' x 33 5 4 .... ... .._. .._._. . _ ..._ ......... PL52gx891/2 x 33 -51/4 - ... .._. ..-- -- --- h ---- -- --- -_-- - SEE DETAIL SEE DETAIL --- - -- - -- - - - ( ( SIMILAR) I j HANDRAIL . ' ..........e ...... . ._.Y..___ ............................................... ....®.__.....__.__._.®.__.._ POST -- --- --`— '-- --- --_ ___ ---- ----- - -------- MK. SHP-I� -Q _ - - -- -- - - HANDRAIL HANDRAIL POS) 1N CONNECTOR HANDRAIL POST HANDRAIL POST CONNECTOR HANDRAIL POST 4 636xl35 x 33'-5%4" MK. SHP-2 (TYP.) PLATE (TYP.) 4" MK. SHP- 1 MK. SHP- 1 4" 1 PLATE (TYP. f MK. SHP-2 ( TYP.) 4" POST W36x135 x 33'-5 MK. SHP-1 B /4" HANDRAIL POST 4 SPA. @ 8'-2�6" = 32'-9%4" 4 SPA. � 8'-2`j6" = 3T-9%4" HANDRAIL POST SPACING SPACING 33-51/4" 0. TO 0. DECK PLATE & BALLAST CURB 33-5%4" 0. TO 0. DECK PLATE 8 BALLAST CURB PLAN - DECK PLATE, CURBS AND HANDRAIL (SPAN 3) PLAN - DECK PLATE, CURBS AND HANDRAIL (SPAN I) SCALE: %4" = 1'-0" SCALE: /4" = 1'-0" HANDRA i -111 MK. SH END ANGLE ASSEMB MK. SEA -I I I I r. I X1111. .,.. 1.. ELEVATION SCALE: %4" = 1'-0" HON En9ineerin9.lnc. — — — ISSUE DATE DESCRIPTION ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 HANDRAIL POST HANDRAIL POS MK.: SHP- 1 MK. SHP- BRACKL MK. SB - ELEVATION SCALE: V4" = 1'-0" wig ruoi lHP- I END ANGLE ASSEMBLY MK. SEA -I CORNERSTONE WINTER PARK HOLDINGS, LLC NOTE: I. SEE SHEET 5019 AND S020 FOR HANDRAIL AND FENCE DETAILS. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE PLAN AND ELEVATION SPANS 1 & 3 k"n[P- SHEET $014 SCALE AS NOTED I A FR HDR Engineering, Inc. — — — ISSUE I DATE HANDRAIL POST HANDRAIL POST MK. SHP-I HANDRAIL POST �MK. SHP-I �MK. SHP-2 I TYPJ W36x135 x 50'-0". � I RETAIN ANGLE TEMPORARY BY RETAINER MK. (TYP.., EACH TEMPORARY BA RETAINER MK. (TYP., 3 TOi HANDRAI MK. SHF HANDRAIL IPOST MK. SH- PLAN - DECK PLATE, CURBS, AND HANDRAIL (SPAN 2) SCALE: Vq" = 1'-0" ROJECT MANAGER R. FERTIG DESIGN ENGINEER R.FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K.CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 ELEVATION SCALE; V4" = 1-0" HANDRAIL POST MK. SHP- 1 CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE PLAN AND ELEVATION SPAN 2 FILENAME ...GOPSOt5.dg� S015 SCALL: AS NOTED ID IB I A W36xl35 CURB @ BRIDGE CHORD W36x135 CURB TEMPORARY BALLAST RETAINER MK. BR -10, BR- 1 I, BR -12, OR BR- 1 3 TYP, AT HOLES RETAINER SUPPORT ANGLE DECK PLS/gx52�2 (SPAN 1, 3) MK. RSA -10, RSA -20, OR BSA 21 DECK PLSAX567/8 1 SPAN 2) SEE DETAIL DECK PL5Ax595h l SPAN I, 3) DECK PLS/8x89/2 ( SPAN 1, 3) DECK PL5/gx36 ( SPAN 1, 3) 5016 5018 (TYP.) DECK PL5/gx60�q (SPAN 2) DECK PLS/gx34%2 1 SPAN I, 3) DECK PL5/8x691/2 (SPAN I, 31 DECK PL5Ax89 ( SPAN 2) DECK PL5AX327/8( SPAN 2) DECK PL MK. DPL- 10, DECK PLS Ax58v8 1 SPAN 1, 3) DECK PL5Ax2933A DECK PLS/8x32T/8 l SPAN 2) DECK PL5Ax89 ( SPAN 2) (FIELD INSTALLED) DPL- I, OR DPL -20 (FILL[ INSTALLED) DECK PL5Ax593/4 (SPAN 2) (FIELD INSTALLED) (FIELD INSTALLED) OUTSIDE OF CONNECTOR PL (TYP.) 6}/2" ......_- ....._L Syr;• • NO DYS• • • • OO 4 :1SIL• • • t] OO,� • • O 00� • • GAPWELDONL00 �r00 BRACKET R. 001 • 00111 OOi 100 • MSPANBI9101 001 001, X100 OR SB -20 001 4 4SPAN 0011 00i 100 2) BRACKET MK. 58-10 I• • ®01 �• • ®O� I• • 001 �00 • •� W36x150 (SPAN 1, 3) 1 SPAN I, 3l W40x294 ( SPAN. 2) 1 TYP. ) OR SB -20 (SPAN 21 DIAPHRAGM MK. SC -I ITYP.I DIAPHGRAM PLATE DIAPHRAGM 2-1" DIA. x 2�2" CONNECTOR MK. BOLTS 1 TYP. 1 SPAN 1, 3 2'-7�/z MK. SPL- 1 ( TYPE 14 SPACES @ 2-6/8" = 35-13/4" SDC -I (TYP.) (FIELD INSTALLED) 2'-7/i' SPAN I, 3 SPAN 2 2'-4'�6" - 35'-77/8' 2 4�6 SPAN 2 UNIT I (SHOP ASSEMBLED)_ UNIT13 (SHOPS ASSEMBL D) UNIT 5 (SHOP ASSEMBLED) UNIT 2 (SHOP ASSEMBLED) UNIT 4 (SHOP ASSEMBLED) J SECTION - ASSEMBLED SPAN AT INTERIOR DIAPHRAGM SCALE: 3/4" = 1-0" NOTES: 1. SAFE LIFTING OF THE SUPERSTRUCTURE UNITS I5. THE REPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL SUBMIT THE LIFTING PLAN FOR EACH UNIT TO THE OWNER'S REPRESENTATIVE AND THE RAILROAD FOR REVIEW. 3. LIFTING LUG DETAILS SHALL BE SHOWN IN THE SHOP DRAWINGS. W36xl35 CURB @ BRIDGE CHORD VI CURB TEMPORARY BALLAST RETAINER MK. BR -10, BR- 1 I, BR- 12, OR BR -13 TYP.6 AT HOLES RETAINER SUPPORT ANGLE DECK PL5/Sx52/2 (SPAN I, 3) MK. RSA -10, RSA -20, OR BSA 21 DECK PL%x567A ( SPAN 2) SEE DETAIL DECK PL5Ax595A ( SPAN 1, 3) 5016 5018 DECK PL%x60%4 (SPAN 2) DECK PL5�x89%2 ( SPAN I, 3) DECK PL5Ax36 ( SPAN 1, 3) (TYP. 1 DECK PL5/8.x34y2 ( SPAN 1, 3) DECK PLSjAx891/p ( SPAN 1, 3) DECK PL5hx89 (SPAN 2) DECK PLS x327 (SPAN 21 /8 DECK PL MK. DPL- 10, DECK PL%x58%8 ( SPAAAN 1, 3) DECK PL5 x293 /8 (SPAN /8 DECK PL5/8x327 2) DECK PLS�x89 (SPAN 2) (FIELD INSTALLED) DPL- 1 I, OR DPL -20 (FIELD INSTALLEU) DECK PL5Ax593/4 (SPAN 2) (FIELD INSTALLED) (FIELD INSTALLED) OUTSIDE OF CONNECTOR PL 1 TYP. ) 61/2^ 1• ®i 01 • ® 0 J. NO FIELD WELD THIS -- OI ® • g. -c 6V2" 00 0O00 ®'0 I O O • O' O O GAP ONLY • 01 O OI 00Ii0 O O �O 0 0 BRACKET MK. SB -10 OR SB -30 O ®� O 0 SPAN 1,3) O O0 10 OR SB -20 0, 0' 01 0 (SPAN 2) BRACKET MK. BE OR SB -30 O •. ® OI 'O W36x150 (SPAN 31 SPAN I, 31 W40x294 (SPAN 2�) (TYP. ) OR SB -20 (SPAN 2lIF IF IF F IF DIAPHRAGM DIAPHRAGM I" DIA. BOLTS (TYP.) x 21/2" DIAPHRAGM CONNECTOR SPAN I, 3 2'-7�/Z MK. SD -2 OR SD -3 ( TYP. ) PLATE MK. SPL -2 (TYP.) (FIELD INSTALLED) 14 SPACES 2'-6%g" = 35'-13/4^ MK. SDC -2 OR SDC -3 (TYP. 1 2'-7�/2" SPAN I, 3 SPAN 2 2'-4%6" 14 SPACES 0 2'-GWG" = 35'-77/8" 2'-4%6' SPAN 2 UNIT I (SHOP ASSEMBLED) UNIT 3 (SHOP ASSEMBLED) UNIT 5 (SHOP ASSEMBLED) UNIT 2 (SHOP ASSEMBLED) UNIT 4 (SHOP ASSEMBLED) SECTION - ASSEMBLED SPAN AT END DIAPHRAGM SCALE: 3/4" = 1'-0" PROJECT MANAGER R. FERTIG GRAND PARK DRIVE UPRR UNDERPASS CN ENGINEER R. FERTIG IN ERASER, COLORADO CHECK cRECK ENGINEER R. GATEMAN CORNERSTONE UPRR BRIDGE 6 0.00 ON MOFFAT TUNNEL SUBDIVISION WINTER PARK SUPERSTRUCTURE ASSEMBLY DETAILS TECHNICIAN K. CAPE QC R. KOTAN HOLDINGS, LLC (SHEET 1 OF 3) H°RE°e`°8B"° 1 AoP_so.s.dg� FILENME ...�c SHEET S016 SCALE AS NOTED ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000197406 2 TEMPORARY DIAPHRAGM CONNECTOR SPAN 1,3 10" MK. SDC -2 SPAN 2 8/8" DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR IVE" DI MK. SDC- I DIAPHRAGM PLATE • 0 MK. SPL -I • O ®® • 11/16" DIA. OOII /16" DIA. 0 0 HOLES ;,TYP.; • • OO • 0f • -r_- OO1 • 00 L 10 001 50115020 III BRACKET MK. SB- 10 ( SPAN 1,3) OR SB -20 (SPAN 2) /4 v W36x 135 K /4 /4 Y4 PL5/8x891/2 ( SPAN I, 3) PL5/Sx89 ( SPAN 2) TYP. Y6 L'--J�l I DIAPHRAGM J W36x150 (SPAN 1,31 OR MK. SD -1 (TYP.) W40x294 ( SPAN 2) ( TYP. SHIPPING CLEARANCE _ 9'-67/16" SECTION — UNIT I SCALE: 3/4" = 1'-0" (AT INTERIOR DIAPHRAGM) DIAPHRAGM MK. SDC -2 f l HDR Engineering, Inc. AT END DIAPHRAGM (PARTIAL SECTION SHOWN) UE DATE DESCRIPTION \3 TYP. T �(6 PL5/8x52/2 ( SPAN I, 3 PL5/8x567/A ( SPAN 2) IPPING CLEARANCE = 8'-2�6" SECTION — UNIT 2 SCALE: 3/4" = 1'-0" (AT INTERIOR DIAPHRAGM) 1 SPAN I, 3 SPAN 2 DIAPHRAGM CONNECTOR • MK. SDC- I • 1/16 " D I A. • HOLES (TYP.) �I J TEMPORARY DIAPHRAGM CONNECTOR L MK. SDC -2 OR SDC -3 " SPAN 2 SPAN 2 6 DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR IVE" DI MK. SDC I DIAPHRAGM PLATE • 0 O • lO 'O 11/16" DIA. I%g" DIA. • HOLES (TYP.) 0 0 O¢ • 10 0f • -r_- 10 DIAPHRAGM 10 MK. SD -2 C4 10 OR SD -3 W36xl50 (SPAN 1,3) OR DIAPHRAGM PLATE W40x294 (SPAN 2) (TYP.) MK. SPL -2 f l HDR Engineering, Inc. AT END DIAPHRAGM (PARTIAL SECTION SHOWN) UE DATE DESCRIPTION \3 TYP. T �(6 PL5/8x52/2 ( SPAN I, 3 PL5/8x567/A ( SPAN 2) IPPING CLEARANCE = 8'-2�6" SECTION — UNIT 2 SCALE: 3/4" = 1'-0" (AT INTERIOR DIAPHRAGM) 1 SPAN I, 3 SPAN 2 DIAPHRAGM CONNECTOR • MK. SDC- I • 1/16 " D I A. • HOLES (TYP.) �I J END END OF DIAPHRAGM PLATE W36xl501SPAN 1,3) OR W40x 294 1 SPAN 2) 1 TYP. IAPHRAGM K. SD -2 OR SD -3 W36x 150 ( SPAN 1,3) OR W4Ox294 (SPAN 2) (TYP.) 5 6 7 & J - - TYP.6 �6 SPAN I, 3 41 " PL5hx595k 1 SPAN12) 8/2" SPAN 3 SPAN 2 43/4' PL5kx60/4 (SPAN WeSPAN 2DIAPHRAGM CONNECTODIAPHRAGM CONNECTOR MK. SDC- I MK. SDC- I DIAPHRAGM PLATE DIAPHRAGM PLATE MK. SPL- I • 0 o, 0 0 • MK. SPL- I 00 X00 D 11/16" DIA. • 11/16" DIA. HOLES ( TYP.) • 00, 00 • HOLES ( TYP. ) • OOI 00 . . O® !00 .. ..............R O O. ®O SHIPPING CLEARANCE 9-91/ 6 M 5020 SECTION — UNIT 4 SCALE: 3/4" = 1'-0" (AT INTERIOR DIAPHRAGM) /9 W36x 135 RETAINER SUPPORT ANGLE 6 PL5/8x58/8 (SPAN I, 3) PL5jgx593/4 ( SPAN 2) Y6 6 TYP. �6 9/8'° SPAN 1,3 81/16 SPAN 2 w h DIAPHRAGM CONNECTOR F MK. SDC- I w 1/16 " DIA. HOLES (TYP.) M � J SHIPPING CLEARANCE = 8-2�6" SECTION — UNIT 3 SCALE: 3/4" = 1'-0" (AT INTERIOR DIAPHRAGM) DIAPHRAGM CONNECTOR MK. SDC- I (MK. SDC -2 AND SDC -3 SIMILARI TOP OF BEAM W36x150 (SPAN 1,3) OR W40x294 ( SPAN 2) (TYP. iq" DIA. BOLTS SECTION I SCALE: I" = 1'-0" - - ROJECT MANAGER R. FERTIG DESIGN ENGINEER R.FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE GIC R.KOTAN PROJECT NUMBER 000000000197406 G DIAPHRAGM DIAPHRAGM MK. SD -I (MK. SDC -2 AND SDC -3 SIMILAR) TOP OF BEAM W36xl50(SPAN 1,3) OR W40x294 (SPAN 2) (TYP. _ BRACKET MK. S OR MK. SB -3 (SPAN I, 3) -- OR SB -2 (SPAN I I - 3/4" DIA. BOLTS SECTION //J1 SCALE:. I" = 1'-0" TYP.6 �6 SPAN I, 3 pL5/gx89}/p (SPAN I, 3 SPAN 2 A6" pL%x89 (SPAN D I DIAPHRAGM CONNECTOR MK. SDC- I /16" DIA. HOLES (TYP.) Y4 BRACKET MK. SB -10 ( SPAN 1,3) OR SB -20 (SPAN 2) W36x150 (SPAN 1,31 OR DIAPHRAGM W40x294 (SPAN 2) ( TYP. ) MK. SD -1 ( TYP. ) SHIPPING CLEARANCE - 9'-67/6" END of DIAPHRAGM � PLATE SECTION — UNIT 5 SCALE: 3/4" = 1'-0" B (AT INTERIOR DIAPHRAGM) P DIAPHRAGM (= � BRACKET) I - I - 3/4" DIA. BOLTS SECTION K SCALE:. I" = 1-0" - - CORNERSTONE WINTER PARK HOLDINGS, LLC H DIAPHRAGM DIAPHRAGM PLATE MK. SPL- I (MK. SPL -2 5h" DECK 23/4 23/q SIMILAR) OR OF PLATE TOP OF EAM DIAPHRAGM CONNECTOR BEAM MK. SDC- I (MK. SDC -2 AND SDC -3 SIMILAR) W36xl50 (SPAN 1,3) OR -- W40x294 (SPAN 2) (TYP.)-,,, A I" DIA. BOLTS -3/4' DIA. BOLTS SECTION( SCALE: I" = 1'-0" GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE ASSEMBLY DETAILS (SHEET 2 OF 3) FI,ENAME ...AGDP-SO17.dgn SHEET 5097 SCALE AS NOTED TEMPORARY BALLAST RETAINER L SPAN I, 3 SPAN I, 3 5" " SPAN 2 SPAN 2 6 DIAPHRAGM CONNECTOR DIAPHRAGM CONNECTOR MK. SDC -I C MK. SDC I DIAPHRAGM PLATE • MK. SPL- I O • Ot 11/16" DIA. I%g" DIA. • HOLES (TYP.) HOLES (TYP.)) • O f • O¢ • OG 0f • -r_- END END OF DIAPHRAGM PLATE W36xl501SPAN 1,3) OR W40x 294 1 SPAN 2) 1 TYP. IAPHRAGM K. SD -2 OR SD -3 W36x 150 ( SPAN 1,3) OR W4Ox294 (SPAN 2) (TYP.) 5 6 7 & J - - TYP.6 �6 SPAN I, 3 41 " PL5hx595k 1 SPAN12) 8/2" SPAN 3 SPAN 2 43/4' PL5kx60/4 (SPAN WeSPAN 2DIAPHRAGM CONNECTODIAPHRAGM CONNECTOR MK. SDC- I MK. SDC- I DIAPHRAGM PLATE DIAPHRAGM PLATE MK. SPL- I • 0 o, 0 0 • MK. SPL- I 00 X00 D 11/16" DIA. • 11/16" DIA. HOLES ( TYP.) • 00, 00 • HOLES ( TYP. ) • OOI 00 . . O® !00 .. ..............R O O. ®O SHIPPING CLEARANCE 9-91/ 6 M 5020 SECTION — UNIT 4 SCALE: 3/4" = 1'-0" (AT INTERIOR DIAPHRAGM) /9 W36x 135 RETAINER SUPPORT ANGLE 6 PL5/8x58/8 (SPAN I, 3) PL5jgx593/4 ( SPAN 2) Y6 6 TYP. �6 9/8'° SPAN 1,3 81/16 SPAN 2 w h DIAPHRAGM CONNECTOR F MK. SDC- I w 1/16 " DIA. HOLES (TYP.) M � J SHIPPING CLEARANCE = 8-2�6" SECTION — UNIT 3 SCALE: 3/4" = 1'-0" (AT INTERIOR DIAPHRAGM) DIAPHRAGM CONNECTOR MK. SDC- I (MK. SDC -2 AND SDC -3 SIMILARI TOP OF BEAM W36x150 (SPAN 1,3) OR W40x294 ( SPAN 2) (TYP. iq" DIA. BOLTS SECTION I SCALE: I" = 1'-0" - - ROJECT MANAGER R. FERTIG DESIGN ENGINEER R.FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE GIC R.KOTAN PROJECT NUMBER 000000000197406 G DIAPHRAGM DIAPHRAGM MK. SD -I (MK. SDC -2 AND SDC -3 SIMILAR) TOP OF BEAM W36xl50(SPAN 1,3) OR W40x294 (SPAN 2) (TYP. _ BRACKET MK. S OR MK. SB -3 (SPAN I, 3) -- OR SB -2 (SPAN I I - 3/4" DIA. BOLTS SECTION //J1 SCALE:. I" = 1'-0" TYP.6 �6 SPAN I, 3 pL5/gx89}/p (SPAN I, 3 SPAN 2 A6" pL%x89 (SPAN D I DIAPHRAGM CONNECTOR MK. SDC- I /16" DIA. HOLES (TYP.) Y4 BRACKET MK. SB -10 ( SPAN 1,3) OR SB -20 (SPAN 2) W36x150 (SPAN 1,31 OR DIAPHRAGM W40x294 (SPAN 2) ( TYP. ) MK. SD -1 ( TYP. ) SHIPPING CLEARANCE - 9'-67/6" END of DIAPHRAGM � PLATE SECTION — UNIT 5 SCALE: 3/4" = 1'-0" B (AT INTERIOR DIAPHRAGM) P DIAPHRAGM (= � BRACKET) I - I - 3/4" DIA. BOLTS SECTION K SCALE:. I" = 1-0" - - CORNERSTONE WINTER PARK HOLDINGS, LLC H DIAPHRAGM DIAPHRAGM PLATE MK. SPL- I (MK. SPL -2 5h" DECK 23/4 23/q SIMILAR) OR OF PLATE TOP OF EAM DIAPHRAGM CONNECTOR BEAM MK. SDC- I (MK. SDC -2 AND SDC -3 SIMILAR) W36xl50 (SPAN 1,3) OR -- W40x294 (SPAN 2) (TYP.)-,,, A I" DIA. BOLTS -3/4' DIA. BOLTS SECTION( SCALE: I" = 1'-0" GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE ASSEMBLY DETAILS (SHEET 2 OF 3) FI,ENAME ...AGDP-SO17.dgn SHEET 5097 SCALE AS NOTED SOLE PLATE � BRIDGE CHORD BEARING PAD MK. SBP —5 (PLACE WITH SOLE PL MK. SSP -5E) SEE (ABLE (HIS SHEEI BEARING ASSEMBLY DETAIL SCALE: 3/4" = I'-0" TYP.6 12 6 12 @ BRIDGE CHORD 8 PIER TYP.) u inn ��.� h� �.��.. .,,.� �� ,,,,� n�� .��.. �.,� �„�,� ... .,SP -2E), BEARING PAD MK. SBP -4 (PLACE WITH SOLE PL MK. SSP -4F1 OR BEARING PAD MK:. SBP -6 (PLACE WITH SOLE PL MK. SSP -6E) SHIM PI (TYP SEE TABLE T SHEET FOR L. M S PIER I BRIDGE CHORD PLAN AT PIER (PIER 2 LAYOUT SHOWN, PIER 3 SIMILAR) SCALE a 3/q" = 1'-0" @ BRIDGE CHORD 8 ABUTMENT FILL GAP IN FIELD WITH CY CARLISLE CCW -201 POLYURETHANE SEALANT PER MANUFACTURER'S INSTRUCTIONS (TYP.). COVER WITH %q"xlly2" PROTECTIVE PAD IMMEDIATELY PROTECTIVE PAD AFTER APPLICATION. DECK PLATE HOLE IN DECK PLATES MK. DPL -10, DPL— 1 1, AND DPL -20 I" GAP BETWEEN PLATES I" BEAM DETAIL A SCALE: 3" = 1'-0" 5016 VI8 HON En9ineerin9. Inc. — — — ISSUE DATE DESCRIPTION SHIM PLATE TABLE BEAM ABUT. #I ABUT. 94 1 MK. SP— I MK. SP —8 2 MK. SP -2 MK. SP —8 3 MK. SP -2 MK. SP —7 4 MK. SP -3 MK. SP—7 5 MK. SP -3 MK. SP—6 6 MK. SP -4 MK. SP —6 7 MK. SP -4 MK. SP -5 8 MK. SP -5 MK. SP -5 9 MK. SP -5 MK. SP -4 10 MK. SP -6 MK. SP -4 11 MK. SP -6 MK. SP -3 12 MK. SP -7 MK. SP -3 13 MK. SP -7 MK. SP -2 14 MK. SP -8 MK. SP -2 15 1 MK. SP -8 MK. SP—I NOTE: SEE SHEET 5022 FOR DETAILS PROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 ID 294 (TYP. ) C SOLE PLATE MK. SSP -6E x150 (TYP.) IB 0 ( TYP. 1 PLAN AT ABUTMENTS STEEL BEAMZ1-2-13/4" DIA.. HEAVY HEX NUTS SCALE: 3/q" = 1'-0" NOTE'. I. ANCHOR RODS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. STD. r A WROUGHT o z WASHER CAST—IN—PLACE ANCHOR ROD MK. SAR—I SECTION N SCALE: 1V2" GRAND PARK DRIVE UPRR UNDERPASS CORNERSTONE IN ERASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION WINTER PARK SUPERSTRUCTURE �SHEE 3 OF ASSEMBLY DETAILS HOLDINGS, LLC RENAME oI8.d9 SHEET SCALE AS NOTED S018 i HANDRAIL POST MK. SH TOP OF HSS TIP. AT ENDS POST ( TIP. AT 6 INTERIOR POSTS)6 1 C :S 4 HSS2x2 x 1/6 HANDRAIL SHOP SPLICE IAS REQUIRED E POST HANDRAIL POST MK. SHP-1 HANDRAIL POST MK. SHP TOP OF HSS TIP. AT ENDS. POST ORT AT �6 INTERIOR POSTS) �6 1 FACE OF ABUTMENT tt BACKWALL f� HDR Engineering, Inc. w FACE OF OUTSTANDING LEG ( TYP. ) HSS2x2 x 3/6 HANDRAIL ASSEMBLY FOR SPAN 2 SCALE: /2" = 1'-0" HANDRAIL SHOP SPLICE �AS REQUIRED POST END ANGLE ASSEMBLY MK. SEAL (AT ABUTMENTS) W36x 135 W36x135 W36x135 HANDRAIL POST WELDED WIRE MESH MK. SLIP -2 ( TYP. ) HANDRAIL POST x 3'-6" WIDE (TYP. WELDED WIRE MESH MK. SHP-2 ( TYP. ) 7'-5 /4" (RIGHT) 8'-0 W6"( LEFT) FACE OF OUTSTANDING 7-8 3q" (RIGHT) 8-4 1/16"( LEFT) 2'x2" X0.185' DIA. LEG ( TYP. ) 2" I 31'-0" (RIGHT) 2 x 3'-6' WIDE (TYP. 4 SPA. @ 7'-7" = 30'-4" (RIGHT) 4" 50'-0" ( LEFT) T PIER # 3 33-5%4" ( LEFT) r6 PIER u 2 4 SPA. 0 8'-2Y6" = 32-91/4" (LEFT) 49,_4" 31'-0" 0. TO 0. HANDRAIL (RIGHT) 8-q71" 25-4V4" 17-5VIG" 50'-0" 0. TO 0. HANDRAIL HANDRAIL POST MK. SHP TOP OF HSS TIP. AT ENDS. POST ORT AT �6 INTERIOR POSTS) �6 1 FACE OF ABUTMENT tt BACKWALL f� HDR Engineering, Inc. w FACE OF OUTSTANDING LEG ( TYP. ) HSS2x2 x 3/6 HANDRAIL ASSEMBLY FOR SPAN 2 SCALE: /2" = 1'-0" HANDRAIL SHOP SPLICE �AS REQUIRED POST END ANGLE ASSEMBLY MK. SEAL (AT ABUTMENTS) HANDRAIL ASSEMBLY FOR SPAN I & SPAN 3 SCALE: %2" = 1'-0" HANDRAIL POST MK. SHP-( TYP. ) �H552x2x�6 HANDRAIL POST �HSS2x2x 3/6 OST MK. SHP2 HANDRAIL P(TYP.) MK. SHP-2 ( TYP. ) HSSb2x3/6 HANDRAIL POST //— MK. SLIP -2 ( TYP. ) W36x 135 W36x135 W36x135 HANDRAIL POST WELDED WIRE MESH MK. SLIP -2 ( TYP. ) 2'x2" x 0.185" DIA. x 3'-6" WIDE (TYP. MITI 7'-5 /4" (RIGHT) 8'-0 W6"( LEFT) FACE OF OUTSTANDING 7-8 3q" (RIGHT) 8-4 1/16"( LEFT) LEG ( TYP. ) 2" I 31'-0" (RIGHT) 2 50'-0" (RIGHT) 2 4 SPA. @ 7'-7" = 30'-4" (RIGHT) 4" 50'-0" ( LEFT) T PIER # 3 33-5%4" ( LEFT) r6 PIER u 2 4 SPA. 0 8'-2Y6" = 32-91/4" (LEFT) 31'-0" 0. TO 0. HANDRAIL (RIGHT) HANDRAIL ASSEMBLY FOR SPAN I & SPAN 3 SCALE: %2" = 1'-0" HANDRAIL POST MK. SHP-( TYP. ) �H552x2x�6 HANDRAIL POST �HSS2x2x 3/6 OST MK. SHP2 HANDRAIL P(TYP.) MK. SHP-2 ( TYP. ) HSSb2x3/6 HANDRAIL POST //— MK. SLIP -2 ( TYP. ) SPAN 3 UE DATE DESCRIPTION ROJECT MANAGER R. FERTIG DESIGN ENGINEER D. ALLARD CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PRDJECT NUMBER 000000000197406 SPAN 2 HANDRAIL LAYOUT SCALE: Y6" = 1'-0" SPAN I ACE OF BUTMENT n I ACKWALL CORNERSTONE WINTER PARK HOLDINGS, LLC ID 4" HSS2X2xyG G HANDRAIL SHOP SPLICE SCALE: 3" = 1'-0" C 6 MBAR 111/i x 111/, x 0'-3 HSS2x2A/j6 J ANO WELD 1/2" 1" 6" TO FACE OF HANDRAIL POST MK. SHP-2 HANDRAIL FIELD SPLICE SCALE: 3" = 1'-0" GRIND ANY HSS2x2x3/6 �8 ROUGH EDGES ve" BAR 13/4x13/4 x 0/8" B 3h" DIA. VENT HOLE OUT TO OUT OF HANDRAIL END CLOSURE DETAIL SCALE: 3" = 1'-0" NOTES. I. TWO FIELD SPLICES PER HANDRAIL REQUIRED FOR SPAN 2. 2. FOR HANDRAIL MATERIAL SPECIFICATIONS, SEE GENERAL NOTES, SHEET S002. 3. WELDED WIRE MESH SHALL CONFORM TO ASTM F2453 AND SHALL BE GALVANIZED AFTER FABRICATION. 4. AFTER WELDING THE WIRE MESH TO THE MESH ATTACHMENT BAR, RESTORE GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. THE MESH SHALL BE PAINTED A COLOR ACCEPTABLE TO THE OWNER. A MOCK-UP SHALL BE PROVIDED TO THE OWNER FOR APPROVAL. 6. LEAVE THE MESH UNPAINTED WHERE WELDS WILL BE REQUIRED, AND PAINT THOSE AREAS AFTER WELDING. 7. PREPARATION OF THE SURFACES TO BE PAINTED SHALL BE ACCORDING TO THE PAINT MANUFACTURER'S RECOMMENDATIONS. 8. AS AN ALTERNATIVE TO THE WELDED WIRE MESH OPTION SHOWN, THE CONTRACTOR MAY SUBMIT A STEEL PICKET OPTION, USING 1/2" SQUARE BARS SPACED AT 2/2" AND MEETING THE REQUIREMENTS OF A588, FOR APPROVAL. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION HANDRAIL AND FENCE DETAILS (SHEET 1 OF 2) - ...SMF soi9.d- SHEET AS NOTED S019 IA W36x 135 W36x135 W36x135 MITI I 2" I 31'-0" (RIGHT) 2 50'-0" (RIGHT) 2 31-0" (RIGHT) 2" 33-51/4" ( LEFT) 50'-0" ( LEFT) T PIER # 3 33-5%4" ( LEFT) r6 PIER u 2 SPAN 3 UE DATE DESCRIPTION ROJECT MANAGER R. FERTIG DESIGN ENGINEER D. ALLARD CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PRDJECT NUMBER 000000000197406 SPAN 2 HANDRAIL LAYOUT SCALE: Y6" = 1'-0" SPAN I ACE OF BUTMENT n I ACKWALL CORNERSTONE WINTER PARK HOLDINGS, LLC ID 4" HSS2X2xyG G HANDRAIL SHOP SPLICE SCALE: 3" = 1'-0" C 6 MBAR 111/i x 111/, x 0'-3 HSS2x2A/j6 J ANO WELD 1/2" 1" 6" TO FACE OF HANDRAIL POST MK. SHP-2 HANDRAIL FIELD SPLICE SCALE: 3" = 1'-0" GRIND ANY HSS2x2x3/6 �8 ROUGH EDGES ve" BAR 13/4x13/4 x 0/8" B 3h" DIA. VENT HOLE OUT TO OUT OF HANDRAIL END CLOSURE DETAIL SCALE: 3" = 1'-0" NOTES. I. TWO FIELD SPLICES PER HANDRAIL REQUIRED FOR SPAN 2. 2. FOR HANDRAIL MATERIAL SPECIFICATIONS, SEE GENERAL NOTES, SHEET S002. 3. WELDED WIRE MESH SHALL CONFORM TO ASTM F2453 AND SHALL BE GALVANIZED AFTER FABRICATION. 4. AFTER WELDING THE WIRE MESH TO THE MESH ATTACHMENT BAR, RESTORE GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. THE MESH SHALL BE PAINTED A COLOR ACCEPTABLE TO THE OWNER. A MOCK-UP SHALL BE PROVIDED TO THE OWNER FOR APPROVAL. 6. LEAVE THE MESH UNPAINTED WHERE WELDS WILL BE REQUIRED, AND PAINT THOSE AREAS AFTER WELDING. 7. PREPARATION OF THE SURFACES TO BE PAINTED SHALL BE ACCORDING TO THE PAINT MANUFACTURER'S RECOMMENDATIONS. 8. AS AN ALTERNATIVE TO THE WELDED WIRE MESH OPTION SHOWN, THE CONTRACTOR MAY SUBMIT A STEEL PICKET OPTION, USING 1/2" SQUARE BARS SPACED AT 2/2" AND MEETING THE REQUIREMENTS OF A588, FOR APPROVAL. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION HANDRAIL AND FENCE DETAILS (SHEET 1 OF 2) - ...SMF soi9.d- SHEET AS NOTED S019 IA 2 3 4 5 6 7 8 W36x135 BALLAST CURB RACK SIDE TRACK SIDE TOP TRACK SIDE MESH ATTACHMENT 8 BOTTOM �8 /8 /2 MIN. LENGTH HANDRAIL POST BAR T x11 x 0'-3" WELDED WIRE MESH WELDED WIRE MESH PANEL4POST WELDED WIRE MESH PANEL 2" x 2" x 0. 185" DIA. — �8 TO TWO VERT. WIRES MK. SHP-2 ----'— ORIENT MESH SO HORIZONTAL WIRES ARE TOWARD TRACK 1 OF LEG OF POST ¢ POST cam— — -- c�------� —m TRACK SIDE pIM. A I HSS2 x 2 p PLAN — HANDRAIL M WELD VERTICAL WIRES TO BAR 1 6 (TYP.) HAND1-6HSS2 x 2 SEE SECTION HANDRAIL MESH ATTACHMENT MK. BAR 7/Bx1�/Z x0'-3" WELDED WIRE MESH PANEL /8" HANDRAIL PLANSECTION THRU END POST SECTION THRU HANDRAIL SECTION THRU INTERIOR POST (TOP 8 BOTTOM RAILS( MESH ATTACHMENT DETAILS L POST MK. SHP-1 HANDRAIL POST TOP OF SCALE: 3" = 1'-0" ATTACHED (SHOP CURe135 TOP OF HANDRAIL DIMENSION TABLE CONNECTOR TOP OF N PLATE CONNECTOR PLATE _ MESH LOCATION PANEL DIM. A DIM. B DIM. C DIM. D DIM. E = LENGTH TOP OF W36x135 W36x135 CURB BEAM 0 Q "' „ SPAN 8 3 RT. T'-6" 2" 4" 11" 8" 93 " PL/2x8 x 2'-11Y2" SPAN I p 3 LT, 8'-2" 1'-2111 1 15 " 1'-13 " (CONNECTOR PLATE) SPAN 2, RT. 8 LT. 8'-2" I '- 21Y6 I IT " 1'-15 " C MESH PANEL LENGTH IS THE DISTANCE BETWEEN EXTERIOR VERTICAL WIRES (CENTER TO CENTER) PLy2x3Y2 x 2-11Y2" CONNECTOR PLATE 5A" DIA. x 2" BOLTS '. 4 POST = CONNECTOR PLATE END OF SPAN ELEVATION END VIEW END HANDRAIL POST SCALE: 3/4" = 1'-0" UE DATE DESCRIPTION REJECT MANAGER R.FERTIG DESIGN ENGINEER D. ALLARD CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 " DIA. x 13/4" BOLTS CONNECTOR PLATE SECTION M SCALE: I" = 1'-0" 5017 5020 C. TO C. POST SPA. C. TO C. POST HANDRAIL POST MK. SHP-2 (TYP.) HSS2x2x3�6 g. MESH ATTACHMENT BAR HANDRAIL MESH ATTACHMENT BAR (TYP. I ( TYP. I 3 SPA.. @ 2'-0" = 6'-0" DIM. D DIM. C 3 SPA. v 2-0" _ MESH ATTACHMENT BAR LAYOUT SCALE: I" = 1'-0" CORNERSTONE WINTER PARK HOLDINGS, LLC HANDRAIL POST MK. SHP- 1 DIM. E GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION HANDRAIL AND FENCE DETAILS (SHEET 2 OF 2) =..lGDP S020.dq, SHEET AS NOTED S020 IB I A i 1'-1" 2" DIA. HOLE o ¢ 11/16" DIA. HOLES PLy2x26 x 2-2" II II 13/4" ,3 -4Z2" 13/4" 2'-2" DIAPHRAGM PLATE MK. SPL -1 SCALE: 3/4" = 1'-0" 23/" 23 ^ W30x90 x 2'-6"-\ W30x90 x 2' I'-6" DIA. HOLI 141 I 1'-3" DIA. HOLE # PLY2x26 x 2'-3Y2" 11/16" DIA. HOLES 2' - DIAPHRAGM PLA SCALE: 3/4" �Clig.6 " DIA. HOLES DIAPHRAGM MK. SQ -1 PLY2x28/4" SCALE: 3/4" 1'-0" DIAPHRAGM MK. SQ -3 SCALE: 3/4" = I-0" 23/ 21/4 90" (SB -10) 86"34'35" (SB 3O) a I-23/4„ 1'-23/q" DIAPHRAGM MK. SQ -2 SCALE: 3/4" = 1'-0" THREADS 5" 13/4" DIA. 111 1111 II" SWEDGE STD. WROUGHT WASHER 2-13/4" DIA. HEAVY HEX. NUTS ANCHOR ROD MK. SAR- 1 (GALVANIZE AFTER FABRICATION) NO SCALE L3x3x/4 x Y2" BENT PLY4x6Y2 > fm� HDR Engineering, 1— W, " OTA. H01 FS PLY2x9 x 2 UE DATE DESCRIPTION � 1Y6 " HOLES I OYS" 1'-91/16" ..,�.„ 9716' BRACKET MK. SB -10 AND SB -30 SCALE: 3/4" = I'-0" ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 000000000197406 LATE F -7Y4 II 5 10LES )P OF NT PLATE L PLAN I b E 4 - 1� " DIA. HOLES POST ELEVATION ANGLE ASSEMBLY MK" SEA -1 SCALE: 3/4" = 1'-0" PL!/2x9 x 2'-6" 4I- - i- HO" DIA. a ES—' — 13/4" j 3 " 23/" 9„ BRACKET MK. SB -20 SCALE: 3/4" = 1'-0" IA. 1-51y15 " zc..� .. -511{6 " LATE 1'-4" 5 x 4-6/4 u " DIA. Hi HANDRAIL POST MK. SHP- 1 SCALE: 3/4" = 1'-0" 74 74 � -t a a� 23/4 23/4" ¢ 1716" DIA. HOLES PL3/4x10 x 2-6--- t -6" # -- PL/2x4/2 x 2'-6"---"- — 3Y2" 115 " DIA. HOLES DIAPHRAGM CONNECTOR MK. SDC -3 SCALE: 3/4" = 1'-0" CORNERSTONE WINTER PARK HOLDINGS, LLC CLIP 1/2" x IY2" @ 2716" SO. HOLES r6 13/15 " DIA. HOLE 21/16" SO. HOLE CLIP 112" x IY2"_ TYP. ) IY2" x 1/2" .1 HANDRAIL POST MK. SHP- 2 SCALE: 3/4" = 1'-0" ID x 4-6Y4" I )IA. HOLES 3" x 3" T p 1716" DIA. HOLES CLIP 23/4" 23/4" WT8x44.5 x 2'-6" ++ + _ I 16 " DIA. HOLES DIAPHRAGM CONNECTOR MK" SDC -1 SCALE: 3/4" = 1'-0" q 111/g" DIA. HOLES 7 23/^ 23/4" - WT5x34 x 2'-6"-----" t M 3/2 1 DIA. HOLES DIAPHRAGM CONNECTOR MK. SDC -2 SCALE: 3/4" = I'-0" GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE PIECE MARK DETAILS (SHEET 1 OF 4) FI,ENAP, ...AGDP-S021.dg, SHEES02T SCALE AS NOTED I IB I A 2 3 15-4ic" 3/4" A: 2'-45/8"1-I 4 SPACES @ 2-6%" 2-1%" 5" ------ �------$----------------- ------- @ 2/8" DIA. HOLES PL lygxl2 x 15-46" SOLE PLATE MK" SSP -IF SCALE: 3/4" = 1'-0" IF'-dQ(r" 2'- 45h"(-) 4 SPACES @ 2-6%" ----- ------ _V _ _ -- _ _ _ _ _ _ —.—.—.— ------- 9 --- .—.-------------- .—.—.—.—. 2'-71/9"(-) 4 5 4$ 6 23-0/q" S @ 2- 7 -------- -------$------------- -$--------- — ------ 8 — ----- —--- ------ vq 21/8" DIA. HOLES PL lygxl2 x 23-0y4" SOLE PLATE MK" SSP -2F SCALE: 3/4" = 1'-0" 5" 2'-1�6" 7 SPACES @ 2'-GW6" 2-45/8"(-I 3yq" `^ Al-ly8x12 J ------ �------$----------------- ------- @ 2/8" DIA. HOLES PL lygxl2 x 15-46" SOLE PLATE MK" SSP -IF SCALE: 3/4" = 1'-0" IF'-dQ(r" 2'- 45h"(-) 4 SPACES @ 2-6%" ----- ------ _V _ _ -- _ _ _ _ _ _ —.—.—.— ------- 9 --- .—.-------------- .—.—.—.—. 2'-71/9"(-) 4 5 4$ 6 23-0/q" S @ 2- 7 -------- -------$------------- -$--------- — ------ 8 — ----- —--- ------ vq 21/8" DIA. HOLES PL lygxl2 x 23-0y4" SOLE PLATE MK" SSP -2F SCALE: 3/4" = 1'-0" 5" 2'-1�6" 7 SPACES @ 2'-GW6" 2-45/8"(-I 3yq" `^ Al-ly8x12 J ----- ------ _V _ _ -- _ _ _ _ _ _ —.—.—.— ------- 9 --- .—.-------------- .—.—.—.—. 2'-71/9"(-) 4 5 4$ 6 23-0/q" S @ 2- 7 -------- -------$------------- -$--------- — ------ 8 — ----- —--- ------ vq 21/8" DIA. HOLES PL lygxl2 x 23-0y4" SOLE PLATE MK" SSP -2F SCALE: 3/4" = 1'-0" 5" 2'-1�6" 7 SPACES @ 2'-GW6" 2-45/8"(-I 3yq" `^ Al-ly8x12 vq 21/8" DIA. HOLES PL lygxl2 x 23-0y4" SOLE PLATE MK" SSP -2F SCALE: 3/4" = 1'-0" 5" 2'-1�6" 7 SPACES @ 2'-GW6" 2-45/8"(-I 3yq" `^ Al-ly8x12 J I$03 1Y16 " ----- ------- - ---- - .—.—.—.—._.—_—.—..—.—.—._.—.—.—..—.—.—.—.---------- &-.—.—.—.—._.—.------ ------ ------ ------- .—.—.—.—. — ¢ 2y8" x 3%2" SLOTTED HOLES J `^ Al-ly8x12 J I$03 1Y16 " x I5' -4W6" 3/4" SOLE PLATE MK. SSP -IE 1116 " 25' 25., 5/g" SCALE: 3/4" = 1'-0" MK. H-6 y2" 15-5y4"(-) 7/6" MK. SP -8 K. CAPE 4 SPACES @ 2'-6y8" 2-1/2" 4y2" 4y2" 2'-I/2" HON Engine"ring, Inc. M ENAME ,Go1_1-11-, -$- - - - - - - - - -0- - - - - - - - -$- SCALE AS NOTED ISSUE DATE DESCRIPTION IPRDJECT NUMBER 000000000197406 2/8" DIA. HOLES J \ PL lygxl2 x I5—Syq" SOLE PLATE MK" SSP -3F SCALE: 3/4" = 1'-0" 2'-73h" 2-6/2" 2'-57/8" 2-6y2" 2'-5%g" 2'-17/8" A6" 4115 03°25'25" " ( TYP. 1 2/8" x 3y2" SLOTTED HOLES PL lygxl2 x 23'-Oyq" SOLE PLATE MK" SSP -2E SCALEo 3/q" = I-0" 22-115A"l-I -$- - - - - - - - -$- - - - - - - - -$- - - - - - - - - $- - - - - - - - - �- - - - - - - — ¢ 2y8" DIA. HOLES \ PLlygx 12 x 22'-IIS/g" SOLE PLATE MK" SSP -4F SCALE: 3/4" = I'-0" 22- 115/8" 2'-17f8" 2-57%8" 2-6/2" 2'-57/8" 2-6/2" 2'-57/8" 2-6/2" 2'-57/8" 2-63/4" DIMENSIONS PIECE MARK T I$03 1Y16 " MK. SP -2 3/4" MK. SP -3 1116 " 25' 25., 5/g" MK. SP -5 MK. H-6 y2" MK. SP -7 7/6" MK. SP -8 K. CAPE l TYP. 1 @ 2y8" x 3/2" SLOTTED HOLESJ Lw `� 2yg" x 3y2" SLOTTED HOLES PLI/gx12 x 15'-57/8^ ,- L VEIL IyBx 12 x 22'-115/8" SOLE PLATE MK" SSP -5E BEAM= SHIM PL SOLE PLATE MK" SSP -6E SCALE: 3/4" - 1,_0" 6g�n � '5/8" SCALE: 3/4„ = 1,_0" r6 BEARING 0" _ PL T x 12x 1 i SEE TABLE THIS SHEET FOR 'T' DIMENSIENSI ONS. SEE SHEET 5018 FOR LAYOUT SECTION 0 SCALE: 1/2" = I'-0" SHIM PLATE SCALE: ly2" = 1'-0" SHIM PLATE DIMENSIONS PIECE MARK T MK. SP -1 1Y16 " MK. SP -2 3/4" MK. SP -3 1116 " MK. SP -4 5/g" MK. SP -5 MK. H-6 y2" MK. SP -7 7/6" MK. SP -8 K. CAPE IB PROJECT MANAGER R. FERTIG CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO UPRR BRIDGE 6 0.00 ON MOFFAT TUNNEL SUBDIVISION SUPERSTRUCTURE PIECE MARK DETAILS (SHEET 2 OF 4) CN ENGINEER R. FERTIG CHECK cHEGK ENGINEER R. GATEMAN TECHNICIAN K. CAPE QC R. KCTAN HON Engine"ring, Inc. ENAME ,Go1_1-11-, SHEET 5022 SCALE AS NOTED ISSUE DATE DESCRIPTION IPRDJECT NUMBER 000000000197406 I 1 5' - 4% 2'-45/8"(-I 4 SPACES @ 2-6�6." — --- ----------- —---------- 0 2/8" DIA. HOLES BEARING PAD MK" SBP -1 SCALE: 3/4" = 1'-0" 15'-5%4"(-) 2-7/2"(-) 4 SPACES @ 2'-61/8" .---.—.—. .—.—.—.—.$. ----.-----.------�--.— 2V8" DIA, HOLES BEARING PAD MK. SBP -3 SCALE:. 3/4" = 1'-0" S 2'-116,. 51, 37/8" I" POLYURETHANE BEARING PAD (90 DUROMETER) 2'-1/2" 4/2" 4y2" I" POLYURETHANE BEARING PAD (90 DUROMETER) BEARING PAD MK" SBP -5 SCALE: 3/4" = 1'-0" 20 SPA. @ 6" = 10-0" 4' I5WL " DIA. HOLES \—PL /2x307/8 x 10'-8" 10'-8" DECK PLATE MK" DPL -10 SCALE: 3/4" = 1'-0" 19 SPA.. @ 6" = 9'-6" 3" --- %" DIA. HOLES \—PL %2x30 x 10'-0" 101-011 DECK PLATE MK. DPL -20 SCALE: 3/4" = 1'-0" UE DATE DESCRIPTION m 4 1 5 1 b 1 1 23-01/4" 2'-17/6" 7 SPACES @ 2-61k" 2'- 45k" - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - -- ---- - -- -----------------$-------------- -$---------------- $ ----- — —--------$-------- - — - — �¢ 2yg" DIA. HOLES BEARING PAD MK. SBP -2 POLYURETHANE BEARING PAD (90 DUROMETER) SCALE: 3/4" = 1'-0" 22-1It " M D —«---------- — — — — — — — — ------ 0 — —------------------ — — —. — — — — 2Yg" DIA. HOLES BEARING PAD MK. SBP -4 POLYURETHANE BEARING PAD (90 DUROMETER) SCALE: 3/4" = I'-0" or_ i I5/," T-IT/8" 2'-53/8" 2'-6Y2" 2-ST/g" 2'-6/2" 2-5T/8" 2 -6/2" 2'-5T/8" 2'-63/4„ 4" 21 SPA. @ 6" = 10'-6" 2/2" 2Yg" DIA. HOLES BEARING PAD MK. SBP -4 POLYURETHANE BEARING PAD (90 DUROMETER) SCALE: 3/4" = I'-0" or_ i I5/," T-IT/8" 2'-53/8" 2'-6Y2" 2-ST/g" 2'-6/2" 2-5T/8" 2 -6/2" 2'-5T/8" 2'-63/4„ ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PRDJECT NUMBER 000000000197406 DECK PLATE MK. DPL- 1 1 SCALE: 3/4" = 1'-0" 2/8" DIA. HOLES �I" POLYURETHANE BEARING PAD (90 DUROMETER) BEARING PAD MK. SBP -6 SCALE: 3/4" = 1'-0" 8' �6 — — IC IB 4" 21 SPA. @ 6" = 10'-6" 2/2" (GALVANIZE AFTER FABRICATION) SCALE: 3/" = 1'-0" - -- -- -- -- -- -- -a -- -- — — — — E DIA. oHOLES - \—PL /2x307/8 x I I -23h" I I'-23�e 17/ WT429 x 14'-0" (SCP 3) ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PRDJECT NUMBER 000000000197406 DECK PLATE MK. DPL- 1 1 SCALE: 3/4" = 1'-0" 2/8" DIA. HOLES �I" POLYURETHANE BEARING PAD (90 DUROMETER) BEARING PAD MK. SBP -6 SCALE: 3/4" = 1'-0" 8' �6 — — IC IB COVER PLATE MK. SCP -1 (GALVANIZE AFTER FABRICATION) SCALE: 3/" = 1'-0" 8-6" ( SCP -2) WT4x29 x 8-6" (SCP- 2) WT429 x 14'-0" (SCP 3) COVER PLATE MK" SCP -2 AND SCP -3 (GALVANIZE AFTER FABRICATION) SCALE: 3/4" = 1-0" GRAND PARK DRIVE UPRR UNDERPASS IN ERASER, COLORADO CORNERSTONE UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION PIECE ARK DETAILS SUPERSTRU (SHEET WINTER PARK 3 OF 4) HOLDINGS, LLC ENA ME 1-p S-11.19 SHEET 523 SCALE AS NOTED 1 2 3 4 5 6 7 8 Y- 6" 5' - 0" 3' - 6" 3'- 5%" 5' - 0" 3-53/8" 53/8" -------- —---------- ------ 2" ----2" DIA. HOLES _ 2" DIA. HOLES PL /2x22 x 12'-0" _ PL (/2x23 x II' -103 -�� %" DIA. SLOTS - - - - - — - - - - - /4" --- - � 116 " DIA. SLOTS - - - - -- S 3 SPA. @ 3'-0" = 9'-0" 2'-2" I" RADIUS 2'-53/4" 2 SPA. 9 2'-5Y2" = 4 -II" TEMPORARY BALLAST RETAINER MK" BR— 10BENT PL IIS -10Y4" SCALE: 3/4" = 1'-0" 3/2x10 x 1'-11" s,,, TEMPORARY BALLAST RETAINER MK, BR—II SCALE: 3/4" = 1'-0" I'-II%2" 3'-0" I' 2-7" 5'-0" 2'-7" � 3/4^ DIA. BOLTS 0" 2" 2" 2" DIA. HOLES PL /2x23 x 6'-11" ------------- — — 15 " DIA. SLOTS 2" DIA. HOLES-— "�"—"—"—"— �PL %2x23 x 10'-2" I — — - — — — — — — f 116 " DIA. SLOTS I" RADIUS I 5" I" RADIUS — 83/4 2 SPA. 9 2-4Y8" = 4-8�4" BENT PL 3/3x10 x I I" I'-6" 3'-0" 2 SPA. @ 2'-5/2" = 4- 11" 9" 10'-2" TEMPORARY BALLAST RETAINER MK" BR -13 SCALE: 3/4" = 1'-0" TEMPORARY BALLAST RETAINER MK" BR -12 SCALE: 3/4" = 1'-0" c STIFFFNFR '1 .......... ---- ...... ...... STIFFENER SCALE: 3/4" = 1'-0" F �T U"' '�U' STIFFENER BOLT W/ NUT AND WASHER 1/e L6x4x1/2 SECTION (RETAINER SUPPORT ANGLE) SCALE: 1Y2" = 1'-0" LGx4x/2 ID I IB �6 6 3%g A RETAINER SUPPORT ANGLE MK, RSA -21 L6x4xyPL3/8" 2 x 0'-5x g" SCALE: 3/4^ = 1'-0" L6x4xy2 58" x 5h" CLIP STIFFENER CONNECTION (RETAINER SUPPORT ANGLE) SCALE: 1/2" = 1'-0" PROJECT MANAGER R. FERTIG GRAND PARK DRIVE UPRR UNDERPASS DESIGN ENGINEER R. FERTIG CORNERSTONE IN ERASER, COLORADO CHECK ENGINEER R. GATEMAN UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TECHNICIAN K. CAPE SUPERSTRUCTURE PIECE MARK DETAILS f QC R. KOTAN WINTER PARK (SHEET 4 OF 4) HON Engine"ring, Inc. HOLDINGS, LLC ENAME "4 .19, SHEET ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000197406 SCALE AS NOTEC 5024 1 2 13 CONSTRUCT TO ALLOW CONNECTION TO FUTURE STORM DRAIN IN GRAND PARK DRIVE. DAYLIGHT TO DRAIN AWAY FROM BRIDGE UNTIL CONNECTION TO FUTURE STORM DRAIN IS MADE (TYP.) (EST.20 LF). SEE DETAIL THIS SHEET. I APPROACH SLAB. I i I S025 S026 I I I I � I 6" GALVANIZED CORRUGATED I STEEL PIPE (NON PERFORATED) (DRAINAGE SYSTEM n2)) ------- -- -----. R 5025 S026 5025 5026 6" GALVANIZED CORRUGATED — STEEL PIPE (PERFORATED) I j 2ETWEEN WINGWALLSI RAINAGE SYSTEM -1 T S02%026 5025 5026`ABUT. NO. 4 PIER NO. 3 DRAINAGE PLAN 6" GALVANIZED CORRUGATED SCALE: �6" = 1'-0" STEEL PIPE (NON -PERFORATED) CLEANOUT BEYOND WINGWALLS (TYP.) 3/4.. 2._0" 34., 8 X34"SLOTS SPACED @ N SLOTS (TYP. 1 22A CTRS., BNOMINAL LENGTH OTH SIDES LAPNOTEDECK DRAIN COVER ONE CORRUGATION P�- 7. HALF UND, IZ GAGE AT EACH END GALV. CORRUGATED STEEL COVER SECTION - COVER VARY LENGTH OF END SECTIONS TO MAKE UP REQ' D PAN LENGTH I 45 - 3� " x 3/4" SLOTS SPACED GAGE GALV. 23/3" CiRS., BOTH SIDES STEEL PAN BOTTOM PAN SECTION - BOTTOM PAN DECK DRAIN DETAILS SCALE: 1/2" = 1'-0" PROJECT MANAGER R. FERTIG DESIGN ENGINEER R.FERTIG CHECK ENGINEER R.BATEMAN !1� I JDECK DRAIN I 5025 S026 DECK DRAIN ,1 4 i I R.KOTAN HDR Engineering. Inc. I I DECK DRAIN 5025 5026`ABUT. NO. 4 PIER NO. 3 DRAINAGE PLAN 6" GALVANIZED CORRUGATED SCALE: �6" = 1'-0" STEEL PIPE (NON -PERFORATED) CLEANOUT BEYOND WINGWALLS (TYP.) 3/4.. 2._0" 34., 8 X34"SLOTS SPACED @ N SLOTS (TYP. 1 22A CTRS., BNOMINAL LENGTH OTH SIDES LAPNOTEDECK DRAIN COVER ONE CORRUGATION P�- 7. HALF UND, IZ GAGE AT EACH END GALV. CORRUGATED STEEL COVER SECTION - COVER VARY LENGTH OF END SECTIONS TO MAKE UP REQ' D PAN LENGTH I 45 - 3� " x 3/4" SLOTS SPACED GAGE GALV. 23/3" CiRS., BOTH SIDES STEEL PAN BOTTOM PAN SECTION - BOTTOM PAN DECK DRAIN DETAILS SCALE: 1/2" = 1'-0" UE DATE DESCRIPTION PROJECT NUMBER 000000000197406 PIER NO. 2 7 �I II z I� APPROACH SLAB 0 II 5025 5026 6" GALVANIZED CORRUGATED STEEL PIPE (PERFORATED) (BETWEEN WINGWALLS) (DRAINAGE SYSTEM nl) II I ABUT. NO. I G" GALVANIZED CORRUGATED STEEL PIPE (NON -PERFORATED) BEYOND WIN GWALLS (TYP.) (DRAINAGE SYSTEM n1) CLEANOUT NOTES.' I. GALVANIZED, CORRUGATED STEEL PIPE SHALL CONFORM TO ASTM A760. 2. WIRE SCREEN SHALL CONFORM TO ASTM A740. 6" DIA. CORRUGATED STEEL EMBANKMENT SLOPE ENTIRE END � END VIEW SIDE VIEW TEMPORARY PIPE DAYLIGHTING DETAIL SCALE: NONE CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION DRAINAGE AND WATERPROOFING DETAILS (SHEET 1 OF 2) FILENAMEI SHEET ...�coP_soza.d9� S025 SCALE AS NOTED ID I Em I A PROJECT MANAGER R. FERTIG DESIGN ENGINEER R.FERTIG CHECK ENGINEER R.BATEMAN TECHNICIAN K. CAPE PC R.KOTAN HDR Engineering. Inc. UE DATE DESCRIPTION PROJECT NUMBER 000000000197406 PIER NO. 2 7 �I II z I� APPROACH SLAB 0 II 5025 5026 6" GALVANIZED CORRUGATED STEEL PIPE (PERFORATED) (BETWEEN WINGWALLS) (DRAINAGE SYSTEM nl) II I ABUT. NO. I G" GALVANIZED CORRUGATED STEEL PIPE (NON -PERFORATED) BEYOND WIN GWALLS (TYP.) (DRAINAGE SYSTEM n1) CLEANOUT NOTES.' I. GALVANIZED, CORRUGATED STEEL PIPE SHALL CONFORM TO ASTM A760. 2. WIRE SCREEN SHALL CONFORM TO ASTM A740. 6" DIA. CORRUGATED STEEL EMBANKMENT SLOPE ENTIRE END � END VIEW SIDE VIEW TEMPORARY PIPE DAYLIGHTING DETAIL SCALE: NONE CORNERSTONE WINTER PARK HOLDINGS, LLC GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION DRAINAGE AND WATERPROOFING DETAILS (SHEET 1 OF 2) FILENAMEI SHEET ...�coP_soza.d9� S025 SCALE AS NOTED ID I Em I A 2 4 5 7 8 CORRUGATED STEEL PIPE (NON -PERFORATED) ¢ DECK DRAIN DECK DRAIN WINGWALL DECK DRAIN TO EXTEND I'-9" 9" PHASE 3 PHASE 2 LENGTH OF BRIDGE 12 CAGE COVER PLATE, LIMITS OF SPRAY -APPLIED ELASTOMER WATERPROOFING L6x4x%2�0 0 0 o 0 0 0 o WELD TO END SECTION MEMBRANE W/ INTEGRATED I'-6/2 BALLAST PROTECTION MAT SPRAY -APPLIED ELASTOMER 6" DIA. CORRUGATED 9�8" O SPRAY -APPLIED ELASTOMER I WATERPROOFNG MEMBRANE PROTECTIOONTMATBALLAST WATERPROOFING FORMED STEEL PIPE DOWNSPOUT 8" DECK DRAIN WATERPROOFING MEMBRANE HOLE w/ INTEGRATED BALLAST I INSIDE FACE APPROACH SLAB 12 GAGE COVER PLATE, CLEANOUT PROTECTION MAT ABUTMENT WELD TO END SECTIONS WITH REMOVABLE BACKWALL END CAP CONNECT DOWNSPOUT TO DECK DRAIN WITH TOP OF FINISHED GRADE APPROVED ADHESIVE SEALANT 2 CAGE m BOTTOM PAN 5A- DECK PLATE 8" DIA. FORMED HOLE WELL COMPACTED z GRANULAR FILL DECK PLATE Q 6" DIA. CORRUGATED STEEL PIPE FILL GAPS w/ POLYURETHANE BOTTOM OF 6" DIA. GALV. CORRUGATED STEEL (NON -PERFORATED) SEALANT PER DETAIL, SHEET 5018 ABUTMENT DOWNSPOUT (NOW PERFORATED, (TYP.) DRAINAGE SYSTEM tt2 ONLY P SECT ION 5025 S026 I%2"= r-0" SCALE, 6" DIA. CORRUGATED STEEL 6" DIA. CORRUGATED STEEL PIPE (NON -PERFORATED) (DRAINAGE PIPE (PERFORATED) (DRAINAGE SYSTEM tt2) SYSTEM -1) 90° TEE WITH COUPLING (DRAINAGE SYSTEM tt2 ONLY) C SPRAY -APPLIED ELASTOMER WATERPROOFING Q SECTION MEMBRANE WITH INTEGRATED BALLAST PROTECTION MAT WITH EXPANSION JOINT PER S025 SO26 I"=1' -O" SCALE: MANUFACTURER'S SPECIFICATIONS (TYP.) SPRAY -APPLIED ELASTOMER WATERPROOFING - MEMBRANE WITH INTEGRATED BALLAST90° COVER PLATE TOP OF W36x135 ELBOW PROTECTION MAT ON INSIDE FACE OF WINGWALL MK. SCP -I BALLAST CURB W36x135 BALLAST CURB 6" DIA. CORRUGATED GALV. G" DIA. CORRUGATED GALV. STEEL PIPE STEEL PIPE (NON -PERFORATED) (DRAINAGE SYSTEM -1 PERFORATED, (SLOPE 1% MIN) DRAINAGE SYSTEM tt2 NON -PERFORATED) (SLOPE 1< MIN.) COUPLER WHERE PIPE TRANSITIONS FROM PERFORATED To NON -PERFORATED (DRAINAGE SYSTEM tt1) a ooJ� R SECTION DECK 5025 5026 1"=1-0"SCALE? DRAIN SPRAY APPLIED ELASTOMER ' SPRAY -APPLIED ELASTOMER WATERPROOFING MEMBRANE LL,� 7"t EDGE OF WATERPROOFING MEMBRANE w/ INTEGRATED BALLAST IFLANGL WITH INTEGRATED BALLAST PROTECTION MAT W36X135 PROTECTION MAT END DECK DRAIN AT B /8 DECK PLATE DECK PLATE BACKFACE OF ABUTMENT ttl BACKWALL NOTCH TOP FLANGE CORRUGATED STEEL PIPE (PERFORATED) OF W3Gx150 cz O EXTEND I'-9" DECLTHO JOINT ADHESIVE LENIDGE PER MANUFACTURER'S 12 GAGE COVER PLATE, SPECIFICATIONS WELD TO END SECTION APPROACH SLAB APPROACH 0 SLAB " EXPANSION JT. END OF STEEL MATERIAL BEAM SPAN INSIDE FACE OF 2" WATERPROOFING BACKWALL GAP JOINT SECTION S LIMITS OF BUTYL TAPE r -o" -0" SECTION T SCALE: I^=1'-0" S025 5026 SCALE: 1^=1'-0" 5025 SO26 SPRAY -APPLIED INTEGRATED COVER PLATE BALLAST PROTECTION MAT MK. SCP -I, 2 OR 3 7lilp WELL COMPACTED GRANULAR FILL BUTYL TAPE )TYP.) SPRAY -APPLIED ELASTOMER A WATERPROOFING MEMBRANE 6" DIA. CORRUGATED STEEL PIPE (PERFORATED) �t7 STEEL PRIMER (TYP.) ( DRAINAGE SYSTEM - 1 ) WATERPROOFING NOTE: EXPANSION JOINT PER NOTES: TYPICALJOINT DETAIL SHOWN FOR 5A" DECK PLATE (TYP.) LMANUFACTURER'S SPECIFICATIONS 1. PERFORATED PIPE SHALL BE WRAPPED IN FILTER FABRIC, ONLY. WATERPROOFING FABRIC SHALL BE A WOVEN GEOTEXTILE CONFORMING TO INFORMATION NSTALLER SHALL DETERMINE FINAL JOINT ADHESIVE AASHTO M288CLASS 2. CONTRACTOR SHALL SUBMIT PRODUCT DETAILS IN ACCORDANCE WITH THE PER MANUFACTURER'S DATA FOR APPROVAL. MANUFACTURER'S RECOMMENDATIONS. SPECIFICATIONS (TYP.) U SECTION JOINT DETAIL "=1-0" FOR GRANULAR FILL SPECIFICATIONS, SEE SHEET Solo.TYPICAL SO25SO26 SCALE. 3. FOR LIMITS OF BACKFILL SEE SHEET 5030. SCALE: 3"=1'-0" PROJECT MANAGER R.FERTIG GRAND PARK DRIVE UPRR UNDERPASS ENGINEER DESICHECK R. IN ERASER, COLORADO CHECK ENGINEER R. GATEMAN BATEM CORNERSTONE UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TECHNICIAN K. CAPE OC R. KOTAN WINTER PARK WATERPROOFING DETAILS DRAINAGE AN�SH ET 2 HDR E°e'°'"mg,1 HOLDINGS, LLC FILENAME ...YcoP sozs.d9, SHEET d S026 ISSUE DATE DESCRIPTION PROJECT NUMBER ODOOOOOD0f97406 I I SCALE AS NOTED t END OF WING - CONCRETE GUTTER AT TOP OF RETAINING WALL ABUTMENT 4 SLOPE PAVING A L (PIER COLUMNS NOT SHOWN) " ABUTMENT NO. 4 3" DIA. WEEP HOLE 1 TYP. 1 SLOPE AT I% TO DRAIN 2 10" CAST -IN-PLACE I F CONCRETE FASCIA WALL 4 SLOPE PAVING PROTECTION NOTE, AS SOON AS POSSIBLE AFTER CONCRETE SLOPE PAVING HAS CURED, CONTRACTOR SHALL PROTECT SLOPE PAVING FROM BEING STAINED BY RUST FROM BRIDGE BEAMS, PROTECTION SHALL CONSIST OF BURLAP SACKS, CANVAS, PLASTIC SHEETING OR OTHER MEANS APPROVED BY THE OWNER. SUCH PROTECTION SHALL BE WEIGHED DOWN OR SECURED IN PLACE, SHALL REMAIN IN PLACE FOR AT LEAST SIX MONTHS AND SHALL BECOME THE PROPERTY OF THE OWNER UPON COMPLETION OF THE PROJECT. PROTECTION OF THE SLOPE PAVING FROM STAINING SHALL NOT BE PAID SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE WORK. OSLOPE PAVING ELEVATION POINT. SEE SHEET 5001 FOR PLAN LOCATION OF POINTS. TOOLED CONST. JT. FUTURE TRAIL (BY OTHERS) 3" DIA. WEEP HOLE ( TYP. ) SLOPE AT 1% TO DRAIN 3" DIA. W SLOPE AT ROADWAY DITCH D H ROADWi TABLE I CU. FT. GRAVEL IN Y�6 PIER COLUMN ELEVATION FILTER CLOTH MATERIAL 8760.60 B 8753.93 3" DIA. WEEP HOLE WITH DRAIN GRATE 8. 8743.94 3" TIMBER LAGGING --Z C G E HP 14 X 89 VARIES 8751.34 G PROPOSED TRAIL (BY OTHERS) � �1 H 8740.08 ALIGN INSIDE FACE OF CUT-OFF WALL WITH FACE OF COLUMNS I CU. FT. GRAVEL IN FILTER CLOTH MATERIAL 35-07/8" (WEST SIDE) 32'-25/8" (EAST SIDE) ABUTMENT 4 SLOPE PAVING - SECTION PROJECT MANAGER R.FERTIG DESIGN ENGINEER R.FERTIG CHECK ENGINEER R.BATEMAN f TECHNICIAN K. CAPE OC R.KOTAN HDR Engineering. Inc. - - - ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000197406 FUTURE TRAIL (BY OTHERS) 3" DIA. WEEP HOLE ( TYP. ) SLOPE AT 1% TO DRAIN 3" DIA. W SLOPE AT ROADWAY DITCH D H ROADWi TABLE OF ELEVATIONS POINT ELEVATION A 8760.60 B 8753.93 C 8743.94 D 8739.52 E 8760.60 F 8751.34 G 8744.50 H 8740.08 ABUTMENT I SLOPE PAVING (PIER COLUMNS NOT SHOWN) ABUTMENT I SLOPE PAVING - SECTION CORNERSTONE WINTER PARK HOLDINGS, LLC NOTES'. I. FOR SLOPE PAVING TYPICAL SECTION, SEE SHEET 5029. 2. SLOPE PAVING SHALL BE POURED IN 10 FT TRANSVERSE SECTIONS WITH A TOOLED CONSTRUCTION JOINT AT EACH SECTION. 3. WIRE FABRIC SHALL BE 2" FROM THE END OF JOINTS AND SHALL LAP 8" AT SPLICES. 4. WHERE SLOPE PAVING BUTTS AGAINST STRUCTURAL CONCRETE, SEPARATE WITH 1/2" EXPANSION JOINT MATERIAL. 5. EXPANSION JOINT MATERIAL AND WELDED WIRE FABRIC SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. 6. RETAINING WALL EXTENDS BEYOND SLOPE PAVING. SEE SHEET S028 FOR GEOMETRY. 7. CONCRETE SLOPE PAVING AND RETAINING WALL SHALL BE INTEGRALLY COLORED. SEE NOTE ON SHEET 5002. 8. CONCRETE SHALL BE IN CONFORMANCE WITH THE NOTES ON SHEET S002 AND SECTION 03100. ID OF WINGI GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SLOPE PAVING AND RETAINING WALL DETAILS (SHEET 1 OF 3) FILENAME ...\GDP_S027.dg, SHEET S027 SCALE AS NOTED IE IB I A PILE SOCKET NOTES GENERAL I. THE CONTRACTOR'S PROPOSED PILESOCKET INSTALLATION PROCEDURE SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE AND THE RAILROAD FOR APPROVAL BEFORE CONSTRUCTION. 2. STEEL H -PILES SHALL BE SET AND SECURED IN PREDRILLED HOLES AND ENCASED IN GROUT IMMEDIATELY FOLLOWING THE COMPLETION OF DRILLING. DRILLED HOLES SHOULD NOT BE LEFT OPEN OVER NIGHT. 3. MINIMUM LENGTH OF PILE SOCKET IN BEDROCK SHALL BE 15'-0". 4. IN CASE 9F OVERBURDEN SOILS THAT ARE SUBJECT TO SLOUGHING OR CAVING, TEMPORARY CASING MAY BE REQUIRED IN ORDER TO EXCAVATE AND DRILL OR CORE THE PILE SOCKET. 5. PERFORM FINAL CLEANOUT OF PILE SOCKET USING AN AIR-LIFT OR CLEANOUT BUCKET AFTER DRILLING IS COMPLETE AND PRIOR TO INSTALLING THE PILING. DEWATER HOLE PRIOR TO GROUT PLACEMENT.. 6. ABOVE TOP OF PRE SOCKET, VOIDS AROUND PILES SHALL BE BACKFILLED WITH SAND OR CONTROLLED LOW STRENGTH MATERIAL (CLSM). 7. PILE SOCKET BORINGS SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO CONFIRM THE PRESENCE OF COMPETENT ROCK TO AT LEAST THE MINIMUM REQUIRED DEPTH OF PILE SOCKET PENETRATION. PILE SOCKET GROUT NOTES SUBMITTALS I. THE CONTRACTOR SHALL PREPARE AND SUBMIT THE PROPOSED GROUTING PLAN TO THE OWNER'S REPRESENTATIVE FOR REVIEW OF COMPLETENESS. THE GROUTING PLAN SHALL INCLUDE COMPLETE DESCRIPTIONS, DETAILS, AND SUPPORTING CALCULATIONS FOR THE FOLLOWING: (A) GROUT MIX DESIGN AND TYPE OF MATERIALS TO BE USED IN THE GROUT, INCLUDING CERTIFIED TEST DATA AND TRIAL BATCH REPORTS. (B) METHODS AND EQUIPMENT FOR ACCURATELY MONITORING AND RECORDING THE GROUT DEPTH, GROUT VOLUME AND GROUT PRESSURE AS THE GROUT IS BEING PLACED. (C) GROUTING RATE CALCULATIONS, WHEN REQUESTED BY THE ENGINEER. THE CALCULATIONS SHALL BE BASED ON THE INITIAL PUMP PRESSURES OR STATIC HEAD ON THE GROUT AND LOSSES THROUGHOUT THE PLACING SYSTEM, INCLUDING ANTICIPATED HEAD OF DRILLING FLUID (IF APPLICABLE) TO BE DISPLACED. (D) ESTIMATED CURING TIME FOR GROUT TO ACHIEVE SPECIFIED STRENGTH. PREVIOUS TEST RESULTS FOR THE PROPOSED GROUT MIX COMPLETED WITHIN ONE YEAR OF THE START OF GROUTING MAY BE SUBMITTED FOR INITIAL VERIFICATION AND ACCEPTANCE AND START OF PRODUCTION WORK. (F) PROCEDURE AND EQUIPMENT FOR CONTRACTOR MONITORING OF GROUT QUALITY. MATERIALS I. ADMIXTURES FOR GROUT: ADMIXTURES SHALL CONFORM TO THE REQUIREMENTS OF ASTM C494/AASHTO M194. ADMIXTURES THAT CONTROL BLEED, IMPROVE FLOWABILITY, REDUCE WATER CONTENT, AND RETARD SET MAY BE USED IN THE GROUT, SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE OWNER'S REPRESENTATIVE AND THE RAILROAD. ADMIXTURES SHALL BE COMPATIBLE WITH THE GROUT AND MIXED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ACCELERATORS ARE NOT PERMITTED. ADMIXTURES CONTAINING CHLORIDES ARE NOT PERMITTED. 2. CEMENT: ALL CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150/AASHTO M85, TYPES I, II, III OR V. 3. FINE AGGREGATE: IF SAND / CEMENT GROUT IS USED, SAND SHALL CONFORM TO ASTM C144 / AASHTO M45. 4. GROUT: NEAT CEMENT OR SAND / CEMENT MIXTURE WITH A MINIMUM 3 -DAY COMPRESSIVE STRENGTH OF 2000 PSI AND A 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI PER AASHTO T106/ASTM C109. 5. WATER: WATER USED IN THE GROUT MIX SHALL CONFORM TO AASHTO T26 AND SHALL BE POTABLE, CLEAN, AND FREE FROM SUBSTANCES THAT MAY BE INJURIOUS TO CEMENT AND STEEL. CONSTRUCTION REQUIREMENTS I. PILE SOCKETS SHALL BE GROUTED THE SAME DAY THEY ARE DRILLED. ADMIXTURES, IF USED, SHALL BE MIXED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE GROUTING EQUIPMENT USED SHALL PRODUCE A GROUT FREE OF LUMPS AND UNDISPERSED CEMENT. THE CONTRACTOR SHALL HAVE MEANS AND METHODS OF MEASURING THE GROUT QUANTITY AND PUMPING PRESSURE DURING THE GROUTING OPERATION. THE GROUT PUMP SHALL BE EQUIPPED WITH A PRESSURE GAUGE TO MONITOR GROUT PRESSURES. A SECOND PRESSURE GAUGE SHALL BE PLACED AT THE POINT OF INJECTION INTO THE PILE SOCKET. THE PRESSURE GAUGES SHALL BE CAPABLE OF MEASURING PRESSURES OF AT LEAST 150 PSI OR TWICE THE ACTUAL GROUT PRESSURES USED, WHICHEVER IS GREATER, THE GROUT SHALL BE KEPT IN AGITATION PRIOR TO PLACEMENT. GROUT SHALL BE PLACED WITHIN ONE HOUR OF MIXING. THE GROUTING EQUIPMENT SHALL BE SIZED TO ENABLE EACH PILE SOCKET TO BE GROUTED IN ONE CONTINUOUS OPERATION. 2. THE GROUT SHALL BE INJECTED FROM THE LOWEST POINT OF THE DRILLED HOLE AND INJECTION SHALL CONTINUE UNTIL UNCONTAMINATED GROUT REACHES THE TOP OF THE PILE SOCKET. THE REMAINDER OF THE DRILLED HOLE MAY BE FILLED WITH CLSM. THE GROUT MAY BE PUMPED THROUGH GROUT TUBES, CASING, HOLLOW STEM AUGERS, OR DRILL RODS. TEMPORARY CASING, IF USED, SHALL BE EXTRACTED IN STAGES ENSURING THAT AFTER EACH LENGTH OF CASING IS REMOVED, THE GROUT LEVEL IS BROUGHT BACK UP TO THE GROUND LEVEL BEFORE THE NEXT LENGTH IS REMOVED, THE TREMIE PIPE OR CASING SHALL ALWAYS EXTEND BELOW THE LEVEL OF THE EXISTING GROUT IN THE DRILLHOLE. THE GROUT PRESSURES AND GROUT TAKES SHALL BE CONTROLLED TO PREVENT EXCESSIVE HEAVE OR FRACTURING OF ROCK OR SOIL FORMATIONS. 3. GROUT WITHIN THE PILE SOCKETS SHALL BE ALLOWED TO ATTAIN 2000 PSI STRENGTH PRIOR TO INSTALLATION OF LAGGING AND BACKFILL. fm� DATE DESCRIPTION S PILE SOCKET GROUT NOTES ( CONT, ) GROUT TESTING I. PREVIOUS TEST RESULTS FOR THE PROPOSED GROUT MIX COMPLETED WITHIN ONE YEAR OF THE START OF WORK MAY BE SUBMITTED FOR INITIAL VERIFICATION OF THE REQUIRED COMPRESSIVE STRENGTHS. DURING PRODUCTION, PILE SOCKET GROUT SHALL BE TESTED BY THE CONTRACTOR FOR COMPRESSIVE STRENGTH IN ACCORDANCE WITH AASHTO 106/ASTM C109 AT A FREQUENCY OF NO LESS THAN ONE SET OF THREE 2 -INCH GROUT CUBES FROM EACH GROUT PLANT EACH DAY OF OPERATION OR PER EVERY 10 PILE SOCKETS, WHICHEVER OCCURS MORE FREQUENTLY. THE COMPRESSIVE STRENGTH SHALL BE THE AVERAGE OF THE 3 CUBES TESTED. 2. GROUT SAMPLES SHALL BE TAKEN DIRECTLY FROM THE GROUT PLANT. SUBMIT GROUT CUBE COMPRESSIVE STRENGTH AND GROUT DENSITY TEST RESULTS TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF TESTING. CONSTRUCTION TOLERANCE I. WALL PILES SHALL BE PLACED WITHIN I INCH OF THE PLAN LOCATION. VARIATIONS OF MORE THAN 0.125 INCH PER FOOT FROM THE VERTICAL MAY BE SUBJECT TO REJECTION BY THE ENGINEER. FS' -"I I NOTES: I. THE CONTRACT PAY ITEM FOR STEEL PILING SHALL INCLUDE THE COST OF THE PILING, DRILLING THE SOCKET, PILE SOCKET GROUT, CLSM, PAINT, TEMPORARY CASING, AND ALL LABOR AND INCIDENTALS REQUIRED FOR INSTALLATION. 2. THE CONTRACT PAY ITEM FOR RETAINING WALL INCLUDES THE COST OF EXCAVATION, BACKFILL, FILTER MATERIAL, WEEP HOLES, TIMBER LAGGING, CONCRETE, REINFORCING STEEL, SHEAR STUDS, AND ALL LABOR AND INCIDENTALS REQUIRED FOR INSTALLATION. 3. RETAINING WALL HAS BEEN DESIGNED FOR A 235 PSF TRAIN SURCHARGE LOADING. 4. CONTRACTOR IS RESPONSIBLE FOR STABILITY DURING CONSTRUCTION. mEun RETAINING WALL PLAN SCALE: %"=1'-0" )07 OUT ROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE QC R.KOTAN PROJECT NUMBER 1000000000197406 RETAINING WALL PROFILE SCALE: %"= I-0" CORNERSTONE WINTER PARK HOLDINGS, LLC HEI4x89 BEYOND GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SLOPE PAVING AND RETAINING WALL DETAILS (SHEET 2 OF 3) FI,ENAME ...\GDP_S028.dq, S�28 SCALE AS NOTED 8 PVC CONNECTOR PIPE i z SETIONAL VIEW ISOMETRIC VIEW WALL - WEEP HOLE DRAIN DETAILS Y2" EXPANSION JOINT MATERIAL (INSTALL AT PIER COLUMNS ALSO) I/?" CLR. Ll ■ WWF-GxG-W2.IxW2.1 CONFORMING TO AASHTO M55 THRU CUT-OFF WALL 1 cu: FT. FILTER CL( PVC CONNE GUTTER DETA I L %sem SCALE: I— 1'-0" - 2 _7I (( — 3/q" EXP. JOINT MATERIAL SEE DETAIL w 3" TIMBER LAGGING — 3" DIA. PVC WEEP HOLE WITH DRAIN GRATE (TY P.) SLOPE AT 1% TO DRAIN. CENTERED BETWEEN PILES. SEE DETAIL THIS SHEET SLOPE PAVING TYPICAL SECTION SCALE: I/2"= 1'-0" PROJECT MANAGER R. FERTIG DESIGN ENGINEER R. FERTIG CHECK ENGINEER R. BATEMAN TECHNICIAN K. CAPE OC R.KOTAN UE DATE DESCRIPTION PROJECT NUMBER 00000000019740E SAND BACKFILL BEHIND LAGGIN b I I b BACKFILL ALL VOIDS BEHIND LAGGING WITH SAND AS REQUIP HP14x89 ( TYP. ) - --, CAST- IN PLACE CONCRETE FASCIA 4, _ WALL 3/4" DIA. X 6" WELDED SHEAR STUDS AT 1'-0" ( TYP. ) FUTURE TRAIL lBY OTHERS) 0 m � 3 2'-0" DIA. SOCKET WALL - TYPICAL SECTION SCALE: 12"= 1'-0" D 3" TIMBER LAGGING 40 10" MAX. ` 2" MIN. BEARING LENGTH tt4(312" MAX. SHIM AS NECESSARY — PREFABRICATEDFOR FULL BEARING DRAINAGE MAT (TYP.) NOTE: CHIP OUT OR EXCAVATE SHAFT BACKFILL AS REQUIRED TO PLACE LAGGING. C DETAIL 5 S 28 5029 BUTT REINFORCING AT JOINT 3/4" TOOLED JOINT, CENTERED ON EVERY THIRD PILE (MAX. SPACING) EXPANSION JOINT DETAIL CONTROLLED LOW -STRENGTH MATERIAL (CLSM) FILL NOTES CONTROLLED LOW -STRENGTH MATERIAL IS A SELF -COMPACTING, CEMENTITIOUS FILL MATERIAL WITHAN UNCONFINED COMPRESSIVE STRENGTH OF 50 TO 300 PSI. THE MIXTURE SHALL CONSIST OF WATER, PORTLAND CEMENT, FLY ASH AND SOUND FINE OR COARSE AGGREGATE OR BOTH. THE MIX DESIGN SHALL ALLOW ADEQUATE FLOWABILITY WITHOUT SEGREGATION OF AGGREGATES. HARDENING TIME IS OF PRIME IMPORTANCE AND CLSM SHOULD DEVELOP 50 PSI IN ABOUT ONE HOUR. THE MAXIMUM LAYER THICKNESS FOR CLSM SHALL BE THREE FEET. ADDITIONAL LAYERS SHALL NOT BE PLACED UNTIL THE CLSM HAS LOST SUFFICIENT MOISTURE TO BE WALKED ON WITHOUT INDENTING MORE THAN TWO INCHES. CORNERSTONE WINTER PARK HOLDINGS, LLC IB )TES: A I, TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR, GRADE NO. 2 OR BETTER. 2. DUE TO THE PRESENCE OF VERY HARD BEDROCK, DRILLING HOLES FOR THE PILES MAY BE DIFFICULT AND REQUIRE THE USE OF SPECIAL EQUIPMENT. 3. PILES SHALL BE PAINTED WITHIN THE LIMITS SHOWN USING AN INORGANIC ZINC- RCH PRIMER CONFORMING TO THE REDU IREMENTS OF THE STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION NO. 20 (SSPC-PAINT 20) AND HAVING A DRY FILM THCKNESS OF 3.0 MILS.. THE VEHICLE OF THIS PRIMER SHALL BE SSPC-PAINT 20, TYPE I C. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SLOPE PAVING AND RETAINING WALL DETAILS (SHEET 3 OF 3) FI,ENAME =..\GDP_S029.dq, SHEET S029 SCALE AS NOTED - HP14x89 PILE BACKFILL ABOVE BEDROCK WITH CONTROLLED LOW LOW STRENGTH MATERIAL (CLSM) OR APPROVED ALTERNATE TOP OF BEDROCK 4000 PSI GROUT WITHIN BEDROCK EMBEDMENT 2'-0" DIA. SOCKET WALL - TYPICAL SECTION SCALE: 12"= 1'-0" D 3" TIMBER LAGGING 40 10" MAX. ` 2" MIN. BEARING LENGTH tt4(312" MAX. SHIM AS NECESSARY — PREFABRICATEDFOR FULL BEARING DRAINAGE MAT (TYP.) NOTE: CHIP OUT OR EXCAVATE SHAFT BACKFILL AS REQUIRED TO PLACE LAGGING. C DETAIL 5 S 28 5029 BUTT REINFORCING AT JOINT 3/4" TOOLED JOINT, CENTERED ON EVERY THIRD PILE (MAX. SPACING) EXPANSION JOINT DETAIL CONTROLLED LOW -STRENGTH MATERIAL (CLSM) FILL NOTES CONTROLLED LOW -STRENGTH MATERIAL IS A SELF -COMPACTING, CEMENTITIOUS FILL MATERIAL WITHAN UNCONFINED COMPRESSIVE STRENGTH OF 50 TO 300 PSI. THE MIXTURE SHALL CONSIST OF WATER, PORTLAND CEMENT, FLY ASH AND SOUND FINE OR COARSE AGGREGATE OR BOTH. THE MIX DESIGN SHALL ALLOW ADEQUATE FLOWABILITY WITHOUT SEGREGATION OF AGGREGATES. HARDENING TIME IS OF PRIME IMPORTANCE AND CLSM SHOULD DEVELOP 50 PSI IN ABOUT ONE HOUR. THE MAXIMUM LAYER THICKNESS FOR CLSM SHALL BE THREE FEET. ADDITIONAL LAYERS SHALL NOT BE PLACED UNTIL THE CLSM HAS LOST SUFFICIENT MOISTURE TO BE WALKED ON WITHOUT INDENTING MORE THAN TWO INCHES. CORNERSTONE WINTER PARK HOLDINGS, LLC IB )TES: A I, TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR, GRADE NO. 2 OR BETTER. 2. DUE TO THE PRESENCE OF VERY HARD BEDROCK, DRILLING HOLES FOR THE PILES MAY BE DIFFICULT AND REQUIRE THE USE OF SPECIAL EQUIPMENT. 3. PILES SHALL BE PAINTED WITHIN THE LIMITS SHOWN USING AN INORGANIC ZINC- RCH PRIMER CONFORMING TO THE REDU IREMENTS OF THE STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION NO. 20 (SSPC-PAINT 20) AND HAVING A DRY FILM THCKNESS OF 3.0 MILS.. THE VEHICLE OF THIS PRIMER SHALL BE SSPC-PAINT 20, TYPE I C. GRAND PARK DRIVE UPRR UNDERPASS IN FRASER, COLORADO UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION SLOPE PAVING AND RETAINING WALL DETAILS (SHEET 3 OF 3) FI,ENAME =..\GDP_S029.dq, SHEET S029 SCALE AS NOTED c S LLLVAI IUFA SECTION V (EXCAVATION) M 4 5 "-I i -i H " I 1(TY .l NEAR END OF WINGWALL NEAR Bo Fa OF ABUTMENT SECTION Y (EXCAVATION) / 25 NOTES. I. UNLESS SHOWN OTHERWISE IN THE PLANS, THIS DRAWING GIVES THE MINIMUM EXTENT OF EXCAVATION AND BACKFILL. THE CONTRACTOR MAY ELECT TO EXTEND THE EXCAVATION AND BACKFILL BEYOND THE LIMITS SHOWN HERE. ANY ADDITIONAL EXCAVATION OR BACKFILL BEYOND THESE LIMITS WILL NOT BE MEASURED NOR PAID FOR. 2. STRUCTURE EXCAVATION FOR SLOPE PAVING NOT SHOWN. 3. FINE GRADING AND PAVING OF THE ROADWAY ARE NOT INCLUDED IN THE BRIDGE CONTRACT. THE BRIDGE CONTRACTOR SHALL PERFORM ROUGH GRADING IN THE AREA OF THE BRIDGE TO WITHIN 0.5 FEET OF THE PLANNED FINISHED SURFACE. D FOR PURPOSES OF QUANTITY CALCULATIONS THIS TEMPLATE APPLIES OUT TO END F. S. OF WINGWALL. BASED ON PRELIMINARYROADWAY DESIGN. CONFIRM FINAL ROADWAY DESIGN WITH OWNER BEFORE CONSTRUCTION. LEGENDS Unc la ss if l ed Excavatl on Structure Excavation Well Compacted Granular FIII C ABBREVIATIONS 0. G. Orlglnal Ground. F. S. P. S. Planned Subgrode F. S. Planned Finl shed Surface * NEAH ENU OF WINUWALL NEAR B.F. OF ABUTMENT SECTION Y (BACKFILL) 6.\00; UPRR ROW UPRR ROW & LIMIT OF & LIMIT OF GRADING GRADING o� � I ^o I RIGHT F.&. Looms W W VERTICAL PROFILE FOR GRAND PARK DRIVE 1 P. S. z in. F. S. j GRAND PARK DRIVE F. S. 2 min. 4'-0" 5'-0" 12'-0" 12'-0" 5'-O" 4'-0" DITCH SHLDR ROADWAY ROADWAY SHLDR DITCH H.254 2% 2% L. 25E 4 4 SECTION V (BACKFILL) SECTION W (EXCAVATION) SECTION X (EXCAVATION) TYPICAL CROSS SECTION FOR GRAND PARK DRIVE PROJECT MANAGER R.FERTIG GRAND PARK DRIVE UPRR UNDERPASS DESICHECK ENGINEER R. BATEM CORNERSTONE IN ERASER, COLORADO CHECK ENGINEER R. GATEMAN UPRR BRIDGE 60.00 ON MOFFAT TUNNEL SUBDIVISION TECHNICIAN K. CAPE QC R. NOTAN WINTER PARK EXCAVATION AND BACKFILL HDR E HOLDINGS, LLCSHEET F F\KIN- ,..\GDP�030.dgn S030 ISSUE DATE DESCRIPTION PROJECT NUMBER 00000000019740E SCALE AS NOTED IB MEMO TO: Mayor Smith and the Board of Trustees FROM: Jeffrey L. Durbin, AICP, ICMA-CM, Town Manager DATE: April 10, 2014 SUBJECT: Leland Creek Underpass MATTER BEFORE BOARD: At this time, this matter is being presented for informational and background purposes. At a subsequent meeting staff will be requesting authorization to submit an application on behalf of the Town of Fraser to the Colorado Public Utilities Commission (PUC). ACTION REQUESTED: None at the April 16th meeting. BACKGROUND: As provided by the Grand Park Planned Development District (see roadway plan included in packet), a new grade separated crossing (underpass) is proposed as access to the western portions of Grand Park. The general location is identified by the red line on the below aerial. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com The Towns of Fraser and Winter Park were applicants in a prior PUC application that was dismissed a few years ago by the Administrative Law Judge for apparent lack of progress. In fact, there was quite a bit of progress, but this is a significant infrastructure project which involves quite a few jurisdictions. At that time, the Town of Fraser was working with the Union Pacific Railroad (UP) and Grand Park to identify what the Construction and Maintenance Agreement that was being required by the UP meant in terms of long term fiscal liabilities to the Town. That agreement provided that the Town of Fraser was responsible for certain maintenance obligations for the structure. This is a very costly structure and the Town has no jurisdiction regarding its use (related to the tracks). While we ultimately seemed to find a potential remedy, it was not timely. It is our understanding at this time that Grand Park will not be requesting the Town of Fraser to assume this liability. We may face some new challenges with the proposed structure at this time as the Town of Winter Park has been moving forward with installation of a new whistleless crossing at Kings Crossing. This is quarter million dollar improvement, and our understandings from the UP to date have been that this at grade crossing will be closed upon installation of the grade separated crossing. The design for the grade separated crossing includes provisions for a new connection from this road to Kings Crossing (providing access to the this area of Winter Park that is not subject to periodic closure due to railroad operations). While it is certainly our opinion that this provides superior access to the western portion of Grand Park than an at grade crossing, we are not certain of Winter Park's position at this time. The proposed facility will be constructed by Grand Park and funded by Grand Park with a contribution from the UP (50% of the basic structure costs). Winter Park had agreed to provided funding via the Leland Creek Annexation Agreement, but has indicated otherwise with the recent efforts. In addition to the new public road under the rail, the Town would also be receiving new water and sewer lines associated with this project. RECOMMENDATION: Staff believes that the Town of Fraser should be an applicant in the new PUC filing and support this new grade separated crossing. This is a significant project, and at this time we are hoping to update the Board on the relevant matters. We will be requesting action at a future meeting. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Business Enhancement Grant Program: Purpose: The Town of Fraser recognizes that the condition of buildings in the commercial district forms the basis of the public's overall impression of downtown and reflects the vibrancy of the community. The purpose of the Business Enhancement Grant program is to establish a fund that can be utilized by local businesses or organizations to enhance the physical appearance of their property and/or business and to encourage investment and pride in the community thereby helping to improve the economic vitality of Fraser. This program is an incentive program for ongoing community revitalization. The intent is to promote a healthy business environment and increase the overall aesthetic experience in the Town of Fraser. Local businesses or organizations shall submit an application outlining their proposal and anticipated impacts. Funding amounts are determined based upon a review of the application by the Town Board and evaluation of the potential beneficial impact(s) on business activity as well as the overall effect on the commercial district. The Town Board has sole discretion and determines if funds are awarded. Maximum grant awarded shall not exceed $7500.00. Applications shall be considered three times a year. Deadlines for submittal are April 30th, August 31St, and December 31St Applications may be submitted by tenants with written approval by property owner. Grant amounts are limited to 50% of the projected total cost. The Town must receive all paid receipts within forty-five (45) days of completion of the project before the grant amount will be reimbursed. Eligible Projects: Public and private art Landscaping Decorations Building fagade improvements, exterior work on storefronts which may include renovations, painting, remodeling, signage, awnings, cornices Building fagade improvement seed money for architectural drawings Ineligible Projects: New construction Property acquisition Refinancing existing debt Interior improvements, equipment, fixtures and/or furnishings Reimbursement for costs incurred prior to business enhancement grant approval Home occupations Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Evaluation Criteria: The Town Board will evaluate proposals based upon the following criteria: The business/organization must be located in the Business District or in a Mixed Use Planning Area within the Planned Development Zoning District. The degree of beneficial impact on the area. The uniqueness of the project. The amount of visual impact on the surrounding environment. Other relevant factors as deemed important by the Town Board. Submittal Requirements: Completed Business Enhancement Grant Application. Site plan, sketch of project location, photographs, etc., to promote the project. Itemized budget. Landscape proposals must provide a complete plant list with quantities. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Business/Organization Name: Business License Number: Contact Person: Mailing Address: Email Address: Business Phone: Total Estimated Cost of Proposal (Attached itemized budget): Source of Funding in Addition to Grant: Time -Frame for Implementation: Purpose of Grant: How will this proposal benefit Fraser and your business/organization? Attach site plan or sketch of project location, photographs, etc., to promote the project. Signature of Applicant Date Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com MEMO TO: Mayor Smith and the Board of Trustees FROM: Catherine E. Trotter, AICP, Town Planner DATE: April 10, 2014 SUBJECT: Business Enhancement Grant Program MATTER BEFORE BOARD: Reinstate the Business Enhancement Grant Program. The Town of Fraser recognizes that the condition of buildings in the commercial district forms the basis of the public's overall impression of downtown and reflects the vibrancy of the community. The purpose of the Business Enhancement Grant program is to establish a fund that can be utilized by local businesses or organizations to enhance the physical appearance of their property and/or business and to encourage investment and pride in the community, thereby helping to improve the economic vitality of Fraser. This program is an incentive program for ongoing community revitalization. The intent is to promote a healthy business environment and increase the overall aesthetic experience in the Town of Fraser. ACTION REQUESTED: Staff is seeking authorization to reinstate the Business Enhancement Grant Program and has included the revised grant application form in the Town Board (TB) Packet. BACKGROUND: The Town of Fraser participated in a Community Revitalization Partnership (CRP) Program during the summer of 2010. This program was sponsored by the Colorado Department of Local Affairs (DOLA) working in partnership with Downtown Colorado Inc. and Fraser. We asked the chosen consulting team to examine our business districts and how the various districts can be better connected both visually and physically. One of the end results of the CRP initiative was to create a group called the Fraser Business Forum which has enabled the Town to reach out to the business community, build trust and assist with economic development and retention of the Fraser business environment. Following the CRP, the Town Board began offering a Business Enhancement Grant program. The CRP program recommended that the Town develop programs and initiatives to improve the overall appearance of Fraser, especially along important corridors. The purpose of the Business Enhancement Grant program is to establish a fund that can be utilized by local businesses to enhance the character of their property and/or business, help improve the economic vitality of the Fraser business community and to encourage investment, pride and a sense of ownership in the community. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com ALTERNATIVES: No action is an alternative. We welcome discussion on the grant application form and specified criteria. RECOMMENDATION: Staff is recommending that the TB endorse and reinstate the business enhancement grant program. The 2014 budget contains a budget line item for Economic Development. This program would implement measures that will help existing businesses thrive and grow. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com TOWN OF FRASER RESOLUTION NO. 2014-04-02 A RESOLUTION CONFIRMING APPOINTMENTS TO THE WATER AND WASTEWATER COMMITTEE BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. That the following individuals are appointed to the Water and Wastewater Committee in accordance with the provisions of Chapter 2 Article 10 of the Town Code: a. Peggy Smith b. C. d. e. f. 9 - READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS 16" DAY OF APRIL, 2014. Votes in Favor: _ Votes Opposed: Absent: _ Abstained: (SEAL) BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO By: Mayor ATTEST: Town Clerk Clerk Update: 04/16/2014 Prepared: 04/10/2014 Things are returning to normal in the Clerk's office after the election. Congratulations to our new Trustees I look forward to working with you! The Election Canvass was held on Tuesday, everything was confirmed, stored and awaiting our next election. I have processed Serene Wellness' Medical Marijuana Center renewal application and have received the State's temporary license, awaiting local approval. The application was approved administratively. All reports from the State and local law enforcement came back positive. At this time I have not received an application from Serene Wellness for a retail center. If that is submitted I will schedule a public hearing and it will be brought to the Board. I'll keep you updated. As always please contact me with any questions or concerns you might have: 726-5491 X201 or at lberger town.fraser.co.us. Lu Town of Fraser Sales Tax Report -Actual Collections Jan Feb March April May June July Aug Sept Oct Nov Dec Total Budget Amt +/- 2011 2012 $ Amt +/- % +/- 2012 2013 $ Amt +/- % +/- 2013 2014 $ Amt +/- % +/- 1 $139,7331 $135,024 -4,709 -3.49 $135,024 $154,698 19,674 12.72 $154,698 $166,660 11,962 7.18 $132,193 $144,032 11,840 8.22 $144,032 $148,979 4,946 3.32 $148,979 $146,266 -2,713 -1.85 $159,740 $150,273 -9,467 -6.30 $150,273 $171,102 20,829 12.17 $171,102 $0 -171,102 #DIV/0! $110,982 $118,196 7,214 6.10 $118,196 $109,023 -9,173 -8.41 $109,023 $0 -109,023 #DIV/0! $77,649 $84,564 6,915 8.18 $84,564 $87,347 2,783 3.19 $87,347 $0 -87,347 #DIV/0! $114,268 $131,359 17,091 13.01 $131,359 $119,942 -11,417 -9.52 $119,942 $0 -119,942 #DIV/0! $142,3201 $209,054 66,734 31.92 $209,054 $220,039 10,985 4.99 $220,039 $0 -220,039 #DIV/0! $191,380 $128,839 -62,541 -48.54 $128,839 $121,671 -7,168 -5.89 $121,671 $0 -121,671 #DIV/0! $108,044 $115,404 7,360 6.38 $115,404 $119,707 4,302 3.59 $119,707 $0 -119,707 #DIV/0! $90,443 $88,338 -2,105 -2.38 $88,338 $96,456 8,118 8.42 $96,456 $0 -96,456 #DIV/0! $106,888 $106,965 77 0.07 $106,965 $117,709 10,744 9.13 $117,709 $0 -117,709 #DIV/0! $171,182 $178,196 7,015 3.94 $178,196 $188,083 9,887 5.26 $188,083 $0 -188,083 DIV/0! $174,816 $174,237 -579 -0.33 $174,237 $0 -174,237 #DIV/0! $1,544,822 $1,590,245 45,423 2.94 $1,590,245 $1,654,756 64,511 4.06 $1,654,756 $312,926 -1,341,830 -81.09 $1,550,000 $1,550,000 0 0.00 $1,550,000 $1,600,000 50,000 3.13 $1,600,000 $1,650,000 50,000 3.03- -$5,178 $40,2451 1 $40,2451 $54,7561 50,000 3.13 $54,756 -$1,337,074 $1,650,000 50,000 -0.33 2.601 1 2.601 3.421 $54,7561 3.42 -81.03 Town of Fraser Sales Tax Report -Adjusted Collections Prev Yr Jan Feb March April May June July Aug Sept Oct Nov Dec Total Budget Amt +/- 2011 2012 $ Amt +/- % +/- 2012 2013 $ Amt +/- % +/- 2013 2014 $ Amt +/- % +/- $139,733 $135,024 -4,709 -3.49 $21,722 $10,012 -11,710 -116.96 $10,012 $8,086 -1,926 -23.82 $132,193 $144,032 11,840 8.22 $137,782 $154,926 17,144 11.07 $154,926 $160,134 5,208 3.25 $159,740 $150,273 -9,467 -6.30 $141,872 $146,589 4,717 3.22 $146,589 $144,706 -1,883 -1.30 $110,982 $118,196 7,214 6.10 $164,692 $173,553 8,861 5.11 $173,553 $0 -173,553 #DIV/0! $77,649 $84,564 6,915 8.18 $101,628 $108,934 7,306 6.71 $108,934 $0 -108,934 #DIV/0! $114,268 $131,359 17,091 13.01 $82,457 $85,539 3,082 3.60 $85,539 $0 -85,539 #DIV/0! $142,320 $209,054 66,734 31.92 $124,870 $122,603 -2,267 -1.85 $122,603 $0 -122,603 #DIV/0! $191,380 $128,839 -62,541 -48.54 $142,786 $148,427 5,641 3.80 $148,427 $0 -148,427 #DIV/0! $108,044 $115,404 7,360 6.38 $190,176 $202,817 12,641 6.23 $202,817 $0 -202,817 #DIV/0! $90,443 $88,338 -2,105 -2.38 $114,569 $115,474 905 0.78 $115,474 $0 -115,474 #DIV/0! $106,888 $106,965 77 0.07 $85,853 $99,529 13,676 13.74 $99,529 $0 -99,529 #DIV/0! $171,1821 $178,196 7,015 3.94 $107,022 $112,116 5,094 4.54 $112,116 $0 -112,116 #DIV/0! $174,816 $174,237 -579 -0.33 $174,237 $0 -174,237 #DIV/0! $1,544,822 $1,590,245 45,423 2.94 $1,550,000 $1,550,000 0 0.00 $1,590,245 $1,654,756 64,511 4.06 $1,654,756 $312,926 -1,341,830 -81.09 -$5,178 $40,245 $1,550,000 $1,600,0001 50,000 3.13 $1,600,000 $1,650,000 50,000 3.03 -0.33 2.60 $40,245 $54,7561 $54,756 -$1,337,074 0.011 0.01 2.60 3.421 3.42 -81.03 Finance Update: 04/16/2014 Prepared: 04/10/2014 Transmitted with your packet this week is the current (January — February 2014) Sales Tax Report, along with Financial Statements for January and February for both the Town and the Joint Facility. Sales tax receipts for 2014 are running 3% up Year -To -Date (YTD). As you can see $8,086.00 has been carried back to previous years — had that been booked into 2013 that would have increased our percentage -increase in collections to 5% up YTD, 12/31/13 (vs. the 4% we ended the year at). Winter Park is running up 4% YTD, so our percentages up are at least close again, however you can see that we were down in February (at this point in time anyhow). Financials for January and February look good. March financials will have both the carryover balances booked and any inter -fund transfers (as called out in the budget) booked. March financials will show the cost burden of our heavy snow year — this will be evident in the Public Works supply line (10-60-500) my guess is that fuel, salt sand and vehicle maintenance will have devoured roughly 35% of the year's budget in only 25% of the year. Making the final changes on the Audit Report — our lead auditor is out of the country on a wedding adventure, so when she gets back in the office we will get the last changes completed and will then schedule the audit presentation as soon as possible. As always please contact me with any questions or concerns you might have: 726-5491 X206 or at nhavens(@town.fraser.co.us. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Town of Fraser Sales Tax Report -Actual Collections Jan Feb March April May June July Aug Sept Oct Nov Dec Total Budget Amt +/- 2011 2012 $ Amt +/- % +/- 2012 2013 $ Amt +/- % +/- 2013 2014 $ Amt +/- % +/- 1 $139,7331 $135,024 -4,709 -3.49 $135,024 $154,698 19,674 12.72 $154,698 $166,660 11,962 7.18 $132,193 $144,032 11,840 8.22 $144,032 $148,979 4,946 3.32 $148,979 $0 -148,979 #DIV/0! $159,740 $150,273 -9,467 -6.30 $150,273 $171,102 20,829 12.17 $171,102 $0 -171,102 #DIV/0! $110,982 $118,196 7,214 6.10 $118,196 $109,023 -9,173 -8.41 $109,023 $0 -109,023 #DIV/0! $77,649 $84,564 6,915 8.18 $84,564 $87,347 2,783 3.19 $87,347 $0 -87,347 #DIV/0! $114,268 $131,359 17,091 13.01 $131,359 $119,942 -11,417 -9.52 $119,942 $0 -119,942 #DIV/0! $142,3201 $209,054 66,734 31.92 $209,054 $220,039 10,985 4.99 $220,039 $0 -220,039 #DIV/0! $191,380 $128,839 -62,541 -48.54 $128,839 $121,671 -7,168 -5.89 $121,671 $0 -121,671 #DIV/0! $108,044 $115,404 7,360 6.38 $115,404 $119,707 4,302 3.59 $119,707 $0 -119,707 #DIV/0! $90,443 $88,338 -2,105 -2.38 $88,338 $96,456 8,118 8.42 $96,456 $0 -96,456 #DIV/0! $106,888 $106,965 77 0.07 $106,965 $117,709 10,744 9.13 $117,709 $0 -117,709 #DIV/0! $171,182 $178,196 7,015 3.94 $178,196 $188,083 9,887 5.26 $188,083 $0 -188,083 DIV/0! $174,816 $174,237 -579 -0.33 $174,237 $0 -174,237 #DIV/0! $1,544,822 $1,590,245 45,423 2.94 $1,590,245 $1,654,756 64,511 4.06 $1,654,756 $166,660 -1,488,096 -89.93 $1,550,000 $1,550,000 0 0.00 $1,550,000 $1,600,000 50,000 3.13 $1,600,000 $1,650,000 50,000 3.03- -$5,178 $40,2451 1 $1,550,000 $40,2451 $54,7561 3.13 $1,600,000 $54,756 -$1,483,340 3.03 -0.33 -0.33 2.601 1 $40,245 2.601 3.421 $54,756 -$1,483,340 3.42 -89.90 0.011 0.01 Town of Fraser Sales Tax Report -Adjusted Collections Prev Yr Jan Feb March April May June July Aug Sept Oct Nov Dec Total Budget Amt +/- 2011 2012 $ Amt +/- % +/- 2012 2013 $ Amt +/- % +/- 2013 2014 $ Amt +/- % +/- $139,733 $135,024 -4,709 -3.49 $21,722 $10,012 -11,710 -116.96 $10,012 $5,788 -4,224 -72.98 $132,193 $144,032 11,840 8.22 $137,782 $154,926 17,144 11.07 $154,926 $160,872 5,946 3.70 $159,740 $150,273 -9,467 -6.30 $141,872 $146,589 4,717 3.22 $146,589 $0 -146,589 #DIV/0! $110,982 $118,196 7,214 6.10 $164,692 $173,553 8,861 5.11 $173,553 $0 -173,553 #DIV/0! $77,649 $84,564 6,915 8.18 $101,628 $108,934 7,306 6.71 $108,934 $0 -108,934 #DIV/0! $114,268 $131,359 17,091 13.01 $82,457 $85,539 3,082 3.60 $85,539 $0 -85,539 #DIV/0! $142,320 $209,054 66,734 31.92 $124,870 $122,603 -2,267 -1.85 $122,603 $0 -122,603 #DIV/0! $191,380 $128,839 -62,541 -48.54 $142,786 $148,427 5,641 3.80 $148,427 $0 -148,427 #DIV/0! $108,044 $115,404 7,360 6.38 $190,176 $202,817 12,641 6.23 $202,817 $0 -202,817 #DIV/0! $90,443 $88,338 -2,105 -2.38 $114,569 $115,474 905 0.78 $115,474 $0 -115,474 #DIV/0! $106,888 $106,965 77 0.07 $85,853 $99,529 13,676 13.74 $99,529 $0 -99,529 #DIV/0! $171,1821 $178,196 7,015 3.94 $107,022 $112,116 5,094 4.54 $112,116 $0 -112,116 #DIV/0! $174,816 $174,237 -579 -0.33 $174,237 $0 -174,237 #DIV/0! $1,544,822 $1,590,245 45,423 2.94 $1,550,000 $1,550,000 0 0.00 $1,590,245 $1,654,756 64,511 4.06 $1,654,756 $166,660 -1,488,096 -89.93 -$5,178 $40,245 $1,550,000 $1,600,0001 50,000 3.13 $1,600,000 $1,650,000 50,000 3.03 -0.33 2.60 $40,245 $54,7561 $54,756 -$1,483,340 0.011 0.01 2.60 3.421 3.42 -89.90 TOWN OF FRASER - JOINT FACILITIES BALANCE SHEET FEBRUARY 28, 2014 JOINT FACILITIES FUND ASSETS 40-10100 CASH ALLOCATED TO OTHER FUNDS 29,823.50 40-10210 JFOC CHECKING -GMB 0318047507 90,958.31 40-10215 GMB MONEY MARKET -O&M RESERVE 30,990.13 40-11550 A/R - W PR 11,555.12 40-11560 A/R - GC#1 18,480.15 40-11570 A/R - TOF 10,226.47 TOTAL ASSETS LIABILITIES AND EQUITY LIABILITIES 40-20920 JFOC O&M RESERVE 191,979.00 TOTAL LIABILITIES FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES - YTD 54.68 BALANCE - CURRENT DATE 54.68 TOTAL FUND EQUITY 192,033.68 191,979.00 54.68 TOTAL LIABILITIES AND EQUITY 192,033.68 TOTALREVENUE TOTAL FUND REVENUE TOWN OF FRASER - JOINT FACILITIES REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 JOINT FACILITIES FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT 25.03 REVENUE 40-30-100 INTEREST - O&M ACCOUNTS 40-30-200 O&M REIMBURSEMENT - WPR 40-30-210 O&M REIMBURSEMENT - GC#1 40-30-220 O&M REIMBURSEMENT - TOF 40-30-900 MISCELLANEOUS REVENUE 40-30-999 CARRYOVER BALANCE TOTALREVENUE TOTAL FUND REVENUE TOWN OF FRASER - JOINT FACILITIES REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 JOINT FACILITIES FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT 25.03 54.68 400.00 345.32 13.7 11,555.12 19,805.14 235,827.00 216,021.86 8.4 18,480.15 31,674.41 376,180.00 344,505.59 8.4 10,226.49 17,527.89 204,002.00 186,474.11 8.6 .00 .00 2,000.00 2,000.00 .0 .00 .00 192,116.00 192,116.00 .0 40,286.79 69,062.12 1,010,525.00 941,462.88 6.8 40,286.79 69,062.12 1,010,525.00 941,462.88 6.8 TOWN OF FRASER - JOINT FACILITIES EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 JOINT FACILITIES FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT PLANT EXPENDITURES 40-85-110 SALARIES 13,175.57 30,665.09 192,326.00 161,660.91 15.9 40-85-210 HEALTH INSURANCE 2,878.12 5,818.85 50,400.00 44,581.15 11.6 40-85-220 FICA TAX 940.43 2,209.75 14,713.00 12,503.25 15.0 40-85-230 RETIREMENT 527.02 1,036.58 7,693.00 6,656.42 13.5 40-85-250 UNEMPLOYMENT TAX 39.53 92.00 577.00 485.00 15.9 40-85-280 TRAINING PROGRAMS 400.00 400.00 3,000.00 2,600.00 13.3 40-85-290 TRAVEL - MEALS AND LODGING 430.33 430.33 2,500.00 2,069.67 17.2 40-85-295 MEALS - LOCAL BUSINESS .00 .00 200.00 200.00 .0 40-85-310 LEGAL FEES .00 .00 5,000.00 5,000.00 .0 40-85-320 AUDIT FEE .00 .00 5,000.00 5,000.00 .0 40-85-330 ENGINEERING FEES .00 .00 15,000.00 15,000.00 .0 40-85-350 SLUDGE REMOVAL 2,846.55 2,846.55 65,000.00 62,153.45 4.4 40-85-370 PROFESSIONAL SERVICES 243.60 487.20 20,000.00 19,512.80 2.4 40-85-375 REIMBURSABLE PROF SERVICES .00 .00 1,000.00 1,000.00 .0 40-85-410 BANK CHARGES .00 .00 100.00 100.00 .0 40-85-430 INSURANCE - PLANT .00 .00 35,000.00 35,000.00 .0 40-85-440 ADVERTISING 22.11 22.11 500.00 477.89 4.4 40-85-460 PLANT MAINTENANCE AND REPAIR 2,009.44 2,695.44 40,000.00 37,304.56 6.7 40-85-475 GROUNDS MAINTENANCE .00 .00 2,000.00 2,000.00 .0 40-85-480 EQUIPMENT RENTAL .00 .00 500.00 500.00 .0 40-85-490 PROFESSIONAL MEMBERSHIPS .00 .00 500.00 500.00 .0 40-85-500 OPERATING SUPPLIES 196.83 349.02 20,000.00 19,650.98 1.8 40-85-506 OPERATING SUPPLIES - CHEMICALS .00 4,842.50 85,000.00 80,157.50 5.7 40-85-510 EQUIPMENT PURCHASE AND REPAIR .00 .00 20,000.00 20,000.00 .0 40-85-520 TESTING 4,818.99 4,972.59 55,000.00 50,027.41 9.0 40-85-525 PERMITS .00 .00 10,000.00 10,000.00 .0 40-85-560 UTILITIES - TELEPHONE 228.25 399.61 5,500.00 5,100.39 7.3 40-85-562 UTILITIES - ELECTRICITY 9,989.58 9,989.58 140,000.00 130,010.42 7.1 40-85-565 UTILITIES - NATURAL GAS 609.83 609.83 6,000.00 5,390.17 10.2 40-85-567 UTILITIES - PLANT GENERATOR .00 .00 2,500.00 2,500.00 .0 40-85-569 UTILITIES - TRASH REMOVAL 161.90 323.80 3,500.00 3,176.20 9.3 40-85-650 VEHICLE EXPENSES 743.68 816.61 6,500.00 5,683.39 12.6 40-85-690 MISCELLANEOUS EXPENSE .00 .00 1,000.00 1,000.00 .0 TOTAL PLANT EXPENDITURES 40,261.76 69,007.44 816,009.00 747,001.56 8.5 TOTAL FUND EXPENDITURES 40,261.76 69,007.44 816,009.00 747,001.56 8.5 NET REVENUE OVER EXPENDITURES 25.03 54.68 194,516.00 194,461.32 .0 TOWN OF FRASER - JOINT FACILITIES BALANCE SHEET FEBRUARY 28, 2014 JFF - CRR/CIP FUND ASSETS 47-10100 CASH - COMBINED FUND ( 29,823.50) 47-10220 COLOTRUST 8006 - CRR 50,070.16 47-10310 CB MONEY MARKET - CRR 245,595.84 47-10410 GMB MONEY MARKET - CRR 34,216.22 47-10521 CDARS - 1014540756 - CRR 382,156.64 47-10522 CDARS - 1014540802 - CRR 382,156.66 47-10523 CDARS - 1014540837 - CRR 382,105.43 47-10524 CDARS - 1015381732 - CRR 201,003.47 47-10525 CDARS - 1015300856 - CRR 365,866.74 47-10526 CDARS - 1015300872 - CRR 382,658.28 TOTALASSETS LIABILITIES AND EQUITY LIABILITIES 47-20910 JFOC - CRR FUNDS 2,393,842.46 TOTAL LIABILITIES FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES - YTD 2,163.48 BALANCE - CURRENT DATE 2,163.48 TOTAL FUND EQUITY 2,396,005.94 2,393,842.46 2,163.48 TOTAL LIABILITIES AND EQUITY 2,396,005.94 TOWN OF FRASER - JOINT FACILITIES REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 JFF - CRR/CIP FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT CRR AND CIP FUND REVENUES 47-30-100 INTEREST INCOME - CRR ACCOUNTS 1,026.20 2,163.48 15,000.00 12,836.52 14.4 47-30-990 CRR CARRYOVER BALANCE .00 .00 2,396,684.00 2,396,684.00 .0 TOTAL CRR AND CIP FUND REVENUES 1,026.20 2,163.48 2,411,684.00 2,409,520.52 .1 TOTAL FUND REVENUE 1,026.20 2,163.48 2,411,684.00 2,409,520.52 .1 TOWN OF FRASER - JOINT FACILITIES EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 JFF - CRR/CIP FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT CAPITAL RPLMNTRESERVE PROJECTS 47-60-730 CRR PROJECTS .00 .00 248,000.00 248,000.00 .0 TOTAL CAPITAL RPLMNTRESERVE PROJEC .00 .00 248,000.00 248,000.00 .0 CAPITAL IMPROVEMENT PROJECTS 47-65-730 CIP PROJECTS .00 .00 134,000.00 134,000.00 .0 TOTAL CAPITAL IMPROVEMENT PROJECTS .00 .00 134,000.00 134,000.00 .0 CAPITAL PURCHASES 47-69-740 CAPITAL PURCHASES .00 .00 150,000.00 150,000.00 .0 TOTAL CAPITAL PURCHASES .00 .00 150,000.00 150,000.00 .0 TOTAL FUND EXPENDITURES .00 .00 532,000.00 532,000.00 .0 NET REVENUE OVER EXPENDITURES 1,026.20 2,163.48 1,879,684.00 1,877,520.52 .1 TOWN OF FRASER - JOINT FACILITIES BALANCE SHEET JANUARY 31, 2014 JOINT FACILITIES FUND ASSETS 40-10100 CASH ALLOCATED TO OTHER FUNDS 19,700.00 40-10210 JFOC CHECKING -GMB 0318047507 91,997.98 40-10215 GMB MONEY MARKET -O&M RESERVE 30,987.50 40-11550 A/R - W PR 14,155.76 40-11560 A/R - GC#1 22,639.34 40-11570 A/R - TOF 12,528.07 TOTAL ASSETS LIABILITIES AND EQUITY LIABILITIES 40-20920 JFOC O&M RESERVE 191,979.00 TOTAL LIABILITIES FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES - YTD 29.65 BALANCE - CURRENT DATE 29.65 TOTAL FUND EQUITY 192,008.65 191,979.00 29.65 TOTAL LIABILITIES AND EQUITY 192,008.65 TOWN OF FRASER - JOINT FACILITIES REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 JOINT FACILITIES FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT ZISRAZI1t110 40-30-100 INTEREST - O&M ACCOUNTS 29.65 40-30-200 O&M REIMBURSEMENT - WPR 8,250.02 40-30-210 O&M REIMBURSEMENT - GC#1 13,194.26 40-30-220 O&M REIMBURSEMENT - TOF 7,301.40 40-30-900 MISCELLANEOUS REVENUE .00 40-30-999 CARRYOVER BALANCE .00 2,000.00 TOTAL REVENUE 28,775.33 192,116.00 TOTAL FUND REVENUE 28,775.33 29.65 400.00 370.35 7.4 8,250.02 235,827.00 227,576.98 3.5 13,194.26 376,180.00 362,985.74 3.5 7,301.40 204,002.00 196,700.60 3.6 .00 2,000.00 2,000.00 .0 .00 192,116.00 192,116.00 .0 28,775.33 1,010,525.00 981,749.67 2.9 28,775.33 1,010,525.00 981,749.67 2.9 TOWN OF FRASER - JOINT FACILITIES EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 JOINT FACILITIES FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT PLANT EXPENDITURES 40-85-110 SALARIES 17,489.52 17,489.52 192,326.00 174,836.48 9.1 40-85-210 HEALTH INSURANCE 2,940.73 2,940.73 50,400.00 47,459.27 5.8 40-85-220 FICA TAX 1,269.32 1,269.32 14,713.00 13,443.68 8.6 40-85-230 RETIREMENT 509.56 509.56 7,693.00 7,183.44 6.6 40-85-250 UNEMPLOYMENT TAX 52.47 52.47 577.00 524.53 9.1 40-85-280 TRAINING PROGRAMS .00 .00 3,000.00 3,000.00 .0 40-85-290 TRAVEL - MEALS AND LODGING .00 .00 2,500.00 2,500.00 .0 40-85-295 MEALS - LOCAL BUSINESS .00 .00 200.00 200.00 .0 40-85-310 LEGAL FEES .00 .00 5,000.00 5,000.00 .0 40-85-320 AUDIT FEE .00 .00 5,000.00 5,000.00 .0 40-85-330 ENGINEERING FEES .00 .00 15,000.00 15,000.00 .0 40-85-350 SLUDGE REMOVAL .00 .00 65,000.00 65,000.00 .0 40-85-370 PROFESSIONAL SERVICES 243.60 243.60 20,000.00 19,756.40 1.2 40-85-375 REIMBURSABLE PROF SERVICES .00 .00 1,000.00 1,000.00 .0 40-85-410 BANK CHARGES .00 .00 100.00 100.00 .0 40-85-430 INSURANCE - PLANT .00 .00 35,000.00 35,000.00 .0 40-85-440 ADVERTISING .00 .00 500.00 500.00 .0 40-85-460 PLANT MAINTENANCE AND REPAIR 686.00 686.00 40,000.00 39,314.00 1.7 40-85-475 GROUNDS MAINTENANCE .00 .00 2,000.00 2,000.00 .0 40-85-480 EQUIPMENT RENTAL .00 .00 500.00 500.00 .0 40-85-490 PROFESSIONAL MEMBERSHIPS .00 .00 500.00 500.00 .0 40-85-500 OPERATING SUPPLIES 152.19 152.19 20,000.00 19,847.81 .8 40-85-506 OPERATING SUPPLIES - CHEMICALS 4,842.50 4,842.50 85,000.00 80,157.50 5.7 40-85-510 EQUIPMENT PURCHASE AND REPAIR .00 .00 20,000.00 20,000.00 .0 40-85-520 TESTING 153.60 153.60 55,000.00 54,846.40 .3 40-85-525 PERMITS .00 .00 10,000.00 10,000.00 .0 40-85-560 UTILITIES - TELEPHONE 171.36 171.36 5,500.00 5,328.64 3.1 40-85-562 UTILITIES - ELECTRICITY .00 .00 140,000.00 140,000.00 .0 40-85-565 UTILITIES - NATURAL GAS .00 .00 6,000.00 6,000.00 .0 40-85-567 UTILITIES - PLANT GENERATOR .00 .00 2,500.00 2,500.00 .0 40-85-569 UTILITIES - TRASH REMOVAL 161.90 161.90 3,500.00 3,338.10 4.6 40-85-650 VEHICLE EXPENSES 72.93 72.93 6,500.00 6,427.07 1.1 40-85-690 MISCELLANEOUS EXPENSE .00 .00 1,000.00 1,000.00 .0 TOTAL PLANT EXPENDITURES 28,745.68 28,745.68 816,009.00 787,263.32 3.5 TOTAL FUND EXPENDITURES 28,745.68 28,745.68 816,009.00 787,263.32 3.5 NET REVENUE OVER EXPENDITURES 29.65 29.65 194,516.00 194,486.35 .0 TOWN OF FRASER - JOINT FACILITIES BALANCE SHEET JANUARY 31, 2014 JFF - CRR/CIP FUND ASSETS 47-10100 CASH - COMBINED FUND ( 19,700.00) 47-10220 COLOTRUST 8006 - CRR 50,065.71 47-10310 CB MONEY MARKET - CRR 245,473.44 47-10410 GMB MONEY MARKET - CRR 34,206.05 47-10521 CDARS - 1014540756 - CRR 381,952.19 47-10522 CDARS - 1014540802 - CRR 381,952.21 47-10523 CDARS - 1014540837 - CRR 381,901.01 47-10524 CDARS - 1015381732 - CRR 200,972.66 47-10525 CDARS - 1015300856 - CRR 365,782.67 47-10526 CDARS - 1015300872 - CRR 382,497.30 TOTALASSETS LIABILITIES AND EQUITY LIABILITIES 47-20200 ACCOUNTS PAYABLE TRADE 10,123.50 47-20910 JFOC - CRR FUNDS 2,393,842.46 TOTAL LIABILITIES FUND EQUITY UNAPPROPRIATED FUND BALANCE: REVENUE OVER EXPENDITURES - YTD 1,137.28 BALANCE - CURRENT DATE 1.137.28 TOTAL FUND EQUITY 2,405,103.24 2,403,965.96 1,137.28 TOTAL LIABILITIES AND EQUITY 2,405,103.24 TOWN OF FRASER - JOINT FACILITIES REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 JFF - CRR/CIP FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT CRR AND CIP FUND REVENUES 47-30-100 INTEREST INCOME - CRR ACCOUNTS 1,137.28 1,137.28 15,000.00 13,862.72 7.6 47-30-990 CRR CARRYOVER BALANCE .00 .00 2,396,684.00 2,396,684.00 .0 TOTAL CRR AND CIP FUND REVENUES 1,137.28 1,137.28 2,411,684.00 2,410,546.72 .1 TOTAL FUND REVENUE 1,137.28 1,137.28 2,411,684.00 2,410,546.72 .1 TOWN OF FRASER - JOINT FACILITIES EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 JFF - CRR/CIP FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT CAPITAL RPLMNTRESERVE PROJECTS 47-60-730 CRR PROJECTS .00 .00 248,000.00 248,000.00 .0 TOTAL CAPITAL RPLMNTRESERVE PROJEC .00 .00 248,000.00 248,000.00 .0 CAPITAL IMPROVEMENT PROJECTS 47-65-730 CIP PROJECTS .00 .00 134,000.00 134,000.00 .0 TOTAL CAPITAL IMPROVEMENT PROJECTS .00 .00 134,000.00 134,000.00 .0 CAPITAL PURCHASES 47-69-740 CAPITAL PURCHASES .00 .00 150,000.00 150,000.00 .0 TOTAL CAPITAL PURCHASES .00 .00 150,000.00 150,000.00 .0 TOTAL FUND EXPENDITURES .00 .00 532,000.00 532,000.00 .0 NET REVENUE OVER EXPENDITURES 1,137.28 1,137.28 1,879,684.00 1,878,546.72 .1 TOWN OF FRASER COMBINED CASH INVESTMENT FEBRUARY 28, 2014 COMBINED CASH ACCOUNTS 01-10200 GENERAL CHECKING #878-000884 01-10220 GENERAL CO -01-0160-8001 TOTAL COMBINED CASH 01-10100 CASH ALLOCATED TO OTHER FUNDS TOTAL UNALLOCATED CASH CASH ALLOCATION RECONCILIATION 10 ALLOCATION TO GENERAL FUND 20 ALLOCATION TO CONSERVATION TRUST FUND 30 ALLOCATION TO CAPITAL EQUIP REPLACEMENT FUND 32 ALLOCATION TO CAPITAL ASSET FUND 40 ALLOCATION TO DEBT SERVICE FUND 50 ALLOCATION TO WATER FUND 55 ALLOCATION TO WASTEWATER FUND TOTAL ALLOCATIONS TO OTHER FUNDS ALLOCATION FROM COMBINED CASH FUND - 01-10100 ZERO PROOF IF ALLOCATIONS BALANCE 68,555.11 7,259,361.27 7,327,916.38 ( 7,327,916.38) .00 2,783,398.73 893.87 474,190.25 113, 905.00 424,469.08 897,978.89 2,633,080.56 7,327,916.38 ( 7,327,916.38) .00 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 1 10-10100 CASH - COMBINED FUND 10-10290 CASH WITH TREASURER 10-11100 PROPERTY TAXES RECEIVABLE 10-11550 ACCTS REC - BILLINGS 10-12000 ALLOWANCE FOR DOUBTFUL ACCTS. 10-12500 FORFETURES DUE TOF FROM CCOERA 10-21760 TOTALASSETS LIABILITIES AND EQUITY LIABILITIES 10-21000 ACCRUED WAGES 10-21710 FWT/FICA PAYABLE 10-21730 STATE WITHHOLDING PAYABLE 10-21740 UNEMPLOYMENT TAXES PAYABLE 10-21750 RETIREMENT PLAN PAYABLE 10-21755 457 DEFERRED COMP PAYABLE 10-21760 HEALTH INSURANCE PAYABLE 10-21773 DEPENDENT CARE PAYABLE 10-21775 FLEX HEALTH PLAN PAYABLE 10-22210 DEFERRED TAXES 10-22920 SUBDIVISION IMP SECURITY DEP 10-22930 DRIVEWAY PERMIT SURETY 10-22950 RENTAL PROPERTY DEPOSITS HELD 10-22960 COMMUNITY DONATIONS -PROJECTS TOTAL LIABILITIES 10-27000 RESFUND BAL - SAVINGS 10-27100 RESTRICTED FUND BALANCE UNAPPROPRIATED FUND BALANCE: 10-29800 FUND BALANCE - BEGINNING OF YR REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 GENERALFUND 2,783,398.73 ( 1,413.28) 195,916.00 52,078.95 ( 20,409.55) ( 2,109.42) AQA 23,678.34 8,597.81 3,261.00 547.65 2,905.92 2,199.60 2,146.97) 1,107.72) 3,310.34 195,916.35 7,779.00 12,500.00 750.00 258,691.32 750,000.00 221,805.00 2,009,109.67 ( 232,144.56) 1,776,965.11 2,748,770.11 � — nc1 AO FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 2 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT TAXES 10-31-100 GENERAL FUND PROPERTY TAX 16,910.20 16,910.20 190,000.00 173,089.80 8.9 10-31-200 SPECIFIC OWNERSHIP TAX 854.76 854.76 8,500.00 7,645.24 10.1 10-31-300 MOTOR VEHICLE TAX 287.00 287.00 4,200.00 3,913.00 6.8 10-31-400 TOWN SALES TAX .00 .00 1,650,000.00 1,650,000.00 .0 10-31-410 USE TAX - BUILDING MATERIALS .00 .00 55,000.00 55,000.00 .0 10-31-420 USE TAX - MOTOR VEHICLE SALES 4,662.37 4,662.37 45,000.00 40,337.63 10.4 10-31-430 STATE CIGARETTE TAX .00 .00 5,000.00 5,000.00 .0 10-31-800 FRANCHISE FEES .00 .00 49,000.00 49,000.00 .0 TOTAL TAXES 22,714.33 22,714.33 2,006,700.00 1,983,985.67 1.1 LICENSES & PERMITS 10-32-100 BUSINESS LICENSE FEES 80.00 100.00 12,000.00 11,900.00 .8 10-32-110 REGULATED INDUSTRY FEES/TAXES 1,427.28 1,427.28 22,500.00 21,072.72 6.3 TOTAL LICENSES & PERMITS 1,507.28 1,527.28 34,500.00 32,972.72 4.4 CHARGES FOR SERVICES 10-34-100 ANNEXATION FEES .00 .00 1,000.00 1,000.00 .0 10-34-110 ZONING FEES .00 .00 1,500.00 1,500.00 .0 10-34-120 SUBDIVISION FEES .00 .00 1,500.00 1,500.00 .0 10-34-130 MISCELLANEOUS PLANNING FEES .00 .00 1,000.00 1,000.00 .0 TOTAL CHARGES FOR SERVICES .00 .00 5,000.00 5,000.00 .0 MISCELLANEOUS REVENUE 10-36-100 INTEREST EARNINGS 239.12 504.26 3,500.00 2,995.74 14.4 10-36-300 RENTAL INCOME 435.00 1,640.00 8,000.00 6,360.00 20.5 10-36-610 REIMBURSABLE - PROF SERVICES 1,344.59 3,240.90 50,000.00 46,759.10 6.5 10-36-900 MISCELLANEOUS REVENUE 33.00 12,631.36 35,000.00 22,368.64 36.1 TOTAL MISCELLANEOUS REVENUE 2,051.71 18,016.52 96,500.00 78,483.48 18.7 OTHER SOURCES & TRANSFERS 10-39-999 CARRYOVER BALANCE .00 .00 1,936,501.00 1,936,501.00 .0 TOTAL OTHER SOURCES & TRANSFERS .00 .00 1,936,501.00 1,936,501.00 .0 TOTAL FUND REVENUE 26,273.32 42,258.13 4,079,201.00 4,036,942.87 1.0 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 3 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT 10-41-110 SALARIES 100.00 100.00 26,000.00 25,900.00 .4 10-41-220 FICA TAX 7.65 7.65 1,989.00 1,981.35 .4 10-41-280 TRAINING PROGRAMS 645.89 645.89 2,000.00 1,354.11 32.3 10-41-290 TRAVEL, MEALS AND LODGING 100.00 100.00 5,000.00 4,900.00 2.0 10-41-295 MEALS AND ENTERTAINMENT 651.37 956.80 8,000.00 7,043.20 12.0 10-41-690 MISCELLANEOUS EXPENSE 115.00 115.00 3,000.00 2,885.00 3.8 10-41-860 GRANTS AND AID TO AGENCIES .00 500.00 .00 ( 500.00) .0 10-41-861 INTERGOVERNMENTAL AGREEMENTS .00 .00 19,000.00 19,000.00 .0 10-41-862 FRASER/WINTER PARK POLICE DEPT .00 .00 412,080.00 412,080.00 .0 10-41-863 STREET LIGHTING AND SIGNALS 1,555.07 1,555.07 14,500.00 12,944.93 10.7 10-41-864 SPECIAL EVENTS .00 .00 20,000.00 20,000.00 .0 10-41-867 CHAMBER OF COMMERCE - IGA .00 .00 54,945.00 54,945.00 .0 10-41-868 WINTER SHUTTLE - IGA 10,400.00 20,800.00 52,000.00 31,200.00 40.0 10-41-870 BUSINESS DIST STREETSCAPE .00 .00 5,000.00 5,000.00 .0 10-41-871 BUSINESS ENHANCEMENT PROGRAMS .00 .00 90,000.00 90,000.00 .0 TOTAL TOWN BOARD 13,574.98 24,780.41 713,514.00 688,733.59 3.5 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 4 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT ADMINISTRATION 10-45-110 SALARIES 14,823.72 42,384.31 209,116.00 166,731.69 20.3 10-45-210 HEALTH INSURANCE 2,799.25 8,397.75 36,378.00 27,980.25 23.1 10-45-220 FICA TAX 1,058.17 3,052.81 15,997.00 12,944.19 19.1 10-45-230 RETIREMENT 582.18 1,455.45 8,365.00 6,909.55 17.4 10-45-250 UNEMPLOYMENT TAX 44.46 127.13 627.00 499.87 20.3 10-45-280 TRAINING PROGRAMS 20.00 62.00 2,500.00 2,438.00 2.5 10-45-290 TRAVEL, MEALS AND LODGING 2,775.28 2,775.28 3,000.00 224.72 92.5 10-45-295 MEALS AND ENTERTAINMENT 27.72 27.72 3,500.00 3,472.28 .8 10-45-310 LEGAL FEES 5,340.00 5,340.00 50,000.00 44,660.00 10.7 10-45-320 AUDIT FEES .00 .00 12,184.00 12,184.00 .0 10-45-330 ENGINEERING FEES .00 .00 5,000.00 5,000.00 .0 10-45-360 COMPUTERS -NETWORKS AND SUPPORT 1,582.51 4,618.40 45,000.00 40,381.60 10.3 10-45-370 OTHER PROFESSIONAL SERVICES 2,220.00 3,494.00 105,000.00 101,506.00 3.3 10-45-375 REIMBURSABLE PROF SERVICES .00 .00 50,000.00 50,000.00 .0 10-45-380 JANITORIAL SERVICES 668.68 668.68 15,000.00 14,331.32 4.5 10-45-385 TREASURER'S FEES 338.21 338.21 5,700.00 5,361.79 5.9 10-45-395 RECORDING FEES .00 .00 1,000.00 1,000.00 .0 10-45-410 BANK CHARGES 178.04 216.76 800.00 583.24 27.1 10-45-420 ELECTIONS .00 .00 5,000.00 5,000.00 .0 10-45-430 INSURANCE - ALL DEPARTMENTS .00 22,118.75 50,000.00 27,881.25 44.2 10-45-440 ADVERTISING 82.54 82.54 2,500.00 2,417.46 3.3 10-45-490 PROFESSIONAL MEMBERSHIPS .00 4,004.00 7,000.00 2,996.00 57.2 10-45-500 OPERATING SUPPLIES 278.39 1,272.67 12,000.00 10,727.33 10.6 10-45-510 EQUIPMENT PURCHASE AND REPAIR 65.00 65.00 15,000.00 14,935.00 .4 10-45-550 POSTAGE .00 6.60 1,500.00 1,493.40 .4 10-45-560 UTILITIES -TELEPHONE 534.28 1,052.98 6,060.00 5,007.02 17.4 10-45-561 UTILITIES - NATURAL GAS 482.28 1,033.77 5,700.00 4,666.23 18.1 10-45-562 UTILITIES - ELECTRICITY 499.23 499.23 6,700.00 6,200.77 7.5 10-45-569 UTILITIES - TRASH REMOVAL 113.69 213.69 1,500.00 1,286.31 14.3 10-45-670 PROP MGMT - 117 EISENHOWER DR 1,467.96 2,149.78 12,000.00 9,850.22 17.9 10-45-671 PROP MGMT - 105 FRASER AVE .00 .00 500.00 500.00 .0 10-45-673 PROP MGMT - 153 FRASER AVE 242.89 242.89 23,000.00 22,757.11 1.1 10-45-674 PROP MGMT - 200 EISENHOWER DR .00 52.00 500.00 448.00 10.4 10-45-676 PROP MGMT - 400 DOC SUSIE AVE 105.40 105.40 2,500.00 2,394.60 4.2 10-45-690 MISCELLANEOUS EXPENSE 888.00 1,000.00 7,500.00 6,500.00 13.3 10-45-810 LEASE/PURCHASE - PRINCIPAL 9,509.50 9,509.50 19,252.00 9,742.50 49.4 10-45-820 LEASE/PURCHASE - INTEREST 9,677.38 9,677.38 19,122.00 9,444.62 50.6 TOTAL ADMINISTRATION 56,404.76 126,044.68 766,501.00 640,456.32 16.4 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 5 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT PUBLIC WORKS 10-60-110 SALARIES 26,333.22 73,846.43 372,252.00 298,405.57 19.8 10-60-210 HEALTH INSURANCE 5,595.36 16,996.78 80,054.00 63,057.22 21.2 10-60-220 FICA TAX 1,861.88 5,269.46 28,477.00 23,207.54 18.5 10-60-230 RETIREMENT 997.17 2,321.21 14,890.00 12,568.79 15.6 10-60-250 UNEMPLOYMENT TAX 78.99 221.51 1,117.00 895.49 19.8 10-60-280 TRAINING PROGRAMS 195.00 195.00 1,000.00 805.00 19.5 10-60-290 TRAVEL, MEALS AND LODGING 65.80 65.80 1,000.00 934.20 6.6 10-60-295 MEALS AND ENTERTAINMENT .00 .00 500.00 500.00 .0 10-60-330 ENGINEERING FEES .00 .00 60,000.00 60,000.00 .0 10-60-360 COMPUTER NETWORK SUPPORT .00 .00 1,500.00 1,500.00 .0 10-60-370 OTHER PROFESSIONAL SERVICES 23.10 23.10 2,500.00 2,476.90 .9 10-60-475 CONTRACT SNOW REMOVAL .00 440.00 .00 ( 440.00) .0 10-60-480 EQUIPMENT RENTAL .00 .00 2,500.00 2,500.00 .0 10-60-490 PROFESSIONAL MEMBERSHIPS .00 300.00 250.00 ( 50.00) 120.0 10-60-500 OPERATING SUPPLIES 7,555.61 7,664.10 70,000.00 62,335.90 11.0 10-60-506 PLANTS/PLANTER SUPPLIES .00 175.00 10,000.00 9,825.00 1.8 10-60-510 EQUIPMENT PURCHASE AND REPAIR 715.12 715.12 30,000.00 29,284.88 2.4 10-60-560 UTILITIES - TELEPHONE 93.21 186.50 2,700.00 2,513.50 6.9 10-60-561 UTILITIES - NATURAL GAS 744.66 1,572.51 6,000.00 4,427.49 26.2 10-60-562 UTILITIES - ELECTRICITY 189.14 189.14 2,500.00 2,310.86 7.6 10-60-569 UTILITIES - TRASH REMOVAL 100.00 213.69 2,100.00 1,886.31 10.2 10-60-670 PROP MGMT - 125 FRASER AVE 1,062.28 1,106.35 2,500.00 1,393.65 44.3 10-60-673 PROP MGMT - FRASER RIVER TRAIL .00 .00 5,000.00 5,000.00 .0 10-60-674 PROP MGMT - HWY 40 PEDESTRIAN .00 .00 5,000.00 5,000.00 .0 10-60-676 PROP MGMT - OLD SCHLHOUSE PK .00 .00 500.00 500.00 .0 10-60-679 PROP MGMT - SCHOOL BUS GARAGE 567.83 1,010.82 6,500.00 5,489.18 15.6 10-60-681 PROP MGMT - COZENS RANCH PARK .00 .00 105,000.00 105,000.00 .0 10-60-684 PROP MGMT - FRODO .00 .00 10,000.00 10,000.00 .0 10-60-685 MOUNTAIN MAN PARK .00 .00 500.00 500.00 .0 10-60-686 GORANSON STATION .00 .00 15,000.00 15,000.00 .0 10-60-690 MISCELLANEOUS EXPENSE .00 .00 1,200.00 1,200.00 .0 10-60-725 STREET IMPROVEMENTS 137.70 137.70 75,000.00 74,862.30 .2 TOTAL PUBLIC WORKS 120 ZEREX AVENUE 46,316.07 112,650.22 915,540.00 802,889.78 12.3 10-65-370 OTHER PROFESSIONAL SERVICES .00 .00 10,000.00 10,000.00 .0 10-65-380 JANITORIAL SERVICES 450.00 450.00 5,500.00 5,050.00 8.2 10-65-560 UTILITIES - TELEPHONE 50.79 101.66 500.00 398.34 20.3 10-65-561 UTILITIES - NATURAL GAS 141.04 298.56 1,500.00 1,201.44 19.9 10-65-562 UTILITIES - ELECTRICITY 90.00 90.00 1,000.00 910.00 9.0 10-65-670 PROP MGMT - 120 ZEREX .00 11.69 8,000.00 7,988.31 .2 TOTAL 120 ZEREX AVENUE 731.83 951.91 26,500.00 25,548.09 3.6 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 6 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT TRANSFERS 10-90-940 TRANSFER TO DEBT SERVICE FUND .00 .00 247,373.00 247,373.00 .0 TOTAL TRANSFERS .00 .00 247,373.00 247,373.00 .0 FISCAL AGENT 10-95-110 SALARIES 374.32 6,380.29 .00 ( 6,380.29) .0 10-95-210 HEALTH INSURANCE 100.99 2,865.68 .00 ( 2,865.68) .0 10-95-220 FICA TAX 28.87 455.15 .00 ( 455.15) .0 10-95-230 RETIREMENT 14.97 255.21 .00 ( 255.21) .0 10-95-250 UNEMPLOYMENT TAX 1.12 19.14 .00 ( 19.14) .0 TOTAL FISCAL AGENT 520.27 9,975.47 .00 ( 9,975.47) .0 TOTAL FUND EXPENDITURES 117,547.91 274,402.69 2,669,428.00 2,395,025.31 10.3 NET REVENUE OVER EXPENDITURES ( 91,274.59) ( 232,144.56) 1,409,773.00 1,641,917.56 ( 16.5) FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 7 TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 CONSERVATION TRUST FUND ASSETS 20-10100 CASH -COMBINED FUND 893.87 TOTAL ASSETS 893.87 LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 20-29800 FUND BALANCE - BEGINNING OF YR 893.18 REVENUE OVER EXPENDITURES - YTD .69 BALANCE - CURRENT DATE 893.87 TOTAL FUND EQUITY 893.87 TOTAL LIABILITIES AND EQUITY 893.87 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 8 REVENUE 20-30-100 CONS TRUST (LOTTERY) PROCEEDS 20-30-800 INTEREST EARNINGS 20-30-999 CARRYOVER BALANCE TOTALREVENUE TOTAL FUND REVENUE NET REVENUE OVER EXPENDITURES TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 CONSERVATION TRUST FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT .00 .00 .00 .00 .69 .00 6,100.00 10.00 402.00 6,100.00 9.31 402.00 .0 6.9 .0 .00 .69 6,512.00 6,511.31 .0 .00 .69 6,512.00 6,511.31 .0 .00 .69 6,512.00 6,511.31 .0 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 9 ASSETS 30-10100 CASH -COMBINED FUND TOTAL ASSETS LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 30-29800 FUND BALANCE - BEGINNING OF YR REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 CAPITAL EQUIP REPLACEMENT FUND 474,190.25 474,190.25 470,585.69 3,604.56 474,190.25 474,190.25 474,190.25 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 10 30-30-100 HWY USE TAX PROCEEDS 30-30-800 INTEREST EARNINGS 30-30-920 TRANSFER FROM UTILITY FUNDS 30-30-999 CARRYOVER BALANCE TOTALREVENUE TOTAL FUND REVENUE TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 CAPITAL EQUIP REPLACEMENT FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT 3,517.13 3,517.13 44,594.00 41,076.87 7.9 41.70 87.43 300.00 212.57 29.1 .00 .00 20,000.00 20,000.00 .0 .00 .00 470,019.00 470,019.00 .0 3,558.83 3,604.56 534,913.00 531,308.44 .7 3,558.83 3,604.56 534,913.00 531,308.44 .7 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 11 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 CAPITAL EQUIP REPLACEMENT FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 30-40-755 HEAVY EQUIPMENT PURCHASE .00 .00 50,000.00 50,000.00 .0 30-40-810 LEASE/PURCHASE - PRINCIPAL .00 .00 40,938.00 40,938.00 .0 30-40-820 LEASE/PURCHASE - INTEREST .00 .00 4,480.00 4,480.00 .0 TOTAL EXPENDITURES .00 .00 95,418.00 95,418.00 .0 TOTAL FUND EXPENDITURES .00 .00 95,418.00 95,418.00 .0 NET REVENUE OVER EXPENDITURES 3,558.83 3,604.56 439,495.00 435,890.44 .8 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 12 TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 CAPITAL ASSET FUND ASSETS 32-10100 CASH -COMBINED FUND TOTAL ASSETS LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 32-29800 FUND BALANCE - BEGINNING OF YR 103,883.65 REVENUE OVER EXPENDITURES - YTD 10,021.35 BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY 113,905.00 113,905.00 113, 905.00 113, 905.00 113, 905.00 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 13 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 CAPITAL ASSET FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT CAPITAL ASSET REVENUE 32-30-100 RESERVED FOR FUTURE USE .00 .00 2,250,000.00 2,250,000.00 .0 32-30-800 INTEREST EARNINGS 10.26 21.35 .00 ( 21.35) .0 TOTAL CAPITAL ASSET REVENUE 10.26 21.35 2,250,000.00 2,249,978.65 .0 TOTAL FUND REVENUE 10.26 21.35 2,250,000.00 2,249,978.65 .0 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 14 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 CAPITAL ASSET FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT CAPITAL ASSET EXPENDITURES 32-40-810 CAPITAL PROJ- STREETS EXISTING 32-40-815 CAPITAL PROJ - STREETS NEW TOTAL CAPITAL ASSET EXPENDITURES TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES .00 ( 10,000.00) .00 10,000.00 .0 .00 .00 2,250,000.00 2,250,000.00 .0 .00 ( 10,000.00) 2,250,000.00 2,260,000.00 ( .4) .00 ( 10,000.00) 2,250,000.00 2,260,000.00 ( .4) 10.26 10,021.35 .00 ( 10,021.35) .0 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:11 PM PAGE: 15 40-10100 CASH -COMBINED FUND 40-10290 CASH WITH TREASURER 40-11100 PROPERTY TAXES RECEIVABLE TOTAL ASSETS LIABILITIES AND EQUITY IE"\ MMbdlK� 40-22210 DEFERRED PROPERTY TAXES TOTAL LIABILITIES cl lKlm -1 11- 40-27000 RESFUND BAL-1 YEARS PAYMENT 40-27100 RESTRICTED FUND BALANCE UNAPPROPRIATED FUND BALANCE: 40-29800 FUND BALANCE - BEGINNING OF YR REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 DEBT SERVICE FUND 424,469.08 ( 577.26) 80,000.00 80,000.00 300,000.00 87,246.16 29,485.98 7,159.68 36,645.66 423,891.82 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 16 40-30-100 PROPERTY TAX 40-30-200 SPECIFIC OWNERSHIP TAX 40-30-800 INTEREST EARNINGS 40-30-910 TRANSFER IN FROM GENERAL FUND TOTALREVENUE TOTAL FUND REVENUE TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 DEBT SERVICE FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT 6,906.99 6,906.99 80,000.00 73,093.01 8.6 313.39 313.39 3,000.00 2,686.61 10.5 36.56 77.44 250.00 172.56 31.0 .00 .00 247,373.00 247,373.00 .0 7,256.94 7,297.82 330,623.00 323,325.18 2.2 7,256.94 7,297.82 330,623.00 323,325.18 2.2 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 17 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 DEBT SERVICE FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 40-40-385 TREASURER'S FEES GO BOND 138.14 138.14 2,000.00 1,861.86 6.9 40-40-810 BOND PRINCIPAL - 02 S&L ISSUE .00 .00 25,000.00 25,000.00 .0 40-40-811 BOND PRINCIPAL - 98 GO ISSUE .00 .00 40,000.00 40,000.00 .0 40-40-812 BOND PRINCIPAL - 98 S&U ISSUE .00 .00 170,000.00 170,000.00 .0 40-40-820 BOND INTEREST - 02 S&U ISSUE .00 .00 7,013.00 7,013.00 .0 40-40-821 BOND INTEREST - 98 GO ISSUE .00 .00 9,676.00 9,676.00 .0 40-40-822 BOND INTEREST - 98 S&U ISSUE .00 .00 45,360.00 45,360.00 .0 40-40-850 BOND AGENT FEES .00 .00 2,500.00 2,500.00 .0 40-40-910 TRANSFER TO DSF RESERVES .00 .00 29,074.00 29,074.00 .0 TOTAL EXPENDITURES 138.14 138.14 330,623.00 330,484.86 .0 TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES 138.14 7,118.80 138.14 330,623.00 330,484.86 .0 7,159.68 .00 ( 7,159.68) .0 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 18 50-10100 CASH - COMBINED FUND 50-10290 CASH W/TREASURER- COLLECTIONS 50-11500 A/R CUSTOMER SERVICE CHARGES 50-16100 LAND 50-16200 BUILDINGS 50-16203 WELLS SYSTEM 50-16212 WATER DISTRIBUTION/STORAGE 50-16213 WELLS 50-16400 EQUIPMENT 50-16500 WATER RIGHTS 50-17900 ACCUMULATED DEPRECIATION 50-17901 ACCUMULATED DEPR - BLDGS& IMPR 50-17902 ACCUMULATED DEPR- SYSTEM&IMPR TOTAL ASSETS LIABILITIES AND EQUITY 50-21100 ACCRUED PTO AND BENEFITS 50-22910 ROAD CUT SURITY FEES TOTAL LIABILITIES I40I11I mKlmlb&I 50-27000 RESFUND BAL - O & M UNAPPROPRIATED FUND BALANCE: 50-29800 RETAINED EARNINGS REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 WATER FUND 11, 750,777.39 897,978.89 1,564.79 2,474.07 100,000.00 2,928,912.49 768,371.74 9,845,211.82 1,076,740.43 353,994.02 19,775.86 ( 3,542,825.67) ( 72,684.00) 12,078,974.44 4,114.74 15, 860.00 19,974.74 360,000.00 11,698,999.70 12,058,999.70 12,078,974.44 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 19 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 WATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT LICENSES & PERMITS 50-32-100 EXCAVATION PERMIT FEES TOTAL LICENSES & PERMITS CHARGES FOR SERVICES 50-34-100 CUSTOMER SERVICE CHARGES 50-34-150 PENALTIES & INTEREST 50-34-200 PLANT INVESTMENT FEES 50-34-300 WATER METER SALES 50-34-999 CONTRIBUTED ASSETS TOTAL CHARGES FOR SERVICES MISCELLANEOUS REVENUE 50-36-100 INTEREST EARNINGS 50-36-900 MISCELLANEOUS REVENUE TOTAL MISCELLANEOUS REVENUE OTHER SOURCES & TRANSFERS 50-39-999 CARRYOVER BALANCE TOTAL OTHER SOURCES & TRANSFERS TOTAL FUND REVENUE .00 .00 200.00 200.00 .0 .00 .00 200.00 200.00 .0 .00 .00 663,165.00 663,165.00 .0 ( 255.46) 528.46 1,000.00 471.54 52.9 .00 .00 8,000.00 8,000.00 .0 .00 .00 500.00 500.00 .0 .00 .00 1,000.00 1,000.00 .0 ( 255.46) 528.46 673,665.00 673,136.54 .1 80.83 160.52 2,500.00 2,339.48 6.4 778.00 3,363.00 .00 ( 3,363.00) .0 858.83 3,523.52 2,500.00 ( 1,023.52) 140.9 .00 .00 353,061.00 353,061.00 .0 .00 .00 353,061.00 353,061.00 .0 603.37 4,051.98 1,029,426.00 1,025,374.02 .4 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 20 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 WATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT =vDmnlnm iDMQ 50-40-110 SALARIES 8,537.56 23,936.88 173,250.00 149,313.12 13.8 50-40-210 HEALTH INSURANCE 1,554.54 4,708.66 33,600.00 28,891.34 14.0 50-40-220 FICA TAX 612.39 1,728.52 13,254.00 11,525.48 13.0 50-40-230 RETIREMENT 328.94 801.79 6,930.00 6,128.21 11.6 50-40-250 UNEMPLOYMENT TAX 25.43 71.74 520.00 448.26 13.8 50-40-280 TRAINING PROGRAMS 00 90.00 3,000.00 2,910.00 3.0 50-40-290 TRAVEL, MEALS AND LODGING .00 .00 3,000.00 3,000.00 .0 50-40-295 MEALS AND ENTERTAINMENT .00 .00 2,000.00 2,000.00 .0 50-40-310 LEGAL FEES 2,820.00 2,820.00 85,000.00 82,180.00 3.3 50-40-330 ENGINEERING FEES .00 .00 130,000.00 130,000.00 .0 50-40-360 COMPUTERS -NETWORKS AND SUPPORT 200.00 421.17 10,000.00 9,578.83 4.2 50-40-370 OTHER PROFESSIONAL SERVICES 7,495.88 7,495.88 5,000.00 ( 2,495.88) 149.9 50-40-430 INSURANCE .00 .00 25,000.00 25,000.00 .0 50-40-440 ADVERTISING .00 .00 500.00 500.00 .0 50-40-460 SYSTEM REPAIR AND MAINT- PROD 1,149.95 2,569.74 70,000.00 67,430.26 3.7 50-40-465 SYSTEM REPAIR AND MAINT- DIST 1,025.16 1,197.16 45,000.00 43,802.84 2.7 50-40-490 PROFESSIONAL MEMBERSHIPS 200.00 1,082.50 8,000.00 6,917.50 13.5 50-40-500 OPERATING SUPPLIES -PRODUCTION 2,397.49 2,488.84 25,000.00 22,511.16 10.0 50-40-505 OPERATING SUPPLIES-DISTRIB 2,568.14 2,568.14 25,000.00 22,431.86 10.3 50-40-510 EQUIPMENT PURCHASE AND REPAIR .00 35.79 12,000.00 11,964.21 .3 50-40-520 TESTING .00 .00 5,000.00 5,000.00 .0 50-40-550 POSTAGE & BILLING SUPPLIES 29.75 29.75 3,500.00 3,470.25 .9 50-40-560 UTILITIES - TELEPHONE 232.38 465.68 3,500.00 3,034.32 13.3 50-40-562 UTILITIES - ELECTRICITY 3,317.43 3,317.43 50,000.00 46,682.57 6.6 50-40-670 PROP MGMT - FRASER WTP .00 .00 5,000.00 5,000.00 .0 50-40-680 PROP MGMT - MARYVALE WTP .00 .00 5,000.00 5,000.00 .0 50-40-690 MISCELLANEOUS EXPENSE .00 .00 2,000.00 2,000.00 .0 50-40-715 WATER RIGHTS - DIVERSION & DEV .00 .00 335,000.00 335,000.00 .0 50-40-730 CAPITAL PROJECTS .00 .00 177,000.00 177,000.00 .0 50-40-930 TRANSFER TO CERF .00 .00 10,000.00 10,000.00 .0 50-40-970 TRANSFER TO O&M RESERVES .00 .00 100,000.00 100,000.00 .0 TOTAL EXPENDITURES 32,495.04 55,829.67 1,372,054.00 1,316,224.33 4.1 TOTAL FUND EXPENDITURES 32,495.04 55,829.67 1,372,054.00 1,316,224.33 4.1 NET REVENUE OVER EXPENDITURES ( 31,891.67) ( 51,777.69) ( 342,628.00) ( 290,850.31) ( 15.1) FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 21 55-10100 CASH - COMBINED FUND 55-10290 CASH W/TREASURER- COLLECTIONS 55-11500 A/R CUSTOMER SERVICE CHARGES 55-15950 CAP REPL RES HELD W/JFOC 55-15955 O&M RESERVE HELD W/JFOC 55-16100 LAND 55-16200 SEWER TREATMENT PLANT 55-16210 METER BUILDING & IMPROVEMENTS 55-16220 SEWER COLLECTION SYSTEM 55-16250 CONSOLIDATED COLLECTION SYSTEM 55-16400 EQUIPMENT 55-17900 ACCUMULATED DEPRECIATION 55-17905 ACCUM DEPR - PLANT/JFOC 55-17910 ACCUM DEPR - SEWER COLLECT-FSD 55-17915 ACCUM DEPR-EQUIPMENT TOTAL ASSETS LIABILITIES AND EQUITY LIABILITIES 55-21100 ACCRUED PTO AND BENEFITS TOTAL LIABILITIES - IAIPI -1 IITV UNAPPROPRIATED FUND BALANCE: 55-29800 RETAINED EARNINGS 55-29820 RETAINED EARNINGS- RESTRICTED REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 WASTEWATER FUND 13,042,572.88 930,271.23 2,633,080.56 1,316.32 12, 815.08 815,582.23 45,739.00 144,320.40 3,305,761.56 8,056.39 10,816,277.19 279,069.00 37,385.17 ( 801,376.42) ( 45,347.52) ( 3,296,176.72) 6,743.29 13,920,254.35 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 22 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 WASTEWATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT CHARGES FOR SERVICES 55-34-100 CUSTOMER SERVICE CHARGES 55-34-150 PENALTIES & INTEREST 55-34-200 PLANT INVESTMENT FEES .00 TOTAL CHARGES FOR SERVICES 7,500.00 .0 MISCELLANEOUS REVENUE 55-36-100 INTEREST EARNINGS 55-36-500 JFF MANAGEMENT FEE 3,003,438.00 TOTAL MISCELLANEOUS REVENUE OTHER SOURCES & TRANSFERS 55-39-999 CARRYOVER BALANCE TOTAL OTHER SOURCES & TRANSFERS TOTAL FUND REVENUE .00 .00 619,580.00 619,580.00 .0 ( 289.62) 539.73 1,000.00 460.27 54.0 .00 .00 7,500.00 7,500.00 .0 ( 289.62) 539.73 628,080.00 627,540.27 .1 234.14 .00 484.97 .00 2,500.00 29,000.00 2,015.03 29,000.00 19.4 .0 234.14 484.97 31,500.00 31,015.03 1.5 .00 .00 2,343,858.00 2,343,858.00 .0 .00 .00 2,343,858.00 2,343,858.00 .0 ( 55.48) 1,024.70 3,003,438.00 3,002,413.30 .0 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 23 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 2 MONTHS ENDING FEBRUARY 28, 2014 WASTEWATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT 55-40-110 SALARIES 55-40-210 HEALTH INSURANCE 55-40-220 FICA TAX 55-40-230 RETIREMENT 55-40-250 UNEMPLOYMENT TAX 55-40-280 TRAINING PROGRAMS 55-40-290 TRAVEL, MEALS AND LODGING 55-40-295 MEALS AND ENTERTAINMENT 55-40-310 LEGAL FEES 55-40-330 ENGINEERING FEES 55-40-360 COMPUTERS -NETWORKS AND SUPPORT 55-40-370 OTHER PROFESSIONAL SERVICES 55-40-410 BANK CHARGES 55-40-430 INSURANCE 55-40-440 ADVERTISING 55-40-460 SYSTEM REPAIR AND MAINT-COLLEC 55-40-490 PROFESSIONAL MEMBERSHIPS 55-40-500 OPERATING SUPPLIES -COLLECTIONS 55-40-510 EQUIPMENT PURCHASE AND REPAIR 55-40-520 TESTING 55-40-550 POSTAGE & BILLING SUPPLIES 55-40-560 UTILITIES - TELEPHONE 55-40-650 WW TREATMENT CHARGES/JFOC 55-40-690 MISCELLANEOUS EXPENSE 55-40-730 CAPITAL PROJECTS 55-40-740 CAPITAL PURCHASES 55-40-930 TRANSFER TO CERF TOTAL EXPENDITURES TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES 11,486.20 32,328.49 178,500.00 146,171.51 18.1 1,948.38 5,842.20 28,560.00 22,717.80 20.5 838.94 2,373.76 13,655.00 11,281.24 17.4 445.79 1,098.31 7,140.00 6,041.69 15.4 34.21 96.65 536.00 439.35 18.0 .00 .00 2,000.00 2,000.00 .0 .00 .00 2,000.00 2,000.00 .0 24.99 24.99 1,000.00 975.01 2.5 2,820.00 2,820.00 5,000.00 2,180.00 56.4 .00 .00 10, 000.00 10, 000.00 .0 200.00 421.16 6,000.00 5,578.84 7.0 7,495.87 7,495.87 10,000.00 2,504.13 75.0 .00 .00 100.00 100.00 .0 .00 .00 6,000.00 6,000.00 .0 .00 .00 500.00 500.00 .0 .00 .00 160, 000.00 160, 000.00 .0 .00 512.50 6,000.00 5,487.50 8.5 .00 .00 5,000.00 5,000.00 .0 .00 .00 2,500.00 2,500.00 .0 .00 .00 1,000.00 1,000.00 .0 .00 .00 2,500.00 2,500.00 .0 21.21 42.42 500.00 457.58 8.5 12,528.09 7,301.40 204,002.00 196,700.60 3.6 .00 .00 3,000.00 3,000.00 .0 .00 .00 352,500.00 352,500.00 .0 .00 .00 100, 000.00 100, 000.00 .0 .00 .00 10, 000.00 10,000.00 .0 37,843.68 60,357.75 1,117,993.00 1,057,635.25 5.4 37,843.68 60,357.75 1,117,993.00 1,057,635.25 5.4 ( 37,899.16) ( 59,333.05) 1,885,445.00 1,944,778.05 ( 3.2) FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 24 TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 GENERAL FIXED ASSETS ASSETS 91-16100 LAND 730,630.35 91-16200 ADMINISTRATION BUILDING 208,379.39 91-16203 MAINTENANCE BUILDING 57,722.51 91-16208 HOUSE - 400 DOC SUSIE AVE 54,839.27 91-16209 VISITOR CENTER 183,895.00 91-16211 BUSBARN & 105 FRASER AVE HOUSE 100,000.00 91-16250 CHURCH 267,000.00 91-16306 PARKS 367,800.08 91-16311 STREET IMPROVEMENTS 3,439,840.00 91-16312 HIGHWAY 40 PATH 8,872.00 91-16490 EQUIPMENT - OTHER 872,015.00 91-16500 OFFICE EQUIPMENT 57,261.75 91-17900 ACCUMULATED DEPRECIATION ( 2,260,048.61) TOTAL ASSETS LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 91-29800 INVESTMENT IN FIXED ASSETS 4,088,206.74 BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY 4,088,206.74 4,088,206.74 4,088,206.74 4,088,206.74 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 25 TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 GENERAL LONG-TERM DEBT 3,131,161.31 360,000.00 2,035,000.00 475,000.00 15,677.17 245,484.14 3,131,161.31 3,131,161.31 3,131,161.31 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 26 ASSETS 95-18100 AMOUNT TO BE PROVIDED TOTAL ASSETS LIABILITIES AND EQUITY LIABILITIES 95-25050 2002 SERIAL BONDS 95-25060 1998 REVENUE REFUNDING BONDS 95-25070 1998 GENERAL OBLIGATION BONDS 95-25200 ACCRUED COMPENSATED ABSENCES 95-25500 CAPITAL LEASES KOMATSU LOADER TOTAL LIABILITIES TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET FEBRUARY 28, 2014 GENERAL LONG-TERM DEBT 3,131,161.31 360,000.00 2,035,000.00 475,000.00 15,677.17 245,484.14 3,131,161.31 3,131,161.31 3,131,161.31 FOR ADMINISTRATION USE ONLY 16 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:12PM PAGE: 26 TOWN OF FRASER COMBINED CASH INVESTMENT JANUARY 31, 2014 COMBINED CASH ACCOUNTS 01-10200 GENERAL CHECKING #878-000884 01-10220 GENERAL CO -01-0160-8001 TOTAL COMBINED CASH 01-10100 CASH ALLOCATED TO OTHER FUNDS TOTAL UNALLOCATED CASH CASH ALLOCATION RECONCILIATION 10 ALLOCATION TO GENERAL FUND 20 ALLOCATION TO CONSERVATION TRUST FUND 30 ALLOCATION TO CAPITAL EQUIP REPLACEMENT FUND 32 ALLOCATION TO CAPITAL ASSET FUND 40 ALLOCATION TO DEBT SERVICE FUND 50 ALLOCATION TO WATER FUND 55 ALLOCATION TO WASTEWATER FUND TOTAL ALLOCATIONS TO OTHER FUNDS ALLOCATION FROM COMBINED CASH FUND - 01-10100 ZERO PROOF IF ALLOCATIONS BALANCE 165,255.35 7,115,113.88 7,280,369.23 ( 7,280,369.23) .00 2,702,873.60 893.87 470,631.42 113, 894.74 417, 350.28 915, 813.14 2,658,912.18 7,280,369.23 ( 7,280,369.23) .00 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 1 10-10100 CASH - COMBINED FUND 10-10290 CASH WITH TREASURER 10-11100 PROPERTY TAXES RECEIVABLE 10-11110 SALES TAXES RECEIVABLE 10-11190 OTHER TAXES RECEIVABLE 10-11550 ACCTS REC - BILLINGS 10-12000 ALLOWANCE FOR DOUBTFUL ACCTS. 10-21760 TOTALASSETS LIABILITIES AND EQUITY 10-20200 ACCOUNTS PAYABLE TRADE 10-21000 ACCRUED WAGES 10-21710 FWT/FICA PAYABLE 10-21730 STATE WITHHOLDING PAYABLE 10-21740 UNEMPLOYMENT TAXES PAYABLE 10-21750 RETIREMENT PLAN PAYABLE 10-21755 457 DEFERRED COMP PAYABLE 10-21760 HEALTH INSURANCE PAYABLE 10-21773 DEPENDENT CARE PAYABLE 10-21775 FLEX HEALTH PLAN PAYABLE 10-22210 DEFERRED TAXES 10-22920 SUBDIVISION IMP SECURITY DEP 10-22930 DRIVEWAY PERMIT SURETY 10-22950 RENTAL PROPERTY DEPOSITS HELD 10-22960 COMMUNITY DONATIONS -PROJECTS TOTAL LIABILITIES 10-27000 RESFUND BAL - SAVINGS 10-27100 RESTRICTED FUND BALANCE UNAPPROPRIATED FUND BALANCE: 10-29800 FUND BALANCE - BEGINNING OF YR REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 GENERALFUND 2,009,109.67 i ann ocn m� 2,702,873.60 ( 1,413.28) 195,916.00 188,082.91 3,227.12 52, 670.67 � on nnn ccs 22,417.66 22,983.52 8,352.10 4,127.00 323.91 2,715.52 2,199.60 1,908.46) 1,203.89) 3,450.46 195,916.35 7,779.00 12, 500.00 750.00 500.00 750,000.00 221,805.00 1,868,239.70 280,902.77 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 2 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT TAXES 10-31-100 GENERAL FUND PROPERTY TAX .00 .00 190,000.00 190,000.00 .0 10-31-200 SPECIFIC OWNERSHIP TAX .00 .00 8,500.00 8,500.00 .0 10-31-300 MOTOR VEHICLE TAX .00 .00 4,200.00 4,200.00 .0 10-31-400 TOWN SALES TAX .00 .00 1,650,000.00 1,650,000.00 .0 10-31-410 USE TAX - BUILDING MATERIALS .00 .00 55,000.00 55,000.00 .0 10-31-420 USE TAX - MOTOR VEHICLE SALES 00 .00 45,000.00 45,000.00 .0 10-31-430 STATE CIGARETTE TAX .00 .00 5,000.00 5,000.00 .0 10-31-800 FRANCHISE FEES .00 .00 49,000.00 49,000.00 .0 TOTAL TAXES .00 .00 2,006,700.00 2,006,700.00 .0 LICENSES & PERMITS 10-32-100 BUSINESS LICENSE FEES 20.00 20.00 12,000.00 11,980.00 .2 10-32-110 REGULATED INDUSTRY FEES/TAXES .00 .00 22,500.00 22,500.00 .0 TOTAL LICENSES & PERMITS 20.00 20.00 34,500.00 34,480.00 .1 CHARGES FOR SERVICES 10-34-100 ANNEXATION FEES .00 .00 1,000.00 1,000.00 .0 10-34-110 ZONING FEES .00 .00 1,500.00 1,500.00 .0 10-34-120 SUBDIVISION FEES .00 .00 1,500.00 1,500.00 .0 10-34-130 MISCELLANEOUS PLANNING FEES .00 .00 1,000.00 1,000.00 .0 TOTAL CHARGES FOR SERVICES .00 .00 5,000.00 5,000.00 .0 MISCELLANEOUS REVENUE 10-36-100 INTEREST EARNINGS 265.14 265.14 3,500.00 3,234.86 7.6 10-36-300 RENTAL INCOME 1,205.00 1,205.00 8,000.00 6,795.00 15.1 10-36-610 REIMBURSABLE - PROF SERVICES 1,896.31 1,896.31 50,000.00 48,103.69 3.8 10-36-900 MISCELLANEOUS REVENUE 12,598.36 12,598.36 35,000.00 22,401.64 36.0 TOTAL MISCELLANEOUS REVENUE 15,964.81 15,964.81 96,500.00 80,535.19 16.5 OTHER SOURCES & TRANSFERS 10-39-999 CARRYOVER BALANCE .00 .00 1,936,501.00 1,936,501.00 .0 TOTAL OTHER SOURCES & TRANSFERS .00 .00 1,936,501.00 1,936,501.00 .0 TOTAL FUND REVENUE 15,984.81 15,984.81 4,079,201.00 4,063,216.19 .4 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 3 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT 10-41-110 SALARIES .00 .00 26,000.00 26,000.00 .0 10-41-220 FICA TAX .00 .00 1,989.00 1,989.00 .0 10-41-280 TRAINING PROGRAMS .00 .00 2,000.00 2,000.00 .0 10-41-290 TRAVEL, MEALS AND LODGING .00 .00 5,000.00 5,000.00 .0 10-41-295 MEALS AND ENTERTAINMENT 305.43 305.43 8,000.00 7,694.57 3.8 10-41-690 MISCELLANEOUS EXPENSE .00 .00 3,000.00 3,000.00 .0 10-41-860 GRANTS AND AID TO AGENCIES 500.00 500.00 .00 ( 500.00) .0 10-41-861 INTERGOVERNMENTAL AGREEMENTS .00 .00 19,000.00 19,000.00 .0 10-41-862 FRASER/WINTER PARK POLICE DEPT .00 .00 412,080.00 412,080.00 .0 10-41-863 STREET LIGHTING AND SIGNALS .00 .00 14,500.00 14,500.00 .0 10-41-864 SPECIAL EVENTS .00 .00 20,000.00 20,000.00 .0 10-41-867 CHAMBER OF COMMERCE - IGA .00 .00 54,945.00 54,945.00 .0 10-41-868 WINTER SHUTTLE - IGA 10,400.00 10,400.00 52,000.00 41,600.00 20.0 10-41-870 BUSINESS DIST STREETSCAPE .00 .00 5,000.00 5,000.00 .0 10-41-871 BUSINESS ENHANCEMENT PROGRAMS .00 .00 90,000.00 90,000.00 .0 TOTAL TOWN BOARD 11,205.43 11,205.43 713,514.00 702,308.57 1.6 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 4 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT ADMINISTRATION 10-45-110 SALARIES 27,560.59 27,560.59 209,116.00 181,555.41 13.2 10-45-210 HEALTH INSURANCE 5,598.50 5,598.50 36,378.00 30,779.50 15.4 10-45-220 FICA TAX 1,994.64 1,994.64 15,997.00 14,002.36 12.5 10-45-230 RETIREMENT 873.27 873.27 8,365.00 7,491.73 10.4 10-45-250 UNEMPLOYMENT TAX 82.67 82.67 627.00 544.33 13.2 10-45-280 TRAINING PROGRAMS 42.00 42.00 2,500.00 2,458.00 1.7 10-45-290 TRAVEL, MEALS AND LODGING .00 .00 3,000.00 3,000.00 .0 10-45-295 MEALS AND ENTERTAINMENT .00 .00 3,500.00 3,500.00 .0 10-45-310 LEGAL FEES .00 .00 50,000.00 50,000.00 .0 10-45-320 AUDIT FEES .00 .00 12,184.00 12,184.00 .0 10-45-330 ENGINEERING FEES .00 .00 5,000.00 5,000.00 .0 10-45-360 COMPUTERS -NETWORKS AND SUPPORT 3,035.89 3,035.89 45,000.00 41,964.11 6.8 10-45-370 OTHER PROFESSIONAL SERVICES 1,274.00 1,274.00 105,000.00 103,726.00 1.2 10-45-375 REIMBURSABLE PROF SERVICES .00 .00 50,000.00 50,000.00 .0 10-45-380 JANITORIAL SERVICES .00 .00 15,000.00 15,000.00 .0 10-45-385 TREASURER'S FEES .00 .00 5,700.00 5,700.00 .0 10-45-395 RECORDING FEES .00 .00 1,000.00 1,000.00 .0 10-45-410 BANK CHARGES 38.72 38.72 800.00 761.28 4.8 10-45-420 ELECTIONS .00 .00 5,000.00 5,000.00 .0 10-45-430 INSURANCE - ALL DEPARTMENTS 22,118.75 22,118.75 50,000.00 27,881.25 44.2 10-45-440 ADVERTISING .00 .00 2,500.00 2,500.00 .0 10-45-490 PROFESSIONAL MEMBERSHIPS 4,004.00 4,004.00 7,000.00 2,996.00 57.2 10-45-500 OPERATING SUPPLIES 994.28 994.28 12,000.00 11,005.72 8.3 10-45-510 EQUIPMENT PURCHASE AND REPAIR .00 .00 15,000.00 15,000.00 .0 10-45-550 POSTAGE 6.60 6.60 1,500.00 1,493.40 .4 10-45-560 UTILITIES -TELEPHONE 518.70 518.70 6,060.00 5,541.30 8.6 10-45-561 UTILITIES - NATURAL GAS 551.49 551.49 5,700.00 5,148.51 9.7 10-45-562 UTILITIES - ELECTRICITY .00 .00 6,700.00 6,700.00 .0 10-45-569 UTILITIES - TRASH REMOVAL 100.00 100.00 1,500.00 1,400.00 6.7 10-45-670 PROP MGMT - 117 EISENHOWER DR 681.82 681.82 12,000.00 11,318.18 5.7 10-45-671 PROP MGMT - 105 FRASER AVE .00 .00 500.00 500.00 .0 10-45-673 PROP MGMT - 153 FRASER AVE .00 .00 23,000.00 23,000.00 .0 10-45-674 PROP MGMT - 200 EISENHOWER DR 52.00 52.00 500.00 448.00 10.4 10-45-676 PROP MGMT - 400 DOC SUSIE AVE .00 .00 2,500.00 2,500.00 .0 10-45-690 MISCELLANEOUS EXPENSE 112.00 112.00 7,500.00 7,388.00 1.5 10-45-810 LEASE/PURCHASE - PRINCIPAL .00 .00 19,252.00 19,252.00 .0 10-45-820 LEASE/PURCHASE - INTEREST .00 .00 19,122.00 19,122.00 .0 TOTAL ADMINISTRATION 69,639.92 69,639.92 766,501.00 696,861.08 9.1 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 5 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT PUBLIC WORKS 10-60-110 SALARIES 47,513.21 47,513.21 372,252.00 324,738.79 12.8 10-60-210 HEALTH INSURANCE 11,401.42 11,401.42 80,054.00 68,652.58 14.2 10-60-220 FICA TAX 3,407.58 3,407.58 28,477.00 25,069.42 12.0 10-60-230 RETIREMENT 1,324.04 1,324.04 14,890.00 13,565.96 8.9 10-60-250 UNEMPLOYMENT TAX 142.52 142.52 1,117.00 974.48 12.8 10-60-280 TRAINING PROGRAMS .00 .00 1,000.00 1,000.00 .0 10-60-290 TRAVEL, MEALS AND LODGING .00 .00 1,000.00 1,000.00 .0 10-60-295 MEALS AND ENTERTAINMENT .00 .00 500.00 500.00 .0 10-60-330 ENGINEERING FEES .00 .00 60,000.00 60,000.00 .0 10-60-360 COMPUTER NETWORK SUPPORT .00 .00 1,500.00 1,500.00 .0 10-60-370 OTHER PROFESSIONAL SERVICES .00 .00 2,500.00 2,500.00 .0 10-60-475 CONTRACT SNOW REMOVAL 440.00 440.00 .00 ( 440.00) .0 10-60-480 EQUIPMENT RENTAL .00 .00 2,500.00 2,500.00 .0 10-60-490 PROFESSIONAL MEMBERSHIPS 300.00 300.00 250.00 ( 50.00) 120.0 10-60-500 OPERATING SUPPLIES 108.49 108.49 70,000.00 69,891.51 .2 10-60-506 PLANTS/PLANTER SUPPLIES 175.00 175.00 10,000.00 9,825.00 1.8 10-60-510 EQUIPMENT PURCHASE AND REPAIR .00 .00 30,000.00 30,000.00 .0 10-60-560 UTILITIES - TELEPHONE 93.29 93.29 2,700.00 2,606.71 3.5 10-60-561 UTILITIES - NATURAL GAS 827.85 827.85 6,000.00 5,172.15 13.8 10-60-562 UTILITIES - ELECTRICITY .00 .00 2,500.00 2,500.00 .0 10-60-569 UTILITIES - TRASH REMOVAL 113.69 113.69 2,100.00 1,986.31 5.4 10-60-670 PROP MGMT - 125 FRASER AVE 44.07 44.07 2,500.00 2,455.93 1.8 10-60-673 PROP MGMT - FRASER RIVER TRAIL .00 .00 5,000.00 5,000.00 .0 10-60-674 PROP MGMT - HWY 40 PEDESTRIAN .00 .00 5,000.00 5,000.00 .0 10-60-676 PROP MGMT - OLD SCHLHOUSE PK .00 .00 500.00 500.00 .0 10-60-679 PROP MGMT - SCHOOL BUS GARAGE 442.99 442.99 6,500.00 6,057.01 6.8 10-60-681 PROP MGMT - COZENS RANCH PARK .00 .00 105,000.00 105,000.00 .0 10-60-684 PROP MGMT - FRODO .00 .00 10,000.00 10,000.00 .0 10-60-685 MOUNTAIN MAN PARK .00 .00 500.00 500.00 .0 10-60-686 GORANSON STATION .00 .00 15,000.00 15,000.00 .0 10-60-690 MISCELLANEOUS EXPENSE .00 .00 1,200.00 1,200.00 .0 10-60-725 STREET IMPROVEMENTS .00 .00 75,000.00 75,000.00 .0 TOTAL PUBLIC WORKS 120 ZEREX AVENUE 66,334.15 66,334.15 915,540.00 849,205.85 7.3 10-65-370 OTHER PROFESSIONAL SERVICES .00 .00 10,000.00 10,000.00 .0 10-65-380 JANITORIAL SERVICES .00 .00 5,500.00 5,500.00 .0 10-65-560 UTILITIES - TELEPHONE 50.87 50.87 500.00 449.13 10.2 10-65-561 UTILITIES - NATURAL GAS 157.52 157.52 1,500.00 1,342.48 10.5 10-65-562 UTILITIES - ELECTRICITY .00 .00 1,000.00 1,000.00 .0 10-65-670 PROP MGMT - 120 ZEREX 11.69 11.69 8,000.00 7,988.31 .2 TOTAL 120 ZEREX AVENUE 220.08 220.08 26,500.00 26,279.92 .8 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 6 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 GENERALFUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT TRANSFERS 10-90-940 TRANSFER TO DEBT SERVICE FUND .00 .00 247,373.00 247,373.00 .0 TOTAL TRANSFERS .00 .00 247,373.00 247,373.00 .0 FISCAL AGENT 10-95-110 SALARIES 6,005.97 6,005.97 .00 ( 6,005.97) .0 10-95-210 HEALTH INSURANCE 2,764.69 2,764.69 .00 ( 2,764.69) .0 10-95-220 FICA TAX 426.28 426.28 .00 ( 426.28) .0 10-95-230 RETIREMENT 240.24 240.24 .00 ( 240.24) .0 10-95-250 UNEMPLOYMENT TAX 18.02 18.02 .00 ( 18.02) .0 TOTAL FISCAL AGENT 9,455.20 9,455.20 .00 ( 9,455.20) .0 TOTAL FUND EXPENDITURES 156,854.78 156,854.78 2,669,428.00 2,512,573.22 5.9 NET REVENUE OVER EXPENDITURES ( 140,869.97) ( 140,869.97) 1,409,773.00 1,550,642.97 ( 10.0) FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 7 TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 CONSERVATION TRUST FUND ASSETS 20-10100 CASH -COMBINED FUND 893.87 TOTAL ASSETS 893.87 LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 20-29800 FUND BALANCE - BEGINNING OF YR 893.18 REVENUE OVER EXPENDITURES - YTD .69 BALANCE - CURRENT DATE 893.87 TOTAL FUND EQUITY 893.87 TOTAL LIABILITIES AND EQUITY 893.87 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 8 REVENUE 20-30-100 CONS TRUST (LOTTERY) PROCEEDS 20-30-800 INTEREST EARNINGS 20-30-999 CARRYOVER BALANCE TOTALREVENUE TOTAL FUND REVENUE NET REVENUE OVER EXPENDITURES TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 CONSERVATION TRUST FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT .00 .69 .00 .00 .69 .00 6,100.00 10.00 402.00 6,100.00 9.31 402.00 .0 6.9 .0 .69 .69 6,512.00 6,511.31 .0 .69 .69 6,512.00 6,511.31 .0 .69 .69 6,512.00 6,511.31 .0 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 9 ASSETS 30-10100 CASH -COMBINED FUND TOTAL ASSETS LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 30-29800 FUND BALANCE - BEGINNING OF YR REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 CAPITAL EQUIP REPLACEMENT FUND 470,631.42 470,631.42 470,585.69 45.73 470,631.42 470,631.42 470,631.42 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 10 30-30-100 HWY USE TAX PROCEEDS 30-30-800 INTEREST EARNINGS 30-30-920 TRANSFER FROM UTILITY FUNDS 30-30-999 CARRYOVER BALANCE TOTALREVENUE TOTAL FUND REVENUE TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 CAPITAL EQUIP REPLACEMENT FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT .00 .00 44,594.00 534,913.00 44,594.00 45.73 .0 45.73 45.73 300.00 254.27 15.2 .00 .00 20,000.00 20,000.00 .0 .00 .00 470,019.00 470,019.00 .0 45.73 45.73 534,913.00 534,867.27 .0 45.73 45.73 534,913.00 534,867.27 .0 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 11 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 CAPITAL EQUIP REPLACEMENT FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 30-40-755 HEAVY EQUIPMENT PURCHASE .00 .00 50,000.00 50,000.00 .0 30-40-810 LEASE/PURCHASE - PRINCIPAL .00 .00 40,938.00 40,938.00 .0 30-40-820 LEASE/PURCHASE - INTEREST .00 .00 4,480.00 4,480.00 .0 TOTAL EXPENDITURES .00 .00 95,418.00 95,418.00 .0 TOTAL FUND EXPENDITURES .00 .00 95,418.00 95,418.00 .0 NET REVENUE OVER EXPENDITURES 45.73 45.73 439,495.00 439,449.27 .0 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 12 TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 CAPITAL ASSET FUND ASSETS 32-10100 CASH -COMBINED FUND TOTAL ASSETS LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 32-29800 FUND BALANCE - BEGINNING OF YR 103,883.65 REVENUE OVER EXPENDITURES - YTD 10,011.09 BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY 113,894.74 113,894.74 113, 894.74 113, 894.74 113, 894.74 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 13 TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 CAPITAL ASSET FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT CAPITAL ASSET REVENUE 32-30-100 RESERVED FOR FUTURE USE .00 .00 2,250,000.00 2,250,000.00 .0 32-30-800 INTEREST EARNINGS 11.09 11.09 .00 ( 11.09) .0 TOTAL CAPITAL ASSET REVENUE 11.09 11.09 2,250,000.00 2,249,988.91 .0 TOTAL FUND REVENUE 11.09 11.09 2,250,000.00 2,249,988.91 .0 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 14 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 CAPITAL ASSET FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT CAPITAL ASSET EXPENDITURES 32-40-810 CAPITAL PROJ- STREETS EXISTING 32-40-815 CAPITAL PROJ - STREETS NEW TOTAL CAPITAL ASSET EXPENDITURES TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES ( 10,000.00) ( 10,000.00) .00 10,000.00 .0 .00 .00 2,250,000.00 2,250,000.00 .0 ( 10,000.00) ( 10,000.00) 2,250,000.00 2,260,000.00 ( .4) ( 10,000.00) ( 10,000.00) 2,250,000.00 2,260,000.00 ( .4) 10,011.09 10,011.09 .00 ( 10,011.09) .0 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 15 40-10100 CASH -COMBINED FUND 40-10290 CASH WITH TREASURER 40-11100 PROPERTY TAXES RECEIVABLE TOTAL ASSETS LIABILITIES AND EQUITY IE"\ MMbdlK� 40-22210 DEFERRED PROPERTY TAXES TOTAL LIABILITIES cl lKlm -1 11- 40-27000 RESFUND BAL-1 YEARS PAYMENT 40-27100 RESTRICTED FUND BALANCE UNAPPROPRIATED FUND BALANCE: 40-29800 FUND BALANCE - BEGINNING OF YR REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 DEBT SERVICE FUND 417,350.28 ( 577.26) 80,000.00 80,000.00 300,000.00 87,246.16 29,485.98 40.88 29,526.86 416, 773.02 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 16 40-30-100 PROPERTY TAX 40-30-200 SPECIFIC OWNERSHIP TAX 40-30-800 INTEREST EARNINGS 40-30-910 TRANSFER IN FROM GENERAL FUND TOTALREVENUE TOTAL FUND REVENUE TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 DEBT SERVICE FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT .00 .00 80,000.00 80,000.00 .0 .00 .00 3,000.00 3,000.00 .0 40.88 40.88 250.00 209.12 16.4 .00 .00 247,373.00 247,373.00 .0 40.88 40.88 330,623.00 330,582.12 .0 40.88 40.88 330,623.00 330,582.12 .0 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 17 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 DEBT SERVICE FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT EXPENDITURES 40-40-385 TREASURER'S FEES GO BOND .00 .00 2,000.00 2,000.00 .0 40-40-810 BOND PRINCIPAL - 02 S&L ISSUE .00 .00 25,000.00 25,000.00 .0 40-40-811 BOND PRINCIPAL - 98 GO ISSUE .00 .00 40,000.00 40,000.00 .0 40-40-812 BOND PRINCIPAL - 98 S&U ISSUE .00 .00 170,000.00 170,000.00 .0 40-40-820 BOND INTEREST - 02 S&U ISSUE .00 .00 7,013.00 7,013.00 .0 40-40-821 BOND INTEREST - 98 GO ISSUE .00 .00 9,676.00 9,676.00 .0 40-40-822 BOND INTEREST - 98 S&U ISSUE .00 .00 45,360.00 45,360.00 .0 40-40-850 BOND AGENT FEES .00 .00 2,500.00 2,500.00 .0 40-40-910 TRANSFER TO DSF RESERVES .00 .00 29,074.00 29,074.00 .0 TOTAL EXPENDITURES .00 .00 330,623.00 330,623.00 .0 TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES 00 40.88 .00 330,623.00 330,623.00 .0 40.88 .00 ( 40.88) .0 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 18 50-10100 CASH - COMBINED FUND 50-10290 CASH W/TREASURER- COLLECTIONS 50-11500 A/R CUSTOMER SERVICE CHARGES 50-16100 LAND 50-16200 BUILDINGS 50-16203 WELLS SYSTEM 50-16212 WATER DISTRIBUTION/STORAGE 50-16213 WELLS 50-16400 EQUIPMENT 50-16500 WATER RIGHTS 50-17900 ACCUMULATED DEPRECIATION 50-17901 ACCUMULATED DEPR - BLDGS& IMPR 50-17902 ACCUMULATED DEPR- SYSTEM&IMPR TOTAL ASSETS LIABILITIES AND EQUITY 50-21100 ACCRUED PTO AND BENEFITS 50-22910 ROAD CUT SURITY FEES TOTAL LIABILITIES I40I11I mKlmlb&I 50-27000 RESFUND BAL - O & M UNAPPROPRIATED FUND BALANCE: 50-29800 RETAINED EARNINGS REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 WATER FUND 11, 750,777.39 915,813.14 2,980.83 15,115.45 100,000.00 2,928,912.49 768,371.74 9,845,211.82 1,076,740.43 353,994.02 19,775.86 ( 3,542,825.67) ( 72,684.00) 12,110, 866.11 4,114.74 15, 860.00 19,974.74 360,000.00 11,730,891.37 12,090,891.37 12,110, 866.11 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 19 LICENSES & PERMITS 50-32-100 EXCAVATION PERMIT FEES TOTAL LICENSES & PERMITS CHARGES FOR SERVICES 50-34-100 CUSTOMER SERVICE CHARGES 50-34-150 PENALTIES & INTEREST 50-34-200 PLANT INVESTMENT FEES 50-34-300 WATER METER SALES 50-34-999 CONTRIBUTED ASSETS TOTAL CHARGES FOR SERVICES MISCELLANEOUS REVENUE 50-36-100 INTEREST EARNINGS 50-36-900 MISCELLANEOUS REVENUE TOTAL MISCELLANEOUS REVENUE OTHER SOURCES & TRANSFERS 50-39-999 CARRYOVER BALANCE TOTAL OTHER SOURCES & TRANSFERS TOTAL FUND REVENUE TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 WATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT .00 .00 200.00 200.00 .0 .00 .00 200.00 200.00 .0 .00 .00 663,165.00 2,420.31 663,165.00 2,585.00 .0 783.92 783.92 1,000.00 2,664.69 216.08 2,500.00 ( 78.4 .00 .00 8,000.00 8,000.00 .0 .00 .00 500.00 500.00 .0 .00 .00 1,000.00 1,000.00 .0 783.92 783.92 673,665.00 672,881.08 .1 79.69 79.69 2,500.00 2,420.31 3.2 2,585.00 2,585.00 .00 ( 2,585.00) .0 2,664.69 2,664.69 2,500.00 ( 164.69) 106.6 .00 .00 353,061.00 353,061.00 .0 .00 .00 353,061.00 353,061.00 .0 3,448.61 3,448.61 1,029,426.00 1,025,977.39 .3 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 20 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 WATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT 50-40-110 SALARIES 50-40-210 HEALTH INSURANCE 50-40-220 FICA TAX 50-40-230 RETIREMENT 50-40-250 UNEMPLOYMENT TAX 50-40-280 TRAINING PROGRAMS 50-40-290 TRAVEL, MEALS AND LODGING 50-40-295 MEALS AND ENTERTAINMENT 50-40-310 LEGAL FEES 50-40-330 ENGINEERING FEES 50-40-360 COMPUTERS -NETWORKS AND SUPPORT 50-40-370 OTHER PROFESSIONAL SERVICES 50-40-430 INSURANCE 50-40-440 ADVERTISING 50-40-460 SYSTEM REPAIR AND MAINT - PROD 50-40-465 SYSTEM REPAIR AND MAINT - DIST 50-40-490 PROFESSIONAL MEMBERSHIPS 50-40-500 OPERATING SUPPLIES -PRODUCTION 50-40-505 OPERATING SUPPLIES-DISTRIB 50-40-510 EQUIPMENT PURCHASE AND REPAIR 50-40-520 TESTING 50-40-550 POSTAGE & BILLING SUPPLIES 50-40-560 UTILITIES - TELEPHONE 50-40-562 UTILITIES - ELECTRICITY 50-40-670 PROP MGMT - FRASER WTP 50-40-680 PROP MGMT - MARYVALE WTP 50-40-690 MISCELLANEOUS EXPENSE 50-40-715 WATER RIGHTS - DIVERSION & DEV 50-40-730 CAPITAL PROJECTS 50-40-930 TRANSFER TO CERF 50-40-970 TRANSFER TO O&M RESERVES TOTAL EXPENDITURES TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES 15,399.32 15,399.32 173,250.00 157,850.68 8.9 3,154.12 3,154.12 33,600.00 30,445.88 9.4 1,116.13 1,116.13 13,254.00 12,137.87 8.4 472.85 472.85 6,930.00 6,457.15 6.8 46.31 46.31 520.00 473.69 8.9 90.00 90.00 3,000.00 2,910.00 3.0 .00 .00 3,000.00 3,000.00 .0 .00 .00 2,000.00 2,000.00 .0 .00 .00 85,000.00 85,000.00 .0 .00 .00 130, 000.0 0 130, 000.00 .0 221.17 221.17 10,000.00 9,778.83 2.2 .00 .00 5,000.00 5,000.00 .0 .00 .00 25,000.00 25,000.00 .0 .00 .00 500.00 500.00 .0 1,419.79 1,419.79 70,000.00 68,580.21 2.0 172.00 172.00 45,000.00 44,828.00 .4 882.50 882.50 8,000.00 7,117.50 11.0 91.35 91.35 25,000.00 24,908.65 .4 .00 .00 25,000.00 25,000.00 .0 35.79 35.79 12,000.00 11,964.21 .3 .00 .00 5,000.00 5,000.00 .0 .00 .00 3,500.00 3,500.00 .0 233.30 233.30 3,500.00 3,266.70 6.7 .00 .00 50,000.00 50,000.00 .0 .00 .00 5,000.00 5,000.00 .0 .00 .00 5,000.00 5,000.00 .0 .00 .00 2,000.00 2,000.00 .0 .00 .00 335,000.00 335,000.00 .0 .00 .00 177, 000.0 0 177, 000.00 .0 .00 .00 10, 000.00 10,000.00 .0 .00 .00 100,000.00 100, 000.00 .0 23,334.63 23,334.63 1,372,054.00 1,348,719.37 1.7 23,334.63 23,334.63 1,372,054.00 1,348,719.37 1.7 ( 19,886.02) ( 19,886.02) ( 342,628.00) ( 322,741.98) ( 5.8) FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 21 55-10100 CASH - COMBINED FUND 55-10290 CASH W/TREASURER- COLLECTIONS 55-11500 A/R CUSTOMER SERVICE CHARGES 55-15950 CAP REPL RES HELD W/JFOC 55-15955 O&M RESERVE HELD W/JFOC 55-16100 LAND 55-16200 SEWER TREATMENT PLANT 55-16210 METER BUILDING & IMPROVEMENTS 55-16220 SEWER COLLECTION SYSTEM 55-16250 CONSOLIDATED COLLECTION SYSTEM 55-16400 EQUIPMENT 55-17900 ACCUMULATED DEPRECIATION 55-17905 ACCUM DEPR - PLANT/JFOC 55-17910 ACCUM DEPR - SEWER COLLECT-FSD 55-17915 ACCUM DEPR-EQUIPMENT TOTAL ASSETS LIABILITIES AND EQUITY LIABILITIES 55-21100 ACCRUED PTO AND BENEFITS TOTAL LIABILITIES - IAIPI -1 IITV UNAPPROPRIATED FUND BALANCE: 55-29800 RETAINED EARNINGS 55-29820 RETAINED EARNINGS- RESTRICTED REVENUE OVER EXPENDITURES - YTD BALANCE - CURRENT DATE TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 WASTEWATER FUND 13,042,572.88 930,271.23 2,658,912.18 1,748.56 24,450.38 815,582.23 45,739.00 144,320.40 3,305,761.56 8,056.39 10,816,277.19 279,069.00 37,385.17 ( 801,376.42) ( 45,347.52) ( 3,296,176.72) 6,743.29 13, 958,153.51 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 22 CHARGES FOR SERVICES 55-34-100 CUSTOMER SERVICE CHARGES 55-34-150 PENALTIES & INTEREST 55-34-200 PLANT INVESTMENT FEES 829.35 TOTAL CHARGES FOR SERVICES 170.65 MISCELLANEOUS REVENUE 55-36-100 INTEREST EARNINGS 55-36-500 JFF MANAGEMENT FEE .0 TOTAL MISCELLANEOUS REVENUE 829.35 OTHER SOURCES & TRANSFERS 627,250.65 55-39-999 CARRYOVER BALANCE TOTAL OTHER SOURCES & TRANSFERS TOTAL FUND REVENUE TOWN OF FRASER REVENUES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 WASTEWATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT .00 .00 619,580.00 619,580.00 .0 829.35 829.35 1,000.00 170.65 82.9 .00 .00 7,500.00 7,500.00 .0 829.35 829.35 628,080.00 627,250.65 .1 250.83 250.83 2,500.00 2,249.17 10.0 .00 .00 29,000.00 29,000.00 .0 250.83 250.83 31,500.00 31,249.17 .8 .00 .00 2,343,858.00 2,343,858.00 .0 .00 .00 2,343,858.00 2,343,858.00 .0 1,080.18 1,080.18 3,003,438.00 3,002,357.82 .0 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 23 TOWN OF FRASER EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 1 MONTHS ENDING JANUARY 31, 2014 WASTEWATER FUND PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT 55-40-110 SALARIES 20,842.29 20,842.29 178,500.00 157,657.71 11.7 55-40-210 HEALTH INSURANCE 3,893.82 3,893.82 28,560.00 24,666.18 13.6 55-40-220 FICA TAX 1,534.82 1,534.82 13,655.00 12,120.18 11.2 55-40-230 RETIREMENT 652.52 652.52 7,140.00 6,487.48 9.1 55-40-250 UNEMPLOYMENT TAX 62.44 62.44 536.00 473.56 11.7 55-40-280 TRAINING PROGRAMS .00 .00 2,000.00 2,000.00 .0 55-40-290 TRAVEL, MEALS AND LODGING .00 .00 2,000.00 2,000.00 .0 55-40-295 MEALS AND ENTERTAINMENT .00 .00 1,000.00 1,000.00 .0 55-40-310 LEGAL FEES .00 .00 5,000.00 5,000.00 .0 55-40-330 ENGINEERING FEES .00 .00 10,000.00 10,000.00 .0 55-40-360 COMPUTERS -NETWORKS AND SUPPORT 221.16 221.16 6,000.00 5,778.84 3.7 55-40-370 OTHER PROFESSIONAL SERVICES .00 .00 10,000.00 10,000.00 .0 55-40-410 BANK CHARGES .00 .00 100.00 100.00 .0 55-40-430 INSURANCE .00 .00 6,000.00 6,000.00 .0 55-40-440 ADVERTISING .00 .00 500.00 500.00 .0 55-40-460 SYSTEM REPAIR AND MAINT-COLLEC .00 .00 160,000.00 160,000.00 .0 55-40-490 PROFESSIONAL MEMBERSHIPS 512.50 512.50 6,000.00 5,487.50 8.5 55-40-500 OPERATING SUPPLIES -COLLECTIONS .00 .00 5,000.00 5,000.00 .0 55-40-510 EQUIPMENT PURCHASE AND REPAIR .00 .00 2,500.00 2,500.00 .0 55-40-520 TESTING .00 .00 1,000.00 1,000.00 .0 55-40-550 POSTAGE & BILLING SUPPLIES .00 .00 2,500.00 2,500.00 .0 55-40-560 UTILITIES - TELEPHONE 21.21 21.21 500.00 478.79 4.2 55-40-650 WW TREATMENT CHARGES/JFOC ( 5,226.69) ( 5,226.69) 204,002.00 209,228.69 ( 2.6) 55-40-690 MISCELLANEOUS EXPENSE .00 .00 3,000.00 3,000.00 .0 55-40-730 CAPITAL PROJECTS .00 .00 352,500.00 352,500.00 .0 55-40-740 CAPITAL PURCHASES .00 .00 100,000.00 100,000.00 .0 55-40-930 TRANSFER TO CERF .00 .00 10,000.00 10,000.00 .0 TOTAL EXPENDITURES 22,514.07 22,514.07 1,117,993.00 1,095,478.93 2.0 TOTAL FUND EXPENDITURES 22,514.07 22,514.07 1,117,993.00 1,095,478.93 2.0 NET REVENUE OVER EXPENDITURES ( 21,433.89) ( 21,433.89) 1,885,445.00 1,906,878.89 ( 1.1) FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 24 TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 GENERAL FIXED ASSETS ASSETS 91-16100 LAND 730,630.35 91-16200 ADMINISTRATION BUILDING 208,379.39 91-16203 MAINTENANCE BUILDING 57,722.51 91-16208 HOUSE - 400 DOC SUSIE AVE 54,839.27 91-16209 VISITOR CENTER 183,895.00 91-16211 BUSBARN & 105 FRASER AVE HOUSE 100,000.00 91-16250 CHURCH 267,000.00 91-16306 PARKS 367,800.08 91-16311 STREET IMPROVEMENTS 3,439,840.00 91-16312 HIGHWAY 40 PATH 8,872.00 91-16490 EQUIPMENT - OTHER 872,015.00 91-16500 OFFICE EQUIPMENT 57,261.75 91-17900 ACCUMULATED DEPRECIATION ( 2,260,048.61) TOTAL ASSETS LIABILITIES AND EQUITY FUND EQUITY UNAPPROPRIATED FUND BALANCE: 91-29800 INVESTMENT IN FIXED ASSETS 4,088,206.74 BALANCE - CURRENT DATE 4,088,206.74 TOTAL FUND EQUITY TOTAL LIABILITIES AND EQUITY 4,088,206.74 4,088,206.74 4,088,206.74 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 25 TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 GENERAL LONG-TERM DEBT 3,131,161.31 360,000.00 2,035,000.00 475,000.00 15,677.17 245,484.14 3,131,161.31 3,131,161.31 3,131,161.31 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 26 ASSETS 95-18100 AMOUNT TO BE PROVIDED TOTAL ASSETS LIABILITIES AND EQUITY LIABILITIES 95-25050 2002 SERIAL BONDS 95-25060 1998 REVENUE REFUNDING BONDS 95-25070 1998 GENERAL OBLIGATION BONDS 95-25200 ACCRUED COMPENSATED ABSENCES 95-25500 CAPITAL LEASES KOMATSU LOADER TOTAL LIABILITIES TOTAL LIABILITIES AND EQUITY TOWN OF FRASER BALANCE SHEET JANUARY 31, 2014 GENERAL LONG-TERM DEBT 3,131,161.31 360,000.00 2,035,000.00 475,000.00 15,677.17 245,484.14 3,131,161.31 3,131,161.31 3,131,161.31 FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 04/05/2014 03:09PM PAGE: 26 Memo To: Winter Park Town Council, Fraser Board of Trustees From: Glen Trainor, Chief of Police Date: April 10, 2014 Re: March, 2014 Monthly Report March continued to be a busy month for law enforcement in the Fraser Valley. We responded to a total of 410 calls for service with 267 of those in Winter Park and 133 in Fraser. Additionally, we wrote 36 citations in Winter Park and 24 in Fraser. This winter had clearly been busier than last. We have completed as many reports this year through March as we did last year, and that is without the Snowball Music Festival. Attached to this memorandum is a report detailing our March incidents. "COMMITTED TO EXCELLENCE" 4/10/2014 03/01/2014 to 03/31/2014- Department Incident ActkAty Report Department Incident Activity Report O�F!C�R P LI F waA' FWP 03/01/2014 -- 3/31/2014 J Classification Events Unfounded Actual Cir CI■ Cir Total Percent Rptd Arrest Exception Juveniles Cir Cir AGENCY ASSIST 3 0 3 1 0 0 1 33.3 ASSIST OTHER AGENCY 3 0 3 1 0 0 1 33.3 ANIMAL PROBLEM 1 0 1 0 0 0 0 0.0 ANIMAL ORDINANCE VIOLATION 1 0 1 0 0 0 0 0.0 ASSAULT 4 0 4 3 0 0 3 75.0 AGGRAVATED ASSAULT, OTH WEAPON 1 0 1 1 0 0 1 100.0 SIMPLE ASSAULT 3 0 3 2 0 0 2 66.7 CONTROLLED SUBSTANCE 2 0 2 2 0 0 2 100.0 MARIJUANA, POSSESSION 1 0 1 1 0 0 1 100.0 OTHER CONTROLLED SUBSTANCES 1 0 1 1 0 0 1 100.0 DAMAGED PROPERTY 1 0 1 0 0 0 0 0.0 GRAFFITI 1 0 1 0 0 0 0 0.0 DRUNKENNESS 1 0 1 0 0 0 1 100.0 DRUNKENNESS 1 0 1 0 0 0 1 100.0 DUI 4 0 4 4 0 0 4 100.0 ALCOHOL 4 0 4 4 0 0 4 100.0 FAMILY DISTURBANCE 1 0 1 0 0 0 1 100.0 VERBAL ARGUMENT 1 0 1 0 0 0 1 100.0 FRAUD 1 0 1 0 0 0 0 0.0 FRAUD, ILLEGAL USE CREDITCARDS 1 0 1 0 0 0 0 0.0 HARASSMENT 1 0 1 a 0 0 0 0.0 HARASSMENT, OTHER 1 0 1 0 0 0 0 0.0 MEDICAL 1 0 1 0 0 0 1 100.0 1 0 1 0 0 0 1 100.0 MISCELLANEOUS 4 0 4 0 0 0 2 50.0 INFORMATION REPORT 4 0 4 0 0 0 2 50.0 OBSTRUCTJUSTICE 2 0 2 2 0 0 2 100.0 BAIL -SECURED BOND 1 0 1 1 0 0 1 100.0 CONDITIONAL RELEASE VIOLATION 1 0 1 7 0 0 1 100.0 PROPERTY 6 1 5 0 0 0 2 40,0 FOUND PROPERTY 2 0 2 0 0 0 0 0.0 LOSTPROPERTY 4 1 3 0 0 0 2 66.7 PUBLIC PEACE 1 0 1 0 0 0 0 0.0 DISORDERLY CONDUCT 1 0 1 0 0 0 0 0.0 https://W.eforcesofty re.net/RMS/RMS/Reports/CreateDepartmentE�nt.aspx 112 4/10/2014 THEFT LARCENY, FROM BUILDING SHOPLIFTING THEFTOTHER TRAFFIC (CRIMINAL VIOLATION) CRIMINAL TRAFFIC VIOLATION TRAFFIC ACCIDENT HIT/RUN, PRIVATE PROP DAMG HIT/RUN, VEHICLE DAMG TRAFFIC ACCIDENT, VEHICLE DAMAGE TRAFFIC ACCIDENT. PUBLIC PROPERTY DAMG TRAFFIC PROBLEM TRAFFIC HAZARD TRAFFIC OFFENSE TRESPASSING TRESPASSING, GOVERNMENT PROPERTY TRESPASSING, PRIVATE PROPERTY WARRANT OUTOF COUNTY -MISDEMEANOR Event Totals 03/01/2014 to 03/31/2014 - Department Incident Acti Aty Report 6 1 5 0 0 1 0 1 0 0 1 0 1 0 0 4 1 3 0 0 4 0 4 4 0 4 0 4 4 0 33 0 33 0 0 1 0 1 0 0 1 0 1 0 0 7 0 7 0 0 22 0 22 0 0 2 0 2 0 0 3 0 3 2 0 1 0 1 0 0 2 0 2 2 0 5 2 3 2 1 2 0 2 1 1 3 2 1 1 0 1 0 1 1 0 1 0 1 1 0 1 1 20.0 0 0 0.0 1 1 100.0 0 0 0.0 0 4 100.0 0 4 100.0 0 26 78.8 0 1 100.0 0 1 100.0 0 3 42.9 0 19 86.4 0 2 100.0 0 3 100.0 0 1 100.0 0 2 100.0 0 3 100.0 0 2 100.0 0 1 100.0 0 1 100.0 0 1 100.0 85 4 81 21 1 1 57 71.3 https://fwp.eforcesofwre.n t/RMSIRMS/Reports/CreateDepartmentE%nt.aspx 2/2