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HomeMy WebLinkAboutB05-0016 Plans (volume 1 civils)VAIL R.-ESORTS DEVELOPMENT COMPANY R( TH � GENERAL NOTES rig, tm 1. Any shallow utility conduit not supplied by the respective utility company shall be Schedule 40 unless noted otherwise. 2. Replacement /repair of existing hardscape or landscape features disturbed during the relocation of utilities shall be coordinated with Dan Feeney, VRDC. 3. Any slab top vaults installed under future snowmelt areas shall have a minimum of 1' from top of vault to rim elevation to accommodate the snowmelt system. 4. All 90• vertical bends in shallow utility conduits shall have a 3' minimum radius and all 90' horizontal bends shall have an 5' minimum radius, unless specified otherwise. 5. Refer to the Soils Reports prepared by Koechlein Consulting Engineers, Inc., dated 12 -16 -1997, 9 -1 -2001 and 7 -2 -2002 for compaction requirements and recommendations. All trenches shall be back filled and compacted to 959 Standard Proctor or 90% Modified Proctor with moisture content within 2% of optimum. Backfill material shall be free of top soil, organic material, frozen material and all non - structural material. If trench backfill and compaction requirements for different entities or agencies conflict, the more restrictive requirements shall be used. 6. When multiple conduits are placed in the same trench, Contractor to provide minimum 12" separation between CATV /Telephone /gas lines or conduits and Electric conduits. or switchgear will 7. Select fill denotes native material with no rocks larger than 2" in diameter and approved by the Engineer. If no select fill exists on site, Contractor to use 3/4" road base. 8. Provide 2' of select back fill above conduits and lay warning tape as required by the Utility Companies and the Town of Vail. SHEET C 4 HOLY CROSS ELECTRIC PLAN SHEET C 5A 9. Compaction and materials testing will be required. Payment for testing shall be by the Owner. 10. It is the Contractor's responsibility to coordinate construction with all shallow utility companies and to have all work done by the Contractor approved and accepted by each respective shallow utility company. 11. The Contractor shall install all conduits, vaults, pads, pull boxes and pull strings. The utility lines are to be installed by the respective utility companies. 12. The Contractor shall install conduits for the electric, phone and cable TV lines as shown on the plans. The Contractor shall provide trenching and backfill for all proposed gas lines. Installation of the gas lines in the trench shall be coordinated with Xcel Energy. 13. All work shall comply to the individual Shallow Utility Companies rules and regulations. 14. The Contractor shall repair and /or replace any existing underdrains, culverts or existing utilities disturbed by construction, and that are intended to remain, to the satisfaction of the Engineer and the respective utility company of the damaged utility. 15. The Contractor shall install pull strings in all conduits. 16. The Contractor is warned that conflicts with existing utilities may exist, including shallow utilities, culverts, sub - drains, roof drains, irrigation lines, water and sewer lines, street light electric service lines, etc. Prior to beginning any construction, the Contractor shall contact all appropriate utility companies for line locations. He shall then locate all utilities (including depth). Any conflicts with the proposed construction shall be brought to the attention of the Engineer so that minor line or grade changes can be made to eliminate any conflicts with these existing utilities. All existing utilities shall be protected from damage by the Contractor at no expense to the Owner. 17. Contractor shall obtain at his expense all permits and inspections which are necessary to perform the proposed work. 18. All construction shall conform to municipal or district standards and specifications and be subject to construction observation by their representatives. Copies of municipal and district standards must be obtained by the Contractor. 19. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans, field staking, or physical features shall be brought to the attention of the Engineer. If Contractor proceeds with the work without notifying the Engineer, he does so at his own risk. 20. Observations of the work in progress and on site visits are not to be construed as a guarantee or warranty by the Engineer of the Contractor's contractual responsibilities. 21. The Owner will provide certain construction staking. The Contractor is advised that this may not be all of the stakes he will need. Additional staking will be at the Contractor's expense. 22. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the project site, nor for compliance by the appropriate party with any regulations relating hereto. 23. The Contractor shall provide all lights, signs, barricades, flagmen, or other devices necessary to provide for public safety in accordance with the current Manual on Uniform Traffic Control Devices or as required by the Town of Vail. The Contractor is to provide a Traffic Control Plan to the Town of Vail and receive approval of the plan prior to the commencement of any construction within the road right -of -way. 24. The General Contractor to protect -all trees that are to be preserved during construction operations. 25. Contractor shall restore and /or replace all disturbed landscaping and sod to a condition equal to or better than the pre - construction state and to the satisfaction of the owner. 26. Portions of the proposed utilities will need to be staked both horizontally and vertically. Contractor shall coordinate with engineer to determine which utilities will need to be staked. Some utilities will need to be constructed deeper than normal to accommodate future proposed grading. 27. The Contractor is responsible to install and maintain sediment control measures to insure that sediment -laden water does not leave the site. Certain sediment control details have been shown on the detail sheet. These details may not be all the measures necessary to provide adequate sediment and erosion control. If sediment control measures become necessary, Contractor shall provide ongoing inspection and maintenance of all sediment control features. 28. Stabilize all points of ingress and egress with crushed stone to prevent tracking of mud onto public ways. The Contractor shall minimize all off -site soil tracking. 29. Contractor is to provide trenching and backfill for the proposed gas lines. Xcel energy will provide the materials and installation. During construction, contractor shall coordinate with Xcel to provide timely installations of the gas line(s). 30. All utilities installed as part of these plans shall be installed to appropriate depths to accomodate future finished grading in and around the Core area to meet the minimum and /or maximum cover requirements of the respective utility companies. 31. CERTAIN MEASURES WILL BE REQUIRED TO PROTECT UTILITIES INSTALLED AS PART OF THIS PROJECT FROM DIFFERENTIAL SETTLEMENT THAT WILL OCCUR IN BACKFILL AREAS ADJACENT TO STRUCTURES. CONTRACTOR SHALL PROVIDE A DESCRIPTION AND DETAILS AS TO THE MEANS AND METHODS THAT WILL BE IMPLEMENTED AND /OR INSTALLED TO PROVIDE LONG TERM PROTECTION TO ALL CULVERTS, PIPES AND CONDUITS THAT PASS THROUGH OR OVER STRUCTURES INTO EMBANKMENT. 33. All inlet frames and grates shall be set to match the adjacent finished grades. 34. Proposed grading shown in these plans represent final grades, including the future (2007) snowmelt system. Interim grades will be lower than final grades. Utility vaults, manholes and drainage structures will need to be set to the interim grades and then adjusted during the snowmelt system installation. Utility vaults and structures should be manufactured accordingly. HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS 1. TRENCH AND CONDUIT 1. Holy Cross Energy provides all conduits, vaults and pads. The contractor provides the excavation, installation and backfill. Trench will be excavated deep enough to ensure that the top of installed power facilities will be 48" below finished grade. Special care must be taken to ensure that the top of conduits will be 48" below the bottom of drainage ditches and all other low areas. Where initial excavation is less, than 48" in depth due to planned subsequent fill, service will not be provided until final grade is reached. 2. Trench will be as straight as possible between vaults and shall have a smooth bottom free of rocks. A Minimum of 4" of soil will be placed over any rocks left in the trench to cover rocks or smooth out low places, will be compacted prior to conduit installation and the trench bottom regraded. HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS 1. TRENCH AND CONDUIT (CONTINUED) 3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separation from the deeper utility greater than the vertical separation between the two utilities. When crossing a deeper utility is unavoidable, the crossing will be made as close to perpendicular as possible. 4. If cable television or telephone facilities are placed in the power trench, a minimum of 6" horizontal separation must be maintained between the power facilities and the other utilities. In no case will facilities of another utility installed in the trench be placed at a greater depth than the power facilities. 5. Back fill and compaction shall be performed as required by the governmental entity or other agency having jurisdiction. 6. Conduit joints shall be knocked completely home during gluing. A pull string will be placed through each conduit and tied off in the vault at each end. No unnecessary bends will be allowed in conduit runs. Any bend allowed will not be closer than 5 feet to a vault. Changes in construction from that shown on the project plans will not be made without prior written approval from Holy Cross Energy. A wire brush will be pulled through each conduit, after installation is complete, to remove rocks and other foreign items. 7. Conduit shall be covered with at least 4" of rock -free soil or sand prior to back fill. Large rocks shall not be pushed in directly on top of this 4" cover. Care must be taken to avoid damage to conduits or cables during back fill and compaction. 8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again after covering, but prior to back fill. 9. Conduits ending outside a vault shall be capped and marked with a 4" x 4" post. Individual conduits shall enter each vault at a consistent location. 10. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" above the conduit or cable during back fill. 11. VAULTS 1. Vaults shall be installed as follows: A. Splice vaults shall be installed with the manhole at or slightly below final grade. B. Transformer vaults and switchgear vaults will be installed with the bottom of the pad at final grade. C. Where vaults are set into hillsides or sloped cuts, the downhill side of the vault will be graded according to A. or B. above. The slope behind the vault will be laid back sufficiently to prohibit soil or rocks from sloughing into the pad - mounted equipment or onto the manhole. If the slope cannot be laid back for enough, a retoining wall shall be constructed behind the vault. D. All vaults will be installed so that the top pod is parallel to the finish road grade. E. Pads or lids will be placed at the time of vault installation unless otherwise requested by Holy Cross Energy. F. All vault pieces shall be jointed with a tar type sealant (when provided by Holy Cross Energy) with the exception of the vault pad or vault lid. 2. Holes knocked in vaults for conduit installation shall be as small as possible and shall be grouted closed on the outside of the vault prior to back fill. 3. Conduit shall enter vaults perpendicular to the vault wall, about 2" above the floor of the vault, and about 2" from any adjacent walls and shall have a minimum separation of 1 inch between conduits. 4. Conduit will be cut off 2" to 4" from the inside wall of the vault. 5. Pedestals for other utilities shall not be located closer than 10 feet to a vault on sides where transformers or switchgear will have access doors. Pedestals shall not be located closer than 3 feet to a vGul t o; i sides where the acid -- :M;ountcd c quiff, pent wit" not have access doors. 6. Holy Cross Energy provided ground rods shall be fully driven with no more than six inches of rod exposed above the earth within the cavity provided in the center of the vault base. Holy Cross Energy must approve any other installation where soil conditions will not permit the ground rod to be full driven, QWEST COMMUNICATIONS STRUCTURAL SPECIFICATIONS NOTE: Qwest Specification notes provided by Qwest. 1. CONDUIT: A. All conduits are to be equipped with minimum Y/" polypropylene pull line. B. All conduit bends are to be steel sweeps or no less than PVS Schedule -80 fully encased. Long radius sweeps are to be used in main trench sections. Standard radius sweeps may be used at closure locations. C. All conduit runs are designed on the basis that each separate run will have no more than two (2) 90• bends without the insertion of an appropriately sized pull box. D. All conduits will be PVC Schedule -40 or better unless specified otherwise. If steel or iron pipe is used between the building and the property line, the pipe must be kept free from contact with any reinforcing steel or other conductors within the building foundation wall. E. Conduit(s) will be furnished and installed by contractor for the exclusive use of Owest Communications. F. Conduit(s) placed in the same trench with power supply conductors /conduits must be separated by a minimum of 12" of compacted soil or 3" of slurry encasement and have minimum depth of cover of not less than 24" on private property and 36" of cover at the property line. G. Labs, water /gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for use by Qwest communications. H. Conduit(s) terminating at a utility pole must be attached to the pole and extend to a minimum height of 12" AFG. QWEST COMMUNICATIONS STRUCTURAL SPECIFICATIONS 2. SPLICE VAULT MAINTENANCE HOLES: A. All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be appropriate for specified size and intended usage. -NOTICEN 1. Any items that deviate from these specifications must be cleared with the Qwest Communications Engineer prior to the change being made in the field by the Premises Owner /Developer. 2. Construction work on telephone supporting structure must be completed and inspected 30 -doXa r� for to the date that permanent telephone service will be required. Should Premises Owner /Developer fail to meet this time frame, Qwest Communications shall not be obligated to meet the tentative in- service date and shall be allowed the full 30 -day period within which to schedule and complete all of its work that may be associated with this project, commencing at the point in time that the Premises Owner /Developer has met the requisite structural inspection. 3. FOR INITIAL /FINAL INSPECTION CALL BART GARNER AT LEAST 48 -HOURS IN ADVANCE. SEWER NOTES 1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. All sewer mains and service lines pro posed , herein shall be constructed with Yelomine and conform to ASTM D2241 "Standard Specifications for PVC, pressure rated pipe (SDR Series)" and shall be constructed to the lines and grades shown herein. 2. All materials and workmanship shall be subject to inspection by the districts and /or their representatives. The district reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or specifications. 3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility construction. 4. Compaction of all trenches must be attained and compaction tests results submitted to Alpine Engineering. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. As -built drawings will be compiled by Alpine Engineering prior to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. 6. The contractor shall verify existing pipe or manhole inverts at tie -in points prior to construction stokina. 7. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and Town of Vail requirements. Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 inches. Manhole steps shall conform to OSHA step standards. 8. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non -skid finish. All concrete for manhole construction shall be made with Type II cement with a minimum 28 -day compressive strength of 3000 psi. 9. All pipe shall be constructed with pipe bedding as shown in the sanitary sewer plans and details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. A concrete flow -fill bedding is required in certain areas. Refer to the plans and profiles for bedding locations. A flow -fill design mix shall be submitted to AEI and ERWSD for approval prior to construction. WATER NOTES 1. Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications. 2. All materials and workmanship shall be subject to inspection by the district and /or its representatives. The district reserves the right to accept or reject any materials and workmanship that do not conform to district standards or specifications. 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any water line construction for a pre- construction meeting. 4. Compaction of all trenches must be attained and compaction test results submitted to Alpine Engineering prior to acceptance. All pipe shall be constructed with pipe bedding as shown in the water plans and details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. A concrete flow -fill bedding is required in certain areas. Refer to the plans and profiles for bedding locations. A flow -fill design mix shall be submitted to AEI and ERWSD for approval prior to construction. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. As -built drawings will be compiled by Alpine Engineering prior to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. 6. Water mains shall be constructed with ductile iron pipe, AWWA C151, with restrained (Mega-Lug_ or Snap wok) joints, AWWA C111, class 52, pressure rating 350 psi. All water mains, fire hydrant lines and water service lines shall have a minimum cover of 7' unless noted otherwise. All water services installed as Dart of this Droiect that will be under future snowmelt areas shall be constructed Der Detail H. Sheet C 17. SHEET INDEX ENTITIES CIVIL COVER SHEET SHEET C OA TOWN OF VAIL CONSTRUCTION NOTES SHEET C 08 PROPERTY LINE AND EASEMENT PLAN SHEET C 1 EXISTING CONDITIONS PLAN SHEET C 2A EXISTING CONDITIONS PLAN SHEET C 2B EXISTING UTILITY DEMOLITION PLAN SHEET C 3A TREE DEMOLJ110N PLAN SHEET C 38 SiTE DEMOLITION PLAN SHEET C 3C COMCAST CABLE TV PLAN SHEET C 4 HOLY CROSS ELECTRIC PLAN SHEET C 5A HOLY CROSS ELECTRIC PLAN SHEET C 5B HOLY CROSS ELECTRIC PLAN SHEET C 5C XCEL GAS PLAN SHEET C 6 QWEST do VAIL RESORTS PHONE PLAN SHEET C 7A QWEST do VAIL RESORTS PHONE PLAN SHEET C' 713 WATER do SANITARY SEWER PLAN SHEET C 8A WATER do SANITARY SEWER PLAN SHEET C 8B WATER & SANITARY SEWER PLAN SHEET C 8C WATER do SANITARY SEWER PROFILES SHEET C 8D WATER do SANITARY SEWER PROFILES SHEET C 8E DRAINAGE PLAN SHEET C 9A DRAINAGE PLAN SHEET C 913 DRAINAGE PLAN SHEET C 9C DRAINAGE PROFILES SHEET C 9D DRAINAGE PROFILES SHEET C 9E GRADING PLAN SHEET C 10A GRADING PLAN SHEET C 1OB TUNNEL GRADING PLAN SHEET C 10C GRADING PROFILES SHEET C 10D SITE WALL PLAN SHEET C 10E SiTE WALL PLAN SHEET C 1OF SiTE WALL PROFILES SHEET C 1OG STREET SEC11ONS PLAN SHEET C 11A STREET SECTIONS SHEET C 116 STREET SECTIONS SHEET C 11C HORIZONTAL LAYOUT PLAN SHEET C 11D TOV UTILITY TRENCH PLAN SHEET C 12 EROSION j CONTROL PLAN SHEET C13 GRADING AND EROSION CONTROL DETAILS SHEET C 14 DRAINAGE DETAI SHEET C 15A DRAINAGE DETAILS SHEET C 15B SHALLOW UTILITY DETAILS SHEET C 16 WATER AND SEWER DETAILS SHEET C 17 HARDSCAPE DETAILS SHEET C 18 REVIEWED BY: THESE PLANS HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL STANDARDS ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN. EAGLE RIVER WATER AND SANITATION DISTRICT XCEL LERGY, { J 7 2 2T BY Cam" DATE: DATE: CONSTRUCTION INSPECTOR HOLY CROSS EN RG^ QWEST BY: C /, ' ' -DATE: L �' _ 4 BY: �--� DATE: COMCAST CABLE BY: DATE: PROJECT CONTACTS XCEL ENERGY (GAS) COMCAST (CATV) EAGLE RIVER WATER AND SANITATION DISTRICT HOLY CROSS ENERGY (ELECTRIC) QWEST (TELEPHONE) CIVIL ENGINEER, AEI GEOTECHNICAL ENGINEER, KOECHLEIN CONSULTING ENGINEERS VAIL RESORTS DEVELOPMENT CO. (OWNER) LAND SURVEYOR, PEAK LAND CONSULTANTS INC. VAIL RESORTS PHONE TOWN OF VAIL JIM O'NEAL MATT CONRAD FRED HASLEE JEFF VROOM BART GARNER GLENN PALMER, (970) 262 -4003 (970) 468 -2669 (970) 477 -5449 (970) 947 -5425 (303) 255 -6122 TIM LEININGER (970) 926 -3373 BILL KOECHLEIN (303) 989 -1223 DAN FEENEY (970) 845 -2352 BRENT BIGGS (970) 476 -8644 DON GRESS (970) 477 -8572 TOM KASSMEL -TOV ENGINEER- (970) 479 -2235 LEONARD SANDOVAL -TOV CONSTRUCTION INSPECTOR (970) 479 -2198 WATER NOTES cont. 7. All water mains shall be hydrostatically tested in accordance with AMD standards. Chlorine testing shall be done in accordance with AMD standards. 8. Provide thrust blocks on all waterline bends per ERWSD specifications. 9. Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, and additional bends may be required during construction. 10. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the contractors responsibility to field verify the location of all utilities prior to commencement to any construction. 11. Install 10 gauge insulated copper tracer wire along the water mains, and cad -weld, per current ERWSD requirements. 12. Verify all existing pipe invert elevations prior to construction. 13. Provide as -built drawings with (2) ties to water line valves, horizontal and vertical bends, service tap locations and curbs stops. 14. As part of these plans, several adjacent properties will be disconnected from the existing water and sewer mains and reconnected to the new mains proposed herein. Prior to beginning any construction, Contractor shall provide to the Engineer, a sequence of construction that outlines the methods and procedures to be used that will maintain water, sewer and fire protection services to these adjacent properties. 15, Any service tap fees that may be required as part of these proposed utility installations are to be paid prior to making the connection to the main. 16. No fire hydrant extensions are allowed by ERWSD on new installations. IP R I ! I I w a i; _ 141 .7 OWN ER /DEV ELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OP RECORD Denver, Colorado MASTER PIJINNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAi. ENGINEER MO IROIi & , LWE'LL ENGINE F- RS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. IMWARDS,COLORADO INTERIOR DESIGN SLIFER'DESIGNS E:DW ARDS;,COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD PROD. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMI /BID 02.15.05 TOV REVIEW 04.25.05 C D B A PROD LkT N PROJECT KEYPUN COVER SHEET Town of Vail- General Notes 1. Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479 -2158. Obtain all required building permits through the Town of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO, 81657. 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractor's license at the Town of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO 81657. 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to commencement of construction. 4. The public and the Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire period of construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of normal operations. 5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Town of Vail Code, Development Standards Handbook, Construction Details and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Town of Vail. 6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 7. The engineer who has prepared these plans, by execution and /or seal hereof, does hereby affirm responsibility to the Town of Vail, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Town of Vail Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and employees, from and against all liabilities and damages which may arise from any negligent errors and omissions contained in these plans. 8. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local utility entities standards and specifications current at the date of approval of the plans by the Town of Vail. 9. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The contractor shall be responsible for unknown underground utilities. 10. These drawings represent only the approximate location of utilities and are included only for the convenience of the contractor. Contractor shall be responsible for locating all utilities, pipes and structures. Contact utility notification center of Colorado (800)- 922 -1987 to locate underground facilities. Contact Town of Vail for additional locates (970) 479 -2158. Contact Eagle River Water and Sanitation District for additional locates (970)- 476 -7480 ext. 114. Utility locates to be performed at least 72 hours prior to any construction activity. Contractor shall ensure that work preformed in the proximity to utilities shall be according to the requirements of the requirements of these agencies. The contractor shall notify the owner's representative of any existing utilities which may interfere with the proposed work prior to construction. The contractor shall repair all existing utilities to remain which are damaged during construction at no additional cost to the owner. 11. The contractor shall coordinate and cooperate with the Town of Vail, and all utility companies involved, assuring that the work is accomplished in a timely fashion and with a minimum disruption of service. The contractor shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or if any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 13. The contractor shall submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, at (303) 692 - 3590), the Storm Water Management Plan, and the Erosion Control Plan. 14. The Contractor shall provide and maintain approved erosion and sediment control "best management practices" (BMP) for the project duration. Contractor shall inspect BMP's weekly and after every precipitation event. Contractor shall document inspection and make reports available upon request. Accumulated sediment and debris shall be removed from a bmp when the sediment level reaches one half the bmp heights or, at any time that the bmp functionality is adversely impacted. All necessary maintenance and repair shall be completed within 48 hours of identification, unless otherwise agreed upon. 15. The Town of Vail shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of on site drainage facilities shall be the responsibility of the private owners. 16. The Town of Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this project as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage. 17. The Contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front -end loader, etc.) or as approved by the Town of Vail construction inspector. 18. The Contractor shall notify the Town of Vail Construction Inspector (970- 479 -2198) 72 hours prior to the start of any construction. If work is suspended for any period of time after initial start -up, the contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of construction. 19. The Contractor shall notify the Town of Vail Environmental Health Inspector (970- 479 -2333) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. 20. The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance with the applicable standards and specifications for all work within the Public Right- of -Way. If the final soils /pavement design report does not correspond with the results of the original geotechnical report, the Owner shall be responsible for a re- design of the subject pavement section. All final soils /pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Town of Vail Construction Inspector prior to placement of base and asphalt. 21. Prior to placement of H.B.P. or concrete within the public Right of Way a mechanical "proof roll" will be required. The entire subgrade and /or base material shall be rolled with a heavily loaded vehicle having minimum single axle weight of at least 18,000 lbs. Any subgrade /base section exhibiting excessive pumping or deformation as determined by the construction inspector shall be reworked, replaced or modified to form a non - yielding surface. The Town of Vail Construction inspector shall be notified 24 hours prior to a "proof roll ". 22. The Contractor shall furnish electronic and hard copy reproducible As -Built record drawings showing horizontal and vertical locations and elevations of constructed improvements including all utilities, and drainage appurtences prior to acceptance of the project. 23. The Contractor shall video camera (TV) all installed public storm sewer pipe prior to final paving and/ or other final surface treatments are completed. A copy of the video taping shall be provided to the Town of Vail for review and approval and record keeping. 24. The Contractor shall be responsible for all aspects of safety - including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 25. The Contractor shall submit and have approved a Construction Traffic Control Plan, in accordance with the MUTCD (Manual of Uniform Traffic Control Devices), to the Town of Vail Construction inspector, prior to any construction activities within, or affecting, the Right -of -Way. The contractor shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 26. The Contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan, schedule and phasing plan prior to the start of construction. 27. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and surrounding areas clear of trash and debris. Any construction debris or mud dropped into manholes, pipes, or tracked onto existing roadways shall be removed immediately by contractor. Contractor shall repair any excavations or pavement failures caused by construction within or in the vicinity of the limits of construction. The contractor shall be responsible for damage due to construction at no additional costs to owner. The contractor shall remove all sediment, mud, and construction debris that may accumulate in the flow lines, private property, and public rights of ways of the town as a result of this construction project. Removal shall be conducted within 48 hours. Return all construction staging sites to their original condition upon completion of the construction project. 28. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as -built record drawings. 29. The Contractor shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 30. If, during the construction process, conditions are encountered which could indicate a situation that Is not identified in the plans or specifications, the contractor shall contact the Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. 31. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks for the project as well as the basis of bearings. The information shall be as follows: Benchmarks - Town of Vail Survey Control PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). PROJECT DATUM SCALE FACTOR: 1.00041186 BASIS OF BEARING: COLORADO CENTRAL ZONE (HARN) NAD 1983/92 AND TOWN OF VAIL MAPPING PROJECT OCTOBER 1996, STATIONS SPRADDLE N 1660652.671 E 2753950.797 AND WOODMAN N 1652148.916 E 2727065.360, SPRADDLE TO WOODMAN BEARS S72'26'53" W. 32. Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish disturbed or destroyed items at Contractor's expense. 33. The Contractor shall be responsible for replacement of any existing materials that are damaged during construction within the limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner.y th r 34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. Patching shall be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patches shall be infrared unless otherwise instructed by the Town of Vail Engineer. 35. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 36. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these handicap ramps shall be in accordance to ADA current standards. 37. After acceptance by the Town of Vail, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 38. The Contractor shall be solely and completely responsible for the conditions at and adjacent to the job site, including safety of persons and property during performance of the work. The contractor shall provide lights, signs, barricades, flagmen, or other devices necessary to provide for public safety, pedestrian and vehicular acc °ss as needed. This requirement shall apply continuously and not be limited to normal working hours. 39. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown obstructions and /or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the owner's representative for decision. The contractor shall assume full responsibility for all necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner. 40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm drainage pipes to the newly installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor for the entire duration of the construction project. The contractor shall be responsible to maintain all drainage within the construction site and offsite drainage which is directly affected by construction. 41. The Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The contractor may provide temporary street lighting approved by Towcl of Vail, when existing street lights are removed. 42. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless otherwise approved by the Town of Vail. 43. The Contractor shall maintain access to fire department hydrants and connections shall be maintained throughout construction unless otherwise approved by the Town of Vail Fire Department. , C , r - � OWNER /Df' VAIL RESOWFS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER MANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL. F 7GINFF..R MONROE & NRW RT.I. F.NGINERRS, INC AVON, COLORADO NIL P ENGIN£E:RS CATOR, RUMA AND ASSOCTATES, CO. DENVER, COI.0R:1D0 CIVIL. ENGINEER ALPINE: ENGINEERING, INC. EDWARDS, COT.ORADO I.NT E'RIOR DESIGN STIR-'.R DESIGNS EDWARDS, COLORADO i PROJECT NUMBER: 20826.01 f ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERK H /BID 02.15.05 TOV REVIEW 04.25.05 C D B A YRUJ r= N s PROJECT KEYPILAN CK11 COVER SHEET ADDITIONAL NOTES MAINTENANCE EASEMENT r 25.0' UTILITY - + + • '' ' 1 I ROSENQUIST & BROWN , DD PROG. 2 .05.21.04 (BOOK 455, PAGE 115) PRICING PKG. EASEMENT 005 + + ) + + , I ' :`'' ' �� 1 I (VAIL /LIONSHEAD FIRST FILING) °'; 37 % 1 VAIL / IONSHEAD FILING No. 4 L TOV REVIEW 04.25.05 (SHADED AREA) + + + APART OF LOTS 1, 2, & 3 BLOCK 1 r + CONCERT HALL PLAZA CONDOMINIUMS + + + 1! '' `) • "' '' 1 + + + ! .'' + + I, , ',• I ROBERT AND DIANNE LAZIER 1 + + + CONCERT HALL PLAZA CONDOMINIUM ASSOC. (BOOK 286 PAGE 698) • •..••• + + + + ,..: ,. '.,I (VAIL /LIONSHEAD FIRST FILING} r - - - - i 0.728 AC - - - - - - - - - - - - - - - - - - + + + + + + + I + 0.259 AC + + + +(, I f 2.81 % ACCESS EASEMENT + + + , +! 0.86% + + I I I I 1 i (BOOK 229, PAGE 481) + + + ! ++ + + +I . ,..;..;.a I I i +� + ++ + + f� '" 1 I I---- - - - - -- - - + + 20.0' DRAINAGE + + + I • r-R - •• - EASEMENT + I + + + ! ,y -1 LANDMARK CONDOMINIUMS + + + + ,I 1 I + + + + + + + + LANDMARK -VAIL CONDOMINIUM ASSOCIATION + + E;', I I ( + + , o (BOOK 238, PAGE 918) + + + + } I ( + + + ` �.:� .._ �', •.:� �,_' :• + ,�''f?AR OF TRACT C + + + l ,.' - -- - -- n ;,I z w 1 4 95% C + + T + " T • WN OF VAIL I I .� .�.�.� - - - � + + + + ! waft \ \' 7 ' - r \ TRACT F TOWN OF VAIL / (VAIL /LIONSHEAD, THIRD FILING) 0.020 AC 0.07% / MONTANEROS CONDOMINIUMS MONTANEROS CONDOMINIUM ASSOC., INC. (BOOK 228, PAGE 871) 1.026 AC 3.39% LION SQUARE NORTH CONDOMINIUMS LION SQUARE NORTH CONDOMINIUM ASSOCIATION UTILITY EASEMENT FOR EXISTING UTILITY (BOOK 239, PAGE 408) SERVICES TO MONTANEROS CONDOMINIUMS 0.946 AC ACROSS ENTIRE 3.12% LION SQUARE NORTH PROPERTY BOOK 239 P407 I 1 1,.�.•_J I Q + VAIL 21 CONDOMINIUMS + ,rrt'., + (VAI�fE,I NSHEAD FILING 1) + + + .� + + + 1 ,1 08 AG + + { - 1 1 { �' I VAIL 21 CONDOMINIUM ASSOC. 77, r Qo0 . 1 A i �' 4, + +' ' 1 428% � LIFT HOUSE CONDOMINIUMS I n I (BOOK 227, PAGE 166) + + "m ', M + + + I 0.357 AC + + +! Q oY + + + + + ( . ' 1 I LIFT HOUSE CONDOMINIUM ASSOC. I �, x 1 1.38% + + + + ! 5.0' CL - + + + + { I (RECEPTION No. 125516) I ,'' + + _ ___ 2 + + 1 0.46E AC I EASE + + + 1.80% � . I + + E P904 + + + ++ I. ;', ;,I - - - - -� -- - -I O 1= I + + + + ++ AS M �''' I 1 - - - + ! �. �. ...• ,.�. �. �.,, ,� �� + + + + + + F APPROX PED ESM I + + + "�. + + +� ; B 666 P 535 - - - - - -- ++ + �! + i PART OF TRACT C + + + ! .. + + + { ,) - - LAZA EASEMENT ( ( , (; + + + ( gnOK 378 TOWN OF VAIL I + + + + + PAGE 911 1 7 / , ,I' ' {' • '• ', -+- -- ice'' ' +"` - - - T - -� + - - - '- -- - 't - .� + , �r �T!TA `T� �,, - - - -rn, , 7 + +' + + + + + + +T+ + + �„ , . , i 1 + j IV PART OF TRACT C + + + + ++ + + + + + + + + ++ + + + ++ + ++ + + ,;' >> :I I ! + + �• TOWN OF VAIL �� �� + .��� ..� i v.. I I + + + ".'.' ' (VAIL /LIONSHEAD, THIRD FILING) / + + + / 1 0.312 AC + + + I- -- - - - - -- l + + + + + + � 1.03% / + + + + + + + + + ' SUNBIRD LODtaE + I • I PLAZA B378 [ + + +! EASEMENT P905 A PART OF LOT 3 BLOCK 1 + + + + 1 + + + + + + ; I C3 C3 ROBERT AND DIANNE LAZIER ! + + + + SUNBIRD LODGE I + I ''' I (BOOK 219, PAGE 489) \ �� I LOT 2, BLOCK 1 + + + + +I I LIONSHEAD ARCADE CONDOMINIUMS I 0 .064 0 % I \\ �\ + \� VAIL CORP. + + + + + I LOT 4 BLOCK 1 .: + "' LIONSHEAD ARCADE BUILDING CONDOMINIUM ASSOC. \ (RECEPTION No. 199339) \ ! (VAIL /LIONSHEAD, THIRD FILING) + + + + l VAIL CORP. PART OF LOT 3, BLOCK 1 „ 0.323 AC 0561 AC + + + + + (VAIL/LIONSHEAD FILING 1 ROBERT AND DIANNE LAZIER 1'25% I 1.86% + + +\ 1.372 AC (VAIL /LIONSHEAD FIRST FILING) `\ + + \ 5.30% 0.050 Ac I \ \ } \\ + + + + + \ 0.19% I �� E3 tJ 0 0 + + + + + + + \ I' I ` _ INGRESS AND EGRESS /ARTWORK I + + + + + +' DRAINAGE EASEMENT �- + + + +) ' ' ; - EASEMENT + + + �TYP I, + + + 1 ''� (BOOK 613, PAGES 211 -213) + I ! + + + + + i PART OF TRACT C + ++ + + + '•I TOWN OF VAIL ( A l(� T + + + y + + „y. I. ` (VAIL /LIpN �HEl D + F4RAT + + +� + 0 }21 +AC ,•, + � � � � � � � � � � � � � + +i I %+ + 0. + + + I + + +1 + + +( + + + + + + 25.0' STAIRS ABOVE I + + + UTILITY ','• I L+ + + I " PLAZA EASEMENT + + + + I EASEMENT ,' Eq�EMENT I I + + + + 1 • ' „ BOOK 378 P914 �_:_ + + + a `' ; { + + + LINE BETWEEN PORTION I ; ' VAIL /LIONSHEAD CENTRE + ++ + + 1 + ` `A + + + OF TRACT C. y VAIL /LIONSHEAD CENTRE CONOMINIUM ASSOC. I + + + .I + + + + + + VAIL/LIONSHEAD, EAD, FIRST -`' `'' (BOOK 218, PAGE 901) 1 + + + + + + ++ + + 1 FILING OWNED BY VAIL ° 3.56% (+ + + 4 + + + + +I CORP. AND PORTION OF + + + + + L + , •ti ' + + + + + +� TRACT C OWNED BY TOV j` • :' ";'a I + + + + + + + / . -- ---- -- +/� + + + + + + + �+ + ` - - -- - - - - -- - - -- ( + + + + �+ + s UTILITY EASEMENT (T y I ++ + + S • :,' `+ + \+ + + OLD GONDOLA , ' • ;� 1 + + + + + + / • `'' ,, + + + +� + + BUILDING (EXISTING) I+ + + + + \ I; + + + + + + + l�� t,• , ;J + + +/ + t..�,�- .�=------- - - - - -- .':\ PART OF TRACT C �/+ + + � + + + / + +,;� �,,.. I VAIL CORP /�+ /\ UTILITY AND DRAINAGE ' + + + ',I, t , '� .'� ` (VAIL /LIONSHEAD, THIRD FILING) / ± y EASEMENT (TYP) �+ + + E f I'' , "'� 0.312 AC UTILITY AND + + ,, y j � • �, DRAINAGE EASEMENT + ++ �'. � "� � ��� � � �� � � '•"' ""' � � �� � �• �� � � � � 3 �� + + PA -, * -AC T C �. + + • / + + + + + +',: W it'csR + + '��10+ + + + + X"" - - -TRACT H VAIL CORP. (VAIL /LIONSHEAD FIRST FILING) 0.029 AC 0.11% + r TRACT G \ , }} / '�► + + �} U ` a VAIL CORP. + + + + + { I \ \ \ /+ + + +/ 0'7 �+ r / / / + (VAIL /LIONSHEAD, THIRD FILING) + + + + t,` t , • • ,; • 1 ' \ \ \ \ TRACT D /+ +/ , 0 8 � % LION SQUARE CONDOMINIUMS + + + r , { \ \ / + / / A TLERS CONDOMINIUMS , ` LION SQUARE CONDOMINIUM ASSOC. .+ + + + + I'., :'' ', \ \ VAIL CORP. /+ + 4+ + +/ / f + + + \ \ (VAIL /LIONSHEAD FIRST FILING) + / (BOOK 220 PAGE 177) � / + / ANTLERS CONDOMINIUM ASS CIATION, INC. , ` 0.918 AC + + + „', \ \ / 1.645 AC ,,•/ + / +/ PAGE ` 3.55% + + + + + + p \ \ 6.35% i + + / BOOK 226, A ` + + 1.186 AC �... ■'"i ' I h \ \ \ \ + t�+�N� +� + + 3.93% + / TRACT E I + + + + + ',','' I I ,o° �,+ /+ + + + / TWN .,, I I \ \� + + + (VAIL /LION THIRD FILING) ` I + + + + + + h ' \ \ \ \ i l + + + + � 4 *� + + +� +/ J � 0.029 AC � APART OF TRACT C + + + �' ;'� '.� ` \ \ \ � �+ + +� ,�-�! + 0.10% VAIL CORP. + + + + 5 , I \ \ i '�+ + +/+ + + + (VAIL /LIONSHEAD FIRST FILING) + + + + + +1 • I-- 20 0' \ \ p f + + + + + f �+ + + + l •••+�� I HOLY CROSS ELECTRIC + + + E� +� / 0.750 AC j + + + + ASSOCIATION, INC. �+ + + 2.90% � \y+ + I•. , ,'. °; .'�I i ` (REC. N No. ENT + 750938) �+ } + UTILITY AND + ++ ++ + • ",''•, , ` , ( + 1 -� DRAINAGE EASEMENT ` I i + + + t/ + .+ ♦I +1 I + }// - + o / TRACT A LION SQUARE CONDOMINIUMS PHASE 2 & 3 ++ ++ ++ i, '. �.'.1 + + +_ +-- + + +�+ GRAPHIC SCALE I LION SQUARE PHASE 2 &3 CONDOMINIUM ASSOC + + + '' '' °•I �+ + +' + + A PART OF TRACT B TOWN OF VAIL (VAIL /LIONSHEAD, THIRD FILING) 0.280 AC 9.93% - T - � - -. - � -+- } +- + , - �-- -' +.- +- _. '-+- _.._ - + + +�.•+ .� �. + f + + - - (RECEPTION No. 123333) + + + (; '•., ' I �+ + �%� + +� "� 30 0 15 30 so + 120 + + I '�+ + + + + VAIL CORP. / 0.38 1 %C 1+ + + + + `,. I +� + + + + 1_ + ' + �+ y� (BOOK 391, PAGE 882) + + + + + + +{, + + + + + do' 1.247 AC + / + x• + +ice+ + ��,v 4.82% ( IN FEET) / + + + + + + + + + + + � I inch = 30 ft. / + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q+ + + + + + ..�..�� ..• ''"' �..,.. �' + + + + 4- + ,+ �' I + + + + �+ + + -± �+'-_+ + -�_ �± + + + + + + + + + + +, + ,•t, , + + + + + + +o + + 1C UiiLIT EASE N +! + + + + + + + + + i / + + + + + +•'. ,,.;�•• +•, } + + + + -+ - - Ll - +- + + + + T� f + + + + + + �+ l 1 TILI ja ► + • • �- , r , , - 20' DRAINAGE EASEMENT TOWN OF VAIL (VAIL /LIONSHEAD FIRST FILING) 0.637 AC 2.46% I 1 + + + + + + o + + { { + } + - + 0.J 20,0' 04116 TRACT A VAIL CORP. � ,�, j i ��+ /� j :,, ':', •','' ;' �1 / p'��' O� PART OF TRACT B ` � // % , ,` / //- �A � .,. / .00.� (VAIL /LIONSHEAD FILING 1) ' �� j� �� / i ,' /'� "" ` : ': � V�� (, VAIL CORP. / 0.760 AC X/ %�, / (VAIL /LIONSHEAD SECOND FILING) 2.94% / �/ / % j / j /,�' : y . � / 0.987 AC % /� j j / 4.95% / :..,: / I APART OF TRACT B � � '�� � ''' � '�� ' �� Y / /00or Ole / 000 NOTE: INFORMATION SHOWN HEREON HAS BEEN PROVIDED PRIMARILY BY PEAK LAND SURVEYING. Vo LiJ!\ !'A C \.. .: "�`.\W ., ...:.\ r - _.Y I� ...�V E.;'w�, �;4�LLfL.. ✓.7 ! 49 :>L '=V. - ♦..!'V / -.. i i a w • O ♦ P OWNER /DFVFLOPFR VAIL RESORTS DEVELOPMENT COMPANY AVON, COIIORADO ARCHCTFCT OF RECORD Denver, Colorado MAS'MR PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL F. GINHh.R MO, iROE & NEWFLI- FNGINT•,P.RS, INC AVON, COLORADO W2 EN GINLE CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL. ENGIN iFR ALPINE ENGINEERING, INC. EDWARDS, COLORADO I,NTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 r 01.23.04 002 DD PROG. 1 04.12.04 1 DD PROG. 2 .05.21.04 OWNER /DFVFLOPFR VAIL RESORTS DEVELOPMENT COMPANY AVON, COIIORADO ARCHCTFCT OF RECORD Denver, Colorado MAS'MR PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL F. GINHh.R MO, iROE & NEWFLI- FNGINT•,P.RS, INC AVON, COLORADO W2 EN GINLE CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL. ENGIN iFR ALPINE ENGINEERING, INC. EDWARDS, COLORADO I,NTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 .05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERNU /BID 02.15.05 TOV REVIEW 04.25.05 C D B A va T PROJECT KEYPI.AN C1 EXISTING PROPERTY LINE AND EASEMENT PLAN ,� '' I - - - �, - - — _\ — - - __ , - — , �:, - INV IN (N) = 81261' , I !_ '. e / " � , -,,--- , 71 = ; �- -, <, \ * I I ,�,� . :, -_ , OUTLINE OF PARKING GARAGE ) STAIRS ABOVE I w-11 \,,� I , "I I , ii �,� I I . PLACE. NOT FIELD LOCA I - . ­; 1 �� __ L I ., __j -, "i I ­1 " I , .111, 'I'm � � &) 38.5' ­­9 �- - " . , 1, ­:, 11 I - tosl I " : . % _1 UNDERNEATH ­­ ,i :_�,, , " ,f i ?11 3 , ,, INV IN M 1,:__�F. " 81 3 3. 9' 5 . I ��, ' �_ , // \ I ,1 �,, I L � . LT) Ki "I I Tn-tjs—__� ........ f! SEWER M,AJH / ! is I INV OU T- ­., �l 33.8 " " . _11111 \ ', 1 -- . � /�� \ I/ I � "' - I I I .",-. -1-1. "' 11, , i cp 11 , STREETLIGHT FED BY FUSED . I , T RIM = 917,4.0' 1 1 1 * , \ I I " __ / ­ I , /,'I 11 .! ,t'l I" , 1�1 L . i I � r I I 11, -, __ 4 5;:' * - I -ri I t -, � I ii i / - I I A. I I S ; ;,,Oi�,- ­111 --.11-1- ______ ­.., ; ' -,.-/ I 1p - -, �' : , ,,,- ;ow - - E ;� I I � * I - -,. � 11 . - Izz . �_ _- ­11L., - I 4 �11 , , z� , J , , -�,,'_,,,, �i i, I- __ - 1 , � . 1__­� I ,,, , - "I - ­ I 11 , -,� _­ ,� '. a , - "I' - �' I '. ---- ", . ..... r `� .21 I / I * 1" -7 11 q� lli�_ I I. �?.',-'6�,5, 1 .'Z I , ,� .,, 51".? " , I- (IN CONDUIT) - u� [ _� -in . I I - $ , �� , ­ , I � 1\11 ' , , I I ]t i , 1 � I Z/ z I .', I , ; I 1. , f: i t I / I .1 ,;x<e ,_11 . - - _z- ' - I ,,,, ... )MD M I :-, I k - a" i . , :�1'11�_ - - - - - - V, 'n , ­ ,',F I 0 � , I ��_ I � I / , -, ' \ , ;I VE � 1 ­1 I , ^I\- 1 I /1 � -­ F-L 2_& , , = __ ­­ ­- f / , \ I " 11 * _,, s;- --A ­.-_ � %_ I I % � - .�. 1�_ I CONDOMINIUMS 01 I ��, ,,- - , Vz_ \ C, I 1:'� I �1 ,, ,*,- . �j 1', '. V ",�t� I , , I - k I " I I- I 16k - r r \ , IN Y ,OU T (SE) ,=, 81 2 �q , ,, 1 b?,',5,' , ! ­ I - - I / , / s \ 11_� \ \ - I e. ,�,,� " , I , I " ij �d \\ .. 1i \ \ * I I-, I , _; 9 — / i I �i��,` , I , " / I \ 's N., \� I t 7; _ - I i>/ X z I �, ; __�` -_1: , ", i, �� " V,, ',:� � - LD - iki , \ / , F " FLOWLINE OF , � ­_ - TJE I Q L , ; " I 1?\\"11, , j I t� ,�� <� t I z ", i \ 34, �I _ kTIR �, I , \ , �� L,; ,�� ,� /;;" -A ­1 - I I I - * � \ s \1 I \ / ) " 'i PAN +6','.?';'0 Vl_'%?�_; 1: � ­8107 4' - 11 \ - I. ,� � .., i� ,,I / , I " ' 'I ,,, �,,/ ,�� I i I 1; ', , \ \1�\�, I- 1�?4� e r7_7:___ -, I , 'a, \ % �, \ , , "I _-) ___.________ - - �, p / 1 'I CULVERT I \ �� \ <�, \\\ 1�� 11 fr I \ Is / i APPROXIkfATE � � � � , ­ , - �r " 1� , p C, ,5'v,�� ,- , i : , if - - 'A � �u� �, � �_,u " z I I � \ I Q)v ,�� '1� ,C)" �­ - _J� I C I 0 1 i / " <� , , � �?7;�5. 8 � , I , 1, I 5/.?,.3, "� +'� _4�� ,II_4 /_ I ' / \ \ t I I � ,--,.---' ,�� � �,,,�_, ,, 1 A : 'I A 711 I , __ , I 0/�� 0 I I I I I ', - _7, ,— ;�<_ , j i 2_35 \ -'\ - , \. ,,, +e!.­,'1,77 - � , - ,� .06, , 'A" " \ � i 1 1 i --- V, \ \ I . 4 / 7 _,�` , "I I -1 \ / A , , 4� � / I , � � \,� __ \ / I �\` 0 - 4- , �1 'I--- _>'v = 8120.3' .,��2 1 �, __ < INV OLT = 8122.8 \ k R *"\ * ", \ ,-� -I-XI,STING QWEST -I---- , f I tl �,i 'IV ,/11' 11?11,71. , I , 4 I / I 4-1— ' ' /' ""'�/""""�"'/�""/""''/"'/ r /EXI I 1 � - ' -1 f .,,�r\ - I , I '1/11'' 11 , i �� , I x \110", I � `_�' " 1 — rlll� I :� 1 4 , N' �� - ", , DOECT BURY �_� � / , , , , , , +&�'P,;% , 1, ' ----- 1, ,., ., '­, - - - - - -,�,, - , PRIMARY ELECTRIC LINE _-A I 0 <� / / , I RI EL i , /8122.4' 1 " -, ;Il� V/.,?J q,� <� �/_ I N,\ \ 1. 1'1 I " . 1, , , , - ..eE___4\� ___ ,�, __� 0 ___ 4� A, r,,:, / i / \ \ , I'APPIRO'�i� , .> I H i�� 1 .1 I \ \\\, / , i ­ I ,,,::, 11 , , / C�,4 e�l , , I -, __ / I 'I, - 1� , / % \\ ­ **_ ,_ Eow .Z:--_., - - 4 I # , INV OUT = 811 ]1.6� / IN" 4* / "'� ,_ � 'N , \ , ��. ", ` \ `, / 2 � 4 ��� HALT PARKING . . ,,, 1 - ___1 # " ; ,\, , / i AREA \ \ ''�-- --/ (�_- __ ---------------------____---rz � \ � , /' �_� ,�+ ox/ ^���' \ \ / �_� ! �-' � \ \ ����»���� L D / / ' CRACK|NC � ASPHALT PARKING AREA \ Typ| � / / � �� � `� | | �N �U [ � � � | � ��� _ - \ \ \ +a� \ � ' � � � � � / u IV � '�� ��^* 4*~~~ �_|��!`J��F][-/u\�� �- i_/�\�/[_ ��u��= '` ` ``` SE�ER W 0LE WH 0 ` * \ -^' APPROXIMATE � � � �� // � � I � -, \_ 41I, 1��6, �� � _), i i \, � I -, I. - ) � I, '_1 I 'SN'Q MEL-j D,,'­­­ '"'�',"",,-�,,�.�.��.,.!,",�",�-� �, � , ,1 �,�_� _____ ­",� - '. � . ,� I I "�, � -,,, \ ,�,, I VII PER 1 . , 1\ -, \ 1 % , --- "' 1�,� I � 61.,94, ,< + ), I ", ,­ * I 1 2 5�4 + (I �, ,,� ,,, :� , , , "", � �, 2_,,-_1+_:�­ . , I / I - - __ � �� ", "111 . , 4 ' __ � I W\0 , '. t, , I I , �` "I "I \ 1.2 _p I <�, �\,\ I — I — " <: ,,� , — , \ �,L_ -­- ---- -'------'--- ' 1, 1� " �1, 1'2 _p � �'N 4�1 �, — — � I � � , "-"\, I , 110 I :! 10" INV (NE) = 8111'.'R', - -, I \ , j , 1- I - .. I � I \ -, , :, "- " / 'I. " �1'-._,,� " � , , , " " _., ,. , �, " " ., I � � "" " \ \ ,��, 1�p � - '_ i I .1 �.. I 1 1, 1� � !� I I " 2000 ANTLER1 PLAN� -, ' '�, ",_�,�,,� \ % I 4 '�., I I , - . . , , , \ \ I t t" ,:, , , , ­ - , � , � ,j+ . � ,WHONE � v \ __ -_ <� I \ ,�, . APPRO�I E I I -t�, I , - / I- Ii _ 14 T/ ti - 2 a - I \ 1�t \ \ "', ", �',�, � . '� � " I 6" LINE, 4" 4 - TER , t �� . I 4Q * i , -",, 0� .-, ,- ­_ .-I 1_�, i \ 1 �� It . I� . , ;;�, \ I , � T. \ � I 11 I I _� 11 %; Qi' 1`e , rF'SE �� 'i� ____ �_"_ j -�` 4 , I/ � . � ; / i , \ Ir" , 1 - - ---.,Xl --- -- _________4__1_ ------.---------- - A , \ �� a N < � " , " ., . ',� " I - , * A � ', , ',',�, .11, I i 11 I " ANTLERS �).4 �, I \,, 0 / / I, "l , ____ \ ,,,� :��#* 51 I CONDOMINIUMS I ,_ ­ / � ft 11� _7 �125J "I __ '�. ' "I \ * \ ,"', ,�_:<',!, " /` Q, ,,, __ 1 ,91��5 e� : � I \ " , � \ z , 'I i I I \SEWER MANHOLE MH 0400 - i 1 _2 V '] - SNOWMELIED - 1: I A _9 - _ — � 1, N Rl�gp.zre , "r 1-_ _\_­____\ \ CURB INLET E28 < �, i :t_ - �� r __ � "I :�Z_ '... ­ __ - -, ---. _.. I I i � ""', ,,V _: " 1. "" " I r1l I 3 \ , ; I � U I � , 11, '_�6 �, ,\, .. I - � ,\ , , N � \, INV IN (N) = 8117.7' � I I � �, ,I" , - \ 11\1%, - 1" __ __ t - , , , 1 I , , , , " " " i , - - -, -.-. __ - . , - *m,_1'_ i \ FIRE DEP . _\,/'_',,4'N,,., �� , \ i 4� � , 1� I 1 �, , ., '97- 1 � , - . n­l� , \ - , , : \ , , �.�, �� , `�� , , _�Ij t \ s I \1 , - , LL:::�-, ­ t - , ,\ 'I, � ;' /,/, -, I i ! + 812,5. p \ ,"'.,."',�,-, ,, ,,, '� I " " _',_ , ,:�L_' -; - ' 1�i _-, \ " ! I 1 \ I ; 1 �-& j � �. � � , , �,' I ,' DIRECT BU# , / __ I _i- ,-,L- - - � 1� 1, 11.1 � �_, " I � �,� , � �', ,,�, , � I I- )--,- I e i b�f '' \ " � I ,, - ­ " I I " � �'r �11,,,,!�.-_'� .-, /,/"I'- � --- - I " , 1. :� ,­� - . , il 'n -_ ,� A %- " - , , , k�', I \ �,�,�, �,?i,, __ _____ I , 1, '' � \ \ 6 , " , 1 "_�`: - .,�,,,�­;, " � \ " 4 �\ �� " � V I I ­__ \ � *��, . I , ---- � V) � __ --- __ __ -, - " , �'�;? � fit' \ , I �, � / , � /1";, , � I "I '\ I � . � I , _..? - . \ 11 ;,'> �, / . ,,�� EWO' 6 ".., --- - I / I \ \ I ��, 1 ­1 8;',?,5 2 I" / \ , " , �` . . � ) � ,,�, J, I - � ., l i i ,?, :! I I i: i; , ­ ­ 1 1­ , '. — I : / -.,? \� , I �-. I .,-,,, " a 4r , , �- �, � �,:/_�� -7 I - ­ � \ � � I 1. I \ ; � ��N ,>', . � I - EG / '. , , , , .. . -- ­ -,-: I , . I _. � � "Z , � .�Ii'111_�.. 1� 'r / . �.�F " , 1'�, , V X �&11_1��, �r - 0 I � PVC REPAIR ____i� I I .�, - 1. I ;; _ _. 1.1, '. i x-1, , `--,,�_, .-;�' I ki t , 5. <�, , TRANS-- I / i ,,,, "'"' ­, -, I ,�,-�� F a F �. ,4�� ( 1-1 0 /1, I ' � _� I 1. , I I � �4 ', F `__.. � , -, _t_ I �� 1 �$\ --,-,-" .: I /'�.�, L�l 1 . , Z. . �X, 0) - t - A____.___�� , RIM = 81065 1 , I __ I— - ,_1 iN_, 7, �/-j 1�1 .a/. � , 1- . a . 20=00 MEN WIN 1011WEENNNOWN EXISTING CULVERT AND INLET 24" INV (E) = 8095.9: \ \ FLOWLINE OF 2' 1 ,- __ __ a I __ , , � RIM = 8106,4' 1 � I LIONSOUARE I . ­ -­ --a �� ___ 24" INV (W) = 8095.7 / � ­_ It- , _-, " __ I I INV (N) = 8099.0± P.M. GAS CONTR%,aOX i �_ ____ - I \ � _� 1 24" INV (W) = 8097.0' 1 1 1 , 8/­­ - , . '511 V__ a_ I _____________._______._,_ __________ POSSIBLY (2) GAS LINES � _�: �)__qf /: \ I - __I__ k a /` - APPROX. CATV PED #7 (NOT FIELD 11 /_ 2 0 Lu \ -,- _­ I THROUGH BUILDINGS L LO ATED -,,, 6216- FG I EXISTING GAS METER - 'a - I , 1— _! , �______ --- __ �� \1 / \ 11 / yo - ­ � � . . .1 I 11 1­1 I �, z �_ � I 0 I — 5:' EXISTING GAS SERVICE ,_,,-, - :! � I 1 . - �� 7e�__ - �', X_ I 1 _1r".6 - - - , __ ­ � 11 I .��,; G .­ � I I AG __n_� ,�G , .;;--- X,-­�- _., - — . �, I � _� I I . .._� A� --`,'AG , __ -4 _� I ___ r7_7 - - � EG _E _.::= _ � - - - - - - - - =��,, I'll- � \ � I � I . . ` U ' � . L , 77-4- t _ r,---- --�_-�— 1_______1 — -------- �, U�� EXISTING ELECTRIC METER .�~~~� �--- ---- (E) EXISTING ELECTRIC MANHOLE `� - ~~~� �cn — cos — ccn ^~~~~~ ccs — EXISTING ELECTRIC SECONDARY n'm � o/vn v ~~�. co* ~~~~~~� sOW~~~~�� Eow ~~~�~� cow~~~� EXISTING 0VYE3T TELEPHONE =~_ ---- -- ~�~~~~��pw-ro~~~~~�cc�-�o~~~�~�cnw''ro~~~�~�^ EXISTING 0WEST FIBER OPTIC ___ '- '''' `'``` ~~~�~~~svn-p�~~~~~�svn-px—eVm-p*— EXISTING VA|L RESORTS TELEPHONE I /I \ '/' ~~~~�~�cvn-ro~~~~~��vn-ro~~~~�~cvn-ro~�~~~�' EXISTING VA|L RESORTS FIBER OPTIC WALKWAY ,"~~ _ ~~~� cro ~~�~^� c�o ~�~�� sro ~~�~~~ cro ~�~� EXISTING JOINT 8WEST 8c VR F.O. 11 _ __ \ \ /F, 11� // OP EXISTING TELEPHONE PEDESTAL __����__ _ _ ___� _ _ ____' � ~~ ` 1. � __ ____ ~ .` / ~', ~~�~ crv ~�~~�� crv ~~~~~~~ crv ~~~�� crv ~�� EXISTING COMCAST CABLE TV ~� | J-4^ ' ~~~�~�crv-��~~~�~�cn+�r~~~~~�crv-�r~�~�~� EXISTING COWCAST JOINT F. O. /C0AX|AL ~' / ^= .-.,,`�. ." / `~ ' / l-VR E� -E� \ 1, u, ", \ 1�\ \ \ I. , , ,7 , , %\ ' TER�|NA 3 ��� N �~~~~� cr +ro~~~~~�cr+r»-~~-~~cr+Fn~~~~~~� EXISTING COWCA5T CATV FIBER OPTIC �` `� \ // � \ ! / ' �� EXISTING CATV PEDESTAL ~� ' ' / \ \ | POOL � / �� ^^ y \ � � ' ' ~~~�~~�'cow-A~�~~~~ESm-A~~~�~�com-^~�~~�~� EXISTING SNOWMAKING AIR LINE -_ __ ` ~` ~ C�W�P - \ \ \, / ~ / / ^^ �~�, ` `` ~~/~ \ RT ~ / \ \ \ } �~/ ~~�~~~�csu-w~~~�~~csu-*~�~~�^csw-n~~~�~~~~ EXISTING SNOWMAKING WATER LINE � � ~ ,, ` `- \ \ � ' /-~- ,~ ~ � ^ --- / \ ~�� ,,� ``` `\ \�� �K� `,` \� -\` \� \\ / /~~___ _,~y 'K�^� ���//��'' �,° U ~�~-~� cx~~�~~� cn~�~�� cw~�~�� cw~~~�~� EXISTING WATER LINE U -_ -_ _____. ~_ \ ` �`/1 EXISTING WATER VALVE � ` ;� ,.~ `~~` / \ ` s�s lI EXISTING FIRE HYDRANT / / __ � \ +�v �� ~^~~~- `` / ` LL ^° V�y� EXISTING WATER MANHOLE ~' `` | \ ~ OO97O� ^ ~��~~� P's ~�~~~~ cn~~~~�� cu ~~~~~~ cs ~�~�� EXISTING SEWER LINE ~,~_ �� . cmez�+ � -' `` _ _.� ` � ` ` ` /�� ~' ^^ "I | `` ` ` � \�/ EXISTING SEWER MANHOLE _ `` `��. `` ` ' . ` ~.'- �` `` ` ` - ~' TING �X|3 DELINEATED WETLAND ~ ~� ` ' \ - -�'-- ��' z | ~~ � `� \ \` `�,~ ` \ �� � , ~'^' N, �` \ ``� -'� ~�� \ \ \ ~~ ' ~ ~ '' ���� EXISTING TREES AND SIZES ~ `` \` `` ` _� -- - | �*oa '//\r ,_ � ~ ,/ ___ ' ( ��EST FIBER OPTIC (24 P�\ _I ----- �-~- ~--~ ---' --- --- �~� ``` ^`� (1) EMPTY V.R. CONDUIT - | -�~ -�~ � �� �� ~~ ` ` � __ _- OTES ~~� ~�� 1-1 \ / ~~ ` ~~ ^o� ~~ ~ ~~~~ ~~~. L/ ~~ ^ �� �/ '/ � *1. WATER SERVICE INFORMATION OBTAINED FROM ERWSD ON MARCH 1. 2804 IS IS ~~~ �~ �� AS -~�. ~~ NOTED WITH *1. ~~~_ -~~- ~ `~� ___'-_ �^ ~�~ -~ ~~ ~� , ~/ ' | 2. EXISTING UTILITIES SHOWN HEREON ARE BASED ON A COMBINATION OF SURVEY - I---- ~ ` --- ' ~~ '~- ' ' INFORMATION PROVIDED BY LAND CONSULTANTS, U�L|TYCO�P4NY�S-8U!LTS ~~.` «xmzz+ ~~ - ' ' ~�� `^ ` ~`-` ~�'^ -~� � ^� PRE-CONSTRUC�ON WEE�N�S WITH U�UTYCO�P�N}ES TRANSPONDER DEPTHS �� -`' �� - = �� � ^� , ,~~� `~�� '�````` �� -` �~ -~ ~ ~ AND/OR FIELD LOCATES/STUDIES NTH �HAVYCONSTRUC�0N SUB-CONTRACTORS AND - I N `11\ / '11 - _---- /I 'li '' <_�� I , �\|�vCZ::�\�=�\�:��\wos|;�\�x C:��//:w6z»�` :4/22/Z��x �t�6��9 �w. -���(v:�- /� � 0 -- �~`� ��� , I, ` I�'� ^ � � �` 1_ ' ` ' � `� ' ' .` ` ` I ` ` � - ' - - ,^ `�_ ' ' ^ � ^� ' _��." � y � . ~ , � ` 002 � � .1 I 1��. � I I '/ I I I I I � . , I � I � � \ | `���~-'- -1 I I � � i 'I,-, I I 11 I - q I , , -,��' -, I � ' ! �i ��`�� ��' ` ' '�' | VAIL RES ORTS Y� COMPANY AVON, COLORADO axcxrnzrornscmRD Denver, Colorado MASTERmANmF.R DESIGN ARCHrrhCr HART |HOWER,7(]N NEW YORK, NEW YORK STnncromx/.v,Noz*v,x Mounosumanvnz.mnuII-Mmm.nvc AVON, COLORADO MLPsxcINEERS c^zoR,voM^ AND maocnroS,CO. osNvsF,coU`nADo cnm.nwuuvoF.R ALPINE ENGINEERING, INC. soW^uDo uN'rEmoxuuuum uuFTmorscmo ncnrxuno PROJECT NUMBER: 2082.0 ISSUE REVISION DATE 001 SD 0123.04 002 DI)PD()G.1 04.12l4 003 [)I) PD0G.2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 98BMI/131D 02.15.05 T0VDEVIB\m 0425.05 EXISTIN _( PROJECT KEYPLAN �����3��������3� ���������]L�����`J PLAN NIM LL. = 014Z.1 INVI FILLU SEWER MANHOLE MH 2100 W EQW INV (N)= 8134.0' t E0 APPROXIMATE (UNABLE TO LOCATE) INV (S) = 8131.7' FIRE DEPT. INV (W) = 8135,3' _*mmoulm APPROX CATV PED #11. CONNECTION - ------ INV (NE) 8133.6' NOT FIELD LOCATED. TRAN APPROX CATV LINE. NOT 1-1200 PR :1 1 FIBER OPTIC CATV QWEST 1 72 P2 100 PR FIELD'LOCATED. EXISTING PRIMARY RUNS UNDER/THROUGH SEWER SERVICE BUILDING PER HOLY CROSS 03-09-04 INTO MANHOLE DRAINAGE INLET E46 (NOT FIELD LOCATED) RIM EL. = 8140.4' SEWER MANHOLE MH 1940 - -------------- ------- INV OUT 8138.0' rn FIRE DEPT. RIM 8151,8' CONNECTION 8" INV (N) 8142.2' 8" INV (S) 8142.1' ETV ETV ETV ETV ETV PED. #9 7ATV ---------------- Q RECORDS. NOT FIELD LOCATED 4 p V CEL ABANDONED 3 GAS PER X TV ........... ... E DRAINAGE INLET E45 ......... _ --------- RIM EL. 8140.0' EXISTING 12" DIP INV IN = 8137.1' T E41 INV OUT 8137.0' DRAINAGE INLE RIM EL. 8137.4' QB�'�V (N) 81,34.0' 6" PVC ROOF DRAINS 4" LINE, 'LiONURM MANHO� 10" DROP INV �N��8139.0' (CLOGGED) ROUTING NOT _,�,YETER SEWER MANHOLE MH 1960 LIONS PRIDE RIM 8147.4 WATER SERVICE *1 LANDMARK TOWER 8" INV (S) 8135.S;-.�S RIM 8140.3' DETERMINED WATER SERVICE *1 6" LINE, 3" METER FA CA WJPER). JOINT COAXIAL AND FO CATV --- - -- ------ POSSIBLE LINE PED 1, 2 4 ABANDONED 6" APPROX CATV PED #10. CATV PED. #1 $AN SERV. NOT FIELD LOCATED. DRAINAGE INLET E43 DRAINAGE INLET G BROK-E-N DRAINAGE INLET E22 RIM EL. 8136.8' RIM EL. 8139�4' RIM EL. 8139.2' INV IN 8134.7' INV IN 8136.2' INV OUT 8134,6' INV OUT 8136 1' INV IN (SE) 8134,7' /0, X I A L V MAIN TOP OF 12" WATER INV IN (N) = 8138.2' CORE/EA ROOF DRAIN 38.2 EV= 8 f;g INV OUT (W) 8135.5' (TO PED #1 !�YQ ROO DRAIN AIN 8135.9' EL F ROOF DRAIN 6" CAST IRON LOCATOR INDICATES CTV �SLWLH SERVICE DRAINAGE INLET E16 WATER SERVICE 6" PVC ROOF (U FIELD VERIFY/ OCATE �,N DRAIN 4" LINE, 2" METER ROOF DRAIN MAY GO THROUGH BUILDING F� 7 ELEV. 8137.8' DRAINAGE INLET E39 INV. OUT (S) 8135.5' RIM EL. 8134.5' INV OUT 8133.0' 'IMATE LIF7 HOUSE RAINAGE INLET El 4" DIP SEWER RI PT. CONDOMINIUMS YICE. APPRQq�y-,,,q. VAIL 21 V IN .5' TION 0 < 12" P.V.C. 7 IN y > OU '7' F.F. IR G�p DRAINAGE INLET E24 7, f DRAINAGE INLET E15 SPRINKLER RIM EL. 8135A' m ONTROL WA I tl`� �>t RIM EL 8138.0' INV IN (N) 8134.9' 'F- DRAINAGE INLET E2 > RIM EL. 8137.9' INV IN (NE)= 8132,3'- INV IN (E) 8131.0' INV OUT (S) 8134.8' MANHOLE INV IN (N) 8131.0' < 2� D INV OUT 8130.9' 5�S DAMAG INV IN (SE) 8133.8' CR A 7- G DAMAGE IN < V IN (NE) 8133.3' < INV IN i,w) = 8135.4'± DRAINAGE INLET E42 INV OUT 8133.2' RIM EL. 8135.8' FF DRAINAGE INLET E13 DRAINAGE INLET E7 RIM EL = 8138.4' RIM EL. 8138.0 IN (N) 8135.1' 4 PVC INV IN (NE)= 8133.9' NV 4" PVC INV IN (S)= 8133.9' > > INV OUT 8132.5' WATER SERVICE TO INV OUT 8136.0' NV IN (N) 8135.8' SUNBIRD PER \PPROXIMAT� FIRE DEPT. NV OUT ERWSD RECORDS. r\ (S) �l Q ECTION DRAINAGE INLET E23 ...... ........ CATV PED #8. SERVICE TO OLD STORM MANHOLE E3 r RIM EL. 8138.5' MAIN COAXIAL CATV LINE TO GONDOLA BLDG ONLY. s EG INV IN (NE)= 8134.0' RIM EL. 8140.1' CORE AREA. (TO PED #1) INV IN (N) = 8132.0' SUNBIRD LODGE INV IN (E) = 8134.1' SEWER N DIRECT BURY PER - `V ­ ­ *---== - ./, " - - INV IN (W) = 8132.0' INV OUT (W) = 8134.1' RIM 8 73S- 7 65R INV OUT (S) 8131.9' SEWER MANHOLE MH 2000 DRAINAGE INLET E21 (EA"NG) 8" INV +39 RIM = 8139.4' RIM EL. = 8139.5' 4" PVC SEWER MANHOLE MH 2020 12" INV (N) 8126.1' INV IN (E)= 8135.7' WATER SERVICE *1 AqE INLET'1�12 DRAINAG tNLf, EL RIM EL. 4 RIM 81139.8' 10" INV (S) 8124.4' INV IN (NE) 8136.6' DRAINAGE INLET E14 a 10" INV (NE) 8121.7' 8" INV (E) 8124.7' INV OUT INV OUT 1-1/4" METER 8134. ELEV. = 31,34 3 10" INV (S) 8121.8' PED 511? INV. OUT (E) = 8134.5' 100 PR 2-900 PR ;ATION ACCESS MANHOLE INV 7 8134.2'\- SHED I � INLET E19 > 6" LINE, 3" METER T �A: �UE g7 Q 8136 8' WATER SERVICE *1 s FLOOR DRAIN EQW EQV� H < < 1 (S) 8184.9 LIONSHEAD ARC4QI; RIM EL. 8132.7' g) 2' �Z SLWER MANHOLE MH 2040 F. F, < < APPROXIMATE RIM 8125.4' INV (N) 8119.5' 10 ""M P H L VR -P VR - PH FIRE DEPT. 200 PR SERVICE 10" INV (SE) 8119,4' ELEC. NOT FIELD 4 (IN CONDUIT) L LOCATED IN GARAGE DRAINAGE INLET E10 77" PPRCI....,..,- ABANDONED 3" GAS, PER XCEL I ? V.:) RIM EL. = 8127.2' FIRE DEPT. ,9' RECORDS. NOT FIELD LOCATED. INV OUT = 8124.9' ION MAY CONTINUE FURTHER SOUTH. 0 SEWER MANHOLE MH 2060 RIM = 8124.4' EXISTING GAS METER CRACKING NOT FIELD LOCATED 10" INV (NW) 8109,1' - �p 7 POOL >1 > DRAINAGE INLET E5 0 a 12" INV (S) 8108.7' I 4 5.40 RIM EL 8135.8' jMARY ELECTR IE P, - WER LINE LOCATION Uj IC LINE P INV IN (N) 8134.2' -P6 CATV FO ONLY, TO 0 TRANS 172 ATED 03-18-04 BY 8134.1' A SEWER AN AND 172-P7 D TAIN TV8. HUNG IN ;w +35,40 <, XY �x SEWER MANHOLE MH 0680 GARAGE W APPROXIMATE ' 6 P. V. C. , �__i DRAINAGE INLET E25 RIM ELEV 8124.7' -j RIM EL. 8130.4' FIRE DEPT, WATER SERVICE *1 INV IN ELEV 8116.3 6" LINE, 2-3" METERS INV IN (N) 8126.1' 12" P DROP INV ELEV = 8120.0' lt\l\/ INI hAA pi 7. 1' 2 Lu INV OUT ELEV 8116.1' 51 5.4' T R AN S 172 EXISTING A P P R X SN O"'N INV. IN (N) 8132.1' PROPERTY LINE S; ; i I ELEV. = 8135.4' LEGEND V A Ki STAIRS ABOVE INV. IN (E) = 8133.1' INV. OUT (W) = 8132.0' EXISTING EASEMENT WATER SE 6" LINE, 3" METER RVICE EXISTING BUILDING EXISTING 12"/'DIP EXISTING EDGE OF PAVEMENT >/ SEWER �M MH 2080 2 STREETLIGHT FED BY FUS�D RIM = lq.0' APPROX. 50' STREAM SETBACK SERVICE FROM TRANSFORMER, 12" 1" 8107.9' DRAINAGE INLET E9 (N 0 1 2'�IfN V (SI 8107.9' INV IN 8123.1' OMER 9 EXISTING CULVERT AND INLET RIM EL. 8126.3' SECOND LEVEL APPROX. 100 YEAR FLOODPLAIN OUTLINE OF BUILDING DRAINAG INLET Ell INV OUT 8122.8 809 0 EXISTING 10' CONTOUR RIM EL = 8123 5' f7 - Qw ,-QW 4 Sidi INV 1 (2-6" C.I. N11=8122.4' EXISTING 2' CONTOUR �0 4' INV UT 81 21. 5,5 Ec, Ers F(3 EXISTING GAS Ec 2" 0- FQ M EXISTING GAS METER PHONE $ EXISTING GAS SERVICE s E j 1, APPROXIMATE FIRE DEPT EXISTING ABANDONED GAS SERVICE 1 300 PR 5f E.E EE EE CE EXISTING ELECTRIC PRIMARY o l l � z - - - - - - - - -- L ---------- - - - - - - - - - - j ? F7 EXISTING ELECTRIC TRANSFORMER 5 , 1 n - FE7M EXISTING ELECTRIC METER F DRAINAGE INLE I WOOD DECK EXISTING ELECTRIC MANHOLE RIM EL. 8122.6' L f OLD INV IN (N) = 8118.1' EES E S E S E s EXISTING ELECTRIC SECONDARY 1 0 INV IN (W) 8117.6' VR T E/�L" 111D� .., I , f LI EAD CE FQ'N cQW E�QW EOW EXISTING OWEST TELEPHONE 4" INV IN (NE) 8119.0' - - 1". 6 �� SEWER MANHOLE MH 038 � ! BUILDING (EXISTING SO A 18" INV OUT 8118.1' RIM 81'2-5.9' US POOL W-P'0- _EQW-1`0- EQW-�o- EXISTING QWEST FIBER OPTIC 10" INV (N)_'�: F,F. 8 23.76 PH VR PH FR -- P H 10" INV (SE) �1_07 EXISTING VAIL RESORTS TELEPHONE F�F. 8123.70 APPROXIVATES 812-3.25 4V CL EXISTING VAIL RESORTS FIBER OPTIC -�O-�:V`R-FO- �VR­FO- E \/R APPROXIMATE BEND 0 t�'VERT i_70 8123.75 EXISTING JOINT QWEST & VR F.O. _70 co CONI 1 1, Y. 7g _A,�Y, I`JV�CE 1A 1 F `59 t C TO L4 E AJX AW FP] EXISTING TELEPHONE PEDESTAL 23.8 23. 7 n C QFr _L L ..... 6- ETV ETV ETIV ETV EXISTING COMCAST CABLE TV VR FIBER OPTIC IN BE NTS) T­ 'Pei 2 EXISTING COMCAST JOINT F.O./COAXIAL E IV-jT ETV-- s PTV-jT �EWER MANHOLE `6. 3 EXISTING TUNNEL 78 M 390 L H 0 ETV-1 ETV- FO UV M 126.9' 6 :t EXISTING COMCAST CATV FIBER OPTIC L\ 10" INV (NW) 8106.8' AFPROXIMAT 18" CMP "Y" RBING 1? eL ------------ IH 10" INV (S) 8106.8' m EXISTING CATV PEDESTAL - ---------- f3RAIN RIM EL. 81 E LOCATION 45* 'B 25.9' ESM EXISTING SNOWMAKING AIR LINE FH CAMERA AND TRkNSDUCER INV OL T 8122.8' 00 L RIM 8 _ESV1-W-ESM.- W-E_'sm­w- EXISTING SNOWMAKING WATER LINE SEWER AND DRAIN NE A 17 EW- EW- EW- EW EXISTING WATER LINE PRIMARY ELECTRIC LI PRIMARY ELECTRIC LINE 4 PR ABAPBrONED GAS �J<E 00 EXISTING FIRE HYDRANT p p EXISTING WATER VALVE QWEST Y \) I' s HOLE uj FS Es Es Es EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE LIONSOUARE XIS LODGE UP P u E TING DELINEATED WETLAND (TYPI L� ...... 2;.5+ EXISTING TREES AND SIZES APPROXIMATE All DIRECTION OF CULVERT 424 + GENERAL NOTES 600 PR *1. WATER SERVICE INFORMATION OBTAINED FROM ERWSD ON MARCH 1, 2004 IS IS DB GRAPHIC SCALE NOTED WITTI *1. D CURBING 25 23: ANS SEWER MANHOLE MH 20 3t 0 10 20 40 80 2. EXISTING UTILITIES SHOWN HEREON ARE BASED ON A COMBINATION OF SURVEY 1 2-P4 RIM ELEV L ET, V 7f -BU SERVICE ELECTRIC LINE -CONSTRUCTION MEETINGS WITH UTILITY COMPANIES, TRANSPONDER DEPTHS INFORMA11ON PROVIDED BY PEAK LAND CONSULTANTS, UTILITY COMPANY AS ILTS, CHA% g WATER SERVICE *1 INV 8102.9' PRE _V--WT AND/OR FIELD LOCATES/STUDIES WITH SHAW CONSTRUCTION, SUB-CONTRACTORS AND CA4P IN (SE) 8102.8' 3" LINE, 3" 26 IN FEE UTIUTY COMPANIES. 2 3. TOPOGRAPHIC INFORMATION HAS BEEN PROVIDED BY PEAK LAND CONSULTANTS. 1 inch 0 ft. k m 4. ALL EXISTING SEWER PIPE IS VITREOUS CLAY UNLESS OTHERWISE NOTED. 1-4," CONDUI) W/ 100 PR + OWFz;T At VA - :�l '-N �4 `V, OWNER/DEVELOPFR VAIL RESORTS DEVELOPMENT COMPANY AVON, COI.ORADO ARCHn'ECT OF RECORD Denver, Colorado MASTFR PI-ANNER DESIGN ARCHUECT HART I HOWERTON I NEW YORY , NEW YOM STRUCTURAL FNGINF.F.R MONROE & NF.WP.L1, P.NGrNER.RS, fNC AVON, COLORADO INM P EN G IN EX RS CATOR, RUMA ANT) ASSOCIA CO. DENVU, COLORADO CIVILE. GINF.E.R ALPINE U.NGINEMNIG, INC. EDWARDS, COLORADO INTERIOR DESIGN SI1FFR DF-SIGNS F-DWARDS, COTOPADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SID 01.23.04 002 DID PROG. 1 04.12.04 003 DID PROG. 2 05.21.04 004 PRICING PKG. 06,21.04 005 CID PROG. 1 01.14.05 006 PERNH/BID 02.15.05 TOV REVIEW 04.25.05 L C B FROJ ua N _(I� PROJECT KEYPIAN C 2B EXISTING CONDITIONS PIAN I - - - - i I � - -e 1 1 \ - � I \ \ \ I ----- I I APPROX CATV LINE. NOT i�_ - _____1 ?, 1 � I " 1. FIELD LOCATED. /-__ _ -1 ` ,� ", - : �- Y " .! I . 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I I 11 - 11 I � I 11-1- I I I OWN F.R/Dr-,VRLOPRR VAIL RESORTS COMPANY AVON, COI,ORADO ARCHI'I'E(:r OF RECORD 2 0 , Denver, Colorado MASIER PLANNER & DESIGN ARCIUMCF HART I HOWERTON NF,W YORK, NEW YORK S'I'Rtj(.'.*rU RAI, ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. 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Concert Hall Plaza (West) St Lts 1 172 P4 10331 Lion Square Lodge Special Events Lionsheod (Meter #77441) Lion Square Lodge Lion Sq N 307/308/309 (Meter #81 257) 172 P5A 16231LA Eagle Bahn Gondola Terminal 172 P6 7651 Lionshead Gondola Building 172 P7 1401 7 Lionshead Gondola Equip(Oid) 172 P8 10093 Lift House Condominiums 0555 Lonshead Moll #17 (Meter #70705) Lionshead Moll Lts/ Xmas (Meter #90142) LIONS PRIDE E End Landmark St Lts (Meter #91746) 1160 P4 2524 Lazier Lionshead Arcade W End Sunbird St Lts (Meter #91747) - - -j I � .1.1 , mi ! - I I � '. " -1- � I.;, - , I �� I I 1. I *� - I-, VAIL 21 \ =­­­­---­­ ----- ------- 1-1 -1 . . -� ­­, - V) i: r-� ­r ,­­-­­.,­- " , - * 00� ` ''� 1, -, ­1 - - -, EXISTING BUNKER STRUCTURE TO BE : 1; -- - - - 1-1;­ -i- -i * 1W I - : ­ , I .; ­ .. . C, ;�; I i I I ! I '11�* I I 9 I , /' REMOVED/DEMO'D. EXISTING ELECTRIC !i l, I \ �! ;�!; [ - � -- ,j LINES IN THE BUNKER ARE TO BE * "- - -1 1 E �� - I I i i;;;; . 1 ,,,. a'Lewl'-T-Vol . 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VAIL RESORTS COMPANY AVON, COLORADO ARCHr1T-.C`r OF RECORD 2 0 Denver, Colorado MASTER PLANNER & DESIGN ARCHrrECT HART I HOWERTON NEW YORY, NEW YORK STRUCTURAL ENGINEER MONROE & NEWF.T.1, FINGTNTlERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUIMA AND ASSOCTA`rF.S, CO. DEMlEp, COLopuDO CML FNGTNE.ri.R ALPINE ENGINEI-.!RING, INC. EDWARDS, COLORADO RWERIORDESIGN SLIFER DESIGNS EDWARDS, COT DRADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE I 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DID PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 5 . 01.14.05 006 PERMI/BID 02.15.05 TOV REVIEW 04.25.05 C D --..- - - B C I FRu N _( PROJECT KEYPIAN I- - C 7B PROPOSED QWEST & VAIL RESORTS PHONE PLAN __ __ � � I , , , \�� ". It �_ A X ­ 1 , , SEWER MANHOLE MH 1940 * $ � .1 , � ", - , - , - , I , --, ----- - --------------------- !_ , - ­_,-��,,'.� � �� ��! `,,� I 16 I - �__.,_11. 1_1_1 �_ ___.. ­_... 1� ­­­11. .­­­ --- ­­ � I..�-11,�l---,��, ­ --- I-.- I � . _ � I t� RIM = 8151.8' \ ,� /Z� FIRE ­-­__­11__ - I -_ --', , I ' l- t , /: I � - � � �_�__7=11_'1111s_�, - .., � I 1- "" ___ I / ,�, I , �, - I . 8" INV (N) = 8142 I .., I I 1�rl - '' � CONt\ , _. - - � 11 ",�' 1�� 11 .. 1 I _ ,` \ "'11 I . � ­ , I / "., t , �,�.� ­ I � ­�,__ ,�,;. ., �*, . I , � I ,�� I I I � I ­ :. - 1�lt � ,: I I.." '1� , - -"�" m - -1, " , I 1. - 'e��..­ � ­�, L� - * I . _1­­.___­­ .. ... .. ..... I I-— - ­ __­­1__.1 I—- - ­­ ._1 ,�� 8" INV (S) = 8142.1' � �,�. ,� 11 iF � � — �� — :�, t — ,* " — ,�- — ­-� .­ , -,_;� 4� �- .., — t � — �� t " — -,,� — ,.- -,- — , 7 � --­,�,- , I I ?11 � � z) 1� I .1 I -;� � --,. 1�1 - , I . -_ I I �, "', I . 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I ___ - �, I I ,�,"' I " I _�,i ,� .�, 1 . I 11 ­ 11 — — , I I - , , � ��, ------------- ZE � :_ _\ I I � � � �, ,; 11 ,< , , I I . , � � � ,� �or I I _� �, , � , �� �. I � . 1. ­ I " _1 -I I ' EXISTING 12" DIP I � � ,� 'j, � -, EX. INV IN N= 8134.0 1 ,\' I , �) 1-F I I &��, - ,. _'� , I , I tt e,��, -� �, , 11 to� ­<- , , ­� ,;; � � : l< 1­ V � t , I � ,:� �":�, "? 4 i , ": �,,�_, I , , T � � j ; � , I �1� , �1 1 - , -IiJ, � I-, i EX INV IN N (DROP)=8139.0 I _:� I I ! I `"�_ - ... I , t � ._ ,� ,�, 1, , .� I . i . . ". - . f t�l i <�­ . . . I- I 1, . , "m� i7, _�.t 11 t EX INV OUT = 8133.8 LIONS PRIDE .., I - ' . '1K , i `_� �:�_ " ,;, . ww_�� , , � , '' , "'�­ � -.1 Lo / ­111 � - ­,,��. I �1 I �;, , ___� SEWER MANHOLE MH 1960 . � _'� � " , ,� _. I - I , - � . RIM = 81 47.4 - � - w I J : I I PROPOSED INV OUT=8133.80 � GRAPHIC SCALE � : I . . 1'* ! - ___.- I - .1 � ,�� _1� "I " " I " -) � - ^,*N_ - ' ' - _�' A - . r � "' I '' ' ": 4 -- � ­ 4 ; I WATER SERVICE *1 I LZ F , tL— ­ - I �_ SEW --0-_.u v 1 = I I � ��_� I 1 ______v_ , I .",),/ �, i T ImArg-IX -_ 11 . , , � I , � I I 11 /') 1 21, "I 0 10 20 40 8( 1 . S ,1(6+�86.5 1 0" DROP IN (*��8139.0' 1 � � END PR I . 1'� I _,;�; I I I " 1 5 - — - - - - - — - - I , /' A _ I I I I 0 _ I � . - _�_ -_ - -_ ______ 1 -4- � -1 '���, - , I I ( ) 8134.0' � , MAINTAIN EXISTING SEWER FLOW DURINGI / 4" LINE, 3" METER __ t �e_ " , I � �, , '. ' ) I I , z - . / " i RIM 8" INV (S) = 81S9.8:-, F� ,_ ­ �`­ I �. — ST U 1i w 0 �, WATER SERVICE , /_ / � � ..,,( 1 ,, I 1 , � I MNSTALLATION OF PROPOSED SEWER 0 1! 6" LINE, 3" ME � / , 1 INV IN = 8129.29 1 1 1 �_" 1, .- I " IIIIIIIIIIIIIIIIIIIIIIIIII I m I it t_1 , . I I / . �,' �; � " A - - — - - — - - — - - — � !,� — - - , - - - -, ­z!;i ­mn� I I " I 11, ,��:�il !_­ I .. .... , -v [f .1 ­1­1 SSIBLE I i- �, 1 SEW ( IN FEET ) - "" 'F'----'_`, I\ � 1 / INV OUT = 8129.09 PO j7� �-, It . iI­ �A T zm-t A�1'1 ".1 I :� .... . .. - I , _ k1t, I I ABANDONED 6" "! " " ,� " S 9+38.29. 1� I ­ � ... ­­, it ...... I . , , , �___, / - - 7 ­ � L __ I , 4 `�­;f'�3 *# it) -­ I IF-7 H(')H.qF: I inch = 20 ft. ,1 � I - - I SAN. SERV 1, m V� ;L - w - :, �., �, - I � . 1� I � / BEGIN PROFII E 3 , � W - - L'I � � -,--, � �j -, ____ — ;:�t: - RIM = - __ --- " .- -- - - " _1i �_,,77 -716— -- 1_�N_ � I . - I � I I I I I ? / _ , _ i7 �� �— � � t� 0 _,-,,�,�--�_�- 11 111 INV IN = 8133.62 5'.. �� ,,t - ,� I .1 - - --- 11 , -1 . -1 ­--l- ­ '­1_._. PROPOSED F I e I I CONDOMINIUMS . 4� 1 1 I,- � .1 - ASSEMBLY I/GV " - - I 11 I I", I PRQROSED FH/dV INV OUT = 8133.42 __ : " I. I t:_-,- -,-_-""-� --,-', �-'- _,-�` ­� ,11 _­ 11 �� --' 4ASEMBCY,,, �;�.:ir I /"' - .", I I - X '�- , ,­­_,­-,­� I I I , ,,� ) � I 11 '-,*- I I / ;R -,�� 1" I IN Pr*r%-IM PIPnP11 P A � V . �, ­�� 1­16�­­ _ Q@�� nt� I 't', ,� "��_-_, _�13 1 �1. , -_ * ' _'_�,­"_____..',_ __', , �, ,,__ 1:�', - -, �", _. , "! , , :, � R ___,_ - - ", I,--- - , ',��__ - - _ .- "':: - 1 40? * : / - ", --_,, I I I — I I ll,,,� "I I - S ...................... 14 ,�, ,C: � , ,,, - �� ......... ............ ::::: ... ,� t'' * - — - - - , � �,i7'4 - "� �711� y - , 1�1 . PROPOSED LIFTHOUSE SANITARY �, I 11 " "I . 1.1-1 I'? * . � ­ �,?,., "'" " _____1 . . ­ - - -1 " TION W/CLEAN-OUT. . 1 %1_�. 'V SERVICE RELOCA . " , _____1 w - - I ..... I 11111" ,'A= %JAI IVV ­il 1 AI i '-,,, _1�1111 ,0, I R * PROFILE 5 1 INSIALL to TELOMINE W/ ERWSID I ,` 'PROPOSED LIFTHOUSE WATER SERVICE _Ea_ ��",�' " � _� — � - - I.­­ z to * i ____ � .... 0�) . i ",j LL 2 0 i :-il . I I �� ,4 :� /­1 I '.' APPROVED COUPLER. I -...r - 1, , �' L i RELOCATION. 8 R.J. DIP W/ 8' G.V. EXISTING SERVICE BACK TO �UjLDINH 7 ____­­, E: PROFILE FOR VER11CAL I t ­� ROXIMATE I I ,-- 1­1 - 1�_ � GATE VALVE D 8" S RVICE LINE V*1 REPLACE EXISTING LINE BACK TO I -_ - — _ I -1. - , I I - - �, . ,- 1. - - "" 7_7 - - ENDS IN ;HIS . �_ ,!� I I . DEPT. 1. . I., 4 1 - I F R.ACF, RINK WATER SERVICE. I to -*, V BUILDING. INSTALL REDUCER AT 4" DIP SEWER I � � I P'�V pp, __ .- 1 - .1.­­ '­­_ I ,�. � _ P T ", — �� �' V — P — F — PT' — L'-, , ) _ — - .. -rr� ; I NECTION r_ - pil p;I — p .1, pi I at __ ­­­_­ � \ CONNECTION POINT TO EXISTING SERVICE. SERVICE. APPROX � ", , 4 � MI � � m i 'i ____1 . - \ � _/ I VAIL 21 __ ­ --- -_ �_, 0 1 ..., i I I - ___ -"?, __ ­­1 _1wmmx_._T� ,;_ �, -��INE %�\ - INWALL AIR/VACUUM RELEASE _�., ��­ M. ; F ___ — ,_­__ I ­ , �_ '___ == : I I s Ps — , ' s .�,_ — Ps— �� � - - - - I - - .__­­_._.­_­__._ � � I ,� ­77 �, G VALVE AND VAULT OVER HIG F _ ..- _______...___ ; � ­y­ / < It= � INV=19.13 1� t- 7�u 1 �, 'D � �: _ , It-- .: Pw ... �11 ­ 1­1 4 I Pw— P�__717721 ��,, I I POINT IN PROPOSED WATER E � i N I 't - i it 11 �; .- I . . ;T I Mw " � �, . � ­ 6 I : I I --- I ; I __ik�= .... !: � 'u ; I i -1 t t .. 1 tit ­ -- , �Nl, i m t , ! t go - iiin BERNE --", 1 14 � ; : I �L . . " � : i I'VE" � I I : : . PS9 — Pss 1-1 1_�, _r'. _­ 1_--w-�--.-_--,­­_,-_ I �,< / * �� :. I.: i i .:,-, -_ � . ­­. I I � ; 1 - --i -,�, -- ----- �, I q t " I I * ;! I : I i; ___ - Ji", ,_� r� ,, �� I �> 11�p ! 11 _� � — ", I . - - - , �, , — = Llllif�llyzl( —1, 1. ­mrmmae�� III", 4t-I .0;�el 11 ", 'I I 11 " ­ I I I WATER S i I ; PROPOSED GRADING r � — ESS E Ess-__ 1 % , � I I I 1 I � I ", "-.-, 1_� I- ,-`,.,��',,,�,�":,` 'T .� ,1 - 3 ESS — ESS ESS ESii OES& I / 2� I I : I iM , — V " �,, " ", , " " � , ,,, r, 971=0 ' - --hd-2Zn�,' ­V, ,/ - *# I SHOWN FOR INFORMATION , � . " , � I I 1�� ­­­ I ­ " s ill H - PURPOSES ONLY " < - __[PROPO I , " " .1 �� �1 , 2-1-- & -r- _Iiiii� � ­ .i * i I I i !�� i 1; i i it r m __1 ,� — ''I ,� 3, 11 i . i � - z I - - �', A I "" L-1 �, I �/ I �­'_"­ �, , _11 , "': "I " . "I BEND, : 'A L I .1 ­ 1% � T / �, i PR 10 - ____u I----- A- � p 1 V - I I RE: LIONSPRIDE " * . ;�ili;lji , IV'' ilif — _.�4i._-�L , 1 . I ,­,V I " , " -- SEWER SERVICE ' I . 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I / , / �'. ��_ 11 \ <�, / "'� , /�"' f /�� / 11 I 11, ,,- ,11/ I " "e , , / . INV IN = 8113.00 X �, \ \ " " - 1- " � , ,// " "t ,,. ""'ol" ,,�,� . ----- EXISTING EDGE OF PAVEMENT I I . .� ,., - .,1 /_ " " 11 "_",;�' " 1:"­­ �, ,� I ,- � ,� " V) lo!" I" 11 �, � � � I " I �, ,ti� I _--­-_�. - I END SEWER ,\\,A" \ I / ,;� .;, " 11 I MAIN I \ I �, ,/ / /. I I � " ,,_ I 1 , ,,,, "' ,, 11 .� ,,t', , �/ ,,�' 14 u J�1_1 __ V INV IN=8113.00 i_ I -* � I/ / , _� � ,z L , , ', I ' t, 1j - L, / � �11 " : , I " 11� " I I APPROX. 50' STREAM SETBACK - . '1 � " i t/ I - I -! , , - - �1. " , FLOWFILL BEDDING, F, " - -) i _' - " �, _/ ,,, � 1, ,-", -" ,�, �1. / " "A " I I 1 � 1 INV IN = 8112.98 _ V,4, J­ i I GIN OSED 8" R LIONSQUARE . '�', ,- , , - , "" , ,�­ ", " ' -1 F�11111 ,,, I FCO I � I'­ ],WATER SERVICE LINE. ' ,/. " " " 1� � , lit� / — - - — I � . , 0/ " , I I �,:��." , I .. " I ,,,,� STA 4+07 �1 /1� ,� ­-# f -\ ­,� \ " ,�, �,;"­",�` ", , �, ,�` ,,, �,.,, I t i , " " APPROX. 100 YEAR FLOODPLAIN V OUT = 8112.80 . 1 I .1 . I I , '? ­� ,L"� , " ,�, ,� " " I" � 1 1 .,� , - , - , � it I tt� I -i- F' '0 0 I I � ' I - -, , ,,,,, , " ,�� :1 __ .�'; � �/ ", , - - " ,,,,,, �,,,, " , �' , I I , I - 1 1 1 " I " r5� 11-? - I , m , , TA �P it o ADD I \ , tqT I � 1 � 1 � 1, _ 11 " "I , t, I � 1 I _ "', " .�, I It" " I' ll "I " �.� ,,, , 01 /.. it , " , , � ,� , I ILIONSHEAD CENTRE mwNN EXISTING CULVERT AND INLET , :; 1� 1-1 �, ,�, I - " "I" -, �, , e I �,,-, /,;,�' /,-"-*', I" - -, ,,, "'., " - , WATER SERVICE I SER / 11 �' I , 6/ "/,*; 1 � ,11 I _E MH 0380 1 ./ / / ", " "" ", , ,,"�,�,,,, , , 1, � ',� � ,'j t - ,,, I,- , " " "', ,,.�, ", 'i" , � "/!, , / D I'll, . . / , , I // !�,,- ,,� - 1 9' 1 " I " I - 1 � " �` 11 - I/' ,,- , I I )" '/ /, �,` , I 11 " "I -- P090 — EXISTING 10' CONTOUR � �,_ 11 I 1 , I ` - -, ­` ", /. L , , I , �" ,,, ,'� ,t" ,, "/�,'17 I L - , � _/ ll ,, " L 1, , � I'll 1 V ( ' I /` Z "', ,/' ,,' ,,, ,,I' / , ,�, ", � " Il ,,' ��,' �, - - - 01 N)'t­8107.4' I , ,],,,,- ,� "", � " ", , ", " _', ,/ � , �,-, I , " ,," ", ,,, .,! ,,, , �, , - ',j . ­. � NID E ' �7� � L > _KX .. 1 1 " " , �, '. ,� 1 . - _54,ZY'�F,4'2- 1) .1 --,-'--L��-�-.---.��-----,�--.�,-,-"-''-��--"--------�--_."-. .-_-.- EXISTING 2' CONTOUR , _ , � 7�_,� ��, - . - ,,, / /' ,,, -�,` - - ,." " I ­_ "I I- --. I ��, -4 1 0" INV (SE) " = 8107 3' .- � , , ,� ­rSERV,-'t)i'1-.-13. - 0 (n P) I _;1 __ -'- _1 I � I ,,, " / , /t ,- - �,, ,�It, ", e` ,,, �- / 1� I � I x (A H ARE .. RE-BURY .-,:- \ _­ ,,, , I 'll , . , ". �, - I t, I " co I " , , g I � I I I - _� ', . `,_ I �, -/�-,, ,�, ,,,, m — EG — E G — F0 — EG — EXISTING GAS F SHO ING WALL. - i I, Z '­ J` . 1/1 �vT,\. ,,I / I , 1� L X/ ,-, - ,�, _­ -` 11 "Ill ,4111 , ,/ , I �1 //,t, " , I ,t,' ,,,,, , " ,,�, - - - - _, 41 ��', I !1 1 I I \ � , /- - , "', �` ,`/ , " �, 't " ,�4 "', "t , A I �, I ! "I ��, ,1 �, ,­,�,, ",/', I I ,� " I ___' I I I I 11 - ,�' /` ,,, - , ; ! " , I /' t ,� - - 1, � w 1 1 y ; / �_­_­ // , I . ! ,- te ,,�� - �_ - �: __ " ��­ , i, It I I \ FG M, EXISTING GAS METER ­_ , , , 4,1 _� - , ,",t, ,," , ,,,,,, " - i� ",I, �, , ",` 11 ­ .1� , F , I- I i , � ; � E�`, , �, I _ , L 111i­­ " , , � . \ __ I ,1 " , _"'1�11, " - - 1, ,/ , �, l e � ,,, ,,,, 1 44 �,11 � Ll�? - - " ,,�; _,_- . L I - ________�__ - I . ,�­ 11 I lil 1 , I I 11 � ,�g � I - - , ,t"; 41, " 6 0 -11 — �' SE :! - , � 11� : ; EXISTING GAS SERVICE I " I ,�, "I , 'I- , I i ! I "" , LIJ __1 . I --- / � � / / : I 1 7 � " �1 ', / '----"--L�"---,84_���___----.�-..-----I 1 � ", \ �� "I / i i . 1 , 1 V "I ,� , ,,"� ,,,, / ST 3+41.55 � \ : 11 I I I I X , Z: ; ,�', �, - , __ --- I \ I � . ,__�­�.��,��', ',I 8107-73 1 1 "I : �t It ,'/ _��, `11 ��7 1� I I ) -1 - 1 I rn � I \ I t � I d ) ­ - _�� E , PROPOSED 8" SANITAKT !tT% — p I& -C, '�_11,1 � " 1 40 � ________..__ -.- _E — U — EF — FF — EXISTING ELECTRIC PRIMARY IW--[N 8112.51 .*. �5ANI �AHY q� �� , " ______ � , 1 �� , Ir L� 8"X1 2" Ili i "' _ _', 1�� � k �1� /N I" '� 1 - 1 1 �; I" — — EXISTING ABANDONED GAS SERVICE RIM = E \ � , , �, _��,In �,//./ — - �, \ I t 4.0 LF 8" AN SERV 0 t \ _.-- SE I - ­.� - _� / 6EWER MANHOLE MH 0390 Il *u " � SEWER SERVICE FORCE MAIN � MINE REDU( -17) \ .... . 1`47� - ___y -tN OUT = 8112.31 \ t / �i V�� 3OVE . 11 ­ . % , I-- p t, I RIM = 8126.9' \ rmli INVERT AT WALL = 8110.0 \ BO 1! t �,\ I OLZMEL- EXISTING ELECTRIC TRANSFORMER Y % / M H. \ ( �; \_ - , --I;k. --- I ­ 11 ___,Z� �,�,_ 'A �� - '---- _b Ili I N _�­111r__ �� I ,�, � / 10 INV (NW) = 8106.8' a \\ 4 . .\\ . . - __ - ­ \ z 1, t ---- --- �, - - - - 1 ­_� z 1 ___� \ \ I / L'� - . �1 / 10" INV (S) = 8106.8' l'i � " % . - - - =L Pss \ ��=_ FE M EXISTING ELECTRIC METER �­" � 'a L Pss __pss� -\- — - - , 1, 1, i-I .1 � �� " 1 , : :�, k I E _ 1, i __W�OIR / � l I PROP( Pss - i --- _�, -I *- E: SHEET 'SECTI - � - - , --�,- ,�,v � \\� / I � I �_� EXISTING ELECTRIC MANHOLE �,� _� / :_1 N i I i ! Ill 1— ­_ E,VR- OPOSED UTILITI � "a \ � I \ _,_ , �-�,,\� k EWE i I 1wrr — H I - EXISTING ELECTRIC SECONDARY . . 1 . - I . ­ -- AT WA = 8108 1 SAN SEI I .- ______N5 ; 7 , ��, I ­_�, - I 1 - ,/­ A, I !I �� *V / ,/ , ", - 't.--, I l I PROPOS H 1� '11�, � INV=8107.39 . \ 98.3 F 8" SAN - ?"1 - - ,� , , 'i, 1, �, I i - I f ig . \ SERV 1.0 __ - - 7 — G Q T PHONE - ,/", I ED TOV U11UTY -TR �,N _ �/ 1. 1.11 ,_�� !I I � a. INSTALL 6"X8" /0 D 8 ____REDU L , , 1 PROPOS ,X6 _ CO , ,/ / , ? ')< 11 AND VAULT (NOT IN ( m C 0 - -,/-"�',�,,�,�",�/:. . - - i -I I YELOMINE REDUCER ____e��_ ___ __ __ .04 - I i i �_�,, PVR-p _� '\\ _E0W--F0—EQW--F0—EQW--F0— EXISTING QWEST FIBER OPTIC <J�� - I . ... I _-- _ _. � _ _.. , � z ABOVE WYE - __ , � \ -,, � I ; I ___ - " INV=8106.40 W � 01 " � ,,,,,, 1 I. 1 ------- ­­ t� `t, ", �, �,�­­_" / __.____.p- ____ t , I Q_ .- . i I . ,---- t . 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I ,�,_ , _� 1 1 ,�, 1 I .1 "' � 11 V " �tl , - OF WATER XRVICE. :"-",�":,`, , " " ,,, ,,',',, , , I __ """ N � I t"_ "I , 1� , - 1��_ � , / "I !1� \ I ...;; _,tt' �;� -e- � - z � �� F SM -- W—ESm--W— EXISTING SNOWMAKING WATER LINE / � z MH 048 - �:: ,� � 1, 4� �_ I ,� - � 1 .11 / I " . � \ ,* I I : ". / �, 1 \ ; 1�'T,l 1 , ,,, ,,, ,, , , t ( I . - , ' I I I , , 1, K - I , ��'. _� , � l k� — _W — E w — E w — EW — EXISTING WATER LINE I I � �, I 1 � , , - . "" t �, ,�, I I , � I % Im / - , . , ,;,�, /­/ I , I/ "'; ,�, `� I "; , _�', ,�','�,�', - -,� " ."': """ � ! , ��;,/_ " ,� � , "� -,, I 1; "" I -,,��-,, ' � /; .. " " t. , - , \" L " , ,,,", V, ,� - �,� I �, _ � ,/ , �, <, \ - , I !Q " 1111111 - 8111.� // � �. ,� , - \ : I ",,, , _ </ - " - I _N . _ - �j �, �, ,"x, ,,�",/"��., �� ,�<x" _, , _ - _" 1111 1 , _ :11 1 1 1 \ _0 I 10" I I I , , ", , �, ­11 I'll "I � \ 1 1 q n ) _j ,- %� I I I �� I 1� . 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R WIE-RIOR DESIGN SLIFER Dr- EDWARDS, COLORADO I PROJECT NUMTBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERNII/BID 02.15.05 TOV REVIEW 04.25.05 C D ___ - - B Pk0jVX N I , ", PROJECT KEYPIAN C 8B PROPOSED WATER AND SEWER PLAN I I I - 1 11 I _. ,� - !Ei� 8 83.09 1 I �,� �___ ­ 1� I ,� , - ­ 11 AN S IT THIS TWO PROPOSED (1-4", 1-6") YELOMINE LIFTHOUSE SANITARY - �� � I 1. RIM TOP 01� 12" W � 1� 0 , POINT TO BA ED SERVICE RELOCATIONS W/CLEAN-OUTS. INSTALL exr AND - - - - - - PROVIDE INSULATION ANT I \ 1, I I \ ELEV= 8131.9'-8131.4' V IN ( IN)= 8132.08 11 � FOLLOWING I STk OF 6*X8* YELOMINE REDUCERS AND ERWSD APPROVED COUPLERS. REPLACE EXII NG SERVICE� 8§� ]�#IILDING. 1, THE NEW TT LINE FOR ENTIRE LENGTH 1, I" \ � 1, ", I \ " INV IN -8 SERVI S)=8132.08 , a �� 11. i�,� _, . _,,",__ - ,� " ��:t I SEWER SERVICE - - - - " / I - 6 I < ! I , 'I, � . 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I 11111" ,'A= %JAI IVV ­il 1 AI i '-,,, _1�1111 ,0, I R * PROFILE 5 1 INSIALL to TELOMINE W/ ERWSID I ,` 'PROPOSED LIFTHOUSE WATER SERVICE _Ea_ ��",�' " � _� — � - - I.­­ z to * i ____ � .... 0�) . i ",j LL 2 0 i :-il . I I �� ,4 :� /­1 I '.' APPROVED COUPLER. I -...r - 1, , �' L i RELOCATION. 8 R.J. DIP W/ 8' G.V. EXISTING SERVICE BACK TO �UjLDINH 7 ____­­, E: PROFILE FOR VER11CAL I t ­� ROXIMATE I I ,-- 1­1 - 1�_ � GATE VALVE D 8" S RVICE LINE V*1 REPLACE EXISTING LINE BACK TO I -_ - — _ I -1. - , I I - - �, . ,- 1. - - "" 7_7 - - ENDS IN ;HIS . �_ ,!� I I . DEPT. 1. . I., 4 1 - I F R.ACF, RINK WATER SERVICE. I to -*, V BUILDING. INSTALL REDUCER AT 4" DIP SEWER I � � I P'�V pp, __ .- 1 - .1.­­ '­­_ I ,�. � _ P T ", — �� �' V — P — F — PT' — L'-, , ) _ — - .. -rr� ; I NECTION r_ - pil p;I — p .1, pi I at __ ­­­_­ � \ CONNECTION POINT TO EXISTING SERVICE. SERVICE. 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I / , / �'. ��_ 11 \ <�, / "'� , /�"' f /�� / 11 I 11, ,,- ,11/ I " "e , , / . INV IN = 8113.00 X �, \ \ " " - 1- " � , ,// " "t ,,. ""'ol" ,,�,� . ----- EXISTING EDGE OF PAVEMENT I I . .� ,., - .,1 /_ " " 11 "_",;�' " 1:"­­ �, ,� I ,- � ,� " V) lo!" I" 11 �, � � � I " I �, ,ti� I _--­-_�. - I END SEWER ,\\,A" \ I / ,;� .;, " 11 I MAIN I \ I �, ,/ / /. I I � " ,,_ I 1 , ,,,, "' ,, 11 .� ,,t', , �/ ,,�' 14 u J�1_1 __ V INV IN=8113.00 i_ I -* � I/ / , _� � ,z L , , ', I ' t, 1j - L, / � �11 " : , I " 11� " I I APPROX. 50' STREAM SETBACK - . '1 � " i t/ I - I -! , , - - �1. " , FLOWFILL BEDDING, F, " - -) i _' - " �, _/ ,,, � 1, ,-", -" ,�, �1. / " "A " I I 1 � 1 INV IN = 8112.98 _ V,4, J­ i I GIN OSED 8" R LIONSQUARE . '�', ,- , , - , "" , ,�­ ", " ' -1 F�11111 ,,, I FCO I � I'­ ],WATER SERVICE LINE. ' ,/. " " " 1� � , lit� / — - - — I � . , 0/ " , I I �,:��." , I .. " I ,,,,� STA 4+07 �1 /1� ,� ­-# f -\ ­,� \ " ,�, �,;"­",�` ", , �, ,�` ,,, �,.,, I t i , " " APPROX. 100 YEAR FLOODPLAIN V OUT = 8112.80 . 1 I .1 . I I , '? ­� ,L"� , " ,�, ,� " " I" � 1 1 .,� , - , - , � it I tt� I -i- F' '0 0 I I � ' I - -, , ,,,,, , " ,�� :1 __ .�'; � �/ ", , - - " ,,,,,, �,,,, " , �' , I I , I - 1 1 1 " I " r5� 11-? - I , m , , TA �P it o ADD I \ , tqT I � 1 � 1 � 1, _ 11 " "I , t, I � 1 I _ "', " .�, I It" " I' ll "I " �.� ,,, , 01 /.. it , " , , � ,� , I ILIONSHEAD CENTRE mwNN EXISTING CULVERT AND INLET , :; 1� 1-1 �, ,�, I - " "I" -, �, , e I �,,-, /,;,�' /,-"-*', I" - -, ,,, "'., " - , WATER SERVICE I SER / 11 �' I , 6/ "/,*; 1 � ,11 I _E MH 0380 1 ./ / / ", " "" ", , ,,"�,�,,,, , , 1, � ',� � ,'j t - ,,, I,- , " " "', ,,.�, ", 'i" , � "/!, , / D I'll, . . / , , I // !�,,- ,,� - 1 9' 1 " I " I - 1 � " �` 11 - I/' ,,- , I I )" '/ /, �,` , I 11 " "I -- P090 — EXISTING 10' CONTOUR � �,_ 11 I 1 , I ` - -, ­` ", /. L , , I , �" ,,, ,'� ,t" ,, "/�,'17 I L - , � _/ ll ,, " L 1, , � I'll 1 V ( ' I /` Z "', ,/' ,,' ,,, ,,I' / , ,�, ", � " Il ,,' ��,' �, - - - 01 N)'t­8107.4' I , ,],,,,- ,� "", � " ", , ", " _', ,/ � , �,-, I , " ,," ", ,,, .,! ,,, , �, , - ',j . ­. � NID E ' �7� � L > _KX .. 1 1 " " , �, '. ,� 1 . - _54,ZY'�F,4'2- 1) .1 --,-'--L��-�-.---.��-----,�--.�,-,-"-''-��--"--------�--_."-. .-_-.- EXISTING 2' CONTOUR , _ , � 7�_,� ��, - . - ,,, / /' ,,, -�,` - - ,." " I ­_ "I I- --. I ��, -4 1 0" INV (SE) " = 8107 3' .- � , , ,� ­rSERV,-'t)i'1-.-13. - 0 (n P) I _;1 __ -'- _1 I � I ,,, " / , /t ,- - �,, ,�It, ", e` ,,, �- / 1� I � I x (A H ARE .. RE-BURY .-,:- \ _­ ,,, , I 'll , . , ". �, - I t, I " co I " , , g I � I I I - _� ', . `,_ I �, -/�-,, ,�, ,,,, m — EG — E G — F0 — EG — EXISTING GAS F SHO ING WALL. - i I, Z '­ J` . 1/1 �vT,\. ,,I / I , 1� L X/ ,-, - ,�, _­ -` 11 "Ill ,4111 , ,/ , I �1 //,t, " , I ,t,' ,,,,, , " ,,�, - - - - _, 41 ��', I !1 1 I I \ � , /- - , "', �` ,`/ , " �, 't " ,�4 "', "t , A I �, I ! "I ��, ,1 �, ,­,�,, ",/', I I ,� " I ___' I I I I 11 - ,�' /` ,,, - , ; ! " , I /' t ,� - - 1, � w 1 1 y ; / �_­_­ // , I . ! ,- te ,,�� - �_ - �: __ " ��­ , i, It I I \ FG M, EXISTING GAS METER ­_ , , , 4,1 _� - , ,",t, ,," , ,,,,,, " - i� ",I, �, , ",` 11 ­ .1� , F , I- I i , � ; � E�`, , �, I _ , L 111i­­ " , , � . \ __ I ,1 " , _"'1�11, " - - 1, ,/ , �, l e � ,,, ,,,, 1 44 �,11 � Ll�? - - " ,,�; _,_- . L I - ________�__ - I . ,�­ 11 I lil 1 , I I 11 � ,�g � I - - , ,t"; 41, " 6 0 -11 — �' SE :! - , � 11� : ; EXISTING GAS SERVICE I " I ,�, "I , 'I- , I i ! I "" , LIJ __1 . I --- / � � / / : I 1 7 � " �1 ', / '----"--L�"---,84_���___----.�-..-----I 1 � ", \ �� "I / i i . 1 , 1 V "I ,� , ,,"� ,,,, / ST 3+41.55 � \ : 11 I I I I X , Z: ; ,�', �, - , __ --- I \ I � . ,__�­�.��,��', ',I 8107-73 1 1 "I : �t It ,'/ _��, `11 ��7 1� I I ) -1 - 1 I rn � I \ I t � I d ) ­ - _�� E , PROPOSED 8" SANITAKT !tT% — p I& -C, '�_11,1 � " 1 40 � ________..__ -.- _E — U — EF — FF — EXISTING ELECTRIC PRIMARY IW--[N 8112.51 .*. �5ANI �AHY q� �� , " ______ � , 1 �� , Ir L� 8"X1 2" Ili i "' _ _', 1�� � k �1� /N I" '� 1 - 1 1 �; I" — — EXISTING ABANDONED GAS SERVICE RIM = E \ � , , �, _��,In �,//./ — - �, \ I t 4.0 LF 8" AN SERV 0 t \ _.-- SE I - ­.� - _� / 6EWER MANHOLE MH 0390 Il *u " � SEWER SERVICE FORCE MAIN � MINE REDU( -17) \ .... . 1`47� - ___y -tN OUT = 8112.31 \ t / �i V�� 3OVE . 11 ­ . % , I-- p t, I RIM = 8126.9' \ rmli INVERT AT WALL = 8110.0 \ BO 1! t �,\ I OLZMEL- EXISTING ELECTRIC TRANSFORMER Y % / M H. \ ( �; \_ - , --I;k. --- I ­ 11 ___,Z� �,�,_ 'A �� - '---- _b Ili I N _�­111r__ �� I ,�, � / 10 INV (NW) = 8106.8' a \\ 4 . .\\ . . - __ - ­ \ z 1, t ---- --- �, - - - - 1 ­_� z 1 ___� \ \ I / L'� - . �1 / 10" INV (S) = 8106.8' l'i � " % . - - - =L Pss \ ��=_ FE M EXISTING ELECTRIC METER �­" � 'a L Pss __pss� -\- — - - , 1, 1, i-I .1 � �� " 1 , : :�, k I E _ 1, i __W�OIR / � l I PROP( Pss - i --- _�, -I *- E: SHEET 'SECTI - � - - , --�,- ,�,v � \\� / I � I �_� EXISTING ELECTRIC MANHOLE �,� _� / :_1 N i I i ! Ill 1— ­_ E,VR- OPOSED UTILITI � "a \ � I \ _,_ , �-�,,\� k EWE i I 1wrr — H I - EXISTING ELECTRIC SECONDARY . . 1 . - I . ­ -- AT WA = 8108 1 SAN SEI I .- ______N5 ; 7 , ��, I ­_�, - I 1 - ,/­ A, I !I �� *V / ,/ , ", - 't.--, I l I PROPOS H 1� '11�, � INV=8107.39 . \ 98.3 F 8" SAN - ?"1 - - ,� , , 'i, 1, �, I i - I f ig . \ SERV 1.0 __ - - 7 — G Q T PHONE - ,/", I ED TOV U11UTY -TR �,N _ �/ 1. 1.11 ,_�� !I I � a. INSTALL 6"X8" /0 D 8 ____REDU L , , 1 PROPOS ,X6 _ CO , ,/ / , ? ')< 11 AND VAULT (NOT IN ( m C 0 - -,/-"�',�,,�,�",�/:. . - - i -I I YELOMINE REDUCER ____e��_ ___ __ __ .04 - I i i �_�,, PVR-p _� '\\ _E0W--F0—EQW--F0—EQW--F0— EXISTING QWEST FIBER OPTIC <J�� - I . ... I _-- _ _. � _ _.. , � z ABOVE WYE - __ , � \ -,, � I ; I ___ - " INV=8106.40 W � 01 " � ,,,,,, 1 I. 1 ------- ­­ t� `t, ", �, �,�­­_" / __.____.p- ____ t , I Q_ .- . i I . ,---- t . 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I ,�,_ , _� 1 1 ,�, 1 I .1 "' � 11 V " �tl , - OF WATER XRVICE. :"-",�":,`, , " " ,,, ,,',',, , , I __ """ N � I t"_ "I , 1� , - 1��_ � , / "I !1� \ I ...;; _,tt' �;� -e- � - z � �� F SM -- W—ESm--W— EXISTING SNOWMAKING WATER LINE / � z MH 048 - �:: ,� � 1, 4� �_ I ,� - � 1 .11 / I " . � \ ,* I I : ". / �, 1 \ ; 1�'T,l 1 , ,,, ,,, ,, , , t ( I . - , ' I I I , , 1, K - I , ��'. _� , � l k� — _W — E w — E w — EW — EXISTING WATER LINE I I � �, I 1 � , , - . "" t �, ,�, I I , � I % Im / - , . , ,;,�, /­/ I , I/ "'; ,�, `� I "; , _�', ,�','�,�', - -,� " ."': """ � ! , ��;,/_ " ,� � , "� -,, I 1; "" I -,,��-,, ' � /; .. " " t. , - , \" L " , ,,,", V, ,� - �,� I �, _ � ,/ , �, <, \ - , I !Q " 1111111 - 8111.� // � �. ,� , - \ : I ",,, , _ </ - " - I _N . _ - �j �, �, ,"x, ,,�",/"��., �� ,�<x" _, , _ - _" 1111 1 , _ :11 1 1 1 \ _0 I 10" I I I , , ", , �, ­11 I'll "I � \ 1 1 q n ) _j ,- %� I I I �� I 1� . 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I I I � I , �, � I �, , �� I ,-: �:__�___` � � I , I t I I I I - I I I I I I I , I � I.".. � I � - I � I I I ­11 I . � OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHrri or Ri 2 0 Denver, Worado MAS'TER PLANNRR & DESIGN ARCHrrEC'r HART I HOWERTON NEW YORY, NEW YORK STRUCTURAL F,NGINF,F.R MONROF'& NF.WR1,I, RNGTNF,F.KS, rNC AVON, COLORADO MEP ENGINEERS CNI RUMA AND ASS0C1A CO. DENVFR,COU)RADO CML RNGTNT.RR AlYINE ENGINEERING, INC. EDWARDS, COLORADO I.NTL'RIORDLSIGN STIFFA DESIGNS FDWARDS,C0lk)RAj)0 PROJECT NUMBFR: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05,21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERNH/BID 02.15.05 TOV REVIEW 04.25.05 _______ - — — L C ___ __ D --.,-.,, - .-----.I--.- - B C ] vwjwr N _( PROJECT KEYPIAN C 9A N �0 0 �� All Al[ffi M V WA16 A I I D1 ' WA 1 '61, FA 'I . - — _. .� �� I I ;� 1 I I - _ .. I I ­ I , ' ,, , � I _� , A!6. , , '. - , I'll , , _� I I ' 70 �Cls -� �­s ­-' .-,-- .. I �' G 1 � — , — - . . " 'Ll? �_. , — , 1� :7 �,�, � �,'�, — ,":� — � ,�,,� — �.'�'; — , "'. , _�� � ­:� � I ND � I \ 4�1 �, 11 ; I I � - � -_ , I �jl, - - — - - — PROPERTY LINE I .- I - - - - - - I - - - I � \ \�, ,; � / -, ,,, � � , ." — .- , V — ; � ": - ­ . IV — , ;1,1 — " I '1� � I � - - - - - - - - - - - - - - - EXISTING EASEMENT � . I I I I _., I , ,�, ,�� I . 1 �'17 1. I I , i � STORM SEWER MANHOLE E40 Q -, � ,4 �.. — � :,� \ �11 I ,-- ;_ - I I EXISTING BUILDING - I ___� I - - � -',, - �', _. ,��ift -1 I , I / cli I I I , I I ;�_ � 11 I I - — " C *��,* ""I EXISTING EDGE OF PAVEMENT I - \ RIM EL. = 8142.1' ,.A �� I - it I , " \ -1. . I � I - _. - I -I - - - 11 I ­ " �� �_ i I ­ \ INV (N)= 8134.V .1 . I I ­ I _;_� �,�.� — � ,�.� . �� ,,� — .- �,,,,�; — " '� " ) W I� 1-1 - - ,­� :,, , \ Di APPROX. 50' STREAM SETBACK , -- - 1. n \ — "', - -_,, v , ,�,­\ \_.-, , NOTE: ALL PUBLIC STORM SEWER SHALL I Elw '11.111 — — — - ___�_ L4 __ � ,' - — - — APPROX. 100 YEAR FLOODPLAIN \ 1 ------ INV (S) = 8131�7' 1 1 �,: 11 I i INV (W) = 8135.3' 1 � I is \ N 7 1 , C, .; - - I BE TELEVISED PRIOR TO LAYING ANY 0m EXISTING CULVERT AND INLET I ­__ � 't -- " 1_.4, - 1­.__._1_.1_­_ .". --- ---- ­-­ EXISTING 10' CONTOUR TL_7, ----- INV (NE) = 8133.6' 1< , 1 ­ __....�,_,-, 8".190 � ­ --- � 1-111, I - - - ­­­­ I I I "� I & �, " . , ­ ­ ­­ I EXISTING 2' CONTOUR _ � .. ­­_ - - ­ . - 11 ... �_ _-:1- ­___ /I - ----- � - 11 I _ .- . _­­­ PAVEMENT OVER THE STORM SEWER. I I . I I ,�,, �­ .... ... I � 1� I . -1- " F " ��M� �, � ��, — � C — --�, — .-C — �,-Z — EXISTING GAS I - - N_­ 11 . .-, ,V I �__ - � t I Is _ I �, I 1-1 I - � _t .111.11". � ��\\ - � - "' - EXISTING GAS METER - - - - - - I , i� - __ -­-- ­: " " I m - � � __ :___ , . I . , '� 1� %_ � i �kT - 1,1 ��,,�, DRAINAGE INLET E46 - �._11 — ��,�� — lz:�i ­ ._'�s - EXISTING GAS SERVICE I " :"I'- , "I ,�,- � . � I - � � I I . t,c " ,,� I , A(.& — -�'�� --- Ws --- �-�i -- EXISTING ABANDONED GAS SERVICE I � __�, ,Z��� �_, _ � � 11 , ­ . RIM E 1­1 I I t 1� ,�� \ I ", - I �_\ L = 8140.4' 1 _­__ , N/ - 1 1 , 11" — — _ — __ - - -1 - - - - - - - - - - - - - - - - - - - - - - - - ."" -� -V­ � - I -1. 1 EXISTING ELECTRIC PRIMARY '_ **,� , , �k , x INV OUT = 8138.0' ".." � L �.��.�..�....-----.-.��.��..,---".-,,.�-..�- -____1___ ---- �--,-��-�--�:.---�.--------�--------".�, __.:_ ...... 1_1 �, _` -, - I ,,�,,� " ­� ,; ­ -1 �_ - - , . " 4� . �,� , I `� EXISTING ELECTRIC TRANSFORMER - ­ I ,_ - "I'l � - I , I z 1. _, - - � " , - . , - ". _. z , , ­ -, 0� , I -1 - I , W�Z - -�4=7.-"�� ­ 1 - - 1, , ", " . I � ��, , I I I - 11 1_1 .-I , '' '. "I I EXISTING ELECTRIC METER �> , - "**� � -0 1", I m , 1� ��� 11 � I "I :; ,,,� ��, / I . � - \,�\" . �� — '�'� — `�,� — '. 0 — .- �� — ,. -, _­,.*�, i:t* ------ �- "I�',� ........ W_ ��,]�?!,� �: - - ­ �, . ,_ __ �.;, I _� (�� , I I -, , I �� 1 \ k, /I I - � �� _',� I I ­ 1) - .­ ­ .1 - ._­ . '_ _ - / 11�_ , EXISTING ELECTRIC MANHOLE - -,-. _ _ I -0 , - , ��_ I ­­', .1 - - - - , � I- S I 21 � � , 11 �_, 1 L� 1, � -, , , ,�- �,-, -, �. � \" — - "Es — EES — Ezs — I I - EXISTING ELECTRIC SECONDARY 1-1 ­ � -1, 1, 1. � ,,,.,, - - �' '**,� - - : P ., , I" 1.1\ / I � 11 � 11 . . I . - � - . ,,_,� .� I �� �� ,,��',,: , ,��,, 4- , " � ; , ,�". - 1� I -;_ , , " I , - - -- � ,?_ ,� - 11_��w -_ �1.ow — EQ1w — Eow - EXISTING OWEST TELEPHONE I.- 1 I � - ", �, I J"" Z 1 71 1 1 � - I ,� , ­fV"-,- �­,l- , ; -_ < . \ I '�� i � )�11. I V — I � I ,�� �,� , Q,� -, ,,� l b" , - I - - . . I ,-----;� �,� --,,, -,,, � - � � \ / I Q I - , �,\ : �­ I ,^��_ I - -- ,� -,,' � I .1. I IV _-_� 1, I � "I :1 -- F-Iw--�O—E:Qls-�O— 4 .0-- �,'­ EXISTING OWEST FIBER OPTIC � PROPOSED 18" RC '�_� ,� �;, I A I N\�_',� > E V I ! ", � �\ JEND S OR 1. - � ; \, ,,, ./; , , DRAINAGE INLET E45 GRAPHIC SCALE ! 1 —E, " �1D_'_E1A­?1_ EXISTING VAIL RESORTS TELEPHONE - - - P i `- , I �, - I - / I I . i I : ,; ! : 'P�_ _z. , ­1 � - �.- � ­ I ­ 1 1 . I 1­1 I PROFI 9� 1�zl " ", 01 I , , l t- ) ­"" / , � . i, � ", I -1 � _ . R ; _\r_�z,__,w_;0._ : I RM SEWER , " I � '! _ EXISTING VAIL RESORTS FIBER OPTIC '�, I t , / . ; ) � . , , � "" - , , " �' I STO � A " " ' y - - IM EL. = 8140.0' I , 11, \ E N___ - � , , " 20 1 0 10 20 40 so ,.�, , �( , ,,� 11 I , - \ , �, I , , � � �, I tt - , ,� 11; I ,�_ NV IN = 8137.1' 1 1 1 1 1 1 1 1 ­z I � , _�. I I I 1 1 � -,, , � i — U0 — ­0 — - 0 — ­0 — EXISTING JOINT OWEST & VIR F.D. `11 , I 1 I �-� I � I I ! J \�, I 1� - e .", � i . "',� I , C�l ­ � /; - , \ — DRAINAC, LET E41 LANDMAA I � ,�,,` 't. �,-- ') �� INV OUT = 8137.0' ____ - - _�� - - .4 t . ":�ZT I RIM EL = 8137.4' ­ 1111 ........ �� I I � � � � 1 1 ) , 11 1i , .1 I EXISTING TELEPHONE PEDESTAL � 1 1 i . -i . I -, - I ; I ; , E I I , I � � i ,� " ­.- , , , ; . ! � _ ',I ee,�) i U., --- I" m I LIONS PRIDE I. � ' J�. 11�1 , . �_t I - �' � ,.��` � � I , `� i �t - � W — � ly — ` - v — E IN - EXISTING COMCAST CABLE TV PS'T_28' ` � ,::, : i�% �­� � ( I - "I,) - ., - :4. � ­ I - I —E,_7 . '--�� , 4 ,,, , 13 - _____ : � . � , � ; ; , I j I "I 6" PVC ROOF DRAINS IN F ET � __,.,_,Y—�! EXISTING COMICAST JOINT FIBER/COAXIAL " -_ I , r�)� � : I 1 2'X2' INLET' 1_ ­1 I .. . / � _z'_0—E �j— EXISTING COMCAST CATV FIBER OPTIC M=8134.7,3 I 1 27 1 PST-60, 4' MH, SOLID LID ZE I ', - �LE I , ; , VLE, 09 i , / I ! 1 ; , , I I __/ , � �� - - - - I V=- 1 T. '/�' � * � 0 .70% 1 � �, � I � I -Y. I 11" I I / DETERMINED 1� i RI �', 1___ RIM 8134.87 ____-_ . I I : f� q%�� �MH 01 (CLOGGED) ROUTING NOT 11) I inch = 20 ft. - 11 , C�l ___�_ " Q ! II NT R�0� . ,; In EXISTING CATV PEDESTAL � I // " '. " , 18" INV IN = 8131.51 �'E I � 't 4 /11; 8 0 1 �> I � 11 _. - EXISTING SNOWMAKING AIR LINE LF " . ; q 1 - " " , , -- _.. � ­ - 1 A­A — Esa - A — �sm -- A — 1 w I � � I J, - � 18" INV OUT = 8131.51 - ��, �'. -- 8 1 3 8 "' 0 2 " 2 EXISTING INV( = 1,515,20 11 ; ... �� , 1. - _ — - - — - - — ;,�> W _�_ ,,_ EXISTING SNOftAKING WATER LINE I � PST-29, 2'x2' SOLID LID i - \ - � : � SUMP INV=8130.01 i !,-'- - ,V " EXISTING IN , =8136.20 ,X` t , I / U:: I 1- I I ­, I'll, ­­. �'.� 11-1-1111 �,� . ........ .. .. ..... .... � EXISTING WATER LINE 6.. 3. i '1,4 I RIM=8138.40 - I � , 8" INV OUT(SW 6.00 (n ", . I �,111, i � - � _­%, - - U) - �.ws — `yr — 0ws — Fw. - EXISTING WATER SER PROPOSED 18" RCP. I , 'T � PST-27 � INV IN=8133.94 - :: I "� I I ­ - I F I , 11­­ I . ;;t � ­ CONNECT TO EXISTING. / P. V. C. . . 2'X2' INLET -- - ­ i") INV=81 . 6 I" _11 - 11, I 1',_�_ I i — INV IN(E)=8135.3 , -, j ,.� . j I v ! � ­­ .'-- , _� EXISTING WATER VALVE CONTRACTOR eTC014ELD I i , RIM= 81 34.73 __W 6 INV OUT=8133.74 I I � �l 11-1 / I "I - N VERIFY EXISTING INV AT % 1: , , 2 /7'. 35.33- qll ,��, 0 " It , 11 - I I , - � I 1 7 INV=8131.23 _,,j �,.- w- n .z� ,� �( _- _-.-, -, -, , EXISTING FIRE HYDRANT SUMP IN =8132.24 PST-31 � �:�, , -INE . f ::: ; I -- /1q, CONNECTION POINT PRIO .... I I I I 10 - :;: � i " -_ - 1'__111­1_.�� EXISTING WATER MANHOLE PST-25, 2x3' ADA INLET EXI� 2'X2' INLET . .0 �, I . ,:�* 0 : � �1_ .1 ".- � I �_� , "� , , , TO ANY NEW IUST44L4 I % MATCH RIM=8138.20 '�' , 10 'I-, .:- 40 3 - - . ...) 4 V) - -, " EXISTING IRRIGATION LINE . _�,�:�_.,��_, I .. . - RIM=8134.73 , ____ - I- - �Iq —AR — Im — 'R - ­ - ­­ _4 ._-..:z__"_ --- -- t , �.� # (n 1, -, f � ­ ___- ­ -, _1­__,_ 11 -1 — _ i *�_ _­ - --, I * / 1".. �:� -�-�.4�,::�_ � _. - 1111- �: ­­­ -- ­­ . d -_ ­_ I D � ___1___i , It , I I * _1 . . . . . . I - I '1� - 2; ­­­_ EXISTING SEWER LINE I z ,�gV I \ LIFT HOUSE . . . . . . . . - , ,- ­� I .7 lN48131.40 (6") / 38.13 INV=8135.92 , i. - 47 " 6 . 1 3 33-. tV IN 8131.05 (18"N) . 3 2 SUMP=8134.42 ! � - � 0 - * \� _ - - - , - F`,q — Ess — E',s — Ess - EXISTING SEWER SERVICE . I \, 4 it-vi.; ROOF DRAIN PROFILE 10 I x , �__­ " RCP 0 1.84% 1 cn I '�>__�', y_­­ S -�----�7 EXISTING SEWER MANHOLE I , I N V 130.93 k I 8 ) = 31 79PST-_�v " , OOF DRAI END STORMI ,�:,- -*.F. ­ 8138.81 � I I 16.3 LF 12" STUB AND PLUG FOR . / " RCP A t I \, < _. � _�1 I - " CONDOMINIUMS _\ ___ 0 PROPOSED 18" RCP I -1 �Nv a r 130.87 (1 ') i 813&� LET 8136.9 1 ROOF DRAIN L 4 ,i 4 0 41- FUTURE ROOF DRAIN � 1 � . 1 . 1 I I STORM SEWER " 4 e - i- �, "__� I " EXISTING DELINEATED WETLAND �� -_ -1 � I 1\ .- - FF 1_��. EY& / ­­ ------- 7 FF -1 mmdr\ _(& , k P I." � 4F - - - ,�, . ­­7*7 _��____.�l I 0 11 RI 8138.00 �\: t_,A f"t CONNECTION. RE: PROFILE ,.Olk ­_ I ,��, \ PROPOSED 11 11 I R6�6 "'i, EXISTING TREES AND SIZES e , % \ _� 1 84- 2 40 6+ INV IN = 8137,55± � -Z � ,� I — - - r �- r \ '\' UMP=81 0 ROOF DRAIN H I '& ET , 3,77: 1'.34.7 35 - ­11 11 6" PVC ROOF I 4 _ - P1 F11- DRAINA s Pw— W_ " "' --�� PROPOSED WATERLINE W/ M & GV ��,,, �yv ..... 11 07 17 1� z- I ­ISTORM ELEV. = PS Ps — PROPOSED SANITARY SEWER W/MH - , - .. :� t ` 60 \ N � k2.LihI_ . . 8 i � ! - D zi. — P — � \ 1 ,8 F DRAIN 6 \ .60 � � 7 � 11 E-fil INV. OIL ___----,o - � \�A Z� T 0"" R ,?9 _____-] I -, = 8 4 -.1 L i -0— NOTE: THE STRUCTUR - I �,b� - - i 56,9" �_ 11 * ]5 A I - 0137.&Q PRO Itm I fE���� i � I _\ - — Pws — P ; — Pws — Pws - PROPOSED WATER SERVICE - 12 R C P \5 LF -_ ­= � g I - Pss — Pss — Pss — Pss — VI m w m m m a V1 Z� 16 6 �;�,,: ��_ I I .----..a AL PLANS 1� 0 4. .27, � ----------- .1 it , I 1\ '_ 1, i \ 0 ,-I FOR MONTANEROS INDICATE _\ \_____ __...___� \ 1-5-7. N % P,51-48, 2'X2' INLET I J i — PF — ,", — �, — K — PROPOSED PR:MARY ELECTRIC G MC , I i - �j OS � T BEGIN STOR \� wmx �o I �� � THICKENED SLAB ALON 6D >__..:�� ------ �_ __ I � RIM=813935 I I I - I I , - - - - 11.0 LF , N I�Y. �- 8140.61 -� � " PROPOSED TRANSFORMER 1PROFILL V - L710 I i ! t CV �.___,­ OF THE EAST FACE OF THE PTV — , _ __ ___ 0 2. 0% � r - - 0 Im V= 8136.23 1 ' -] '� DRAINAGE INLET El I '�UPE I " I -- --; ­!-�, /I " � - �a'Q 18"RQR, � CfjL,F__ '�, 39-5 ­-- - - : I e ._ PROPOSED SPLICE VAULT _,� 1 "' � - __ - V I � "\ I , " , �\ I I ", � k 1-� I <�_ � \ , I y 7 1 " , / P�v 1­11 P: y ; � ____� — �, �v i MP=8134.73 i - I RIM EL. = 8137.4' ­_ , ?E�--m-" h.. 2 8_3 BUILDING. CONTRACTOR TO 3,77c - - I , - - Jm- -1 `6 1 1� �. I PROPO2� 12" jCPjj I � 7D -,- INV IN = 8135.5' 1 - ' _z -_ m , _;�H — PF�; — PROPOSED JOINT QWEST & VR PHONE ------_ � I I . VERIFY PRIOR TO INSTALLATION V 7,,, _______`w._ --- - I _�,_, -�'_________�­ ,� 1,�. P" _,�,, , " I `L_ -- _* - - __� OF UTILITIES IN THIS AREA. 27*1 L� LI­ I Zj " I i. I INV OUT = 8135.4' PO'R — POW — �Qw — �Gw - PROPOSED OWEST TELEPHONE 's i _t____ - - — � - G�' '- ---- � � Ps _ �2.7 dpzl l v - � P Lps --­�+ Ps PS -1 I I= . . -1 go Z�� _ 0 1.92: - - ------- , �,_`� I [ � I- fp _�."", _ ­Q -- PROPOSED QWEST FIBER OPTIC F, = 8135. ­ %s ___ .__ - - P 4 N 2.07�� 1� 1. 11 1 46" _ '� - i � f- 3�8. � I / ii= ­ . 9 _PW PW PW1 Pw— PW PW i PW — PW W)=8135.35 ,�,-, :� ; �, 1. , PROPOSED XCEL GAS Pw PW - , _? ,_ .7. .-- 12" INV 1 1 . \ D, 2'X2' INLET 6 " 1 -7 � I [7 I'll, 1-1 el 39.70 F.F. - ; I I � E � NV -) 1 + ! . M I / - P Tv — pn/ — �Ilv — f"y - PROPOSED COMCAST CATV 2'x3' AREA INLET, SOLID LID -- 7 I P , , 13MIMIDW - *! ... 1'r 2'X2' INL L, � 0 IV " : _�,� - 7 ­­ _., � � �11 1 &.�_ ss _ I I r`1mr%r_1t r 4f%.- ,-,, /­ .-� M " ___ PEND STO M I I � / , Ll�� �,, _P_1V ,il, —"./­-` —PIV-0 — PROPOSED COMCAST COAXIAL & F.D. -8 1 _ �'i 18" 1 '3 21 8 4 - 7 / 77S�-_ - - - 7 1 . ��- L " , 1 - 41 . PST 5 At, .111110,11him ff 27 ,imam � --,-- __ _ I N ,( t� " V, ,_� FT . ...... -1 - 1 � 7 . I i RIM = 81,39.70 0* J FT"s t_ 4 r 1 1 ,\� I � , m , , v , & T X� I y y ) = 0 1 ' f z) A r i � �,., I WER " , _ -, �3, - 1 Q_ 1 _� , , I " _�, ,� / ", I­ -1 I 1 1 11 1 ',,' �jF z , I 1 I , , I ,�`,N ;7- ; Is � , , ,�_ ""'Ps " : "" I , : f�l� I ,,\ i � I � ", � �) ` "' ,NEROS I f ,\� : __I I "I.-,, " " 'I I ,e 1� . I * I \ " I ,� I I : ,� 4 t MINIUMS L � �' V1 z \ �,,' \ IX (� - 1, I I 1� , I I , I a� 1,1 �i A' � � ' I, � ,7 � - - I I - � R r" , - k )� . it � 0 / C, 11 1�11 11 - � 11 I * __ PROPOSED CULVERT � :� .---.. - __ � ._�__j"w__mmm9_ANN0 __ __ __ __ __ __ �, _,"�kATWI' -1 - �1111 ____�' - I ­11 f1k � �6% 1 11 INV OUT(E)= 8135.75 INV = 8134.94 I� J� : I .- - I I , % -_ I I , I I - - 7A ')r _, I I �___<________0____ �, A . 114� _­ LE MMM PROPOSED TOV UTILITY TRENCH ­_ � � � ­ I 1- I WRONIM -,4 2 ,,' % �� " SUMP=8133.44 _u jL_1__z=7;i:_, . ��\ . I I , " 6 T, , ­-, " - ST- 49, 2'x�, __ ? - , 1 1 I I �` ,�, I - �) , +u. U 14 u) i 1 �I I I s, _% ,,-,, ai44 PROPOSED 2' CONTOUR " " A, ,/A // =8139,65�� - A�1, - � "8ix & �11 /I 0 � I . � ..... I'll, I --- - kil - =7 _:�:�;�e. �IROFIL 15 & % , P 8 i ;I@ PROPOSED W CONTOUR � \ 813 1 l i-1 - I - LPIROFIL 14 _ ,_8.47 SA4,;t_�,�i 'F, 1� - ,�, " / . 1:61 1 27.95 3.3%_ PROPOSED SPOT ELEV. AND GRADE 1� P��_ 11 .2'54 ', ' -' i _r 1)::71 Z51 0 -, .- � I t , + " /" I- I I V - � PROPOSED EDGE OF ASPHALT I I � I I , 11� , . :_ # 4 �`,_ .. 27 ... , � "", / � -11 - - __ I � I . I - W @ 13 N gROPOSED INLET � , 1 I / . '671 1 � I , I \ _V �- - _1�11_ � �, "I =116 V �", e ,�, , i .... ,, Ili - 1 ; r-,! � � _ I i;` � 390 � .) \ ___ __ ! �; � ', i 11 -t- ,- : m1mmmungm I . - I I " �!- i 1 " DRAINAGE INLET E13 ,,,'.,,' - - "I I I =7777 � It : �j 3a , ­ F _', � � , " �,� ".1 �_, ,�­_ I I I `f 39.4 -� N1 ,,, , , \ ,%� sommommm , � ,-- � ,,, ,.4 -t 1� - I �, -1 - RIM EL = 8138.4' �, ,,, I . - - I I " - . � DRAINAGE INLET E7 .-, %k� , --- � I " -,',"'� - - I I -- /!! 1. q : � � -1, _ ___ __ __ \ 11 1111� I 11 " "I /� 11�11 / I _� I 11 1 1�1 1 1 I � ('I � RIM EL. = 8138.0' � I 1%, � w I 0 � I 11 � ,I , / ,� _ - - �_- rr ­ ; I INV IN (N) = 8135.1' "I Ln ,_ - __ � I ' " - ­ . ,# I'l 7. 7 7 1 T *� INV IN (N) = 8135.8' 1 - "_ . � �& q53RW7, I k �, _ - �. " 91�1 1�', , 11 . ,,�'!� , ' �/', , � I'll I I� , '1 � 71 INV OUT = 8136.0' 1 I/ �' ' e - 1, ,,, / \ , v t , ,, �7� -,�-/��'- 7' "', ", ,,, "', - ,� I" I -Ir 10 � 11 I ��' 7 J�� 7 - 6 , t � t " /_ , ,�,p I INV OUT (S) = 8134,9' ­ 11 <,<o �, ,�,- " , , ­,�" ,,� "", ", , � �,, " ,� " D, 12" CP � I "', — , , I 1 1 I I . __ / I "I, M " 11 �,, , ,�,' I - _N" ,_ = - ), , /, 4P � , ,,, , ­ 11�� - - - , " , w"'al'A' , ". ,,, I I Ili ## / - , ,Z — — , , ,�, , -� , I , / ""' ", I I _, ", ,� /'� ", ,�` ,� ", ' l' , 11"', �, ��, 1' 1, �,, ,� ., ", , 1/ " ", "', ­` ""', � I , . , , � �, , , " � s . 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I I, /� ___ 7D 23.53 HP 2348 i _� --­Or I .,_� 4 - I - - - �_ - . .�_ - ' n 1,<1 I � a� N)=8120.6,? I / 1 5 -- �'s - - - I - --2-3.;zi6 I- — - ;;:;������ EN 1 7 i� : �� " I- s — 5--_ ,.,-- 1 - ;0 1 �"_ ' �__ N . Pss 77 �_ -V.R--PH -_ ­_ 1PR ILE - 'Ile "ki, �� x I NV IN( I 0. 7E)\ 1, , __� \ / l � . - 29 __ )Q I mnOPOSE �E` 6� ­­ i .1 " - I .0 23. 5 / 12" \ tNV IN(SW) 110 -PH ZPT* : ! , 8 - -R1/R-PH—:`A , ; .- ,x � \ / 11 _1 '_0'_ I ­ ,C- . �6.7� ," - - I 1, --' -, ,�- -�, "-�. �* I 24%38""INV OUT=8121 / - --- y I - ; � . . \' .,- �_ ­1 s / / / ­­ 12 LF 1 3.0 ­ .. 1 5.0% -, __ - I It __ , ,_ ­` �- 21,7 .1e ,?> �-�, \ ' - I _/_ - 5�� - 1, / 1 2 26 LF @ 27.7 26.58 j �I PST�32, 22� ID LID f----- �, / // � - - ?1� )U. L �-�, . - '� , ��_­-2A,17/ / I I ­­ - _________=? ---- - - F?41V�L 81 VL - YR ; __1 . I I" - .- T)23 ­ I . . __ - 1 . 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I i -_ - - urc , , , - - I I- Z ­1 , \ \ I � \ I I — 76.2- \� NdTe n Slab Top L I � ­',� � \ , , :1'1id:.: I 7 . , H -_ � - - _j 'a , . - 1 V SUMP­__f1F9 � I I 11� 1'� .11 , --- _:7���� ­ � - / i 81,27.70 27.72 . - , � , b , � - pyl --- : , I � . , , , , ' � � I , I 1 . � I I - _PrF �� JP�rSED 24 1 ) ,� I \ � 11 1\ ., � - 11 "' \111 x . I , 770t ........ �_,_ �/ I M �\S: \ I I t � ` INY =8121. 1 - - PROPOSED SAND/01 \ 1, � ,��, I � - � I I I . , I � , ,'­'� 1 71 C Pws , / , 1\ 119.85 S NV INA8122.20 � , �, 1 1, . � , I . . . I . _� "I � i 11 - '', + � I � - �r _ - �. . � , , , 11 _______�_ P - I .� --- . � I 11 I . � I I I - �*" W , ;�'Irl i I �� �v! I � I z) I I - I "\ . I i ,,, 11 -4 V if I NV OU T=8122.17 VIAULI, /-DUU t.7ALL I � � �: ;. , , k: , � I : I . 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P \ it 1 1 \ . 11 MI-1 = i � -11 I -' RIM SOUTH=8125. ____ / - 11 11-1 I ),RM SEWER \ " �, - ­ ,,,, , I - 11 I ===Q=== `.' �" -1 - 11 I = - - - 1-1-6.8 1 / � ,0 24 INV IN(NW)=8115.09 1�1 ", I \ : " ; K , � PRO �N F�".. .3, NV IN 8117 - I I -, I \ ", -- I \ I �@ � ,�� � � I 0 T= 11� ­ ,-- -� - - tl rn 3r I 24 INV OUT(S) =8114.89 1-1 '_ __ _11, I I . \ _. /�__ -_ 1 , % \ __4 i I i - � 25 44- VAULf,6000 I )N, %', - 08/ , 1 23.9+ \ 1 - :s 0 ) INV SUMP = 8113.39 �� 1.11 - ./ ,� \ " P�OPOSED 12 i I \ i ­1� I Q.._ .1 I I 11 , 3: ­ .. , \ z 1�, 0 I 1 g '''" �'� - I , � ` INV= 113. 0 q 1 I 111 \_ __ � j �j I I'll _­ - , / \ t0RI_1 -, ___ , 11 cz_ \ - 11 11� / � Ff�&,)%C,m � � \\ Q QIn n, 3.9t CHAIR � 9 I � ", \ \ I i I -1 11 1. nTT / \ _____ � I -,�\\�,�,,,,,,,,,,�,,�,�,,\',�,,,�:\,'-"-',�� \V,�,'S!,_�'\­�'> ._'-'A�'�A�.'__.,,w�, ­4,/`_�/,'�'_`,�_ �,�: �-�4'� �V, :_ -� ­� � V�',' `, -:, ,� I , / I I I I . $ ,ON ... go I_ � - I 0 �� . . I . 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"I � ,_� ��­­ "" . . I I ; " I 11 : -, I I I I I - � I I � OWNER/DEVELOPER VAIL RESORTS COMPANY AVON, COLORADO ARCHTTEC OF RF.CORD 2 0 Denver, Colorado MASTER PI.ANNF,R & DESIGN ARClirrECr HART I HOWERTON NEW YORK, NEW YORK ST'RUCTURAI, H,NGINh'KR MONR Or-, & NFIWRIA. RNGINF.F,R,S, INC AVON, COLORADO ME P EN G IN EE_- RS CATOR, RUMA AND ASSOCINIT CO. DENVER, COLORADO CIVIL FNGINFFR ALPINE ENGINEMNG, INC. E,DWARDS, COLORADO INT ER I 0 R D ES I G N ST=R DESIGNS EDWARDS, COT DRADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04,12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CID PROG. 1 01.14.05 006 PERNH/BID 02.15.05 TOV REVIEW 04.25.05 1 L C D ____ .. -----., ___ - B vf'q _( PROJECT KEYPIAN C 9B I PROPOSED DRAINAGE i PLAN NI1Vl=t5l,)14.'J0 . . a a_ - - 111111�_ , ., INV [N=8130.77 0 1% I I V -5. I (4 7 , � INV OUT=8130.57 1 I? - I!, , SUMP INV=8129.07 i n , i i I.-. I I � � - , "' - I I � �: � , I ��5 I � �2 i I "I, F,F� ::: , �;134J�! ­, I �� I I , I` \ � I . , J t1_ � - I I " LO " I 'll / 13 L Ln . . �W',­ , ; ,3, 1 1 � �11`,,/, Z I ------ I ... ..... D___ . ... - <>_I�� � .- I I � ,' I - z z i 1 3i: , � , I � "I �' " � - - I I - � R r" , - k )� . it � 0 / C, 11 1�11 11 - � 11 I * __ PROPOSED CULVERT � :� .---.. - __ � ._�__j"w__mmm9_ANN0 __ __ __ __ __ __ �, _,"�kATWI' -1 - �1111 ____�' - I ­11 f1k � �6% 1 11 INV OUT(E)= 8135.75 INV = 8134.94 I� J� : I .- - I I , % -_ I I , I I - - 7A ')r _, I I �___<________0____ �, A . 114� _­ LE MMM PROPOSED TOV UTILITY TRENCH ­_ � � � ­ I 1- I WRONIM -,4 2 ,,' % �� " SUMP=8133.44 _u jL_1__z=7;i:_, . ��\ . I I , " 6 T, , ­-, " - ST- 49, 2'x�, __ ? - , 1 1 I I �` ,�, I - �) , +u. U 14 u) i 1 �I I I s, _% ,,-,, ai44 PROPOSED 2' CONTOUR " " A, ,/A // =8139,65�� - A�1, - � "8ix & �11 /I 0 � I . � ..... 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"I � ,_� ��­­ "" . . I I ; " I 11 : -, I I I I I - � I I � OWNER/DEVELOPER VAIL RESORTS COMPANY AVON, COLORADO ARCHTTEC OF RF.CORD 2 0 Denver, Colorado MASTER PI.ANNF,R & DESIGN ARClirrECr HART I HOWERTON NEW YORK, NEW YORK ST'RUCTURAI, H,NGINh'KR MONR Or-, & NFIWRIA. RNGINF.F,R,S, INC AVON, COLORADO ME P EN G IN EE_- RS CATOR, RUMA AND ASSOCINIT CO. DENVER, COLORADO CIVIL FNGINFFR ALPINE ENGINEMNG, INC. 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Izzz I - - I __ - - ­ : I - .5+ + 5 TW 35. 5 "I" A ll 3 18, 6 00 W BURY PTEP INTO SLOPE 1 � I" / I . /' " / r � - I ,, � ,` � / 1, � 1 11 1 " 11 - l e 1� �. I I I � '. 1� 1� HP 27.90 + ", , 1 11 "1 ,, I _ i INLE m e ' g - - e I " ,, 31.8 xxx* poce 5% TOP OF TRENCH - 1� . -1 1 - \ \\\ ' LEXIST. STEPS TG REMAIN INLE / 1 1, 1 / I 1 11 e , � �, z " / " Z' DRAIN @ 27.7 it �P- 3 i e r p V_j --------- / 3 3 3' 3 2 36.4 + I �3.16 30.0 .0 W 36.3 1% 35.9 OBTAIN EASEMENTS W 0 + All DI 27.70 u 7- - + W 36. TW 36. TW 36-9 TW 30 5 6. + FOR ANY WORK ON Z 90 HP 27.90 127.15 29.85 30.0 1 1 + HP 27.92 DI 27.80 HP 27 5.0, 1 ADJACENT PROPERTY, HP 27.85 1% 1 1 - 1 11 i I i 2% N -i- TEMPORARY OR T95 - ` - "-TOP OF TRENCH 1 __ - �' 4 '4,2 34.�, 4 .135.411 _5 4% 1% 35.8 DRAIN @ 27.�, -35,25 PERMANENT 1�1 "1 1 1 1 1 - + 31.88 Ul 2 DI 27.70 j. "'. "; g .5% HP 27.90 z -34.9 ! E r - / , " - +34�8 36.57 2 27.95 Y s/ , 35.2 RAMP 17, R i%MP 3�.40 HP27.9 z 300 4% TW 30.8 1% 29.85 7 915 DI 27.65 DI 27.70 Z DI 278 1 �P3 4.5 35.15 - -- ---- 27.95 4- 3 C, 35,5 RAM _j FF 28.OU+ + + /xl TW 29.5 1 �v / I / 'I,' ""./ ,35. P x , ,'/' " / "I' + HP 27.90 1� >,, xA +33. HP 27.92 ; 11 / " w j/ -Tq 5.5 35,45 3 BW 28,0 -28.4 35.5 �LOWER EXIST. 35.5 X .95 DI 27.70 zl' TW LANDING F�F, 1 3135.50 BEGIN PROPOSED o' SHORING/SITE WALL GRADE AT FACE FF -28 36 7 + INLE OF BLDG. 4 4'J " REPLACE WITH 18" HT WALL IFNECESSARY 35.7 2.4% 3 j 27.9 "TW x ns 129.3 - 27.90 EXISTING PLANTER WALL, HP TW I X MOUNTABLE < + ir NOTE: ALL SITE WALLS ARE TO 40 35.7 4 1 "1- 1 " " /' .11",�/X""V , " , - ", e _51C DI 27.70 p 'FOH , ' ? END PROPOSED- 0 .2 z SITE WALL E CAST-IN-PLACE CONCRETE _DK28 �7 ---J *W 27,6 UNLESS NOTED OTHERWISE + 34.5 TW- 31.11 -5 .4 .7 TW UAKAL, X E \WALL + 6" RISERS BELOW (T�P HP 27.90 WITH 15" TREADS uu+ Z SIDEWALK RAMP, RE: HARDSCAPE DETAILS Z 28 W AV ?,7-,,8 3 DI 27.70 E NORTH _ I / " �X - - / � - -,- ,, " '/ " , - --------- ----------- ----------- ----------- �, /jAM), r r -------------- 4 I ----------- L ---------- i L INIUMS SID 01.23.04 002 DID PROG. 1 04.12.04 003 DID PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERNH/BID 02.15.05 TOV REVIEW 04.25.05 26.7 !N J TIN 27.8 RE: Al 1 BW 25.8 GARAG TRANSITION �KUM VERTICAL TO MOUNTAB CURB AND GUTTER. SIDEWAL P. RE: TOP OF PROPOSED >E D ILS RETAINING WALL-30- - , \ MATCH EXISTING GROUND 41 PROPOSED 2&63 26.07 0' WIDE SIDEWALK 4 24.17 25.10 J +2115 PRO CON TIS S EWALK R IMP, ARDSCAPE DETAIL P LIONSOUARE 25.4'�, 't, 4 LODGE ROPOSED 4, C CRETE PAN 24.9 SIDEY IMP, RE: HARDSCAP AILS 7A 4 - + ­_=­ ti 25.47 25 2 26.1- 2V - 2V 2 . 01 H Z T CH EXISTING + 2�,�5 6" RISERS WITH X 16" TREADS + 24.25 HP 27.90 5- §,5 TW LIONSHEAD CENTER _j DI L - - - - - - - - - - - - - - - - - - - - - - - - - - A 27.95 " , i , 27.85 8123,?6 w 812170-, F.F� 8123.25A 27.95 DI 27.70 1j + 2 3 2 �. 5 3 --i 27.95 21C -t, 23.6 23 �i 2s 23L 7 + 14 DI 26-24 27.95+ 2 23. + 26 0- + 27.95 L4MITS 1OF GARAGE AND A 2% 3.� 1% + 27.�)5 23.8+ 511,328.32 HP 27.90 5PNNELS BELOW TYP) 1% x , \ 27.8527.85 ,27.85 1 _� fl 1% + 1.1% 1% 1.257, 1% 27± X + _7 -----_---_--- C� 23.55 HP 23.53 HP 1 3 23.48 TOP iD 811 2742 05 '"7 25.T5 _+ 9 5 8.0 26.74�'- 26.25 22.7+ 4 14 1% #27.70 5. 0%' .48 % 23.0+ + 27.7� 26.58 .48 -21.7 - 2617/ 1 \ LJP 28. 23.76 9 11 \ 23.7�� + 6" RISERS tWITH 2 2. 1 + 25.08 25 16 TREAD$ +26.5 6- /Z 2­ RISERS WITH 26,2+ 18 TREADS 24�5+ < �:A: t: ------------- :+ BIKE PATH TO BE RE.��PWSTKUCTED 21. WHERE REQUIRED A A KL�il_ll_ I OF +25.5 UTILITY IN�jAtLATIQNS OR CONSTP)r.<TION DISTURBANCE. PATH 23,2+ jp WIDE WITH 3" HBP OVER 2 - RE: HARDSCAPE DETAILS x 25.4+ 2 GRAPHIC SCALE CHAIR 20 0 10 20 40 25,2� F Y 7 IF IN FEET 25. Y inch 20 ft. 25 3m; EAGLE BAHN GONDOLA 25�8 24,7-i- 25 24- Z c- RE EQ61�K A UTILIT� INSTALLJ�o6i� CONSTRUCTIOW-01MI,: B-Aj� '0, -- - ---- 10, WI­ TW -4 4 1 To BE lm� 6" ABC. RE: -4An 24�7+ v', LEGEND PROPERTY LINE - - - - - - - - - - - - - - - - EXISTING EASEMENT , LIONS PRIDE EXISTING BUILDING 50 EXISTING EDGE OF PAVEMENT APPROX. 50' STREAM SETBACK APPROX. 100 YEAR FLOODPLAIN mmmammsmmmm C*VIC kit I ,0 RE t) P 76 Denver, Colorado MAS'IT-.R PIANNFR DESIGN ARCHITECr HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROF & NPWl J, RNGENE F.RS, INC AVON, COLORADO I�IEP ENGINEERS CATOR, RLJMA AND ASSOCINITS, CO. DENVER, COLORADO C M 1, FN G IN R F, R ALPINE ENGINEERING, INC. EDWARDS, COLORADO LNTERIOR DESIGN SI IFER DRSIGNS, EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION D A'I E 001 SID 01.23.04 002 DID PROG. 1 04.12.04 003 DID PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERNH/BID 02.15.05 TOV REVIEW 04.25.05 C B N PROJECT KEYPIAN C 10B PROPOSED GRADING PLAN