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HomeMy WebLinkAboutB06-0018 Construction Plansa� d N CV 7t 0 r- 0 0 N N 3 uJ 0 U 0 U a� V) 0) 3 v 0 a 0 F- A HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS 1- TRENCH AND CONDUIT 1. 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. 3. Power facilities to be placed parallel to deeper utilities will have a horizontal separation from the deeper utility greater than the depth of such utility below final grade. 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 will be performed as required by the governmental entity or other party 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 retaining wall shall be constructed behind the vault. D. All vaults will be installed so that the top pad 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 vault on sides where the pad - mounted equipment will not have access doors. 6. uiy :Cross Energy provided ground rods shall be fuiiy driven with no more than six iriche: of rud cxpuscu 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 A_ Entrance conduit: No. of conduits size _type PVC B. Distribution conduits: No. of conduits size type C. All conduits are to be equipped with minimum %" polypropylene pull line. D. 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. E. 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. F. Use only rigid, watertight conduit in floor slabs. G. No exposed cable runs which exceed 50 feet will be permitted inside of any building without the use of fitted metallic conduit, in accordance with the National Electric Code, B.G. 70 -798 Section 800 -50, Exception No. 3, H. 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. 1. Conduit(s) will be furnished, installed and maintained by Premises Owner and reserved for the exclusive use of Qwest Communications. J. 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. K. Conduits, labs, water /gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for, use by Qwest communications. L. Conduit(s) terminating at a utility pole must be attached to the pole and extend to a minimum height of 12" AFG. M. Weather heads are to be placed to a height of 20 feet Above Finish Ground and must maintain a minimum clearance of 12" from any foreign power supply source. 2. GROUNDING: A. Premises Owner /Developer to provide a #6 AWG solid core copper ground wire from the Qwest backboards and connected back to the power company's multi - neutral ground source. 3. TELEPHONE SERVICE CABINETS: A. Nema -3r rated and equipped with full -sized hinged cover with adequate weather resistant gasket ring. B. Inside rear panel must be equipped with 3/4" plywood backboard. C. Cabinet to be mounted and centered at a height of 52" AFG. D. Maintain a minimum of 12" radial clearance from any foreign power supply source /equipment. E. Maintain a minimum of 36" of clear space to the front of cabinet for safe worker access, in accordance with the National Electric Code, B.G. 70 -27, Section 110 -34, Table 110- 34(a). 4. SPLICE VAULTIMAINTENANCE 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. -NOTICE- 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 -days prior 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 SAM TOOLEY AT LEAST 48 -HOURS IN ADVANCE. 4. All inside wiring must meet Qwest Communication's minimum standard of 4 -pair (8- conductor) #24 AWG color -- -coded twisted pair copper wire and each must be identified by unit # at the telephone backboard /terminal cabinet location. 5. Qwest Communications will require a minimum notification period of 30 -day-s prior to wall insulation in order to complete placement of Network Termination Wiring and SNi devices in Option -3 multi - family projects. 6. In accordance with Qwest Communication's applicable Tariff Schedules, the Premises owner /Developer is required to provide the appropriate path and /or supporting structure for use by Qwest Communications in the placement of network Termination Wiring, as described in items 4 & 5, above. The appropriate path /supporting structure may consist of, but is not limited to, conduits(s) or pre - drilled wall studs and floor /ceiling joists. 7. Should Premises Owner /Developer fail to meet the appropriate notification schedule as stated in item 5, above, Qwest Communications shall not be obligated to meet the requirements until such time as Premises Owner /Developer has met the requisite path /structural requirements. 99 010 Nw4ftl 0 F% 0 = It W 114� N DWI 0 1 0 P a " so " I T.:�7 vA d l ti i fir � 0, E3 u aP C3 9CZ30 13 DC30 C3 ki lab- y `�l r � : � � � •� err � ''� � .r � ,'"'� AN Ri7►AL? SCALE 1 " = 4000' VICINITY MAP 0 CHAIR I 011 1 1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. 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. ERW &SD and Alpine Engineering are to be notified by the Contractor at least 48 hours prior to any sewer line construction for a pre - construction meeting. 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. All sewer mains shall be constructed with ASTM D3034 SDR 35 polyvinyl chloride pipe. Pipe materials shall conform to ASTM D -1784. Joints shall be bell and spigot type with a rubber gasket and conform to ASTM D -1869 and D -3212. 7. The contractor shall verify existing pipe or manhole inverts at tie -in points prior to construction staking. 8. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and County requirements. Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 inches. 9. 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 11 cement with a minimum 28 -day compressive strength of 3000 psi. 10. All pipe shall be constructed with standard pipe bedding as shown in the sanitary sewer details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with 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 are 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. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Sold 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 push -on joints, AWWA C111, class 52, pressure rating 350 psi. All water mains to hove a minimum 7' cover. 7. All water mains shall be hydrostatical tested in accordance with AMD standards. Chlorine testing shall be done in accordance with AMD standards. 8. Provide thrust blocks on all waterline bends. 9. Provide 10' minimum horizontal separation between water and sewer lines or encase per Colorado Department of Health requirements. 10. 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. 11. 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. 12. Lay copper wire along the water mains, and cad -weld, per current ERWSD requirements. 13. Refer to the mechanical drawings for all utilities within 5 feet of the buildings and all utilities inside the building. 14. Verify all existing pipe invert elevations prior to construction, 15. Provide as -built drawings with (2) ties to water line valves, bends, and sewer clean -outs and notify Peak Land Surveying of installation who will record field surveyed locations. - 1. See Shaiiow utility Details sheet for Town of Vaii general notes. 2. All 90' vertical bends in conduit shall have a 3' minimum radius. All 90` horizontal conduit bends shall have an 5' minimum radius. 3. All trenches shall be back filled and compacted to 95% standard proctor. Backfill material shall be soil free of top soil, organic material, frozen material and all non - structural material. 4. When multiple conduits are placed in the same trench, Contractor to provide minimum 12" separation between CATV /Telephone conduits and Electric conduits. Refer to detail sheets. 5. 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. 6. Provide 2' of select back fill above conduits and lay warning tape as required by the Utility Companies. 7. Provide 10' clear area for electric transformer and switch gear doors. 8. It is the Contractors 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. 9. The Contractor shall install all conduits, vaults, pads, pull boxes and pull strings. The gas lines, transformers, switch gears and all other to be installed by the respective Utility Company. 10. The Contractor shall install conduits for the electric, phone and cable lines as shown on the plans. 11. All work shall comply to the individual Shallow Utility Companies rules and regulations. 12. The Contractor shall verify location and elevation of all existing utilities, culverts and underdrains prior to construction. 13. The Contractor shall repair and /or replace existing underdrains disturbed by construction to the satisfaction of the Engineer. 14. The Contractor shall install pull strings in all conduits with the exception of joint trench service stubs. 15. it is the Contractor's responsibility to field locate all utilities, irrigation lines, electrical lines, light poles, etc. on site prior to construction. 16. The Contractor is warned that conflicts with existing utility services may exist. 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 oil permits and inspections which ore 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 sholl 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. Contractor is to provide dewatering for groundwater encountered during excavation and trenching as required. 25. The General Contractor is to keep a copy of the construction activity plan at the site at all times. 26. Contractor to protect all trees that are to be preserved during construction operations. 27. 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. 28. Proposed utilities will need to be staked both horizontally and vertically. Contractor shall coordinate with engineer to determine which utilities may need to be contructed deeper because of proposed grading. 29. Contractor to install, inspect and maintain sediment control measure to ensure 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. CIVIL COVER SHEET SHEET I N DEC SHEET C01.0 PROPERTY LiNE AND EASEMENT PLAN SHEET CO2.0 EXISTING CONDITIONS PLAN SHEET CO3.0 BEDROCK AND BORE HOLE LOCATION PLAN SHEET C04.0 ROADWAYS LAYOUT AND GEOMETRY PLAN SHEET CO5.0 EROSION AND SEDIMENT CONTROL PLANS SHEET C06A -C SITE DEMOLITION PLAN SHEET C07.0 GARAGE ROOF DRAIN PLAN SHEET C08.0 OVERALL GRADING PLAN SHEET C09.0 NORTH GRADING AND DRAINAGE PLANS SHEET C1OA -D CENTER GRADING AND DRAINAGE PLANS SHEET C11 A -C SOUTH GRADING AND DRAINAGE PLANS SHEET C12A -C STORM PLAN AND PROFILES (EAST) SHEET C1 3A STORM PLAN AND PROFILES (EAST) SHEET C1 3B STORM PLAN AND PROFILES (WEST) SHEET C1 4A STORM PLAN AND PROFILES (WEST) SHEET C1 4B CHALETS STORM DRAINAGE PLAN SHEET C1 4C STORM SEWER OWNERSHIP PLAN SHEET C1 4D CHALET STORM PROFILES SHEET C1 4E GRADING AND DRAINAGE DETAILS SHEET C15.0 GRADING AND DRAINAGE DETAILS SHEET C16.0 SANITARY SEWER PLAN SHEET C17.0 SANITARY SEWER PROFILES SHEET C18.0 WATER PLAN SHEET C19.0 ERW &SD 12" UPGRADE PLAN AND PROFILE SHEET C19A WATER PROFILES SHEET C20.0 FiRE HYDRANT AND FDC LOCATION PLAN SHEET C21.0 FIRE TRUCK ACCESS PLAN SHEET C22.0 SNOWMAKING PLAN SHEET C23.0 HOLY CROSS ELECTRIC PLAN SHEET C24.0 GAS AND CATV PLAN SHEET C25.0 QWEST TELEPHONE PLAN SHEET C26.0 VA PHONE AND RACE PHONE PLAN SHEET C27.0 WATER AND SEWER DETAILS SI IEET C28.0 SHALLOW UTILITY DETAILS SHEET C29.0 STORM SEWER DETAILS SHEET C30.0 STORM SEWER DETAILS SHEET C30A STORM SEWER DETAILS SHEET C31.0 TUNNEL /MTN. ROAD PLAN AND PROFILE SHEET C32.0 VAIL ROAD AND FOREST ROAD PLAN AND PROFILE SHEET C33.0 CHALET'S DRIVEWAY PLAN AND PROFILE SHEET C34.0 PROPOSED CHECKPOINT CHARLIE IMPROVEMENTS SHEET C35.0 HARDSCAPE HEATED AREAS SHEET C36.0 SITE SIGNAGE PLAN SHEET C37.0 SIGHT DISTANCE PLAN SHEET C38.0 LOADING DOCK GRADING PLAN SHEET C39.0 LOADING DOCK TRUCK TURNING PLANS SHEET C40A -B SITE SNOW STORAGE PLAN SHEET C41.0 CHALETS WALL PLANS AND PROFILES SHEET C42A -H PROJECT CONTACTS v�� XCEL ENERGY (GAS) JIM O'NEAL (970) 262 -4003 COMCAST (CATV) JOHN FARRELL (970) 418 -8138 EAGLE RIVER WATER AND SANITATION DISTRICT FRED HASLEE (970) 477 -5449 HOLY CROSS ENERGY (ELECTRIC) LIBBY COWLING (970) 947 -5428 QWEST (TELEPHONE) SAM TOOLEY (970) 468 -6862 CIVIL ENGINEER, AEI GLENN PALMER, BOB HERBST- (970) 926 -3373 GEOTECHNICAL ENGINEER, KOECHLEIN CONSULTING ENGINEERS SCOTT MEYER (970) 949 -6009 VAIL RESORTS DEVELOPMENT CO. (OWNER) RICK CAUDEL (970) 845 -2382 LAND SURVEYOR, PEAK LAND CONSULTANTS INC. BRENT BIGGS (970) 476 -8644 VAIL ASSOCIATES PHONE DON GRESS (970) 477 -8572 VAIL ASSOCIATES RACE PHONE DAN CONWAY (970) 331 -3104 VAIL ASSOCIATES SNOWMAKING PAUL FILLION (970) 479 -4048 TOWN OF VAIL CONSTRUCTION INSPECTION LEONARD SANDOVAL (970) 390 -4677 t ¢ sv t k h s I L`? R Y �s a M illi � my f �`c E r Y >, a r e x � d t # Ez >f � al t s r } t 4 Y INK 3� zS Y zL ff'_M4 UK e= �r c. .5a . r� g o C: r ols"ERFAm'�, &" >t a. t s, .rte 3� 3 , ,{ �v i c r,a. i IN I a s . `fi. 5 K- -. �i : ., ��, �j� ,.. ' _ A > ''w �,.. ;'%�„� 4 ` . � S'�"' ✓~.: «:. 3" .. r`^ a .. '� - s m4 A IN � 7R C , 1 y� r E NS " _ �_ ARDS BG� • PA. BOX 97 4s, C • 970 OLORADO $1632, - 3 FAX 92fi 90 • UL I n,% v�� WIL -1 -5 �t SI A LJ • • 01K g, OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. -- All, COLOR. OLORA:7-N-) - LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 84259.1 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION 01 01.20.06 CONSTRUCTION ISSUE F CONSTRUCTION 4 05.15.06 BLDG DEPT RESP FINAL CONST. 04-27-07 ASI-SO13 FINAL GRADING GO RL, CqjBEK DRIVE� IL SITE SITE M CO200 SCALE: 1" = 40' � L O C LION , 'CONDOS 816 L T VAIL STCW SEVOZ MANN, ob, RIM aEV. - 8,64.8' EE N M I <1ttK COURT C VINIUMS 4CT G 8 0 �� xoat� 8787.2' SEWER MANHOLE _u M 750.8 + ; " 81 ' "' : � " I I I ,, ­ I " 1� " , 0 11 , I I I - 111 P\ " �Y FF _u _u N STORM I OF LOR DGE CAP 87DRA7 :. GyJ !,VA �Rl INLET ;, 0 000 GRATE ELEV, 5161X CH,'�k r I D N� _11A',4 GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch = 40 ft. + To Dw 7 - EG 7-7 VAJNE OF 2' CONCRETE PAN T all P'777777 LAND CONSULTANTS, INC. 970-476-8644 FAX 970-476-8616 1000 LION'S RIDGE LOOP VAIL, CO 81657 0 SITE SCALE: 1 " = 40' LEGEND EG EG EG EXISTING GAS LINE ETVI ETV1 ETV1 —m EXISTING CABLE TELEVISION PER EE — EE­C --- -� EXISTING ELECTRIC LINE MEETING W/ FLOYD SALAZAR ESM ESM ESM — EXISTING SNOWMAKING LINES EVA—RP ------- 0— EVA—RP— EXISTING SKI RACE COMMUNICATIONS ES — ES — EXISTING SANITARY SEWER EVA—PH EVA—PH— EXISTING RESORT COMMUNICATIONS EW — Ear __ &M EXISTING WATER MAIN - EVA—FO — EVA—FO EXISTING RESORT FIBER OPTIC LINE D - - - - - - - - - - - EXISTING STORM STRUCTURE EOW — EQW — EOW-----e EXISTING QWEST PHONE LINE 2002 EXISTING CONTOURS P EOW EXISTING QWEST PHONE LINE ETV — ETV — ETV —01 EXISTING CABLE TELEVISION LINE EXISTING STRUCTURE GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch = 40 ft. + To Dw 7 - EG 7-7 VAJNE OF 2' CONCRETE PAN T all P'777777 LAND CONSULTANTS, INC. 970-476-8644 FAX 970-476-8616 1000 LION'S RIDGE LOOP VAIL, CO 81657 0 SITE SCALE: 1 " = 40' EDWARDS BUSINESS CENTER • P.O. BOX 97 EDWARDS, COLORADO 81632 • 970-926-3373 - FAX 926-3390 "-VLT,*wf WrMo-W BORE HOLE LOCATION PLAN C�1' SCALE: 1" = 20' ° SITE c. ml GO V ' W, SITE EROSION ANW SEDIMENT CONTROL PLAN 1 SCALE: 1 " = 40' A ° v: j all �j SITE SITE m 1 6 v-NVC= 1;-3 SITE ��M I 36' CMP STORM TO REMAIN '1 IV, 54AT, LMT OF DISTURBANCE APPROXLVATET-Y 9.69 ACRES • UNION- 0,00, WIN BARRIERS AND BOND REQUIREMENTS. CONSTRUCTION SAFETY ON SITE AND ADJACENT IS THE CONTRACTORS RESPONSIBILITY. SITE FENCING MAY NEED TO BE SALVAGED AND STORED AT A LOCATION SPECIFIED BY THE OWNER. CHAIRLIFT #1 WILL MOST LIKELY BE SALVAGED (BY OWNER) FOR FUTURE USE AND THE SALVAGE AND STORAGE OF STRUCTURES NEEDS TO BE COORDINATED WITH THE OWNER. THE VISTA BAHN CHAIRLIFT AND THE ASSOCIATED STRUCTURES ARE TO BE RE-LOCATED (BY OWNER) AND NOT DAMAGED. THE CE FINISH BUILDING AND THE RACE FINISH TOWERS ARE TO B ELOCATED AND ALL ASSOCIATED STRUCTURES ARE TO BE � S ED AND/OR STORED. SNOWMAKITKG­STRUCTURES VALVES AND VAULTS ARE TO BE ► C� cLOCATED WiTHIN THE SITE. COORDINATE RE-LOCATION,, EI�ULE, REQUIREMENTS AND SYSTEM OPERATION WITH VAIL ,RESORtS,MO _OPERATIONS. m 1 9= I AL ky INLEIS STAIRWAY SALVAGE RE3ACQE IVA MECAL FENCING STAIRWAY SEE NOTE 7 BELOW fyti LIMITS OF DISTURBANCE 7P, COORDINATE WITH THE LANDSCAPE ti ARCHITECT FOR THE REMOVAL AND CE MENT ALL ATION FFdQAI COORDINATE WITH ALL OF THE APPROPRIATE UTILITY COMPANIES FOR M K� _ 4AMIL THE REMOVAL AND SALVAGE OF ALL CONCRETE ON SITE STRUCTURES THE PROPOSED TIE-IN TO WALL "TA S EIBE)kT I CIRCLE N OF THE SITE ARE TO BE COORDINATED wiTH�rHE PROPOSED TOWN OF VAIL (TOV) STREETSCAPE PROJECT. THE EXISTING 36" CMP STORM SEWER EAST TO MILL CREEK WILL B USED FOR PROPOSED DRAINAGE AND IS TO BE PROTECTED DURING CONSTRUCTION. THE EXISTING CONCRETE WALLS NEAR THE LOS AMIGOS DECK ARE TO BE PROTECTED DURING CONSTRUCTION AND ARE TO BE MODIFIED BUT NOT DAMAGED. 6 Ts OF LODGE AT VAIL I M E ASPHALT -mum = VVEWAY, NN , PE Z I E�Xfgnn GRADING ELECTRIC VAULT TO LIMITS OF • UNION- 0,00, WIN BARRIERS AND BOND REQUIREMENTS. CONSTRUCTION SAFETY ON SITE AND ADJACENT IS THE CONTRACTORS RESPONSIBILITY. SITE FENCING MAY NEED TO BE SALVAGED AND STORED AT A LOCATION SPECIFIED BY THE OWNER. CHAIRLIFT #1 WILL MOST LIKELY BE SALVAGED (BY OWNER) FOR FUTURE USE AND THE SALVAGE AND STORAGE OF STRUCTURES NEEDS TO BE COORDINATED WITH THE OWNER. THE VISTA BAHN CHAIRLIFT AND THE ASSOCIATED STRUCTURES ARE TO BE RE-LOCATED (BY OWNER) AND NOT DAMAGED. THE CE FINISH BUILDING AND THE RACE FINISH TOWERS ARE TO B ELOCATED AND ALL ASSOCIATED STRUCTURES ARE TO BE � S ED AND/OR STORED. SNOWMAKITKG­STRUCTURES VALVES AND VAULTS ARE TO BE ► C� cLOCATED WiTHIN THE SITE. COORDINATE RE-LOCATION,, EI�ULE, REQUIREMENTS AND SYSTEM OPERATION WITH VAIL ,RESORtS,MO _OPERATIONS. m 1 9= I AL ky INLEIS STAIRWAY SALVAGE RE3ACQE IVA MECAL FENCING STAIRWAY SEE NOTE 7 BELOW fyti LIMITS OF DISTURBANCE 7P, COORDINATE WITH THE LANDSCAPE ti ARCHITECT FOR THE REMOVAL AND CE MENT ALL ATION FFdQAI COORDINATE WITH ALL OF THE APPROPRIATE UTILITY COMPANIES FOR M K� _ 4AMIL THE REMOVAL AND SALVAGE OF ALL CONCRETE ON SITE STRUCTURES THE PROPOSED TIE-IN TO WALL "TA S EIBE)kT I CIRCLE N OF THE SITE ARE TO BE COORDINATED wiTH�rHE PROPOSED TOWN OF VAIL (TOV) STREETSCAPE PROJECT. THE EXISTING 36" CMP STORM SEWER EAST TO MILL CREEK WILL B USED FOR PROPOSED DRAINAGE AND IS TO BE PROTECTED DURING CONSTRUCTION. THE EXISTING CONCRETE WALLS NEAR THE LOS AMIGOS DECK ARE TO BE PROTECTED DURING CONSTRUCTION AND ARE TO BE MODIFIED BUT NOT DAMAGED. 6 Ts OF LODGE AT VAIL I M E ASPHALT -mum = VVEWAY, NN , PE Z I AUG Z 7 2007 SAFEbullt Colorado m �,_ DRIVLz 0 (0 SITE C07sO mm ftv. mft e "pt UTILITY PLANS AUG Z 7 2007 SAFEbullt Colorado m �,_ DRIVLz 0 (0 SITE C07sO 2 W s Q d' Ch Q7 0 CD N cU N d- 3 a c 0 0 W CIL O 3 0 0 rn rn O IL C p7p I PH IN OF SHORING DI THIS SUBMITTAL ,, ' ►"M �II OF SOIL NAILS =IMATELY 21' FROM OF SOIL NAIL WALL a ..,+ ! � t11� �!) H HI -40 RIGID FOAM 30004 -8A or Equivalent (See Foam Consultant Plan) NOTE: With Grote 1/2" Min. and grout above flange SEE MECHANICAL lus.lt� �f,■.rv.: — SHEET NUMBER , +:�-�znua`yrirr� SOIL SHOULD BE BELOW Set drain With Waterproofing — BOTTOM OF FOOTING FINISH GRADE EDGES Membrane Clamp Ring and I F It III _ - - - � j - - —_ _ _ ( �II _� r 'l ''�L. .#it — SHEET NUMBER � ., -. ... DRAIN CLEANOUT DETAIL. — EXISTING GRADE M2 — MICROPILE TYPE { a ' �t�i��is i ?•�i --.. - s.. . RCH . _ I • i ( ' • .'._ # I Ili 'rte �ru ��S�t� • ANCH F TIEBACK ,j � �'� i fAR'4�fK� ♦ lei 1 I� s ' �I .� FCA Sap- ow1 t ■_ ItC`A h A � t- 1��1 �7rt i -�� I�II111 ®�I�!�,,'• 't y�iiilii4 I��ti1l*ifi�r•"' _- - --"° � m I _ _ _ _ ,; �I1� C,. � = • . �• _ 1 �� • ,.VII — ,r�r��' -'' ._.- - 11�_ .. _ _ , -- �s , :.s I ! �� .. ,J��' ar ars sF Us i�'l.�L•� ,' _� ;,y i -, W W y 7►► i9dLL+.M'! l'YrTTs a� # -Rx .. _. ► 1f �i.;�r+_ = • sy. e y _: I IIIII� 1111111 [ _ ..� :J VIII■ � :, '._ -- 6(ri �1[i _..R, �lrl,� +� �.w�,r����Iifhlrl i1rE .Ir: I ■ _ T "UNAIU[�11►I �1�t► ;lri Ir i >f f i E �1I'i • E - ��. � - - i � �' � �1 -� • =a_: a...:.::�oaR - � .. "--'.,:- ��'�.: -. '=°- °��" -: ::�; �_ .•.x.'. _ `� • • _......_ �"+i ° n �r�ir.�.r■.rw 1 FIEL VERIFY LOCATI • r•' • 'D SIZE F IEAMS 1-26 PRIOA •' _ Y• .r_i1�Ir, antes. _ CRANE PAD SHEE 2 - � I .. '� � �■ � ` .rr "'+.�." 3� .^.._ .. : mom.. t:Y_ ?Z1 R'��� r:YZal rvZdr racz3s.Y Y rilaA , I:A�T•7 .►, , f 1.�:��s�. �� im J.5 I TOP OF ` 1 . OR: NG- APPROXIMATE f SHORING WALL LOCATION ELEVATOR {{RR 0 M BURRITO DRAIN. 3/4 WASHED 1.5 MAX /AVERAGE t ,) ` - - It ROCK WRAPPED IN MIRAFI 1401,4 Tor of C ONCRETE SHALL BE DENOTED THUS 0 -° SLO PE wIEGRwY eeTxEETY raNrs. `'-.. Z �� �� 1 FABRIC. (APPROXIMATELY 12"x 4" PERF. PVC MIRAFI M9000 DRAIN 24" TYPICAL) SEE PLUMBING PLANS FOR SYSTEM. PLACE DRAIN CONNECTION POINTS WATERPROOFING AND PROTECTION BOARD MASTIC TAPE INSTALLED PER ARCHITECT. DOWNHILL FROM THE ROOF SUBDRAIN IN ORDER TO / REDIRECT DRAINAGE INTO SUBDRAIN. Zzz � O s < L CONCRC TE GARA4S n� cK . -? <� G I T < ' PROVIDE A GAP IN THE MIRADRAIN M9000 UNDER THE ROOF SUBDRAAN. ROOF SUBDRAIN DETAIL Cost Iron Drain, Josam Set drain with Waterproofing Cast Iron Drain, Josam H HI -40 RIGID FOAM 30004 -8A or Equivalent (See Foam Consultant Plan) NOTE: With Grote 1/2" Min. and grout above flange SEE MECHANICAL PLANTING MATERIAL OR — SHEET NUMBER SOIL SHOULD BE BELOW Set drain With Waterproofing — BOTTOM OF FOOTING FINISH GRADE EDGES Membrane Clamp Ring and form invert to drain from — CROSS SECTION REFERENCE top of 3" topping to inlet SI DRAIN — SHEET NUMBER DECD DRAIN CLEANOUT DETAIL. — EXISTING GRADE PLAN Planting Soil and -or Sod Maximum Depth = 1.5' 2 x 2 x 1.0' SEE LANDSCAPE PLANS Precast Conc. Box D & L 1 -9224 �\ /\ Frame & Grote c SEE D DRAIN BOARD SPECS. Storm Pipe ��( ✓ WATERPROOFING MATERIAL +� TING EXISROOF € PPl r G � ,.. SEE ARCHITECTURAL PLANS a; +' °= • �^ " ° ®. °'. a�; , a .aa + ;EXISTING ROOF SYSTEM Maximum 4" Concrete :4 Topping to Grade Y•' '� ;Y w �� A v Outlet Pipe •tea* � SEE MECHANICAL INLET BOX ALLOW PIPES TO ENTER AND ACCESS TO ROOF PENETRATION (SHALLOW DEPTH INSTALLATION) 2 x 2 PRECAST AREA INLET DETAIL D l 1 -1/2:1 SLOPE "r. I � t 81 BOTTOM OF SH LOCATED MINIM BUILDING D FO ` A . w 3. DENOTES Pose- TENSImBEAM TYPE. RE EWM EDIT.E AND DETAILS ON SHEET Sow A. � �� 3 4 °` ' ' u A. 3 ^ a, RE TYPICAL wLpLY NFGRC£O CONCRETE DETAILS ON 5003. O '^ .. ,p •,°@` Q'�` P 3. RE.-TYPICAL LANDSCAPING SITE WALL STAIR DETAILS ON BUILDING E SHEET SOTi. ® 6. ASSUMED nMSH SURFACES ME AS FOLLOWS; t4 • `• b. ROAD e MA'-MM SOL DEPTH ON EPS FOM LL ON O r WEAR AB. ..r^ AT ZONES i_D' SOIL ALLOWED. -- -- APPROXI j � ...- .— '-"' ....- ♦ ,,� �� '� •s �` ' 7. A S DICATE TH SOOi� STUD RONFORCING IS REGURM. RE: SECTION ARD `� SHORING WALL .8 '1► 4 `°~ ., INLET BOX ALLOW PIPES TO ENTER 16 �. LOCATION rr�� AND ACCESS TO ROOF PENETRATION (SHALLOW DEPTH INSTALLATION) ° .,, ` ~' ♦ f 2 x 2 PRECAST '~ �`•_ �' '' PENETRATION ACCESS DETAI LEGEND 30006 -8A or Equivalent Membrane Clamp Ring and Omit Grote and grout form invert to drain from 1/2" Min above flange top of 3" topping to inlet --­1 s 2•°' 6 ' a h 6' MIN. ti Nk — ELEVATION REFERENCE — SHEET NUMBER — SOLDIER BEAM W /TIEBACK — SLOPE (8150) — BOTTOM OF FOOTING 0 — CANTILEVERED SOLDIER BEAM — SHORING LINE — CROSS SECTION REFERENCE 20 — SOLDIER BEAM NUMBER — SHEET NUMBER 8170 — EXISTING GRADE M2 — MICROPILE TYPE a — MICROPILE I � t 81 BOTTOM OF SH LOCATED MINIM BUILDING D FO ` A . w 3. DENOTES Pose- TENSImBEAM TYPE. RE EWM EDIT.E AND DETAILS ON SHEET Sow A. � �� 3 4 °` ' ' u A. 3 ^ a, RE TYPICAL wLpLY NFGRC£O CONCRETE DETAILS ON 5003. O '^ .. ,p •,°@` Q'�` P 3. RE.-TYPICAL LANDSCAPING SITE WALL STAIR DETAILS ON BUILDING E SHEET SOTi. ® 6. ASSUMED nMSH SURFACES ME AS FOLLOWS; t4 • `• b. ROAD e MA'-MM SOL DEPTH ON EPS FOM LL ON O r WEAR AB. ..r^ AT ZONES i_D' SOIL ALLOWED. -- -- APPROXI j � ...- .— '-"' ....- ♦ ,,� �� '� •s �` ' 7. A S DICATE TH SOOi� STUD RONFORCING IS REGURM. RE: SECTION ARD `� SHORING WALL .8 '1► 4 `°~ ., INLET BOX ALLOW PIPES TO ENTER 16 �. LOCATION rr�� AND ACCESS TO ROOF PENETRATION (SHALLOW DEPTH INSTALLATION) ° .,, ` ~' ♦ f 2 x 2 PRECAST '~ �`•_ �' '' PENETRATION ACCESS DETAI LEGEND 30006 -8A or Equivalent Membrane Clamp Ring and Omit Grote and grout form invert to drain from 1/2" Min above flange top of 3" topping to inlet --­1 s 2•°' 6 ' a h 6' MIN. ti Nk SEE DETAIL SHEETS P 3.15 O NOT DISTURB �XISTING HEATED /p/ 47 -COORDINXT VAIL ROAD RIVEWAY ! \ , O "Ca WWORK --WITH THE"WI-ILLOWS '�N-$TRUCTI PROJECT 4. _5 2 % -BLEN2 T N�_ 65 C-0 , --EXISTING GRADES MATCH EXI 71N6 00 GRADE - - - - - - - - - - - - - - -,-EX STORM SEWER MANHOLE PROPOSED CURB PROPOSED �R, BLtND,,TO AND GUTTER, SE IOP DETAIL SHEETS D K D X4S_T1 N G �00 I J .- --2' GRAV R A \iE� �I­WELEV: 8176.9 INV: 81-6,8.2 "00 ROADWA�'-R_LATFORM. arry SEE LANDSCAPE PLANS FOR SITE 8 4- WALf INFORMATION /AND ADDITIONAL DETAILS AND NOTES ry C ALL VAIL ROAD P'R-OROSED CURB WORK 'WI-TH THE WILLOWS CTIGN_ PROJECT AND GUTTER, SEE �k CONSTRU DETAIL SHEETS X r Ca LEN6_TO_MATCH qy-�� 0 X] - E S-TIN G GRAb - s , , 1-, 7 B LE N Q_ _TQ- AYC H 30 11 G GRADES 77� A - P-R-OPOSED -T/PER w �,Ti �ZS E, PROP D 9LO `1 ' 10e , iL __ 7 ELECTRICA TRWS N SECTION . . .... -SEE DETAIL ­SHEETS Q \ T W f'- r7 k 79.5 - 7 , r 6 '5 9134 7 _G�H PO '7-1 J NT N, 9100%1 10 BLEND TO MATCH +Z4 REMOVE/REPLACE ) EXISTING CURB VI q GR n= AND INLET FR AM AT H" (3, v� \1 cl�_" fl /1 7 " L x A . ..................... , v- y" _14 PROPOSED DITCH AND SHOULDER ` RE-GRADE PROPOSED 6' TAPER TRANSITION SECTION, SEE DETAIL SHEETS R2 LOT I F 1 1*1 m • EXISTING LEGEND EXISTING SANITARY SEWER I'll DC:VV OU.0 _8190 GAS LINE ----------------- EXISTING ELECTRIC LINE G ATE- EXISTING SKI RACE COMMUNICATIONS 8167.86 EXISTING TW 88.0 F ,DP EXISTING RESORT FIBER OPTIC LINE --------------------------- OH - + 8173.8 BEW 82.0 92 ■ QWEST PHONE LINE 2002 --- ----------- EXISTING REMOVE/REPLACE APPROXIMATE EXISTING CABLE TELEVISION LINE ------------------------- m EXISTING STONE SHORING WALL PROPOSED COMCAST CATV LINE a WALKWAY TO 9 TW 02.0 ELEC. SPLICE VAULT MATCH PROPOSED P28 LOCATION BEW 97. GRADING _T C 98 ■ ■ ID IN, U S F S. - 8200 ■ IU.0 -- 7 , , . - I N, IN, _ TW 10.0 BEW 04.0 --8- 8 2 x < R4E 4, N.. 2.92 0 6 D 08 N-. BLEND MATCH EXISTING 26'c N, -GRADE - - - - - - - - - .- 12-6"Ris s 8210 11-14" read 00- 2 21,8 19.39 8- ise 1 T-1 - P28 ■ 29- IN 19.6 19.54 TV. 2 6. 0 EXISTING LEGEND EXISTING SANITARY SEWER I'll EXISTING GAS LINE ----------------- EXISTING ELECTRIC LINE PROPOSED CONTOURS EXISTING SKI RACE COMMUNICATIONS 8167.86 EXISTING RESORT COMMUNICATIONS ,DP EXISTING RESORT FIBER OPTIC LINE --------------------------- OH EXISTING QWEST PHONE LINE 2002 --- ----------- EXISTING QWEST PHONE LINE ------- ------------- rm EXISTING CABLE TELEVISION LINE ------------------------- m EXISTING CABLE TELEVISION EXISTING SNOWMAKING LINES IMI 4 PROPOSED EXISTING SANITARY SEWER I'll EXISTING WATER MAIN ....................................... J5 EXISTING STORM STRUCTURE PROPOSED CONTOURS PROPOSED ELECTRIC 8167.86 EXISTING SPOT ELEVATION RESORT RACE PHONE EXISTING CONTOURS PROPOSED EXISTING AND PROPOSED FOR TYPES OF ROADS, WALKS, WALLS ETC. BUILDING FOOTPRINT IMI 4 PROPOSED LEGEND PROPOSED TOP/BOTTOM STAIR I'll TS 80.5 /8S 80.0 • W - et K# PROPOSED GAS LINE ....................... PROPOSED CONTOURS PROPOSED ELECTRIC PROPOSED CURB AND GUTTER PROPOSED RESORT RACE PHONE Structural Stacked REINFORCED WALL & BOULDERS PROPOSED RESORT PHONE LINE ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. PROPOSED RESORT FIBER OPTIC LINE PROPOSED QWEST PHONE LINE ------------------- PROPOSED COMCAST CATV LINE a PROPOSED ELEC. SPLICE VAULT TRANSFORMER /SWITCH GEAR ................................... 4. .......... TEMPORARY ELECTRIC SERVICE PROPOSED SNOWMAKING LINE I m i NINE ty-1 41100 .. 1 N." I ell Jt )< 84 01 2. Uf 0 1 L T +87 83.0+ 8 x� \_1 LOCKERS FF \j I i 8 X�\ N V1, 'dill- �vu A DN C N C V, 0 IN X, , z . ..... .... 4- ' x I I 84.5 A , ... . .. 2`� XNJ '\4­ 6 > A I , A ;< tarry K X , N - x: 8 N , X' _ \ X, + 17 90 81.' 4 84 ;,Z_ - 8 2 02.4 01-8-0 02 02-1+ I \88.3+ 88­� TW 8203.58 GRADING PLAN. GENERAL NOTES: --------------- PROPOSED SEWER PROPOSED WATER Ta-UTT-111URNAPH90409 FVZMM PROPOSED STORM PIPING/MH PROPOSED TOP/BOTTOM STAIR I'll TS 80.5 /8S 80.0 • W - et K# 85.11+ 8185.11+ PROPOSED SPOT ELEVATION PROPOSED CONTOURS 8170- PROPOSED CURB AND GUTTER 00 PROPOSED STRUCTURAL WALL, Structural Stacked REINFORCED WALL & BOULDERS Cast In place Boulders ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. I m i NINE ty-1 41100 .. 1 N." I ell Jt )< 84 01 2. Uf 0 1 L T +87 83.0+ 8 x� \_1 LOCKERS FF \j I i 8 X�\ N V1, 'dill- �vu A DN C N C V, 0 IN X, , z . ..... .... 4- ' x I I 84.5 A , ... . .. 2`� XNJ '\4­ 6 > A I , A ;< tarry K X , N - x: 8 N , X' _ \ X, + 17 90 81.' 4 84 ;,Z_ - 8 2 02.4 01-8-0 02 02-1+ I \88.3+ 88­� TW 8203.58 GRADING PLAN. GENERAL NOTES: --------------- PROPOSED SEWER PROPOSED WATER Ta-UTT-111URNAPH90409 FVZMM PROPOSED STORM PIPING/MH PROPOSED TOP/BOTTOM STAIR PROPOSED TOP/BOTTOM WALL TS 80.5 /8S 80.0 TW 95.5 /BEW 90.0 85.11+ 8185.11+ PROPOSED SPOT ELEVATION PROPOSED CONTOURS 8170- PROPOSED CURB AND GUTTER 00 PROPOSED STRUCTURAL WALL, Structural Stacked REINFORCED WALL & BOULDERS Cast In place Boulders ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. -THE ABC LOT AND GOLDEN PEAK SKIWAY HAVE BEEN GRADED/REVISED DURING OR PRIOR TO 2005. THE CURRENT EXISTINGS CONDITIONS SHOWN DO NOT REFLECT THESE REVISIONS. VRDC HAS AGREED TO ATTEMPT TO LEAVE THE ABC LOT AS EXISTS AND BLENDING MAY BE NECESSARY OTHER THAN SHOWN HEREON. -THE CONTRACTOR IS TO VERIFY THE EXISTING CONDITIONS FOR THE JOINT UTILITY TRENCH EAST OF THE VISTA BARN CHAIRLIFT TO VERIFY DEPTH OF COVER. CONFLICTS FROM UTILITIES MAY BE ENCOUNTERED DUE TO REVISED SKI YARD GRADING 02-26-2007 SUBMITTED AND APPROVED GRADING PLANS VS. 2006 PLANS. -CURRENTLY, STORM SEWER STRUCTURES DO NOT EXIST ALONG THE MILL CREEK ROADWAY. IT IS UNCERTAIN AS TO HOW THE EXISTING DRAINAGE FUNCTIONS. THE TOWN OF VAIL HAS INDICATED THAT DRAINAGE IMPROVEMENTS FOR THIS AREA ARE ANTICIPATED IN THE NEAR FUTURE. THESE IMPROVEMENTS MAY IMPACT THE ABC YARD AND ADJACENT PROPOSED CHRISTIANA SKIWAY EAST OF THE VISTA KAHN CHAIRLIFT. IMPACTS MAY INCLUDE AN ENTRANCE DRIVEWAY CULVERT, BERMS, ROADWAY DITCHES AND INLETS, REVIEWED BY PLAN REVISIONS REFLECT VRDC MOUNTAIN OPERATIONS REVISION AND ADDITIONS TO THE VISTA KAHN SKI YARD AUG 2 7 Z007 MARCH 14, 2007. SAFEbulit C010rado SITE to > SITE N w CL 0 w a- 0 0 0) 0 a- P-- cy,BnK DRIVe'—, Golk SITE SITE SCALE: 1" = 10' Mp,-�CN 1 t �i t� t t 1 n M v "r,\,v l � 71.03 0 _. .------- a— ­­ ----------- c, EXISTING CABLE TELEVISION LINE — ---- ---- - ----- --- ---- - EXISTING CABLE TELEVISION EXISTING SNOWMAKING LINES --- --- -g --------- --------- EXISTING SANITARY SEWER —THE ABC LOT AND GOLDEN PEAK SKIWAY HAVE BEEN GRADED /REVISED DURING OR PRIOR TO 2005. THE EXISTING WATER MAIN _..•__•• ••_••__=• =6•• =m =•••_•_•• sr EXISTING STORM STRUCTURE +187.86 PROPOSED ELECTRIC .: EXISTING SPOT ELEVATION RESORT RACE PHONE EXISTING CONTOURS PROPOSED EXISTING AND PROPOSED BUILDING FOOTPRINT UK M •, I I MAN I PROPOSED LEGEND SEWER —THE ABC LOT AND GOLDEN PEAK SKIWAY HAVE BEEN GRADED /REVISED DURING OR PRIOR TO 2005. THE PROPOSED GAS LINE .. . .. .... ..... . PROPOSED ELECTRIC .: PROPOSED PROPOSED RESORT RACE PHONE PROPOSED TOP /BOTTOM STAIR PROPOSED PROPOSED RESORT PHONE LINE PROPOSED RESORT FIBER OPTIC LINE TS 80.5/8S 80.0 TW 95.5/BEW 90.0 PROPOSED QWEST PHONE LINE PROPOSED »° PROPOSED COMCAST CATV LINE Is 0 PROPOSED ELEC. SPLICE VAULT TRANSFORMER /SWITCH GEAR °•. Q......••..°° m •• °. °• °.•.•.a ° "• TEMPORARY ELECTRIC SERVICE PROPOSED SNOWMAKING LINE ,l - ----°- - --- » - - 0 PROPOSED SEWER —THE ABC LOT AND GOLDEN PEAK SKIWAY HAVE BEEN GRADED /REVISED DURING OR PRIOR TO 2005. THE CURRENT EXISTINGS CONDITIONS SHOWN DO NOT REFLECT THESE REVISIONS. VRDC HAS AGREED TO ATTEMPT TO PROPOSED WATER LEAVE THE ABC LOT AS EXISTS AND BLENDING MAY BE NECESSARY OTHER THAN SHOWN HEREON. .: PROPOSED STORM PIPING /MH —THE CONTRACTOR IS TO VERIFY THE EXISTING CONDITIONS FOR THE JOINT UTILITY TRENCH EAST OF THE VISTA PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL BAHN CHAIRLIFT TO VERIFY DEPTH OF COVER. CONFLICTS FROM UTILITIES MAY BE ENCOUNTERED DUE TO REVISED SKI YARD GRADING 02 -26 -2007 SUBMITTED AND APPROVED GRADING PLANS VS. 2006 PLANS. TS 80.5/8S 80.0 TW 95.5/BEW 90.0 85.11 8185.11+ PROPOSED SPOT ELEVATION — CURRENTLY, STORM SEWER STRUCTURES DO NOT EXIST ALONG THE MILL CREEK ROADWAY. IT IS UNCERTAIN AS TO HOW THE EXISTING DRAINAGE FUNCTIONS. THE TOWN OF VAIL HAS INDICATED THAT DRAINAGE IMPROVEMENTS 8170 PROPOSED CONTOURS FOR THIS AREA ARE ANTICIPATED IN THE NEAR FUTURE. THESE IMPROVEMENTS MAY IMPACT THE ABC YARD AND PROPOSED CURB AND GUTTER ADJACENT PROPOSED CHRISTIANA SKIWAY EAST OF THE VISTA BAHN CHAIRLIFT. IMPACTS MAY INCLUDE AN ENTRANCE DRIVEWAY CULVERT, BERMS, ROADWAY DITCHES AND INLETS. 0 PROPOSED STRUCTURAL WALL, Structural Stacked REINFORCED WALL & BOULDERS Cast In Place Boulders ALSO SEE THE PROPOSED LANDSCAPE PLANS PLAN REVISIONS REFLECT VRDC MOUNTAIN OPERATIONS REVIEWED BY FOR TYPES OF ROADS, WALKS, WALLS ETC REVISION AND ADDITIONS TO THE VISTA BAHN SKI YARD MARCH 14, 2007, AUG 2007 r i f 0 111= f ,` , lI M 4� � _ "' E — 18" THICKENED WEST EDGE TRACT 'E' PROPERTY LINE I ' v $ 3 6 "' RISERS 5 ,_ 6 » (2)14" TREADS ,> 87 7 + _ 3:1 WELDED WIRE MESH 3 ' 1 ._ 88,7 — ��. _ — --- __ _ —. _MAX _ 12" Wr HEAT TUBING ON T OF ROCKS _ - --BA_SE.._CQURSE `IM— 6" ABOVE WALK 6 35. 86.20 q °/ 18" THICKENED EDGE 4:1 87 HEATED CONCRETE - w SIDEWALK SEE LANDSCAPE PLANS FOR —' 88.26 ; `° TW 86.02 88 N .16 6.5 SITE WALL INFORMATIO -AND TW 8.7 ADDITIONAL DETAILS- AND $1 87.1 P5 NOTES 00 HEATED CONCRETE f �° 8 0 STAIRWAY CONTACT "� TGWN — CF VAIL TI 8 6" RISE /(6R GRADING R (7)14" TREADS , ' PATH AT 5% 84 86.9 +87.0 ADJACENT TO _ - TW 87,07 EXISTING 30" — SPRUCE TREE., TW 87.84 p ,•-... s, 1 5-, 3.60% 1 ,r GRADING PLAN. GENERAL NOTES: 0 RE CRSLK DRIVL ,,._ �Z L i SITE 0) ti ti LLJ O 0 w n co r) C) 0) 0) 0 'Ell GOY,V C RBFX DRlv8 �� ;� -^�`� � i�j� '^may SITE SITE SCALE: 1" = 10' GOFLU Copy- 9�4 � �t � ' j;:1 \\ y L5 \\ ES SlTE SCALE: 1 " =i2 A GDRE �Rg�K DRIVg C 3 SITE SITE SCALE: 1" = 10' im Go SITE SCALE: 1" = 10' `-- 1% MATCH EXSSTI G GRADE $ a a „ PROPOSED GRAVEL -, ` e ' _, `A ` ♦ , 1! _ROADWAY SECTION SEE DETAIL IN, IN ` < Ap r r ' x i t 5 \ A f , S GADI 'DETA S ` N . _- TYPI AL 4 0A Y S TI O ADD DIT NA NC)T,E ` `` ..f A 1 a d BLEND' TC) MATCH EXIS __- - r ;' ° a L '`' - _ �t 2 DEEP DITCH _ - I�N- STALLED - t � � � � 'N, �` +' r - IN 2006 _ t � x 4W 7ED \ I N, s UL : ALSO SEE EROSION"o y s CONTROL PLANS SHEETS ' ' ` `� FOR ADDITIONAL DETAILS ~� f ` u � AND NOTES f '"" - . ro, , 'tea, , •., .,4'" -...` ,=... •,. • � F` „/' ,'- ` .' \. ` ", � •,, ``, � 1 � ., ° '� �` � '" ', ''".. { f ' t y 2' DEEP D I TC 11-12:1 SIDE SLOP ES-. , '► A rr \ 7 a► 8 ! + f f BLEND TO MATCH EXISTING GRADES W „ °''~' •'. , `tea. `'•• ,� `�,. � ` , '• 4 ,,,•' ,'' ,,`' "` ,% ``•.., >'` °� •,., � ., t A Ar ,f n '•� , t r fi` � ,' '^,,. r ,+' 2' DEEP DI TC ` f,f 2:1 SIDE SLOPE _r 0 � t�£ tea I,, N, EXISTING LEGEND EXISTING SANITARY SEWER PROPOSED TOP /BOTTOM WALL ......... EXISTING GAS LINE - ---------------- EXISTING ELECTRIC LINE --- �-«� -- «- EXISTING SKI RACE COMMUNICATIONS �- EXISTING RESORT COMMUNICATIONS > EXISTING RESORT FIBER OPTIC LINE - - - --- - - --- ° °- - -- EXISTING QWEST PHONE LINE 2002 ---- P -------------- EXISTING QWEST PHONE LINE RESORT FIBER OPTIC LINE - PROPOSED QWEST PHONE LINE PROPOSED COMCAST CATV LINE PROPOSED ELEC. SPLICE VAULT TRANSFORMER /SWITCH GEAR N, I S, N. N " w EXISTING LEGEND EXISTING SANITARY SEWER PROPOSED TOP /BOTTOM WALL ......... EXISTING GAS LINE - ---------------- EXISTING ELECTRIC LINE --- �-«� -- «- EXISTING SKI RACE COMMUNICATIONS �- EXISTING RESORT COMMUNICATIONS > EXISTING RESORT FIBER OPTIC LINE - - - --- - - --- ° °- - -- EXISTING QWEST PHONE LINE 2002 ---- P -------------- EXISTING QWEST PHONE LINE RESORT FIBER OPTIC LINE - PROPOSED QWEST PHONE LINE PROPOSED COMCAST CATV LINE PROPOSED ELEC. SPLICE VAULT TRANSFORMER /SWITCH GEAR I S, N " "w EXISTING LEGEND EXISTING SANITARY SEWER PROPOSED TOP /BOTTOM WALL ......... EXISTING GAS LINE - ---------------- EXISTING ELECTRIC LINE --- �-«� -- «- EXISTING SKI RACE COMMUNICATIONS �- EXISTING RESORT COMMUNICATIONS > EXISTING RESORT FIBER OPTIC LINE - - - --- - - --- ° °- - -- EXISTING QWEST PHONE LINE 2002 ---- P -------------- EXISTING QWEST PHONE LINE m- - - - _ - -a -ar_m_._.,_-_-_a_ EXISTING CABLE TELEVISION LINE ------------------------- LE EXISTING CABLE TELEVISION - S;} --- ------------- $--- --------- EXISTING SANITARY SEWER PROPOSED TOP /BOTTOM WALL EXISTING WATER MAIN ................................. sr EXISTING STORM STRUCTURE 8187,88 PROPOSED ELECTRIC EXISTING SPOT ELEVATION RESORT RACE PHONE EXISTING CONTOURS Cast In Place Boulders EXISTING AND PROPOSED FOR TYPES OF ROADS, WALKS, WALLS ETC. BUILDING FOOTPRINT PROPOSED LEGEND PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL TS 80.5/BS 80,0 »-- »_. »°- »•°� »'°� PROPOSED GAS LINE .... - ..... ....» » ft -w- PROPOSED ELECTRIC PROPOSED CURB AND GUTTER PROPOSED RESORT RACE PHONE Structural Stacked REINFORCED WALL & BOULDERS Cast In Place Boulders PROPOSED RESORT PHONE LINE FOR TYPES OF ROADS, WALKS, WALLS ETC. PROPOSED RESORT FIBER OPTIC LINE - PROPOSED QWEST PHONE LINE PROPOSED COMCAST CATV LINE PROPOSED ELEC. SPLICE VAULT TRANSFORMER /SWITCH GEAR I S, N " PROPOSED LEGEND PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL TS 80.5/BS 80,0 »-- »_. »°- »•°� »'°� PROPOSED GAS LINE .... - ..... ....» » ft -w- PROPOSED ELECTRIC PROPOSED CURB AND GUTTER PROPOSED RESORT RACE PHONE Structural Stacked REINFORCED WALL & BOULDERS Cast In Place Boulders PROPOSED RESORT PHONE LINE FOR TYPES OF ROADS, WALKS, WALLS ETC. PROPOSED RESORT FIBER OPTIC LINE - PROPOSED QWEST PHONE LINE PROPOSED COMCAST CATV LINE PROPOSED ELEC. SPLICE VAULT TRANSFORMER /SWITCH GEAR °w..........°•. ° ° ° ®.m........ °aa........... TEMPORARY ELECTRIC SERVICE - PROPOSED SNOWMAKING LINE Z f, PROPOSED WATEM ::b•. PROPOSED STORM PIPING /MH PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL TS 80.5/BS 80,0 TW 95.5 /8EW 90.0 85.11 + 8185 + PROPOSED SPOT ELEVATION PROPOSED CONTOURS 8170-- PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, Structural Stacked REINFORCED WALL & BOULDERS Cast In Place Boulders ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. I S, Z f, PROPOSED WATEM ::b•. PROPOSED STORM PIPING /MH PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL TS 80.5/BS 80,0 TW 95.5 /8EW 90.0 85.11 + 8185 + PROPOSED SPOT ELEVATION PROPOSED CONTOURS 8170-- PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, Structural Stacked REINFORCED WALL & BOULDERS Cast In Place Boulders ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. � 1 '' f -THE ABC LOT AND GOLDEN PEAK SKIWAY HAVE BEEN GRADED /REVISED DURING OR PRIOR TO 2005. THE CURRENT EXISTINGS CONDITIONS SHOWN DO NOT REFLECT THESE REVISIONS. VRDC HAS AGREED TO ATTEMPT TO LEAVE THE ABC LOT AS EXISTS AND BLENDING MAY BE NECESSARY OTHER THAN SHOWN HEREON. -THE CONTRACTOR 1S TO VERIFY THE EXISTING CONDITIONS FOR THE JOINT UTILITY TRENCH EAST OF THE VISTA BAHN CHAIRLIFT TO VERIFY DEPTH OF COVER. CONFLICTS FROM UTILITIES MAY BE ENCOUNTERED DUE TO REVISED SKI YARD GRADING 02 -26 -2007 SUBMITTED AND APPROVED GRADING PLANS VS. 2006 PLANS. - CURRENTLY, STORM SEWER STRUCTURES DO NOT EXIST ALONG THE MILL CREEK ROADWAY. IT IS UNCERTAIN AS TO HOW THE EXISTING DRAINAGE FUNCTIONS. THE TOWN OF VAIL HAS INDICATED THAT DRAINAGE IMPROVEMENTS FOR THIS AREA ARE ANTICIPATED IN THE NEAR FUTURE. THESE IMPROVEMENTS MAY IMPACT THE ABC YARD AND ADJACENT PROPOSED CHRISTIANA SKIWAY EAST OF THE VISTA BARN CHAIRLIFT. IMPACTS MAY INCLUDE AN ENTRANCE DRIVEWAY CULVERT, BERMS, ROADWAY DITCHES AND INLETS. SOUTH GRADING I'L.�NS C12 SCALE: 1" = 10' G g ggKDRIVg { O 1 SITE SOUTH GRADING I'L.�NS C12 SCALE: 1" = 10' U) N T 0 0 N N 3 u.i 0 CL 0 w 0 0 0 0 F_- VERI EXI TING UTIL�Y (TYPICAL) J0� NC DEPTH QR GRAD( T AREA 1' DEEP ITCH -- I f 4:1 4:1 SIDE LOPES .' 00 I I 8 199 ♦ }mot 8.0% r ti ~ ~ * PR OP Q'S,,ED ♦ ` } ROADIVAY' --� �►+ ' - ETA 41111, o \ } + 8200 } r M TCH EXISTING GRADES \ \ aft '� 1._ } is ,, } Yw 3 ' 4 W LANDSCAPE 41 1 I N, 00 0 all►''` .,,�, �' Fr' "} ` , ..{ } ., },.. .r' . ° • n: " }� r' / () .. 0% &19 RE LIFT i �R `. '� fi° t `° .�� _,'` } 1 PROP D TOW R , ��� } 'w. `,, `` \.,• `... ..r'" A` ;, .`,t^ . i• r k 9 - ;,.,u yam •_ x F ,,!' r ,". -•-" r . } } .7 - - �P - RC3P4 C GR �1EL ' -' -' � ABLE E EV =8 3.43 Y F < d R0 D _ E f w TAI S TS C? AA ~ s A C`TI � II . D� L�'r SIDE � EE Q �. r `k p } } F L T TO WE .. r � - r�'� t r ,. O� f r. "�.. ; l� '}. .,. �,{ }. E .� ff,.. .� u ' F e < F ° ^ 1 1 5} ,t ti r P P' , S E GRA r'EL e . ROADWAY ECTION : -- - f SEE DET }AI /SHEETS/ r 7 r 2 / R V GR LK DRIVg N. y 5 / t f } .F ;' "r ,•'` F EXISTING LEGEND PROPOSED LEGEND SITE GRADING PLAN GENERAL NOTES: _,.s_ .-,._, _�.__,.��.�� -- EXISTING GAS LINE ------------ - - ---- ---------- - --- -- EXISTING SNOWMAKING LINES ��— �°W°°°� ~°°�^ ^°�� ~~�-�°- PROPOSED GAS LINE — ^�-� �°�°°@� �°�� �- -°°- -� PROPOSED SEWER —THE ABC LOT AND GOLDEN PEAK SKIWAY HAVE BEEN GRADED /REVISED DURING OR PRIOR TO 20Q5. THE CURRENT EXISTINGS CONDITIONS SHOWN DO NOT REFLECT THESE REVISIONS. VRDC HAS AGREED TO ATTEMPT TO - -- --- ------ ---a EXISTING ELECTRIC LINE -S --- ---- w- •------- -- -m-m -- -_ - - -- EXISTING SANITARY SEWER ....................... PROPOSED ELECTRIC PROPOSED WATER LEAVE THE ABC LOT AS EXISTS AND BLENDING MAY BE NECESSARY OTHER THAN SHOWN HEREON. --— --- EXISTING SKI RACE COMMUNICATIONS EXISTING WATER MAIN PROPOSED RESORT RACE 7vm PROPOSED STORM PIPING /MH —THE CONTRACTOR IS TO VERIFY THE EXISTING CONDITIONS FOR THE JOINT UTILITY TRENCH EAST OF THE VISTA --- �- -- EXISTING RESORT COMMUNICATIONS ... sr EXISTING STORM STRUCTURE PROPOSED RESORT PHONE LINE PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL BAHN CHAIRLIFT TO VERIFY DEPTH OF COVER. CONFLICTS FROM UTILITIES MAY BE ENCOUNTERED DUE TO REVISED SKI YARD GRADING 02 -26 -2007 SUBMITTED AND APPROVED GRADING PLANS VS. 2006 PLANS. Q - ^�--- �- � ---- -- D EXISTING RESORT FIBER OPTIC LINE �»7-$6 EXISTING SPOT ELEVATION ~°� PROPOSED RESORT FIBER OPTIC LINE TS $o•5 /ss 80.0 TW 95.5 /8EW 90.0 — CURRENTLY, STORM SEWER STRUCTURES DO NOT EXIST ALONG THE MILL CREEK ROADWAY, IT IS UNCERTAIN AS - -------------------------- EXISTING QWEST PHONE LINE 2002 EXISTING CONTOURS - --- --- --- - - PROPOSED QWEST PHONE LINE 85.11 + 818511 { PROPOSED SPOT ELEVATION TO HOW THE EXISTING DRAINAGE FUNCTIONS. THE TOWN OF VAIL HAS INDICATED THAT DRAINAGE IMPROVEMENTS 8170• —..• PROPOSED CONTOURS FOR THIS AREA ARE ANTICIPATED IN THE NEAR FUTURE. THESE IMPROVEMENTS MAY IMPACT THE ABC YARD AND - ------- P ------- - -- ----- EXISTING QWEST PHONE LINE EXISTING AND PROPOSED - - - PROPOSED COMCAST CATV LINE PROPOSED CURB AND GUTTER ADJACENT PROPOSED CHRISTIANA SKIWAY EAST OF THE VISTA BAHN CHAIRLIFT. IMPACTS MAY INCLUDE AN BUILDING FOOTPRINT ENTRANCE DRIVEWAY CULVERT, BERMS, ROADWAY DITCHES AND INLETS. SCALE: 1" ,_, 10' .. �._ �._ �,_v.�,_$.��.- ....-_- .�N--_�.�� EXISTING CABLE TELEVISION LINE LT Stacked PROPOSED STRUCTURAL WALL, TRANSFORMER/SWITCH / SWITCH GEAR Structural REINFORCED WALL &BOULDERS EA � R CONTOUR INTERVAL = 2' --------- r._M_m -_.�_ _ -_� � EXISTING CABLE TELEVISION Cast In Place Boulders ..° .°° ..°°°°° ..• Rm.°• ° " ,..a.. " . $ . #* =A ®..0.•Ha TEMPORARY ELECTRIC SERVICE � PROPOSED SNOWMAKING LINE ALSO SEE THE PROPOSED LANDSCAPE PLANS PLAN REVISIONS REFLECT VRDC MOUNTAIN OPERA11ONS AUG 27 7-9 FOR TYPES OF ROADS, WALKS, WALLS ETC. REVISION AND ADDITIONS TO THE VISTA BAHN SKI YARD MARCH 14, 200 7. .��... _._. Al R V GR LK DRIVg O L q` s " �r SITE Al L Q a OD N ti a O N N ti C7} 3 0 CL O ry n. co t� a 0 a rn 0) O i- r { r W_. ' — D­E EP H r 2:1 SLOPES .f `.� VERIFY tSTING UTat Y, f A,` JOINT T�C-4 DEPTH s "PRIOR " , 8 10 r . TQ GRADING T„ A[,EA • r r f t : - N, j 22. -0 r *^ i` r ; f Y fi t 1. DEEP DITCH r f^ ` +2019 F t : s .r 2.1 SIDE SLOPE - r +200.5 \ 5 _ +2 .2 ° F t +201. s : +� s y }f �"4. _N_ _._..,- r _ ;' ,.. r :F °l ` $. ✓ T s 6 ,,N ,, .' .J .+9 yr � � � ' ( f j I f : f , ``• ' bs ' ,emu :'' -.`' :' - '' } r +21 A ` A` , � R DE IN a= � 0 . � * s1 �°1�T IG DR *, t , F , +fi F l k.�'• f �2 , F' 6' CAB OA ;>° "' ,_g CA LE EL V= 3. r PROPt)SE SPLI T RAI FENCING` f.. u ; r a 2 ' ERAL . NOTES/ FOR / P 7 r GRADING TQ- TING , 0 I f < r' r f { ' ^ EX I % s : .+`! r y r ,s ' 3 „ D I J� rd r . F r' r , N TH� S f A J r' t' } *' � , ` y },, �,,, _ f ell \. 0 J/ 1 F * a" ' ` LEND .10 M'ATcH E'XIS,-ING .` . I A S el l \ / o ' ; { .•',Y, mgt e' k• d a .- •,,,,. '. � t,. _ �. ., - , ^' "' ' ,'' `_" "` '° _ ,� v''` `� � "' t' _,°`, , ,F ...° l ..r 4 s: „ ,.. / f' e' '' ,f'` ,+°:+• c t' F N "„ r= � + � r'' r `.` {', 1 t 1 ,, ,F' . "--.` ^`-,. ."r.+. � ' I" + "' 1!' "✓ " x P d � +`F ••�� A" Au ...' f t rr r { 321 4 - f f" : .` `"' 'e ---'- `' f~ "`~- °° ..^ ,:.' „° '�. s ,..: A_}+ -"' -.`` r y y r .. y .. , • , f ,r f' " ,+''''� 4 " , ..+ ..�' ,r' f : 4 8 f ' r , s F 1.5 / l e r , `{ f .- '` --- - 8218 app ^ e .,ti. " � ^ ^, ': tt � ! DEEP DITCH A , WI TN = _ `� : 2:1 SIDE SL-O a BLE`N-D TO MATCH EXISTING GRADES` ''� . ' v ' 0.0 � � r 8220 BLEND TO MATCH EXISTING ALSO SEE EROSION , GRADES ' l CONTROL PLANS SHEETS FOR -ADDITIONAL DETAILS AND NOTES ; r 2' DEEP DITCH 2:1 SIDE SLOPES f , I - ( 20.0' ��,, --"` r f �/ BLEN•Q TO MATCH EXISTING j° I � ��� ` f 2' DEEP ` ` C H INSTALLED IN 2006 PROPOSED GRO ° ° — ROADWAY` SE CTI BLEND TO MATCH EXISTING * ) ?SEE ` DETAJL SJ i`EET§ 2� DEEP DITCH INSTALLED — f IN \ BLEND TO MATCH`` EXIS G GRADES ` SEE GRADING DETAILS FOR l TYPICAL ROADWAY SECTION �� �1 AND ADDITIONAL NOTES ' MATCH ;FEXISTING'' ` BLEND TO MATCH E TING I -. .` `° ., ° - _ GRADES .EXISTING LEGEND EXISTING SNOWMAKING LINES -------------- •�•� -_ EXISTING EXISTING GAS LINE EXISTING -- -- -.---- . - - EXISTING ELECTRIC LINE STORM STRUCTURE --- -- ----- --- EXISTING SKI RACE COMMUNICATIONS ELECTRIC —-- EXISTING RESORT COMMUNICATIONS EXISTING _-- ��-- EXISTING RESORT FIBER OPTIC LINE AND PROPOSED ------ ~ -------------------- GD EXISTING QWEST PHONE LINE 2002 BUILDING --- a ------ EXISTING QWEST PHONE LINE SCALE 1 -- 1 ------------------- - EXISTING CABLE TELEVISION LINE CONTOUR INTERVAL — 2' ------- ~ -- - --- ----------------- EXISTING CABLE TELEVISION EXISTING SNOWMAKING LINES -------------- •�•� -_ EXISTING SANITARY SEWER PROPOSED TOP /BOTTOM WALL EXISTING WATER MAIN .......................................... sT EXISTING STORM STRUCTURE +167,8& 818 PROPOSED ELECTRIC EXISTING SPOT ELEVATION PROPOSED EXISTING CONTOURS Cast In Place Boulders EXISTING AND PROPOSED RESORT PHONE LINE BUILDING FOOTPRINT PROPOSED LEGEND PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL TS 80.5/BS 80.0 TW 95.5 /BEW 90.0 85.11 + 8188 - + PROPOSED GAS LINE .. 818 PROPOSED ELECTRIC PROPOSED CURB AND GUTTER PROPOSED RESORT RACE PHONE REINFORCED WALL & BOULDERS Cast In Place Boulders PROPOSED RESORT PHONE LINE PROPOSED RESORT FIBER OPTIC LINE PROPOSED QWEST PHONE LINE PROPOSED COMCAST CATV LINE PROPOSED ELEC. SPLICE VAULT TRANSFORMER /SWITCH GEAR ......m.,........$.... " ° ° ®.... ..4.4...... TEMPORARY ELECTRIC SERVICE PROPOSED SNOWMAKING LINE PRO SEWE PROPOSED WATER e ; * MMOMMMO PROPOSED STORM PIPING /MH PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL TS 80.5/BS 80.0 TW 95.5 /BEW 90.0 85.11 + 8188 - + PROPOSED SPOT ELEVATION s PROPOSED CONTOURS 818 PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, Structural Stacked REINFORCED WALL & BOULDERS Cast In Place Boulders ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. `r fi ` ' `' i —THE ABC LOT AND GOLDEN PEAK SKIWAY HAVE BEEN GRADED/REVISED DURING OR PRIOR TO 2005. THE CURRENT EXISTINGS CONDITIONS SHOWN DO NOT REFLECT THESE REVISIONS. VRDC HAS AGREED TO ATTEMPT TO LEAVE THE ABC LOT AS EXISTS AND BLENDING MAY BE NECESSARY OTHER THAN SHOWN HEREON. C ONTRACTOR ! VERIFY THE EXISTING CONDITIONS FOR THE JOINT ♦ O BAHN CHAIRLIFT TO VERIFY DEPTH OF COVER. CONFLICTS FROM UTILITIES MAY BE ENCOUNTERED DUE TO REVISED SKI YARD GRADING 02-26-2007 SUBMITTED AND APPROVED GRADING PLANS VS. 2006 PLANS. —CU ST SEWE ST r• N OT EXIST ALONG THE MILL CREEK ROADW r ♦ A T O HOW THE EXISTING DRAINAGE FUNCTI • OF r ♦ r THAT DRAINAGE IM PRO VEMENTS ENT FOR THIS AREA ARE ANTICIPATED IN THE NEAR FUTURE. THESE IMPROVEMENTS MAY IMPACT THE ABC YARD AN# ADJACENT PROPOSED CHRISTIANA SKIWAY EAST OF THE VISTA BAHN CHAIRLIFT. IMPACTS MAY INCLUDE AN DR IVEWAY CULVE BE RO ADW AY DITCHES ♦ r t`= Gam C Rj FFK DRTVg` ,,,. --�, k s SITE �REEK DRIVL SITE STORM SEWER PLAN AND PROFILE (EAST) Amma SCALE: 1 " = 20' CD (0 C:) 0 04 2 W 0 1-- U) CL 0 Cr CL U) M '0 0 0) 0) 0 a- 89.75 89.75 89,75+ TW91,0 Two9n /89 , 8) 19WIDE' 'M ASP Carry' 4 J 9 P, 0 ?D: 0 '60 go ` 158,�72 3.00% 4.03% 10.0% . . . . . . . . . . . - - - - - ac4 j Rim--90.6 4A, J HIGI-I +fis-00 % V, 4 Top-84 In-V 7 0 " 0+ Ou 79.5 0+50 END T 110. cp 134. LF RCP TW9025. BIW89.75 a .81 ASI- 13 �'il IUAM ffl A F 10% BEG114 P 2 BEG114 0 L SITE GRAD G FINA FILE 4 N, 4 " 4.0% .15 " 41 1 10 TW 86.7 -n �,,-gqj BEW 86.2 90 V 11h` "80.5 AP .45 k 94 6 )A=80.23 W 41k* 85 R I M, 14 ��O ' '--OUT= 8220 ------ ------- ... ... ...... . '�`89.15 EL Of 9 A - .25 ZO 5u; +87.00 6 oo 8 SB4 J T9 LLI; 0 10 -t S , R� C 82GU .P A 31.57 .9 DATUM ELEV J U vl� 'A 8180, DA TbM ELEV * 8170. 00 WATERLINE. 1.20 PROPOSED 10" DIP CLEAR TO BELL L0 U 20,9. 5 co PROFILE co DIAMETER. 0) 0) Aro "007 kl� IN, +201.9 21 V 0+00 .7 �NVAN=:�l o w /` z �A 4' IN 6ut=.48, I PROFILE 21 8�g 6 0+37.57 0+00 ta t-- Iq S 6 0 04 C3 0 W 7E o 0 EL 0 Z Z to ( 6 00 00 00 1-- < = +0002 to 00 U) M r*- 0) to E 11 E 11 W ' m 0 < 0 (6 Z �2 < (a + to �;� it 7 +to_ W CL 4 It 2: OD 00 �0 00 0 W LD M F- Ui W Q M 0 to 8200'wl U- LJ C) 0 0 Z Csi 0 0 C14 - 0 0 cco C) E 0 ! co 0 C C C C G 2.3' BELL 110.58 > > -:T - - - - - - -- E > 18" RCP ai U5 11 :::::J + i2 OUT TO - C -82-00 ---- - --- � I". 1 C, 11 > P12 ISH GRAD� Station: CONCRETE ROAD CL < a. W, M < - 0 F -W 3:0 PROPOSED �8" Cr- a: < LU 0 < W 2.3' BELL 54.95 LF 01.82% + DATUM ELEV DIAMETER Inv=84.6 to VA PHONE LINE 8170.00 FINISH EXISTING PROPOSED PROPOSED 10" DIP I E ST SNOWMAKING NES TO BE GRADE 8, �8=H 0 I WATERLINE. 1.30 -- 79 16- 30 Iq ELEV �:Iu) CLEAR TO BEH 01 "t L0 0) Co PSM DIAMETER. (0 0) lu) to LINES TO BE ABANDONED .00 FO C P 00 1PROFILt 2 CONTINUED1 0 0+34.57 0+50.00 0+95.52 824T W Q E L 0 E6 Installed 20& Contractor to lower rim to proposed finish grade. 8200 EXIST 30' RCP DATUV ELEV 8180.00 00 E- 00 < 11 - 0 E > > C%`I 0 U) iR PROPOSED FINISH GRADE 6 5. 5 =F 6 - - PV C (c Wye from D1 6E Station: 0+10.6 E 0< Z (n LU V] . E Cot; It I: 00 t- U-P W W 0 o E C14 Co 'N c E I 1 11 �� 11 , UUM! 1W, L r-6 00 to 00 116 + U Inv ut =To tI NEW + CO 0 g 0 (a Co 00 Co 00 If -I- U- LJ C) 0 0 Z Csi 0 0 C14 - 0 0 17 V C) E C ' 4 X co 0 C C C C G 2.3' BELL 110.58 D Z O 0 -10 > LLI Z > D1 6D 0 0 1 co ai U5 11 PROPOSED + > ;t.0 3:: > -S 3:: - C -82-00 ---- - --- � I". 1 C, 11 > 11 > 6.� " ISH GRAD� Station: +52.1 CL < a. W, M < - 0 F -W 3:0 o)0O - C Cr- a: < LU 0 < W 0 0 POW + - +- 0 0 Inv=84.6 to VA PHONE LINE U) FINISH EXISTING PROPOSED VA FIBER OPTIC LINE MAX > U) E ST SNOWMAKING NES TO BE GRADE 8, �8=H 0 PTV - -- 79 16- 30 I 1 11 �� 11 , UUM! 1W, L r-6 00 to 00 116 + U Inv ut =To tI NEW 00 1+00 2+00 F-Wel r-mol 0 0 0 0 o'? CL 0 V) -r Of 0 (a Co 00 Co 00 If -I- U- LJ C) 0 0 Z + 0 ZoLut 00 > 17 V W 00 Z V) ZO V :3 :7- 0 0) C C � L6 0 0 E > > > > > 0 a- u) 2.3' BELL 110.58 D Z O 0 -10 > LLI Z Wye from D1 6D a_ 0 a- -17 - T E 0 04 --Ot if if if t o b b - D-A 0 -0 Z =Z CL < iL < 0 0 Z0 Z '0. Z < D-N 7 00 i2 t.-to Station: +52.1 CL < a. W, M < 04 0 F Q 0 o)0O - C < <W LU 1 Ax a) M < LU 0 < W 0 if 3; 0 E > > > >' > C: c C: -C: -C POW + - +- 0 0 Inv=84.6 to VA PHONE LINE PROPCSED FINISH EXISTING PROPOSED VA FIBER OPTIC LINE MAX > U) E ST SNOWMAKING NES TO BE GRADE OWEST LINE TO BE ABANDONED 0 PTV - to to PW- ELEV �:Iu) WATER 01 "t PROPOSED Co PSM PSM 0Z 0 rn Z lu) 01 LINES TO BE ABANDONED .00 M C, 0 C P 00 0 + - ----- ---- -- - -- -- Proposed - - 30,� RCP - -------- - -- cNi -------- -- --- 97.1 L.F. 0 0.817. n 0 000 168.2 L.F. 010.81% C'! Co 0 00 E to cNi CO CO Co 00 CO C of CO to PROFILE::2:0] 0+00 1 - .000%kl y -N 00 1+00 2+00 F-Wel r-mol 0 0 0 0 o'? CL 0 V) -r Of 0 (a Co 00 Co 00 If -I- U- LJ C) 0 0 Z + 0 ZoLut 00 T RACE BUILDING W 00 Z V) ZO V :3 :7- 0 0) C C � L6 0 0 E > > > > > 0 a- u) 2.3' BELL 110.58 D Z O 0 -10 > LLI Z - S OOOOPC5 C14 Im N M co 0 0) 0 ( W a_ 0 a- -17 LJ X - 818 La 0 - 00 0 =) UJ Z Li Z Z Q Z 0 - 0 W 0 Ld - Z U') C� if if if t o b b - D-A 0 -0 Z =Z CL < iL < 0 0 Z0 Z '0. Z < CO + C� 0 00 0 Co Lj M LJ M < < CL < a. W, M < 04 0 0 C C C I PROFILE o)0O - C < <W LU 1 Ax a) M < LU 0 < W 0 if 3; 0 E > > > >' > C: c C: -C: -C POW 0 EXISTIN�3 T o E > > GROUND r- r- > ' 00 7E T a E to VA PHONE LINE PROPCSED FINISH EXISTING PROPOSED VA FIBER OPTIC LINE MAX > U) E ST SNOWMAKING NES TO BE GRADE OWEST LINE TO BE ABANDONED PTV - PTV - 1 5co- Z AB PW- PW- PROPOSED WATER > PS - PROPOSED SEWER PSM PSM 0Z 0 rn Z SNOWMAKING UNH� LINES TO BE ABANDONED M C, 0 C P - ----- ---- -- - -- -- Proposed - - 30,� RCP - -------- - -- ---- --------- ------- Proposed 30" RCP -------- -- --- 97.1 L.F. 0 0.817. 168.2 L.F. 010.81% C'! 07) 0 to cNi PROFILE: 5] 00 CO Co 00 CO cc 00 1+00 2+00 F-Wel r-mol 0 0 0 0 o'? CL 0 V) -r Of 0 (a Co 00 Co 00 If -I- U- LJ C) 0 0 Z + 0 ZoLut 00 E5; <Z 820CE X j � W 00 Z V) ZO V :3 :7- 0 Z - UJX 4- 0 E > > > > > 0 a- u) 2.3' BELL 110.58 D Z O 0 -10 > LLI Z - FLARED a_ 0 a- -17 LJ X - 818 La 0 - 00 0 =) SANITARY SERVI�E 0 U) L- - 1-- C13 3.3' CLEAR I D-A --- 00P @ 39.06 LF I DATUM ELEV 8160.00 TEMPORARY ELECTRIC SERVICE to PE ("' I PROFILE 0+00 1:JZ) PROPOSED RPF - P 11X'/5- 8200 CL 00 Q� 'X, U- /821 Q'I 8218 DAYVM ELEV 8170.00 UJ 0 < W > W M 1 L6 STORM PIPING/MH 00 8220 PROPOSED SPOT ELEVATION OM < 0 . c O� 4 V � 60 C >>> C C r- PROPOSE FINISH GRADE EXISTING GROUND UJ 0 < W > W M 1 00 - LJ STORM PIPING/MH .--Wop CjSED-1-8-,-RCP`-----+ PROPOSED SPOT ELEVATION OM < 0 . c O� X Em PROPOSED 2.3' BELL 110.58 LF @ 3.89% CONCRETE FLARED CONTOURS DIAMETER CURB AND GUTTER END SECTION PROPOSED ELEC. SPLICE VAULT TRANSFORIVIER/SWITCH GEAR TEMPORARY ELECTRIC SERVICE PE PE (6 ELECTRIC PG 1:JZ) PROPOSED (0 1 1PROFILE 41 POW PROPOSED QWEST PHONE LINE 00 PVA-PH- to PROPOSED LEGEND V) < J 04 07300=0 PROPOSED STORM PIPING/MH CL 818all X PROPOSED SPOT ELEVATION OM < 0 . c O� X Em PROPOSED BELOW GRADE ELEV. > -8170 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED ELEC. SPLICE VAULT TRANSFORIVIER/SWITCH GEAR TEMPORARY ELECTRIC SERVICE PE PE PROPOSED ELECTRIC PG PG PROPOSED GAS LINE POW POW PROPOSED QWEST PHONE LINE PVA-PH- PVA-PH- PROPOSED VA PHONE LINE PVA- ----m PVA-FO- PROPOSED VA FIBER OPTIC LINE PVA-RP- PVA-RP- PROPOSED VA RACE PHONE PTV - PTV - PROPOSED COMCAST CATV LINE PW- PW- PROPOSED WATER PS PS - PROPOSED SEWER PSM PSM PROPOSED SNOWMAKING LINE EXISTING LEGEND EG - EG - EG EXISTING GAS LINE EE - --E EXISTING ELECTRIC LINE EVA-RP ------- �0- EVA-RP EXISTING SKI RACE COMMUNICATIONS -EVA-PH-----0--EVA-PH- EXISTING RESORT COMMUNICATIONS - EVA-FO - EVA-FO EXISTING RESORT FIBER OPTIC LINE EQW - EOW - EOW EXISTING QWEST PHONE LINE 2002 � ;r W - EXISTING QWEST PHONE LINE ETV ETV ETV ---a EXISTING CABLE TELEVISION LINE ETV ET ETV1 -M EXISTING CABLE TELEVISION PER MEETING W/ FLOYD SALAZAR ESM ESM ESM EXISTING SNOWMAKING LINES ES - ES - ES EXISTING SANITARY SEWER --M-- EW - EW -----Q�- EXISTING WATER MAIN - - - - - - - - - - - EXISTING STORM STRUCTURE 8170-, EXISTING CONTOURS SCA T -t--.E ALL PROFILES: - 11) TZ 1" 20'HOIVI ONTAL 1 2 0' V E ifx' -'*vL I C - AU Notes: 1. All storm drains and culverts shall be constructed in accordance with the Technical Specifications. 2. Types of structures refer to the Colorado Department of Trrinsportation M & S Standards, CDOT Specifications, or ore included In the details. 3. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the location of all utilities prior to commencement of ony construction. 4. All drain pipes shall be installed with the required bedding. 5. Elevations shown are at pipe invert unless otherwise shown. 6. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. 7. Where any part of the storm drain system is located in a fill section, provide fill material compacted to 95 % AASHTO T99 density from the original undisturbed ground up to structure bottom slabs and pipe bedding. 8. Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert outfalls unless otherwise noted. 9. All storm drain and culvert outfalls to have End Sections or Endwalls unless they are to be extended in the future. 10. Inlet boxes to be oversized to accommodate pipe size where necessary. Provide AASHTO HS-20 truck load rated top slab to accommodate grate and frame for oversized boxes. 11. All Reinforced Concrete Pipe Joints shall utilize Type R-4 Rubber Gasket Joints which shall be in accordance with AASHTO M198 and ASTM C443 (standard specs. for joints for circular concrete pipe using rubber gaskets) 12. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. 13. Curb and Gutters shall be installed in such a manner as to insure positive drainage in all areas, as shown. 14. All inlets to have an 18" sump (excepting small landscape area inlets). C30.0) for additonol rims and inverts. 0+00 C PROPOSED DIP* 1 *PROP(TSED 10 DIP CtS 18�' RC PR OS RRE HYDRANT LINE WATER MAIN LINE �Rill 5S I DIP 0 1 i WATE Z SERVICE 91.73 LF 0 4.58% 1.0 CLEAR 1.0' CLEAR 2.3' BEL- DIAMETER 1+00 0 f� W 0 00 - 00 Lj -- L.s 0 W, GRAVEI .]ROAD > 00- PROPO D 18" RPP CONCRETE FLARED END SECTION DI 1+00 U.1 V) < J 04 C� o 00 U 0, CL EXISTING - GROUNa - � if r- E 7 > (nz (3 �g OM < 0 . c O� I i2 C.E- > - - - - 7 pRopOSED C PROPOSED DIP* 1 *PROP(TSED 10 DIP CtS 18�' RC PR OS RRE HYDRANT LINE WATER MAIN LINE �Rill 5S I DIP 0 1 i WATE Z SERVICE 91.73 LF 0 4.58% 1.0 CLEAR 1.0' CLEAR 2.3' BEL- DIAMETER 1+00 0 f� W 0 00 - 00 Lj -- L.s 0 W, GRAVEI .]ROAD > 00- PROPO D 18" RPP CONCRETE FLARED END SECTION DI 1+00 U.1 WZ Z0 CL 00 04) C! r- 04 00 00 LO Z + CL - ,(A CQ QQ 0 2 E > > C PROPOSED DIP* 1 *PROP(TSED 10 DIP CtS 18�' RC PR OS RRE HYDRANT LINE WATER MAIN LINE �Rill 5S I DIP 0 1 i WATE Z SERVICE 91.73 LF 0 4.58% 1.0 CLEAR 1.0' CLEAR 2.3' BEL- DIAMETER 1+00 0 f� W 0 00 - 00 Lj -- L.s 0 W, GRAVEI .]ROAD > 00- PROPO D 18" RPP CONCRETE FLARED END SECTION DI 1+00 U.1 WZ Z0 CL 00 04) to =Z C) - 0 4 00 FTAII W ME 0 v CR K DRIvRcz.� -3 �� k C-- � P 0 0 Ar 0 MW � _ � CN CL SEE DETAIL C30.1 D. RIM=8163.8 39 PROPOSED LEGEND INV IN 30"=57.6 P40 W, NOR am W-1a PROPOSED STORM PIPING/MH 8185.11 x PROPOSED SPOT ELEVATION INV IN 15"=59.75 kp ~` ~~ EX STORM 3E0U]R MANHOLE RIM ELEV. 8176.9 ' � |N\( 810I2 - \ 1 7g � C14 C) 04 CL 11 0 DATUM ELEV 00 R 11 PROFILE 71 0 0 0 00 00 tQ '1Z to rn 0 r, 0000 Z A— CP am SED 18 RCP PROPO PROPOSED 18 RCP 8 PROPOS DIAMETER PROPOSED 6 PVC SANITARY PROPOSED 18" RCP 19 PROPOSED 6' DIP ;0 00 WATER SERVICE Ulm 4*M 0 1.5X 1.1 / � r 1 mm 110A IE '70' POST �-_-\ \ ' -- CONSTRUCT V DEEP I Inv Out-09.31 7E 6 Inv 24 In-09.51 00 N 4 0 U j to CO 0 ENTIRE PATH Dl\��, PROFII li�-77 BEGIN PROF11 E 18 rnm^r-1, r_- LO MW of CO r r � C14 K) EXISTING GROUND. EXISTING , LO 00 Q 0 GRADES TO REMAIN IN C11 C� 00 11 (0 C'I 06 PARKING AREA. 0 00 C 00 11 2 6 If Y ffffff nj 11 3a REPLACE EXISTING 30" CMP NTH 14 LIF 30" BEGIN PROFILE 23;; W 10 in DATUM ELEV ZE W END PROFILE' 23' 1 7g � C14 C) 04 CL 11 0 DATUM ELEV 00 R 11 PROFILE 71 0 0 0 00 00 tQ '1Z to rn 0 r, 0000 Z A— CP am SED 18 RCP PROPO PROPOSED 18 RCP 8 PROPOS DIAMETER PROPOSED 6 PVC SANITARY PROPOSED 18" RCP 19 PROPOSED 6' DIP ;0 00 WATER SERVICE Ulm 4*M 0 1.5X 1.1 / � r 1 mm 110A IE '70' POST �-_-\ \ ' -- CONSTRUCT V DEEP I Inv Out-09.31 7E 6 Inv 24 In-09.51 00 N 4 0 U j to CO 0 ENTIRE PATH Dl\��, PROFII li�-77 BEGIN PROF11 E 18 rnm^r-1, r_- LO MW of CO r r 1 7g � C14 C) 04 CL 11 0 DATUM ELEV 00 R 11 PROFILE 71 0 0 0 00 00 tQ '1Z to rn 0 r, 0000 Z A— CP am SED 18 RCP PROPO PROPOSED 18 RCP 8 PROPOS DIAMETER PROPOSED 6 PVC SANITARY PROPOSED 18" RCP 19 PROPOSED 6' DIP ;0 00 WATER SERVICE Ulm 4*M 0 1.5X 1.1 / � r 1 mm 110A IE '70' POST �-_-\ \ ' -- CONSTRUCT V DEEP I ' \x 7E 6 DITCH ADJAC�TNO To 00 N 0 U j to CO WW ENTIRE PATH Dl\��, PROFII li�-77 rnm^r-1, r_- LO MW of CO r r � C14 K) EXISTING GROUND. EXISTING , LO 00 Q 0 GRADES TO REMAIN IN C11 C� 00 11 (0 C'I 06 PARKING AREA. 0 00 C 00 11 2 6 If REPLACE EXISTING 30" CMP NTH 14 LIF 30" W 10 DATUM ELEV ZE W 1 ' 1 PROFILE 91 OD 0+00 1+00 Ul N 00 to LO CL Oil CL n if co LEV Z Ln 70.W X W X LId B. P�OP'OSE�� 5- 18" RCP W CONTRACTOR TO LOCATE SHALLOW laws an r In UTILITIES (HORIZONTAL AND 1`1 W VERTICAL) AND CONTACT AD TO C 5 0 ADJUST PROFILE AS NEEDED. Q0 UTILITIES MAY NEED TO BE EXPOSED (0 (0 AND LOWERED FO Fo 0+00 0+07400 PROFILE 81 CL to 00 0 00 70 0 go MEA CO DATUM ELEV F01 DENOTES UTILITIES THAT MAY NEED TO BE LOWERED DEPENDING ON ACTUAL FIELD ELEVATION OF LINE/CONDUIT. Of00 EM — ETV1 — ETVI ----M EXISTING CABLE TELEVISION PER MEETING W/FLOYD SAL/\ZAR ---ee ESM ---^ESM — EXISTING SNOWMAKING LINES ss--~~~sa~~--su— EXISTING SANITARY SEWER ~�~m��~�aw~�~�^ax EX|STlN(� WATER MAIN �� ����====��=�� � EXISTING STORM STRUCTURE .� � 8170 -~-� EXISTING CONTOURS �� PROFILES: ��� �� �~��� ���U �� �������� ALL � ����� �������° � ��r���' l[�^r U --' ��V � K �K�i U ��� �[�J U � ��~� �������������� " '�AL ` 20 ' U -- ��K � �J ��.�� TIC � ��� ` ��� Nntea� 1 All storm drains and culverts ahoU be constructed in accordance with the Technical ouUl 2. Types of structures refer to the Colorado Department of Transportation W & S Standards, CDOT Specifications, or are included In the details. 3. Alpine Engineering, Inc., oaeurneo no responsibility for utility locations. It is the Contractors responsibility to field verify the location of all utilities prior to commencement of any construction. 4. All drain pipes aho|| be installed with the required bedding. 5' Elevations shown are at pipe invert unless otherwise shown. G. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. T Where any port of the storm drain system is located in o fill section, provide fill nnotodo| compacted to 06 % AASHTO TQA density from the original undisturbed ground up to ubmotune bottom o|ube and pipe bedding. D' Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert ouifoUo un|aue otherwise noted' Q' All storm drain and culvert outfaUa to have End Sections or EndwoUa un|oao they are to be extended in the future, 10. Inlet boxes to be oversized to accommodate pipe niro where neoouoory. ProVide AASHTO HS-20 truck |nod rated top o|ob to noonnnmodoto grate and frame for oversized boxes. y 11. All Reinforced Concrete Pipe Joints shall utilize Type R-4 Rubber Gasket Joints which ahuU be in accordance with AASHTO M198 and A3TW C443 (standard apooa' for joints for circular concrete pipe using rubber gaskets) ' 12. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. r 13. Curb and Gutters ahoU be hnatuUad in such o manner as to insure positive drainage in all or000, as shown. 14` All inlets to have on 18~ sump (excepting small landscape area inlets). 15. Not all storm sewer has been profiled. See Storm Sower DotoUa /ahoot v7 K C30.0\ for additional rims and inverts. K 0. WIN 0 N m EXISTING PROPOSED 0 ONO 11 it �IP5,0 POSED CLEAR Z Z 0 C pv~r�c)/u.�uu CP Pik EXISTING LEGEND 2. EXISTING GAS LINE 6 P42 RIM EX -E1--EE EE EXISTING ELECTRIC LINE 06-07-0� PROPOSE 42 � ...._~..~~~ � RIM � ~�~ |NV OUT =62.42 � ~ ~ �~~�s�-p�~�~�~��c�-px�~�^ ���TlN(� RESORT COMMUNICATIONS ~^ |NV IN =62.6 ~� | 00 41 cw+ro ~�~�� - cxx pn~-~-~~(� EXISTING RESORT FIBER (lPTl(� LINE ~�~ � | ,~ � -~�Eon sm* sow~�~�� EXISTING QWEST PHONE LINE 2002 =^ RIK4="8167.70 ��J\/ |@ 18"=63.57 �� sow�~�~� EXISTING QWEST PHONE LINE �@V !N 12"=63.57 A" * -- ~�~�l E)(|STl�J{� CABLE TELEVISION LINE |�JV OUT 18"=63.37 ETV -�~�� sr« �-~�~ ETV K A l Jill Of BEGIN PROFILE 1�. In I Q ��� SITE CL 7E 6 00 N 0 U j to CO El MW of CO r r � CL to 00 0 00 70 0 go MEA CO DATUM ELEV F01 DENOTES UTILITIES THAT MAY NEED TO BE LOWERED DEPENDING ON ACTUAL FIELD ELEVATION OF LINE/CONDUIT. Of00 EM — ETV1 — ETVI ----M EXISTING CABLE TELEVISION PER MEETING W/FLOYD SAL/\ZAR ---ee ESM ---^ESM — EXISTING SNOWMAKING LINES ss--~~~sa~~--su— EXISTING SANITARY SEWER ~�~m��~�aw~�~�^ax EX|STlN(� WATER MAIN �� ����====��=�� � EXISTING STORM STRUCTURE .� � 8170 -~-� EXISTING CONTOURS �� PROFILES: ��� �� �~��� ���U �� �������� ALL � ����� �������° � ��r���' l[�^r U --' ��V � K �K�i U ��� �[�J U � ��~� �������������� " '�AL ` 20 ' U -- ��K � �J ��.�� TIC � ��� ` ��� Nntea� 1 All storm drains and culverts ahoU be constructed in accordance with the Technical ouUl 2. Types of structures refer to the Colorado Department of Transportation W & S Standards, CDOT Specifications, or are included In the details. 3. Alpine Engineering, Inc., oaeurneo no responsibility for utility locations. It is the Contractors responsibility to field verify the location of all utilities prior to commencement of any construction. 4. All drain pipes aho|| be installed with the required bedding. 5' Elevations shown are at pipe invert unless otherwise shown. G. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. T Where any port of the storm drain system is located in o fill section, provide fill nnotodo| compacted to 06 % AASHTO TQA density from the original undisturbed ground up to ubmotune bottom o|ube and pipe bedding. D' Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert ouifoUo un|aue otherwise noted' Q' All storm drain and culvert outfaUa to have End Sections or EndwoUa un|oao they are to be extended in the future, 10. Inlet boxes to be oversized to accommodate pipe niro where neoouoory. ProVide AASHTO HS-20 truck |nod rated top o|ob to noonnnmodoto grate and frame for oversized boxes. y 11. All Reinforced Concrete Pipe Joints shall utilize Type R-4 Rubber Gasket Joints which ahuU be in accordance with AASHTO M198 and A3TW C443 (standard apooa' for joints for circular concrete pipe using rubber gaskets) ' 12. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. r 13. Curb and Gutters ahoU be hnatuUad in such o manner as to insure positive drainage in all or000, as shown. 14` All inlets to have on 18~ sump (excepting small landscape area inlets). 15. Not all storm sewer has been profiled. See Storm Sower DotoUa /ahoot v7 K C30.0\ for additional rims and inverts. K 0. WIN 0 N m EXISTING PROPOSED 0 ONO 11 it �IP5,0 POSED CLEAR Z Z 0 C pv~r�c)/u.�uu CP Pik EXISTING LEGEND 2. EXISTING GAS LINE 6 P42 RIM EX -E1--EE EE EXISTING ELECTRIC LINE 06-07-0� PROPOSE 42 � ...._~..~~~ � RIM � ~�~ |NV OUT =62.42 � ~ ~ �~~�s�-p�~�~�~��c�-px�~�^ ���TlN(� RESORT COMMUNICATIONS ~^ |NV IN =62.6 ~� | 00 41 cw+ro ~�~�� - cxx pn~-~-~~(� EXISTING RESORT FIBER (lPTl(� LINE ~�~ � | ,~ � -~�Eon sm* sow~�~�� EXISTING QWEST PHONE LINE 2002 =^ RIK4="8167.70 ��J\/ |@ 18"=63.57 �� sow�~�~� EXISTING QWEST PHONE LINE �@V !N 12"=63.57 A" * -- ~�~�l E)(|STl�J{� CABLE TELEVISION LINE |�JV OUT 18"=63.37 ETV -�~�� sr« �-~�~ ETV K A l Jill Of BEGIN PROFILE 1�. In I Q ��� SITE go MEA CO DATUM ELEV F01 DENOTES UTILITIES THAT MAY NEED TO BE LOWERED DEPENDING ON ACTUAL FIELD ELEVATION OF LINE/CONDUIT. Of00 EM — ETV1 — ETVI ----M EXISTING CABLE TELEVISION PER MEETING W/FLOYD SAL/\ZAR ---ee ESM ---^ESM — EXISTING SNOWMAKING LINES ss--~~~sa~~--su— EXISTING SANITARY SEWER ~�~m��~�aw~�~�^ax EX|STlN(� WATER MAIN �� ����====��=�� � EXISTING STORM STRUCTURE .� � 8170 -~-� EXISTING CONTOURS �� PROFILES: ��� �� �~��� ���U �� �������� ALL � ����� �������° � ��r���' l[�^r U --' ��V � K �K�i U ��� �[�J U � ��~� �������������� " '�AL ` 20 ' U -- ��K � �J ��.�� TIC � ��� ` ��� Nntea� 1 All storm drains and culverts ahoU be constructed in accordance with the Technical ouUl 2. Types of structures refer to the Colorado Department of Transportation W & S Standards, CDOT Specifications, or are included In the details. 3. Alpine Engineering, Inc., oaeurneo no responsibility for utility locations. It is the Contractors responsibility to field verify the location of all utilities prior to commencement of any construction. 4. All drain pipes aho|| be installed with the required bedding. 5' Elevations shown are at pipe invert unless otherwise shown. G. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. T Where any port of the storm drain system is located in o fill section, provide fill nnotodo| compacted to 06 % AASHTO TQA density from the original undisturbed ground up to ubmotune bottom o|ube and pipe bedding. D' Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert ouifoUo un|aue otherwise noted' Q' All storm drain and culvert outfaUa to have End Sections or EndwoUa un|oao they are to be extended in the future, 10. Inlet boxes to be oversized to accommodate pipe niro where neoouoory. ProVide AASHTO HS-20 truck |nod rated top o|ob to noonnnmodoto grate and frame for oversized boxes. y 11. All Reinforced Concrete Pipe Joints shall utilize Type R-4 Rubber Gasket Joints which ahuU be in accordance with AASHTO M198 and A3TW C443 (standard apooa' for joints for circular concrete pipe using rubber gaskets) ' 12. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. r 13. Curb and Gutters ahoU be hnatuUad in such o manner as to insure positive drainage in all or000, as shown. 14` All inlets to have on 18~ sump (excepting small landscape area inlets). 15. Not all storm sewer has been profiled. See Storm Sower DotoUa /ahoot v7 K C30.0\ for additional rims and inverts. K 0. WIN 0 N m EXISTING PROPOSED 0 ONO 11 it �IP5,0 POSED CLEAR Z Z 0 C pv~r�c)/u.�uu CP Pik EXISTING LEGEND 2. EXISTING GAS LINE 6 P42 RIM EX -E1--EE EE EXISTING ELECTRIC LINE 06-07-0� PROPOSE 42 � ...._~..~~~ � RIM � ~�~ |NV OUT =62.42 � ~ ~ �~~�s�-p�~�~�~��c�-px�~�^ ���TlN(� RESORT COMMUNICATIONS ~^ |NV IN =62.6 ~� | 00 41 cw+ro ~�~�� - cxx pn~-~-~~(� EXISTING RESORT FIBER (lPTl(� LINE ~�~ � | ,~ � -~�Eon sm* sow~�~�� EXISTING QWEST PHONE LINE 2002 =^ RIK4="8167.70 ��J\/ |@ 18"=63.57 �� sow�~�~� EXISTING QWEST PHONE LINE �@V !N 12"=63.57 A" * -- ~�~�l E)(|STl�J{� CABLE TELEVISION LINE |�JV OUT 18"=63.37 ETV -�~�� sr« �-~�~ ETV K A l Jill Of BEGIN PROFILE 1�. In I Q ��� SITE EM — ETV1 — ETVI ----M EXISTING CABLE TELEVISION PER MEETING W/FLOYD SAL/\ZAR ---ee ESM ---^ESM — EXISTING SNOWMAKING LINES ss--~~~sa~~--su— EXISTING SANITARY SEWER ~�~m��~�aw~�~�^ax EX|STlN(� WATER MAIN �� ����====��=�� � EXISTING STORM STRUCTURE .� � 8170 -~-� EXISTING CONTOURS �� PROFILES: ��� �� �~��� ���U �� �������� ALL � ����� �������° � ��r���' l[�^r U --' ��V � K �K�i U ��� �[�J U � ��~� �������������� " '�AL ` 20 ' U -- ��K � �J ��.�� TIC � ��� ` ��� Nntea� 1 All storm drains and culverts ahoU be constructed in accordance with the Technical ouUl 2. Types of structures refer to the Colorado Department of Transportation W & S Standards, CDOT Specifications, or are included In the details. 3. Alpine Engineering, Inc., oaeurneo no responsibility for utility locations. It is the Contractors responsibility to field verify the location of all utilities prior to commencement of any construction. 4. All drain pipes aho|| be installed with the required bedding. 5' Elevations shown are at pipe invert unless otherwise shown. G. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. T Where any port of the storm drain system is located in o fill section, provide fill nnotodo| compacted to 06 % AASHTO TQA density from the original undisturbed ground up to ubmotune bottom o|ube and pipe bedding. D' Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert ouifoUo un|aue otherwise noted' Q' All storm drain and culvert outfaUa to have End Sections or EndwoUa un|oao they are to be extended in the future, 10. Inlet boxes to be oversized to accommodate pipe niro where neoouoory. ProVide AASHTO HS-20 truck |nod rated top o|ob to noonnnmodoto grate and frame for oversized boxes. y 11. All Reinforced Concrete Pipe Joints shall utilize Type R-4 Rubber Gasket Joints which ahuU be in accordance with AASHTO M198 and A3TW C443 (standard apooa' for joints for circular concrete pipe using rubber gaskets) ' 12. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. r 13. Curb and Gutters ahoU be hnatuUad in such o manner as to insure positive drainage in all or000, as shown. 14` All inlets to have on 18~ sump (excepting small landscape area inlets). 15. Not all storm sewer has been profiled. See Storm Sower DotoUa /ahoot v7 K C30.0\ for additional rims and inverts. K 0. WIN 0 N m EXISTING PROPOSED 0 ONO 11 it �IP5,0 POSED CLEAR Z Z 0 C pv~r�c)/u.�uu CP Pik EXISTING LEGEND 2. EXISTING GAS LINE 6 P42 RIM EX -E1--EE EE EXISTING ELECTRIC LINE 06-07-0� PROPOSE 42 � ...._~..~~~ � RIM � ~�~ |NV OUT =62.42 � ~ ~ �~~�s�-p�~�~�~��c�-px�~�^ ���TlN(� RESORT COMMUNICATIONS ~^ |NV IN =62.6 ~� | 00 41 cw+ro ~�~�� - cxx pn~-~-~~(� EXISTING RESORT FIBER (lPTl(� LINE ~�~ � | ,~ � -~�Eon sm* sow~�~�� EXISTING QWEST PHONE LINE 2002 =^ RIK4="8167.70 ��J\/ |@ 18"=63.57 �� sow�~�~� EXISTING QWEST PHONE LINE �@V !N 12"=63.57 A" * -- ~�~�l E)(|STl�J{� CABLE TELEVISION LINE |�JV OUT 18"=63.37 ETV -�~�� sr« �-~�~ ETV K A l Jill Of BEGIN PROFILE 1�. In I Q ��� SITE pv~r�c)/u.�uu CP Pik EXISTING LEGEND 2. EXISTING GAS LINE 6 P42 RIM EX -E1--EE EE EXISTING ELECTRIC LINE 06-07-0� PROPOSE 42 � ...._~..~~~ � RIM � ~�~ |NV OUT =62.42 � ~ ~ �~~�s�-p�~�~�~��c�-px�~�^ ���TlN(� RESORT COMMUNICATIONS ~^ |NV IN =62.6 ~� | 00 41 cw+ro ~�~�� - cxx pn~-~-~~(� EXISTING RESORT FIBER (lPTl(� LINE ~�~ � | ,~ � -~�Eon sm* sow~�~�� EXISTING QWEST PHONE LINE 2002 =^ RIK4="8167.70 ��J\/ |@ 18"=63.57 �� sow�~�~� EXISTING QWEST PHONE LINE �@V !N 12"=63.57 A" * -- ~�~�l E)(|STl�J{� CABLE TELEVISION LINE |�JV OUT 18"=63.37 ETV -�~�� sr« �-~�~ ETV K A l Jill Of BEGIN PROFILE 1�. In I Q ��� SITE Q ��� SITE a CREEK DRIVE GdRE Qji SITE SCALE: 1 " = 20' FAII r SITE CHA LETS S TORM ' M ' ; 2 P LA N C14C SCALE ! " =lR GA A 99 9# � \ A 2 9 \ \\ � STR SITE CHA LETS S TORM ' M ' ; 2 P LA N C14C SCALE ! " =lR 0 am • • db UX, .. . . ...... OWNER/DEVELOPER VAIL RESO DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWFRTO,N NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECr NO: 84259.1 nkidu FINAL CONST. BLDG DEPT RESP FINAL CONST. ORB Cy"SEK G d qn SITE SITE STORM SEWER OWNERSHIP PLAN �/e 11 SCALE: 1" = 30' � C, C :) 00 04 < if 1 0 . > Q::x c 10 0 W W C) 0 0-.ffi oew {� PROPOSED 6 0 PVC h8 L.F. 82001 i I i w 0- i ^-1 - 7n IZVY PVC 2p L.F. 040.86% 8190 PROPOSED 6"! 6 14.29%i 8180 DATUM ELEV 4) 82 -22 0 -c 210 E s- 0 C) 0 +LO 0 r z 00 E 00 00 <.2 ii ca 81 m cn 8180 DATUM ELE� 8170.00 PROPOSED 18" RCP c5 23 L.F. 0 to 1.00% ;_0 CONTRACTOR TO FIELD VERIFY SHALLOW UTILITY LOCATIONS AND CONTACT ENGINEER WITH ANY CONFLICTS WITH STORM SEWER. DATUM 4 ) r- 0 00 + n 6 L0 U-) ml < u� --I- UT < .2 1, (n 1 + co -4 to Q. t o C) z to rt C5 I + — ��-ct c,4 7 87�cq " 00, 11 i C11 C-4 w 1 0 + -j co 04 < 1 1 0 C4 OR cq 11 �11 Zo I x --t if t i 0 0 If V) 0 to cn, a- LO m m < 0 z z z 0 0 A Z EXI S'j GRO -c (D a t u") < t:-c-q (j) E 0 04 z < 0 CL 00 > > 0 r---z K-. PROPOSED FINIS H I :2 i n NG 0 ND 0 Lu LLJ L DATUM ELET C -j z -j z PROPOSED 8 L PVC jwm V) V) PROPOSED z 0 Oi Ify-U 00 U) � 1 1 z 0 C c" " cj co 11 a- _ PROPOSED CI- - 00 0 04 00 Z 00 it 2: " it >- N Z oo C4 FINISH 00 5 � 04 Z co 04 co WIIIOJn-1111 1moz Ld I 0 ZN 04 o 64 11 1 GRADE c- E m u E 11 > < 11 — co PROPOSE[ x cr- (o r) > a- oil C) U) N x c , E > > > 8220 (o UJ z N -J CL > W C _ 0. C, C, z i,- . z EXISTING GROUND C-4 8210 8220 r, 00 00 00 CO rr - u- if < 8210 P0 t2 To SLAB P � C, C :) 00 04 < if 1 0 . > Q::x c 10 0 W W C) 0 0-.ffi oew {� PROPOSED 6 0 PVC h8 L.F. 82001 i I i w 0- i ^-1 - 7n IZVY PVC 2p L.F. 040.86% 8190 PROPOSED 6"! 6 14.29%i 8180 DATUM ELEV 4) 82 -22 0 -c 210 E s- 0 C) 0 +LO 0 r z 00 E 00 00 <.2 ii ca 81 m cn 8180 DATUM ELE� 8170.00 PROPOSED 18" RCP c5 23 L.F. 0 to 1.00% ;_0 CONTRACTOR TO FIELD VERIFY SHALLOW UTILITY LOCATIONS AND CONTACT ENGINEER WITH ANY CONFLICTS WITH STORM SEWER. DATUM 4 ) r- 0 00 + n 6 L0 U-) ml < u� --I- UT < .2 1, (n 1 + co -4 to Q. t o C) z to rt C5 I + — ��-ct c,4 7 87�cq " 00, 11 i C11 C-4 w 1 0 + -j co 04 < 1 1 0 C4 OR cq 11 �11 Zo I x --t if t i 0 0 If V) 0 to cn, a- LO m m < 0 z z z 0 0 A Z EXI S'j GRO -c (D a t u") < t:-c-q (j) E 0 04 z < 0 CL 00 > > 0 r---z K-. PROPOSED FINIS H I :2 i n NG 0 ND 0 < (f GRADE C C 0 V) j l y z CL ' o M ., D o - z z > C04 C Cq W F- --- —j -- L DATUM ELET C < uj PROPOSED 8 L PVC jwm it 59.5 L.F. PROPOSED z @ 2.54% Ify-U En � 1 1 z I 00) C) -0 '.) 1" 00 c) 04 1, + 0 0 . 0 :�C WIIIOJn-1111 1moz 0 0"' �- - c'4 I.- < 11 — I PROPOSE[ c C 11 w c� (o r) > a- I > 0 0 U) N x 8220 (o UJ z N -J CL > W C _ C, C, z i,- . z 0 C-4 8210 Z r, 00 00 00 CO rr - u- if u 00 z P0 t2 To SLAB P PROPOSED 8" PROPOSED r- r- c: 0 5 8" z z o 0 0 z 0 Q 8" PVC > > C: CC < -j � PROPOSED P "IC 26.5 L.F 0 U @ 408% . a. 15.5 L.F. V) . @ 2.1 n PROPOSED W Lu WW ww 8" PV zz 8 IPVC T - 13 - .6 - L F. QQI zz� 0 16,5 5 L. F. -03,21% 00 P 81 * .7 i P POSED! 8" p 0 (9 bb.u� 20 15 0 P @5. 4 9% it 23.5 LF �—TOWER CRANE PAD-4 TOP=8178.OD 0A 0 n PROFILE 15 00 1 00 1 c\j '01 00 0+00 1+00 8200 0 c; ca DATUM ELET < uj PROPOSED 8 L PVC jwm it 59.5 L.F. PROPOSED z @ 2.54% 0 En + -0-0- 01 c-1 a. L.F. @ 6.80% 0-0- 00) C) -0 '.) 1" 00 c) 04 1, + 0 0 . 0 :�C WIIIOJn-1111 1moz �r �- - c'4 I.- < 11 — I PROPOSE[ c C 11 w c� (o r) > a- I > FINISH GR U) N x 8220 (o UJ z N -J CL > W C _ z i,- z 0 8210 Z 04 8200 0 c; C-i ZITOP DATUM ELET < 190'00 PROPOSED 8 L PVC jwm it 59.5 L.F. PROPOSED z @ 2.54% 0 8" PVC 17.5 Qu 00 c-1 a. L.F. @ 6.80% 0-0- --- I PROFILE 161 R> co 00 r- = 0 -q- .t + c: 0 cl � < [I F E '0"0 4 1-- 0-zz�� < 41 11 - - to U) a- > > t"). o - -2 IL f? PROPOSED 18" RCP 23 L.F. @ 1.00% slac PRO 4 P DATUM ELEV SANITARY .BERM 8170.00 PROPOSED co 60.5 L.F. 18" RCP 0 2.00% co 60 PROFILE 22 0+00 j2� x 0 V) M L0 C- x + < 0 te m F- 0 r) U-1 8220 "t x -j 6� A 8210 8200 8190 DATUM ELEV :t ttr a) a. I 11k I. 1' m 0 04 04 to r r- ;s ') 00 0 � 11 0) c 0 0 00 F0 (n Z:; it . 1 8* DIP WATER PROPOSED 20.9 L.F. 18" RCP @ 2.00% Approx 16 L.F. 16" PVC n @ 1.507. 1 0 0 0 F0 MW C C ISH PVC 25.5 LF. 0 5.577. 1 + 0 to 0 (N x c6 41 0 0 m N:> Ito N a- > xo- w 04 �-t= ING ND PVC 23.1 0 113.77% a. p cN �? (Z 0 0- rz 0 ,0 w 0 00 z >� 00 5 a- LM a_ w o z >: M Lu 0:2 -j w o w U- 1 a oww w ui > a- (n Z G c 0 SITE C 1 4E SCALE: 1" = 20' 2'-0" 1 -1 /2" 4-1/2 6- NOTE: CONCRETE SPECIFICATIONS COMPACTION REQUIREMENTS 24" VVV OQ L-DO/ 1 'N . 7 �7 72 WATER CONTENT LESS THAN 0.45 7 7 AIR CONTENT = 6% PLUS/MINUS 1-1/2% 2'-0" CL 2'-0'$ ADDI SEE LANDSCAPE 12" 12" Q J6 3/4" AGGREGRATE 1.5 LBS/CY FIBERMESH VERTICAL Plans - Plans CURB',TAPER 1 PLANS FOR COLOR AND SURFACE FINISH REQUIREMENTS 3 FTTT _W . , , 41 SECTION 6" TYPICAL CURB 4 AND GUTTER 4 'N PROVIDE MINIMUM 6' COMPACTED VARIES BASE COURSE UNDER ALL CURB TYPE 11- CATCH EXPANSION JOINT A INSTALL 6" RIP-RAP FOR A REBAR AT 15" O.C. 1-1/2" OUTFACE PROTECTION IF LOWUNE FOR FLOW ACROSS PAN BOTH WAYS 2'-0'* 4-1/2, REQUIRED, SEE PLANS 6" CONCRETE �'4 6" ABC OR FOAM AND STRUCTURE (SEE PLANS) 77 1,7 1 N.T.S. C ONTRAC TION JOINT NOTE- SLOPE PAN 1" PER FOOT. 7 7\7 7 7 1\ 7177/1 1 7 �7 U , 5 i EA. 3/8' x 4' PINS l�! 6 TT > >, CONCRETE CURB TAPER DETAIL N.T.S. a `� �° TT ° � � t� � AREA % STANDARD PROCTOR MATERIAL STRUCTURAL, UNDER FOOTINGS WIRE MESH CLEAN SAND & GRAVEL, POSSIBLY SOME ON-SITE MATERIAL SHALLOW FILL UNDER PAVEMENT & WALKWAY AREAS (< 8') 95% SUITABLE ON-SITE DEEP FILL UNDER PAVEMENT & WALKWAY AREAS (> 8 98% SUITABLE ON-SITE FILL PLACED AGAINST SIDES OF FOOTINGS TO RESIST LATERAL LOADS 95% SUITABLE ON-SITE SHALLOW FOUNDATION & RETAINING WALL BACKFILL (< 8') 95% SUITABLE ON-SITE DEEP FOUNDATION & RETAINING WALL BACKRU (> 8') 98% SUITABLE ON-SITE SHALLOW FILLS UNDER FLOOR SLABS (< 8') 95% SUI T ABLE t.DLC. V11 I r- DEEP FILLS UNDER FLOOR SLABS (> 8') 98% SUITABLE ON-SITE LANDSCAPED AREAS 90% SUITABLE ON-SITE 1/4' M CUL T . f i .:, xs 7 ; � "x, -DE-SAC CONCRETE PAN (TYPICAL) ALSO REFER TO THE SOILS REPORTS FOR ADDITIONAL CONSIDERATIONS, PRECAUTIONS AND REQUIREMENTS. 2" M I N. N 6 . 4 A 1. 4 4 A 4 4 A -4 4 A 4 REFER TO LANDSCAPE PLANS FOR COLOR FINISH AND • A 4 4 A 4 • A 4 A 4 4'� __ 4. 4 CL a. 12 » I TYPE 11- SPILL 4 ' A -A 4.' A A V V A 'A A . V 4 4 V A A 4 4 z 12" TEXTURE ON ALL SITE CONCRETE AND FOR ADDITIONAL _See �Plons 12- 1 1/2 12" § See NOT 'M 1 1/2- S Plans h' r DETAILS NOTES AND SECTIONS. 1- BACKFILL, SEE DETAIL OF CUT /FILL SLOPE DUMMY GROOVE JOINT, CURB & GUTTER @ 5' O.C. EXPAN `LK _,Jyy�v JOINT 2. SLOPE AT 1" PER FOOT CONTRACTION JOINTS 36' NS • 4 4A 3, 1-1/2 RADIUS TYPICAL THICK AND' H AVE 4. SLOPE TO MATCH ADJACENT PAVEMENT _ AS 5. PAVEMET, SEE TYPICAL PAVEENT SECTION POURED JOINT 1/2" PRE MOLDED 6. PROVIDE N CONTRACTION JOINTS M 12' O.C. MAXIMUM SEALER JOINT FILLER > 7. PROVIDE EXPANSION JOINTS 100 O.C. MAXIMUM If CURB & GUfIER 10 PAN WIRE MESH REPLACE WITH REBAR AN x xx REBAR AT 15" O.C. _L N \­' JL JL_�ILJ. 8. SLOPE AT 1/2" PER FOOT 4 1 -- 4 /- 4 4 M . 4 a A. 4 , 4 - n AN GUTj COLORED, STAMPED GUTTER #3 BOTH WAYS 1. SEE LANDSCAPE PLANS FOR SNOWMELT SECTIONS. 36' 6 x 6 - 4,4 0.10 Sq. In. Per Ft. (#4 0 18 " E.W. W/ #3 REBAR @ 15" A A A V 4 • .4,� UA' -4 . " 6 CONCRETE ON BOTH SIDES PROVIDE A MIN, 6" COMPACTED BASE 1 �.- A A 4 2. 4 6 x 6 - 2.2 0.13 Sq. In. Per Ft. (#4 0 18" E.W.) 7 6" ABC OR FOAM AND STRUCTURE (SEE PLANS ) 2. SEE LANDSCAPE PLANS FOR CAST IN PLACE RETAINING COURSE UNDER ALL CURB AND GUTTER EXPANSION JOINTS 64' 84' 6 x 6 - 0,0 Two 6x6 - 2,21 0.20 Sq. In. Per Ft. (#4 0 12" E.W.) Sq. In. Per Ft. 0 9" E.W.) NOTE: SLOPE PAN AT 1-1/2- PER FOOT. N1 T 1\1 T (Z KI T Q 1 1 (#4 1\1 T Q INSTALL AT BOTH DRIVEWAY ENTRIES. W A T.T. T A ff.� 6" VERTICAL CURB AND GUTTER-CATCH AND SPILL G CONCRETE JOINT DETAIL H CROSSPAN DETAIL N CHALETS DRIVEWAY CONCRETE PAN {TYPICAL) 3• SEE LANDSCAPE PLANS FOR HARDSCAPE DETAILS, 5' 1.5' 8' 8' 1.5 2' 5' 23' MIN. (DISTANCE VARIES) PROVIDE 1% MIN. See Plans For SLOPE ON PAN Proposed Finish FLOWLINE 1/8" to 1/4" 18" Radius 27 - Minimum Slope 3" -6 1 1/2" Radius 1/8" to 1/4" " SEE SNOWMELTED I Radius PROVIDE A PAVER SECTION 12" 8 CONCRETE PAN 2% ADA CROSS SLOPE FOR ADD111ONAL 4, CURB AN CURB AND FOR MINIMUM OF 5.0' DETAILS IN THIS AREA 4 GUTTER GUTTER 1 "/FT 1 /FT 8" SNOWMELTED CONCRETE 8" CONCRETE PAN ....... W/ #3 REBAR @ 15" W1 #5 REBAR @ 15 4 7" SNOWMELTED CONCRETE 12" Z882 ZURN TRENCH 2" SNOWMELTED CONCRETE SIDEWALK O.C. BOTH WAYS O.C. BOTH WAYS W/ #3 REBAR @ 15" DRAIN WITH DGC GRATE OR ------- ............. ....... j Subgrade O.C. BOTH WAYS SUBMIT EQUIVALENT SEE . ...... ....... SUBDRAIN INVERT Compacted . ROADWAY PLANS FOR INVERTS 7�\ 71 /I 1% MIN SLOPE VARIES TO PROVIDE Connection To 6" Base Course to 95% MPD SECTION 'N N\ Proposed Sidewalk: 2.0% 2.0% 60 Sidewalk #4 rebar 12" into SEE PLANS 24" " 4.07, 1.25 11 ­11�,,��, Concrete Sidealk and Curb CATCH CURB SHALL HAVE COMPACTED BASE COURSE at 36" on center. 2" FROM UP TO FLOWLINE -�7 OVER COMPACTED SUBGRAIDE 3/4!' WASHED ROCK < 2% PASSING NOTE: #200 2 WIDE 1' DEEP MINIMUM DIRT FOR LAN WRAPPED IN MIRAR 140N, WITH 4 1. SEE PROJECT SPECIFICATIONS FOR CONCRETE MIX SCHEDUL 40 PVC PERFORATED PIPE 2. ADD MIXTURE OF FIBER-MESH TO BE USED PER PROJECT SPECS. DIRT FOR LANDSCAPING FOAM OR STRUCTURE SAME CONCRETE SECTION FOR SOUTH 3, INSTALL CONCRETE WITH JOINTING AND BROOM FINISH PER SPECS. STRUCTURE BELOW SEE LANDSCAPE PLANS SEE PLANS LANDSCAPE TUNNEL ENTRANCE LESS SNOWMELT 4. PLACE 6" MINIMUM COMPACTED BASE COURSE UNDER CONCRETE. I FOR SNOWMELT LOCATIONS 6" MIN ABC 6 MIN ABC FOR SNOWMELT !LOCATIONS AND CONCRETE CROSS PAN N.T SERVICES PLAZA ALONG EAST TUNNEL WALL N.T.S. N.T.S. N. B ONE VAIL PLACE TYPICAL SECTION 1_1 MOUNTAIN SERVICES ROAD TUNNEL ENTRANCE CROSSPAN SECTION 0 18" CONCRETE PAN W/ ATTACHED SUBDRAIN P LOW PROFILE MOUNTABLE CURB AND GUTTER FORMAL PAVEMENT DESIGN L ANDSCAPE PLANS L WILL BE PERFORMED BY SEE KOECHLEIN SOILS ENGINEERS DUIRING CONSTRUCTION AND SUBMITTED TO THE TOWN OF VAIL PUBLIC WORKS DEPT. T'�' \Z X I z X 1.5' 10 10 1.5' 2' CURB AN CURB AN J. CURB AN GUTj COLORED, STAMPED GUTTER 8" SNOWMELTED CONCRETE CONCRETE WITH SIDEWALK W/ #3 @ 24" O.C. W/ #3 REBAR @ 15" 6" TOOLED BAND O.C. BOTH WAYS ON BOTH SIDES 2. 2. 7 V FOR SNOWMELT LOCATIONS 96" WIDE CROSSWALK SECTION B 3' MIN. RAMP 31 SIDEWALK 27. MAXIMUM FOR 60" WIDE 27. TOP OF A 2 % 12: - 1 20-1 PAVEMENT B 48" CONCRETE PAN 16" CONCRETE 64" CONCRETE PAVER SECTION 16" CONCRETE 3' MIN. CONCRIETE 41 D ROADWAY PAN/BAND BAND 3' MIN. SIDEWALK CONCRETE GUTTER ' 1 VARIES 6"-8' SECTION 1-1/2" SAND BED MAXIMUM 4% GRADE FOR 30' PEDESTRIAN CURB DETECTABLE FROM THE TRAVELED LANE 27. WARNING SEE PLANS 48" 2.0% x AND WELL - 2" NN, 3' MIN. SECTION A-A TC}r T� T ' r.' sT 6' 20:1 '��' T ° T;, '' °' ,T {T \tir 2 SEE PLANS FOR ISOMETRIC VIEW 6 A 6- ' ✓°''; _ OT o T' 2%\ SIDEWALK WIDTH Y. GENERAL NOTES 7 4" TOP OF 7.5' 1.5' 12' 12' 2' CURB AN CURB AN JG GUTTER GUTTER 5" SNOWMELTED CONCRETE 6" ASHALT TO BE INSTALLED SIDEWALK W/ #3 @ 24" O.C. SITE IN 3-2" LIFTS BOTH WAYS 7 V f 96" WIDE CROSSWALK SECTION GENERAL NOTES 2% MAXIMUM FOR 60" WIDE THE TOP DIAMETER OF THE TRUNCATED DOMES DRIVEWAY SHALL BE 507. TO 65% OF THE BASE DIAMETER SECTION I THE DETECTABLE WARNINGS SHALL BE INSTALLED 48" CONCRETE PAN 16" CONCRETE 64" CONCRETE PAVER SECTION 16" CONCRETE V SEE PLANS AT SIDEWALK/STREET TRANSITIONS. THEY SHALL BE MADE IN PAVER FORM WITH A TRUNCATED DOME SURFACE. PAN/BAND BAND THE DOMES SHALL BE PLACED IN A SQUARE GRID. 47`� 2.4" D ROADWAY 0.2 .6" 2. SEC TION 1-1/2" SAND BED MAXIMUM 4% GRADE FOR 30' 2. THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED SEE PLANS FROM THE TRAVELED LANE AT THE LOWEST POINT OF THE DETECTABLE WARNING WELL- • • 48" 2.0% PART OF ' IA " 2 3. ALL DETECTABL WARNING AREAS SHALL START A MINIMUM WING OR WING OR 1 0.9 24" 0 0 0 1 7 TT OF 6 INCHES FROM THE FLOW LINE OF THE CURB AND CURB NOT BE MORE THAN A MAXIMUM OF 8 INCHES FROM ANY I CURB CURB 1.6" 2.4" - WIDTH OF RAMP • 0 *_ h� POINT ON THE FLOW LINE OF THE CURB. ALL DETECTABLE 6' 6' ELEVATION VIEW FLOW LINE 0 _T RAM % WARNING AREAS SHALL BE 24 INCHES IN LENGTH AND A WIDTH �,/' - r T A COVER THE COMPLETE WIDTH OF THE RAMP AREA ONLY. SHALL BE EQUAL IN 6 - 8" TO 0 BOTH DIRECTIONS CURB FLOW LINE 7 X 4. THE DETECTABLE WARNING AREA SHALL BE INCLUDED 7__ 7 4 IN THE COST OF THE CONCRETE CURB RAMP. 6 t PLAN VIEW Y �4 5. RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1. THE SUITABLE DOME AND DETECTABLE WARNING DETAILS • COMPACTE I DETECTABLE WARNING AND WELL AREA SLOPES SHALL NOT SU6GRADit 7 7- BE STEEPER THAN 20:1. 010 FORMAL PAVEMENT DESIGN 6" MIN ABC 8" SNOWME TED • • WILL BE PERFORMED BY B" AB DIRT FOR LANDSCAPING CONCRETE PAN 24' • * 0 36- KOECHLEIN SOILS ENGINEERS 4" ABC 4" ABC W/ #3 REBAR @ 15" • 0 • DURING CONSTRUCTION AND 4" ABC SUITABLE ON-SITE STRUCTURAL F 010 • SUBMITTED TO THE TOWN OF ILL O.C. BOTH WAYS 010 VAIL PUBLIC WORKS DEPT. a . ( FL DOMES I`YP.) WIDTH OF • CURB N. T. S. N. T. S. 4 3V DIETECTABI F WARNING 6 MIN. TO SIDEWALK 6" x 12" CONCRETE T .. a , f < PAVERS CURB FLOW LINE 2 PEDESTRIAN CURB ' D VAIL ROAD TYPICAL SECTION LODGE AT VAIL PARKING LOT ENTRANCE/EXIT CROSSPAN SECTION 8 .'74A ( SEF NOTE 3) A 6' - 4'� SAND FOUNDAMON 4A DETECTABLE WARNING WEH 6 :1 a /x DIA. DRAINAGE WEEP HOL CAP TOP OF CL SOUD PVC EXTENDED TO SURFACE EANOUT AT SURFACE PLAN VIEW OF 2 1 1 0"i-I 1 96" WIDE CROSSWALK SECTION T BACKFILL & COMPACT SECTION A-A 6- 8' SIDEWALK 4M WITH 3/4 ROADBASE 12" of Screened Rock 1.0' VERT. OF PERF PVC 2% MAXIMUM FOR 60" WIDE DETECTABLE WARNING AND WELL WING TRANSITION PROTECTIVE Wrapped w/ MIRAFI 14ON ROADWAY (PAVERS NOT DRAWN TO SCALE) FINISHED GRADE 2" CONCRETE SLAB SECTION SHED FOR TYPE 2 CURB RAMP 48" CONCRETE PAN 16" CONCRETE 64" CONCRETE PAVER SECTION 16" CONCRETE SEE PLANS PAN/BAND BAND L ROADWAY TO BE POURED MONOLITHICALLY SECTION 1-1/2" SAND BED 2.0% 6 1 6 * 0 0 tO* SEE PLANS WIDTH 0 RAMP F DIETECTABLE WARNING AND 0 8 -CURB AND GUTTER TYPE 2- CURB AND GUTTER TYPE 2 0 4 2.0% __2 WIDTH OF WING 0 - *, :, ` - , .. ­ ­ , , , - I FLOW LINE WIDTH OF WING a -_ " �­, " z V _/7 , , , I - I \ \ FLOW LINE Cost Iron Drain, Josorn lift A 12:1 121 PAVERS (TYP.) , �004-8A or Equivalent '4 DOME (W.) J/ 8 r E Grate Nn grou Min. abo 2 aboVe flan e N, 4' 4 , " . . . ** .1q . . 1 � -0 MIRAFI M9000 DRAIN N/ 4 2 Set drain itith Wot ofing 8. N 4 4 SYSTEM. PLACEJ • DIA. DRAINAGE WEEP HO Membrane Cla Rin' and -7-/ WATERPROOFING PER form inv t LO; DOWNPIPE (SIZE ------- ' �J ARCHITECT. top of 3' topping to inle VARIES). CONNECT TO CAST T 6 " 6' SAND FOUNDATION IRON DRAIN (SEE CO MPACTE D (PARKING GARAGE) MECHANICAL PLANS). _,z LE COMPACTED SUITABLE I � RE X �;_ _X : �; - FRONT SECTION VIEW OF 7 S U 7' SEE ARCH. PLANS CAST IRON DRAIN PIPE SEE LANDSCAPE PLANS 6" MIN AB 77 /5 BFG GA D E, DETECTABLE WARNING, WELL, CURB, AND GUTTER VIEWED B ANY STRUCTURE OVER FOAM FILL (PAVEMENT, ON HANGERS (SEE FOR SNOWMELT LOCATIONS 8" SNOWMELTED CONCRETE PAN WALLS, HARDSCAPE, ETC) IS TO BE DESIGNED MECHANICAL PLANS FOR W/ #3 REBAR @ 15" O.C. BOTH WAYS N. T. S. BY AES - FOAM CONSULTANT. LOCATION AND DETAIL). N.T.S. N. AIM 2 7 7On7 E PARKING GARAGE DRAIN L GORE CREEK DRIVE ROADWAY CROSSPAN SECTION R DETECTABLE WARNING PAVER DETAIL FOR ADA RAMPS H [a 1z GRADING AN DRAINAGE DETAILS N.T.S. C15.0 G01 P 0 <3 SITE GRADING AN DRAINAGE DETAILS N.T.S. C15.0 10' MAXIMUM CENTER TO 36" MINIMUM LENGTH FENCE POST, 2 Non-woven Geotextile 12" -20 RATED hi CENTER DRIVEN A MINIMUM OF 16" INTO 50' Min. JIMOX 2' h h wraps CAST IRON H GROUND GRATE 3, 1 ­ 10 . EXISTING PAVEMENT FOR DETAILS SEE SHEET 4 sags � x� G __5 CL X . 01 -16" MINIMUM HEIGHT OF 2' to 4! Diameter ADAPTORS AVAILABLE 4� GEOTEXTILE CLASS F ter Boulders THRU 12" ON 8" MINIMUM DEPTH IN F Cloth Earth Mountable Berm (optional) GROUND Tensor DC1200 or equivalent VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS FLOW 50' Min. EXISTING PAVEMENT 2' TO 3' DIA CORRUGATED POLYETHYL 36" MINIMUM FENCE M0 \ 0� oublesided Mirodrain L4 _12 J SDR-35 SEWER POST LENGTH BOULDERS 2 y � V or equivalent CORRUGATED PVC PERSPECTIVE VIEW _0 3/4" WASHED ROCK - 12 INLINE DRAIN ULTRA-RIB PVC FILTER CLOTH FENCE POST SECTION 10" MINIMUM 20" ABOVE < CAST IRO GRATE FLOW Secondary bloxial GROUND / �/11 1.11, All reinforcement FOR DETAILS SEE SHEET 4 UNDISTURBED 2" Crushed Sceened Rock 90 Z GROUND .+'.✓.i .Y`.e.51��✓` %d R' /1' `l!.° S. 7"1 � �•4' f��� �/ �� �� . +� /y+ /,�'y�.".' '} S'.✓ x�J ��1���5�� �✓'� Cd` EMBED GEOTEXTILE CLASS r A MINIMUM OF 8" VERTICALLY t o MIRAFI 14ON OR EQUIV. ' INTO THE GROUND FENCE POST DRIVEN A ' ADAPTORS AVAILABLE 4� 1 Qe POSTS MINIMUM OF 16" INTO A> THRU 8" THE GROUND Pr1imory uniaxial 3/4:' Washed Rock o SECTION B reinforcement VARIOUS TYPE OF OUTLETS CROSS SECTION NTH WATERTIGHT ADAPTORS SECTION A 4" PERFORATED PVC STAPL Perforated PVC STAPLE FOR: Z � => Daylight to drain CORRUGATED POLYETHYLENE 10' Mi 0 / n. Mzz REINFORCED SOIL BOULDER RETAINING WALL 1 0" INLINE DRAIN SDR-35 SEWER 8.) DAYLIGHT TO DRAIN CORRUGATED PVC JOINING M ADJACENT SILT FENCE SECTIONS S1 LT FEN CE 8. ULTRA PVC TOP MEW Approx. Scale: 1" = 2'-0" STABILIZED CONSTRUCTION ENTRANCE DESIGN BUILD. CAST IRON GRATE MENERI SF mom=== Scale- 1" = 10!-D" BOULDER RETAINING WALL Note: Scale: 1" = 2'-0" FOR DETAILS SEE SHEET 4 STANDARD SYMBOL Construction Specifications Scale: 1" = 2'-0" CONSTRUCTION NQIES FOR STABIUZED CQNS]BUQ110N ENTRANCE 1. The Designer of the wall system shall be the Tensor Corporation or other Owner and Engineer approved 1. Fence posts shall be a minimum of 36" long driven 16" minimum into the companies. ADAPTORS AVAILABLE 4" ground. Wood posts shall be 11/2" x 11/2' square (minimum) cut, or 13/4" diameter 1. STONE SIZE -USE 2� CRUSHED SCREENED ROCK. 2. Supplier: The Geogrid of the wall system shall be one of the following or other approved companies: The Tensor THRU 6" (minimum) round and shall be of sound quality hardwood. Steel posts will be 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. Corporation, Strata Systems, Inc. 4 " -6 VARIOUS TYPE OF OUTLETS standard T or U section weighting not less than 1.00 pond per linear foot. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 3. Wall Designer shall use the following minimum design values: WITH WATERTIGHT ADAPTORS 2. Geotextile shall be fastened securely to each fence post with wire ties 4. WIDTH - TE (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS 8" INLINE DRAIN FOR: N OR EGRESS OCCURS. ALSO SEE STRUCTURAL DETAIL SHEETS a) Strata K=13.6% with CRC=0.40, FD=1.5, FC=1.1 CORRUGATED POLYETHYLENE or staples at top and midsection and shall meet the following requirements 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE b) Tensor K=17.0% with CRC=0.37. FD=1.1, FC=1.1 SDR-35 SEWER for Geotextile Class F- BUILDING E. 5002, 5003, 5011 & S012 CORRUGATED PVC 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES Tensile Strength 50 lbs/in (min.) Test: MSMT 509 SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 FOR ADDITIONAL SECTIONS, DETAILS & NOTES 4. If The Designer of the wall system determines reinforcing is not required, then The Wall Designer shall provide ULTRA-RIB PVC Tensile Modulus 20 lbs/in (min.) Test: MSMT 509 SLOPES WILL BE PERMITTED. the unreinforced boulder wall design with deign calculations and stability analysis. Flow Rote 0.3 gal ft / minute (max.) Test: MSMT 322 7• MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING Filtering Efficiency 75% (min.) Test: MSMT 322 NTH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC 3. Where ends of geotextile fabric come together, they shall be overlapped, RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. G BOULDER WALL REINFORCED BOULDER WALL L NYLOPLAST INLINE DRAIN DETAIL folded and stapled to prevent sediment bypass. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. Silt Fence shall be inspected after each rainfall event and maintained when bulges occur or when sediment accumulation reached 50% of the fabric height. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. f SILT FENCE 0 O A D STABILIZED CONSTRUCTION ENTRANCE 3-3/4" DIA, F EROSION CONTROL NOTES: Planting Soil Cost Iron Roof Drain Cost Iron Drain, Josorn Set drain with Waterproofing FLOW Maximum Depth = 1.5 StroineG Josom 30004-6A 30006-8A or Equivalent Membrane Clamp Ring and ii 1. SEE GENERAL NOTES #29. Omit Grate and grout form invert to drain from SEE LANDSCAPE PLANS 12" of Screened Rock Wrapped w/ MIRAFI 14ON Outlet Flange at bottom (See Subgrcde Plan) 3" St Threaded onto 4" Pipe and to HI-40 RIGID FOAM 2. CONTRACTOR TO INSTALL I NL ET PROTECTION AROUND A LL I NLETS 1/2" Min. above flange top of 3" topping to inlet one Grouted Ca A (INCLUDING RESIDENCES) ONCE THEY ARE CONSTRUCTED. C.M.U. Black Wall B VE RTICAL FACE 6" C.M.U. Block Wall s \ /`\ // \ C X Doweled 0 V D.C. ELAN SEE NOTE #1 MIRADRAIN 9000 4!' Stone Veneer BEDDING DETAIL FLOW I N WATERPROOFING MATERIAL- X Topping to Grade Maximum 4!' Concrete Scale: 1* - V-0" 2 x 2 x 1.0' Planting Soil and -or Sod N/ x 0I SEE ARCHITECTURAL PLANS ANGLE FIRST STAKE TOWARD Precast Conc. Box Maximum Depth = 1.5' eled it Eistin Downo xg SEELANDSCAPEPLANS > > 5 > >/ 0 2-3/8" Concrete Pavers PREVIOUSLY LAID SALE > > 0 >>>> > 3" Concrete Topping >.> 0�0 00 > > > > / � > / >5 D cc L 1-9224 0 > > 0 Compacted Sand o. />/>/>/>/>,'> I 0 All Comers S wme 2 RE-BARS OR 2xr STAKES > and no t W SERIES ,, STEEL PICKETS, * Frame & Grate '0'0',(> 1 112 TO IN GROUND, DRIVE STAKES 66,665561>�> F �A MIRADRAIN 9000 SEE NOTE #1 LUSH WITH BALES. / ' l / 'P ROPOSED 3" DECKATOPPING 2"x2"0' WOOD STAKES X\ / MIRADRAIN 9000 SEE NOTE #1 V y WATERPROOFING MATERIAL SEE ARCHITECTURAL PLANS ROOFJOPPIN FLOW BOUND BALES PLACED ON e -EXISTING DOUBLE TEE'S� '","A-Maximurn 4* Concrete I.:A CONTOUR Topping to Grade V ISOMETRIC Scale: 1" = i*-o* WATERPROOFING MATERIAL 3 TR A 1 IN E-5\ E_ SEE ARCHITECTURAL PLANS Steel Framework & Deck (May be replaced w/ HI-60 RIGID FOAM) JOSAM FLOOR DRAINS EXISTING GARAGE ROOF & TOPPING'; CAST IRON BODY I It 6' Diu Pipe WITH SQUARE STRAINER 1 4 S T RA W BA 121 r\ Q 4, X SEE MECHANICAL DRAIN PIPES TO BE INSTALLED, FLASHED -SBD-SBD- -- , ti I AND SECURED IN PLACE PER THE SEE MECHANICAL STANDARD SYMBOL J It • TION SPECIFICATIONS STANDARD AMERICAN HYDROTECH NOTE# CONSTRUQ DETAILS FOR PIPE PENETRATION 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW BALES EMBEDDED 4" to 6" PLANTING MATERIAL OR WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. INTO GROUND SECTION E-E C1 0 SOIL SHOULD 13E BELOW 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED DOUBLE DRAIN FINISH GRADE EDGES SO 'ME BINDINGS ARE HORIZONTAL 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE SERIES NO. TOP SIZE PIPE OUTLET SIZE (inches) Cost Iron Drain, Josom 2W 4W 6W ieo 30004-6A or Equivalent -6 Rough Bronze TYPE NO. Omit Grate and grout C LBS. 1/1" Min. above flange 2-1/4 3/4 (KEEP WEEP HOLES OPEN) 4W 4-1/4 Set drain with Waterproofing 3 6W Membrane Clamp Ring and 4-5/8 4 form invert to drain from 6" COMPACTED 1-1/4 top of 3" topping to inlet ON PLANS CLASS 6 BASE COURSE WATERPROOFING MATERIAL 3 TR A 1 IN E-5\ E_ SEE ARCHITECTURAL PLANS Steel Framework & Deck (May be replaced w/ HI-60 RIGID FOAM) JOSAM FLOOR DRAINS EXISTING GARAGE ROOF & TOPPING'; CAST IRON BODY I It 6' Diu Pipe WITH SQUARE STRAINER 1 4 S T RA W BA 121 r\ Q 4, X SEE MECHANICAL DRAIN PIPES TO BE INSTALLED, FLASHED -SBD-SBD- -- , ti I AND SECURED IN PLACE PER THE SEE MECHANICAL STANDARD SYMBOL J It • TION SPECIFICATIONS STANDARD AMERICAN HYDROTECH NOTE# CONSTRUQ DETAILS FOR PIPE PENETRATION 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW BALES EMBEDDED 4" to 6" PLANTING MATERIAL OR WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. INTO GROUND SECTION E-E C1 0 SOIL SHOULD 13E BELOW 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED DOUBLE DRAIN FINISH GRADE EDGES SO 'ME BINDINGS ARE HORIZONTAL 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE SERIES NO. TOP SIZE PIPE OUTLET SIZE (inches) W 2W 4W 6W ieo OPTIONS -6 Rough Bronze TYPE NO. B C LBS. 2W 2-1/4 3/4 1 4W 4-1/4 2-5/8 3 6W 4-5/8 4-5/8 4 Flashing Collor TYPE NO. PIPE OUTLET SIZE (inches) STRAINER SIZE (inches) TYPICAL ieo 3000085 TYPICAL DITCH -2 S.F. BRONZE TOP OPTIONS DITCH SECTION FOR ASPHALT SECTIONS, PIPE SIZE (inches) SECTION STRAINER SIZE (inches) 6" HBP IN 2-3" LIFTS TYPE NO. WEIGHT STRAINER W/ BODY 1.5:1 MAXIMUM Y 30004 1.5:1 MAXIMUM OR AS SHOWN 6" COMPACTED 1-1/4 OR AS SHOWN ON PLANS CLASS 6 BASE COURSE ON PLANS 2:1 MAXIMUM -50 Satin Finish Nikoloy Top IPS PR IMER 2:1 MAXIMUM OR AS SHOWN 68 No Hub Side Outlet 2.r.4`.5*.6' OR AS SHOWN ON PLANS 2.0% 2.2!i� ON PLANS WATERPROOFING MATERIAL SEE ARCHITECTURAL PLANS Add to -50 or -51 TYPE NO. PIPE SIZE TYPE NO. 23502 Flashing Collor TYPE NO. PIPE OUTLET SIZE (inches) STRAINER SIZE (inches) CAST IRON BODY WITH ieo 3000085 _qw4l�� DECK CLAMP(-1) FOR OUTLET TYPE: Maximum Depth = 1.5' SEE LANDSCAPE PLANS -2 S.F. BRONZE TOP OPTIONS 4 t;ompocieo Cana and Snowmelt MIRADRAIN 9000 SEE NOTE #1 ADJUSTABL STRAINER TYPE NO. PIPE SIZE (inches) TYPE NO. STRAINER SIZE (inches) ADJUSTMENT TYPE NO. WEIGHT STRAINER W/ BODY X Y 30004 4 8S 8 1-1/4 2-1/2 24.5 16 '-37 -51 Heavy-Duty Ductile Iron Undargrate Laminated Top, Satin Finish Bronze -50 Satin Finish Nikoloy Top IPS PR IMER -51 Satin Finish Bronze Top 68 No Hub Side Outlet 2.r.4`.5*.6' -T Threaded Outlet THREADED ( SPECIFY -Y 2_5% -Y Hub Outlet w/Gosket WATERPROOFING MATERIAL SEE ARCHITECTURAL PLANS Add to -50 or -51 TYPE NO. PIPE SIZE TYPE NO. 23502 2 Tapping 23503 3 57 HUB 4 58 23505 5 58 23506 6 Maximum 4!` Concrete 2,3508 8 61 3/4" or 1/2" See table below SPECIFICATIONS: Topping to Grade FOR OUTLET TYPE: JOSAM 23500 Series coated cast iron Roof Drain, square pedestrian grate X A /> Steel Framework & Deck INSTALL 6" OF SUITABLE SUITABLE ON-SITE STRUCTURAL FILL 8 C.M.U. Filled Block Wall TOPSOIL AND RE-VEG AS REQUIRED PER SOILS ENGINEER OR ALSO SEE THE EROSION CONTROL PLANS Pipe - SPECIFY -Y set in square secured frame, WEJLOC invertible non-puncturing flashing collar, N 11 1 1 EXISTING I GARAGE ROOF & TOPPINO///,�/////- Doweled 0 4! O.C. COMPACTED SUITABLE SUBGRADE FOR EROSION CONTROL NOTES Size weepholes, for 2" roof fill, large sump, withe wide roof flange and bottom outlet I X a I\0- \1 IN: 0- N 0 I 11 I'll 0 SPECIFICATIONS: JOSAM ROOF DRAINS WEINI. JOSAM 30000-S Series coated cost iron Floor Drain, two-piece body with LARGE SUMP, PROMENADE TOP Cost Iron Drain, Josom 30004--8A or Equivalent HI-40 RIGID FOAM NOTE* Sub Plan) NOT TO SCALE (See g rode PLANTING MATERIAL OR double drama e flan A EJLO(' invertible non- "nrf"rin fInshin collar wee holes With Grate and grout IJIT�A­^Al bottom outlet and adjustable satin Nikaloy square SUPER-FLO strainer. JOSAM FLOOR DRAINS CAST IRON BODY WITH SQUARE STRAINER SERIES NO. TYPE NO. PIPE OUTLET SIZE (inches) STRAINER SIZE (inches) CAST IRON BODY WITH 30000-S 3000085 4 8 X 8 -2 S.F. BRONZE TOP OPTIONS -2 SATIN FINISH BRONZE TOP -Y HUB OUTLET W/ GASKET ADJUSTABL STRAINER TYPE NO. PIPE SIZE (inches) TYPE NO. STRAINER SIZE (inches) ADJUSTMENT TYPE NO. WEIGHT STRAINER W/ BODY X Y 30004 4 8S 8 1-1/4 2-1/2 24.5 16 '-37 -51 Heavy-Duty Ductile Iron Undargrate Laminated Top, Satin Finish Bronze -50 Satin Finish Nikoloy Top -51 Satin Finish Bronze Top 68 No Hub Side Outlet 2.r.4`.5*.6' SERIES NO. TYPE NO. PIPE OUTLET I SIZE (inches) 23500 300008S 10 OPTIONS -1 Dock Clamp assembly -2 Drain Receiver -3 Deck Clamp Assembly and Drain Reciever -10 Fixed Extension Collor. Cost Iron, (specify height) Each 4' or fraction -10-20 Fixed extension collar, Golvantzed, (spedry height) Each 4' or fraction -20 Galvanized Cost Iron Parts -30 Vandal-Proof Grate -36 Ductile Iron Grote (Cost Iron Top Only) 37-50 Heavy--Duty Ductile Ireon Udergroto Laminated Top, Satin Finish Nkdoy '-37 -51 Heavy-Duty Ductile Iron Undargrate Laminated Top, Satin Finish Bronze -50 Satin Finish Nikoloy Top -51 Satin Finish Bronze Top 68 No Hub Side Outlet 2.r.4`.5*.6' -T Threaded Outlet -X Inside Coulk Outlet -Y Hub Outlet w/Gosket -Z No-Hub Spigot Outlet Add to -50 or -51 TYPE NO. PIPE SIZE TYPE NO. 23502 2 57 23503 3 57 23504 4 58 23505 5 58 23506 6 59 2,3508 8 61 1/2' Min. above flange I Set drain with Waterproofing SOIL SHOULD BE BELOW N MOUNTAIN SERVICES ROAD ASPHALT AND GRAV ROAD TYPICAL SECTION Membrane Clamp Ring and form Invert to drain from FINISH GRADE EDGES top of 3' topping to inlet SECTION C- C C10 SINGLE DRAIN DECK DRAIN CLEANOUT DETAIL, Go CREEK o 4? > V SITE S ITE C16,0 offim GRADIN, G AND D - R__A_ 1 N A G E D E-L I j%J sEWER,�,, F MH 0740 R4,ELEV., ='81,61V 8 - 47. 1 - SEWER low .000 MAIN I 110 115.7 LF-8" PVC i iA il� "I J N1 E 1 IV MAIL 4' f —35 07.00% SDR U70 g F, ""i ME, 0,1 C i Z)tKVlt-;t f , i 7 - OUT idttAN i H ii i! 1 i 1 ' `R n I V ON NO 'Ni ul HER IN "H"I V3 j "1" "815 -8 5," r w , ;PIE p , P b, IN j:i li�,IIHAWWHN, 77"; R 1`11 !AHIN 1 1 1; i 1 !VMM > V , LID' A i; -E li vi g�,,Rgoj R� H st D G HNN1 E; 7 77 fl ""g IL 17,i�, ,� , ", LO J m Nm' q NE IC Ji� j 1 1 H�11 !A A —.13 x 6, F�OPOSED dQ ,,AN-OUT W\\Q 810*3 m m 0 ill SU NN I ii'lil i i i ll ; ill I ;ill' El EXISTING LEGEND 0 o A 7 Fog - SEWER low .000 MAIN I 110 115.7 LF-8" PVC i iA il� "I J N1 E 1 IV MAIL 4' f —35 07.00% SDR U70 g F, ""i ME, 0,1 C i Z)tKVlt-;t f , i 7 - OUT idttAN i H ii i! 1 i 1 ' `R n I V ON NO 'Ni ul HER IN "H"I V3 j "1" "815 -8 5," r w , ;PIE p , P b, IN j:i li�,IIHAWWHN, 77"; R 1`11 !AHIN 1 1 1; i 1 !VMM > V , LID' A i; -E li vi g�,,Rgoj R� H st D G HNN1 E; 7 77 fl ""g IL 17,i�, ,� , ", LO J m Nm' q NE IC Ji� j 1 1 H�11 !A A —.13 x 6, F�OPOSED dQ ,,AN-OUT W\\Q 810*3 m m 0 ill SU NN I ii'lil i i i ll ; ill I ;ill' El EXISTING LEGEND 0 Fog PROPOSED EXISTING GAS LINE PE PE EXISTING ELECTRIC LINE PC PC EXISTING SKI RACE COMMUNICATIONS PQW PQW EXISTING RESORT COMMUNICATIONS EXISTING RESORT FIBER OPTIC LINE PVA-FO— EXISTING QWEST PHONE LINE 2002 n EXISTING QWEST PHONE LINE VA RACE PHONE XIS E TING CABLE TELEVISION LINE PROPOSED COMCAST CATV LINE EXISTING CABLE TELEVISION PER PROPOSED WATER MEETING W/ FLOYD SALAZAR PROPOSED WATER SERVICE EXISTING SNOWMAKING LINES -(S�— ES ES EXISTING SANITARY SEWER ,:w ------- �& EXISTING WATER MAIN L5 - — — — — — — — — - �T) EXISTING STORM STRUCTURE 7_7 Od od od 77 i, lRORO --D� T l f',",77 � 7�` Is, -Q, 7f P M X _w V11\ p w "R P;p "66, APPROAMME �_SHOMNG W&L— LOCAM Nll a– T PROPOSED LEG-END CjtSEK 0 Fog PROPOSED STORM PIPING/MH M PE PE PROPOSED ELECTRIC PC PC PROPOSED GAS LINE PQW PQW PROPOSED QWEST PHONE LINE PROPOSED VA PHONE LINE PVA-FO— PROPOSED VA FIBER OPTIC LINE PVA-RP — PROPOSED VA RACE PHONE PTV - PTV PROPOSED COMCAST CATV LINE — Pw_ Pw_ PROPOSED WATER Pws Pws PROPOSED WATER SERVICE Ps Ps PROPOSED SEWER Psm PSM PROPOSED SNOWMAKING LINE Pss Pss PROPOSED SEWER SERVICE 7 , gc "D 4 V , V: 'IS ij 41 10 J I EXISTING I EWER,"! S R, 1!� i�ANHO 'A' 10560! 1 M I H 1 i i: ol i 85 i (S)� i INVil IN i 1 8173 , 1!T! 11 (N) 11 v bUT *11 811 Kv� b6i I i 1="i laq 6,6� oul', 0L D � E7 G Mi NEC V TO 1 Mi W lnq ra 1 t i , ;ED! I M 11 f� i Jolt, U t �! 1 i=j!pj1/olq � �� ; i Pik"O D v ! 18 j H I j ; T 100 Z, z: 4 ", p Is, CjtSEK 0 L/ c ci L > i I SITE 0 co 0 ()D a C:) r- 11 + 0 i co 110 z 8180 DAYVM ELEV 8140.00 cc n- STA 0+17.17 0 PROPOSED -) `z co cl ELECT. MAINS " Ri 0.55' CLEAR co 110 if STA 0+23.30 Lo , 1 0 + 0 if PROPOSED � if m 0 QWEST PHONE STA 1+05.11 M > > Z 0-R7' ('I FAR FY- OWFST PHONF 7X K co ai co co ci ci rz c! :1 11 to to Ri - 0 E z 10 co - if ui 00 16 11 o i C-4 c o R > I-- Z (L M - 0 - CL - a. 00z 0, 0 0 OD 0 00 C) Co C,4 z 0c) N w m to= 11 > - > o If m 00 z>z (n 1 00 (n to W LLI H 0 0 >- Z La + =I + z Ld (n -j 0 11 zzzzo 04 F: LLJ 0 m o:: u)u)Fxzgmmg V) L 0 r * 00 r (L 0+00 1+00 A A III m ll lk m 16:11illill:M019 SCALE: HORIZONTAL: 1" = 30" VERTICAL-. 1" = 10 PLUMBING TO PROVIDE FLOWS STA 0+25.13 PROPOSED 8" WATER SERVICE 0.93' CLEAR DATUM ELEV 8160.00 STA 1+60.75 PROPOSED QWEST PHONE 0.81' CL EAR SCALE: HORIZONTAL: 1 30' VERTICAL- 1" = 10' STA 0+1 0.02 6' SEWER SERVICE PLUMBING TO PROVIDE FLOWS 8160 04 fl o C ! o 0 ( n K) 00 I 2.71' CLEAR STA 1+73.65 F N 0 D Co 0 if oz 11 < w + < Z > > EXISTING PROPOSED GAS STA 1+58.36 to Q z 1 GRADE STA 1+03.11 3.75' CLEAR to PROPOSED STA 1+58.01 QWEST PHONE PROPOSED SITE --0 .67' CL EAR ELECT. MAIN -.1.6 7 CLEEA PROPOSED GRADE STA 0+36.29 STA 1+07.56 PROPOSED 18m STORM SEWER PROPOSED 76.3 LF-8 PVC INV=8169.36 ELECT. MAIN SDR-35 0 8.00% 1.59' CLEAR 0.78' CL EAR STA 1+73.65 PROPOSED 115.7 LF-8" PVC QWEST PHONE SDR-35 0 7.00% 2.73' CLEAR STA 1+77.04 PROPOSED CATV 3.27' CL EAR Mi c; to (o co co co co 0 0+00 1+00 A A III m ll lk m 16:11illill:M019 SCALE: HORIZONTAL: 1" = 30" VERTICAL-. 1" = 10 PLUMBING TO PROVIDE FLOWS STA 0+25.13 PROPOSED 8" WATER SERVICE 0.93' CLEAR DATUM ELEV 8160.00 STA 1+60.75 PROPOSED QWEST PHONE 0.81' CL EAR SCALE: HORIZONTAL: 1 30' VERTICAL- 1" = 10' STA 0+1 0.02 6' SEWER SERVICE PLUMBING TO PROVIDE FLOWS 8160 04 fl o C ! o 0 ( n K) 00 to I- 0- 00 +0 co + F N 0 D Co 0 if oz 11 < w + < Z > > W > 8200 STA 1+58.36 to Q z 1 15.3 LF-8" PVC C900 0 1.00% 2+00 STA 1+79.51 EX. 6" DIP WATER DEPTH TO BE VERIFIED PRIOR CONSTRUCMON 0.65' CLEAR. CONTACT AEI IF COND111ONS ARE NOT AS SHOWN. 16.5 LF-8" PVC SDR-35 0 2.00% 0) co U rl z (6 00 > 00 CI O 11 z �- *00 if 11 S m Zoo �! > + Lj >: >: 64 �; - w j z z 00 5z : - c, V)Ld X 0- STA 1+98.51 PROPOSED CAN 1,20' CL EAR STA 2+03.53 EXISTING GAS 2.87' CL EAR STA 2+07.72 EXISTING QWEST PHONE 2.23' CLEAR=. STA 1+92.71 EXISTING 10" WATER MAIN TO BE ABANDONED STA 1+96.30 PROPOSED 10" WATER MAIN LOWERED SECTION 1.92' CLEAR STA 0+11.10 PROPOSED 30* STORM SEWER INV=60.55 1.00' CL EAR FLOWS ' D VERIFY INVERT 816 • 37.1 LF-8" YELLOWMINE 01.507o 1+00 2+00 a I I flA o .30' a m 0 • SCALE: HORIZONTAL- 1 30' VERTICAL- 1" = 10 C! Lo Z CD f? < - F, m ui II to CL + 011 000 C-4 L z a I if g zz o > > (n C-) (n z z STA 2+40.97 EXISTING ELECT. MAIN 4.47' CLEAR STA 2+48.01 EXJSTING GAS MAIN 5.40' CLEAR STA 2+52.21 PROPOSED 18" STORM SEWER INV=61.44 5.58' CLEAR STA 2+39.54 EX. 10" WATER MAIN DEPTH TO BE VERIFIED PRIOR CONSTRUCTION 0.89' CLEAR. CONTACT AEI IF CONDITIONS ARE NOT AS SHOWN r �' 4K DRIv (,W6L 4 � �- c7l 0 L� Y to SITE r �' EXISTING LEGEND EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING SKI RACE COMMUNICATIONS EXISTING RESORT COMMUNICATIONS - i "I - ! PROPOSED STORM PIPING /MH PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED QWEST PHONE LINE PROPOSED VA PHONE LINE PROPOSED VA FIBER OPTIC LINE PROPOSED VA RACE PHONE PROPOSED COMCAST CATV LINE PROPOSED WATER PROPOSED WATER SERVICE RESORT V EXISTING OPTIC a EXISTING QWEST PHO LINE 20 EXISTING QWEST PHONE LINE EXISTING CABLE TELEVISION LINE EXISTING CABLE TELEVISION PER MEETING W/ FLOYD SALAZAR EXISTING SNOWMAKING LINES -o��� ��, -, . �. ��,- EXISTING SANITARY SEWER EW EXISTING WATER MAIN sT EXISTING STORM STRUCTURE PS PS PSM -•• -i r • m - i•i r PFDC (FDC r • ?N r r ST ANDPIP E) f0 : 11 N M Fll # # ,•.•• # ri - • # i, r • W 3. ALL - T OWN O F CORE AREA IS TO INCLUDE A RESTRAINED JOINT SYSTEM P ERW&SD SPECIFICATI P ROVIDE 4. ♦ ♦ SU PRO T E CTI O N SYST • i ♦ • N LOCATIO L ODGE i PROTEC11 L ODGE • ; • PRO TECTI O N AL PINE : FIRE PROTECTIO - CHALETS 8" FI PROTECTI SKIE SE 8" r PRO TECTI O N SU PROTECTION SYSTEM IS RECOMMENDED IN ALL BUILDING WATER ENTRY ROOMS FOR BOTH DOMESTIC AND FIRE PROTECTION LINES. THE SYSTEM SHOULD INCLUDE BOTH PR ESSU R E • # A PR ESSU R E R ELIEF V y REC OMMENDED # C # TO THE MECH ENGINEE • PRO TECTI O N i a r D EP AR TMENT ♦ # E RIVE W A TE R ♦ # ♦ ♦ • DISTRICT. AP VERIFY ALL •i it ♦ ♦ l•i SORB CH EY" DRiy$ 1 J D S r SITE C 19,0 SCALE: 1" = 30' INSTALL A 6' GATE VALVE . . . . . . TO MAINTAIN RIVA RIDGE SOUTH WATER SERVICE. REMOVE' AND' REPLACE "ib' ' FULL R Ar AD WIDTH ASPH ALT L-A Ae A CONNECT TO EX. 6" WATER MAIN. CONTRACTOR TO VERIFY F 60 DEPTH PRIOR F_ TO CONSTRUCTION. yy AR w PROPOSED 12" x 6" REDUCER PROPO P, 9 1 fi 12" GATE VALVE ' U, % &N " g 7 % r . A . 7�_ gz F7 V 5 RI �E _4 b , e -. ,� is C to 01 " , x crj 0 ' -` E (SOUTH, TS X/ X" r / � R IN FEET 4 � ' C'2 43 I inch 10 ft. 2 " 410 A l k DATUM EIET 8144. N EXISTING GRADE STA 0+34.38 EX. 18* SANITARY SEWER MAIN. INV=47.31 5.74! CLEAR STA 0+78.00 EX. CAN 2.38' CLEAR STA 0+74.28 EX. QWEST PHONE LINE 2.57' CLEAR STA 0+66.06 PROPOSED 3TORM SEWER IN V- -60.91 4.25' CLEAR !s - GAS MAIN 3.52' CLEAR STA 1+03.69 PROPOSED QWEST PHONE LINE 2.52' CLEAR STA 0+98.35 PROPOSED CATV 2-53' CLEAR STA 0+94.11 PROPOSED 8" SANITARY SEWER MAIN. INV=54.62 1.36' CLEAR 0 0 z a _j ui m C 1 4 (n C4 1+00 WATER MAIN LINE PROFILE SCALE: HORIZONTAL: 1" = 10' VERTICAL-. 1" = 10' STA 1+07.38 PROPOSED 18" STORM SEWER INV=61.70 3.59' CLEAR CONNECT TO PROPOSED 12" GATE VALVE CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUC*nON. Ak 0__ OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. EDWARDS, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 84259.1 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION 01 01.20.06 CONSTRUCTION EXISTING ISSUE F CONSTRUCTION AS 04.03.06 BLDG DEPT RESP EXISTING RESORT COMMUNICA TIONS FINAL CONST. 4 05.15.06 BLDG DEPT RESP EXISTING QWEST PHONE LINE 2002 FINAL CONST. EXISTING 04.27.07 ASI-501 EXISTING CABLE TELEVISION LINE FINN. GRADING iv 00 I? r. CD C 0 0) (n m 2 0 0 CD 0) 0 a- 0 0 0 0 8 W 0 + + < 00 ".' 0 x 2 C14 2 04 8180 8160 CONNECT TO EX. 6" WATER MAIN. CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION. m P�j V , 1 Qf�f Q, MWEI, > rr 'If 4sm-mmmmum r EXIS TING LEGEND 2fl21mmmmmmmmm0mmM EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING SKI RACE COMMUNICATIONS EXISTING RESORT COMMUNICA TIONS - PV,%-M- PVA-fff- PVA-Ff*-- PVA-M- EXISTING RESORT FIBER OPTIC LINE EXISTING QWEST PHONE LINE 2002 VA FIBER OPTIC LINE EXISTING QWEST PHONE LINE 7TI EXISTING CABLE TELEVISION LINE PROPOSED EXISTING CABLE TELEVISION PER PROPOSED MEETING W/ FLOYD SALAZAR PROPOSED EXISTING SNOWMAKING LINES PROPOSED EXISTING SANITARY SEWER U--& EXISTING WATER MAIN D .......................... 4sT) EXISTING STORM STRUCTURE PROPOSED LEGEND 2fl21mmmmmmmmm0mmM PROPOSED STORM PIPING/MH PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED QWEST PHONE LINE - PV,%-M- PVA-fff- PVA-Ff*-- PVA-M- PROPOSED VA PHONE LINE Pvkm - PVA40- PVA--M - PROPOSED VA FIBER OPTIC LINE PROPOSED VA RACE PHONE PROPOSED COMCAST CATV LINE ff— m— m_ Vw_ m_ PROPOSED WATER PROPOSED WATER SERVICE PROPOSED SEWER PROPOSED SNOWMAKING LINE PROPOSED PFDC (FDC AND/OR DRY STANDPIPE) SITE 0 C) SITE SITE x L 0- 0 Orr a. n.t o a o (A ch 8220 {{ � F-•�•—•-1 •i 8180 DATUM ELEV 8170.00 ♦ M r w 0 AK SCALE: HORIZONTAL: 1" = 30' VERTICAL: 1" = 30' Q w W I- wI v 00 Z 0¢ r- Q h O z CO W Csi > to W `- W O +�l +� +�� x }. Ox o < 0 O oOmZ 0 X <& x I— LLJ Z to a: V3 cQ Ln 00 c!s ,- 3 0 8200 EXISTING GRADE PROPOSED GRADE MEN PROPOSED STORM. INV -78.69 _ iV • :1 .DATUM ELEV 8170.00 Q0 rn � 001 00 .tII#Is1 STA: 0 +10.50 11.25' VERTICAL BEND ALL WATER MAINS WITH LESS THAN 7' OF COVER TO BE INSULATED PER ERWSD REGULATIONS ♦ • M LINE #3 T H AN AIR EVACUATIO AND . . SUR PRO TECTI O N IN THE P CH WATE SE ENT ROO PER VARIANCE APPLIED FOR AND ACCEPTED ON MAY 08, ••• i I- W 0 V Q 4 / LL t 4 Z q l ' < to 0 � 5 Z d _j La Z CO -! p > OO�{171r N~ Z MMF rn J rn z t] x v QS0 <014 p00 Z Off\ C)��pNW W w Z H : i 5 I- X 0 w t- C-4 •- � F- Vs M Cn c0 <n 00 N 00 �► 0 fn x N i /y > ,-- (n x .} 8180 d � STA 0 +25.36 I- � of 8200 :0.1'00 {n 00 fJ} e- EXISTING PROPOSES) STA 1 +10.90 u WATERMAIN 3 PROPOSED OWEST PHONE 8" DIP 12" STORM SEWER PROPOSE° d P �N W 2 W d d d d V x as a-W cr O x wz <w °- btj0 -1 �' C d In aw z C.) _j a Om >a a. z -- � xx� c Z V � >� N c z°Q d cow °o0 z N• O_d >dd NN 03 0 N C7 U > V Gl Nol < O00 Z Oh Q N O m ,Z x O-ZW z0= 0s01x xxxxxx x Zx� zCL x a. J 0 L) 0 S - z WWWW WW ,JW W m -� Od x x cod 0C.? MOr W t0 r.d — F U 0 0 0•� �F c6 0d0 c OZ (0 Nz � o O rt uj N d '.F 6 4� a m �� v LnW O EXISTING GROUND 0 w W N W d n ix + Z .1. Z v ,•� ►+ 1` oo ao ao rn 0 0 � o .- O � M W 9 �, W ro 6 0 as ow- o Oo O =� om + 0 0 0 0 + +. ! ± ±� ± ° ±w ± ±°� ±� i - 1 STA CONNE EXISTII WATEI ALL WATER MAINS WITH LESS THAN 7' OF COVER TO BE INSULATED PER ERWSD REGULATIONS SED 0L vQ p d Z 4 / LL t 4 Z Q om .._ 4L Z t Q (w 4 < ` �t Q �g Q g Q -L t� it _ d ...._ s ADE d d ii W 1— > aA d o. ut to �" <n f '�C _I I-- ' to W to „_ I- I- 1- 1- !- t 0 to to to 0 F- 1. 1- 0 0 )< rn I- > 1w- C-4 N- W n_ d � F- � I- � of 8200 :0.1'00 {n 00 fJ} e- EXISTING STA 0 +96.02 STA 1 +10.90 u WATERMAIN 3 PROPOSED :CT TO 1G 10" 8" DIP 12" STORM SEWER 18" STORM SEWER 1 MAIN INV =63.07 DATUM ELEV I 4.34' CLEAR 3.58' CLEAR 8150.00 8180 r CAL xrlMU►�, STA 1 +53.08 I IIA 2'1 Cleo PROPOSED DATUM ELEV , r ; 10" t DIP 195 MIN. SLOPE I UP I K° I I 8170.00 0.00 COVER 5.5' 'u cn > - 0 0 � m to ;v __l M -1 v m to �l x -I � - m C/) 0 0 - o p> Cp�N> Q - o � >�Z+ ate O MZ ��> m � j r. O +� h O + M > 1-- 0 000 c�i -C W �Z >00 co 00 _ moo =CSt m z 0! co -t rn ; i► to zo oo 20 0 ,�", > 0 c 'c o c�i)z� �n to 0 +00 TBA =T0 BE ABANDONED Z' y 1+o0 >0 -+ z WATERLINE E PROFILE SCALE: HORIZONTAL: 1" = 30' VERTICAL- 1 " = 30' n c Q LLJ i `�z L,, �Q w W Q ;°im -cw 04 m c�c-j 0;< x CV 00 r- > CV w +ok '- N +zok — +xx�W �- �i-w d 7 � N r a cp Z � H �- £� e- x t Cn S CV t N x C-1 i to 00 3 to {n 00 fJ} e- EXISTING GRADE FS �- a 1L W 0 o z O o 0 C9mOZd� 1 x0E0 00 W9_ cLo 0 +00 1 +00 WATERLINE 3 PROFILE i a w SCALE; HORIZONTAL: 1 = 30' a rn > 0ppd < W O WU-v)co 818r -I DATUM ELEV 6150.00 STA: 1 +72.70 CONNECT TO EXISTING 10" DIP Mz ix--i A p N > may --<Z rq -00, mzO z o o > cn car 0 z:=f� 1 +72.70 z Z .. . K ISTING •• w SCALE: HORIZONTAL: 1" = 30' SCALE: HORIZONTAL: 1" = 30' VERTICAL: 1 = 10 VERTICAL: 1" = 10' VERTICAL- 1" = 10' N N cn O N f�- O O N co N ti as 0 r — f. t =e " 3 d STA 1 +72.36 PROPOSED 8160 - - - — - — _ ELECT. MAIN STA 1 +04.43 _ 2.52' CLEAR PROPOSED EXISTING STA 0 +96.02 STA 1 +10.90 WATERMAIN 3 OWEST PHONE PROPOSED PROPOSED 8" DIP 12" STORM SEWER 18" STORM SEWER INV =64.16 INV =63.07 DATUM ELEV 4.34' CLEAR 3.58' CLEAR 8150.00 STA 1 +53.08 _ PROPOSED , r 18" STORM SEWER r` K° INV -62.07 co °� ° co 3.50' CLEAR 0 +00 1 +00 WATERLINE 3 PROFILE i a w SCALE; HORIZONTAL: 1 = 30' a rn > 0ppd < W O WU-v)co 818r -I DATUM ELEV 6150.00 STA: 1 +72.70 CONNECT TO EXISTING 10" DIP Mz ix--i A p N > may --<Z rq -00, mzO z o o > cn car 0 z:=f� 1 +72.70 z Z .. . K ISTING •• w SCALE: HORIZONTAL: 1" = 30' SCALE: HORIZONTAL: 1" = 30' VERTICAL: 1 = 10 VERTICAL: 1" = 10' VERTICAL- 1" = 10' N N cn O N f�- O O N co N ti as 0 r — f. t =e " 3 O 0 N CA U a� v7 m 0) rt O O aj O O I- W 04 z t600WO o x x mt w i! Q to w z 0 0 a: 0 +00 d O 0 N CA U a� v7 m 0) rt O O aj O O I- W 04 z t600WO o x x mt w i! Q to w z 0 0 a: 0 +00 G �l j f 1 0 / f s [ �, f • J ' F r ` ✓ � > f J" f `, - i:!:, `W, a",. 3 s, v ",'4 ' � \` i .,, PROPOSED .r $ DIP STAGING AREA; CHALETS AND SOUTH TOWER i r\ _ � sue. � aw. nwss rrs 1 STAIRWELL HOSE CABINET [FROM INTERNAL FIRE SYSTEM] 0 F'• ,r9 a �� �IV��Vf,�/tnilIll /V�1 c t I �\� wowos t w�s..;en.e s trsi t w�soss: { 5,, 6, Y . J , S .. *§'< fit?, ��I:. 3 • . sru ,S 'r4ik � } .el �= a:`{s .t} r / Nil TT t 1 „� .. „ .... :. .,. ..rrl ... , .. �, ', u.......+� - 1 .. :.._- .," ► 1 .... _... f.. /, ,.. ,. _ .. ✓.r. rrr.... ......_� a _ . __ . � - ` .•... � ._ _`_.. «i:. f- 1 iTi pow r E� %s3 i r f — --, PROPOSED v ^• F.H. # : `� r ' •.. r ,,..✓ ^" •rte J . . '� ` PROPOSED A r � ` 10" DIP �� t r J r e , GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. Q� V +q/ Q 'es l� ►1 r l IL l 1 f , , t, rl G YY } IP w 1 STAGING AREA; Ew LODGE AT VAIL AND SOUTH TOWER E L " 4 1 — #! i • r • i i i : ` :` i• i •# i ! i !• • • • r• : • r• i i rr i , • .r r ••! r rim , w w rr! ! ! it •! r r `• --• r : i i r r i •r • # r : • , w ''• ! • :• i• i • r • • • • • • ! • • •• • r -• - • ` r - w i w r i• • i• :, i• : r •- • irr �♦ i• i EXISTING FIRE HYDRANT ` • s • i Ili i •!• i RUN# FIRE FLOW MODEL RUNS 1 FH #1 1333 \, 6 1333"* ALSO, 7 1333 SEE NOTE # 2 FH #6 1333 SITE 7 1333 8 1333 3 FH #9 20100 11 2000 * WIN TER 4 FH #3 2000 SUMMER 9 2000 FH #1 1500 5 2 25x0 *, WINTER FH #1 1000 6 2 200)0 SUMMER 3 1000 'E / t 1z Till } + + +� t� 1 4 � !! r t z e r } l s f t i € E E ,'s( l lili4ip STAGING ;ONE <Ilkl vaiL aND SIC] { ; ; z {7 LL?I t E } - ♦ I' 1 4 4 t i i S } 4 E. € i ( ..��.+'�' (. TAT f ;+ `.rr '� . _ C��,�'�"" .r�• t t�J #€ t (It E + f = t! ,{ / It, i I t `f +� E {_ = f' E s. i i `DIP G :s t 1 jt tt E i ,1(Ii t i k t4 � 1 ( 4 1 41' � � }; 1 S +i .= ti 1 � t, ( (, {= E f 1 4 1 ? s =3 } �1� } ; s AB ; CO I s` .. EN( , .(:: i = '• ( 1... ` ! 3 t S ; t 4 !y �V �S ` E' ' i� �.y,. + ,x i , i , i s i i � , r , � i :`• i i ! ! s t Its E , k i s AT,, I :::1 i i }. „ t s! (' , t€ .,i�e }i l+ ij„ , .( 'i,ii. • , , t, ) t . , ,. 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TWO 4" CONDUITS TO THE BASE OF • ♦ L RUN (SPECIAL EVENTS HAND • ♦ i TWO S PAR E C T • M B UILDING O F AB ♦ i i i F GUN INST VAIL R ES OR TS • ♦ OPERA ♦ ! i C • C A LL THE • M INST • C C • • i A • e V R ES OR TS M OPERA • C H C RO SS ENERGY FOR 480v TRANSFORMER MATERIAL DELIVERY, INSTALLATION AND R EQUI R ED i • N NA 0 LEGEND NON - SHRINK RE: STORM DRAIN DETAILS FOR FRAME EG• EXISTING GAS LINE v L E EXISTING ELECTRIC LiNE 4 EXISTING SKI RACE COMMUNICATIONS ffi - EXISTING RESORT COMMUNICATIONS v " R L.VA­ P 0 EXISTING RESORT FIBER OPTIC UNE =.�, W ,p EXISTING QWEST PHONE LINE 2002 z E.ow EXISTING QWEST PHONE LINE 4 ETV EXISTING CABLE TELEVISION LINE E TV 1 EXISTING CABLE TELEVISION PER EL•8190.50' MEETING W/ FLOYD SALAZAR ESM EXISTING SNOWMAKING LINES MIN 12' 4 1 EXISTING SANITARY SEWER F';j,' = rill EXISTING WATER MAIN – - - — x � — EXISTING STORM STRUCTURE PSM PROPOSED SNOWMAKING LINE Y 'Vl S wI s P� 4 is ! s i f i i s i rr i ni (il iz i li i t 34 ki Jl i ( Al ; 'i PROPOSED 2CI SKI WAY Ew ew ikv Fit f It Wf BITUMINOUS OR PLASTIC COATED ' MA INDUSTRIES OR EQUAL 7' MIN NON - SHRINK RE: STORM DRAIN DETAILS FOR FRAME GROUT & GRATE OR FRAME do COVER TYPE. l I 1J2` STEEL EL 8211.00' ADJUST TO REQUIRED GRADE WITH A MAXIMUM DISCHARGE SPLASH MANHOLE KNOCKOUT LOCATIONS t° PLATE INSTALLED OF ONE 2' THICK REINFORCED CONCRETE GRADING RINGS SET IN NON - SHRINK GROUT N ON BOTTOM z X INSIDE LIP TO BE MAX 3 m. HIGHER THAN PRECAST REINFORCED CONCRETE MH CONE OUTSIDE LIP t` INSTALL 1' DIAMETER RUB`R -NEK JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE; GROUT LIFT HOLES ON INTERIOR, INSTALL 1 1 12" DIAMETER RUB`R -NIX ON MANHOLES LARGER THAN 48' S.OX EL•8190.50' 6 " TYP t PRECAST REINFORCED CONCRETE MANHOLE 8" MIN —�- BARREL PER ASTM -C478 MIN 12' 4 1 n INSTALL A T2' COMPACTED 3/4 7 --*- M i SCREENED ROCK CONCRETE --(. F ; THRUST BLOCK PRE -CAST MANHOLE BASE AND z AROUND THE 30" RCP INVERT OUT +n DISCHARGE PIPE >k TM EL- 8203.00' U a 3* STEEL INVERT IN 3" STANDARD EL- 8201.00' WELD ELBOW PROPOSED CP t= DISCH ARGE PIPE, L ''•4 2 3'x6' BELL SEE STORM PLANS ` 1.. REDUCER FOR SLOPE AND ANCHOR 6" WELDED " LOCATION. DISCHARGE 12' PIPE OUTLET PIPE TO INSIDE OF 6' HIGH MANHOLE VELOCITY DISCHARGE ALL MANHOLE STEPS "u OUTLET' PIPE Wf BITUMINOUS OR PLASTIC COATED ' MA INDUSTRIES OR EQUAL 7' MIN PROVIDE HIGH STRENGTH, NON - SHRINK GROUT 1J2` STEEL 48" DIAMETER AROUND ALL PIPES AT DISCHARGE SPLASH MANHOLE KNOCKOUT LOCATIONS t° PLATE INSTALLED N ON BOTTOM 4' DUCTILE IRON PIPE MANHOLE FOR MANHOLE DRAIN LINE ALSO SEE STORM PLANS 4" D.I.P. INVERT OUT S.OX EL•8190.50' 8" MIN MIN 12' 4 1 4 COMPACTED 3/4 7 --*- SCREENED ROCK PRE -CAST MANHOLE BASE AND FIRST BARREL SECTION CAST MONOLITHIC ASTM -C478 MIN a NOTE: THE CONE SECTION AND THE APPROPRIATE STEPS ARE TO BE SET ON THE NORTH SIDE OF THE MANHOLE (90' FROM THE INVERT iN AND OUT) TO AVOID DISCHARGE PIPE HIGH VELOCITY FLOWS. ALL OF THE DISCHARGE PIPES FOR THE SNOWMAKING DRAIN ARE TO BE CONSTRUCTED OF SCHEDULE 40 STEEL WITH WELDED JOINTS AND COATED ON THE EXTERIOR TO INHIBIT RUST. THE PROPOSED DRAIN SHUT —OFF VALVE IS TO BE A MINIMUM ANSI 600# VALVE WITH A MINIMUM 1440psi RATING, THE VALVE BODY IS TO BE A GEARED OPENING BUTTERFLY VALVE. AG 27 ' 't Colorado r w G°TLE xiTiB Rzv� - ¢ t� enl a 1 ±m SNOWMAKING PLAN C2 SCALE: 1" = 40' � . c S T REMAIN EXISTING 9 6 'x6 SPLICE VAULTS �_OR� S UTH RUN RELOCATION, SET OVER EX. LINES. MOUNTIN ROAD ELECTRIC TO RE AIN. 0 0 on Immam a.. a � 0 ►, • 0 BE ; BE • • • rli Ito . ; . , • ..�j1� .r� AN. ••i•i � �:i 82 i i•� i 81 90 clq HOLY CROSS HORIZONTAL SCALE: 1 - =�" E � E C T R! C_P.LA,N INSTALL ##5 REBAR IN CONCRETE ,,,�. -•� PROPOSED ENCASEMENT CONCRETE SLAB AT ALL FOUR OR EARTH FILL CORNERS PROPOSED CONCRETE ENCASED a .. w . ... .. .:.:........,....a......,. , ....._ ,'.:. ELECTRIC CONDUITS (3 -6 ") PROPOSED CONCRETE STRUCTURAL SLAB OVER STRUCTURE SECTION A--A NOT TO SCALE BE REMOVED`F PROPOSED SPLICE VAULT 411 In i 1 •.� At k •fox. T 'W p � ANENT C f r • • -: 0 % --_.. = : ' M i 2 � R a 0�4 1 Aii 0 Res. im TT&& TO WA y J t; TOP OF CONDUIT 6" rMUq"GAS PRIMARY OVER STRUCTURE – GENERAL NOTES: SITE PRIMARY INSTALLATION – GENERAL NOTES: BELOW BOTTOM OF nlnn 8 CONCRETE ROAD PROPOSED 20" _–PROPOSED – ALL HOLY CROSS ELECTRIC INSTALLATIONS ARE TO CONFORM TO CURRENT –THE UTILITY CONDUIT TRENCH EAST OF THE VISTA BAHN CHAIRLIFT FROM 25" 20" GRADE 1.5 "WA ER HOLY CROSS ELECTRIC STANDARDS AND SPECIFICATIONS. STORM DRAINAGE STRUCTURES E -3 TO E -5, IS TO BE POT –HOLED TO VERIFY PROP SED PROPOSED STRUCTURE 4 "GAS 8160.00 00 LO 0) 0i –ALSO SEE SNOW MAKING PLAN FOR ADDITIONAL NOTES AND DETAILS. – COORDINATE WITH VAIL RESORTS MOUNTAIN OPERATIONS FOR THE JOINT INSTALLATION OF SNOW MAKING FAN GUN CONDUITS. �- ►" =,11: i ' 2 r� Co PROPOSED r_ HORIZONTAL, SCALE: 1"-201 Co 00 Co VERTICAL SCALE: 1 " =20' TRANSFERED TO THE CONCRETE STRUCTURE BELOW. SUBMITTED AND APPROVED ON FEBRUARY 26TH, 2007. 0 +00 SITE –THE 480v TRANSFORMER VAULT 1 +00 EXISTING LEGEND A4 AA PROPOSED EXISTING GAS LINE 10 "WATER EXISTING SNOWMAKING LINES EXISTING ELECTRIC LINE EXISTING SANITARY SEWER >Y Eb£va EXISTING SKI RACE COMMUNICATIONS ­-OW EXISTING WATER MAIN F --a- - ,--f EXISTING RESORT COMMUNICATIONS ---- ••-- •a - ® - -•- CT EXISTING STORM STRUCTURE EXISTING RESORT FIBER OPTIC LINE +167.86 EXISTING SPOT ELEVATION m _ =w EXISTING QWEST PHONE LINE 2002 THIS ENCASEMENT SHALL BE A MINIMUM EXISTING CONTOURS p EXISTING QWEST PHONE LINE EXISTING AND PROPOSED PERMANENT BUILDING FOOTPRINT £ =v EXISTING CABLE TELEVISION LINE �, rr EXISTING CABLE TELEVISION CROSS ELECTRIC WARNING TAPE IS PRIOR TO BACKFILLING. TO BE PLACED ABOVE THE ENCASEMENT –A PROPOSED 480v VAULT AND TRANSFORMER ARE TO BE INSTALLED ADJACENT TO THE 41 –P2 TRANSFORMER FOR VRDC SNOWMAKING FAN GUN POWER. NOTES: – CONTRACTOR TO INSTALL PULL STRINGS IN ALL PROPOSED CONDUITS AND PROVIDE A MINIMUM 5' RADIUS FOR HORIZ. BENDS –SEE COVER SHEET AND DETAIL SHEETS FOR ADDITIONAL NOTES, SECTIONS AND DETAILS. –ALL CONDUIT INSTALLATION IS TO BE INSPECTED AND APPROVED BY HOLY –480v POWER FROM THE EXISTING SPLICE VAULT SHOWN ON THIS PLAN IS TO – CONDUITS (ONLY) INSTALLED FROM D TO A AND FROM J TO I IN FALL OF 2005. LO –ALSO REFER TO 2005 UTILITY RELOCATION PLANS FOR ADDITIONAL NOTES AND INFORMATION. 6 � –ALSO SEE SNOW MAKING PLAN FOR ADDITIONAL NOTES AND DETAILS. – COORDINATE WITH VAIL RESORTS MOUNTAIN OPERATIONS FOR THE JOINT INSTALLATION OF SNOW MAKING FAN GUN CONDUITS. �- ►" =,11: i ' 2 GREEK DRI Vg � PROPOSED –THE 480v TRANSFORMER WILL GENERATE A 60Hz HUM THAT MAY BE DEPTH OF COVER IN CONJUNCTION WITH THE REVISED SKI YARD GRADING 12 "STORM TRANSFERED TO THE CONCRETE STRUCTURE BELOW. SUBMITTED AND APPROVED ON FEBRUARY 26TH, 2007. PROEQSED SITE –THE 480v TRANSFORMER VAULT REQUIRES A GROUNDING STRAP PER HOLY –THE EXISTING 120v/208v TRANSFORMER, 41 –P2 LOCATED IN THE ABC YARD, IS A4 AA PROPOSED 10 "WATER CROSS ELECTRIC SPECIFICATIONS BONDED TO THE BUILDING STRUCTURAL REBAR. TO BE USED FOR THE PROPOSED 400A VRDC SPECIAL EVENTS POWER. VRDC STRUCTURE –ALL OVER STRUCTURE PRIMARY ELECTRICAL CONDUITS ARE TO BE ENCASED. MOUNTAIN OPERATIONS IS TO PROVIDE A LOCATION FOR THE PROPOSED PANEL. THIS ENCASEMENT SHALL BE A MINIMUM 6" THICKNESS ON AT LEAST A MINIMUM –2 -4" CONDUITS ARE TO BE PLACED TO 2 LOCATIONS SHOWN ON THIS PLAN PERMANENT THREE SIDES CONSISTINC OF 4000psi CONCRETE THAT IS TINTED RED. A HOLY FROM THE PROPOSED PANEL LOCATION FOR FUTURE SPECIAL EVENTS POWER. SHORING WALL CROSS ELECTRIC WARNING TAPE IS PRIOR TO BACKFILLING. TO BE PLACED ABOVE THE ENCASEMENT –A PROPOSED 480v VAULT AND TRANSFORMER ARE TO BE INSTALLED ADJACENT TO THE 41 –P2 TRANSFORMER FOR VRDC SNOWMAKING FAN GUN POWER. –ALL CONDUIT INSTALLATION IS TO BE INSPECTED AND APPROVED BY HOLY –480v POWER FROM THE EXISTING SPLICE VAULT SHOWN ON THIS PLAN IS TO LO 6 6 � CROSS ELECTRIC PRIOR TO BACKFILL OR ENCASEMENT. BE INSTALLED AS 3 -6" CONDUITS TO THE ALPINE SKI CLUB 480v TRANSFORMER –ALL VAULTS, CONDUITS AND BENDS ARE TO BE PROVIDED BY HOLY CROSS PER THIS PLAN AND PROFILE. 00 05 00 °° ELECTRIC AND NOT MODIFIED IN ANY WAY. 2+00 3+00 PROPOSED LEGEND PROPOSED GAS LINE PS PROPOSED SEWER PRIMARY ELECTRIC GENERAL NOTES — PROPOSED ELECTRIC PROPOSED WATER 1. 4 feet of bury is required on normal electric line installation. PV"°Q"• —PVA PVA. A PROPOSED RESORT RACE PHONE , �? __ PROPOSED STORM PIPING /MH 2. Transformers service: ° -PYA- PVA M PY A-41 PROPOSED RESORT PHONE LINE PROPOSED TOP /BOTTOM STAIR PROPOSED TOP /BOTTOM WALL 41 —P1 serves the International Wing and part of Lodge at Vail. TS 80.5/85 80.0 TW 95.5/8EW 90.0 41 —P2 serves One Vail Place, probably the LPR(Lower Patrol Room), and the lift house at Chair #1.* PYA—F0 PVA- pYA-M PROPOSED RESORT FIBER OPTIC LINE 85.,1+ 8,85.,,+ PROPOSED SPOT ELEVATION 41–P3 serves the restrooms, the snowmelt boiler at the restrooms, ticket office and the Hill Building. [Hauserman Bldg PROPOSED QWEST PHONE LINE per Holy Cross plan. Per Holy Cross, it also serves the PLAZA BLDG and one or two middle Lazier Arcade PROPOSED CONTOURS units [Clocktower], but not per Encore Electric (Marlin Linder). PTV gam' K'° PROPOSED COMCAST CATV LINE PROPOSED CURB AND GUTTER 39 — P11 serves the Lodge Tower (and is North of the Lodge Tower Building). PROPOSED IN ELEC. SPLICE VAULT _ °= PROPOSED STRUCTURAL WALL, 39 —Y12 apparently only serves the exsiting mountain services road electronic gate and is a single phase transformer. is TRANSFORMER /SWITCH GEAR Structural Stacked REINFORCED WALL & BOULDERS ® ����� Cast In Place Boulders 3. When electric power is interupted following the completion of conduit installation, a temporary p ED BY TEMPORARY ELECTRIC SERVICE ALSO SEE THE PROPOSED LANDSCAPE PLANS ( g enerator) m be needed to maintain service to existing structures during the change—over roc ss. (9 ) Y g g g P PROPOSED NOTES: SNOWMAKING LINE FOR TYPES OF ROADS, WALKS, WALLS ETC. 4, Consider power (services, conduits, etc.) for special events, summer activities and Hart /Howerton A UG z` – COORDINATE WITH VRDC FOR SPECIAL EVENTS POWER PANEL, CONDUITS AND HAND HOLES INSTALLATION. concerns within and adjacent to the ski yard area. –ALSO SEE SNOW MAKING PLAN FOR ADDITIONAL NOTES AND DETAILS. – COORDINATE WITH VAIL RESORTS MOUNTAIN OPERATIONS FOR THE JOINT INSTALLATION OF SNOW MAKING FAN GUN CONDUITS. �- ►" =,11: i ' 2 024.0 SCALE: 1" = 40' GREEK DRI Vg � 0 g p� SITE 024.0 SCALE: 1" = 40' _V7 ,,.ABLE % HORIZONTAL SCALE: 1 PROPOSED 8260 CONCRETE ENCASED PROPOSED ELEOMMIC TS CONCFEM HORIZONTAL SLAB PROPOSED SIM SLEEVE 7­7 8250 SCALE: 1*=20' CONCRETE A W4 ENCASED GAS VERTICAL 0 PROPOSED SCALE: 1 =20 8240 ' CONCRETE ROOFSLAS 'AMLATm PARKING OR 8230 LOADING DOCK N.T.S. SECTION THRU STRUCTURE METERS (SKIER SERVICES, CLUB AND GARAGE) PR G) 3 Z wir 111111 la, I W 110 000 0 0000 0 0 PROPOSED *,.R R-1 rel 8185.11 X PROPOSED SPOT ELEVATION X EM PROPOSED 7,7 _8170— PROPOSED & Ll . . .. .. . . 8220 PROPOSED ELEC. SPLICE VAULT TRANSFORM ER/SWITCH GEAR ---------- TEMPORARY ELECTRIC SERVICE PE— FE— IIE:— PE_ M_ PROPOSED Woo 0 3 .74 Fa M-7 74 yJ III! _V7 ,,.ABLE % HORIZONTAL SCALE: 1 PROPOSED 8260 CONCRETE ENCASED PROPOSED ELEOMMIC TS CONCFEM HORIZONTAL SLAB PROPOSED SIM SLEEVE 7­7 8250 SCALE: 1*=20' CONCRETE A W4 ENCASED GAS VERTICAL 0 PROPOSED SCALE: 1 =20 8240 ' CONCRETE ROOFSLAS 'AMLATm PARKING OR 8230 LOADING DOCK N.T.S. SECTION THRU STRUCTURE METERS (SKIER SERVICES, CLUB AND GARAGE) PR G) 3 Z T ? 196 F MILL CREEK ciRCLE " Y 4 8220 mmma"Wo Wawa mmommir,=0 PROPOSED STORM PIPING/MH 8185.11 X PROPOSED SPOT ELEVATION X EM PROPOSED 7,7 _8170— PROPOSED CONTOURS . . .. .. . . 8220 PROPOSED ELEC. SPLICE VAULT TRANSFORM ER/SWITCH GEAR ---------- TEMPORARY ELECTRIC SERVICE PE— FE— IIE:— PE_ M_ PROPOSED ELECTRIC ft — "_ M _ M _ "_ PROPOSED GAS LINE PROPOSED — --- -- VA-411 — VA-Pli — VA-F" — VA-4-4 — PROPOSED VA PHONE LINE — PVA-+D — WA-+M — WA-+'D — RVA-M — 8210 VA FIBER OPTIC LINE — PVA-4?Pl— PVA-AP— PVA- FIVA-T*— PROPOSED VA RACE PHONE _PW_$W_PW_#W_ PR POSERPARM MTV LIN PW- Pw- PW_ PR PO ED WATER PROPOSED PR PROPOSED - SITE WALL— — —7--:7 )POSED 4 GAS LINE PRPPO< E L ......... ........ T ? 196 F MILL CREEK ciRCLE " Y 4 8220 mmma"Wo Wawa mmommir,=0 PROPOSED STORM PIPING/MH 8185.11 X PROPOSED SPOT ELEVATION X EM PROPOSED BELOW GRADE ELEV. _8170— PROPOSED CONTOURS PROPOSED 8220 PROPOSED ELEC. SPLICE VAULT TRANSFORM ER/SWITCH GEAR ---------- TEMPORARY ELECTRIC SERVICE PE— FE— IIE:— PE_ M_ PROPOSED ELECTRIC ft — "_ M _ M _ "_ PROPOSED GAS LINE PROPOSED — --- -- VA-411 — VA-Pli — VA-F" — VA-4-4 — PROPOSED VA PHONE LINE — PVA-+D — WA-+M — WA-+'D — RVA-M — 8210 VA FIBER OPTIC LINE — PVA-4?Pl— PVA-AP— PVA- FIVA-T*— PROPOSED VA RACE PHONE _PW_$W_PW_#W_ PR POSERPARM MTV LIN PW- Pw- PW_ PR PO ED WATER PROPOSED PR PROPOSED - SITE WALL— — —7--:7 )POSED 4 GAS LINE PRPPO< E L ......... ........ SIT WALL S I TE WALL---- FI ISH GRADE 8200 PROPOSED PROPOSED F7 SCH 40 — 6 AL-_ PROPOSED STEEL SLEEVE o R — PROPOSED PROPOSED// METER SET PROPOSED — -- - — — — — — --- R 4" GAS LINE 8190 SCH 40 — 6" — — J t 1 12" STORM 81 90 PROPOSED 81 90 STEEL SLEEVE Fiiislrl. PR OPOSED 0//,; 2 IRRIGATION _FD 4" GAS LINE WATER 8180 8i U P ROPOSED SHORING 8170 8 PROPOSED PROPOSED STRUCTURE TUNNEL DATUM ELW M60. 00 0 to n 1 1� n d I? OR tt5 CV 00 71 1 c l ro 0 0 r- 0 n co 04 to 00 co FO F0 N1 co co N N1 001 N 00 001 00 N co 0+00 1+00 2+00 3+00 4+00 5+00 6+00 —EXISTING LEGEND— EXISTING GAS LINE April 14, 2003 Xcel Energy (NATURAL GAS), 5. Jim at Xcel is to pull the files on the following buildings to verify EXISTING ELECTRIC LINE Jim O'Neal Xcel (970-262-4003), Glenn Palmer AEI where the gas service enters the buildings: The Lodge at Vail and 1 Vail Lodge at Vail Place. The South Lodge Tower gas service connects on the North side of 10. Jim needs Gas Load info to see which existing gas lines will have Cable TV Comcast EXISTING SKI RACE COMMUNICATIONS Updated per Team meeting April 16th at the Seasons. the building in the parking lot (and should be out of the way of enough capacity to serve the new building. (I sent a fax to Alex at ABS construction.) on 4-16-03 requesting this info, and to include snowmelt boiler loads.) 4/30/03 Floyd Salazar, Additional comments 8/04/03 EXISTING RESORT COMMUNICATIONS 1. An existing gas service serves the restrooms (which may also be How does the existing boiler at the restrooms (and the area it serves skier services and the existing snowmelt boiler next to the restrooms). 6. In 1998 a gas service was cut off to the old ticket office (2444 now), fit into our work and required demands? 1. The Lodge Tower feed is from the north side of the building, at the NE corner. EXISTING RESORT FIBER OPTIC LINE It may be a good idea to see if this gas line could be abandoned next Hanson Ranch Road) and was a 2 mill wrap pipe. In 1998 they ran a year when the restrooms and skier services are to be abandoned. There new 2' Polyethylene pipe to the restrooms. The survey shows some gas 11. Jim is to check to see if we can run the gas line over structure (in 2 2. The Lodge at Vail feed is near the existing Check Point Charlie, runs thru the EXISTING QWEST PHONE LINE 2002 is still a concern with what will be planned for the existing snowmelt lines that were located approx. 100 feet south of the Hill Building. Jim feet +/— of soil). It may depend on whether the structure below is Bldg raceway to the International Wing. EXISTING QWEST PHONE LINE boiler. thinks that these lines were the ones that were abandoned, or the locates parking garage with or loading dock with ventilation, etc. 3. The One Vail Place and Hill Building feeds are from a near the 2. The existing gas service to the Bridge Street Lodge runs on the picked up other pipes (not gas pipes) etc. 12. Before the gas enters the building, it must through a shutoff, the pedestal Northeast corner of the Pirate Ship Park. The cable runs west, South of the EXISTING CABLE TELEVISION LINE south side of this building, originating from the Plaza Area South of 7. Jim sent an Xcel Gas Service application to Alpine Engineering to begin go meter and regulator, as well as possible relief valves depending on the restrooms to Chairlift #1, then runs all the way back to One Vail Place. The cable EXISTING CABLE TELEVISION PER the Hill building. This line needs to be protected during and after the temporary/permanent service process. loads. The gas line must enter the building above ground. He thinks that (temporary) for One Vail Place will need to be spliced into existing cable just MEETING W/ FLOYD SALAZAR construction. separation requirements may have been recently updated, so they need to South of the restroom and run to the existing point of service on the south side 8. Jim said that if there's one parcel or lot, then there can only be one be verified. (3 ft from meter set to any opening, 6ft to power intakes, of the building to stay beyond limits of re—grading. One Vail Place will require service this be to be fed from the Hill Building EXISTING SNOWMAKING LINES 3. The best connection for building temporary gas service during point of service for gas, with one shut off valve. I said that there are to not in roof drip line). permanent and service may able construction is the existing gas line between the Hill Building and The pedestal through the new plaza when it is re—constructed in 2005. The Hill Bridge Street Lodge. It is the closest to the site, and is the line that be three different ownerships, the residences, skier services and everything Building is served from a feed along the east side of the plaza to an exsitin g EXISTING SANITARY SEWER currently has the most capacity for additional loads. Jim said to else, but I wasn't sure how the ownership was to be divided up: 13. The permanent gas line alignment to the proposed mechanical room is pedestal on the south side of the building that should not be affected by gas coordinate the temporary service request with Kit Bogert of Xcel Energy subdividing parcels, condo map etc. If there is only one point of service, revised to run east from the west side of the USFS tunnel at Vail Road construction. X. EXISTING WATER MAIN (Summit Co. Office, 970-262-4024). all the meters have to be located at one location, and large service lines then turning south over structure toward the Alpine Club where it will 1Z EXISTING STORM STRUCTURE will be run from the meters to the point of use (undesirably long then run northeast over the structure and below grade. 4. Floyd sketched the approximate locations of other tv cable runs, through the services). There are to be three different ownerships so that two or three Pirate Ship Park, and other runs through Mill Creek Circle, which should be EXISTING CONTOURS points of service are desired. The attached plan shows the desired points outside the areas of grading and utility relocations for the project. NOTE: of entry to the two gas meter locations. THE EXISTING 2" GAS SERVICE LINE AT WILLOW NOTE: 5. Proposed grading in the area of Slifer Plaza near the Hill Building, Bridge 9. From/beyond the meter, we can do anything with the gas service that Street Lodge and One Vail Place for the completion of the project in 2005 will BRIDGE ROAD IS TO BE CAPPED DURING THE the building department/codes will allow. ALSO REFER TO 2005 UTILITY RELOCATION PLANS have an impact on existing and proposed utilities. Grading information for the RE—CONSTRUCTION OF CHECKPOINT CHARLIE. FOR ADDITIONALS NOTES AND INFORMATION. placement of conduits and vaults will be provided prior to and during construction for proposed depth of cover and finished grade. Im PROPOSED LEGEND mmma"Wo Wawa mmommir,=0 PROPOSED STORM PIPING/MH 8185.11 X PROPOSED SPOT ELEVATION X EM PROPOSED BELOW GRADE ELEV. _8170— PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED ELEC. SPLICE VAULT TRANSFORM ER/SWITCH GEAR ---------- TEMPORARY ELECTRIC SERVICE PE— FE— IIE:— PE_ M_ PROPOSED ELECTRIC ft — "_ M _ M _ "_ PROPOSED GAS LINE PROPOSED QWEST PHONE LINE VA-411 — VA-Pli — VA-F" — VA-4-4 — PROPOSED VA PHONE LINE — PVA-+D — WA-+M — WA-+'D — RVA-M — PROPOSED VA FIBER OPTIC LINE — PVA-4?Pl— PVA-AP— PVA- FIVA-T*— PROPOSED VA RACE PHONE _PW_$W_PW_#W_ PR POSERPARM MTV LIN PW- Pw- PW_ PR PO ED WATER P — PS - PS - PS PR AAA? 2007 )POSED —m—m—m—m— PRPPO< E L ......... ........ I it I ,or-MUNWA I X � -_ V )i , y,r.,EK DRIVE M C25,0 SCALE: 1" = 40' 'ST 4 F0 V — — — — — — — — — — — — — — — — — — — — T O I 10' UTILITY EAS EN PROPOSED SPLICE VAULT (SPLIT) SET OVER EXIST. LINES EXISTING MANHOLE #F TO BE BANDONED, SPLIT VAULT SET IN VAIL ROAD IN 2005. 'o IROPOSED CHALETS ,SERVICE rZ, a. i �� � �� ����:.. � .J F ✓ ;,.. '.. was � � 7_71 P ` SEE UTILITY DETAILS ESM k SHEETS FOR QWEST NOTES Es AND. STRUCTURE DETAILS... ��. v (n 5-e CONDUIT 0 TO EXISTING 2-4 * C U IT LLJ Z 2-4! CONDUIT MANHOLE TO ONE VA41 PL ; 7 — 0 (n _J TO ONE VAIL 1-DIRECT #URY W PLACE TO GAME QR. RM. ce M to 2-6* CONDUIT 1141 RP a a. a- < (n 3-e CONDUIT > a- - PV[-PH W W6 CL a_ 2 Z L M?)d Ai& 0 0 M — J POW PO lo y M�x " 2-e CONDUIT PO _- a - ;t 0 Z X I- f-; 0 Z MT 0 IA. 1-4! 0 < CONDUIT 2 > = M PROPOSED a- 0 EXISTING I LO S 4!x6'x6.5' M 6 0 2 WEST P_ W to W VAULT 5--4! CONDUIT I N 6P 4'X6 X6.5' CONDUIT WiE VAULT N R T 3-4* CON_DLMT VA PHONE, RACE P AND @ QWEST PHONE DETAIL @ A 0 0 P.- a ii V 7 % 36- "N . . . . . . . . . . EXISTING LEGEND PROPOSED LEGEND EG — EG — EG EXISTING GAS LINE QWEST PLAN NOTES PROPOSED STORM PIPING/MH EE — EE EXISTING ELECTRIC LINE 1. A big mainline phone circuit runs south of the Lodge at Vail through the proposed development, It has five 4" conduits that 1 A new line to replace this mainline phone (five new 4" schedule 40 pvc conduits) would then be run from the MH in Vail Road 7. 4/17/03, 5/3/03 Proposed Conduit Runs. Revised 7/24/03 8185.11 X PROPOSED SPOT ELEVATION are in a concrete slurry. This line serves the Lodge At Vail (which then also serves the Riva Ridge North and South projects), 1 POINT #F west, then south up the hill along the west side of the residences to the mountain road to #G then east along the EVA-RP— EXISTING SKI RACE COMMUNICATION Vail Place, The Plaza Lodge Condos, and the Hill Building. THIS LINE IS REPLACED AND IS TO BE REMOVED IN 2004 CONSTRUCTION mountain road to the edge of skiway tree line POINT #A, continuing west above the proposed skyway grading area to a new vault SECTION VA CONDUIT QWEST CONDUIT RACE PHONE CONDUIT X PROPOSED BELOW GRADE ELEV. at #13, to #H post the race finish area to the Mill Creek Skiway near the ABC lot where a new [large] 6.5x6x4 vault is needed #F to #G No VA phone 5-4" Qwest (Dan Conway) 2. QWEST (Scott Carrington) said that the first thing he wanted to do was to run a new phone line from the existing phone POINT #C , then north past Mill Creek Drive to a new vault at #D which will be the point of service for the building (after going #G to #A No VA phone 5-4" Qwest EVA-PH-----O— EVA-PH— EXISTING RESORT COMMUNICATIONS vault in Vail Road (at the Proposed tunnel entrance) north to the existing phone pedestal northwest of the Riva Ridge South to a Pedestal) and continuing north to the Pirate Ship Park to an existing Qwest phone MH south of Bridge Street Lodge and at #A to #13 3-4" conduits" 5-4" Owest PROPOSED CONTOURS Building to see if there is adequate capacity to reconnect the Riva North and South Buildings from the Street (and not through the NW corner of the Pirate Ship Park area (#E). The existing phone to the EAST of the Pirate Ship Pork MH is to remain #B to #H 3-4" conduits**(1 in&out to OH) 5-4" Qwest EVA-F0 — EVA-FO P EXISTING RESORT FIBER OPTIC LINE The Lodge at Vail Building. This presents schedule issues because Vail Road will probably be reworked next year: The line may have (undisturbed). #H to #C 5-4" conduits**(2 to Race Finish) 5-4" Qwest 4-6" (to Race Finish) PROPOSED CURB AND GUTTER to cross the road twice, or possibly just this section be done next year(2004). 4/17/03 After much discussion, it was decided #C to #D 3 - 4" conduits 5-4" Qwest 2-6" EQW EOW — Eow EXISTING QWEST PHONE LINE 2002 that Dona Williams and Scott Carrington would go to the site to determine what was needed. It sounded to me that some of the 4/24/03 EXISTING VAULT #F is to provide future service connection to the proposed residences if it is determined that this vault #D to #E 2-4" conduits and 1-Direct Bury 5-4" Qwest + 2-4" service PROPOSED ELEC. SPLICE VAULT temporary phone room issues in the Lodge, as well at the First Priority Run (to provide street service to Rivo Run North & South) can remain with proposed rood grading.. Building 3-4" conduits 2-4" Qwest 2-6" TRANSFORMER/SWITCH GEAR EQW EXISTING QWEST PHONE LINE may not require the amount of work as originally thought (May be able to use existing lines without digging new lines to the Lodge Service (1-24"x48" pedestal) 1 -vault + I-ped 1-pedestal At Vail)- A new line (two 4" conduits) is to run from the Pirate Ship vault (#D) to the 1 Vail Place Building. Residence Service No VA phone 1-ped — ETV Ery ETV EXISTING CABLE TELEVISION LINE As a matter of fact, it was thought that the existing phone lines entering the south TEMPORARY ELECTRIC SERVICE side of the Lodge may not be hooked up to anything or "do anything" at all. Scott was to verify that no live circuits ore on these lines". 5/1/03 A new line will need to be run from the NW corner of the Lodge Tower Building to the east, through the Parking lot north **4/24/03 The existing fiber optic line in a direct bury orange pvc plowcon from the skier services bldg is to be pulled out of the PE PE PROPOSED ELECTRIC of the Lodge Tower Building to the South side of the Lodge at Vail. This would require digging up and patching the parking lot, but orange conduit and installed in one of the 3 new 4" PVC Conduits. ETV1 ETV1 ETV1 _111 EXISTING CABLE TELEVISION PER *4/24/03 Dona said he's pretty sure that the existing Lodge phone room is served from the existing Qwest pedestal located 80 may be needed for temporary and/or permanent power too. It has been verified that the existing conduit from the South Lodge MEETING W/ FLOYD SALAZAR feet southeast of MH #F, on the current USFS ROAD, but he's not sure how it gets there. He was to go bock to determine. Tower, East to The Lodge at Vail can provide additional Lodge service. 8. 7/2/03 There is an existing phone Splice Voult/MH south of the Bridge Street Lodge Building (north of the sidewalk near PG PG PROPOSED GAS LINE — ESM ESM ESM — EXISTING SNOWMAKING LINES *4/24/03 Dona said that there's another Quest Phone Pedestal on the West side of Vail Rood next to Riva South that comes 4. The Qwest invoice only includes the wire material cost, and labor to pull the wire. The owner pays for the vaults, and conduit Pirate Ship Park) that is buried and needs to be protected during construction. POW POW PROPOSED QWEST PHONE LINE from MH#F and apparently already serves Riva Run North and South from the Street. (exist 200 pair cable from MH#F to this ped) and trenching, and then Qwest pulls the wire through the conduit. The owner's contractor installs the conduit and vaults. 9. Proposed grading along Vail Rood, through the Lodge at Vail parking lot and from point #C North to One Vail Place for ES — ES — ES — EXISTING SANITARY SEWER 5. A PULL STRING is required in all conduits. completion of the project in 2005. The grading elevations for vaults and top of proposed conduits will be provided prior to and — PVA-PH— PVA-PH **** — PROPOSED VA PHONE LINE 5/1 /03 Per field locate site meeting, it was determined that the Lodge At Vail is primarily served from the South and that the during construction to match final grading depth of cover, etc. The contractor is to contact the Owner and Engineer if impacts phone runs through the Lodge At Voil to then also feeds the Lodge Tower. New conduit cable (first priority) will need to be run with existing trees, vegetation and landscape are encountered. If the proposed grading near the Vista Bohn Chairlift is revised, EW — EW EXISTING WATER MAIN from the Exist MH #F on the USFS road just off of Vail Rood, North to the Exist phone Ped at the SW side of the intersection of 6. Qwest believed that 18" of either vertical or horizontal separation is required between phone and electric lines, but can be in then the proposed utility corridor in that area will also need to be revised. — PVA-FO— PVA-FO— PROPOSED VA FIBER OPTIC LINE Vail Road and Willow Rood, Then run a new cable into the Lodge Tower Building. Qwest and Don Gress thought that the exist line the same trench (to be verified by Holy Cross). Holy Cross thought that it may only be 12" of separation. - — — — — — — — — — - ST EXISTING STORM STRUCTURE from the Lodoe Tower to the Lodoe AT Vail could be used to Permanently feed the Lodge at Vail Bldg� IN ADDITION, 2 NEW 4" 10. The existing splice vault at #F has a frame and access lid, 14" of concrete grade rings, a concrete lid on top of a 6'x6'x7' — PVA-RP— PVA-RP— PROPOSED VA RACE PHONE CONDUITS WILL BE NEEDED TO BE RUN INTERNALLY FROM THE PROPOSED FRONT DOOR BLDG TO THE LODGE AT VAIL. deep concrete vault. Scott Carrington (QWEST) confirmed that the contractor can cut about 12" off the top of the concete box, i;70 A 2" conduit running from the LPR (lower patrol room) to the Lodge at Vail exists and is to remain (protect during construction). remove the grade rings and install a new lid to accommodate proposed grading around the vault. The contractor will need to PTV PTV EXISTING CONTOURS -50' to allow proposed grading of PROPOSED COMCAST CATV LINE verify horizontal and vertical locations for the trunk line west of the vault for a distance of 20 *4/24103 The International Wing Backboard is at least partially fed from the Lodge at Vail PBX room. There is an existing cable in cuts to 3' deep over the existing lines. If concrete is proposed as a finish surface over the existing lines, Scott stated that the the steam tunnel. NOTE: roadway surface could be directly on top of the trunk line encasement if the conduits were not damaged during construction. PW PW PROPOSED WATER *Per 4/29/03 phone message, Dona thinks that at least some of the Lodge at Vail is served from the pedestal on the south of ALSO REFER TO 2005 UTILITY RELOCATION PLANS FOR —PS PS — PROPOSED SEWE the building, and may not be completely "DEAD". April 10, 2006 Pedestal #BB is in service and to be relocated. ADDITIONALS NOTES AND INFORMATION. PSM PSM F� PROP86W N ING LI E wo 27 2007 SAFEbUllt Colorado • r �ii • i YX6.5" I 4 VAULT 7'V1 E TVI ETV1 E T V1 . ....... . C26*0 SCALE: 1" = 40' Golk SITE SITE VAAND VA-RACE PHONE PLAN SCALE: 1" = 40' DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18' TO BE REMOVED FROM BACKFILL AND DISPOSED OF OFF SITE. IF THE DISTANCE TO THE TOP OF THE OPERATING NUT TO THE TOP OF THE VALVE MINIMUM SEPARATION BETWEEN COVER IS GREATER THAN 9, AN EXTENSION STEM TAPS SHAL BE 18" WILL BE REQUIRED ON THE OPERATING NUT. K ALLOWED GREATER THAN 6' DEEP TYPE VALVE BOX UD A , � SEWER LINE SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS FLOW VARIES TRENCH BACKFILL WRAP 10 GAU INSULATED COPPER WIRE OVER VA LVE BOXES PROVIDE SLACK ON W! 12 RE * 22 -1/2' LONG FOR SEWER SERVICE TAPS Proposed RADIUS BEND CONCRETE FOOTING, 5' Manhole TO EMSTING LINES USE an on OR 45* BEND 9"xl2'x8'-O" NO ROCK ALLOWED A 46' WYE SADDLE GREATER THAN 6' BEDDING ZONE FOOTING PLAN SEE BELOW RP Backflow Hose Bib PIPE SUBGRADE, STABIL Preventer. to blow off COMPACT BACK FILL TO MATERIAL IF REQUI 95% STANDARD PROCTOR TO S 'Cc COVER END OF e" Val TO SURFACE TO SUPPORT Une k e Volvo VENT WITH SCREEN Main VALVE BOX. (n Connection CENTER OF WYE BRANCH Ix SET TOP LEVEL WITH PAVEMENT PRV To BE PLACED IN UPPER Ce ABOVE GROUND WHEN OUT 24' DIAMETER HEAVY DUTY MANHOLE THIRD OF SEWER PAVEMENT) UD AND COVER FOR H-20 LOADING e Floor Drain FTING, RI OR EQUIVALENTS NGS WITH LOCKING UD (COMCO C-1070 To Da fight TRENCH ZONES 1�� 0 IN GROUNDWATER PROPERTY LINE FINISH 1 00�1 VALVE BOX BOTTOM MAIN ADEQUATE �2 R EQ D) GRADE ADJUST TO REQUIRED GRADE WITH A V MIRAFI 140 EVERYWHERE \> MAXIMUM OF ONE -2' THICK REINFORCED GRADE RINGS SET' IN NON- SHRINK GROUT N.T.S. VALVE -- TRENCH BACK FILL--., ;I 'PERMA-JOINT' STOP OR EQUAL- TEN GAUGE INSULATED 6' STEEL FENCE POST AT END OF 4! MANHOLE VENT Z" 12 COPPER WIRE TO fj� X VA ULT PAINTED GREEN " LINE TO 4!-O ABOVE GROUND- (COATED STEEL) C-4 25' DIA. PLACE 2" PVC SLEEVE OVER REBAR. 2" METE VA FOLLOW WATER MAIN Z \ PLAN ROCK PAINT TOP I' OF SLEEVE GREEN m COMPACTED 3/4- 15> X X t 4 SCREENED --- N X 'Y\ 3' X X y ..' :, >QY B t \ �r\l EDDING 2* 4! -0* 7" T ZONE 0 UNDISTURBED N.T.S. COAT EXTERIOR WITH SOIL ASPHALT DAMPROOFING A 0 GATE VALVE AND BOX ASSEMBLY PREFABRICATED > URECON VALVE INSULATION SECTION XXIV/ K/ ; 7 A. PIPE To FIT OVER , , , I I X 1/4 O.D., V INSIDE DIAMETER REINFORCED t PRE-INSULATION MECHANICALLY RESTRAINED 6 . 6 . PRECAST CONCRETE PIT, DESIGN SYSTEM JOINTS. PIPE SUB GRADE 6" MIN W FOR H -20 -44 LOADING A * THICKNESS TO BE . CONDITIONS AND 300 NSF DESIGNED BY URECON PROPERTY U14E #5 REBAR SURCHARGE LOA 16* DI CLASS P 52 OR AS STAKED LU SERVICE LINE-SEE SPECIFICATIONS GRADE 1/4!' PER FOOT IX N.T.S. 120' - - - - - - - - .J COMPACTED UNDISTURBED SEWER AND WATER PIPE BEDDING DETAIL >< SCREENED R9 SOIL 30* 30* HEAT TRACER WIRE TO BE DESIGNED BY URECON MUELLER H10314 EXTENSION TYPE URECON SPIWRAP "- �CURB BOX W/ ARCH PATTERN BASE 2" CORPORATION TAPERED THREADS INLET GENERALNOTES GALVANIZED STEEL 7' MINIMUM COVER FOR (OR EQUIVALENT) LOCATED IN SPIRAL LOCK SEAM 1. ALL CONCRETE WORK SHALL OUTER JACKET, WHEN WATER MAINS NON-TRAFFIC AREA 2" X 4?' THREADED BRASS NIPPLE M LATEST ACI-318 EXPOSED 2" THREADED GATE VALVE WITH WHEEL (CRANE OR HANNON) SPECIFICATIONS 7' MINIMUM COVER Z AIR VALVE ASSEMBLY LARGER TYPE K COPPER PIPE 8' MAXIMUM COVER @ 2' THREADED INLET APCO 145 C AIR VACUMN RELEASE VALVE THAN 2' SIZE SHALL BE FOR SERVICE LINES SPECIALLY DESIGNED AND MEET SECTION A @ 2" X go PLASTIC ELBOW WATER DIVISION REQUIREMENTS CORPORATION WATER LINE 10 GAUGE INSULATED 10 GAUGE INSULATED STOP CURB N.T.S. N.T.S. COPPER WIRE COP PER TRACE "RE STOP N.T.S. SEWER LINE CROSSING USE CAD-WED CHNGE COMPACTED ROCK 3/8- SEWER SERVICE K 2" SIZE OF CA-45. UNDER WATER LINE SCREENED AIR EVACUAT VALVE AND VAULT M WATER PIPE INSULATION DPTA V I- lh� It AIL 10' 10 SANITARY SEWER UNE V) PVC SDR 35 SANITARY SEWER LINE o PVC SDR 35 A A CONC BLOCKS B EARING ON FLOW UNDISTURBED SOIL WATER -NOTES GENERAL NOTES ELEVATION C14 SANITARY SEWER LINE 1. Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications. JOINTS BETWEEN DIFFERENT PIPES SHALL HAVE A C-900 PRESSURE PIPE 1. CURB STOP TO BE LOCATED AT THE PROPERTY LINE OR AT THE TRANSITION COUPLING HARCO MANUFACTURING EDGE OF EASEMENT-WHICHEVER IS CLOSER TO THE MAIN 337-080, CLASS 150, ASTM 3139. N.T.S. 2. WRAP MIN. OF 3 FT OF COPPER SERVICE LINE WITH POLYETHYLENE ENCASEMENT. 2. All materials and workmanship shall be subject to inspection by the district and or its representatives. The district reserves the riht to accept or MH FRAME AND'COVER' reject any materials and workmanship that do not conform to district standards or specifications. g El WATER CONNECTION DETAIL D & L A104,3 (HS20) OR EQUAL NON-SHRINK RING & COVER-SET 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any water line construction. To GROUT PARALLEL FINISHED SURFACE ADJUST TO REQUIRED GRADE WITH A 4. Compaction of all trenches must be attained and compaction test results submitted to Alpine Engineering prior to acceptance. MAXIMUM OF SIX-2" THICK REINFORCED PROVIDE 20' OF UNOBSTRUCTED < CON RINGS SET IN NON- AREA ABOVE FIRE HYDRANT- SHRINK GROUT 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as-built conditions. Said drawing N.T.S. s shall be 7' UED AREA RE to Alpine Engineering upon completion of the work. As-built drawings will be compiled by Alp AND NO 10' OB UNSTRUCTOBSTRUCTED A SI IN DES p ine Engineering prior to final acceptance. Contractor Z FRONT FIRE HYDRANT, 4! a < MA . PRE CAST ECCENTRIC CONE BEHIND. GRADE SLOPES AS is to provide at least two ties from physical monuments to all fittings, valves and manholes. SEWER ENCASEMENT (%C.%19'00) NECESSARY TO PROVIDE p 4 UNOBSTRUCTED AREA. 9. INSTALL 1" DIAMETER DOUBL RAM-NEK iv FACE NOZZLE 6. Water mains shall be constructed with ductile iron pipe, AWWA C151, with push • INSULATED 10 GAUGE COPPER TRACE WIRE 4' (OR EQUAL) JOINT GASKET AND GROUT SHALL BE LAID IN THE WATER LINE DITCH, TO TRAVELED WAY JOINTS INSIDE AND OUTSIDE, GROUT LIFT lines to have a minimum 7' cover. -on joints, AWWA C111, class 52, pressure rating 350 psi. All water SURFACING OUTSIDE THE MAIN LINE VALVE HOLES ON INTERIOR, INSTALL 1 1/2 DIAMETER RAM-NEX ON MANHOLES BOXES AND NEXT TO ALL FIRE HYDRANTS. CAD-WELDS SHALL BE WELDED AT ALL 0 MANHOLES LARGER THAN 48 Z shall b WATERLINE JOINTS C AND FITTINGS AND PRO- BREAKABLE FLANGE Z Ul 7. All water mains shall be hydrostatical tested in accordance with AMD standards. Chlorine testing e done in accordance with AMD standards. TECTED WITH COAL TAR. THE CONTRACTOR 6- 6" ABOVE GROUND F- NOTES- �t SHALL TEST CONDUCTIVITY OF THE PIPE AND SURFACE < _PRE CAST REINFORCED CONCRETE 1. FOR 200 PSI INTERNAL PRESSURE, INCLUDING WATER HAMMER TRACER WIRE. Z M MANHOLE BARREL PER ASTM-C478 0 5" o MIN 8. Provide thrust blocks on all waterline bends. MEGALUG RESTRAINTS MAY BE USED IN CONJUNCTION WITH THRUST - 2- r) 16* D.C. WITH STEPS BLOCKS WITH PRIOR APPROVAL FROM THE DISTRICT vAmAm BACK FILL, AROUND FIRE Ci TYP 3, MINIMUM AREA REQUIRED WILL BE THAT OF AN 8 -INCH MAIN HYDRANT AND VALVE ALL MANHOLE STEPS INSIDE UP TO BE HIGHER 9. Provide 10' minimum horizontal separation between water and sewer lines or encase per Colorado Department of Health requirements. BOX WITH COMPACTED PLASTIC COA TED 4. ALL THRUST BLOCKS SHALL BE FORMED. THE MINIMUM 3/4 ROAD BASE TO S 4!-0" DIA '4 THICKNESS FORM MATERIAL SHALL BE 3/8 PLYWOOD GROUND SURFACE R UAL 1'� THAN OUTSIDE UP 10. Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, and additional bends ma be required 5. FOR 265 PSI INTERNAL PRESSURE USE TABLE FOR 250 PSI, BUT MULTIPLY BY 1.06 TOP OF BENCH during construction. y HAND SHAPE AS Z NECESSARY AROUND PIPE PENETRATION GAET' M PIPE TO PROVIDE PLACED IN CORE TO ACCEPT 11, Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the contractors responsibility to field verify the location of all utilities prior 3/8 PLYWOOD FORMS BRING 10 GAUGE INSULATED 0 DRAINAGE PIPE, KOR-N-SEAL, A-LOK, to commencement to any construction. COPPER WIRE TO SURFACE - 1 4" MIN- OR EQUAL VALVE BOX MINIMUM COVER, AT ALL FIRE HYDRANTS C14 WATER MAIN AND GATE SEE SPECIFICATIONS AND WRAP AROUND FLANGE VALVE METAL TO METAL FLOW 12. Lay copper wire along the water mains, and catweld, per current ERWSD requirements. CONNECTION MUST OCCUR MINIMUM BEARING HYDRANT LINE 36" PRE-CAST MANHOLE BASE AND 13. Refer to the mechanical drawings for all utilities within 5 feet of the buildings and all utilities inside the building. SURFACE AREA - FIRST BARREL SECTION CAST L SO FT 7 MONOLITHIC ASTM-C478 14. Verify pe nstruction. y all existing pi invert elevations prior to co CONCRETE MIN 12" COMPACTED 3/4" BOND BREAKER 4 AIL N:­� 7 J, UNDISTURBE THRUST POLYETHY POLYETH ED SCREENED ROCK BLOCK 15. Water and sewer services are shown to within 5' of the building. The contractor may wish to stub these services further form the building, -,7 PLASM (TYP) 3/8 PLYWOOD FORMS MINIMUM BEARING 002'-0- W-4' temporarily, until pluming inside the building is complete. The contractor should coordinate the location of services inside the building prior to any SURFACE AREA - 0 SO FT UNDISTURBED DO NOT BLOCK FIRE SECTION A construction, outside of the building. EARTH 0 CONCRETE HYDRANT DRAIN NTH GENERAL NOTE BENDS PLAN DEAD END BEDDING, SEE CONCRETE THRUST B -- PLAN LOCK BASE ORBLOCK 1. ALL CONCRETE WORK SHALL COMPLY NTH LATEST 16. Provide as-built drawings with (2) ties to water line valves, bends, and sewer clean-outs. SPECIFICATIONS ASE BLOCK ACI-318 SPECIFICATIONS N.T.S. 3/4!' ALL-THREAD ROD. BLOCK 3' -6* HYDRANT DRAIN PIT, 17. The Contractor shall attend a mandatory pre construction meeting with the Owner, ERWSD, all appropriate Shallow Uti Companies Xz VALVES FOR FIRE HYDRANTS SHALL 27 CUBIC FT. OF MINIMUM BEARING SURFACE BE ROUTED BACK TO THE WATER 1-1/2' WASHED ROCK pine Engineering, Inc., prior to the start of construction. MAIN, FIRE HYDRANTS SHALL BE STANDARD MANHOLE and Al AREA - SO FT RODDED BACK TO THE BLOCK VALVE. /V MEGA-LUG RESTRAINTS MAY BE USED WITH THRUST BLOCKS. SEWER NOTES MINIMUM BEARING 2P31 SURFACE AREA - O.D !P E N.T.S. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. ' X. 4 SO FT PLACE 2 PVC SLEEVE OVER REBAR. 1/0 PAINT TOP I' OF SLEEVE GREEN FIRE HYDRANT ASSEMBLY DETAIL PLUG AND CAP 2. All materials and workmanship shall be subject to inspection by the districts and/or their representatives. The district UNDISTURBED TH 3/8 PLYWOOD BEDD11MATERIAL 4G 3' reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or EAR 2 �e t 4 �- TEE PLAN UNDISTURBED specifications. TYPICAL CROSS SEC11ON EARTH LESS ZXX 3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility construction. THAN 5' MARKING TAPE TO BE DEPTH RIGID STYROFOAM PLACED 24" ABOVE OF INSULATION BOARD INSULATED PORTION OF TO TO BURY P 4­ 4. Compaction of all trenches must be attained and compaction tests results submitted to Alpine Engineering. MINIMUM BEARING SURFACE (SF) FOUR (4) NO. 4 EPDXY COATED REBAR THICKNESS TO BE THE PIPE #5 REBAR FOR 200 PSI AND LESS EMBEDDED 18 INTO CONCRETE OF PIPE DETERMINED BY ENGINEER SIZE OF PIPE BENDS TEE OR DEAD END 11 -1/4 22-1/2a 450 900 6. 2.6 5.0 10.0 18.0 12.8 8 M 5.0 10.0 18.0 12.8 10 1 3.8 7.6 14.8 27.4 1 19.4 12* 5.4 1 10.8 21.0 38.6 1 27.4 16. 9.4 18.6 38.2 67.2 1 31.7 20. 14-41 28.6 1 56.0 103.6 1 73.2 1 W/ ENDS BENT 90 DEGREES AS SHOWN L is s 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as-built THAN conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. As-built drawings will be MINIMUM TRENCH BACKFILL BACK FILL & COMPACT SEPARATION KKI TO SPECIFICATIONS compiled by Alpine Engineering prior to final acceptance. Contractor is to provide at least two ties from physical monuments to X SON BOND BREAKER 4 MIL CULVERTS. A all fittings, valves and manholes. POLYETHYLENE PLASTIC (TYP) DISTRICT APP ROVED COMPACTED BEDDING 6. All sewer mains shall be constructed with ASTM D3034 SDR 35 polyvinyl chloride pipe. Pipe materials shall conform to SHEET 4 MATERIAL N 4" PVC ASTM D -1784. Joints shall be bell and spigot type with a rubber I K> .11 7 • COMPACTED -5 / 4 " SCREENED Onn gasket rinrl nonfarm t AQThA D - 186 9 SEE DETAIL F 9 and D YER11CAL MRU,$j B SEC QL BEARIUG PRESSURE OF 1000 ILB N 11� BEDDING ZONE 7. The contractor GENERAL NOTES shall verify existing pipe or manhole inverts at tie-in points prior to construction staking. >/ 1. CONDITION OF LESS THAN MINIMUM DISTURBED----- Zz U NDISTURBED 8. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and County requirements. SOIL , ' , -". . .. .. . '. 1. ­�­,,� - - W 22-1 ELBOWS BURY DEPTH ALLOWED ONLY WITH C.) D WRITTEN APPROVAL FROM THE DISTRICT Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 ju MINIMUM BEARING SURFACE (SF) MINIMUM BEARING SURFACE (SF) PRIOR TO CONSTRUCTION. INSULATION BELL TYPE PLUG, inches. FOR 200 PSI AND LESS CC) C> ') rl r% 0 Cl A k I M 1 r WERE REOUIRFD f -- 0 �-- - -- -- _7 - -- - --- - - I SIZE OF PIPE BENDS TEE OR DEAD END 11-1l 22-1/2 a 450 goo 6' 1.7 3.3 6.7 12.0 8,5 8 1.7 3.3 6.7 12-0 8.5 10" 2-5 5.1 9.8 18.2 12.9 12' 3.6 1 7.2 14.0 25.7 18.2 16" 6.3 12.4 25.4 44.7 31.7 20- 9 - 6 1 19.0 37.2 68.9 48.7 SIZE OF PIPE BENDS TEE OR DEAD END 11-114 22-1/2C 45 goo 6 1.3 2.5 5.0 9.0 6.4 8. 1.3 2.5 5.0 9.0 6.4 10* 1.9 3.8 7.4 13.7 9.7 1 12 1 2.7 5.4 1 10.5 19737 13.7 I HNAL GRADING 9.1 33.6 218 1 8.0 1 51.8 1 36.6 1 RCV1r-VVr-L) 01 THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS. " '�1/4 O.D., 6' MIN 9. 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 PIPE SUBGRADE 2. SEE SEWER PIPE BEDDING DETAIL shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non-skid finish. All concrete FOR BACKFILL MATERIAL AND FLOW AUG 2 7 2007 COMPACTION SPECS. 6'MIN. 6"MIN. for manhole construction shall be made with Type 11 cement with a minimum 28-day compressive strength of 3000 psi. - 77. SAFEbuilt Colorado 10. All pipe shall be constructed with standard pipe bedding as shown in the sanitary sewer details. If trench conditions vary or 3. INSULAT10N SHALL BE INSTALLED ON 4 ALL PIPE THAT IS WITHIN TWO FEET OF ANY MM ELEVA \,ULVr-MI. MIS APPLIES or VVQ er is encountered, Alpine Engineering is to be notified prior to proceeding with construction. SOIL DEARING PEESSURE OF 1 QO LB/SE TO THE BOTTOM OF THE PIPE IF IT 501L BEARING PR E QF2QQ0 La/SF CROSSES OVER TOP OF THE CULVERT SEWER LINE, SEE (SEE CULVERT CROSSING DETAIL). PLAN FOR SIZE WYE WITH 45 ELBOW 11. The Contractor shall attend a mandatory pre construction meeting with the Owner, ERWSD, all appropriate Shallow Utility Companies N.T.S. N.T.S. (ALL BEI I FITTINGS) and Alpine Engineering, Inc., prior to the start of construction. N.T.S. CONCRETE THRUST BLOCK G SEWER PIPE INSULATION DETAIL SEWER CLEAN OUT DETAIL 0 • 'd • � R V) OWNER/DEVELOPER VAIL RESORTS D EVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 116t ARCHITECTURE Denver, Colorado STRUCTURALENGINEER MONROE & NEWELL. ENGINEERS, INC AVONT,COLORADo MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT 14ART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 84259.1 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION_ 01 01.20.06 CONSTRUCTION ISSUE F R CONSTRUCTION 3 \ 04.03.06 BLDG DEPT RESP FINAL CONST• 05.23.06 ERW&SD APPROVAL ISSUE FOR CONSTRUCTION 05.15.06 BLDG DEPT RESP FINAL CONST. 04.27-07 ASI-SO13 I HNAL GRADING SEWER DE'V A T Q LIAIUO i � _REEK DRIIVe r , VN SITE SEWER DE'V A T Q LIAIUO i � UTILITY PEDESTALS QWEST ENCASEMENTZSLURRY R FUNCTION AS A WATER BARRIER AND ELIMINATE �O!R! `1 IN UTILITY CONDUITS. 6 . IL 11 . 1. ENCASEMENT USING CONCRETE OR FLOWABLE FILL 10 10' 0 . ___J L J L_ I Complete encasement of conduit with commercially prepared concrete mix, or controlled density flowable 'U: 0 2 . HAND HOLE _J I- i 11 11 � fill/sand slurry. Concrete mix shall be of the following composition: Compressive strength of 2500 psi. = 0 . NTS -1 L_ . _&N- . Maximum aggregate size of 1/4" to 3/8". Slump of 9". Type I or Type III Cement. Controlled density flowable VAULT IE - VAULT E I VAULT 040- 1 - n &A=# INT fill/sand slurry shall consist of sand slurry with one sock Type I or Type III cement per cubic yard. One-inch . I- � - IN LINES THE SIZE OF separation between conduits. One and one half inches separation between the sidewalls and trench bottom ENCASEMENT SEC11ON MENT SECTION AL - P_ INSTALL DRAIN TO ,// INSTALL DRAIN TO CONDUITS x 1-1/2 MINIMUM utilizing spacers. Two-inches minimum cover over the top conduit is required. ­­ 1-1/2 DRAIN FOR DAYLIGHT, SEE PLANS DAYLIGHT, SEE PLANS NOTE: � - 7 io CONTINUOUS CONDUITS (1% MINIMUM SLOPE) INVERT TIE IN. (1% MINIMUM SLOPE) THE CONTRACTOR WILL NEED + .. I�Izll I - - r_) - - PROPOSED UTILITY CONDUITS. .. 11 \ C. - t____ . k 2 VERIFY THAT THE PLUG IS REMOVED /' , 1< / CONDUIT IN ALL AREAS C. , t / TRANSFORMER N AFTER PULL STRINGS ARE INSTALLED. 11, CONDUIT IN ALL AREAS N.T.S. ��C) I I 1 11 \ I WHERE LESS THAN 4.0' WHERE LESS THAN 4.0' - - - r1_ . �,�_ "I SPLICE VAULT DRAIN DETAIL CONDUIT TRENCH DRAIN DETAIL / I I/ I / .1 � - 1 t", -H - < �C_:! ��- , I I;r t: � : � 11 - Q, \ / X // / // / 11 // 11//' F. . / H�: �' __,', . I I -\ / / -H J�� J TELEPHONE PEDESTAL ,/, 11/1', /'. '/, ", I // /I/ I " //,�,,/ I/ I J / "" ". ,,, /.'111 '11''11,,1,11/"/ ' / / " / ,, / ., / / - " / ,,, " \1 � \ X " - /// / /, . ( Z) /11 / , , , ,N, / " ,"" 'I,' , , (:) .� , /'x' ,,, _/` , \ . , " , , I " , ,/ X / V ", "', / 1 "I - < / GALVANIZED STEEL V) / I',- , X , ""I ""I , /, x ". X " / - , ) I , ." , \ , x / \" , , - Y"/ > "/---:,- ,-"//­,-" /-,,,­-,:*-",>, x5 � ,,,,, \L\/ Z�< , -, , , �, \ , \ >/,\ '\ -, _""___,,�_),5ZL � 1_,J.­ - I - z, I - I I ­ -1 11�u.o , , � / / - -1-11 ) ­ �,- l - - "I '� I'_ , ,� - ­, - ___�, 4� 1 T �� e�_6�'_'�,< _),­ t �_, 7, - - , �", , 1 -, __ - , - g� I __V , 11 ) 11��Z`w l _ \1_1 , _? , , - - ,�z , -!7 ­5 2, , %== NTS , A , � ( V I 01 I I C:� o - -0 - __1 I - t3t_ __ !��, _�, I 00, __ A_�1 - - 0 1� V ), '10F_� P 't,-' I - , ,� . 00 " .1 I N.T.S. " ­NV, (D 0 &,(� * , ", a I I k t A ;5, � I / - 1_1k _�, , W, f__ �� , N-1 , --z - �6 - , r i ­1 _� ... 11 't *TRIC SERVICE FROM TRANSFORMER TO ELECTRICAL ROOM XSECTION - _�,��, I - F00 G__(Dlfc� - ) I - 6"_ 1 4" 1 1 4"11 4" I I 4"11 4"I - 1Z - I - 6 11 - 6" 1 1 - 6" 1 1 6"_ 1 6" 1 - +c , �_ , _: ,1 I ", , -7-4 I , c EXISTING ROAD SURFACE I - I _11 - - I I - - I I __II__1 - 1 - 11 _ 11 - _11 - - I - - I I _ 6"_ 1 4!' 1 1 4 " 11 e I 1 4" 1 12" _ 1 4" 1 1 4 1 _ 6 Town of Vail - General Notes V) i 1. SEE TYPICAL TRENCH DETAIL FOR FILI MATERIALS AND NOTES I -I - - 11 __ I I - -- F - I - - I -- 11 -, j: � 4111110. 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. 1 / 2. ALL Q CONDUITS TO BE SUPPORTED THEN, ENCASED IN SLURRY MIX. SEE ENCASEMENT NOTES. 1. SEE TYPICAL TRENCH DETAIL FOR FILL MATERIALS AND NOTES Frontage Rood, Vail, CO, 81657. | , '�,/\:�­ �\:�- \\.."",�\"\\\,",�' \' \ \ I , 4" MIN. ASPHALT 3. INSTALL CONDUITS NTH 1" MIN. SEPARATION (VERTICALLY AND HORIZONTALLY) 2. ALL 0 CONDUITS TO BE SUPPORTED THEN, ENCASED IN SLURRY MIX. SEE ENCASEMENT NOTES. NN / 1, I \ \ .. 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 Rood, Vail, CO FUTURE FINISHED ROAD / I 1�/ 1�, \ \ I - G "°.."`�. , � " _J, - "\ -7 1 V \ / = `" � f I I R = 6" VAIL RESORTS RACE PHONE CONDUIT V = 4" VAIL RESORTS PHONE CONDUIT 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to commencement of construction. ABOVE FLOWFILL.) ,� Z, �4 �r! , 1 ',\" - / \ (DEPTH VARIES) E = 6" HOLY CROSS ELECTRIC CONDUIT R = 6" VAIL RESORTS RACE PHONE CONDUIT ' i � X I ­ . * . '., - , \\\/ facilitate use of the premises and conduct of normal operations. ,�. ­/ JOINT TRENCH DETAIL - H TO C JOINT TRENCH DETAIL - C TO D , - , , &_ a f 5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Town ofVoil Code, Development Standards Handbook, Construction .. - _.., I - . , , . 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 . _! 1, �' '� �, .1 - . / FLOWABLE FIH 6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. I I \, \, `. ��,* �� .- , . 1, - '. I �, 20.0' - TYP. -1 TOP SECTION 4 Each Side, 2 Sides 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 OWNER/DEVELOPFR , ��\,<//," - - I;t> 4 Each End, 2 Ends 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 bylaw, the engineer / / ,X>, V 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 ,\� X � lz\ , I X1, (2 4" PHONE CONDUIT 2-Ton Uft Anchor VAIL ROAD TO BE REGRADED / , 4 Each Side, , ,1�1 \111 . 8. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dr " utility installations, shall conform to the local utilit entities standards and specifications current at the date of DUR QFUTURECON TRENCHING (1) 4 CATV CONDUIT (A , '' - ,, I A 16" SELECT FILL ELE . (1) 4" CATV CONDUIT <Z> approval of the plans by the Town of Vail. UTILITY LINE El EVATIONS TO BE '/\, �/\ ( COMPANY ,� IF . e"'3" , �NX -, NX X - , 2' - MIN. SEPERATION TYP. 9. The t e, 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 CONSTRUCTION TO INSURE PROPER DEPTH IS PROVIDED TO ' /uno/ . underground utilities along the route of the work before commencing new construction. The contractor shall be responsible for unknown underground ACCOMODATE FUTURE ROAD '_ 1 11 1 X x, � ',�\_ 1 1 0 . 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, I .1 ' �� , ';'.,`�, ", ; , (2) 4 ELEC. CON[ I " 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 I � I I , / .,,�', -, " I 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 proximityto utilities shall be ARCHITECT OF RECORD I / I A.. .. . _ 1 I I I according. to. the, requirements of the requirements of- these. agencies,. . The contractor shall notif the ownees,,representative, of any existing , utilities .which. may interfere with the proposed work, prior to x=struction_ ". - ­11 ­ I / I 11 �.;,. 1.-d. The contractor shall repair all existing utilities to remain which are damaged during construction at no additional cost to the owner. . .0 1, -'s 3'-1 O" 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 Denver, Colorado 16" MINIMUM , , � . __, 0 contractor shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 0 \ N.T.S. : _.. � - _ , ., 6) PROPOSED UTILITIES (ELECTRIC ��' - ,!111 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 STRUCTURAL ENGINEER AND/OR QWEST PHONE, SEE PLANS) G1 JOINT TRENCH WITH SPLICE V r LAYOUT _.:�.i 4 ,, G any waters of the United States. MONROE & NEWELL ENGINEERS, INC .1 -.6, 1­1 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 ofHealth, Water QuolityControl Division, at : ­ 1 (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. ABS CONSULTANTS, INC TOWN OF VAIL ROADWAY TRENCH DETAIL 7,160 lbs. , 0 1 14& - B , � 7'-6 DENVER, COLORADO 1. I , 14. The Contractor shall proVide and maintain approved erosion and sediment control "best management practices" (BMP) for the project duration. Controcfor shall inspect BMP's weeklyand after every precipitation LANDSCAPE ARCHITECT `,�! 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 halfthe bmp heights or, HART/HOWERTON FINISH GRADE 6'-O a 6'-6" 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. NEW YOM NEW YORK CONTRACTOR TO VERIFY 1-I ' 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. CIVIL ENGINEER ELEVATION OF CULVERT AND LOWER 4'-0 ALPINE ENGINEERING, INC. 3' MINIMUM WIDTH VARIES CONDUIT AS NECESSARY TO ACHIEVE 1 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, VAIL,COLORADO DEPENDING ON NUMBER OF Cl FARENCE FROM TOP OF CONDUIT TO structural damage or other damage. LAND SURVEYOR I � PEAK LAND CONSULTANT, INC PROPOSED CONDUITS AND SIZE BOTTOM OF EXISTING CULVERT. (SEE DETAILS THIS SHEET) : 1 . VAIL, COLORADO I 1 � -1 , :, 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 byan appropriate mechanical FINISH GRADE (SEE PLANS) Sump 12 Dia. .. method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Town of Vail construction inspector. I- , . - ., 6) 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 Galvanized Pulling Iron - 7, ,I ­ I -11. 11 .- RT 2 Each End, 2 Ends " .1 . , q. - . 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. , , " ,, , "" _' I ; , , ,1&1�1�1 , I . I , :1 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 ISSUE ISSUE ISSUE X -FOOT OF " � I � "I ,,� -:- �' _� � 20. The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordonce with the applicable standards and specifications for all work within the Public '. - - �J, _ , -, , - 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 foro re-design ofthe subject pavement section. ,, - " ,, , 11 I . I., 2 Places In Floor b�',,� 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. � I , I- P )r - ROCK OR SCREENED ON-SITE 6'-10" Bonding Ribbon " ; A ,,,&�T 4_�4- - i 7 -1/2" MINUS MATERIAL AS 2 Each Side, 2 Sides 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 �11_1 _�`:_dl�__111Z - 11-1 APPROVED BY ENGINEER. Top & Bottom 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 ',7�j` 7 form a non-yielding surface. The Town of Vail Construction inspector shall be notified 24 hours prior to a "proof roll". � s_j _�, � CONDUITS TO BE INSTALLED UNDER CULVERTS ONLY WHEN THE DISTANCE BETWEEN TOP OF 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 -1 1 _ 'r 1_17 1�_�­ ,_ "�� WARNING TAPE URFACE IS LESS THEN 4.0 FT. drainage oppurtences prior to acceptance of the project. . I 1 1 , 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 LINE ; '- - I---'- . .- -TA Town of Vail for review and approval and record keeping. I FINAL CONST. CONDUIT 24. The Contractor shall be responsible for all aspects of safety -including, but not limited to, excavation, trenching, sharing, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. F.O.-/ . 84" 1 84" 1 84" . 84" 1 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 ofVoil Construction inspector, prior to FINAL GWNG CONDUITS 1' MIN. SEPARATION BETWEEN I I ___________ I t - - - - I f I - ------------­n I any construction activities within, or affecting, the Right-of-Way. The contractor shall be responsible for providing any and all traffic control devices as maybe required by the construction activities. NOTES: ELECTRIC & CATV/PHONE. - - - 1,� I I - - - - - - - = __ 1 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. I -PROVIDE CLAY CHECK DAMS @ 100' INTERVALS IN AREAS OF HIGH GROUND WATER. 1 tes and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and surrounding areas clear oftrash and debris. Anyconstruction debris or mud dropped -SEE QWEST CONCRETE ENCASEMENT/FLOWABI F FILL NOTES, THIS SHEET. I I I I I I 1 1--__ into manholes, pipes, .or tracked onto existing roadways shall be removed immediately by contractor. Contractor sholl repair any excavations or pavement failures caused by construction within or in the vicinity of -SEE PLANS FOR SIZE AND NUMBER OF CONDUITS IN TRENCH I no I I I 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 N.T.S. 2 I I I :: I I 1�) I __ 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 14 I *4- 1tl / I -It - their original condition upon completion of the construction project. C TYPICAL UTILITY CONDUIT TRENCH 00 I I = = I Go = . = 00 I = = I co r__1 I = 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 42" DIA. 13 1 13 drawings. ACCESS - i " I I I - I- J 1 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 I sns mg'% ""��,,,��,,,,,,',,,,,",,,,, I I I 1 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 I /, / I " , Z " I / / 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: > I , , , , " y, �11', , ., / \ /`X , , , , I /_0 \ 11 32. Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish disturbed or destroyed items at Contractor�s expense. A � - � , , %, /,X,/�< F- : G� 1: C ,_ -, ,___ _ _6 --I' -) - ­71 F I 17 r 1 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 - , ,-"",, , ,��,�, r __1 r I , 7 9 'N I additional cost to the Owner. 1 '11 �1 �, C' -,­--�­-­,­,­­­, ",_ - - _ ,I_-,,,,,,\-�,-,-,-.-(--,'-',-,-,�_J_,,-,-',',J,.�-',,�_,,,,-��'. - - i I /�r ,J | ,2,�-_ ,,, - , " - - - ­ - -.-, _f,l �_ ,___�,� K IN 1. F I - - P 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 ofVail Street Repair "­ � ' " " " A ' " - - ­ 11-1 __ - __�� - . Standards. The seams of the asphalt patches shall be infrared unless otherwise instructed by the Town of Vail Engineer. ., _-�� " __t:­ ­ 0 ,, �MINU` - ' j RIAL-,'AS ,"-_­ J k I L -1 ::I- I I ��:�' ��_,Z 6'Z _*-_D" ,�� JAIII ", I ­ " , �A : 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 bythese -1 VE By— " E , I - - I _ 1, - - - - - ,?_ - - _ i ", , �-- -,, z, ,- -,- : ,,;�­,- Z , " Y ­ , , :- �� I r 36. Standard Handicap romps are to be constructed at all curb returns as identified on these plans. The construction of these handicap romps shall be in accordance to ADA current standards. :: ---\ 0 - �2­` - ,-�- , �,_ - I +, , / 'k _ " :: , 37. After acceptance by the Town of Vail, public improvements depleted 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 > - _\_:/, 0 0 , 4 ", ,, ,_ )_,,, ,',! t" -1 10. (8) KNOCKOUTS 8" X 12 i | a, , I ,�, 1. LIFTING HANDLES (2) PER VAULT SECTION 8. (8) KNOCKOUTS 8 X 12 PER VAULT SECTION I , � 1. TYPICAL SWITCHGEAR OUTLINE 11. KNOCKOUT WHEN REQUIRED FOR EXTRA SPACE. 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 / 14- 1 '_, , I _�, -,­ , E E - , CC 2. BACK EDGE OF TRASFORMER OPENING. 12. FOR CONSUMERS INSTALLING SECONDARIES, provide lights, signs, barricades, flogmen, or other devices necessary to provide for public safety, pedestrian and vehicular access as needed. This requirement shall applycontinuously and not be limited to normal t-,;, " , .-- `� , 2 L1F`TING HOLES 9. BOND #2 COPPER INTO GROUND SYSTEM WITH I F GO , 1 3. UF11NG HANDLES (2) PER VAULT SECTION CABLE TAILS SHALL BE 60" LONG MEASURED I (D& -, 11 - " , , I , , , , , , T_ - working hours. I 11-i-,", " , ­­,r , P , C11 ROD AND NEUTRAL. 4. LIFTING HOLES FROM TOP OF PAD. 4 4. SOIL UNDER BASE TO BE UNDISTURBED OR 10. ACCESS MANHOLE FRAME AND LID PER HOLY 5. BACKFILL TO BE WELL COMPACTED. 13. BOND #2 COPPER INTO GROUND SYSTEM NTH 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 maynot have been known during design. 1 WELL COMPACTED. CROSS ELECTRIC SPECIFICATIONS 6. SOIL UNDER BASE TO BE UNDISTURBED OR ROD AND NEUTRAL. 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 i I , 6" 1 4" 1 1 4" 1 1 4� 1 1 4 1 12 _ I - 6"_ 1 1 , 6" 1 1 _ 6 1 6- 5. SECONDARY CONDUITS PER NEC. MAXIMUM 11. 12" PRE-CAST CONCRETE ADJ. RINGS AS REQ. WELL COMPACTED. such notification at no additional cost to the Owner, -1 SHALLOW I I 11 11 I I I I 11 I I I - OF 15-4" CONDUITS. LOCATIONS TO BE 7. SECONDARY CONDUITS PER NEC. MAXIMUM DESCRIPTION APPROX. WEIGHT H.C. MAT'L # 1 SPECIFIED BY H.C.E.A. DESCRIPTION APPROX. WEIGHT H.C. MAT'L # OF 15-4" CONDUITS. LOCATIONS TO BE PAD 40500 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 wit y 6. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS PAD hin W09piop UTILI T V_L 1. SEE TYPICAL TRENCH DETAIL FOR FIH MATERIALS AND NOTES SHALL BE GROUTED. SPECIFIED BY H.C.E.A. 2' VAULT 3000 LBS 40800 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 an( offs TF which ls� 1 2' VAULT = 3000 LBS 40800 8. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS = directly affected by construction. 2. ALL Q CONDUITS TO BE SUPPORTED THEN, ENCASED IN SLURRY MIX. SEE ENCASEMENT NOTES. 7. CONDUIT ENDS TO BE SEALED (WITH (MIN, OF 2 SECTIONS) i (MIN. OF 2 SECTIONS) SHALL BE GROUTED. ^ '7 3. INSTALL CONDUITS WITH 1" MIN. SEPARATION (VERTICALLY AND HORIZONTALLY) ) ' 2007 i I BASE LBS 1 40200 9. CONDUIT ENDS TO BE SEALED (WITH BASE S 1 40200 41. The Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The contractor mayprovide temporarystreet lighting opproied b I I OR WITHOUT CABI FS) when existing street lights are removed. i V = 4" VAIL RESORTS PHONE CONDUIT 42. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless otherwise approved bythe Town of Vail. --.I- I N.T.S. E = 6" HOLY CROSS ELECTRIC CONDUIT N.T.S. SPLICE PAD, BASE & VAULT: UMI-1 1 S N.T.S.PADI BASE & VAULT: UMI-11S (300 KVA & UP) SAFEbuilt Colorad D C29*0 43. The Contractor shall maintain access to fire department hydrants and connections shall be maintained throughout construction unless otherwise approved bythe Town of Vail Fire Department. 1 /Z 7:1 �_ � X .4, / / 1 4�� L/9" JOINT TRENCH DETAIL - AIRO. H 6' x 6" SPLICE VAULT K 3 PHASE TRANSFORMER/SW1r1rC.,N..H GEAR V. .A-,ULT N.T.S. i D i _[ r_%W ; ' i� f 6.25 1/2" ANCHOR BOLT TYP, /4 j A D&L 1 -3386 A FRAME AND GRATE " 24 ISOMETRIC TYPE ' L' GRATE n n n n .. a a a a a a a a a s a a o o o a n a .. a f t JOINT DETAIL 0 0 0 0 0 0 0 0 0 o a o a o 0 0 o o a a o a a o 0 o a o o o V! f( o a a a o o a o 0 0 0 o a a o a o a o a a o 0 0 0 0 0 0 0 y y RISER 4' -0" 0 1 44444o-N- o a o o a a a o 02141 a n LIFTING INSERTS n �of 0 0 0 a aaaaaaa a a a a a a RISER W 1 _ W w (2 )PER SECTION .rn," PLAN VIEW NUMBER HEIGHT WEIGHT „ CLOSEMESH GRATE TRENCH DRAiN CATCH BASIN NO. 2137010 1 - 1,350 WEIGHT: 130 lbs. r+� SEE JOINT • ' '�" ° "! a ' 12 „ 4„ IN. � 24- 5 /6"[62smm N0. 2137020 2' -0" 2,900 N0: 7200110 (�, DETAIL ` '• �� NO. 2137030 3' -0" 4,350 6' -8" \Q� - >, tllillllll� - "A NO. 2137040 4' -0" 5,800 6' 5' -8" 9 -1 f4 6 „ : " a. NO. 2137050 5 '- 0 " 6, 750 _ 3" LIFTING Q r INVERT N o. 2137060 6 '- 0 " 8,100 3/16 ", INSERTS 4"[102mm MIN. 1 I 1- 3/4 "[44mm CONSEAL 102 ��. IN2T X 1 I 0 C d x • Z -882 X- SECTION �j i1 a 24" 256mm 4 MIN. '���'�`� ��. �., �' :�``• t ] , - - � • : -.� i PROVIDE ZURN Z -882 DGC 12" WIDE PERMA - TRENCH ' -'=�.r r" �# -• TRENCH DRAiN or equivalent. ADHERE TOE SMMENT iF RISER iS REQ D. BASE IS POURED �: `' ;,: WITH A SHIP -LAP JOINT. z 3/16 �' = ` MANUFACTURER S INSTALLATION INSTRUCTIONS. " " " A. < ,�.��„a.. h��� , � •` r " • -� CROSS - SECTION ri f ' T "s.i:.:" ` . - 3" . F t3.9929i'[102mm] / ^:t•,?ii:'' vs" x``x;;%z��.: MIN. 4 J I'` PROVIDE ZURN Z- 887 12 °x 2eX 24" Deep l PERMA- TRENCH CATCH BASIN w/ SEDIMENT d W JOINT DETAIL 6" 2 - a ,: 6" g 1 /2" 2' -0" 9 1/2 BUCKET or equivalent ADHERE TO y MANUFACTURER'S IN INSTRUCTIONS. v PLAN VIEW N.T.S. N.T.S. SEE PLANS FOR TRENCH DRAIN LOCATIONS. BASE ;�:.` ` . LEFT SIDE VIEW SECTION A -A ZURN TRENCH DRAIN DETAIL NUMBER HEIGHT WEIGHT � a t• - •� _•_.,__.._ RIS CATCH BASIN A NO. 2135030 3' -0" 4,836 v ' �, HEIGHT CODE WEIGHT NO. 2135040 4' -0" 5,230 .: , -5 WT. 1' CB231R 930# t3.. 2 CB232R 1,860# NQ. 2135050 5' -0" 6,680 2' x3 CATCH BASIN 3' CB233R 2,790# NO. 2135060 6' - 0" 8,130 Q NOTES: r 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS -20 LOADING. �J J 68" x 36" x 4" KNOCKOUI w 2. OPENINGS MAY BE LOCATED AS REQUIRED. UJ TYPICAL OPPOSITE WALL 68 x 36 x 4 36 x 36 x 4 In N . T.S. 3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES. KNOCK - OUT KNOCK - OUT 2' -0" USE GROOVE SLAB TOP FOR TYP. OPP SIDE SHALLOW MANHOLES TYP. OPP SIDE 1 1 �� X INLET 36" x 36" x 4" KNOCKOUT TYPE D INLET 1 T� ... 4 TYPICAL OPPOSITE WALL „ NOTES: 6 „ Scale: 1 = 2'-0" :':....:.= :. ::¢ :......::..':... 1. DESIGNED FOR AASHTO HS -20 LOADING. DRAINAGE NOTES RE: STORM DRAIN DETAILS FOR FRAME 2. DESIGNED ACCORDING TO ASTM C857 -87 3 " m' 2' -0" & GRATE OR FRAME & COVER TYPE, AND ASTM C858 -83. SECTION A- A END VIEW 1. All storm drains and culverts shall be constructed in accordance with the Technical Specifications. 2. Types of structures refer to the Colorado Department of Transportation M & S Standards, CDOT Specifications, or are NON - SHRINK included In the details. GROUT N.T.S. 3. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify ADJUST TO REQUIRED GRADE WITH A MAXIMUM the location of all utilities prior to commencement of any construction OWNER/DEVELOPER OF ONE 2" THICK REINFORCED CONCRETE GRADING TYPE D INLET 4. Al! drain pipes shall be installed with the required bedding VAIL RESORTS r RINGS SET ill NON - SHRINK GROUT 5. Elevations shown are at pipe invert unless otherwise shown. r 6. All standard storm drain structures are subject to modification b the E to meet field requirements. z Q INSIDE LIP T4 BE DEVELOPMENT - '` MAX „ HIGHER THAN PRECAST REINFORCED CONCRETE MH CONE � y g q 4 _0 1 1 /2 1/21$ 7, Where any part of the storm drain system is located in a fill section, provide fill material compacted to 95 % AASHTO DEVELOPMENT 102 T99 densit from the original undisturbed round u to structure bottom slabs and pipe beddin COMPANY OUTSIDE LIP ," •.:' • ' INSTALL 1" DIAMETER RUB'R -NEK JOINT GASKET 6" 3' - 0" 6" y g P P P g ° g" A AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT 2r , 8. Contractor to provide Culvert Outlet Protection (see detail) at storm drain and culvert outfalls unless otherwise noted. AVON, COLORADO N ,. LIFT HOLES ON INTERIOR, INSTALL 1 1/2" DIAMETER 6 „ 9. All storm drain and culvert outfalls to have End Sections or Endwalis unless they are to be extended in the future, S RUB'R - NEK ON MANHOLES LARGER THAN 48" 3" 1 0. Inlet boxes to be oversized to accommodate pipe size where necessary. Provide AASHTO HS -20 truck load rated top slab to accommodate grate and frame for oversized boxes. . . a ARCHITECT OF RECORD 11. All Reinforced Concrete Pipe Joints shall utilize Type R -4 Rubber Gasket Joints which shall be in accordance with i�! F-S 6" ' PRECAST REINFORCED CONCRETE MANHOLE A A 2" I AASHTO M19$ - and ASTM C443 (standard specs. for joints for circular concrete pipe using rubber gaskets) U_ �� BARREL PER ASTM -C478 '� - - 2" 12. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face ARCHITECTURE UJ O J 7" MIN ,a RISER i/ of box. Denver, Colorado TYP ' , NUMBER HEIGHT WEIGHT yW 3 ,_ Q „ 13. Curb and Cutters shall be installed in such a manner as to insure positive drainage in all areas, as shown. Z o DIAMETER -SEE STORM NO. 2127018 1' -0" 1,050 Vy 4' -Q" 14. All inlets to have an 1$ sump (except small landscape area inlets). STRUCTURAL ENGINEER M i,) AL MANHOLE STEPS SEWER PROFILES p :' 2,100 �� U W/ BITUMINOUS OR i* , NO. 2127024 2' - 0" W 1 3/4" AVON, COLORADO PLASTIC COATED n 7 T T `� o R z & E ENGINEERS, nvc A L L 1 L ETS TO Y E 8 4t SU� CONSULTANTS,INC MA INDUSTRIES MEP ENGINEERS NO. 2127036 3 -Q 3,150 1/ ALL INLET G RATES MUST A BS �� T OR EQUAL � N0. 2127048 4 -0" 4,200 I 6 ' {INLETS Cy�TER- ST�UC 1 t���' DENVER, COLORADO W 60 5' -0" 5,250 i 1 / 2" ANCHOR BOLT T G DETAIL �� (� �} (� BE BICYCLE SAFE :TED MAY V AR Y S PLANS INS NLW YOR K, LANDSCAP K, NEW Y NO. 21270 Y ORK N0. 2127072 6' -0" 6,300 V IEW xART/r- IawHR�raN PLAN N . T• S. K, NEW ORK CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL COLORADO :• f / 1 'T 47 (TYP VAJi COLORADO f / 80 (TYP) - PEAK LAND CONSULTANT, INC SEE PLAN VIEW FOR PIPE SIZE(S) IF RISER IS REQUIRED, THE 1 (TYP 6" {TYP �„ (TYP SEE PLAN VIEW BASE IS POURED WITH A "TONGUE 8c GROOVE" JOINT. 30" x 30" x 4" 30" x 30" x 4" 35" (TYP �_... r,, ` FOR ANCHOR BOLT LAYOUT PROJECT NO: 84259.1 KNOCK -OUT KNOCK -OUT DIKE ISSUE ISSUF. ISSUE TYP. ALL WALLS TYP. ALL WALLS c 7 NO. DATE DESCRIPTION 3''� p� • r r C77 8 MIN -• - 'e •.`° " ° . ° : °. .' <�• . • °. ". . . : _ t@a -- Fes_ 01 01.20,06 CONSTRUCTION • , . 4- c, ISSUE F R CONSTRUCTION MIN 12" d. BASE 0 INLET 4 05,15,06 BLDG DEPT RESP COMPACTED 3 / 4 " - " ° ° < ° a d 6 „ - NUMBER HEIGHT WEIGHT I' GRATES � SCREENED ROCK ° ° , �y Y ' ° -�• � 4: PIPE R EIE FINAL CONST. 3 PRE -CAST MANHOL B AND NO. 2125030 -0' 3,101 6/ FIRST BARREL SECTION CAST MONOLITHIC NO. 2125040 4' -0" 4,150 y SE C TI O N AA END VIE -- rr ASTM -C 47$ r - " } { 1 {TYP) 04.27.07 FFIIPW 8 1 GRADING 8" - NO, 2125050 5 5,200 I,�p #4 BAR �" METAL & #4 @ 1 ± MIN NO, 2125060 6' -0" 6,250 w - - - - AROUND U0 c n CONCRETE EQUAL SPACING FLOW LINE PIP I.D. (P) PROVIDE HIGH STRENGTH, NON - SHRINK GROUT PIPE �- AROUND CMP AT KNOCKOUT LOCATIONS OF INLET _ & CONDUIT - HOOP REBAR 6.1 ITL 1 - #4 AROUND 4% 4% PIPE PENETRATIONS ,. t N.T.S. 30 x 30 „ x 4 „ KNOCKOUT 6" TYPICAL (TYP} � � � ' ` TYPICAL 4 WALLS WALLS & FLOOR kly B STORM SEWER MANHOLE TYPE 'C' INLET 4 - #4 @ 14 "± 7 - #4 @ 12 "± Scale: 1" = 2' -0" E UAL SPACING {TYPICAL EQUAL SPACING (TYPICAL) �. N OTES: 1.. DESIGNED FOR AASHTO HS -20 LOADING CLOSEMESH GRATE TRANSVERSE CROSS SECTION LONGITUDINAL CROSS SECTION WEIGHT• 130 lbs. FRAME & "r ` 2. DESIGNED ACCORDING TO ASTM C857 -87 NO: 7200110 GRATE { �� a J � N. T.S. AND ASTM C858 -83. WT.3530# _ 1 2 314 T TYPE C INLTT I D -INLET SLOPING ORATE INSTALLATION 3 -3/4 DIA, JOINT DETAIL 6" TYP. 3' -0" 7.25 X CULVERT OUTSIDE DIA. (MIN.) RISER 6 4 -Q• _._.._.._�� LIFiiNG INSERTS 1'_" PLAN VIEW *� SEE PIPE MANUFACTURER'S SPECIFICATIONS (2)PER SECTION `� ° ~ TRENCH BACKFiLL FOR BEDDING REQUIREMENTS TYP. fJ%, f / ' D &L STANDARD 2x2' CATCH BASIN'" , a 'REEx DRIV ,7' , 3 r x w \T i `c %��/ a z SEE DETAIL C I -92 6 OR EQUIVALENT 1 4 f i .+ SEE JOINT ; ^ ~ /tip ' ' :Cs'S�.'. �/� _ ¢ , 7r ` r DETAIL _ W-� CLASS 6 AGGREGATE o'¢ BA COURSE �� ~c�cs." FOR DIMENSIONS A l - B j L ... .. •ci `• BEDDING G LIFTING INSERTS , I; <9 f k e e7 9 5 x .� LN2T q UNDISTURBED FRAME & SOIL PER PLAN GRATE o cv I NON- SHRINK' GROUT x N 1/4 Q.D., W S ERIES ' �: .. ' i � /gip p E /� �. . w V PIPE SUBGRADE CULVERT BEDDING DETAIL 6* MIN STRAINER EXTENSION STS EXTENSIONS 4' , `._e. t$; is *- ' 4 A a <: ( v1 v7 d °. 2' -0" AS REQ JOSAM FLOOR DRAINS OF VAIL TO TRENCH ti 1' -10° 1' -10 " • f MATERIAL LARGER THAN 6 WITHIN THEW\ a � INSIDE 2' -0" -►{S 1 2' 2' -0Y 9 1 2 "� ENTiRE BACKFIOFZWEYIN TOY ��! > S (('' �� UA I NLET GR ATE CAST IRON BODY WITH SQUARE STRAINER T 6" 6" / / / TRENCH BACKFILL S E N FRAME LEFT SIDE VIEW SECTION A --A COMPACTION REQUIREMENTS a ,�� SERIES N0. TOP SIZE d a _ - -_ -- 4 SITE CATCH BASIN RISER _ ff �.. ,� " m .. a ZW REVIEWED D CB23 HEIGHT CODE WEIGHT .. l � 1 4W ,o WE 3,740# 1' CB231R 930# 2' C8232R 1,860# V V / 6W ✓, BEDDING ZONE OPTIONS -6 Rough Bronze X CATCH BASIN 3' CB233R 2,790# j SEE ABOVE D&L I -9226 OR EQUIVALENT STORM SEW f ° , S AUG 2 7 2007 cale: 1" = 2' -0" j \�` ': TYPE NO. B C LBS. NOTES: PIPE SUBGRADE, STABILIZATION / ff�v� DETAILS - ---- 'T';��fi %it /�.''� 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WiTH AASHTO HS -20 LOADING. MATERIAL IF REQUIRED '7 PRO 18 " 2W 2-1 3f4 1 SU MP = 2. OPENINGS MAY BE LOCATED AS REQUIRED. TRENCH ZONES 4W 4-1/4 2 -5/8 3 SAFEbullt co low o N.T.S. 3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES. N.T.S. N.T.S. 6W 4-5/8 4 -5/8 4 C C 2' X 3' CURB INLET DETAIL T C;ULV ,rRT BEDDING DETAIL G 2' X T' AREA INLET AND GRATE J STRAiNER EXTENSION NOT TO SCALE{ y x RECTANGULAR SOLID P_ _ cx , BEx DRZvt, G � FRAMDEL &- CCOoVER TYPE 16 VALLEY TYPE 16 VALLEY , FRAME & GRATE FRAME & GRATE 0000 �' RIM / Q EL= 8175.52 00 (D &L I -3386) TYPE -L (D &L 1 -3386) TYPE -L �O FL RIM 0 CL EL= 8187,59 FL RIM 0 CL EL= 8187.41 FRAME & GRATE !� (D &L 1 -3517) TYPE -L FL RIM 0 CL EL= 8175,58 FRAME & GRATE 2' x 3' INLET (D &L 1 -3517) TY PE - L STRUCTURE FL RIM 0 CL EL= 8175,02 EL= 8187.26 �.°i '' TOP INLET STRUCTURE EL= 8187.08 TOP INLET STRUCTURE SITE e' EL= 8175.19 TOP INLET �q-s� ' EL= 8184.91 INV OUT STRUCTURE EL= 8183.76 INV IN FROM INLET P -26 r TO INLET P -25 l INV OUT EL= 8171.82 � - -� IN INV �= EL= 818176 . rn EL= 8183.41 BOTTOM INLET STRUCTURE � BOTTOM INLET STRUCTURE � �• -- m: EL= 8175.25 TOP INLET STRUCTURE I ':t` EL= 8174.69 TOP INLET STRUCTURE 1 -� `' ; -`.. <��. - y : �-\ a .. t r "._...�.%'( t .\ v.'•i *as .f''• of .3< ' " .r -: .•.�, ,-�:+ EL= 8172.58 INV OUT r EL =817 .02 INV IN °•" ' t = i i 1 EL 8171.92 ` y ' = .= 4 - • `. YY ° i INV OUT `'z ' •,� -� '" .. EL= 8170.25 BOTTOM INLET STRUCTURE; / EL= 8168. 26 TOP ; -- % %%I 4 EL= 8169,69 BOTTOM INLET STRUCTURE ROOF LID RE: _, 8 PVC -``-..-' �` { �'s' - .ya. STRUCTURAL FOAM FILL 8 PVC = ` ` . A STRUCTURAL FOAM FILL �:- ;�;.'- STRUCTURAL PANS � �' 8" PVC . -::�.� SEE FOAM SPECIFICATIONS. SEE FOAM SPECIFICATIONS. ' ,�•- •:' :` :; PROPOSED PIPE FLANGE "r :y : • '" THROUGH ROOF LID. s <. •; EL= 8179.83 TOP ROOF LID / EL= 8182.59 TOP ROOF LID ° ,; •;. :i WATERPROOFING SEALED . • .-•' `' �`� RE: STRUCTURAL PLANS RE: STRUCTURAL PLANS TO FLANGE BELOW DRAIN #. _ `•_ { } BOARD AND PROTECTION °. ; " `• �: :'' ; i •` P25 TYPE 16 CATCH BASIN P26 TYPE 16 CATCH BASIN » •'.. - ..} a 12 PVC TO INLET P24 ' • SLAB, 8 OUTLET.•; _ ' <:. °.. ,. ;" A 12 » PVC FROM INLET P23 ' a . ' NOTES. : y .' . Ha: • i,.:.`. .j, ' :. :;'' •:'+ _ r` . a . max. t. �+ ° , " :. _ NOTES: s' ' -._ y • :;`: : ' w ' :' «.._- ` 1, CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS 20 LOADING. 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS -20 LOADING. '' y " '` ;'•: M 2. OPENINGS MAY BE LOCATED AS REQUIRED. 2. OPENINGS MAY BE LOCATED AS REQUIRED. : ': - "'' -:`: ' ';`:•' • `.` ' :' ` =`,YS :• '` 3. PLACE HIGH STRENGTH NON - SHRINK GROUT AROUND PIPE AT KNOCKOUT LOCATIONS. 3. PLACE HIGH STRENGTH, NON- SHRINK GROUT AROUND PIPE AT KNOCKOUT LOCATIONS. r ' + ' f ' 4. ADJUST FRAME & GRATE TO MATCH PROPOSED GRADING. N.T.S. 4. ADJUST FRAME &GRATE TO MATCH PROPOSED GRADING. ' "` ° '• STRUCTURAL FOAM FILL { "` "- STRUCTURAL FOAM FILL N. T. S. P25 - VALLEY INLET DETAIL D P25 - VALLEY INLET DET Ak -- '`-'•' °�:�� -• SEE FOAM SPECIFICATIONS. SEE FOAM SPECIFICATIONS. EL= 8168.20 TOP ROOF LID EL= 8168.26 TOP ROOF LID ,'� RE: STRUCTURAL PLANS RE: STRUCTURAL PANS TYPICAL CONCRETE P23 -- TYPE 16 CATCH BASIN P24 - TYPE 16 CATCH BASIN BAND 16" WIDE. NOTE: DIMENSIONS OF PAD NOTES: NOTES: -- -- - 0 SHALL BE A MINIMUM 6 GREATER THAN THE 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS -20 LOADING. 2. OPENINGS BE REQUIRED. 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS -20 LOADING. DRAINAGE STRUCTURE. STORM MAY LOCATED AS 2. OPENINGS MAY BE LOCATED AS REQUIRED DRAINAGE 3. PACE HIGH STRENGTH, NON - SHRINK GROUT AROUND PIPE AT KNOCKOUT LOCATIONS. 3. PLACE HIGH STRENGTH, NON- SHRINK GROUT AROUND PIPE AT KNOCKOUT LOCATIONS. 4. ADJUST FRAME & GRATE TO MATCH PROPOSED GRADING. 4. ADJUST FRAME & GRATE TO MATCH PROPOSED GRADING. STRUCTURE SEE PLANS N.T.S. N.T.S. 0 ---� A P23 - CURB INLET DETAIL B P24 - CURB INLET DETAIL NC 12" PVC INVERT OUT ON SEE PLANS 12" PVC INVERT IN DOWNSPOUT DOWNSPOUT EE PLANS :;........ ,:: . ; 6 CONCRETE HOUSEKEEPING PAD 1" WEEP HOLES CAST IRON DRAIN, JOSAM 30006 -8A SET DRAIN WITH WATERPROOFING MEMBRANE NOTE: �~ ;:`•'::: TYPICAL STRUCTURE . :.0 HOUSKEEPING OR EQUIVALENT, OMIT GRATE AND CLAMP RING AND FORM INVERT TO DRAIN SEE LANDSCAPE PLANS FOR CONCRETE PAVER SPECIFICATIONS :;`: -• ' GROUT 1 /2 - MIN. ABOVE FLANGE FROM TOP OF TOPPING TO INLET AND CONCRETE BAND COLOR AND TEXTURE. BELOW SLOPES ! `` � ' °' �` ��' � PAD DETAIL j -` �' ``' PLAN VIEW CONCRETE PAN SITE GRADING SEE PLANS STRUCTURE 3A SHOWN t x (SLOPE TO GRATE �r ���y (2% MINIMUM SLOPE) 2'x2' AREA INLET PANTING SOIL AND /OR SOD x' 1 j FT. MINIMUM) ? ~`�� '` 4 SEE PLANS PRECAST INLET FRAME & GRATE MAXIMUM DEPTH = 2.5' STRUCTURE SEE LANDSCAPE PLANS {D &L I -9226} MIRADRAIN 9000 SEE JOSAM 30000 -5 r K , tT 'T.h: INSTALL 6 TO 8 '� f\ ;\ r te, : ' CONCRETE DRAIN BOARD SPECS. BRONZE AREA INLET f ` f r f f Ti # , h , f ;f n , .�f RIP -RAP COBBLES f T f , r rf` ,f t% f,,.f BAND FOAM FILL fill ,�,�, r 1.;, (8 X 8) AND,. BELOW DOWNSPOUT STORM WATERPROOFING MATERIAL f f ,f i * ,j ,. < C <,v«., � BODY ASSEMBLY !S ` ''' ., 7f f r / e ? � DISCHARGE AREA f .,h' 5 CONCRETE r STORM SEE ARCHITECTURAL PLANS 6 SOLID SDR 35 1 WEEP HOLES 2 „ 0 CONCRETE SAND DRAINAGE Y at.� °s '- •::.. ;: TO STORM SEWER AT 6' ON CENTER SUB -SLAB BED WITH STONES w!' „ �V.:. rte. 'S. ti „i..iali.u3»..,,�...,..wr...,.f ��° STRUCTURE 12 PVC MAxiMUM 4" CONCRETE �} °s �} 4 X 6 GASKETED (24 COVER) WRAP EXTERIOR AND AT LOW POINTS W/ 400OPSl HEAT TUBES INVERT OUT SEE PLANS TOPPING TO GRADE CAULDER COUPLING Cal 2% MIN. SLOPE - BOTTOM OF RIP RAP ALONG BANDS CONCRETE I SEE PLANS 6" MINIMUM OUTLET COBBLES WITH MIRAFI . r: .a. - THICKNESS, PIPE 140N FABRIC NOTE: 4000 PSI RE: CONCRETE P LUMB I N G I ( REMOVE EXISTING PLAZA, GRADE TO PROPOSED SUBGRADE, COMPACT EXISTING SUBGRADE WHERE PRACTICAL AND INSTALL 3" MINIMUM COMPACTED BASE +.. T .• .- :�.:�: LEVELING PAD WITH #4 REBAR INLET BOX ALLOW PIPES TO ENTER AND ACCESS TO ROOF PENETRATION COURSE PRIOR TO INSTALLING * 5" CONCRETE SUB -SLAB. SOILS ENGINEER Q 18" ON CTR. STRUCTURAL LID � BOTH WAYS (SHALLOW DEPTH INSTALLATION) MAY ALLOW A THINNER SLAB THICKNESS FOLLOWING SUBGRADE INSPECTION. 3" CONCRETE SLOPE VARIES EXTERIOR ROOF DRAIN EXTERIOR ROOF DRAIN 2 X2 CATCH BASIN CONNECTION TO STORM SEWER RIP- -RAP DETAIL 1" WEEP HOLES ARE TO BE INSTALLED AT 6' ON CENTER AT LOW POINTS PROTECTION SLAB SEE PLANS _ „ OVER DRAIN BOARD N.T .S. N.T .S. N .T.S. THRU THE SUB -SLAB AND COVERED WITH MIRAFI FABRIC TO MINIMIZE SAND PENETRATION /CLOGGING. AND WATERPROOFING E ROOF LID PENETRATION DETAIL F ROOF DOWNSPOUT INLET DETAIL G ROOT DOWNSPOUT RIP -RAP DET IL SEIBERT PLAZA PAVING HEATED CONCRETE PAVERS SECTION - A STORM STRUCTURE HOUSEKEEPING PAD TYPICAL DETAIL SITE CIVIL DRAWINGS ROUGH SAWN 2'x12" FASCIA BOARD THE EAST SIDE OF THE PROPOSED 16" CONCRETE BAND IS FINAL„ GRADING PLAN N.T.S. N.T.S. TO BE SET 4" WEST OF THE EXISTING OUTSIDE FACE OF T- THE 2 "x12" FASCIA BOARD ALONG THE EAST AND SOUTH I SEIBERT PLAZA PAVING SECTION J DRAINAGE STRUCTURE - HOUSEKEEPING PAD SIDES OF THE ONE VAIL PLACE SOFFIT OVERHANG FOR THE FUTURE EXPANSION. USE CARE WHEN ANCHORING THE BAND TO THE PT SLAB AS TO NOT DAMAGE PT TENDONS. � WATERPROOFING 2 "x2" WOOD 2" SAND 0 MEMBRANE BED WITH TRIM BOARD c0 CONCRETE RETE HEAT TUBES PAVING PAVING C n RE: D -7 CONCRETE CONCRETE © -I 16" CONCRETE PAVING WATERPROOFING PAVING STONES SLOPE 12" 6" ._ _---- --� EPDM MEMBRANE FULLY VARIES ADHERED TO CONC SEE SEE -PLANS DRAINAGE OVERFLOW .t ..�,. , . CUPPERS WATERPROOFING PLANS A 3" # 2 SAND STONES -`_~� : -� y' - - .. °• r rnE rry uERr STONES MEMBRANE CONCRETE PAVING BAND STONES BED WITH 8" ZURN TRENCH SOLDIER m � sc1 SCUPPER DRAIN 8181.92 SOLDIER RE: D -7 HEAT TUBES w PAVING RE: STRUCTURAL 3� z STONES 2 SAND BED COURSE DRAIN WITH 12 COURSE � SEALANT � .�'j, 4" sc2 SCUPPER DRAIN 818a.92 O CONCRETE BANDS Z (NO HEAT TUBES) SEALANT SG3 SCUPPER DRAIN 8187 24 'ter SC4 SCUPPER FINISH GRADE DRAIN 818750 SEE PLANS PRE - FORMED METAL SCUPPER SC5 SCUPPER DRAIN 8187.50 --------- o a o a o 0 0 0 4" PVC ZURN 2189 OR EQUIVALENT SC6 SCUPPER DRAIN 8199.90 9" POST TENSION CONCRETE ROOF SLAB ° ° ° PIPE 4" PRE - FORMED METAL sG7 SCUPPER DRAIN 8202. 00 '+,.,r f.;:, /,�'> ;..:S.f r f. � ,. ,�Sf. ✓ >.. :' ,r r:v `'*. ., yf . ;, ,.f ., ., ,",, j . , .,, ,.. / •' , ..; ,fr ,t� -r'" ,, \ /',. ,.f r' %'i „ \; c+ • ✓ +• .:! J ✓ /. -✓ S. f . : i' ..f ,. `r ✓ / :} ,+' .' l" / ;:/ e`'`d`Ky/ `y,. / ff F 's .A"' • . , J:.r/ ; '^ ..w , : k / /.>.f 18 SU R I WITH 4 ,, f�i,;,, � , �. /f f,,�°, � �r ,, ,�< <. ?4 r�� >,, ✓, �fr ,, i. BD A N I H f SC8 SCUPPER 2 DRAIN 8199.90 SCUPPER 4- SG9 SCUPPER DRAIN 819 ,90 9. `,/ , -d , ,f, 4, NOTE. SDR35 PERFORATED „ 5 PLAZA AREAS OVER THE LOWER PATROL ROOM MAY LOWER f STONE VENEER .. ff . PVC PIPE WRAPPED , CONCRETE f f. NOT BE INSULATED DUE TO PROPOSED PAVER PATROL „ f , -,, f f r f , --�_ NOTE. SC - DRAINAGE OVERFLOW SCUPPER CONC WALL # - h r THICKNESS AND ELEVATIONS PROPOSED FOR THE WITH MIRAFI 140N ROOM ' " ;< , , „ SUB -SLAB f ` ,...., f :� f ref , j � 6" OPENING BRONZE SCUPPER FOUNDATION „ �� W 4000PS1 PLAZA VS. THE EXISTING POST TENSION SLAB . �. f ' RE• ARCN RA CONCRETE AT 6 ON CENTER CONCRETE ELEVATION. INSULATION MAY BE REQUIRED INTERIOR WALL 8 �_ SDR35 PVC COORDINATE WITH WATERPROOFING _. NOTES AN LID OVER STRUCTURE REQUIREMENTS ON DECK AND NOTE DETAIRE' IEWE B SUB -SLAB TO THE CEILING OF THE LOWER PATROL ROOM, STORM PIPE AT LOW POINTS Wj 4000PS1 ALONG BANDS PRE - FORMED METAL OUTLET (RE: STRUCTURAL AND SURROUNDING THE SCUPPER ZURN 2199 OR EQUIVALENT WATERPROOFING) INSTALLATION. CONCRETE AUG 2 7 2007 NTS N.T.S. H ONE VAIL PLACE PLAZA BAND DETAIL - SECTION 'B' K STORM DRAINAGE OVTRFL.OW - SCUPPER DETAIL AND TABLE y x nfll m P_ _ cx , BEx DRZvt, G � C `" T / S t SITE nfll m • t �- R -1 1 1 112" R 12.7mm TAPER PER SIDE END ViEW N. TS. DIA. WALL THICKNESS JOINT DEPTH WEIGHT A FLAIR LENGTH B BARREL LENGTH C LAY LENGTH D FLAIR WIDTH E F G H R -1 R -2 SKIRT 12" 4" 3 314" 530# 4" 24" 45 318" 73 118" 24" 2 314" 3 1/8" 13" 10 1116" 9" NA 15" 4" 3 314' 740# 6" 27" 42 112" 69 112" 30" 3" 4" 16" 12 1112 11' NA 18" 4 112" 4" 2440# 9" 27" 46" 73" 36" 3 114" 3 3/4" 19" 15 112" 12" NA 24" 5 114" 4 114" 3260# 9 112" 43 112" 29 314" 73 114" 48" 3 314" 4 314" 25" 16 11116" 14" NA 30" 5 314" 4 114" 4200# 12" 1 54" 19" 73" 60" 4 114" 5 314" 31' 18 5116" 15" 1 NA 36" 6 518" 4 112" 7880# 15" 63" 33 314" 96 314" 72" 4 314" 6 1116" 37" 24 1116" 20" NA 48" 5" 4114 6550# 24" 72" 26" 98" 84" NA NA 49" 28 118" 22" 5 314" 2x2x1.0' Precast Conc. Box Doweled into Existing 3" Concrete Topping All Corners D & L 1 -9224 91 Frame & Grate D C B WA �. .A ' G DIA. i H A WALL SECTION A -A N. TS SECTION DETAIL (CIRCULAR CONCRETE) Planting Soil and -or Sod Maximum Depth = 1.5' SEE LANDSCAPE PLANS /X� ! ��� \fir \�� / \ / � \ / 111111II \\ / fitif0 11 r CISTING OOF %; , j �•' ' EXiSTING DOUBLE TEE'S t ., r. . a � •i , a 6' Dio Pipe ' DRAIN PIPES TO BE INSTALLED, FLASHED r SEE MECHANICAL - .-- •. :q' j , A' AND SECURED IN PLACE PER THE ' ', r r • • STANDARD AMERICAN HYDROTECH = : °• DETAILS FOR PIPE PENETRATION "'`'a' r % ' I ,EXISTiNG GARAGE ROOF & TOPPiN MIRADRAIN 9000 SEE NOTE # WATERPROOFING MATERIAL SEE ARCHITECTURAL PLANS Maximum 4' Concrete Topping to Grade DETAIL 6 - C10 2 x 2 PRECAST B INLET w/ DECK DRAIN DETAIL Planting Soil Cost Iron Roof Drain Maximum Depth = 1.5' Strainer, Josam 30004 -6A SEE LANDSCAPE PLANS Threaded onto 4" Pipe and to 12' of Screened Rock HI -40 RiGiD FOAM Wrapped w MIRAR 14ON Outlet Flange at bottom Sea Sub grade Plan PP / � { 9 ) 3" Stone Cap Grouted to C.M.U. Block Wall 6" C.M.U. Block Wall SEE NOTE Doweled 0 2' O.C. MIRADRAIN 9000 // \ / / \ / /� / /� /j \ \ / / \ \// / ",. �` / //� °`' Maximum Veneer Concrete SEE ARCHITECTURAL PLANS 4 : \ /� \\ / \ / /�� //\ \\ / / /� / / \�% / \\/ / , as Topping to Grade } > > o a o / > > > > > > > 2 -3/8' Concrete Pavers > > >>}> }>} o 00 > > > }> > > >> >>> > > > > > > >> >> > > > > >> o¢o a oaoao > > > > } > > > > > }> > > > > > > x>555 > > > > > 0 ooaoao > > / > > > > > > 2" Compacted Sand > > > > > > > > > >> pogo ° 90 °04o °4 °op > > > >> }> > > > > > > > > > >> and Snowmeit , PROPOSED 3' DECK OPPING,r'r';' r', %.'; MIRADRAIN 9000 SEE NOTE #1 C ' r d 8• a A � . d ' O O , 4 o " _, d Y M a , CONCRETE PAN (SLOPE TO GRATE 0 1 / FT. MINIMUM) 6 == (SEE SUBDRAIN DETAIL BELOW PAN Sc+ SECTION IN HEATED PAVER PLAZA) 6" SOLID SDR 35 TO STORM SEWER @ 27 MIN. SLOPE 11111111111 =11 111111111110- 1111111111140- M OO . 1111111111 1 1111 11 101110 1, - D.2 SOUTH TUNNEL PROM INLET PAC' DETAIL D &L -1021 or EQ. SO ID - Rim 8179.8 �I Cast Iron Drain, Josom Set drain with Waterproofing 30006 -8A or Equivalent Membrane Clamp Ring and Cost Iron Drain, Josom form invert to drain from 1/2" Min. above flange 30004 -6A or Equivalent JOSAM 30000 -S 2' Omit Grate and grout JOSAM 30000 -S 3' 1/2" Min. above flange Y J J (KEEP WEEP HOLES OPEN) 2 -3/8" Concrete Pavers Planting Soil Maximum Depth = 1.5' Set drain with Waterproofing JOSAM 30000 -S 7' Membrane Clamp Ring and NYLOPLAST DRAIN 6' form invert to drain from NYLOPLAST DRAIN 5' top of 3" topping to inlet WALL SUBDRAIN CONNECT =NO- R4E NYLOPLAST DRAIN C ' r d 8• a A � . d ' O O , 4 o " _, d Y M a , CONCRETE PAN (SLOPE TO GRATE 0 1 / FT. MINIMUM) 6 == (SEE SUBDRAIN DETAIL BELOW PAN Sc+ SECTION IN HEATED PAVER PLAZA) 6" SOLID SDR 35 TO STORM SEWER @ 27 MIN. SLOPE 11111111111 =11 111111111110- 1111111111140- M OO . 1111111111 1 1111 11 101110 1, - D.2 SOUTH TUNNEL PROM INLET PAC' DETAIL D &L -1021 or EQ. SO ID - Rim 8179.8 �I Cast Iron Drain, Josom Set drain with Waterproofing 30006 -8A or Equivalent Membrane Clamp Ring and Omit Grate and grout form invert to drain from 1/2" Min. above flange tap of 3" topping to inlet Is a WATERPROOFING MATERIAL SEE ARCHITECTURAL PLANS Steel Framework & Deck (May be replaced w/ HI -60 RIGID FOAM) a a r' a i • ♦ -ar r V -1 1/2" V -10 1/2" 1 CHALETS STORM SEWER STRUCTURES # TYPE APPROX. DEPTH R01 JOSAM 30000 -S 3' R02 JOSAM 30000 -S 2' R03 JOSAM 30000 -S 3' 8192.4 Y J J MEP 2 -3/8" Concrete Pavers Planting Soil Maximum Depth = 1.5' R4A JOSAM 30000 -S 7' R4B NYLOPLAST DRAIN 6' R4C NYLOPLAST DRAIN 5' R4D WALL SUBDRAIN CONNECT =NO- R4E NYLOPLAST DRAIN 4' R4F NYLOPLAST DRAIN 4' o a 8' C.M.U. Filled Block Wall ``,ti EXIST Doweled Q+ 4 O.C. 8189.86 R6 NYLOPLAST DRAIN 3' / ,r; ;r 1, ;F'/ ' r f/ , r /f *,r /: EXIST J 8190.06 N OTE: 111111111111 R7A JOSAM 30000 -S 3' R8 JOSAM 30000 -S 4 -6' R9 NYLOPLAST DRAIN 4 -6' R10 NYLOPLAST DRAIN 7' R11 10SAM 30000 -S 3' R11A 2x3' BOX 4' R12 JOSAM 30000 -S 3' R12A JDSAM 30000 -S 3' R 13 4' DIA MH 5' R13A NYLOPLAST DRAIN 4' R14 NYLOPLAST DRAIN 3' R15 JDSAM 30000 -S 3' R15A 4' DiA MH 13' 8178.70 3' > ♦r P11A C -INLET CLOSE MESH R17 JOSAM 30000 -S 3' R18 JOSAM 30000 -S 3' R18A 4' DIA MH 12' R19 NYLOPLAST DRAIN 5' R19A 4' DIA MH 8' R20 2x2' INLET 5' R21 NYLOPLAST DRAIN 3' R21A 2x2' INLET 4' a0010 P14 Y N/A 8188.70 NA R23 1OSAM 30000 -S MEP R24 JOSAM 30000 -S MEP R25 NYLOPLAST DRAIN MEP R26 2'X2' AREA DRAiN 1.5' 26A 2'X3' BOX W/ INLINE GRATE 7' R27 JOSAM 30000 -5 3' R28 NYLOPLAST DRAIN 3' 3' ir■olo J 8" JDSAM JDSAM 30000 -S 8184.28 R29 JOSAM 30000 -S 3' R3Q NYLOPLAST DRAIN 3' R31 NYLOPLAST DRAIN 7' R31A )OSAM 30000 -S 0.5' R32 JOSAM 30000 -S 3' R33 NYLOPLAST DRAIN 5' 33A 4' DIA MH 14' R34 NYLOPLAST DRAIN 6' R35 2x2' INLET 3' P94 44IiW4946;;� AIW94A4 6' rl�► P19D _44 R37 JOSAM 30000 -S MEP R38 JDSAM 23504 MEP R39 NYLOPLAST DRAIN MEP R39A NYLOPLAST DRAIN MEP R39B JOSAM 30000 -S MEP R40 NYLOPLAST DRAIN 1.5' 40A 2x3' BOX 4.5' R41 JOSAM 30000 =S 4' R41A NYLOPLAST DRAIN 1.5' R42 2x3' BOX 2' R4JI NYLOPLAST DRAIN 8' R44 2x2' INLET 4.4' R45 NYLOPLAST DRAIN 2' R46 JOSAM 30000 -S 3' R47 NYLOPLAST DRAIN 3' R48 JOSAM 30000 -S 8' R49 NYLOPLAST DRAIN 2' R50 NYLOPLAST DRAIN 2' R51 NYLOPLAST DRAIN 7' 8169.37 VARIES , i■} !P T!5 4" SUBDRAIN N/A x J Awm J 2' -3' ♦► P23 2x3' CURB INLET J J J SEE DETAILS 5' 11111111110111- P24 _ J 8175.05 SEE DETAILS 5' RDSI NYLDPLAST DRAIN 3' RDS2 NYLOPLAST DRAIN 3' R DS3J NYLOPLAST DRAIN 3' 2x3' INLET 36" RCP ® 1.007 18" RCP @ 0.577. EXISTING Inv In 8174.22 36" CMP 0 10.77 Inv In 8174.00 inv Out 8173.80 Bottom of Box 8173.72 SITE STORM SEWER STRUCTURES E CAST IN PLACE 4'x4' BOX - P27 CAP TOP OF CLEANOUT AT SURFACE RIM INV OUT 4' SOLID PVC EXTENDED TO SURFACE D02 El 1.0' VERT. OF 4' PERF PVC 8" C.I.P. Concrete Border Doweled into C.M.U. Block Wall 0 2' O.C. 12' of Screened Rock 8192.4 8187.64 Wrapped w/ MIRAR 14ON MEP 2 -3/8" Concrete Pavers Planting Soil Maximum Depth = 1.5' 4.1 - 2' Compacted Sand and Snowmeit SEE LANDSCAPE PLANS /� 'tti i111t1411, 1 MIRADRAIN 9000 SEE NOTE #1 E3 •X / / / f ifi IIl91ti1(P t WATERPROOFING �PLANS 2.5 \/� f � /// �. SEE ARCHITECTURAL =NO- X >� }> a �� Maximum 4" rete Topping to Grade EXIST ° > >> > > > > >> i„ Steel Framework & Deck 17' o a 8' C.M.U. Filled Block Wall ``,ti EXIST Doweled Q+ 4 O.C. 8189.86 ' 19' U010- ``. ti` .;`�`. � �` `,`•., / ,r; ;r 1, ;F'/ ' r f/ , r /f *,r /: EXIST Cost Iron Drain, Josam 8190.06 N OTE: 111111111111 HI -40 RiGID FOAM C -INLET ar Equivalent 30004 - to With Grote (See Subgrade Pion) PLANTING MATERIAL OR and grout Min. above Bangs ( �E MECHANICA it 111111111111111► P8 SOIL SHOULD BE BELOW Set Set drain with Waterproofing 8196.0 8192.11 Membrane Clamp Ring and FINISH GRADE EDGES form invert to drain from N/A 8211.5 top of 3' topping to inlet - �` SECTION C- C - C10 4' VEL. DISP. MH SINGLE DRAiN 8211.0 F DECK DRAIN CLEANOUT DETAIL. P10 DRAiN AREA = 62.7 SQ. INCH GRATE HAS H -20 (HEAVY TRAFFIC) INLINE DRAIN AT BEGINNING OF STORM SEWE DOT RANG 13 50" INLINE DRAIN NTH RISER AND TEE QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 308 5.0" COBBLE SURROUNDING INLET IN PAINT: CASTINGS ARE FURNISHED MULCH AREA TO BE IMBEDDED MULCH WITH A BLACK PAINT IN GROUND (TYP) V vvv v v v _ MULCH vvvvvvvvvvvv N C '7V� vvvv vv \ /�/\ �\ rri �� Jvvvvvvvvvvv V V v vvvvv \', '- C� w v v V v v vv vvvvvv vvvv v vv vvvvv v vvvvvvvv \r;\ � \f�yi \�j / %/! 1 / / j \ \ ��\ \• \ \/\ FOR EASY A C OVER vvvvv vvvvvvvv h \r+\ ` 'vv vvvv< vvv vvvv GROU D avvvv vvvvvv RISER RISER o o vvvv O Q vvvvv 1 - 7 r v v v v .. ; = C= vvv v C vvvvv vvvvv vvv C== vvvv q 7 ' V 12" CAST IRON GRATE v v P <'� v v v v t 2" SDR 35 SOLID RiGID PV vvvv vvvvv vvvvvvc w `vV v v 4 v v v v v v v v v v vvvvv v v v COBBLES TO BE 4 =: vvvvvvvvvvvvv vvvvvvvv a , >" `� v v v vvv vvv v v v vvvvvv v TO 6" IN DIAMETER. v v v v v v v v 7v v INVERT PER PLAN BEND TEE INVERT PER PLAN MULCH MULCH AREA LCH AREA TO BE IMBEDDED NYLOPLAST ELEVATION IN LANDSCAPE AREA iN GROUND (TYP) TYPICAL INLET INSTALLATION IN MULCH LANDSCAPED AREA. COORDINATE COBBLE TYPE WITH LANDSCAPE ARCHITECT. I Note: Cobbles only required if drain is located in mulch area. Cobbles not required in sad or grass area. Coordinate N.T.S. cobble color with Landscape Architect. !r GARAGE WALL GARAGE DOORWAY JOSAM 23504 CAST I IRON AREA INLET (14" X 14 ") AND BODY ASSEMBLY 4" GASKETED CAULDER COUPLING 4" SOLID SDR 35 TO STORM SEWER SEE PLUMBING CAST IRON H -20 RATED GRATE SDR -35 SEWER SOLID RIGID PVC WITH WATERTIGHT ADAPTERS 8 __ 1 l 111111110 11111111111 '!! A' - to A 15 -1 j4'= i s s f a a 1 4 4 � a MOO MOO- 11111111111 MOO' 11111111111101111 1111111111110- 111111111111011' MO- =010 MOO- 11111111111 =MO- =0- =M -r► >t♦ 111111 �' 11111110 111111111111 PROVIDE A 1.0% MINIMUM SLOPE ON ALL STORM DRAINAGE LINES UNLESS OTHERWISE NOTED ON THE PLANS. GARAGE STORM SEWER STRUCTURES SITE STORM SEWER STRUCTURES T}PE # TYPE GRATE RIM INV OUT A PPR OX. DEPTH TH D D02 El 5' MANHOLE EXIST 8192.4 8187.64 5' MEP EZ 5' MANHOLE EXIST 8192.5 8188,26 4' >•$Oi- E3 5' MANHOLE EXIST 84494-9 7.5 X 8189.15 8' =NO- E4 5' MANHOLE EXIST 890"-07. 10 8189.65 17' MOON- E5 5' MANHOLE EXIST 8 10.10 8189.86 ' 19' U010- E6 5' MANHOLE EXIST 08. 00 8190.06 ' 18' 111111111111 P7 C -INLET CLOSE MESH 8199.0 8190.68 6' 111111111111111► P8 D -INLET CLOSE MESH 8196.0 8192.11 6' =0* P9 18" F E. S N/A 8211.5 NA - �` P9A 4' VEL. DISP. MH SOLID HS20 8211.0 8190.50 20' ♦► P10 4' MANHOLE SOLID HS20 8184.46 816730 17' =0000. P11 I C -INLET CLOSE MESH 8181.70 8178.70 3' > ♦r P11A C -INLET CLOSE MESH 8182.00 8175.10 7' >• P11B C -INLET CLOSE MESH 8181.70 8176.95 5' MOO- P12 C -INLET CLOSE MESH 8184.50 8179.50 5' =000'. 81872 18A JDSAM 30000 -S 8184.61 J a0010 P14 18" F E. S. N/A 8188.70 NA - >•O P15 18" F.E.S. N/A 8184.00 NA - , P16 C -INLET CLOSE MESH 8184.58 8180.30 4' 1111111111110- P17 C -INLET CLOSE MESH 8184.55 8181.50 3' ir■olo P18 8" JDSAM JDSAM 30000 -S 8184.28 8182,52 2' ■�► P19 NYLOPLAST INLET SLOTTED GRATE 8181.5 8176.76± 5' MEP P19A NYLOPLAST INLET SLOTTED GRATE 8184.6 8182.30 2' ♦► P19B NYLOPLAST INLET SLOTTED GRATE 8182.1 8179.75 2' �1► P19c NYLOPLAST INLET SLOTTED GRATE 8183.5 8177.74 6' rl�► P19D NYLOPLAST INLET SLOTTED GRATE 8184.0 8181.18 3' ► P19E NYLOPLAST INLET SLOTTED GRATE 81826 8179.5± 3' ♦► P19F NYLOPLAST INLET SLOTTED GRATE 8181.5 8178.5± 3' D33 JDSAM 30000 -S 8168.92 D34 JDSAM 3000Q -S 8169.00 1111111111111111p P21 7RENCH DRAIN TRAFFIC RA TED 8179.97 VARIES 1 ' 8168.00 ' J MONO P22 TRENCH DRAIN TRAFFIC RATED 8168.69 VARIES 11 0111111111► P22A TRENCH DRAIN TRAFFIC RA TED 8169.37 VARIES 1 i■} P22 4" SUBDRAIN N/A NIA VARIES 2' -3' ♦► P23 2x3' CURB INLET D &L 1 -3517 8175.40 SEE DETAILS 5' 11111111110111- P24 2x3' CURB INLET D &L 1 -3517 8175.05 SEE DETAILS 5' w♦► P24A 2x3' BOX D &L H -4580 8175.8 SEE DETAILS 7' MOON P25 2x3' INLET D &L I -3386 818759 SEE DETAILS 6' �► P26 2x3' INLET D &L I -3386 818741 SEE DETAILS 4' ��► P27 C.I.P. 4x4' BOX SOLID HS20 8179.8 8173.80 6' P28 4' MANHOLE SOLID HS20 8185.0 8174.47 17' �► P28A 4' MA NI SOLID HS20 8187.5 8174.9 13' =11111 P28 5' MANHOLE SOLID HS20 8181.1 8174.66 6' MOO- P28 C -INLET CLOSE MESH 8197.0 8189.0 8' =110- P28 C -INLET CLOSE MESH 8215.0 8207.0 8' w- ill P28 D -INLET STANARD GRATE 8264.0 8254.0 10' �► P28 D -INLET SLOPING STD GRIT 80.5179.25 8175.44 4' ♦► P28 4' MANHOLE SOLID H520 8262.5 8253.48 9' MOO- P28 C -INLET CLOSE MESH 8231.5 8225.35 6' 11111111111 P29 2x3' CURB INLET D &L I -3517 8178.55 8175.44 3' 0000► P29A 4' MANHOLE SOLID HS20 8186.30 8176.60 9.5' 0100- P29 4' MANHOLE SOLID HS20 8188.20 817722 11' �1► P30 2x3' CURB INLET D &L I -3517 8178.55 8176.02 2.5 ► P37 2x3' CURB INLET D &L I -3517 8165.90 8162.42 J. P31A C -INLET D &L I -3386 8164.40 8160.88 35' P32 4' MANHOLE SOLID HS20 8167.70 8163.37 4' �► P33 TRENCH DRAIN TRAFFIC RATED VARIES VARIES 1' MOO P34 2x3' CURB INLET D &L 1 -3517 8171.91 8167.94 3' =000 P35 2x3' CURB INLET D &L 1 -3517 8172.68 8169.60 MOO- P36 2x3' CURB INLET D &L 1 -3517 8165.2± 8160.9 4' =NO- P36A 5' MANHOLE SOLID H520 8164.8± 8159.24 5.5' 11111111111 P37 2x3' CURB INLET D &L 1 -3517 8164.5± 8161.40 3' P38 2x3' CURB INLET D &L 1 -3517 8163.33 8160.0 3' P39 2x3' CURB INLET D &L I -3517 8183.43 8160.0 3' P40 5' MANHOLE CIP SOLID HS20 816J.80 815754 6' ► P41 5' MANHOLE SOLID HS20 8169.13 8160.42 8' ■■00- P41A 5' MANHOLE D &L I -3386 8169.28 8160.34 8' P41 4' MANHOLE SOLID HS20 8167.88 8160.93 7' P42 C -INLET D &L I -3386 816780 8160.03 8' P43 C -INLET D &L I -3386 8167.67 8159.54 7' r�r E44 VALLEY INLET Replace w/ P36A 816,3.7 8159.24 5' P44 2x2' Inlet D &L 1 -9226 8202.0 8195.0 7' rjr P44A 12" F, E. S. NIA 8194.50 NA - �� P45 5' MANHOLE SOLID H520 8164.9 8159.1 6' =1000 P46 3'x3' CURB INLET D &L 1 -3517 8162.9 8160.03 3' ■�► P47 2x3' CURB INLET D &L I -3517 8163.9 8160.90 3' 111111111111 P48 14" JOSAM JOSAM 23504 8172.70 MEP - 111111111111r► P49 14" JOSAM JOSAM 23506 8186.00 8182.50 35' MOO P50 NYLOPLAST INLET SLOTTED GRATE 8186.2 8183.20 3' �1► P51 8" JOSAM JOSAM 30000 -5 8180.27 MEP - �► P52 8" JDSAM I JOSAM JO000-S1 8180.85 1 MEP I - PROVIDE A 1.0% MINIMUM SLOPE ON ALL STORM DRAINAGE LINES UNLESS OTHERWISE NOTED ON THE PLANS. GARAGE STORM SEWER STRUCTURES # T}PE RIM CODE D01 2x2' INLET 8182.0 MEP D02 2x2' INLET 8183 7 MEP D03 2x2' INLET 8183 7 MEP D041 NYLOPLAST INLET 8181.7 MEP 04 JOSAM 30000 -S 8182.8 MEP D05 NYLOPLAST INLET 8181.7 MEP D06 NYLOPLAST INLET 81830 8 06 NYLOPLAST INLET 8184.88 MEP D06B NYLOPLAST INLET 8185.03 D07 NYLOPLAST INLET 8184.91 MEP D08 NYLOPLAST INLET 8184,91 MEP D09 JOSAM 30000 -S 8185.20 09 NYLOPLAST INLET 8184.75 D 10 JOSAM 30000 -S 8185.20 D10A NYLOPLAST INLET 8184.8 D105 NYLOPLAST INLET 8185.0 D11 NYLOPLAST INLET 8184.55 D12 JOSAM 3000Q -S 8183.82 MEP D13 JDSAM 30000 -S 8181.60 MEP D14 JDSAM 30000 -S 8181.80 MEP D15 NYLOPLAST INLET 818715 15A NYLOPLAST INLET 818749 TYPE NO, D16 JOSAM 30000 -S 8183.82 MEP 16A JDSAM 30000 -S 8187.51 3 D 165 JOSAM 30000 -S 8187.57 23504 D16C JOSAM 30000 -S 8187.57 D17 JOSAM 30000 -S 8183.82 MEP D18 NYLOPLAST INLET 81872 18A JDSAM 30000 -S 8184.61 8 D185 JDSAM 30000 -S 8184.62 23509 -Z 18 JDSAM 3000Q -S 8184.61 D 18D 10SAM 30000 -S 8184.74 018 JDSAM 30000 -S 8185.65 D18F JOSAM 30000 -S 818710 D19 JOSAM 30000 -S 8188.23 MEP D20 JOSAM 30000 -5 8188.00 D21 JDSAM 30000 -S 8188.05 D22 JDSAM 30000 -S 8188.05 MEP D23 JDSAM 30000 -S 8186.86 MEP D24 JDSAM 30000 -S MEP MEP D25 JOSAM 30000 -5 8176.1 Q MEP D26 4' MANHOLE (1) D27 JOSAM 30000 -S 8168.68 D28 4' MANHOLE (2) 28A JOSAM 30000 -S 8168.68 255 JOSAM 30000 -S 8168.65 D29 JDSAM 30000 -S 8168.68 D30 JOSAM 30000 -S 8181.69 MEP D31 TRENCHDRAIN, HS20 8169.00 D32 JOSAM 30000 -5 3169.00 D33 JDSAM 30000 -S 8168.92 D34 JDSAM 3000Q -S 8169.00 D35 JDSAM 30000 -S 8167.92 D36 JOSAM 30000 -S 8168.00 NOTE. • DD = DECK DRAIN D #= PROPOSED SITE AREA INLETS INV OUT AND DEPTH ARE PER MECHANICAL (1) RIM = 8169.75, INV IN= 6380(Mech), INV OUT =63.63 INSTALL SLOTTED MANHOLE LID (2) RIM= 8168.92, INV IN =62.80, INV OUT =6261 INSTALL SLOTTED MANHOLE LID NOTE. F.E.S. = FLARED END SECTION G.I.P.= CAST IN PLACE CONCRETE STRUCTURE EXX= EXISTING STRUCTURE PXX= PROPOSED STRUCTURE P# =PROPOSED SITE AREA STRUCTURES (3) SEE MECHANICALIPLUMBING PLANS FOR INVERT THRU STRUCTURE R #= PROPOSED CHALETS DRAIN MEP =SEE PROPOSED MECHANICALIPLUMBING PLANS RDS #= RESIDENCE DOWN SPOUT AREA DRAIN 14" SQ. OUTLET TYPE SHALL BE COMPATIBLE - ,,'" WITH PLUMBING PLANS L DECK CLAMP( -1) IF R CAST IRON H -20 RATED GRATE SPECIFICATIONS: FOR DETAILS SEE SHEET 4 JOSAM 23500 Series coated cast iron Roof Drain, square pedestrian grate set in square secured frame, WEJLOC invertible non- puncturing flashing collar, weepholes, for 2" roof fill, large sump, with wide roof flange and bottom outlet. at ADAPTORS AVAILABLE 4 " - PROVIDE EXTENSIONS AS NEEDED TO PLACE STRAINER AT THE RIM ELEVATIONS NOTED IN THE GRADING PLANS. THRU 12" -SEE DRAINAGE PLANS FOR LOCATIONS WHERE 14" D.I. IS USED VARIOUS TYPE OF OUTLETS - PROVIDE THE CAST IRON BODY AND GRATE FOR THIS PROJECT WiTH WATERTIGHT ADAPTORS JOSAM ROOF DRAINS R CORRUGATED POLYETHYLENE LARGE SUMP, PROMENADE TOP SDR -35 SEWER CORRUGATED PVC 12" INLINE DRAIN ULTRA -RIB PVC 10" CAST IRON GRATE FOR DETAILS SEE SHEET 4 =_ ADAPTORS AVAILABLE 4" '- THRU 8" VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS 4 " -8" FOR: CORRUGATED POLYETHYLENE 10 INLINE DRAIN SDR -35 SEWER CORRUGATED PVC ULTRA -RIB PVC 8 " CAST IRON GRATE FOR DETAILS SEE SHEET 4 ADAPTORS AVAILABLE 4" USE 4 " ,5" OR 6" THRU 6" OUTLET, SEE NOTE BELOW*� 4 " -6" VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS 8" INLINE DRAiN FOR: CORRUGATED POLYETHYLENE SERIES NO. TYPE NO. PIPE OUTLET ISSUE DESCRrMON STRAINER SIZE (incites) CAST IRON BODY WITH 23500 3000085 SIZE (inches) ADDENDUM #1 8 X 8 -2 S.F. BRONZE TOP OPTIONS 23504/23505 4 / 5 FINAL CONST. 4 05.15.06 OPTIONS TYPE NO. PIPE SIZE (inches) TYPE NO. -1 Deck Clamp assembly ADJUSTMENT TYPE NO. WEI T STR INER -2 Drain Receiver I Y I 30004 4 -3 Deck Clamp Assembly and Drain Receiver 8 1 -1/4 2 -1/2 -10 Fixed Extension Collar, Cost Iron, (specify height) Each 4' or fraction 16 NOTE: USE -10 -20 Fixed extension collar, Galvanized, (specify height) Each 4' or fraction OP'1IONS AS - 20 Galvanized Cast Iron Parts REQUIRED FOR -30 Vandal -Proof Grate -36 Ductile Iron Grate (Cast Iron Top Only) THIS PROJECT * -37 -50 Heavy -Duty Ductile Iron Undergrate Laminated Top, Satin Finish Nikaloy * -37 -51 Heavy -Duty Ductile Iron Undergrate Laminated Top, Satin Finish Bronze -50 Cost Iron Undergrate Laminated Top, Satin Finish Nikaloy -51 Cost Iron Undergrate Laminated Top, Satin Finish Bronze -66 No Hub Side Outlet, 2',3',4 ",5 ",6' -T Threaded Outlet -X Inside Caulk Outlet -Y Hub Outlet w /Gasket -Z No -Hub Spigot Outlet * Add to -50 or -51 TYPE NO. PIPE SIZE TYPE NO, 23502 2 57 23503 3 57 23504 4 58 23505 5 58 23506 6 59 23508 8 61 23509 -Z 10 62 i' ♦i GARAGE WALL CONCRETE CURB (SLOPE TO GRATE 2% MINIMUM) �!► 1Md'LIES, REVISEl1 SPECII �`I'+✓A TIC?NS OUTLET TYPE SHALL BE COMPATIBLE WITH PLUMBING PLANS 3/4" or 1/2" (if required) - PROVIDE EXTENSIONS AS NEEDED TO PLACE STRAINER AT THE RIM ELEVATIONS NOTED IN THE GRADING PLANS. - PROVIDE REDUCER AS NEEDED IF 4" OUTLET CONNECTS TO A LINE SIZE OTHER THAN 4" INSIDE THE STRUCTURE. RE: PLUMBING PLANS SPECIFICATIONS: JOSAM 30000 -S Series coated cast iron Floor Drain, two -piece body with double drainage flange, WEJLOC invertible non - puncturing flashing collar, weepholes, bottom outlet and adjustable satin finish bronze, square strainer. SEE DRAINAGE PLANS FOR LOCATIONS WHERE 8" D.I. iS USED JOSAM FLOOR DRAINS CAST IRON BODY WITH SQUARE STRAINER SERIES NO. TYPE NO. PIPE OUTLET SIZE (inches) ISSUE DESCRrMON STRAINER SIZE (incites) CAST IRON BODY WITH 30000 -S 3000085 4 ADDENDUM #1 8 X 8 -2 S.F. BRONZE TOP OPTIONS -2 SATIN FINISH BRONZE TOP FINAL CONST. 4 05.15.06 ADJUSTABLE STRAINER TYPE NO. PIPE SIZE (inches) TYPE NO. STRAINER SIZE (inches) ADJUSTMENT TYPE NO. WEI T STR INER X I Y I 30004 4 8S 8 1 -1/4 2 -1/2 24.5 16 LWI 0 r cn PROJECT NO: 84259.1 ISSUE NO. ISSUE DATE ISSUE DESCRrMON 01 01.20.06 CONSTRUCTION 02 102.14.06 ADDENDUM #1 AS 04.03.06 BLDG DEPT RESP j FINAL CONST. 4 05.15.06 BLDG DEPT RESP j FINAL CONST. 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I // �, ,� I / I � 1.1, I � - 11 I "I /���__., I . . , !-- I I �. ,4 ­ �- - -I- _ -_ , , 1'. �, I /`�', I ; I Ili I I 1 . // / / .1 .1 /. 1, " .1 �` I 1 " . ,� I � - I 1�1 - 11 11 \ I- - � ___ - 11\\ N `1\1� - � � � , �,� � I- __ I _,� �. 1� 11, 11,� -1 �, \ \ "I �, \ \ N \ \ 11'� � I., 11 � I . � , �__� '� _� - 11� ", I ­ 1 , / I I I I I / - / ,� I I\_., I I I I I ., , i I I , _/�. ..,. I . ..v-11 I � . , . I " , �, . � I . 1 .1 I , I I I � � I I " � I " , , I . 1 , ". "" . , " I I __ '1� �, \ _�, �_ I- - �,_ _,� 1� 11 11 I- I- '_ � \ \ \ 1� I q'l \ ', , I � I , \,_�_ �. 11 � I �, '�_ I 11 I , / ", 'I,.,.. � I ___ 1� 11 11\ \ �,_ I - � -1 , �, � , - - 1, -, �, I- \ \ \ \ \� -, 11 -_/ 1, I -� ,� I 1, 11 � -.1 � 4 r__rI 11 I ��_-_ �� 1 I 1 I �� 1 1 . / ) � , ", � � //., , .1, 1, � 1 .� -_ _. � I'll / , . ­7 �. -, I 1 I t ( � - ` �� - � PM STA = 10+43.79 PVI ELEV = 8234�56 A.D. = -6 , 33 K = 12.63 � - I 80.0 VC O' , I . IR n , m 1 -4- ,, 2 co � ., 0 w 'j �� > ASI -SO 1 3 I I 1-i 17 � , 0 1 + ,, 0 oo - w , Z__________1 I �6 � ? I - _A_� __1 , :o �_ - ., G GRADE _ _,-- ­ � . _ 4- - E __ � _ - -, --- _­� 8230 -----,-----"-- ________­____._ ------------------ -------- T : T � I I - __ a I : I I _____ � i ______ - __ � _ � i 1 : __7___ ___,_ __ - P\A STA = 7+4?.83 1 I 8230-r---- - --- _ _-, -, 1 1- -,- __ _- i -_ -_ -_ � i ; I � I I � I ! I $ 1 P\/I ELEV = 8192.28 1 -_ __ -,- ­ -, � � : I : I � � : i i ! � I � ! i : I A.D. = 8.00 I � i I __ - - ­ - i - -_ �- - G gp'DE : I I i i : t � i : I I K = 12M i __ __ - __ - 0 - � � � i i � i I i i I i I - I - _ 100.0 VC 1 , -_ --- - ­ I ____,�_11�?05 -_ � I I 8220 1 6220 � -_ - - - I � i I 829'e. � � I- ­ _­ - 1 8220 - _____ - : 1 I ! f ! I I I i � I -_ ­ -_ : i i I � � I ! � � I � i I I 1 I ; n CIO Go C� -_ ­ -_ ­ , -_ ___�_ i � I � i � ! I i I � � I � I . F� 0) 0) -_ --- _ _. - ______, K � i I ; i I I i ; � I � ; I PVI STA = 5+80.19 i � ! + , -- - � '10,171 � i � � I � I I � PVI ELEV = 818Z58 1 � 1 I � _rll ­_ - .. I 8210 � i I __ � __ , i I __ ___ 6 � I I � I I I I I - --- _____�________ I ___________A__ A.Q -8 _=_Q9_1�2t , � .------ i --- __ - I i - ,-- - ­1 V) Uj L1_ _�Q, - " ----.-- _____ ___ - ____ ___ : I I � i I ! I � I K = 7.37 I 1 : ! �) CO ; ", � ­ I ­ > uj Ld 4 __----- 2% ',ROSS-SLOPE T SEC � I i i � I I i 3 ; i � ! P A ELEV = 8172.83 A.D. = 12.00 I i � I Iq C� U; O� . - - I , - - - ____A1 ____ - 59.0� VC I ; I � ; : I i : i I + w __ - -, -_ � ! � � ; I � � � ; t [ � � ! ; � i � PVI STA = 3+82.65 I � i I K = 6.67 � M a) i ; 1 1� ,,> i O> I I �O co ( A , � j E ­ _ XjS jjNq q�AIDE_ ­ '_ _ ­ , - � , 80.0 VC ------ ­1 -.1--­­ ,.-III _­1. ­ --- - 1- .... � ­­­1 8200 � - - � --- -- -- - - - -- -- , - � I ­ - ­_­ ---,--- ____ __ - - __ - __ __ __ __ � ­11 I � . � � 1. 1-11, ­ _1 - � - - ___ - , __ __ - - -, - - - - _ _ - - __ __ - -,--- __ -.-- � - -.-.I- -1-1-1 ---------- - - __ - a-0014 1 - - - __ _ - - ___ - - ______ - - __ - - - __ ,.-Ill. ___ __­ - - --------- - `PVF`ELEV_ - 2 _____ _­"_5T70_ 8' * ­­ - -.1-11-­1 � __-, _______._ ...... _+_______ . 1 "' -, --"-- __ ---- _ __ ____,____ ---- ___­­ ; 1 �� ------- _­..­_­ ­ ,_­ - -- -_ - - -------- -- � ..... - � - &20G,�, � - 0- _t� - - __ - - ___1 _­­ _1­1 _­ I I 11- ! + - .... , - - " , I ­­ -, � - 1 _11� �� �� - 1 � � - _­ .. ... ­ _­ - -1 - - -- --- - -_ - - - - - 1- I _11-11--l-I -1- ­­11-1-11- 1_11-­ _­___­11_1­­___­1 ­ --- 11 -- ---- -------- __ .1-11, __­.1_­.1­_1­1 ------ a2m ------ __ _ ---- - - -- ___ _____ __ . ....... ____ ---- __ -------- � ... _ ____ � ----- ---- - - --,-- - --,-,--, ___ , 1-1-1- -1 I— ­­ I - -11 - ­_­ -1 11­11 � --- 1- I ­­111 -1-1111- -­ ­11- 11.1 - _­­ I 11 - ­111 111111-1 1111-1 _1­1 � I � I LOW POINT ELEV = 8160.22 � �' - 0 A.D. = 10.0 � i I 1 i �0 00 I - - - ­ - - - m M � P\/1 STA �4 � i PVI ELEV I 0+49.90 L 8166 48 PVI STA =! I 1+48.98 I 1 i LOW POINT STA = 2+57�49 i 1 __ � - ,­ - _ ­ -, K = 8,40 ­ ! 1 I ! .. Q�4 i .. I : �i - - - - I Li ­_ - - . ­, __ _* - ___ z 0 I 1 � A.D. 9 1 ' 2.67 PVi ELEV - 7 L 8165.49 1 P\/I STA = 2+78J6 Pill ELEV = 8157.74 -- ­_­ � __ - - __ _ - "I ­_ __ 1 __ - - __ - ______� I I i � I �, �, , q 4 0 , Oc6 In� __ -- - +_ 0 �U� _ -_ � - >� W, -,- Li _____ z 0 �__ - ­84,9' VC - 11 - - __ - _ - i K = 1 il 1. 24 � A.D. = 1-5.00 " - _ , � - , _ - __ , ­ - - - - __ - ,, __ , - - ,-- - - - _��m --- " - -- --- - - - k.15. = 1 7 _ __ , , -_ � I -1 ­ I -_ - - ­_ ­ --- -_ - - - - -_ I - --- 1­ ,O -1- ­ ­1 ­ - _I � + , ,noo - -_ - - ­ - � __ - - -� -_ - � p__ C) Ld 1 i 8190 ! - I�U.Q : � I � V(; EXISTR -_ . r _,_ -- - � " __�_ 40.0' G_ GRADE -, ' __1 __ � �+'Ocy - - I VC ------7 _ -, I K = 6, Sq - 8i9E, , 124.0' VC 1 - R_ - ,� 1�� 4 . 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N co . r . .­­,__� nm fj� � . � ___1 0+00 0+50 1+00 1+50 2� 2+.50 3+00 3-50 4+00 4+50 rl � "I "�, � - �� S­ 6,50 � 5+5" 7+00 7�50 +OO a+ so 9+00 9+50 10+00 Xr-WEVVED BY Tunnel and Mountain Services Road, 04-03-2007 H=30 V=15 \ A, '/k _/ AUG 2 7 2007 - \1 __1"-,,,_�1_ / \�__�All,� "���___'� '__________11' I L --------------------j SAFEbuilt Colorado __________________j I � SCALE: 1 " = 20' RE CONDOMINIUM H r r i r NORTH WING r SEE GRADING DETAILS FOR J � �' t J TYPICAL ROADWAY SECTIONS' t AND ADDITIONAL PAVING NOTES. < 66 / l Y j — A \ ALSO SEE LANDSCAPE PLANS.4 RIVA RIDGE f � FOR ALL SITE CONCRETE COLOR, CHALETS {SOU } Q f 509"/ � \ TEXTURE AND FINISH AND > ;t - Q ST ADDITIONAL DETAILS AND NOTES. t � 2 QQ J 68 68 Q� LODGE AT VAIL oo \ A \ \ \ \ X \ X X X L e4 f 17.5' 'rte `y „ `". ` r .':_.✓ � 6 � ,; , .. � w_r^ `�'• 4� ; - e ' : •_ f� d ! l f / \ � -,-'' �' > �' '}- s � s \.` .� � ',�. � - 'a- -s �° , < .+ .. -:. .;,. t � } � .. °Y. +�'. r .r " .a; .� s f f � � f f f nq° s � �- 3 f,y . u.. f f \ $°+ `'^.. °+. �`,�„ "" . ,. ;._! �, � Y ` ,.., r' �\ � »s � y, � e.. 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Te r" s z r ,.`. a r °" `I ° `•x .: fe r` � .. r -_ -'� SOUTH TH WIN G \\ I -� LODGE SOUTH CONDOMINIUM - ------— * ----------- ------ -.:... -- ... `—�,,, �.. � — —.,_ — � � -� j � � t, � � �� (I '� C'✓ < rr, f arr I S, OWNER/ DEVELOPER '`+g, "„� i.w d � � � t ).J .. .. ;.., n ✓ r sr' r e �, r';. � .�µ>� \ 4� \�� '" *`x f i. — VAIL RESORTS HIGH POINT ELEV = 8177.45 HIGH POINT STA 0 +87.50 SEE LANDSCAPE PLANS FOR = DEVELOPMENT PVI STA 0 +93.61 HARDSCAPE DESIGNATION COMPANY PVI ELEV 8179.44 = AVON, COLORCOLORADO = A.D. = —13.36 8200 K = 9.00 120.2' vc PVI STA = 2 +70.16 PVI STA = 0 +98.50 ARCIIITFICT PRIM. "ORD PVI ELEV = 8166.45 _ o A.D. = 4.86 PVI A EL EV 5.70 9.02 42 140 � co N N K = 11.53 l'-0 56.0' Vc K = 15.00 ARCHITECTURE + + � -- 85.5' VC Formerly, Urban Design Group, Ine.JDmvcr 00 Denver, Colorado 6J f > W 00 MONROE & WELL ENGINEERS, INC 00 STRUCTURAL MATCH W �W + C0 cL� N AVON,COLORADO EXISTING N 00 oo CO 8180 U) W Q ABS CONSULTANTS, INC > N N MEP EN , COLORADO A DO DENVER, COLORA ` m m 0 j d 1� LANDSCAPE ARCHITECT 6,00% r " " _ U > + <- BARTI HOWERTON EXISTING > 8190 m AVON,COLORADO PROP _ ~` - GRADE W RADE C) C) CIVIL EN ALPINE ENGINEERING, INC. 1 �'` MATCH '�' O W LLLJ VAIL, COLORADO EXISTING PROPSED LAND SURVEYOR MATCH GRADE 9r .. EXI��ADE TING PEAK � CONSULTANT, L zNC — 2.50%; EXISTING ---.. G _ $180 . _._.. —3.00 8160 8170 DA77.TM ELEV EzEV 8150. IlA??7�11' ¢ 8185.00 co co d r7 a �r co cv ca r� a o N ,r ( N , oo REVISION; DATE: co '� � � � r- � o � � � � `� � "' � N � � �'� o a' LO 01 01.2 CONSTRUCTION w co op oa op 00 o� �p u0 00 a5 00 � 00 � CO 00 r — 00 00 00 3 04.03.06 ! BLDG DEPT RESP J o +aa 1 +00 2 +00 3 +00 4 +00 0 +00 1 +00 FINAL CONST. ZL 05.15.06 BLDG DEPT RESP / VAIL ROAD PROPOSED CENTERLINE PROFILE H -20 V =1 FOREST ROAD PROPOSED CENTERLINE PROFILE H -20 V --10 FINAL C O NST. -- 04.27.07 ASI -5013 FINAL GRADING 2 +50 8172 8172 1+ 8168 - 8168 8180 8180 8180 I- -- — — — 8180 8164 _ - 8164 8176 N - 8176 co cd 8176 - 8176 0 c I�6 00 0 co 8164 8164 1 +00 - - -- 8172 h -� 8172 �7 2 +00 CR�E � x DRIV j � co I 8160 r 8160 8184 8184 O I° l � z GORE „ f1i I i 0 8176 1 8176 ` `° ti �r m w VAS m ! ^ 0 + �' 0 8180 8180 8172 8172 3+50 �►. <3 8176 8176 �} } C1 m_ h 8168 8168 8164 _ $t64 0 of / 8176 M � 8176 n te h R r6 W 00 { - -j W 0o W 4 4 0 + �c�i 0 !R !D 03 00 co to 0+ 0 +00 Q Q 1+50 3 +00 8188 - f - 8188 Van's Frost Door 8176 8176 8180 - - 8180 8172 — -- 8172 - 8184 - 1 8184 SITE 8172 I __,_�_ J - ®_ _- ___ .. 8172 8176 _ _ _._ f �. �_ 8176 8168 8168_- / 8180 8180 8168 _ _ .____ ___ �._� _ N 8168 8172 8172 8164 - -_ __ ____. _. _ _ 8164 M N W Y FOREST AND GO CQ d N d h h h h LO h tD ([) OD f0 CO co 0� 0a - 00 co 00 00 Q Q Q Q AUG 2 7 Z007 VAIL ROAD PLAN AND «S FEbuilt Colorado PROFILE Will SOUTH WING LODGE SOUTH CONDOMINIUM M Fe --------------------------------------------- ------------------------ MINN ------- ------ ft-oftow7i-L --- --------- OVA al p—.m M IS mommommo—z-= l am "M - wl - - .. ... .r!_ rii.i:...,.r,...�� iii l ��t � � �w . # ,. .; -;. "° � 11 �� �+ '� �� "'r� � Q acma ♦ .,�� �� --' ` •� ,t. `�� R p,,;. i,� -"'..- .` �� O � „ YI � _ –_ -• t. � � " , \ e'e �� / .� 4+y' s t �"' e, « � :.aM;:• -,.... m - , ; � a �►- \ � �� �► -- 1 � I .� ! I y i 8 f � _a � � .. , °` \ � .\ iS ° `� -�� - r. - ,-.Ji` �® ,; AN! - ----- I A W% =I m ' ��t ! �-`� w�/ !` �. a ., \ ' €�S,i'r.s .Sa,a .�.ra"" nt � . � /! A ° !h a �, ' ' ��i{ , � � I 4 ' � � � _....g� 1 ��;.���, ���'.�� `�i�.l.r►� ��:. i. r � . , � Im I %0—h �"' i`^`�"� � ' `+U'q i ,, ,` '.►�� '�1r�;, .�a���� � � \e�� :11`5,. �1�. i wo �m 819( 8181 8171 AinviZA7 asaoo *NE VAIL PLACE HILL BUILDING OLDEN PEAK HOUSE LOT Cl ........... - ----------- 41 w 7 C1 �I SCALE: 1" = 20' n I V TZ 2.3 0 SCALE: 1 $1 = 10 CONTOUR INTERVAL = 2 N TO , 1 , k4tC H E X I S GRADES 4 I EXISTING LEGEND and details for El , — EG EG EXISTING GAS LINE EE EE — LF --CE EXISTING ELECTRIC LINE EVA-RP—EVA-RP— EVA-RP '_R VA-RP— EVA--P;— EXISTING SKI RACE COMMUNICATIONS EVA--FH EXISTING RESORT COMMUNICATIONS O EXISTING RESORT FIBER OPTIC LINE EQ­ — EcA c-A cgw — ­00 EXISTING QWEST PHONE LINE 2002 EQW EQW — EOW EOW — EXISTING QWEST PHONE LINE EN ETV E TV EN — Erq— EN — EXISTING CABLE TELEVISION LINE EXISTING CABLE TELEVISION NOTES: 4.5 PROPOSED TOV STREET LIGHT PROPOSED CC 1" WATER SERVICE METER IN BLDG. ,-- UTILITY VAULT ,. } ND TRENCH Note See drainage details for weephole information at inlets Suitable compacted subgrade 4' N. r. CONNECI_q-e T OV V V I IL-1 I I SPLICE V AULT P ROFILE 3D „ $$\/ W 1 1 TOV I )1 14 0A C I UTILITY VAULT PROPOSED TOV SNOWMELT MAIN LINES 'NOTES: PROPOSED ROADWAY SECTION AN D gETA1 LS TO COM PLY , TOWN OF VAIL `-, STREETSCA E, 1" Poly sleeves to light poles, Irrigation line(s) may run in sand if required. as required side of vault). N. I E 3 I TOV 444! UTILITY SPLICE VAULT See plans and 0 hardscape details for pavement sections. zt \ 1 " z"T �rvz- z _3N N X, Az q" 4 --* A Compacted N A4,z- Y� Vf- Class 6 ABC A �? Y" Y/ PVC Conduits, 4-4" and 6-2". Re: Streetlight electric plan for the A number of 2" required for 2 _ streetscape power and lighting ALSO SEE SHALLOW 2 Min �x UTILITIES DETAILS SHEET FOR CARLON Manufactured ADDITIONAL DETAILS Chair Spacers or AND NOTES Approved Equivalent Clear Each Side N. 24)2 Minimum C TOV UTILITY CONDUIT - JOINT TRENCH See plans and details for curb types and Roadway width varies, see plans and details dimensions Welded wire fabric 8" concrete with 6 X 6 W1.4 X W1.4 Snowmelt Wirsbo tubing 2" above bottom tubing (typ) of proposed slab 4 A. 4, A A 00 Snowmelt mains (tip). Snowmelt mains are to sweep around utility vaults, they do not pass through the TOV vaults. CL l . 0 0 0 :3 E (n MPIJ AR E _C Lj_ 0 0 Flowable Fill LO Existing Ground See plans and details for typical sections and locations of snowmelted paver sidewalks. I _ " . N see `� 3" coml5acted class 7 L, F. ( soils engineers RE IREME TS .\ 6 base course NOTES: CONCRETE SPECIFICATIONS; 4000 PSI, 564 LBS/CY, WATER CONTENT LESS THAN 0.45, AIR CONTENT = 6% ± 1j7, 3/4" AGGREGRATE, 06-07-07 kA�commendatjons) Suitable compacted subgrade 1.5 LBS/CY FIBERMESH ADDITIVE. SEE LANDSCAPE PLANS FOR COLOR AND 1 ­ 15 R C P N. T. S. (see soils engineers recommendations) SURFACE FINISH REQUIREMENTS. Z 00 RIM — 81�4,4 D SNOWMELT CONCRETE - ROADWAY SECTION INV 60.4 CONCRETE UNIT NOTES: V P POSED TOV 1. REFERENCE SPECIFICATIONS FOR MANUFACTURER, STYL AND PAVERS COLOR. TRHT LIGHT CONCRETE -Y4" BEDDING SAND 2. CONTRACTOR SHALL FIELD VERIFY PAVEMENT CONDITIONS AND UNIT PAVERS PATTERN LAYOUT WITH OWNER'S REPRESENTATIVE PRIOR TO COMPACTED 1 Y4 CONSTRUCTION. CEMENT/SAND MIX 3. CONCRETE UNIT PAVERS SHALL BE LAID FROM EDGES IN z WIRE MESH, HALVES OR WHOLES. NO PAVERS LESS THAN 50% OF MANUFACTURED SIZE WILL BE ACCEPTABLE UNLESS AS SNOWMELT RE- MECHANICAL TUBING TYP., APPROVED BY OWNER'S REPRESENTATIVE. / MANUFACTURED FINISH GRADE OF CONCRETE UNIT PAVERS SHALL MATCH EXISTING GRADE AT BUILDINGS AND SURROUNDING AREAS ATTACH TO WIRE MESH. WIRE UNLESS OTHERWISE NOTED. A! A, CONCRETE MESH SHALL BE FASTENED UNIT PAVERS 5. FINISH ELEVATIONS OF PAVERS SHALL NOT DeAATE MORE TO ASPHALT PAVEMENT THAN TI G SURFACE RE: MECHANICAL 6. CONTRACTOR SHALL PLACE AND PRECOMPACT CEMENT Z TREATED SAND A MIN. OF Y47 OVER TOP OF SNOWMELT TUBING. AD 7. CONTRACTOR SHALL SWEEP SAND INTO JOINTS IN t �� ` > > ___ ° ! __ '� � / ASPHALT ACCORDANCE WITH SPECIFICATIONS AND AS DIRECTED BY OWNER'S REPRESENTATIVE ` / �_� /, 8. CONTRACTOR SHALL ROLL PAVER PAVEMENT WITH RUBBER TIRE ROLLER AS DIRECTED BY OWNER'S REPRESENTATIVE 9. SAND CEMENT MIX SHALL BE MIXED AT A 10:1 RATIO. T Jf E 7 AY E and F SNOWMELT PAVERS OVER ASPHAL - ROADWAY SECTION 7 7 N.T.S. --ft-041 **ft-0001 ' s ...... !0 11111aiII111 PROPOSED LEGEND ALSO SEE TH F ND CA FOR TYPES OF ROADS, WALKS, WALLS ETC. ESM — ESM — ESA ESm ESM ESj EXISTING SNOWMAKING LINES _PG PG— PG— PG PG— PROPOSED GAS LINE PSM — PSM — PSM PSM PROPOSED SNOWMAKING LINE —(D— ES—ES— E-5— ES—FS—M— EXISTING SANITARY SEWER PE PE P PE mama= FIE umoxam PROPOSED ELECTRIC PS — PS — PS PS PROPOSED SEWER EW EW E EW EW OVV EXISTING WATER MAIN PVA—RP PVA—Wwww=w PVA—PP ===am PVA—RP PROPOSED RESORT RACE PHONE P Pw P PW-.--43w-% PROPOSED WATER mawso PYA—PH—mmaw M—PHwoomma P PVC —Ply EE EXISTING STORM STRUCTURE PROPOSED RESORT PHONE LINE W091 a 8 ME 1A F111 PROPOSED STORM PIPING/MH + P"—M — PVA—M — PVA—FO — P"—FO — 8167.86 EXISTING SPOT ELEVATION PROPOSED RESORT FIBER OPTIC LINE 8185.11 + PROPOSED SPOT ELEVATION EXISTING CONTOURS PQW — PQ POW POW PROPOSED QWEST PHONE LINE 170— PROPOSED CONTOURS EXISTING AND PROPOSED PTV PTV PT PTV PROPOSED COMCAST CATV LINE PROPOSED CURB AND GUTTER BUILDING FOOTPRINT PROPOSED ELEC. SPLICE VAULT =MAN= in === a a mmmoiffma PROPOSED TO BY TRANSFORM ER/SWITCH GEAR UTILITY TRENC A ---- TEMPORARY ELECTRIC SERVICE PROPOSED JOI T TIIL ftq 3 _U t--,)/-UU al UVU ri an cowers, i UIII upp UNISTRUT shall be installed with the TOV utility trench vaults. Gussets on the A-1361 extend to within 2Y2" of the 1" Rocket rim elevation. Coordinate trimming of the gussets with insert pulling for (typ. D&L Supply, to accommodate the 80mm mall pavers. each wall) 000 O 8Y2" high D&L 6 A-1361 frame and "Vail" logo lid. 2 —2"xlZ Blackouts (typ, each wall). Seal 0 around 1" conduits 37" dia. Q') with foam sealant. grade rings (Z� 00 0 as needed Provide Amcor r "Term—A—Ducts' j 0 equal, for the conduit penetrations (typ, each 2'-6" dia. access hole • • OWNER/DEVELDPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO AIRCI TITFP:r 42140 ARCHITECTURE F ormerly , U rban Design Group nr- enver Denver, Colorado STRUCTURAL ENGINEER MONIROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART I HowErroN AVON, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAII,COLORADO REVISION: - DATE: 01 01.20.06 CONSTRUC11ON 02 02.28.06 ADDENDUM 11 ZE -04 . 03 . 06 BLDG DEPT RESP FINAL CONST. A 05.15.06 BLDG DEPT RESP FINAL CONST. 04.27.07 ASI­-5013 FINAL GRADING 07.31.07 BLDG DEPT RESP FINAL GRADING Gp gB CV,BEK DRIV 0 L th �j� �ir�'2 Vafl's Front Door - SITE 30" DIA. TYPICAL PAVEMENIT_j ♦ I I'& ccf­n,&ki ccc ot—itic n Lr) LP C ti C) ry o co NT 0 0 ol 0) 0 F-- IMIN'lt 110 - - - - - - - - - - -- U.S. F. S. m 0 GORE all A A ►�ili� ,, 1. • Mold i _. _ �� !�� tT, ��' � . __ _ lip t ® ! � _ � � ___ ( L � ' / 4 0 War- 0 w a :ice `` ``.4 '`"„ --�... . ` � = =� ��� ;, _ • • • •� \` is ♦ t ! � !�! • ♦ i' iffir it a m- 0-MM-0-0 FOR �'►•l�i1= i'��... i� • ��! •. /rel .� ~_ \��� -tea ! # • ! � • � • �► ! • "� �►`� ��� `J M► . / ! I ij `• CK���� ��l /. s ���! ! � %�\ _,,,= ! • '��''t���l� m `�,., A UUMMMO oe oe G URU RK DRIVE Q ' d — IS 7 6 SITE C36,0 SCALE: I" = 30' 0 LODGE AT VAIL NORTH WING RIVA RIDGE NORTH , 1 • 1 X#Nllll#2jRlL- WILLOWS PLACE • 907—TIM RIVA RIDGE SOUTH SPEED LIMIT 15 VAIL �� ROAD I a E#lr zi *It FMAPANO-F-Tru •oM 1-F U El LODGE AT VAIL k EO • IV ;-zl x- 61q�l k Mum* �� '� fir ._,. = �= �-+�� � � * �� h I BM! ME =1 ONE VAIL PLACE F.1 a to] N 2 !:1123 Zi 114 � Z MOUNTAIF SERVICES ROAD PROPOSED SIGNAGE FOR VAIL ROAD, FOREST ROAD, WILLOW ROAD, GORE CREEK DRIVE, THE TUNNEL, LOADING DOCK, MOUNTAIN SERVICES ROADS, ONE VAIL PLACE ACCESS AND THE CHALETS DRIVEWAY IS TO BE STUDIED AND RESOLVED PRIOR TO FINAL CONSTRUCTION SEQUENCING. ALL REGULATORY SIGNAGE AND SIGNAGE INSTALLATION TO CONFORM TO THE CDOT MANUAL FOR UNIFORM TRAFFIC DEVICES. x W�W 4*11�OP Alilk OF BRIDGE STREET LODGE ff.lim C11LB SITE C37• 0 SCALE: 1" = 30' s M OUNT AIN ` #Ai • i LOADING DO ACCESS �P 0 . O , D 0 loft TWO w . y 0 [ 63 ] 741- 0 1, WE I OVA • 1110 r. GRAPHIC SCALE 20 0 10 20 40 So ( IN FEET ) 1 inch = 20 ft. PROPOSED \ \\ \ \ DEL! Y AG AND 1 VAIL PLACE ACCESS \ \ \\ \l CROSSING SIGHT DISTANCE 239' SIGHT DISTANCE (TRUCK) • Eq. 3--2) ♦ ( CAR ) 8184 8180 8176 8172 8168 CHALETS DRI VE 8184 8180 8176 8172 8168 HORIZONTAL 1"=20' VERTICAL 1 " =5' STOPPING SIGHT DISTANCE 0 +00 FIRM 8180 8176 8172 8168 189' SIGHT DISTANCE 1+00 mirere HORIZONTAL 1"=20' VERTICAL 1"=5' ►� ► ►� a :T�l� � ' ! i ! �I Information and methods taken from: A Policy on Geometric Design of Highways and Streets, Fourth Edition American Association of State Highway and Transportation Officials, 2001. Eq. 3--2) d = 1.47Vt N - ----._ d = truck crossing sight distance V = design speed (15 mph) t -= time gap for minor to enter major road (10.5 +0.3 sec) 3. with adustment for grade of major road Solution: 5 ' Round to a minimum sight distance of 238' for design. MINIMUM REQUIRED CAR CROSSING SIGHT DISTANCE CALCULATION Information and methods taken from: A Policy on Geometric Design of Highways and Streets, Fourth Edition American Association of State Highway and Transportation Officials, 2001. Eq. 3--2) d = 1.47Vt d = truck crossing sight distance V = design speed (15 mph) t = time gap for minor to enter major road (6.5 +0.3 sec) with adustment for grade of major road- Solution: d = 149.94 feet Round to a minimum sight distance of 150' for design. 189' SIGHT DISTANCE 1+00 mirere HORIZONTAL 1"=20' VERTICAL 1"=5' ►� ► ►� a :T�l� � ' ! i ! �I Information and methods taken from: A Policy on Geometric Design of Highways and Streets, Fourth Edition American Association of State Highway and Transportation Officials, 2001. Eq. 3--2) d = 1.47Vt d = truck crossing sight distance V = design speed (15 mph) t -= time gap for minor to enter major road (10.5 +0.3 sec) with adustment for grade of major road Solution: d = 238,14 feet Round to a minimum sight distance of 238' for design. MINIMUM REQUIRED CAR CROSSING SIGHT DISTANCE CALCULATION Information and methods taken from: A Policy on Geometric Design of Highways and Streets, Fourth Edition American Association of State Highway and Transportation Officials, 2001. Eq. 3--2) d = 1.47Vt d = truck crossing sight distance V = design speed (15 mph) t = time gap for minor to enter major road (6.5 +0.3 sec) with adustment for grade of major road- Solution: d = 149.94 feet Round to a minimum sight distance of 150' for design. Information and methods taken from: A Policy on Geometric Design of Highways and Streets, Fourth Edition American Association of State Highway and Transportation Officials, 2001. Eq. 3-2) d = 1.47Vt + 1.075 V 2 /a d = stopping sight distance (wet pavements) V = design speed (15 mph) a = deceleration rate (11.2 ft /sec) w/ grade adustment t = brake reaction time (2.5 sec) Solution: d = 76.72 feet Round up to a minimum sight distance of 77' for design. • • w V� a OWNER/DEVELOPER VAIL RESORTS I DEVELOPMENT COMPANY AVON, COLORADO " 4 ' t ARCHITECT OF RECORD 42 140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO I MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITEC.°I' HARWHOWERTON NEW YORK, NEW YORK i CIVIL ENGINEER ALPINE ENGINEERING, INC. EDWARDS, COLORADO LAND SURVEYOR s PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 84259.1 ISSUE ISSUE ISSUE NO. DATE DESCRIPTION 01 01.20.06 CONSTRUCTION ISSUE FOR CONSTRUCTION 3 04 03.06 BLDG DEPT RESP J FINAL CONST. 4 05.15.06 BLDG DEPT R ESP f FINAL CONST. -- 04.27.07 ASI -SO13 FINAL GRADING GORE CREW RIVE } L wo C38oO SCALE: 1" = 20' CHALETS, ONE VAiL PLACE DRIVEWAY AND MOUNTAIN SERVICES ROAD, TURNING MOVEMENTS TO VAIL ROAD WITH STOP CONTROL ON BOTH ACCESS ROADS Chalets Driveway: Trucks, exit left or right. Cars, exit left or right. Loading Dock Access Road: Trucks, exit left. Trucks, exit right. Cars, exit left. Cars, exit right. * Vehicle does not need to merge into westbound traffic as two way traffic on Vail Road begins at the Mountain Services /Loading Dock Access Road. Only a crossing maneuver (thru eastbound traffic only) is required with no merging gap /decision time required for the merging maneuver. J • • is lc/� I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCI-11 or RECORD 42140 ARCHITECTURE Formerly, Urban Design Group, 1-c./Denver Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO AMP ENGINEE ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT 14ART I HOWERTON AVON, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 84259.1 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION - 11.07.05 TOV SUBMITTAL 3 04.03.06 BLDG DEPT RESP FINAL CONST. 05.15.06 BLDG DEPT RESP FINAL CONST. 104.27.07 ASI-SO13 I FINAL GRADING 0 0 L D VaWs Front Door am LOADING DOCK GRADESAND PROFILE �E SCALE: 1" = 10' - T q 111NO ENTRY - SOUTH TOWER TRASH TRUCK w 64 85 66 67 88 69 70 71 72 73 74 75 76 COMP. CONP. 1 62 63 64 65 66 67 68 69 70 71 4, WB-50 feet Tractor Width 8.00 Tractor Width 8.00 Lock to Lock Time 6.00 Steering Angle 17.70 Trailer Width 8.50 Steering Angle 17.70 78 Tractor Track 8.00 Articulating Angle OOMP. 82 83 8 85 86 876 W 89 90 91 62 Trailer Track L pt 92 93 94 95 a ic ENTRY - WB-50 BX-1 1 #4 B A Y k" W c0i 31 :WE WB--40 12x57' 85 comp. 84 91 92 93 94 95 87 88 89 90 1 wMp. i M 12X47 Loading 5 57 58 9 60 i 61 COMP I 62 63 64 camp 65 158 67 Loading 69 1 70 71 iwi- i,i, 85 W Z WB-50 WB-50 12x57' 92 93 q'i, 95 3 Loading 4 jM 5 71 71 78 82 83 84 ''; 85 86 87 p 89 90 91 92 :1 93 94 95 IT 57 ding' NB -40 48-40 7.50 33.00 3.00 25.50 0 0.00 0 1 N 'f f 3.00 12.50 10 WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.00 B A Y ENTRY - WB-40, B-CIL 1 #2 14 12 4.00 21.38 BFI-ROLL-ON feet Width 8.50 Track 8.50 Lock to Lock Time 6.00 Steering Angle 31.60 B A Y #1 ENTRY EXIT T R AS H TRUCK, rr f f f Co 2 ! + e 5 i 16 17 18 1 19 20 2.3 2+ 1 26 1 27 6 7 8 10 H 11 2 13 14 15 21 -- j om p 31 32 H 33 34 1 35 1 36 c03 38 39 40 t 41 �Cwp- 42 i t 43 44 45 1 446 j 47 a x 49 50 § a 51 52 53 54 • comp. COMP. 561 57 58 9 > 60 61 62 63 84 65 66 67 68 69 70 71 72 73 74 1 75 78 . ... ...... camp COMP. 76 1 7 M 83 i 84 9 5 86 87� 88 89 i 90 j 91 92 j 93 94 1 95 32.00 2.06 21.00 BFI-FRONT feet Width : 8.33 2 Track - 8.33 Lock to Lock Time 6.00 Steering Angle 37.30 C31 1 [3 H WB-40 i NU-40 J , 12x57' rlr i j Loading Loadin 2 "WB-50 3 WB-50 sill2x!57' f 7,- Loa ding,? S 1. 4 ` 1 5 12X47' Loading' 6 7 # 9 t. E "N7T -Xi - SOUTH TOWER TRASH TRUCK 14 13 12 10 comp. 65 66 67 88 �i 69 • 71 1 72 723 74 75 76 ♦ ♦ 12x Loodin dinq` WB-50 21 ""Now L WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.00 B A Y EXIT - WB-40 B-f-1 1 #2 12.50 COMP. CONP. 1 62 63 64 65 66 67 68 69 70 71 4, WB-50 feet Tractor Width 8.00 Tractor Width 8.00 Lock to Lock Time 6.00 Steering Angle 17.70 Trailer Width 8.50 Steering Angle 17.70 78 Tractor Track 8.00 Articulating Angle 70.00 62 Trailer Track 8.50 ic ENTRY - WB-50 BX-1 1 #4 B A Y 7.50 42.50 3.00 12.50 WB- 50 feet j Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.50 B A Y 1 EXIT - WB-50 B-L-V 1 #4 • tp W AA f - '11 2X47' Loading 2 3 J COMP. CONP. 1 62 63 64 65 66 67 68 69 70 71 72 73 7+ 76 76 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track _ Articulating Angle 70.00 78 8.50 COMP. coup. 82 113 84 85 86 87 sa as 90 r'0 61 62 63 iE 11 g" comp 65 66 67 68 H 69 70 71 72 73 7+ 75 76 ic U k" W c0i 31 82 83 85 comp. 84 91 92 93 94 95 87 88 89 90 1 wMp. i M 5 57 58 9 60 i 61 COMP I 62 63 64 camp 65 158 67 68 69 1 70 71 iwi- i,i, 85 W 87 88 89 90 91 92 93 q'i, 95 7.50 42.50 3.00 12.50 WB- 50 feet j Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.50 B A Y 1 EXIT - WB-50 B-L-V 1 #4 • tp W AA f - '11 2X47' Loading 2 3 J ♦ COMP. CONP. 1 62 63 64 65 66 67 68 69 70 71 72 73 7+ 76 76 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track _ Articulating Angle 70.00 78 8.50 COMP. coup. 82 113 84 85 86 87 sa as 90 91 92 93 9+ 95 ♦ 14 U 11 1 wMp. i 5 57 58 9 60 i 61 COMP I 62 63 64 camp 65 158 67 68 69 1 70 71 72 73 74 75 70 85 W 87 88 89 90 91 92 93 q'i, 95 AS 78 82 83 84 ''; 85 86 87 p 89 90 91 92 :1 93 94 95 IT 57 ding' NB -40 48-40 12X47' 6 mil. 7 LJ Loading' 2 VA3-50 3 J, 2 Loa 5 6 �1 j f J �! 1 �s�i:� 2 7.50 42.50 ♦ 14 12 3.00 12.50 WB-40 feet Tractor Width : 8.00 Lock to Lock Time 6.00 Trailer Width : 8.00 Steering Angle 20.30 Tractor Track : 8.00 Articulating Angle 70.00 Trailer Track : 8.00 B AY ENTRY - WB-40 B-1-1 1 #3 62 6+ OOMPI COMP. Be 60 61 63 65 86 67 r 68 69 z 70 j 71 72 73 i 74 1 75 1 76 . .. ..... . " -- - --- ----- ' OWN COMP. 77 85 81 82 83 i 8+ 88 87 88 89 90 91 92 11 93 94 95 CI Q 2 3 7.50 33.00 3.00 25.50 0 0.00 0 IUD -- I U D 3.00 12.50 WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.00 A r'i, BA #3 MUT -)'�VBD 4U I ♦ ♦ ♦ ♦ • r� • d i Z /I SCA A CIALE: 1`30' 7.50 COMP. CONP. 1 62 63 64 65 66 67 68 69 70 71 72 73 7+ 76 76 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track ♦ Articulating Angle 70.00 78 8.50 COMP. coup. 82 113 84 85 86 87 sa as 90 91 92 93 9+ 95 ♦ 14 U 11 1 wMp. i 83 85 W 87 88 89 90 91 92 93 q'i, 95 AS 57 ding' _____� 6 mil. 14 12 3.00 12.50 WB-40 feet Tractor Width : 8.00 Lock to Lock Time 6.00 Trailer Width : 8.00 Steering Angle 20.30 Tractor Track : 8.00 Articulating Angle 70.00 Trailer Track : 8.00 B AY ENTRY - WB-40 B-1-1 1 #3 62 6+ OOMPI COMP. Be 60 61 63 65 86 67 r 68 69 z 70 j 71 72 73 i 74 1 75 1 76 . .. ..... . " -- - --- ----- ' OWN COMP. 77 85 81 82 83 i 8+ 88 87 88 89 90 91 92 11 93 94 95 CI Q 2 3 7.50 33.00 3.00 25.50 0 0.00 0 IUD -- I U D 3.00 12.50 WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.00 A r'i, BA #3 MUT -)'�VBD 4U I ♦ ♦ ♦ ♦ • r� • d i Z /I SCA A CIALE: 1`30' 7.50 3.00 12.50 WB-50 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.50 ♦ 11 1 wMp. i 83 85 W 87 88 89 90 91 92 93 q'i, 95 AS 57 ding' _____� 6 mil. 7 LJ �1 j f J �! 1 �s�i:� 3.00 12.50 WB-50 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.50 J 13 12 10 BA ENTRY - WB-50 WA. 1 #5 41 12.50 WB-50 feet < Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.50 'VT E-ZNAT - WB-50, BAY #5 7.50 33.00 1 13 �M♦ OOMP. COMP. +` 2 78 79 so 91 82 91 92 93 94 83 84 85 86 87 88 89 90 95 ANS-50 W8-40 *B -40 12x57' Mr - -12X47- Loading % Loading, 2 VWMB-50 3 2 f , l 4 40 p t 5 l'12X47' Loodin%,' 7 8 2 7.50 42.50 3 7 r 3.00 35.50 0 0.00 3.00 12.50 WB-50 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.50 10 A X7 ENTRY - WB-50� BI-I 1 #6 t 0//WB-40 9 comp 60 61 62 i' 83 64 COMP. 65 66 i,'I 67 68 69 70 71 72 i 73 74 75 ± 76 T 2 WB-50 wB -50 1241 , � Cow 78 79 so 81 112 83 COMP. 84 85 86 i 87 as i 89 go 91 . ........ 92 93 94 95 �"Oomp., ++ rt `�f + 1 Iwo 2 4 5 6 7 9 10 1100 2 13 14 15 16 17 18 19 20 21 24- 2f 23 • 26 27 dEb iJ ........... • io agar - \r� � WO _,�`� �� COMP. COMP. 211 31 32 33 34 35 36 37 38 39 40 41 = 42 43 44 4,5 48 47 48 49 50 51 52 53 54 _42-5% • 13 �M♦ OOMP. COMP. +` 2 78 79 so 91 82 91 92 93 94 83 84 85 86 87 88 89 90 95 ANS-50 W8-40 *B -40 12x57' Mr - -12X47- Loading % Loading, 2 VWMB-50 3 2 f , l 4 40 p t 5 l'12X47' Loodin%,' 7 8 2 7.50 42.50 3 7 r 3.00 35.50 0 0.00 3.00 12.50 WB-50 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.50 10 A X7 ENTRY - WB-50� BI-I 1 #6 t 0//WB-40 9 comp 60 61 62 i' 83 64 COMP. 65 66 i,'I 67 68 69 70 71 72 i 73 74 75 ± 76 T 2 WB-50 wB -50 1241 , � Cow 78 79 so 81 112 83 COMP. 84 85 86 i 87 as i 89 go 91 . ........ 92 93 94 95 ++ rt `�f + • io agar - \r� � WO _,�`� �� � M oil I,w, - I -P,-W�� fkvA W 2 po 35.50 0 �-0.00 U(D U(D ail �� 50 I IWEI WB-40��,,' -40 12x57' j WB 12)(47 Loading' Loading 2 3 50 ws- 57 di 4 -40 12X47' 5 J Loading' 7 8 s l s 14 U, 3.00 12.50 WB-50 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.50 Steering Angle 17.70 N7 Tractor Track 8.00 Articulating Angle 70.00 ETrai Track "V A XT - WB-50 B-L-1 1 # 8.50 6 10 3.00 12-50 WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.00 ENTRY - WB-40 B AV #7 1.1 JL -- -- -- -- , I a a h • i a ' a � .3 ' ` '+ 0//WB-40 f 12x5r "if Loading' 2 WB-50 wB -50 1241 , � Loading� „ -_ .. �....... _. .. an axaaw�,x::a-v:ae °. _ ....._._...... �.. .. .. .. . '��.. � ++ rt `�f + • io agar - \r� � WO _,�`� �� � M oil I,w, - I -P,-W�� fkvA W 6� 3.00 12-50 WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.00 ENTRY - WB-40 B AV #7 1.1 JL -- -- -- -- , I a a h • i a ' a � .3 ' ` '+ 0//WB-40 f 12x5r "if Loading' 2 WB-50 wB -50 1241 , Loading� ww 3 25.50 MM��� 14 10 3.00 12.50 WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 Trailer Track 8.00 ENTRY - WB-40, BAY #8 \k -- --- -- 10 12 - d d - ! VI VA V+ wo 6 1 WB-40 12x57• - 2x5 1 2x47' Loodinq Loading!' I 2 WB-50 WB-50 3 6 7 2 / 3 I M*-.OI , �A MA 7.50 33.00 14 13 100 25.50 12 0.00 3.00 12.50 WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 EXIT - WB-40 BAY #8 Trailer Track 8.00 1 0 10 WB-40 feet Tractor Width : 8.00 Lock to Lock Time 6.00 Trailer Width : 8.00 Steering Angle 20.30 Tractor Track : 8.00 Articulating Angle 70.00 Trailer Track : 8.00 EXIT - WB-40 B A- - #7 32.33 SCALE: 1"-30' ws-40 "12X47' Loading Loading' 2 t' WB-50 ii � � =+`'4T ��` s t 3 '11247' I Loadin' 4 2X47' 5 Loading 6 J 7 � NNI �� i._ae��� 14 SYSCO feet 13 12 Width 8.83 Track 8.83 Lock to Lock Time 6.00 Steering Angle 31.60 10 UNIT A - \7 #9 ENTRY / EXIT - SINGLE - I ) BI-11 7.50 33.00 7.50 33.00 4, 7.50 42.50 agar - \r� � _,�`� �� � 12 - d d - ! VI VA V+ wo 6 1 WB-40 12x57• - 2x5 1 2x47' Loodinq Loading!' I 2 WB-50 WB-50 3 6 7 2 / 3 I M*-.OI , �A MA 7.50 33.00 14 13 100 25.50 12 0.00 3.00 12.50 WB-40 feet Tractor Width 8.00 Lock to Lock Time 6.00 Trailer Width 8.00 Steering Angle 20.30 Tractor Track 8.00 Articulating Angle 70.00 EXIT - WB-40 BAY #8 Trailer Track 8.00 1 0 10 WB-40 feet Tractor Width : 8.00 Lock to Lock Time 6.00 Trailer Width : 8.00 Steering Angle 20.30 Tractor Track : 8.00 Articulating Angle 70.00 Trailer Track : 8.00 EXIT - WB-40 B A- - #7 32.33 SCALE: 1"-30' ws-40 "12X47' Loading Loading' 2 t' WB-50 ii � � =+`'4T ��` s t 3 '11247' I Loadin' 4 2X47' 5 Loading 6 J 7 � NNI �� i._ae��� 14 SYSCO feet 13 12 Width 8.83 Track 8.83 Lock to Lock Time 6.00 Steering Angle 31.60 10 UNIT A - \7 #9 ENTRY / EXIT - SINGLE - I ) BI-11 7.50 33.00 7.50 33.00 4, 7.50 42.50 i . ♦ i R A w k 0 w-lum • •!•r RIVA RIDGE SOUTH ASPHALT ROADWAY I�IO �4 p a 4 p 1 � V G G r • ALL OF THE CHAI ETS WALKS AND PATIOS ARE HEATED CONCRETE AND SNOW STORAGE IS ADJACENT iSA - z SA--1 f l ! r ! !- r LODGE AT VAIL SA -6 APPROXIMATE SNOW STORAGE AREA c AREA SQUARE FEET SNOW STORAGE REQUIRED SNOW STORAGE PROVIDED GORE K A 19,963 SF x 30% NON HEATED 5,989 SF 3,426 SF SA -1 134 SF SA -2 288 SF SA -3 612 SF SA -4 508 SF SA -5 1,611 SF SA -6 273 SF B 12,565 SF x 10% HEATED 1,257 SF 1,287 SF SB -1 628 SF SB -2 83 SF SB -3 140 SF SB -4 243 SF SB -5 128 SF SB -6 65 SF C 12,006 SF x 10% HEATED 14201 SF 1,695 SF SC -1 883 SF SC -2 148 SF SC -3 271 SF SC -4 137 SF SC -5 256 SF w ALL OF THE CLUB AND SPAS WALKS AND PA110S ARE HEATED CONCRETE AND SPA SNOW STORAGE IS ADJACENT • w C ♦ 10 ♦ i I wd, ALL OF THE CLUB AND SPAS WALKS AND PATIOS ARE HEATED CONCRETE AND SNOW STORAGE IS ADJACENT 4 V - 3 1 / ! A AII !-. r r ONE VAIL PLACE LODGE AT VAIL NORTH WING RIV LV GORE K { SITE 88 8190 JNIT 1A I 92 - 0 94 TW 02.0 Tow--98 BEW 97.0 BEW=97 • m vi 1-14 Wl i�•1L•� r • i •�� + '4 3.8 1 39. I 8216 8212 821 8208 DATUM ELEV 8205.00 31z 00 28.0 ' ►-;' 0 +00 7 , 9.83 SECTION DD UNIT 1A 29.92 824 8241 8231 823: 8221 822 822 821 821; 820� 820 820 DATUM ELEV 8252 8248 8244 8240 8236 8232 < D 8228 3: N LO It 4 00 < �- _j - 8224 -<- - N- 3r 00 BEW=8224.75 8220 8216 BEW i9220.80 8212 — .7o 8208 DATUM ELEV 8205.00 0 � 1`0 Cq IN Co 0+00 SECTION EE UNIT 1A 823: 8221 822 8221 821 821 --� 820 — 82& 820 8191 819: 81 DATUM ELEV 8185.00 SECTION CC UNIT 1A 822 822( 8211 821, 8201 820 8201 8191 819,' 81& 818 818( ELEV mm LEGEND 4;1167.86 ............... ............ - - ---------- EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED - -- -- BOTTOM--OF-EXPOSED--WALL- lI . .......... . ........ PROPOSED SPOT ELEVATION ....... PROPOSED CONTOURS 0 (o PROPOSED CURB AND GUTTER C == 0000 G& PROPOSED STRUCTURAL WALL, , i ______z REINFORCED WALL & BOULDERS < C14 UO (D (0 ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. r (N r- C-j 0) O I 07 00 0) -- ZE z 44- 00 29.80 5 00 F0 LO z C m 0 0 to 0 0 0 L6 , M -i b C N r- Lo 0 r- 0 C ri 00 ' 0 < e �. I - �� 00 < OD 04 < 4c� -- Co 00 00 00 00 �2 �) 0) 0 0') 00 0) F0 00 Co co 00 Co CID CID 00 00 00 , - 00 co -?R 00 0000 -F-G-821-5- j BEW=8219.94 L0 C IN Co 28.0 ' ►-;' 0 +00 7 , 9.83 SECTION DD UNIT 1A 29.92 824 8241 8231 823: 8221 822 822 821 821; 820� 820 820 DATUM ELEV 8252 8248 8244 8240 8236 8232 < D 8228 3: N LO It 4 00 < �- _j - 8224 -<- - N- 3r 00 BEW=8224.75 8220 8216 BEW i9220.80 8212 — .7o 8208 DATUM ELEV 8205.00 0 � 1`0 Cq IN Co 0+00 SECTION EE UNIT 1A 823: 8221 822 8221 821 821 --� 820 — 82& 820 8191 819: 81 DATUM ELEV 8185.00 SECTION CC UNIT 1A 822 822( 8211 821, 8201 820 8201 8191 819,' 81& 818 818( ELEV mm LEGEND 4;1167.86 ............... ............ - - ---------- EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED - -- -- BOTTOM--OF-EXPOSED--WALL- BUILDING FOOTPRINT . .......... . ........ PROPOSED SPOT ELEVATION ....... PROPOSED CONTOURS 0 (o PROPOSED CURB AND GUTTER C == 0000 G& PROPOSED STRUCTURAL WALL, Structural Reinforced Stacked REINFORCED WALL & BOULDERS MSE Boulders (D (0 ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 = 10 z < AT PROPOSED ELEVATION -J n 8232 Fq U) -j -j -j z 0 TOP OF EXPOSED WALL z < =) -j 5 — 3�- m < LIJ Li AT PROPOSED ELEVATION 3: m 0 8228 8228 TOW=8227.75 U- < 8228 z 5 0 0 h TOP OF I 1 1 8232 TOP OF EXPOSED WALL TOP OF EXPOSED WALL UJ -----TOP--OF--E-XP-0-SE-D--WALL--- � AT PROPOSED ELEVATION U- m 8220 TOP OF EXPOSED WALL AT PROPOSED ELEVATION i I AT PROPOSED ELEVATION 8220 0 < TOP OF EXPOSED WALL 8224 — 8224 8224 Ld U- AT PROPOSED ELEVELEVATION AT PROPOSED ELEVELEVATION U- T PROPOSED ELEVATION 8228 TOP OF EXPOSED WALL 0 — 1— 8232 < 8216 8216 - 8220 1 — --- 8216 8220 TOW�821 8220 8224 8208 BOTTOM-OF-EX4 �OSED-WALL— 8212 8212 AT PROPOSED ELEVATION BOTTOM OF EXPOSED WALL 8212 TOW= 8210 BEW=8212 8216 8216 8216 - AT PROPOSED ELEVATION 8204 8220 BEW=8228.00 8224 8228 NG GROUND TOW=8�02 8208 8208 8212 8212 8216 BOTTOM OF EXPOSED WALL 8200 8204 8204 8204 EXI NG R i4 EXISTING GROUND AT PROPOSED ELEVATION 8208 8208 8212 BOTTOM OF EXPOSED WALL 8208 8196 AT PROPOSED ELEVATION 8216 TOW=8200. 0 8200 " 8200 8204 — 8204 EXISTING GR'OU'qD 8204 8200 1 --BO`FFG� F-EXPOSED-) VALL— - --- k-T-PIR-OPOSED-E -EVATION 8 5 MD-WA—LL 8208 8192 AT PF OPOSED ELEVAI ION 8196 -— 8212 --\BOTTOM OF EXPOSED WALL 8196 EXISTING GRO ND --EXtS11RG- ND---. EXISTING GROUND 8200 8200 8200 EXISTING GROU qD 8196 -- 8204 8188 AT PROPOSED ELEVATION 8192 w.___ ---- 8192 8208 8192 DATUM ELE DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV I)M W 8185.00 8190.00 8190.00 8195.00 8195.00 8195.00 81 8205.00 8190.00 BOTTOM OF 00 0 0 0 00 CD CD CD CD 0 0) (o t1- 0 00 1110 LO 0 ON U) (0 to U) 0 07m 0000 LO U) N 0 If) 0 L0 IN 11) 0 LO U') 0 U 0 ON 00 EXPOSED c) O 1� r` O O C! C! O 0 C14 C) t 0 r- 0 r- 0 r- 0 00 V) r- 00 r 0 r- LO C 0 0") m 0) CF) 0) r 0 n r- 0 r- 00 0 n U') 0 L0 0 00) 0 00 00 r- - IN 0 "t r, 't t'- C) 0 OD vj c.2- vicd rlicl� r1i Cv (6 C-� 0i 4 6 6 0j Cd 02- C2- 02- ( 6 1-: 6 c6 r; 0j C-� 1-: 6 vi C2- K2- Cv c5 r-� WALL AT 6 r-� m O 0) 0 0 0 0 0 — — �! �2 — — — C� — C14 N IN C11 IN IN IN C14 IN N C C C IN IN N IN cli C-4 C'4 IN IN IN / N IN Fq 7N F4 Fq Fq 7N �N F4 Z� F4 C N C14 Cq IN IN C'4 C-4 N 04 N IN N N C C IN N N N IN IN N C\j OOH PROPOSED 004 0 -' 00 Co co m co 00 CID 00 Co CID Co w Co CO m OD 00 Coco 0000 0000 0000 00 00 00 00 00 00 co 00 00 00 Co 00 co 00 00 00 Co Co CIO Co Co Co CID 00 00 00 00 00 00 OD c o ELEVATION 10 c O BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION /0+00 10 (TYPICAL) 0+00 10 20 30 0+00 10 BOTTOM OF EXPOSED WALL 0+00 10 /0 0+00 10 20 0+00 10 20 +00 0+00 10 0+00 AT PROPOSED ELEVATION BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT (TYPICAL) TOP OF WALL AT AT PROPOSED ELEVATION BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION TOP OF WALL AT TOP OF WALL AT PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) PROPOSED ELEVATION (TYPICAL) PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) PROPOSED ELEVATION BOTTOM OF EXPOSED WALL (TYPICAL) A UNIT 1A (TYPICAL) WALL B UNIT 1 A (TYPICAL) WALL C UNIT 1A (TYPICAL) WALL D UNIT 1A PROPOSED ELEVATION (TYPICAL) WALL F UNIT 1A (TYPICAL) WALL G UNIT 1A (TYPICAL) (TYPICAL) AT PROPOSED ELEVATION (TYPICAL) WALL E UNIT 1A WALL H UNIT 1A (TYPICAL) 227-75 --J ja- 3:. 7:5 822 822 822 821 821 820 00 L 6 0 0 UJ 0- Co 6 C , 4 UJ WALL J UNIT 1 A TOP OF EXPOSED WALL Co 00 V) 8208 AT PROPOSED ELEVATION -j 11 x it a- 0 O < 822 TOP OF EXPOSED WALL C', < 8204 ------ 3�: 3:: ------------- 3 AT PROPOSED ELEVATION II U- P < 5 I, -- -- — ------------- o & UJ L�A,>IIINV t�F\VUINLJ U-1 IV 8200 m -.--.--,TOP--OF-EXPOSED,,-WALL--.----, 0 ---------- - 3: < AT PROPOSED ELEVATION 7U EX 822 . ...... 1 1 8192 8196 Uj 8196 . ...... 8208 0 - ------- - 8192 8188 8192 - - ------- 1 - 7 1 ------- 8204 ... . ..... ..... 1 8184 8188 8188 --------- . ..... - ----- 8200 . t=8200.00 8184 -.BO-T-TOU-OE-,EX 8184 . . ......... AT PROPOSED ELEVATION --------- - -------- 8196 ----- - 8180 8180 ------ --------- -- 8176 BOT T-OM---GF- OS-ED--WALL- BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION _ .__. ®._.... ----- --- --- AT - P R OP 0 SEI � ON-- ------ 8192 ------ 8172 -...... ----------- ------- - ----------- 'DATUM DATUM ELEV DATUM ELEV DATUM ELEV . ....... - .... _._® ----- E LEV 8190.00 8175.00 8175.00 8170.00 00 0 L0 0 ( 10 t 0 0 0 0 00') Q) 0 Lo 0 0 ( (0 0 Z� 1� IC! 0 � O rl� C� Iq C� C� 0 W� Cq Iz! C� 0 0 0 0 Ot 00 r- U') 0 00 �4- L0 V') 00 rl- N - 0 0 0 N 06 N 0 0) 0) 00 00 0) G) 07 07 W 00 OQ 00 0) 0) G) 00 0) 00 00 00 00 0) 00 CY) 00 03 C\j Co 1 4 IN IN — CID 03 00 00 00 co Co F0 00 F0 co 00 00 FO 00 E FD 2 Z Fo FO Co Co 00 co 00 Co Fo 00 Fo Fo Z 1.11 1.7 V 8192 8188 8184 8176 8172 DATUM ELEV 8170.00 ° O 0 0 N 4 m 00 m 00 -------- 1 TOP OF EXPOSED WALL ED ............... ............ - - ---------- ------ - -- -- BOTTOM--OF-EXPOSED--WALL- . .......... . ........ ---,--,AT,-PROP,.O,';,ED--,ELE-V.ATI-ON- - ----- - ----------- 0 (o LO �0 0 (o r- (D 0 (o(o (00 (o (D (0 N C14 0) (N r (N r- C-j 0) O 00 05100 07 00 0) FO Co Co 0.7 E 00 00 F0 1.11 1.7 V 8192 8188 8184 8176 8172 DATUM ELEV 8170.00 ° O 0 0 N 4 m 00 m 00 -------- 1 TOP OF EXPOSED WALL ED ------ ' L OD EXI�TING GROUND . ....... -- ----- ------ ---.--.-.-J-kT-.P-Rop-(),SF-D,--ELF-VATI.ON, ------ 0 0 0 00 C) 0 0 (7) 0 (.0 m 0 0 to 0 0 0 L6 1°-O Lq 0 to 0)0 N r- Lo 0 r- 0 C ri 00 IN (0 IN r- r C5 04 < 4c� Co — Co 00 00 00 00 �2 �) 0) 0 0') 00 0) F0 00 Co co 00 Co CID CID 00 00 00 , - 00 co -?R 00 0000 0 0 4 w � VERTICAL SCALE: 1" = 10' HORIZONTAL SCAL 1" = 10 823: 8221 822 822 821 821 820, 820 820 819 81& DATUM ELEV 14=61*1 SECTION AA UNIT 1A m 8252 8248 Y/ x 8244 8240 8236 8232 8228 8224 9.15 + 9.00 8220 S + 8248 8244 8240 8232 8228 8224 8220 8 8212 8208 8204 DATUM ELEV 8200.00 00 0+00 V CyJ�F DRIV13 og., , — G A < o r 0 C71 CHALET RET, WALL PLAN f--% P.L\-k-.I. 0+00 SECTION BB UNIT 1A 0+00 SECTION FF UNIT 1 A 0+00 SECTION GG UNIT I A PROPOSED ELEVATION BOTTOM OF EXPOSED WALL (TYPICAL) AT PROPOSED ELEVATION (TYPICAL) WALL_ I UNIT 1A OD < 00 ------- ---- --j ------ -- r < So ------- -- It "-2590 211,00 2800 Co H < EW=822� BEW=i�2��.'90 j —WALK-_- B&A(=8224-.0G— BEW = 82-16.95 j 00 C� 00 0+00 V CyJ�F DRIV13 og., , — G A < o r 0 C71 CHALET RET, WALL PLAN f--% P.L\-k-.I. 0+00 SECTION BB UNIT 1A 0+00 SECTION FF UNIT 1 A 0+00 SECTION GG UNIT I A PROPOSED ELEVATION BOTTOM OF EXPOSED WALL (TYPICAL) AT PROPOSED ELEVATION (TYPICAL) WALL_ I UNIT 1A x/ rtf X/// L r %' % r r` �/,.'° � r "/ r f� �' ,�� ,r � fr rf / ! f / r f r' � � r ,r' J > ` f �1 ✓,'` f , � ,f � J , ,j : °� / '�f � r ' / % f � % f # / '`ff.f, � -'%`* f r �f�/,' ,f',: ;�r'� f j r:'r � F f' ----- r %f r //f 1 �rf�,✓f,',r f. `` i r'' r f '°'f r`,� r .." /x WALL K! Z X/ I ­ ■ .90 /Z / 97.8 �... r ,5�" �,f'%',,ff.` :,,; �f�Y ,/f ; :�''`f 92 98.4 I t L Uvi 3 .0 U + +87.0 71 +92. + 9 0+ f f A \ � '`;f �`� s�� �9 84 77 -x x X 0 ' A x Xx "K 77 �QY_ 4 \N �x" ' N, > , � X 7V'�/'\/O I J11VV >BEW: a ',/' N', \ -mar— Op""'Q$ ED /Y-00 A X KA XV 'K >'t n . �:E T-NRbrA�,6V "' , - 11 \1 Yl X X , K Tnx A L N 7 - BEW ✓ X- ------ A, iN 'N > -'�, TT E - J ------------ . ......... V ­ 4 - - --------- L - ---- - ---- - - -- ------ ......... . ....... < J. __j 78 "Kx i 84 - - --- --- --- i, OIL] 84 ........ . .. - BEW --- 76 80 V X /\Z x ,\ x L W m VERTICAL SCALE: 1 10 HORIZONTAL SCALE: 1 10 Ozz-t 8211 821: 8201 820 8201 8191 819: 81& 818 8181 817 817 DATDM ELEF 8170.00 PROPOSED ELEVATION BOTTOM OF EXPOSED WALL (TYPICAL) AT PROPOSED ELEVATION (TYPICAL) > 0 ao _j < PROPOSED 6' TAPER TRANSITION SECTION, SEE DETAIL SHEETS LEGEND AT THE LODGE AT VAIL EXISTING SPOT EL EVATION 1A EXISTING CONTOURS 0 EXISTING AND PROPOSED BUILDING FOOTPRINT + PROPOSED SPOT EL EVATION 70- PROPOSED CONTOURS PROPOSED CURB AND GUTTER � 0000 0& PROPOSED STRUCTURAL WALL, Structural Reinforced Stacked REINFORCED WALL & BOULDERS MSE Boulders ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 )1 = 10' 8224 8220 8216 8212 8208 8204 8200 8196 8192 8188 8184 8180 DATUM ELEV 8x 75.00 DD E0_ 0+00 W o i�r�1f Ar to am CHALET AT THE LODGE AT VAIL UNIT 1A AND UNIT 3A 0 Uj U_ Co < LO MY "� — BEW=8' BEW=8178.15 00 0+00 W o i�r�1f Ar to am CHALET AT THE LODGE AT VAIL UNIT 1A AND UNIT 3A 11 SCALE: 1" = 10' 11 a ■ Im TING F : t „ 1 12 -6 Risers 82 0 ,t 11 - 14 Treads 9. 0 r f 1 f r / f % _ "Ris %` ✓ __.07.0 1 -1 Tr ` / r { = I 12.80 _ �� � __- �. f is% . "r F �F f 6.8 27. ; /'` ✓ r f f r n, o '10.2 s i r - - e + ! 0.5 14.92 �' ✓ r i,, ;g #Tre ✓ ds . / ✓`" (,RB DRTV�i VERTICAL SCALE: 1 1 O ( pR . 92 r , f f f f f ,f �:` r: +12.92 i r r, f% 2.9 14.87 f 1 r HORIZONTAL SCALE 1 10 12 �21. ;ff a / Jfr/'f / f f� ff` I � ; .92 + 4.80 f f > c� •v 19 39 r r / t' .f I' ! f f ,/ v ! J f' ,` J Jvv ! / } v F f r v r ✓ f ;B ,' f .0 ' 11 , J s J . + � /( jam,✓ f �.; „/ } r :' ' r .' , ,. i .' ` / ' �� ..' �' f A • / .,. ;: ,, f ;' ,' f 1' t. ,,: _ ,, 4 22A - ;r - f .- /, f` 6"Ri f f 8 (ser 22.88 f , f , f / , f i s r a f i v F f f f v 9.88 r{ {! ,f �' 1 , : � r :' 1' I Ce "read f , - ... .. .. .._ .... .... ........ ....... ... .. .... .. ... ... ... ..... ». �. __....... ..., ._.. .. _,.___,..... ..__.. -... ... ..... _.. I.._...._ __ ,,_ ......... .. .. .........___, _.,.._.__. ....,.._..._..- .._...__.r.. .,. ,. _._,..,. .. ,.. .,. ... _ _. _w_ ,_ _..___.__.. .__ x264 826 } �l 14 7 - 14 '� i i ;r f ' r , frf: ,'r - dS ��� 1 .�+w , ✓` f f ,/ ' r f % .r'`fi ''`'` %� :`�f' r' ' � + 1 .2 ,/' f ' :r .: `,J�l 2.0 fr, ` / r /. 1`8 � .� 0.60 1 �. 6 f f�° ,''fW,•' f 11.76 , 80 r ✓' ..0` `' r , � ; ✓r � ,� `, ,✓' -` f : , , �, �..� r 11. 2 825 ___ _._ . ,_ _.__.., _. ___ ..____ 8272 - _.__. .. ___ - .._........._. (. _..__......._.. 826 a t 8264 ,__w. _ ,_.�,. - ...,,,. _____.. m_ ._.__. .,__ .._..._._ ____ .. -_s _..__ ��, $248 ` __.. _.__.__._,.__.._ __.._ $268 �__ �; - �..� LEGEND ,.� 19,54 1 6 ` ,�° , r ,� f �' f + t r ✓ `/:`� ,,, '` ✓ ,` � f : ,�• f f , 2 j 1� , , f , 1 �. 20.3 ,r' ; /{ , ` '' .'' / }':.Frr .r ��t, f 15.0 10 4'T'rea`' TW 26.0 5- Riser ` f ,`- � : j µ 4 -14 Tread ✓ 14 80 ,, � rt • : f ' r ,' ; Ise s r ,, f f; 9.75 .: � J % f 9.7 / ' ; r' r f', 1 5 ` z �.__ __ __ _ .. _ ... ,.. _. _...© .__.._.._..... . _ _. . _....._. _,. ,_. $256 7 - J 826 -- I a LL 4 ._ o _ a J _...._ __ .__ _ w� _,.__. $244 m _......__._. _..._......._ 826, m _. _._ 2 _ ._ . 825 _ ry , ...... !n -_-.. _ i 8187.88 EXISTING SPOT E L EVAl10N r � f r BE 20.0 , 20.25 �f .� , f 8 0 12 O -F 14.7 -- tt x 21.0 - Ri rS � a / r 9.70, ✓ f . f r f �f ;' c 5 ' ' f O $256 _._ _ -..__W o r• w ow.. 8240 ; 0 8260 _.__._w_ __.._ _ _ ICJ _. J tf� o t' J 1.._ u? ca EXISTING CONTOURS ` 18 0 o 19.90 7 20.� ads 20 0 0.39 20.66 - ad 22'0 19.75 L L .... +� 9.15 + "" 1 Ris 11- „ rea 00 1 ° 8 _'_._ _ _ _. .. _.. _-', .N _. _ ,._ _ ....... _ .. _ ._ _ 8248 m N ___ ., _ ._._ ........._ _._ __ ......._ _ w to 8252 8236 _, - - 3 u 8256 _.�_ _._.. __.___. _ ________ _ J N F_ C .O Q _ _... _ �- J 1 ._ _ m 8244 �° «� J EXISTING AND PROPOSED BUILDING FOOTPRINT A ° 8220 0 20.56 UNIT 822 19.64+ le- ds .25 08 U) . _ 8248 _ __._.__._ _ .......¢ °° 8232 J ._ 8252 _ -I 0o ,1 .,1 + PROPOSED SPOT ELEVATION WALLA UNIT 2A 2 30 19.8 o + + 7 26.7 WALL K +18. ! ---.._ „ �� � � + 20 J FG 44 90 _ . _. w ..., _.,.. .,. �. ..� ._.. - J N $24x ., _ _ _ __m.._. 8244 _...3 II 1 ¢ _ 8228 824$ - � 17 PROPOSED CONTOURS =x84«. PROPOSED CURB AND GUTTER 22 0 __-- 1.30 ��, r $ - UN2A 3° ° R isers + - ° "Trpj _ , _.. _ _ 8236 ...._ _.. ___� 824a I �. 33 PROPOSED STRUCTURAL WALL _11d ° •t, `+C�.' �� _. x 21.5_ ,' 0 `- ' is ers 2 - i 821 v__.� r _,._ __ _ _.... _ $224 _____... _ ..�w._._�.... $244 -.. `- I ;4 _.�_ 8232 _ _ - 8236 -- ` I REINFORCED WALL BOULDERS & Stacked Boulders WALL B� 24 UNIT 2K o f `r / '` ,r n 4 "Tread r ✓ / f f 2 ` ✓ 2 ,9Q + /� / `� r ' f / f ' f f / $,. ✓ ,- ffi f _ 23 13' ` '} f f 8220 ' BEW= 8227.Qa 8240 BBW =8 7®7a _ _ 8228 � 8232 -- - - 39 - - _ _ _ 8216 - _ - - - _ 8236 EW- 8244.09 -- �^y�. 0`.-•'� -c../ Reinforced MSE 26 .�.._,..., 28 WALL C r X3� � ,'` ' , . ,,f ,;; ,f 6 ,.� 4�f�5, �` ✓`'`� �'' - ,� 9.92 29.90 . �, x f' ' ' / � ,�'� ' ff � �', ` '� ` / f r 26. 9. 5+ ✓° f � ''�, ,,' � � ,, �� �rf ,'',f �� ��,� �(��' ,✓�''` `' �. {'� f�% "`� ' , / r , f , f r,/ , ✓ f 26 �` ,,,,,' � ,r:`� f f' !' ✓,°"' f ,% / _' ' F / /1 . 2�. f, /� f i , ..-._ __ 8224 BEW 8232.OQ BEW =8223 $2z8 8232 ----- ---- -w 8212 -- = 8 234:QQ � BEW = 8232 822a 8224 8208 8228 Structural UNIT 2A 30 � 32 � x f T � �/ r { 7 14 „ >✓dd f E T06 ✓'/ / + -- 44.92 + ` (� 29. �' ` 1 // 09.83 �' / J 60 29.92 f ' ,r` °' j ,- ' ,' DATUM ELEV DATUM ELEY DATUM ELEV DATUM E i 8208.00 8220.00 8225.00 8215.00 rn L o o) (a to N N M N 0 00 00 00 00 00 00 ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. 34 4.90 ,F``�°`' `� /" ,,f' ,�°'f ✓,, 34.90 + 0 �' �, 34.80 � 3 .�7 �,f� 8 9,8 ` 230 0+00 0 +00 0+00 0+00 B VV4q 36 W 4 ' ,`° f- 34.9 L 30'.5 f SECTION AA - UNIT 2A SECTION BB - UNIT 2A SECTION CC - UNIT 2A SECTION DD - UNIT 2A 38 0+00 8240 0 f ' ' ,' {NtT / / 34.92 0 9.90 / / ,f ✓ r r 44.30 0 49.85 (, , ` ✓' ,/ , 44.4 1-44.8 .92 f i ' �' 3 'f f .3 f 9.75 + o �` ,, //� ° / f BEW, /,33.0 o , rC ! �f'` / ,' , _ f' 3 x 3 .92 f 34, i , e n ,. f ✓ 32.0 - -$� , , --� . ..7 ` `� 32,3 32.6 f .s' 8260 _ _ 8256 - - 8252 $252 I r red` 'A / ` 34.92 e, f 2.20 8248 _ _ _ _ _ _ _ 8248 - f 4 0 Pi W L �,�` ' + U 44.3 ' ' 1.2 ;V;1 e d f A L' 3C ' UNI 9 ! 8252 i _ _ _ t 43.70 „r ° °° 5.80 4 G 44 / f ' -- �"1 ' 8244 _ _ m. _ ___ 8244 8248 44 WALL D .80 . ,f . ' rt + 31 31.7 1.2 UNIT 2A 44 , , ,! , o _ f / o .2, S P ' ✓ . 0 36 _ 3 °" __-- 31. 31.16 .6, jff 4.2�: 1.66 �� '° � � � +36.7 "R _ J -- - $244 Z $240 8240 � T _ - Y 8236 8236 4 �� ,f;f' ,`'` �- 6 . X44 10-TV teiad` 43.9 UN >;� BEW 7 a _ - `_ 31.22 e} 3 3 34 32 31.13 r ` 31.0 � a � _ 00 J N J N Z 8240 ©� i -.__ II °' 8232 0 8232 �-- m _ x : VE RTICAL SCALE: 44.2 _ _ �0 + 39.0 X42 6 31.00 `0 '�'_` --- N I z N 29.801 8236 __ J Q 3 U_ < m - °' _' 48 �� . -- 70 4.22 44 43.7 41.5 3605 t 30.95 . �- N 8228 - J - - 8228 $232 -- :r _._..__-� J N m - o ¢ r ! �- N -- - - ..__._._._... _ ,_ - '- ? � 60 10 - 6 "R(s 30.70 8228 __ J 8224 J 8224 ° - 43.00 "�_ �,. "-- --... 41.2+ 42.9 9- earls NLL 9,5+ 0.80 _ LL_ �. . 8220 - `' 8220 x.94 - BEW= $224.75 8224 - - i` -- + + _ 825 } +3 + 8216 $216 :�: 8VZ1-5_ - -- --�- -- ----- 8220 °- - - B£W= 822x:80 BEW = $219.94 _ BEW 8221.90 - - _ 8216 BEW = 8222 8212 BEW = 8217.70 8212 __....__..._._. ._... � _ .,_......_._....,.___,__._... -. __ ._._._..,_.... _•.n. -..,. °BEW= 8�1.5 v..._......... -BEW- -8225-.83 -- -_- 8208 -- ----- B E-W4 4---5 8208 8212 - - °BEW= °$Lz$ fl0- - DATUM ELEV DATUM ELEV _` -` DATUM ELEV 8210.00 8205.00 8205.00 BLEND TO MATCH EXISTING 00 GRADES SEE LANDSCAPE N ° 00 00 00 Go PLANS FOR SITE WALL INFORMATION x +00 0 +00 0 +00 AND ADDITIONAL DETAILS AND SECTIONSIM10N11EIT 2A SECTION FF - UNIT 2A SEC11ON GG - UNIT 2A NOTES z TOP OF EXPOSED WALL � m VERTICAL SCALE: 1" = 10' z z�' = 3 m AT PROPOSED ELEVATION o o TOP OF EXPOSED WALL » HORIZONTAL SCALE: 1 = 10 � o Z) J o z o o 8248 - - m A T PROPOSED ELEVATION - ¢ $252 U_ 8256 F------TOP­ OF-E. POSED WALL AT J TOP OF EXPOSED WALL w 8244 TOP EXPEfl - WAtt 8244 - PROPOTED ELEVATION TOP OF EXPOSED WALL Z o J m 0 O AT PROPOSED ELEVATION °� Q _. A- T- ER OP _O.SF- D- ,ELE. VAM..ON.,.,_.....� .. j _ _ - 8248 _ .B.T_- PROPOSED ELEVATION $252 8252 Uj m y w o o U_ w Uj 8240 -� =b 7S 8240 __..... 8244 823 232 --�-- 8232,---- - °-`--- � TOP OF EXPOSED WALL I 8236 - 8248 -° 8248 --- -_ 8236 OF�i OF EXP`6S T PROPrOSED - - EVA` ° I 8228 -- - 822$ ......_,....,... _ 8240 -- - - Am SOP• ©S£- 0 -E-1 =£ ON-- -- p BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL 8232 8232 - - 8236 -" AT PROPOSED ELEVATION AT PROPOSED ELEVATION 8224 - 8224 ' e - - BOTTOM OF EXPOSED WALL - .. _ � $228 ° ' B TTOM OF EXP ED WA -L 8240 8240 - - ._ ...�_. 822$ EXISTING GROUND PROPOSED EVA =" ._....._... 8220 BOTTOM OF EXPOSED WALL _ _ AT PROPOSED ELEVATION - 8220 T- T- OM_OF: ,EX OSI=-D -,••Y, 1 AT PROPOSED ELEVATION 8224 - --- _,. $232 8236 -- 8236 - - 8224 -- - -- � � $228. AT PROPOSED ELEVATION - - _-- EXISTING GROUND 8232 -- 8232 8216 E XISTING GROUND _ 8216 EX(STING GR UND 8220 - - EXIS G ROUND 8220 - -- - _ EXISTING GROUND - °-" EXISTING GROUND 8224 - 8212 - _ - . _ 8212 - - ------ ---- -•-- 8228 w -°°_ -- 822$ --- -- --- -- -- DATUM ELEV DATUM ELEV DATUM E,9 - "u° DATUM ELEV DATUM ELEV DATUM ELEV "` DATUM ELEV 8210.00 8210.00 8215.00 8215.00 8220.00 8225.00 8225.00 00 O in (0 0 0 0 O 0) N O 00 U) (O 0 O O N r� K7 0 0 00 0 00 00 00 00 V! O il K) O O O O O O t'*- 0 0 ro 00 (0 O m 0 to (t) to K) •- K') N U) O tt) 0 tt) O n 0 tt') 0 00 U) 0 O a) K) 00 rl� ti h h r� r` O� Cn N 11 tl tl ! r� h a) N d K) tt) It N N LO N coo o) 00 m r - 01" N N N N N N N N K) N r h r d 00 N 00 N co N ro n n K) K) n K) K) nn NN NN NN 00 to a) tt) 0) U) a) ,n a) 0 d a) (D d d O m O tf) 0 U') -I It (o <f' It It It ro d- M d r) It K) tt3 d d d d d d d ((7 d- U) U) d d It It tt NN 0000 NN NN NN NN NN 0000 00 Co Co Co 00 00 Co NN NN Co 00 co Co 00 00 00 00 00 00 NN NN NN NN N N NN NN NN NN NN NN NN NN NN 00 00 m 00 00 00 00 Co 00 Co O 00 00 00 00 00 Co Co 00 00 00 00 00 Co 00 m 00 00 0 +xx 10 0 +00 10 0 +00 10 20 30 0 +00 10 20 30 0 +00 10 20 0 +00 10 0+00 BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT TOP OF WALL AT AT PROPOSED ELEVATION AT PROPOSED ELEVATION BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION WALL G UNIT 2A PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL} (TYPICAL) PROPOSED ELEVATION (TYPICAL) PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL} (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) WALL A UNIT 2A WALL B UNIT 2A (TYPICAL) WALL C UNIT` 2A (TYPICAL) (TYPICAL) WALL UNIT 2A (TYPICAL) WALL D UNIT 2'.A WALL F UNIT 2A TOP OF EXPOSED WALL 8240 8236 ---�_ 8236 j ..._.__......_..._. �w,_.- �...._..._.�_ _...�. ____ _.�w._ w "TOP �OF�EXPOSED -YVALL`�°� ._..,� _ _w ..__ ----- PROPOSED ELEVATION E 8244 _...__.__ ®___.Ma_ ___W.. _m......___,_.AT,- -- ._.__ _.. __v__.__ _._ , .....m_ ..._ _ m_ _ ..._,. ... -- - -- ... w..._....,.._._._ . TOP ---O' EXPOSED WALL � [ ATP OS D ELEVATION 8236 _ .._._. ®_w.._ .. __.. _ _.. _.._._ . _ w _.__.___ E 8240 ..._.____R4 __,_,. E_ 8236 I �_ - TOP_.OF EXPOSED WALL AT PROPOSED ELEVATION 8232 __ __ � _ ___._ ..__ _ _._..___ 8232 AT PROPOSED __ . i _ _ _... . _ - _ _ . m ._. _.. __.._ _ _ELEVATION ._.- _..____.._. � ._._...,_ . _..._, _.._...._ 8232 ____ ..__ .__._ ___.. ___.. __._ _.. 8232 0W = "30:7 T 8228 8228 8236 ._.,. __.� � _ _. � _,. 8228 -.._._ _..__ '- --,_ .. ____ _ .,._,. _._ .._ _. _...- 8232 822$ ._ _ .... . _ y r 8224 .. _.__ - _�_ _. _ ._ 8224 - . - _,- - __ - _­ OF EXPOSED WALL $22x �_.__..._._ _.... __ �_ _... ____�_� __� ._�_. _.� _. _ �_._._._.___._ $22a _,..w . .... _ _. _ .___.W ..WHEW= 82.21._50_. , 8228 _..___�.w 82 4 x.._ _BOTTOM %. _._. �_�_.__. 2 Afi PROPO ED " "ECEVA1lOIV ._.._. _ ___ EXISTING G OUND ..... ... ...,_ _ .,..r_.. re. _ _,. EXISTING GROUND 8224 �- ____..�._.___.� - .w..___. _ . _ ....,__v. �_. _ _ ____ _.___. .._....__,_____._r___ .,_ ........._.,n._...__._,___..__ ...__._.m.. _.,... , . .w... , ...,_ „w ..._ w. w _ .._,.._.w.w._.. ,._.__. _$E•W =$2. 1-.30.....____..w_...a. EXISTING GROUND BOTTOOM O� POSED WALL BOTTOM OF EXPOSED WALL 8216 w - -__.,. . u.._. , __AI ' PROPOS D - E'LEVATI{3N_.__ 8216 'B�W= 821J.ffO $220 - _�..___w_.__..... __ �m...._�......r ®_.____ __...._., ..__._ __ ... _ __.._ 8220 EXISTING GROUND 8224 AT PROPOSED ELEVATION _ _ AT PROP _ ED _ELEVATION 8212 - 8212 -- - - -- - DATUM =17 DATUM ELEV ° ° -_____ "" DATUM ELEV s DATUM ELEV DATUM ELEV 8220.00 8215.00 6215.00 8210.00 8210.00 tt) 0 rte• d• 000 u) 0 (t) 0 d (O 0 00 cCt h +°�d• .- d .- d - d - (0 O r - (0 tf) 0 ,p n O r O K) 00 (f) 0 tt) a) 0 0) tf) U) 00 0 (0 00 K) O r* 0 0 01 a) (0 to 0 >n Co r 00 h o) r- r- to 0 a) r) K) (0 i\ N O a) O 00 r� <t tfi (o t- O u) N to K) NN 00 00 0 +00 U N t) N K) N V) r 6 O) L6 07 K) K) K) to ro K) K) �) K) N K) N NN NN NN NN NN NN 0000 00 Co Co 00 Co 00 00 CO 00 Co 10 0 +00 10 20 0 0) C6 h t (6 to N N N N N NN CVN NN Co Co 0000 Co 00 z0+00 10 r� (D Ott) 0 4 O 4 O 00 0 (6 0 d' O d' 6 d' O 4 = 6 L6 (6 6 N N n N K) N K) N K) N N N N N N N N F N" N N N N N N NN NN NN NN NN NN NN NN NN N N NN NN NN 00 00 00 00 00 to 00 00 m 00 Ca 00 00 OD 00 Co 00 CO Co CO 00 CO 00 Co Co Co RE 0 +00 10 20 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION AT PROPOSED ELEVATION TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL 2 007 AT PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) PROPOSED ELEVATION (TYPICAL) PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) WALL I UNIT 2A (TYPICAL) WALL I UNIT 2A (TYPICAL) WALL K UNIT 2A (TYPICAL) WALL L UNIT 2A SAFEb Colorado WALL H UNIT 2A CHALET AT THE LODGE AT VAI L UNIT 2A an SCALE: 1" = 10' (,RB DRTV�i ( pR ap } f > c� z 5, SITE SCALE: 1" = 10' 97.8 + 197.92 12.80 +12.92 Is k1a ON +87.0 E 0 +32.3 - 4 - + 3 - 4 - F x' )< +80. F 89.92 99. 99.8 + I 99.CU + +__/ -99 .92 +2 + 1 0+ 0 r it !tom `� + +21 +29. co M s 34.8 r02.0 + +01 +02.0 E` __ I + 14.8 + 14.92-.- 3. VERTICAL SCALE: 1" = 10 HORIZONTAL SCALE: 1" = 10* U-) 8212 8208 8204 8200 8196 8192 8188 8184 8180 8176 8172 8168 DATUM ELEV 8165.00 0 CR 0) FO 199.75 0+00 SECTION AA UNIT 3A 824 824 823 823: 822 822 8221 821 821: 820; 8201 8201 DATUM ELEV 8195. < C � OD 8236 EXISTING SPOT ELEVATION 5 EXISTING CONTOURS _j _j < � z 0 8165M + _z _ O N 0) 00 8212 - ' o -t- < _j F- I ..... . ...... z 0) z LL. ) Cx Ju 3 _j Co --:a 00 1 M < � -. 3:: ...... U_ 0 0 _00- J.- 8190.00 LLI W m 0 TOP OF EXPOSED WALL z 3 00 0+00 C! h q Co co 0 m OD 00 Co Co SECTION 813 UNIT 3A m Uj i 8236 1 92.90 1 8208 ) 8228 U_ - i 8224 ) TOW = 5.75 o) BEW=8202.00 z6- LO - I 8216 06 _j 8204 8212 [!' 82081-- 0 rn 8204 TOP OF EXPOSED 0 C14 Ca l 199.75 0+00 SECTION AA UNIT 3A 824 824 823 823: 822 822 8221 821 821: 820; 8201 8201 DATUM ELEV 8195. 0+00 SECTION DD UNIT 3A 1-- TOP OF EXPOSED WALL 8236 EXISTING SPOT ELEVATION 5 EXISTING CONTOURS _j _j �� � z 0 8165M + _z _ O N c3 00 8212 - ' o _j < 3: :< y if _j F- I ..... . ...... LO Stacked z LL. ) Cx M 3 _j Co --:a 00 1 M o 0 � -. 3:: ...... U_ 0 0 _00- J.- 8190.00 LLI W m 0 TOP OF EXPOSED WALL z 3 00 0+00 C! h q Co co 0 m OD 00 Co Co SECTION 813 UNIT 3A m Uj i 8236 1 8232 �� 1 8208 ) 8228 U_ - i 8224 ) TOW = 5.75 o) BEW=8202.00 z6- LO - I 8216 06 _j 0+00 SECTION DD UNIT 3A 8240 TOP OF EXPOSED WALL 8236 EXISTING SPOT ELEVATION 8232 EXISTING CONTOURS _j _j �� 8224 z 0 8165M + _z _ O N c3 00 8212 - ' o _j < 3: :< y if _j F- I ..... . ...... LO Stacked z LL. 8204 Cx M < BE = 8203.83 8196 3 0 FOR TYPES OF ROADS, WALKS, WALLS ETC. BEW=8100 U_ 0 DATUM ELEV J.- 8190.00 LLI W m 0 TOP OF EXPOSED WALL z - 00 00 0+00 C! h q Co co 0 m OD 00 Co Co SECTION 813 UNIT 3A m Uj i 8236 1 8232 �� 1 _ .� 8208 ) 8228 U_ - i 8224 TOW = 5.75 o) F EXPOSED WALL z6- LO - 0 C\1 8216 06 _j 8204 8212 [!' 82081-- 8204 TOP OF EXPOSED WALL BEW=8202.00 11 8192 DATUM ELEV AT PROPOSED ELEVATION 8190.00 0 U� TOP OF EXPOSED WALL Co Co 8200 SECTION EE UNIT 3A AT PROPOSED ELEVATION 8204 3208 8208 8208 _ 8196 1 8200 8204 8212 8192 EXISTING GROUND EXISTING GROUND 8196 8200 8204 EXISTING GROUND EXISTING GROUND - 8204 8188 8192 8196 BOTTOM OF EXPOSED WALI 8208 8184 AT PROPOSED ELEVATION BOTTOM OF E POSED WALL __1307TONF_OF-1770S�LE__ BOTTOM OF EXPOSED WALL 8188 8192 AT--pR-0p­0-SEC--aEVA­MN- 8180 -A7-P-R-ORQS[.'-D-E-L-E-AAA-T-ION- 8200 - B0TTOM` - OF - 7DPOSED - WALt 8266' 8184 ELEVATION 8188 - 8204 __AT_P_ROP0qFr DATUM =1 - DATUM ELEV - DATUM ELEV - 8185 00 8175.00 XP SED WALL 8180.00 LO 0 U) -4- Lo Lo U') LO "_� LO U P\ O..t 0 ! 0) CD 00 O0 00 r 0S rte r, 1-, 11� 0 a 0 ��_ rl� u) a) 0 0) N of 0) 0 u) L0 M 6 6 C5 r-: 0)0) CY) Co 00 064 0)0) 00 064 0)0) U') 14 00 N N LD r) 6 6 00 0 al N N N N N ' 8195.00 CC) Co 00 00 00 00 00 00 Z � ; F 66 CO FO zz; FO FO O5 FO FO 8200.00 0 V) 0+00 z 1 0+00 10 20 30 0) 0 OC) U 0 0 'Z BOTTOM OF EXPOSED WALL O BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL h TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION r� 0 (TYPICAL) PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) (0 0 (TYPICAL) a) 0 (TYPICA a) d WALL UNIT 3A 00) C3 MALL B UNIT 3A 000 WALL A UNIT 3A 0 0 0 8240 TOP OF EXPOSED WALL 8236 EXISTING SPOT ELEVATION 8232 EXISTING CONTOURS 8228 � -� �� 8224 8220 82161 00 8165M + _z _ O N c3 00 8212 - ' o _j < 3: :< y if 0 0 C 8208 VI_ t F- I ..... . ...... LO Stacked U_ r - 8204 Cx 8200 -- z < BE = 8203.83 8196 ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. BEW=8100 8192 BEW=8197.86 DATUM ELEV J.- 8190.00 (o O� 0 0 � 0) - 00 00 0+00 C! h q Co co 0 m OD 00 Co Co SECTION 813 UNIT 3A 8240E--------- i 8236 1 8232 �� 1 _ .� ) 8228 ---- - i 8224 8220 o) F EXPOSED WALL z6- LO - 0 C\1 8216 06 _j tt 8212 [!' 82081-- 8204 8200 _REW_=_ 3205.50 BEW=8202.00 8196 8192 DATUM ELEV 8190.00 0 U� Co Co 0+00 SECTION EE UNIT 3A 824 824 823 823: 822, 822 8221 821 821 520; 820 8201 DATUM ELEV 8195.00 0+00 SECTION CC UNIT 3A 8220 8216 8212 8208 8204 Uj 8200 8196 8192 8188 8184 '_B_EW:8188.25 8180 =BEW=8189.90 8176 8172 DATUM ELEV 8170.00 Co 0) Co 00 FO FO 0+00 SECTION FF UNIT 3A LEGEND TOP OF EXPOSED WALL EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT 8165M + PROPOSED SPOT ELEVATION 8170-- PROPOSED CONTOURS PROPOSED CURB AND GUTTER 3 P PROPOSED STRUCTURAL WALL, 0) < I­ LO Stacked U_ r - F\1 Cx Reinforced < EXISTING ) ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. < J.- r� rl� 0) 00) co 0) 00 4J "'� 11 � 0 00 0, Co 00 C! h q Co co 0 m OD 00 Co Co 8220 i EXISTING GROUN ) - TOP F EXPOSED WALL 8212 3 _BEW= 821 a. BEW=8210.00 1­ ) 0+00 SECTION CC UNIT 3A 8220 8216 8212 8208 8204 Uj 8200 8196 8192 8188 8184 '_B_EW:8188.25 8180 =BEW=8189.90 8176 8172 DATUM ELEV 8170.00 Co 0) Co 00 FO FO 0+00 SECTION FF UNIT 3A LEGEND TOP OF EXPOSED WALL EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT 8165M + PROPOSED SPOT ELEVATION 8170-- PROPOSED CONTOURS PROPOSED CURB AND GUTTER TOP OF EXPOSED WALL PROPOSED STRUCTURAL WALL, REINFORCED WAL & BOULDERS Stacked Boulders Cx Reinforced MSE EXISTING Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 = 10 VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 10' EXISTING GROUND 8211 821.' 820! 820 8201 8191 819: DATUM ELEV Mffiffiftj Lf 0 O 00 POSED WALL TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 3A 8196 8192 8188 8184 8180 8176 8172 8168 DATUM ELEV 8165.00 LO h 0 m F0 7AT TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8220 - TOP OF EXPOSED WALL AT PROPOSED ELEVATION - EXISTING GROUND 8216 -EXIST-ING-GI 8216 r� rl� 0) 00) co 0) 00 4J "'� 11 � 0 00 0, Co 00 C! h q Co co 0 m OD 00 Co Co 8220 EXISTING GROUN - TOP F EXPOSED WALL 8212 8212 POSED ELEVATION 8216 1 f 3208 8208 _ 8212 EXISTING GROUND 8204 8204 8208 3TING GROUND BOTTOM OF EXPOSED WALL 8200 - B0TTOM` - OF - 7DPOSED - WALt 8266' AT PROPOSED ELEVATION 8204 __AT_P_ROP0qFr Fj EVATLOR XP SED WALL --AT-PRQPQS[D-I".LEVATION DATUM AW DATUM AW - DATUM ELEV 8195.00 8195.00 8200.00 0 V) Co r- LO 0 U 0) 0 OC) U 0 U 0 Ul) 0 no O N N U? h h L Q r*'� O) (o r� 0 r, 0 (o U) r- (0 0 o a) 0 LO a) d a) 00) 00) C3 6 00 000 0 0 0 0 0 Cq 04 C14 C11 N N cli & N F4 cli "D co 1 w w CC) CC) Co Co Co 00 CO 00 00 co CO CO co 00 Co M 0+ 00 z 10 J 0+00 10 20 - z 0+00 -1 10 TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) WALL D UNIT 3A (TYPIC L" (TYPICAL_ &L F UNIT 3A TOP OF EXPOSED WALL 7AT - BOTTOM OF --- --AT-PR-OP-GS::D--EL-E-VAT40N- -- XPOSED WALL -EXIST-ING-GI r� rl� 0) 00) co 0) 00 4J "'� 11 � 0 00 0, Co 00 C! h q Co co 0 m OD 00 Co Co In o r,q 600 mco Co CO 0+00 10 20 30 BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION {TYPICAL) WALL H UNIT 3A OORS C FFM DRIVE ��Z'-j 0 q D X -0 0- N C 0 N r C14 CL 0 Of IL < (D ro '0 > 0 ! f�f'�Ir�'1 hNAna 41.0+ 44 42 8240 38 SEE LANDSCAPE PLANS FOR SITE WALL INFORMATION AND ADDITIONAL DETAILS AND NOTES ' , �,�, f %�``,�' I 99.8 +1 99.911/ f � r 99. # SEE" � ! +22.5 17.4+ 19.7+ 18 — — 20.0 WORK • 825: 8241 824 8241 823 823: 8221 822 822 821 821: 820 DATUM ELEV 0+00 SECTION AA UNIT 4A 8264 8260 8256 8252 8248 8244 8240 8236 8232 8228 8224 E3220 DATUM A�9I 8215.00 0+00 SECTION EE UNIT 4A TOP OF EXPOSED WALL BOTTOM OF EXPOSED WALL 8248 8228 AT PROPOSED ELEVATION DATUM ELEV 8232 -----A-T--PROP 8- 82281 00 8224 O� C� rl: rl� C� 8228 t10 C L0 N BOTTOM OF EX POS ED EXISTING GROUND 04 N 8224 00 00 00 Co 00 CO 8220 1D "Z TOP OF EXPOSED WALL T PROPOSED ELEVATION 8220 AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) NN WALL G UNIT 4A 00 00 w 00 00 W 0+0 O 10 20 z BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION 8216 (TYPICAL) WALL H UNIT 4A 8216 8212 8212 BOTTOM OF EXPOSED WALL 8208 AT PROPOSED ELEVATION 8208 --130-TT-OM--GF EXPOSED ' 'I' DATUM ELEV AT PROP ELEVATION 8205. DATUM ELEV 8205.00 Co 0 C! 0 0 0 C� 00 N U') 0 � - r � C � C � 1q : P� 04 04 N 04 N C �2 N 200) 00 00 00 OD 00 Co F4 04 !t N N C C Cq C'j N m Co 00 00 m 00 Co Co X \ 0+00z 10 '\\ I I 0+00 10 20 z TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION BOTTOM OF EXPOSED WALL PROPOSED ELEVATION (TYPICAL) TOP OF WALL AT AT PROPOSED ELEVATION (TYPICAL) PROPOSED ELEVATION (TYPICAL) (TYPICAL) WALL A UNIT 4A WALL B UNIT 4A TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8240 8236 8232 8228 8220 BOTTOM OF EXPOSED WALL 8248 AT PROPOSED ELEVATION DATUM ELEV 8232 -----A-T--PROP 8- 82281 00 00 t10 0 O� C� rl: rl� C� 8228 t10 C L0 N BOTTOM OF EX POS ED ---A-T-PROP-D 04 N C N N N 00 00 00 Co 00 CO + 0 0 0 1D "Z BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) NN WALL G UNIT 4A VERTICAL SCALE: 1" = 10' HORIZONTAL SCAL 10' TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8224 8220 1 1 EXISTING GROUND 8216 --- \BOTTOM OF EXPOSED WALL 8212 AT PROPOSED ELEVATION DATUM ELEV 8210.00 Co C q W CE U� N (N C*4 C 00 Co co 00 0+0 TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) WALL C UNIT 4A EXISTING GROUND 8248 TOP OF EXPOSED WALL 8232 -----A-T--PROP —7 82281 EXISTING GROUND AND PROPOSED 8232 8224 8228 8220 BOTTOM OF EX POS ED ---A-T-PROP-D 3ED-ELEVATION- DAT0M ELEV 8215-00 rl� r- d N V) Cq Cq 00 00 00 00 00 00 O� V� G! C� 0 �" It C4 d V d t* "t NN NN N NN NN N N NN NN 00 00 00 00 w 00 00 W 0+0 O 10 20 z BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) WALL H UNIT 4A 822 822( 8211 821 8201 DATUM ELEV TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL} WALL I UNIT 4A 0 h 1 00 0+00 SECTION GG UNIT 4A LL- TOP OF EXPOSED WALL < 8236 - 8232 8228 8224 8220 8216 8212 DATUM ELEV 6210.00 U) h 0 V) N Go --AT-PROPOSED--ELEVA- flON— 8248 8244 EXISTING SPOT ELEVATION 8240 EXISTING CONTOURS EXISTING GROUND AND PROPOSED 8232 BUILDING FOOTPRINT 8228 BOTTOM OF --A-T-PROFIG-S �XPO WALL ED-ELEVATION-- PROPOSED CONTOURS ---- PROPOSED CURB AND GUTTER 1-- O , Co 00) N V) Cq N 00 CO rl� r- d N V) Cq Cq 00 00 r- o C5 r) n N Cq 00 DD 0 C14 6 V) Cq 00 0+00 10 20 TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) WALL E UNIT 4A 822( 8211 821: 8201 820 DATUM ELEV !-Trfrfx#1A TOP OF WALL AT PROPOSED ELEVATION (TYPICAL) 8264 8260 8256 8252 8248 8244 8240 8236 8232 8228 8224 8220 DATUM ELEV 8275. 00 0 00 0+00 SECTION DD UNIT 4A 824 8241 823 823; 822 822 822 8211 821, 820 820 820 DATUM ELEV 8195.00 AT PROPOSED ELEVATION WALL J UNIT 4A TOP OF EXPOSED WALL AT PROPOSED ELEVATION LEGEND 8248 8244 EXISTING SPOT ELEVATION 8240 EXISTING CONTOURS Q EXISTING AND PROPOSED 8232 BUILDING FOOTPRINT 8228 PROPOSED SPOT ELEVATION ---8 170 PROPOSED CONTOURS 8220 PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, 8216 REINFORCED WALL & BOULDERS @al Stacked Boulders 00 00 Rei nforced MS czc== Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 = 10' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 10' 8240 8236 8232 8228 8224 G 8220 --B-O=DM-DE- SED--WALL- AT PROPOSED ELEVATION DATUM E§91 -- ---- 8215.00 Co m U) 0 h r- r- It rl- C14 L6 cli L6 N N n V) n to V) Co 4 04 C4 C 04 C N Co 00 Co Co '1 00 00 r 0+ ;a 10 20 � TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) WALL F UNIT 4A 10 h 0) 0 C 00 8252 8248 8244 EXIS 8240 8236 "F DF-OQED ELFNAI 8232 .. ... .... . 8228 C " 00 11 ---' - - -3�- 8224 LO 0 n . N N 04 N co Co 1 8220 8216 BEW=821 K50- 8212 8208 DATUM ELEV 81?05. 824! 824 824( 8231 823,' 8221 822 822( 8211 821 8201 820 DATUM ELEV 8200.00 0+00 SECTION FF UNIT 4A 8228 13224 8220 8216 8212 DATUM ELEV 8- C\1 N 00 826 825 825: 824 824. 824 823 823: 822 822 822 821 821 DATUM ELEV 0+00 SECTION BB UNIT 4A - "EX POSE D AT-PROPOSED-ELEVATI 0 T All tU EXIS ING GROUND ---- BO - TTQf A TP "F DF-OQED ELFNAI VALL - 0 00) (R C� ( D V) N N c o 00 1 Z LO 0 n . N N 04 N co Co 1 LO CC) I? 0 0 C C Co Co 0 O� 0) F 4 Co 0 +a0 10 20 z BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) WALL D UNIT 4A DRIVL GOI < - 0 T All tU , :5 SITE CHALET RET. wALL PLAN PRO. A 42 E SCALE: 1" = 10' TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0+00 SECTION CC UNIT 4A TOP OF EXPOSED WALL � 99. � 99.8 + f 99.9 99.92 , f + o +2 i i i mull r • ....__ . . . - WALL N UNIT 5 K' A UNIT 5A ` 8236 " 89.5+ _ WALL L � �� 8232 01.$± f ___ UNIT 5A 3 !.20 �; ---- �" 9; ` H 02. 8228 + 2.4 / ` �• ° + 8224 (' 02.1 .� It •42 s22o .V $ ' $ 0 r , 9 + o r 'Ir % ` r . ,i r ° '/ / �` °` f r - ` 8216 r ,r ,,�;•' / /,�.r, r' \ 3.8 % 2�3 /2 jj °j /j f; ` r i` '` ' F� 0 +36.99 8212 / rr� r I �. /1(J' M1_ 6A r AA ✓ ',/ �' _ ! � f r .r !/` r` ff. 0 r r F l f r / r ' f {.5.0 r s f - TW0 8208 + r' r y .r % A �.r 199.67 - 8204 +0 4.92 r fiE')(TR 1.70/0 8200 U 00 - -- G,4A}, Q , f f f ,!��' �� .f - / / , /r r ,�, ,, ,� ,�� ,.f` Z •42 x +82 0 • ` 0 0 ,. { J/ r` r r + r 0 .o ` rr Ij ITi5 r rr fr . T'� / / / / r'r''f i f r, 99 / / ` # $ R r f f 8196 WALL K nn i • +19. 0 • to 0 N 00 N= 8204.80 0 +00 SECTION AA - UNIT 5A d- r Q to LL_ 0 =..N. -. O. J O - J N _ _� .- 1I-_____. w _ ar� _ . �, 0 3 II BEW= 8217.38 W= 8216.78 N M N 00 _ 0 +00 3.0 SECTION EE - UNIT 5A 8224 8220 8216 TOP OF EXPOSED WALL 8212 AT PROPOSED ELEVATION 8208 8208 8204 8204 8200 �~ 8200 8196 EXISTING GROUND 8196 8192 -- - 8192 DATUM ELEV DATUM ELEV 8190.00 8190. 00 h h O N U)N OLq 00 00 00 00 O 00 N OO 00 Co N N 00 OO 0 +00 10 0 +00� TOP OF WALL WALL A - UNIT 5A PROPOSED ELEVATION (TYPICAL) 8248 f 8244 _ I 3 7 767.86 8240 GR OUND EXISTING CONTOURS r 8236 c, 8232 I (I - 8228 AT to PROPOSED CURB AND GUTTER 8224 `r r o REINFORCED WALL & BOULDERS 8220 Stacked 8212 r 8216 2 It MSE 8212 BEW= 8204.86 8208 FOR TYPES OF ROADS, WALKS, WALLS ETC. 8204 00 BEW = 8187.00 DATUM ELEV - 8200.00 - 0$ 0 Co N= 8204.80 0 +00 SECTION AA - UNIT 5A d- r Q to LL_ 0 =..N. -. O. J O - J N _ _� .- 1I-_____. w _ ar� _ . �, 0 3 II BEW= 8217.38 W= 8216.78 N M N 00 _ 0 +00 3.0 SECTION EE - UNIT 5A 8224 8220 8216 TOP OF EXPOSED WALL 8212 AT PROPOSED ELEVATION 8208 8208 8204 8204 8200 �~ 8200 8196 EXISTING GROUND 8196 8192 -- - 8192 DATUM ELEV DATUM ELEV 8190.00 8190. 00 h h O N U)N OLq 00 00 00 00 O 00 N OO 00 Co N N 00 OO 0 +00 10 0 +00� TOP OF WALL WALL A - UNIT 5A PROPOSED ELEVATION (TYPICAL) � L_.__ _ I 3 7 767.86 - GR OUND EXISTING CONTOURS M 4 o c, -. I (I - Co N AT to PROPOSED CURB AND GUTTER Lq PROPOSED STRUCTURAL WALL, o REINFORCED WALL & BOULDERS _ Stacked 8212 Boulders COCO J It MSE BEW= 8204.86 ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. - 00 BEW = 8187.00 00 - - h 0 N 00 _4 tt3 c6 , 00 8216 _ BEW =8202. 8216 BEW= 82 02.86 _ BEW=82 _ r 0 N 0'i 0 N 00 N= 8204.80 0 +00 SECTION AA - UNIT 5A d- r Q to LL_ 0 =..N. -. O. J O - J N _ _� .- 1I-_____. w _ ar� _ . �, 0 3 II BEW= 8217.38 W= 8216.78 N M N 00 _ 0 +00 3.0 SECTION EE - UNIT 5A 8224 8220 8216 TOP OF EXPOSED WALL 8212 AT PROPOSED ELEVATION 8208 8208 8204 8204 8200 �~ 8200 8196 EXISTING GROUND 8196 8192 -- - 8192 DATUM ELEV DATUM ELEV 8190.00 8190. 00 h h O N U)N OLq 00 00 00 00 O 00 N OO 00 Co N N 00 OO 0 +00 10 0 +00� TOP OF WALL WALL A - UNIT 5A PROPOSED ELEVATION (TYPICAL) � L_.__ _ I 3 7 767.86 - GR OUND EXISTING CONTOURS M 4 o c, C 1 I (I - Co N AT 3214.50 ot-ry 8236 8232 8228 8224 8220 8216 8212 8208 8204 8200 8196 8192 DATUM ELEV 8190.00 0 tt3 0) 0 N 00 0 +00 SECTION BB - UNIT 5A 8241 824 824 823 823: 8221 822 8221 821 821: 820; 820 DATUM ELEV 0 +00 SECTION FF - UNIT 5A 8224��ur _.r zcruatt z uua u AT PR OPO, E_D ELEVA _ TOP OF EXPOSED WALL 8220 - AT PROPOSED ELEVATION 8216 8212 8208 8204 8200 DATUM ELEV 8195.00 C 0 c C UJ N c 0 « SECTION GG - UNIT 5A 822 822( 821, 821: 8201 820 820 8191 819: 8181 9.50 818 818 DATUM ELEV Am0F6 � L_.__ _ I 3 7 767.86 EXISTING SPOT ELEVATION GR OUND EXISTING CONTOURS M 4 o c, C 1 I (I V_ O 00 1 „ to PROPOSED CURB AND GUTTER Lq PROPOSED STRUCTURAL WALL, AT PROPOSED ELEVATION REINFORCED WALL & BOULDERS N N 4 ICJ N 00 00 Stacked 8212 Boulders COCO Reinforced O MSE BEW= 8204.86 ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. - 00 BEW = 8187.00 00 - - h 0 N 00 0 +00 SECTION BB - UNIT 5A 8241 824 824 823 823: 8221 822 8221 821 821: 820; 820 DATUM ELEV 0 +00 SECTION FF - UNIT 5A 8224��ur _.r zcruatt z uua u AT PR OPO, E_D ELEVA _ TOP OF EXPOSED WALL 8220 - AT PROPOSED ELEVATION 8216 8212 8208 8204 8200 DATUM ELEV 8195.00 C 0 c C UJ N c 0 « SECTION GG - UNIT 5A 822 822( 821, 821: 8201 820 820 8191 819: 8181 9.50 818 818 DATUM ELEV Am0F6 VERTICAL SCALE; 1 = 10 VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 10' TOP OF EXPOSED WALL 1 8224 ( € EXISTING GROUND AT PROPOSED ELEVATION - -_ - -- - - -- - - TOP OF EXPOSED WALL 8216 - - -1 8216 -- - - - € _ TOP OF EXPOSED WALL AT PROPOSED ELEVATION TOP OF EXPOSED WALL BOTTOM OF EXPOSED LEGEND l 767.86 EXISTING SPOT ELEVATION GR OUND EXISTING CONTOURS EXISTING AND PROPOSED 8220 BUILDING FOOTPRINT EXPOSED WALL PROPOSED SPOT ELEVATION AT PROPO PROPOSED CONTOURS „ to PROPOSED CURB AND GUTTER Lq PROPOSED STRUCTURAL WALL, AT PROPOSED ELEVATION REINFORCED WALL & BOULDERS N N 4 ICJ N 00 00 Stacked 8212 Boulders COCO Reinforced O MSE Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE; 1 = 10 VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 10' TOP OF EXPOSED WALL 1 8224 ( € EXISTING GROUND AT PROPOSED ELEVATION - -_ - -- - - -- - - TOP OF EXPOSED WALL 8216 - - -1 8216 -- - - - € _ TOP OF EXPOSED WALL AT PROPOSED ELEVATION TOP OF EXPOSED WALL BOTTOM OF EXPOSED -- l _ EX {STING GR OUND _ _ ._ --- 8220 BOTTOM OF EXPOSED WALL _ __ _0_. _ Q 00 AT PROPO ED ELEVATION 8224 -- to -- - Lq 8220 AT PROPOSED ELEVATION 8212 N N 4 ICJ N 00 00 N N 4 Ui CA 00 Co 8212 OO E-X+sTFN'G•--GR ` aUl O 0) - 00 BEW = 8187.00 00 - - 0 tt3 c6 �` 00 8216 8216 _ r 8220E 8208 BOTTOM F EXPOSED WALL 8208 ���� ��� - 8�? OTvt�F �- "WAI�L� - - AT PROPOSED ELEVATION ---A ROSE�D� -- €L ATION 8212 - EXIS iNG GROUND 8216 8212 -- ---- - EXISTING GROUND 8204 - 8204 - BO TTOM OF EXPOSED W L - - - - - - --- -- - - -- -- -- -- - - EXISTING GROUND 8208 A `I" - f�F't ��P�S�D E`L�VAT �I� - 8208 ._...__. 8212 SO'f MM O 1 OSED -A BOTTOM OF EXPOSED WALL 8200 - - -- 8200 ---- A-T PRO SED- ELE-VA-T-{0 - - - - °- - 8204 $204 AT PROPOSED ELEVATION 8208 DATUM E &* DATUM ELEV DATUM ELEV _ DATUM ELEV DATUM ELEV 8195.00 8195.00 8200.00 8205.00 8200.00 OO 00 it30 in0 U)0 00 00 OO 00 00 113 LO W) n0 n 00 in OO OO NN hO hO hO U? U) tr)U) U)tt3 totfl hh h h h00 h0 r1- (0 N O -' N d-N OO 0 t 0n 0 L 0<#- 0 d O O4 64 O 4 0 07 000 O h U) 0) N N N N .- N - N F N .- N .- N - N �- N r- N <- N .- N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O 00 00 00 00 Co 00 00 a) 00 00 Co 00 00 Oa c0 00 00 Do 00 co m 00 c0 O 00 00 00 00 co N Afi Pfi t3POSED E t/ATtON BOTTOM OF EXPOSED -- fi PROPOS EX {STING GR OUND --- BOTTOM OF EXPOSED WALL _ __ _0_. _ Q 00 AT PROPO ED ELEVATION O -' 00 to 0 Lq to N N 4 ICJ N 00 00 N N 4 Ui CA 00 Co N Lo N 4 uj Co Co TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8216 EXISTING GROUND 8212 8208 8204 - -- - -BO-T M-- OF---E -XR SED- WAL -L - - -- AT RROPOSED ELEVATION DATUM ELEV 8,200.00 N 00 O `- ON 00 4 00 U� O 0 O O Co Co 00 a7 00 00 � 00 00 0 +00 0 +00 10 20 0 +00 10 20 0 +00 10 2Q 30 0 +00 10 20 0 +00 10 20 0 +00 TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL WALL. D - UNIT 5A PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION WALL C -UNIT 5A (TYPICAL) WALL E - UNIT 5A (TYPICAL) WALL F - UNIT 5A (TYPICAL) (TYPICAL) WALL H - UNIT 5A (TYPICAL) WALL I - UNIT 5A WALL G - UNIT 5A TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8208, - - - - 8204 8200 _._. 8196 - EXLSTIN.G GRn 8192 -B0 M_ OE_ _OSED,__WALL AT PROPOSED ELEVATION 8188 - DATUM ELEV w -° 8165.00 00 LO h h O om t. O� r t d O O h LO d �t d 1n ,- U) f UJ QO W OO OO 00 00 Co OD co OO 0 +00 10 20 30 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) WALL J - UNIT 5A 8204 8200 8196 8192 8188 8184 BOTTOM_OF EXPOSED- WALL_ - AT PROPOSED ELEVATI DATUM ELEV 8180.00 C3 to n0 n0 OR Oh I-- V) CO tt? coo 000 0 UJ Q 0O 000 OCo F- Co CO � � Co Co 00 tXT 00 OO 0 +00 10 20 30 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) WALL K - UNIT 5A 820 820( 819, 819: 8181 818 818( DATUM E P 8175.00 r N 824 824 823 823: 822 822 822 821 821: 8201 820 820 DATUM ELEV 8195.00 8244 8240 8236 8232 8228 8224 8220 8216 8212 8208 8204 8200 DATUM ELEV 6195.00 0 O N Co 0 +00 SECTION DD - UNIT 5A 8224 8220 8216 8212 8208 8204 8200 8196 8192 8188 8184 8180 DATUM ELEV 8175.00 0 0) t0 CO O Q +00 819: 8181 818 8181 DATUM ELEV 8175.00 C TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL L - UNIT 5A CHALET AT THE LODGE AT VAIL UNIT 5A TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL M - UNIT 5A TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8208 8204 8200 8196 8192 8188 8184 DATUM ELEV 8180.00 O 0 to 00 00 BOTTOM OF EXPOSED -- fi PROPOS 'P LEVATtON - --- < 00 0) _ __ _0_. _ Q 00 O -' 00 to 0 Lq to OO N 00 O 0) 00 00 BEW = 8187.00 00 - 0 tt3 c6 00 00 Q +00 819: 8181 818 8181 DATUM ELEV 8175.00 C TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL L - UNIT 5A CHALET AT THE LODGE AT VAIL UNIT 5A TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL M - UNIT 5A TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8208 8204 8200 8196 8192 8188 8184 DATUM ELEV 8180.00 O 0 to 00 00 BOTTOM OF EXPOSED -- fi PROPOS 'P LEVATtON - --- -- O -' 00 ! •i U 10 tco t0 0 O n 1� d 0 00 00 10 20 TOP OF WALL AT PROPOSED ELEVATION (TYPICAL) AT AUG 2 7 2007 �AEbl,lllt olar�cit� GORE 01-, F DRIVE; s 1 t'a 1- + i 0 +00 SECTION CC - UNIT 5A 0 +00 SECTION HH - UNIT 5A TOP OF EXPOSED WALL AT PROPOSED ELEVATION WALL B - UNIT 5A TOP OF EXPOSED WALL AT PROPOSED ELEVATION TOP OF EXPOSED WALL AT PROPOSED ELEVATION BOTTOM OF EXPOSED WALL fi PROPOS 'P LEVATtON O to 0 Lq to OO N 00 O 0) 00 00 00 00 00 AT AUG 2 7 2007 �AEbl,lllt olar�cit� GORE 01-, F DRIVE; s 1 t'a 1- + i 0 +00 SECTION CC - UNIT 5A 0 +00 SECTION HH - UNIT 5A TOP OF EXPOSED WALL AT PROPOSED ELEVATION WALL B - UNIT 5A TOP OF EXPOSED WALL AT PROPOSED ELEVATION TOP OF EXPOSED WALL AT PROPOSED ELEVATION U) a) IL 00 CV r` 0 0 N r N 3 a E- z J J r 0 8 7.5' UN 5 . 42 $ � 4 ,* 0 4 8 X9 0 { �4 3.8% \ A lL A 85.7.: + 4 , TViI; 20083 7 199.67 - y. +' 1.7010Z f�` } ,90�� 20Q �2 .90 +8 20 ���� 9 •*" � _--- / i' 1 f uu 99. ' L,,' 8200.5 WALLA P H O UNIT 6A �? / 200.25 r 9 f 201.50 + 1.92 f ` 201.7 f' CY I E ,{ +4.8 .60 01.2 r f r 8 / 2 t�4.92 tea 0 i 02 1' s i� d 1� • i c' �� II► Illy" ' l � �I� ' • TW 92.0 VERTICAL SCALE: 1" = 10' • 3 HORIZONTAL SCALE: 1" = 10' +. SECTION AA - UNIT 6A 92 s- l C a 8224 8220 8216 8212 8208 8204 8200 8196 8192 8188 8184 8180 DATUM ELEV 8175.00 0 rn 00 00 J EXISTIN GROUND i r 0 +00 10 0 0 +00 10 0 +00 10 0 +00 10 20 0 BOTT01v OF EXPOSED ALL 0 +00 1 10 T TOP OF WALL AT B BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION AT PROPOSED ELEVATION TOP OF WALL AT BOTTOM OF EXPOSED WALL T TOP OF WALL AT BOTTOM OF EXPOSED WALL T TOP OF WALL AT B BOTTOM OF EXPOSED WALL P J Ci J <00 N rn 0) J C; �. __ _ _J Q00 N AT PROPOSED ELEVATION ( (TYPICAL) ( (TYPICAL) i0 N I O - O) WALL B UNIT 6A W d 4 WALL D UNIT 6A W O 0 N 1' s i� d 1� • i c' �� II► Illy" ' l � �I� ' • TW 92.0 VERTICAL SCALE: 1" = 10' • 3 HORIZONTAL SCALE: 1" = 10' +. SECTION AA - UNIT 6A 92 s- l C a 8224 8220 8216 8212 8208 8204 8200 8196 8192 8188 8184 8180 DATUM ELEV 8175.00 0 rn 00 00 O +00 822; 822 822+ 8211 821: 820 820 820+ 819 819: 818 DATUM ELEV 8185.00 0 +00 SECTION DD - UNIT 6A TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8216 -° TOP OF EXPOSED WALL <t AT PROPOSED ELEVATION - - 8212 �w - TOP F EXPOSED WALL 8212 TOP OF EXPOSED WALL TOP OF EXPOD WALL r 8208 - -- 8208 "f }U(OS ELEVATION 8212 -° ! AT ' POSED ELEVATION___ AT PRt3Pt7SED EVATION �, _._._,_.._......._.. �..._... k $208 ..___ ,_._ .,_ 8208 4�.. _ __w -- TOP OF EXPOSED WALL 8204 - 8204OW =7 75 ; AT PROPOSED ELEVATION 4 �.�.�...� {�,.,'�.`�., �.,.`_"� $208. .�, �.�,. � e.._,. �....�. .�� _.�_w_.__.._,,.._..., � ,.mu.__...� 8216 ... _ 8204 - _�. ,._� w _._ ._ q. .._ . TOW 4 9� 820 8200 8200 TT~ 8204 - EXI.STIN GROUND 8212 BOTTOM OF EXPOSED WALL BOTTOM OF EXPO ED WALL EXISTI GR OUND AT PROPOSED ELEVATION ED 8200 - AT PROF' - E - VATION 8200 __._ 8196 ---- --- $196 - -- - $200 BOTTOM OF EXPOSED WALL 820$ _ _ _ -_ __. _ AT PROPOSED ELEVATION BOTTOM OF E POSED WAL`� 8192 __ _ _ - 8192 8196 _._ $204 N R TIN XI ESG GROUND _ _ __ __. v _ BOTTOM OF XPOSED WALL EXISTING GROUND _ 8192 - EXISTiNG�GR � UND ---- 8192 ----- 8188 8188 __._..__..._. $192 82QQ EXISTING �--- - -- NG GR UND _ . _ 81$8 ° .__- _._.._.._. 818$ 8184 - 8184 - - - - 81$8 _ _ __. ___ .____. DATUM ELEV - ___._.___,___ ___ ___ DATUM ELEV _ .__..__ rm. _.__ _ . , . _.. _ _ .. ._.._ DATUM ELEV DATUM ELEV _ DATUM ELEV DATUM ELEV _.._._..... _ 8185.00 8185.00 8195.00 8180.00 8180.00 8185.00 00 0 n 0 0 Un 0 LO LO ,n O 0 nn n n rn 0)N n OU nrn 0 to 0 _ 0 R N) h0 nn U-)O O 0000 O nC0 n n 0 00 n n - non rnN>rn0 00 00 00 00 00 00 N N N N N N N N N N N N N N O CV Ci N , N N 0 O 0000 co w Co 00 OD OD 00 Co 00 00 Co c0 CQ 00 Co 00 00 Co Co 00 00 00 C0 00 Co Co co 00 co 3.50 8232 8228 8224 8220 8216 8212 8208 8204 8200 8196 8192 8188 DATUM ELEV 8185.00 0 i� O N 00 0 +00 SECTION BB - UNIT 6A 822 822( 821( 821: 820; 820 820( 819( 819: 818; 818 81 8( DATUM ELEV 8175.00 824(' 823 823. 822 822 822{ 8211 821: 8201 820. 8201 8191 819; DATUM ELEV r:��•Jf'Til�i 0 +00 SECTION EE - UNIT 6A J EXISTIN GROUND i 0 +00 10 0 0 +00 10 0 +00 10 0 +00 10 20 0 BOTT01v OF EXPOSED ALL 0 +00 1 10 T TOP OF WALL AT B BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION AT PROPOSED ELEVATION TOP OF WALL AT BOTTOM OF EXPOSED WALL T TOP OF WALL AT BOTTOM OF EXPOSED WALL T TOP OF WALL AT B BOTTOM OF EXPOSED WALL P J Ci J <00 N rn 0) J C; �. __ _ _J Q00 N AT PROPOSED ELEVATION ( (TYPICAL) ( (TYPICAL) i0 N I O - O) WALL B UNIT 6A W d 4 WALL D UNIT 6A W O 0 N 0 Gi N vi 0 0 N N 00 1_. 0 N co 0 N 00 O N In 0 Ca F i 0) 0 Up W 0) � �.� i BEW = 8187.00 BEW= 81 _ 0 Iq co Co 00 O +00 822; 822 822+ 8211 821: 820 820 820+ 819 819: 818 DATUM ELEV 8185.00 0 +00 SECTION DD - UNIT 6A TOP OF EXPOSED WALL AT PROPOSED ELEVATION 8216 -° TOP OF EXPOSED WALL <t AT PROPOSED ELEVATION - - 8212 �w - TOP F EXPOSED WALL 8212 TOP OF EXPOSED WALL TOP OF EXPOD WALL r 8208 - -- 8208 "f }U(OS ELEVATION 8212 -° ! AT ' POSED ELEVATION___ AT PRt3Pt7SED EVATION �, _._._,_.._......._.. �..._... k $208 ..___ ,_._ .,_ 8208 4�.. _ __w -- TOP OF EXPOSED WALL 8204 - 8204OW =7 75 ; AT PROPOSED ELEVATION 4 �.�.�...� {�,.,'�.`�., �.,.`_"� $208. .�, �.�,. � e.._,. �....�. .�� _.�_w_.__.._,,.._..., � ,.mu.__...� 8216 ... _ 8204 - _�. ,._� w _._ ._ q. .._ . TOW 4 9� 820 8200 8200 TT~ 8204 - EXI.STIN GROUND 8212 BOTTOM OF EXPOSED WALL BOTTOM OF EXPO ED WALL EXISTI GR OUND AT PROPOSED ELEVATION ED 8200 - AT PROF' - E - VATION 8200 __._ 8196 ---- --- $196 - -- - $200 BOTTOM OF EXPOSED WALL 820$ _ _ _ -_ __. _ AT PROPOSED ELEVATION BOTTOM OF E POSED WAL`� 8192 __ _ _ - 8192 8196 _._ $204 N R TIN XI ESG GROUND _ _ __ __. v _ BOTTOM OF XPOSED WALL EXISTING GROUND _ 8192 - EXISTiNG�GR � UND ---- 8192 ----- 8188 8188 __._..__..._. $192 82QQ EXISTING �--- - -- NG GR UND _ . _ 81$8 ° .__- _._.._.._. 818$ 8184 - 8184 - - - - 81$8 _ _ __. ___ .____. DATUM ELEV - ___._.___,___ ___ ___ DATUM ELEV _ .__..__ rm. _.__ _ . , . _.. _ _ .. ._.._ DATUM ELEV DATUM ELEV _ DATUM ELEV DATUM ELEV _.._._..... _ 8185.00 8185.00 8195.00 8180.00 8180.00 8185.00 00 0 n 0 0 Un 0 LO LO ,n O 0 nn n n rn 0)N n OU nrn 0 to 0 _ 0 R N) h0 nn U-)O O 0000 O nC0 n n 0 00 n n - non rnN>rn0 00 00 00 00 00 00 N N N N N N N N N N N N N N O CV Ci N , N N 0 O 0000 co w Co 00 OD OD 00 Co 00 00 Co c0 CQ 00 Co 00 00 Co Co 00 00 00 C0 00 Co Co co 00 co 3.50 8232 8228 8224 8220 8216 8212 8208 8204 8200 8196 8192 8188 DATUM ELEV 8185.00 0 i� O N 00 0 +00 SECTION BB - UNIT 6A 822 822( 821( 821: 820; 820 820( 819( 819: 818; 818 81 8( DATUM ELEV 8175.00 824(' 823 823. 822 822 822{ 8211 821: 8201 820. 8201 8191 819; DATUM ELEV r:��•Jf'Til�i 0 +00 SECTION EE - UNIT 6A 821: 8201 820 8201 DATUM ELEV 8195.00 0 O d O N 00 J EXISTIN GROUND 0 +00 10 0 0 +00 10 0 +00 10 0 +00 10 20 0 BOTT01v OF EXPOSED ALL 0 +00 1 10 T TOP OF WALL AT B BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION AT PROPOSED ELEVATION TOP OF WALL AT BOTTOM OF EXPOSED WALL T TOP OF WALL AT BOTTOM OF EXPOSED WALL T TOP OF WALL AT B BOTTOM OF EXPOSED WALL P PROPOSED ELEVATION P PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION P PROPOSED ELEVATION AT PROPOSED ELEVATION P PROPOSED ELEVATION A AT PROPOSED ELEVATION ( (TYPICAL) ( (TYPICAL) i0 N Zs Nc0 O O O) WALL B UNIT 6A W d 4 WALL D UNIT 6A W O 0 N 0 Gi N vi 0 0 N N 00 0 N 00 0 N co 0 N 00 O N In 0 Ca F p N- c0 0) 0 Up W 0) � N O Cq 00 821: 8201 820 8201 DATUM ELEV 8195.00 0 O d O N 00 _� .- . TOP OF EXPOSED .WALL_ 8200 8196 8208 _ _. 8208 EXI TIN,G GR9U D 8204 8200 8196 8192 DATUM ELEV 8190.00 n N (0 0) I 0 ,-T (?F EXf'O5ED A PROPOSE ELEVATION- _ - -�-- BOTTOM --01 EXPOSED-WALL- AT PROPO ED ELEVATION o r` U-) r`n 0 a- n d r " FO 00 00 F0 CO r - 8192 8204 ._ ----- .._.._.. _..__..._ --- 8188 8200 ..._.... _,_.w.. . _._ . _.. TOP OF EXPOSED WALL �� AT PROPOSED'�E1:E ATION 8184 8196 8180 8192 .._.. _ .. . __ .. .. __ ..._. DATUM ELEV DATUM ELEV 8188.00 8175.00 �° 00 0(o ao o u 0 0 0)0) 0) m 0) Co ) 0') Co 0) O500 E5 Co G ? 00 E 4SED LL r AT PROPOSED ELEVATION -' r .-OF -EXP S D- . 0 E LL AT PR P S VAT 0 ED ELE N 0 ° 0 0� 0 0 0° 0 0° O00 0) Co 0)00 0) 00 0) OD 00 00 0a a0 00 oD z - 00 1 'o 8200 AT PROPOSED ELEVATION $ 196 8196 I TOW 8192:75 8 2 5 r 8192 - 8192 _ - ._ . _. __.__ _ _ _ .. _ _.. _...._ . __ .__.. ___ _. ______....____ _ __.M __... __. ._ _. m 8188 w .,.__..__.. ... . ,. .___.._._..._ ... _ _.... _ m...__.. 8 88 s 8184 _ _ ._ .r. ._.__n - ..._.,.___ _. _.... _.. _ __ . 8184 --- BOTTOM F EXPOSED WALL EXISTING GROUND 8180 _,__� _. __ .r,.__ .. _ _ _. _ ..._.,. _ ._.._ _._ _ _..._____.. _ .__._._ _...._. _..._ .___ 81 AT PROPOSED ELEVATIO DATUM E _,. - ._,_. __ .._ _._.._..__.. __ ,. _... _ _.. _..... _..._. _.._. ... _.... ..w.. a... ..m.--r._ __. w_...... DATUM Ems' - p 6 8175.00 8175.00 0 0 nn P- r- r,rn �rn LO r- �`° hr`n. LO U') r"' 606 CV .- N O N O n (0 O n N r N n n 0) 00 a) 0) 0) 0) 0) 00 0a 00 00 0) co 0 OD 0) m 00 00 00 00 F U0 00 00 00 OO FO 00 C0 4D 00 Co 00 Co Co 20 30 40 50 60 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) WALL F UNIT 6A TOP OF XP WA E OSED LL EXISTING GROUND AT PROPOSED ELEVATION j 1 86.40 AT PROPOSE ELEVATION O 0 O 0 n 0 to 0 u� n n N7 n N? n n n ,n r- to n (D n t0 r (0 n C4 n C0 n C0 n ca a_r oD 00 co co 00 00 co co co 00 Co Co Co 00 Co Co 00 co 00 co 00 00 0 +00Z 10 20 0 +00z 10 0 +00 10 /� 20 30 40 0 +00 10 20 30 40 50 60 0 +00 10 20 30 40 50 f BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) WALL H UNIT 6A WALL I UNIT 6A WALL J UNIT 6A WALL K UNIT 6A WALL L UNIT 6A CHALET AT THE LODGE AT VAIL KNIT 6A 8204 8200 8196 8192 8188 8184 1$ 8 0 DATUM Eg'f 8175.00 LO 00 00 O 00 Co TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0 0 C0 0 N 00 k - I I I I Z_ ._ - _._ BOTTOM OF EXPOSED WALL _ ----- -- O h?O N30 too n0 tom 0 N} (D N) O 000 coo 000 CO O cD n co 00 n Co 0 Co n o0 r C5 r_� Ci r' 6 Ci a} C5 = 6 Cy Cx C> 6 c6 0 oD 000 0co 0 c 0 C 0 c 00n 0m 00) 0 C 0 N- N- N- N- N- N +° N CN N F N 00 00 00 CO cD Co 0? 00 00 co C0 Co GO 00 00 Co 00 00 00 00 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A 0 +00 10 0 0 +00 10 0 +00 10 0 +00 10 20 0 0 +00 0 0 +00 1 10 T TOP OF WALL AT B BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL AT PROPOSED ELEVATION AT PROPOSED ELEVATION TOP OF WALL AT BOTTOM OF EXPOSED WALL T TOP OF WALL AT BOTTOM OF EXPOSED WALL T TOP OF WALL AT B BOTTOM OF EXPOSED WALL P PROPOSED ELEVATION P PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION P PROPOSED ELEVATION AT PROPOSED ELEVATION P PROPOSED ELEVATION A AT PROPOSED ELEVATION ( (TYPICAL) ( (TYPICAL) (TYPICAL) ( (TYPICAL) ( (TYPICAL) WALL A UNIT 6A W WALL B UNIT 6A W WALL C U UNIT 6A W WALL D UNIT 6A W WALL E UNIT 6A 8200 8196 8208 _ _. 8208 EXI TIN,G GR9U D 8204 8200 8196 8192 DATUM ELEV 8190.00 n N (0 0) I 0 ,-T (?F EXf'O5ED A PROPOSE ELEVATION- _ - -�-- BOTTOM --01 EXPOSED-WALL- AT PROPO ED ELEVATION o r` U-) r`n 0 a- n d r " FO 00 00 F0 CO r - 8192 8204 ._ ----- .._.._.. _..__..._ --- 8188 8200 ..._.... _,_.w.. . _._ . _.. TOP OF EXPOSED WALL �� AT PROPOSED'�E1:E ATION 8184 8196 8180 8192 .._.. _ .. . __ .. .. __ ..._. DATUM ELEV DATUM ELEV 8188.00 8175.00 �° 00 0(o ao o u 0 0 0)0) 0) m 0) Co ) 0') Co 0) O500 E5 Co G ? 00 E 4SED LL r AT PROPOSED ELEVATION -' r .-OF -EXP S D- . 0 E LL AT PR P S VAT 0 ED ELE N 0 ° 0 0� 0 0 0° 0 0° O00 0) Co 0)00 0) 00 0) OD 00 00 0a a0 00 oD z - 00 1 'o 8200 AT PROPOSED ELEVATION $ 196 8196 I TOW 8192:75 8 2 5 r 8192 - 8192 _ - ._ . _. __.__ _ _ _ .. _ _.. _...._ . __ .__.. ___ _. ______....____ _ __.M __... __. ._ _. m 8188 w .,.__..__.. ... . ,. .___.._._..._ ... _ _.... _ m...__.. 8 88 s 8184 _ _ ._ .r. ._.__n - ..._.,.___ _. _.... _.. _ __ . 8184 --- BOTTOM F EXPOSED WALL EXISTING GROUND 8180 _,__� _. __ .r,.__ .. _ _ _. _ ..._.,. _ ._.._ _._ _ _..._____.. _ .__._._ _...._. _..._ .___ 81 AT PROPOSED ELEVATIO DATUM E _,. - ._,_. __ .._ _._.._..__.. __ ,. _... _ _.. _..... _..._. _.._. ... _.... ..w.. a... ..m.--r._ __. w_...... DATUM Ems' - p 6 8175.00 8175.00 0 0 nn P- r- r,rn �rn LO r- �`° hr`n. LO U') r"' 606 CV .- N O N O n (0 O n N r N n n 0) 00 a) 0) 0) 0) 0) 00 0a 00 00 0) co 0 OD 0) m 00 00 00 00 F U0 00 00 00 OO FO 00 C0 4D 00 Co 00 Co Co 20 30 40 50 60 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) WALL F UNIT 6A TOP OF XP WA E OSED LL EXISTING GROUND AT PROPOSED ELEVATION j 1 86.40 AT PROPOSE ELEVATION O 0 O 0 n 0 to 0 u� n n N7 n N? n n n ,n r- to n (D n t0 r (0 n C4 n C0 n C0 n ca a_r oD 00 co co 00 00 co co co 00 Co Co Co 00 Co Co 00 co 00 co 00 00 0 +00Z 10 20 0 +00z 10 0 +00 10 /� 20 30 40 0 +00 10 20 30 40 50 60 0 +00 10 20 30 40 50 f BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) WALL H UNIT 6A WALL I UNIT 6A WALL J UNIT 6A WALL K UNIT 6A WALL L UNIT 6A CHALET AT THE LODGE AT VAIL KNIT 6A 8204 8200 8196 8192 8188 8184 1$ 8 0 DATUM Eg'f 8175.00 LO 00 00 O 00 Co TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0 0 C0 0 N 00 k - I I I I Z_ ._ - _._ BOTTOM OF EXPOSED WALL _ ----- -- O h?O N30 too n0 tom 0 N} (D N) O 000 coo 000 CO O cD n co 00 n Co 0 Co n o0 r C5 r_� Ci r' 6 Ci a} C5 = 6 Cy Cx C> 6 c6 0 oD 000 0co 0 c 0 C 0 c 00n 0m 00) 0 C 0 N- N- N- N- N- N +° N CN N F N 00 00 00 CO cD Co 0? 00 00 co C0 Co GO 00 00 Co 00 00 00 00 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A - 8192 8204 ._ ----- .._.._.. _..__..._ --- 8188 8200 ..._.... _,_.w.. . _._ . _.. TOP OF EXPOSED WALL �� AT PROPOSED'�E1:E ATION 8184 8196 8180 8192 .._.. _ .. . __ .. .. __ ..._. DATUM ELEV DATUM ELEV 8188.00 8175.00 �° 00 0(o ao o u 0 0 0)0) 0) m 0) Co ) 0') Co 0) O500 E5 Co G ? 00 E 4SED LL r AT PROPOSED ELEVATION -' r .-OF -EXP S D- . 0 E LL AT PR P S VAT 0 ED ELE N 0 ° 0 0� 0 0 0° 0 0° O00 0) Co 0)00 0) 00 0) OD 00 00 0a a0 00 oD z - 00 1 'o 8200 AT PROPOSED ELEVATION $ 196 8196 I TOW 8192:75 8 2 5 r 8192 - 8192 _ - ._ . _. __.__ _ _ _ .. _ _.. _...._ . __ .__.. ___ _. ______....____ _ __.M __... __. ._ _. m 8188 w .,.__..__.. ... . ,. .___.._._..._ ... _ _.... _ m...__.. 8 88 s 8184 _ _ ._ .r. ._.__n - ..._.,.___ _. _.... _.. _ __ . 8184 --- BOTTOM F EXPOSED WALL EXISTING GROUND 8180 _,__� _. __ .r,.__ .. _ _ _. _ ..._.,. _ ._.._ _._ _ _..._____.. _ .__._._ _...._. _..._ .___ 81 AT PROPOSED ELEVATIO DATUM E _,. - ._,_. __ .._ _._.._..__.. __ ,. _... _ _.. _..... _..._. _.._. ... _.... ..w.. a... ..m.--r._ __. w_...... DATUM Ems' - p 6 8175.00 8175.00 0 0 nn P- r- r,rn �rn LO r- �`° hr`n. LO U') r"' 606 CV .- N O N O n (0 O n N r N n n 0) 00 a) 0) 0) 0) 0) 00 0a 00 00 0) co 0 OD 0) m 00 00 00 00 F U0 00 00 00 OO FO 00 C0 4D 00 Co 00 Co Co 20 30 40 50 60 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) WALL F UNIT 6A TOP OF XP WA E OSED LL EXISTING GROUND AT PROPOSED ELEVATION j 1 86.40 AT PROPOSE ELEVATION O 0 O 0 n 0 to 0 u� n n N7 n N? n n n ,n r- to n (D n t0 r (0 n C4 n C0 n C0 n ca a_r oD 00 co co 00 00 co co co 00 Co Co Co 00 Co Co 00 co 00 co 00 00 0 +00Z 10 20 0 +00z 10 0 +00 10 /� 20 30 40 0 +00 10 20 30 40 50 60 0 +00 10 20 30 40 50 f BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) WALL H UNIT 6A WALL I UNIT 6A WALL J UNIT 6A WALL K UNIT 6A WALL L UNIT 6A CHALET AT THE LODGE AT VAIL KNIT 6A 8204 8200 8196 8192 8188 8184 1$ 8 0 DATUM Eg'f 8175.00 LO 00 00 O 00 Co TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0 0 C0 0 N 00 k - I I I I Z_ ._ - _._ BOTTOM OF EXPOSED WALL _ ----- -- O h?O N30 too n0 tom 0 N} (D N) O 000 coo 000 CO O cD n co 00 n Co 0 Co n o0 r C5 r_� Ci r' 6 Ci a} C5 = 6 Cy Cx C> 6 c6 0 oD 000 0co 0 c 0 C 0 c 00n 0m 00) 0 C 0 N- N- N- N- N- N +° N CN N F N 00 00 00 CO cD Co 0? 00 00 co C0 Co GO 00 00 Co 00 00 00 00 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A E 4SED LL r AT PROPOSED ELEVATION -' r .-OF -EXP S D- . 0 E LL AT PR P S VAT 0 ED ELE N 0 ° 0 0� 0 0 0° 0 0° O00 0) Co 0)00 0) 00 0) OD 00 00 0a a0 00 oD z - 00 1 'o 8200 AT PROPOSED ELEVATION $ 196 8196 I TOW 8192:75 8 2 5 r 8192 - 8192 _ - ._ . _. __.__ _ _ _ .. _ _.. _...._ . __ .__.. ___ _. ______....____ _ __.M __... __. ._ _. m 8188 w .,.__..__.. ... . ,. .___.._._..._ ... _ _.... _ m...__.. 8 88 s 8184 _ _ ._ .r. ._.__n - ..._.,.___ _. _.... _.. _ __ . 8184 --- BOTTOM F EXPOSED WALL EXISTING GROUND 8180 _,__� _. __ .r,.__ .. _ _ _. _ ..._.,. _ ._.._ _._ _ _..._____.. _ .__._._ _...._. _..._ .___ 81 AT PROPOSED ELEVATIO DATUM E _,. - ._,_. __ .._ _._.._..__.. __ ,. _... _ _.. _..... _..._. _.._. ... _.... ..w.. a... ..m.--r._ __. w_...... DATUM Ems' - p 6 8175.00 8175.00 0 0 nn P- r- r,rn �rn LO r- �`° hr`n. LO U') r"' 606 CV .- N O N O n (0 O n N r N n n 0) 00 a) 0) 0) 0) 0) 00 0a 00 00 0) co 0 OD 0) m 00 00 00 00 F U0 00 00 00 OO FO 00 C0 4D 00 Co 00 Co Co 20 30 40 50 60 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) WALL F UNIT 6A TOP OF XP WA E OSED LL EXISTING GROUND AT PROPOSED ELEVATION j 1 86.40 AT PROPOSE ELEVATION O 0 O 0 n 0 to 0 u� n n N7 n N? n n n ,n r- to n (D n t0 r (0 n C4 n C0 n C0 n ca a_r oD 00 co co 00 00 co co co 00 Co Co Co 00 Co Co 00 co 00 co 00 00 0 +00Z 10 20 0 +00z 10 0 +00 10 /� 20 30 40 0 +00 10 20 30 40 50 60 0 +00 10 20 30 40 50 f BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) WALL H UNIT 6A WALL I UNIT 6A WALL J UNIT 6A WALL K UNIT 6A WALL L UNIT 6A CHALET AT THE LODGE AT VAIL KNIT 6A 8204 8200 8196 8192 8188 8184 1$ 8 0 DATUM Eg'f 8175.00 LO 00 00 O 00 Co TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0 0 C0 0 N 00 k - I I I I Z_ ._ - _._ BOTTOM OF EXPOSED WALL _ ----- -- O h?O N30 too n0 tom 0 N} (D N) O 000 coo 000 CO O cD n co 00 n Co 0 Co n o0 r C5 r_� Ci r' 6 Ci a} C5 = 6 Cy Cx C> 6 c6 0 oD 000 0co 0 c 0 C 0 c 00n 0m 00) 0 C 0 N- N- N- N- N- N +° N CN N F N 00 00 00 CO cD Co 0? 00 00 co C0 Co GO 00 00 Co 00 00 00 00 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A 8200 AT PROPOSED ELEVATION $ 196 8196 I TOW 8192:75 8 2 5 r 8192 - 8192 _ - ._ . _. __.__ _ _ _ .. _ _.. _...._ . __ .__.. ___ _. ______....____ _ __.M __... __. ._ _. m 8188 w .,.__..__.. ... . ,. .___.._._..._ ... _ _.... _ m...__.. 8 88 s 8184 _ _ ._ .r. ._.__n - ..._.,.___ _. _.... _.. _ __ . 8184 --- BOTTOM F EXPOSED WALL EXISTING GROUND 8180 _,__� _. __ .r,.__ .. _ _ _. _ ..._.,. _ ._.._ _._ _ _..._____.. _ .__._._ _...._. _..._ .___ 81 AT PROPOSED ELEVATIO DATUM E _,. - ._,_. __ .._ _._.._..__.. __ ,. _... _ _.. _..... _..._. _.._. ... _.... ..w.. a... ..m.--r._ __. w_...... DATUM Ems' - p 6 8175.00 8175.00 0 0 nn P- r- r,rn �rn LO r- �`° hr`n. LO U') r"' 606 CV .- N O N O n (0 O n N r N n n 0) 00 a) 0) 0) 0) 0) 00 0a 00 00 0) co 0 OD 0) m 00 00 00 00 F U0 00 00 00 OO FO 00 C0 4D 00 Co 00 Co Co 20 30 40 50 60 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) WALL F UNIT 6A TOP OF XP WA E OSED LL EXISTING GROUND AT PROPOSED ELEVATION j 1 86.40 AT PROPOSE ELEVATION O 0 O 0 n 0 to 0 u� n n N7 n N? n n n ,n r- to n (D n t0 r (0 n C4 n C0 n C0 n ca a_r oD 00 co co 00 00 co co co 00 Co Co Co 00 Co Co 00 co 00 co 00 00 0 +00Z 10 20 0 +00z 10 0 +00 10 /� 20 30 40 0 +00 10 20 30 40 50 60 0 +00 10 20 30 40 50 f BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) WALL H UNIT 6A WALL I UNIT 6A WALL J UNIT 6A WALL K UNIT 6A WALL L UNIT 6A CHALET AT THE LODGE AT VAIL KNIT 6A 8204 8200 8196 8192 8188 8184 1$ 8 0 DATUM Eg'f 8175.00 LO 00 00 O 00 Co TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0 0 C0 0 N 00 k - I I I I Z_ ._ - _._ BOTTOM OF EXPOSED WALL _ ----- -- O h?O N30 too n0 tom 0 N} (D N) O 000 coo 000 CO O cD n co 00 n Co 0 Co n o0 r C5 r_� Ci r' 6 Ci a} C5 = 6 Cy Cx C> 6 c6 0 oD 000 0co 0 c 0 C 0 c 00n 0m 00) 0 C 0 N- N- N- N- N- N +° N CN N F N 00 00 00 CO cD Co 0? 00 00 co C0 Co GO 00 00 Co 00 00 00 00 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A 0 +00Z 10 20 0 +00z 10 0 +00 10 /� 20 30 40 0 +00 10 20 30 40 50 60 0 +00 10 20 30 40 50 f BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT BOTTOM OF EXPOSED WALL TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION TOP OF WALL AT AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION AT PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) WALL H UNIT 6A WALL I UNIT 6A WALL J UNIT 6A WALL K UNIT 6A WALL L UNIT 6A CHALET AT THE LODGE AT VAIL KNIT 6A 8204 8200 8196 8192 8188 8184 1$ 8 0 DATUM Eg'f 8175.00 LO 00 00 O 00 Co TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0 0 C0 0 N 00 k - I I I I Z_ ._ - _._ BOTTOM OF EXPOSED WALL _ ----- -- O h?O N30 too n0 tom 0 N} (D N) O 000 coo 000 CO O cD n co 00 n Co 0 Co n o0 r C5 r_� Ci r' 6 Ci a} C5 = 6 Cy Cx C> 6 c6 0 oD 000 0co 0 c 0 C 0 c 00n 0m 00) 0 C 0 N- N- N- N- N- N +° N CN N F N 00 00 00 CO cD Co 0? 00 00 co C0 Co GO 00 00 Co 00 00 00 00 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A 8204 8200 8196 8192 8188 8184 1$ 8 0 DATUM Eg'f 8175.00 LO 00 00 O 00 Co TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0 0 C0 0 N 00 k - I I I I Z_ ._ - _._ BOTTOM OF EXPOSED WALL _ ----- -- O h?O N30 too n0 tom 0 N} (D N) O 000 coo 000 CO O cD n co 00 n Co 0 Co n o0 r C5 r_� Ci r' 6 Ci a} C5 = 6 Cy Cx C> 6 c6 0 oD 000 0co 0 c 0 C 0 c 00n 0m 00) 0 C 0 N- N- N- N- N- N +° N CN N F N 00 00 00 CO cD Co 0? 00 00 co C0 Co GO 00 00 Co 00 00 00 00 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A TOP OF EXPOSED WALL AT PROPOSED ELEVATION 0 0 C0 0 N 00 k - I I I I Z_ ._ - _._ BOTTOM OF EXPOSED WALL _ ----- -- O h?O N30 too n0 tom 0 N} (D N) O 000 coo 000 CO O cD n co 00 n Co 0 Co n o0 r C5 r_� Ci r' 6 Ci a} C5 = 6 Cy Cx C> 6 c6 0 oD 000 0co 0 c 0 C 0 c 00n 0m 00) 0 C 0 N- N- N- N- N- N +° N CN N F N 00 00 00 CO cD Co 0? 00 00 co C0 Co GO 00 00 Co 00 00 00 00 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A 60 0 +00 10 20 30 40 50 60 70 TOP OF WALL AT BOTTOM OF EXPOSED WALL PROPOSED ELEVATION AT PROPOSED ELEVATION (TYPICAL) C'T�1I# �I�IiI� �3 M . 1p R LEGEND +.167.86 EXISTING SPOT ELEVATION EXISTING CONTOURS EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION 817 PROPOSED CONTOURS PROPOSED CURB AND GUTTER PROPOSED STRUCTURAL WALL, REINFORCED WALL & BOULDERS Stacked Boulders Reinforced Structural ALSO SEE THE PROPOSED LANDSCAPE PLANS FOR TYPES OF ROADS, WALKS, WALLS ETC. VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A VERTICAL SCALE: 1 11 -= 10 VERTICAL SCALE; 1" = 10' HORIZONTAL SCALE: 1" = 10' f 4J i S r, a � t i SITE i I i CHALET RET. WALL I PLAN PRO. A 42 G SCALE: 1" = 10' 0 +00 SECTION CC - UNIT 6A TOP OF WALL AT aui ivm yr cnr MALL AT PROPOSED ELEVATION PROPOSED ELEVATION (TYPICAL) WALL G UNIT 6A *: .�y \ # \\ /: 7 A & WIN \\ �� \\ ƒR | SCALD ! " =i?