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HomeMy WebLinkAboutLionshead Restroom Building 2009 B09-0022 Public Works Set.pdf LIONSHEAD RESTROOM BUILDING Vail , Colorado Vail Resorts Development Company /Vail ( ) PLAN REVIEW COMMENTS 03 MARCH 2009 ME LICK ASSOCIATES INC . z , . . LM I <:> NJ 3 H F=� A E:> F=t F�= ,,60 IIIIIIIIIIIIIIIIIIIIIIIIF R <D <D KA 11 """""""""`FF1UC: """""""`r1 <::> r4 'S It GENERAL NOTES C:: <:> N P jA rq % IIIIIIIIIIIII 1 . Any shallow utility conduit not supplied by the respective utility company shall be Schedule 40 unless noted SHEET I N E \/ otherwise. X 2. Final children 's ski yard grading shalt be coordinated with Vail Resorts Mountain Operations, Brian . McCartney CIVIL COVER SHEET SHEET C1 479- 4601 , EXISTING CONDITIONS PLAN SHEET C 2 3. Any slab top vaults installed under future snowmelt areas shall have a minimum of 1 ' from top of vault to rim UTILITY PLAN SHEET C 3 elevation to accommodate the snowmelt system . 4. All 90' vertical bends in shallow utility conduits shall have a 3' minimum radius and all 90' horizontal bends shall GRADING AND DRAINAGE PLAN SHEET C 4 have an 5' minimum radius, unless specified otherwise. SUBDRAIN PLAN AND DETAILS SHEET C 5 EAST 5. Refer to the soils report prepared for this project for compaction requirements and recommendations. All trenches LIONSHEA1:> EROSION CONTROL PLAN SHEET C 6 shall be back filled and compacted, as a minimum , to 95% Standard Proctor or 90% Modified Proctor with moisture CIRCLE ^ ' content within 2% of optimum . Backfill material shall be free of top soil , organic material , frozen material and all jA DETAILS SHEET C 7 T /1 11 non - structural material . If trench backfill and compaction requirements for different entities or agencies conflict, the - V 1, III more restrictive requirements shall be used . III 6 . When multiple conduits are placed in the same trench , Contractor to provide minimum 12" separation between I -70 EXIT 176 CATV/Telephone/gas lines or conduits and Electric conduits. 71 Select fill denotes native material with no rocks larger than 2" in diameter and approved by the Engineer. If no O select fill exists on site, Contractor to use 3/4" road base. o O 0 8. Provide 2' of select back fill above conduits and lay warning tape as required by the Utility Companies and the J PTV O 0 C= �] Town of Vail . ° a e V 9. Compaction and materials testing will be required . Payment for testing shall be b the Owner. �/ O R�7� P P 9 q Ym 9 Y 10. It is the Contractor's responsibility to coordinate construction with all shallow utility companies and to have all O O �A P Y Y P sT V 1 work done by the Contractor approved and accepted by each respective shallow utility company. ----� YA14,0I " 11 . The Contractor shall install all conduits, vaults, pads, pull boxes and pull strings. The utility lines are to be PRO 0 installed by the respective utility companies. 0 D 0 � SIT � � Q° c? � � 1 12. The Contractor shall install conduits for the electric, phone and cable TV lines as shown on the plans. The � �� � 8 ,�/ �.-� \ P4 Contractor shall provide trenching and backfill for all proposed gas lines. Installation of the gas lines m the trench 0 0 �� 0 {� shall be coordinated with Xcel Energy. ��� O d0 \Ic I 13. All work shall comply to the individual Shallow Utility Companies rules and regulations. �� �`-'� O C3 Q � L� ,,/�j � �� � REVIEWED BY: 0 E3 5'� W _ 0 V„ ) /�� 14. The Contractor shall repair and /or replace any existing underdrains, culverts or existing utilities disturbed by / THESE PLANS HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL. (A O construction , and that are intended to remain , to the satisfaction of the Engineer and the respective utility company Q CJ 0 � I \ /�' � STANDARDS ONL Y, THE REVIEW DOES NOT 114PL Y RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL i / r^' of the damaged utility. � � � � � � L] � \ �--�� ENTITY E/�✓GINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN ` 4 �� p 0 ❑ � _ EAGLE RIVER WATER AND SANITATION DISTRICT XCEL ENERGY W P4 15. The Contractor shall install pull strings in all conduits. 11 DC Q a [] 0 I El QQ . . . . . . � � D � 0 Q � `-►J�p 0 0 BY: DATE: BY: DATE : . O no 0 16 . The Contractor is warned that conflicts with existing utilities may exist, including shallow utilities, culverts, t�fl0 V O 9 Y 9 n sub- drains, roof drains, irrigation lines, water and sewer lines, street light electric service lines, etc. Prior to beginning 0 r ( � � � Q HOLY CROSS ENERGY W T f,.4 any construction , the Contractor shall contact all appropriate utility companies for line locations. He shall then locate 11 QD � tQ O O ES V% E a all utilities ( including depth ) . Any conflicts with the proposed construction shall be brought to the attention of the � Q �r BY: DATE: _______ O C3 Q k, D � � o B Y: N A DATE: _______ � l I' Engineer so that minor line or grade changes can be made to eliminate any conflicts with these existing utilities. All w V existing utilities shall be protected from damage by the Contractor at no expense to the Owner. EACIL1H © COMCAST CABLE l SCALE 1 " = 400 ' B F� ll 17. Contractor shall obtain at his expense all permits and inspections which are necessary to perform the proposed Q ppL,A ROAM o 0 BY: NA DATE: _______ o M-■� F� work. VI C1 MAP CHAIR S IIIII'l El E 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 IIIIIIIIIIIIIIIIIIII 2 04 > > Contractor. PROJECT CONTACTS 19 . Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans, 11 , VAULTS ( CONY) field staking, or physical features shall be brought to the attention of the Engineer. If Contractor proceeds with the XCEL ENERGY ( GAS) KIT BOGERT ( 970) 262- 4024 work without notifying the Engineer, he does so at his own risk. 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 11 . Install 10 gauge insulated copper tracer wire along the water mains , and cad - weld , per current ERWSD EAGLE RIVER WATER AND SANITATION DISTRICT FRED HASLEE ( 970) 477- 5449 20. Observations of the work in progress and on site visits are not to be construed as a guarantee or warranty by pad- mounted equipment will not have access doors. requirements. o the Engineer of the Contractors contractual responsibilities. HOLY CROSS ENERGY (ELECTRIC) JEFF VROOM ( 970) 947- 5425 - ° ° 6 . Holy Cross Energy provided ground rods shall be fully driven with no more than six inches of rod exposed above the 12. Verify all existing pipe invert elevations prior to construction . N 1 ° 21 . The Owner will provide certain construction staking . The Contractor is advised that this may not be all of the earth within the cavity provided in the center of the vault base. Holy Cross Energy must approve any other installation VAIL RESORTS PHONE DAVE COWELL ( 970) 754- 8582 W o 0 stakes he will need. Additional staking will be at the Contractors expense. . where soil conditions will not permit the ground rod to be full driven . 13 . Provide as- built drawings with ( 2) ties to water line valves, horizontal and vertical bends, service tap CIVIL ENGINEER , AEI GLENN PALMER , 22. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in , on , or about the , locations and curbs stops. TIM LEININGER ( 970) 926- 3373 # a project site, nor for compliance by the appropriate party with any regulations relating hereto. PHONE SPECIFICATIONS ( IF REQ D ) GEOTECHNICAL ENGINEER , m JN 14. Any service tap fees that may be required as part of these proposed utility installations are to be paid KOECHLEIN CONSULTING ENGINEERS BILL KOECHLEIN ( 303) 989- 1223 N W = ° 23. The Contractor shall provide all lights, signs, barricades, flagmen , or other devices necessary to provide for public 1 . CONDUIT: prior to making the connection to the main . s n 0 safety in accordance with the current Manual on Uniform Traffic Control Devices or as required by the Town of Vail . VAIL RESORTS DEVELOPMENT CO. ( OWNER ) KYLE GRIFFITH ( 303) 885- 1074 x ' - 1 U V C 2 A A. All conduits are to be equipped with minimum %" polypropylene pull line. 15. No fire hydrant extensions are allowed by ERWSD on new installations . � i- W = 24. The General Contractor is to protect all trees that are to be preserved during construction operations. TOWN OF VAIL TOM KASSMEL- TOV ENGINEER - ( 970) 479- 2235 - ° W = F � rl B All conduit bends are to be steel sweeps or no less than PVS Schedule- 80 fully encased. Long radius sweeps are to )f LEONARD SANDOVAL- TOV _ ° _ .25. Contractor shall restore and/or replace all disturbed landscaping and sod to a condition equal to or better than 16 . The center line of fire hydrant ( if required ) discharge must be a min . of 36 above finished grade. W the pre- construction state and to the satisfaction of the owner. be used in main trench sections. Standard radius sweeps may be used at closure locations. Coordinate all fire hydrant locations in the field with Mike McGee ( TOV FD ) prior to installation of any hydrant. CONSTRUCTION INSPECTOR (970) 479- 2198 < - d 26. The Contractor is responsible to install and maintain sediment control measures to insure that sediment- laden C. All conduit runs are designed on the basis that each separate run will have no more than two ( 2) 90' bends without A dielectric fitting shall be installed between dissimilar metals.water does not leave the site. Certain sediment control details have been shown on the detail sheet. These details the insertion of an appropriately sized pull box, may not be all the measures necessary to provide adequate sediment and erosion control . If sediment control D . All conduits will be PVC Schedule- 40 or better unless specified otherwise. If steel or iron pipe is used between the TOWN OF VAIL , GENERAL NOTES measures become necessary, Contractor . shall provide ongoing inspection and maintenance of all sediment control building and the property line, the pipe must be kept free from contact with any reinforcing steel or other conductors features. within the building foundation wall. 1 . Obtain a Public Way permit from the Town of Vail Department of Public Works, ( 970) 479-2158. Obtain all required building permits through the Town of Vail Department of Community Development, 75 S. Frontage Road, Vail , CO, 81657, 27. Stabilize all points of ingress and egress with crushed stone to prevent tracking of mud onto public ways. The E. Conduit(s) will be furnished and installed by contractor for the exclusive use of Qwest Communications. , Contractor shall minimize all off- site soil tracking . 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractors license at the Town of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO 81657. � 28. Contractor is to provide trenching and backfill for the proposed gas lines. Xcel energy will provide the materials F. Conduit( s) placed in the some trench with power supply conductors/conduits must be separated by a minimum of 12" and installation . During construction , contractor shall coordinate with Xcel to provide timely installations of the gas of compacted soil or 3 of slurry encasement and have minimum depth of cover of not less than 24" on private 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to line( s) . property and 36" of cover at the property line. commencement of construction . _ _ IIIIIIIIIIIIIIIIIIIIIIIII 4. The public and the Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire period of 24. The Contractor shall be responsible for all aspects of safety -including, but not limited to, excavation, trenching, shoring, traffic 29 . All utilities installed as part of these plans shall be installed to appropriate depths to meet the minimum and /or G. Labs, water/gas pipe, flex conduit or plumbing fittings are not acceptable for use. construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of normal operations. control , and security. Refer to OSHA Publication 2226, Excavating and Trenching, maximum cover requirements of the respective utility companies. . H . Conduits terminating t a utility pole must be attached to the pole and extend to a minimum height of 12" AFG. 5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in 25. The Contractor shall submit and have approved a Construction Traffic Control Plan, in accordance with the MUTCD (Manual of 30. All inlet frames and rates shall be set to match the adjacent finished grades. O g Y P P g the Town of Vail Code, Development Standards Handbook, Construction Details and applicable state and federal regulations. Where there is Uniform Traffic Control Devices), to the Town of Vail Construction inspector, prior to any construction activities within , or affecting, the g conflict between these plans and the specifications, or applicable standards, the most restrictive standard shall apply. All work shall be Ri ht-of- Wa . The contractor shall be responsible for providing an and all traffic control devices as may be required b the 2. SPLICE VAULT/MAINTENANCE HOLES: P P PP 9 Y P P 9 Y Y q Y 0 Plan Review com . 3 - 3 - 09 inspected and approved by the Town of Vail construction activities. IIIIIIIII HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS ( IF REQ ' D A. All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be CONST DWGS 02- 19 - 09 ` ) appropriate for specified size and intended usage. 6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 26. The Contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan, schedule PERMIT 05- 01 - 07 1 , TRENCH AND CONDUIT and phasing plan prior to the start of construction . 7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Town of Vail , as TOV PE C DRB 1 - 18 - 07 beneficiary of said engineer s work, for any errors and omissions contained in these plans, and approval of these plans by the Town of Vail 27. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and 1 . Holy Cross Energy provides all conduits, vaults and ads. The contractor provides the excavation , installation and SEWER NOTES ( IF REQ D ) surrounding areas clear of trash and debris. An construction debris or mud dropped into manholes, pipes, . or tracked onto existing Y 9Y P P P �� Engineer shall not relieve the engineer who has prepared these pions of all such responsibility. Further, to the extent permitted by law, the 9 Y PP P�P 9 ISSUED IF DATE:IIIIIIIIIIIIIIIII backfill . Trench will be excavated deep enough to ensure that the to of installed power facilities will be 48 below engineer hereby grees to hold harmless and indemnify the Town of Vail , and its officers and employees, from and against all liabilities and roadways shall be removed immediately by contractor. Contractor shall repair any excavations or pavement failures caused by P g P P " 1 . All sanitary sewer construction shall conform to Eagle River Water and Sanitation Districts standards ands specifications. damages which may arise from an negligent errors and omissions contained in these plans, construction within or in the vicinity of the limits of construction. The contractor shall be responsible for damage due to construction . _ finished grade. Special care must be taken to ensure that the top of conduits will be 4$ below the bottom of y g P 9 Y Y P drainage ditches and all other low areas. Where initial excavation is less than 48" in depth due to tanned at no additional costs to owner. The contractor shall remove all sediment, mud, and construction debris that may accumulate in the g P P 'v district 8. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the flow lines, private property, and public rights of ways of the town as a result of this construction project. Removal shall be conducted 2. All materials and workmanship shall be subject to inspection by the districts and/or their representatives. The y p Y Y subsequent fill , service will not be provided until final grade is reached . local utility entities standards and specifications current at the date of approval of the plans b the Town of Vail . within 48 hours. Return all construction staging sites to their original condition upon completion of the construction project. reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or Y P PP P Y 2. Trench will be as straight as possible between vaults and shall have a smooth bottom free of rocks. A Minimum specifications. 28. Dimensions for layout and construction are not to be scaled from an drawing. If pertinent dimensions are not shown, contact the ALPINE 9 P 9. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the Y y g• P of 4" of soil will be placed over any rocks left in the trench to cover rocks or smooth out low places, will be responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work before Designer for clarification, and annotate the dimension on the as- built record drawings. compacted prior to conduit installation and the trench bottom regraded. 3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility construction . commencing new construction . The contractor shall be responsible for unknown underground utilities. - 29. The Contractor shall have, onsite at all times, one (1 ) signed copy of the approved plans, one (1 ) copy of the appropriate -_ 1 . TRENCH AND CONDUIT (, CONTINUED ) 4. Compaction of all trenches must be attained and compaction tests results submitted to Alpine Engineering. 10. These drawings represent only the approximate location of utilities and are included only for the convenience of the contractor. standards and specifications, and a copy of any permits and extension agreements needed for the job. Contractor shall be responsible for locating all utilities, pipes and structures. Contact utility notification center of Colorado 5. The Contractor shall at all times keep separate full set of contract drawings marked u to full indicate as- built (800)- 922- 1987 to locate underground facilities. Contact Town of Vail for additional locates 970 479-2158. Contact Eagle River Water 30. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans - P P g P Y ( ) g ( ) g ors specifications, the contractor shall contact the Owner, the Design Engineer and the Town of Vail Construction Inspector immediate) 3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separation from the deeper utility conditions. Contractor is to provide at least two ties from physical . monuments to all fittings, bends, clean - outs and and Sanitation District for additional locates (970)- 476-7480 ext. 114. Utility locates to be performed at least 72 hours prior to any P � � g g P Y ENGINEERING INC . greater than the vertical separation between the two utilities. When crossing a deeper utility is unavoidable, the manholes. construction activity. Contractor shall ensure that work preformed in the proximity to utilities shall be according to the requirements of crossing ill be made as close to perpendicular as possible. 31 . The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks for the EDWARDS BUSINESS CENTER • P . O. BOX 97 9 P P P the requirements of these agencies. The contractor shall notify the owners representative of any existing utilities which may interfere with EDWARDS, COLORADO 81632 6. The contractor shall verify existing ipe or manhole inverts at tie- in points riot to construction stakin the proposed work prior to construction . The contractor shall repair all existing utilities to remain which are damaged during construction project as well as the basis of bearings. The information shall be as follows: . 970- 926- 3373 • FAX 926-3390 • 4. If cable television or telephone facilities are placed in the power trench , a minimum of 6 " horizontal separation y g P P 9 at no additional cost to the owner. Benchmarks - Town of Vail Survey Control must be maintained between the power facilities and the other utilities. In no case will facilities of another utility 7. Manhole if re rims shall be set at an elevation relative to the PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE". ELEVATION = 8287. 82' (NAVD 88). i required)q ) P avement in accordance with District and Town of installed in the trench be placed at a greater depth than the power facilities. 11 . The contractor shall coordinate and cooperate with the Town of Vail , and all utility companies involved, assuring that the work is . Vail requirements. Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable accomplished in a timely fashion and with a minimum disruption of service. The contractor shall be responsible for contacting, in advance, 5. Back fill and compaction shall be performed as required by the governmental entity or other agency having vertical height adjustment is 12 inches. Manhole steps shall conform to OSHA step standards. all parties affected by any disruption of any utility service as well as the utility companies. PROJECT DATUM SCALE FACTOR: 1 . 00041186 jurisdiction . BASIS OF BEARING: COLORADO CENTRAL ZONE (HARN ) NAD 1983/92 AND TOWN 8. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth flow through the 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or OF VAIL MAPPING PROJECT OCTOBER 1996, STATIONS SPRADDLE N 1660652.671 manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical . Manhole if any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. E 2753950.797 AND WOODMAN N 1652148. 916E 2727065. 360, SPRADDLE TO 6 . Conduit joints shall be knocked completely home during gluing . A pull string will be placed through each conduit inverts shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non - skid finish . WOODMAN BEARS S72'26'53" W. RE and tied off in the vault at each end . No unnecessary bends will be allowed in conduit runs. Any bend allowed will 13. The contractor shall submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water Discharge •s,.•.0!006* A All concrete for manhole construction shall be made with Type II cement with a minimum 28- day compressive strength of not be closer than 5 feet to a vault. Changes in construction from that shown on the project plans will not be (Contact Colorado Department of Health, Water Quality Control Division , at (303) 692- 3590), the Storm Water Management Plan, and the ;'$ O• P •.• �p 3000 psi. Erosion Control Plan . 32. Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish •C ��� made without prior written approval from Holy Cross Energy. A wire brush will be pulled through each conduit, after disturbed or destroyed items at Contractors expense. ',;'„ +# � � installation is complete, to remove rocks and other foreign items. 9. All pipe shall be constructed with pipe bedding as shown in the sanitary sewer Ions and details. If trench conditions " " 41t a7 P P P P 9 Y P 14. The Contractor shall provide and maintain approved erosion and sediment control best management practices (BMP) for the project 263 „ vary or if rock or water is encountered , Alpine Engineering is to be notified prior to proceeding with construction . i MP' week) and after ever precipitation itation event. Contractor shall document ins inspection and make re arts 33. The Contractor shall be responsible for replacement of any existing materials that are damaged during construction within the % duration. Contractor shall inspect B s y y p p p p 7. Conduit shall be covered with at least 4 of rock- free soil or sand prior to back fill . Large rocks shall not be limits of construction or in the vicinity of the limits of construction , at no additional cost to the Owner.y th • " available upon request. Accumulated sediment and debris shall be removed from a bmp when the sediment level reaches one half the bmp % . • pushed in directly on top of this 4 cover. Care must be taken to avoid damage to conduits or cables during back heights or, at any time that the bmp functionality is adversely impacted. All necessary maintenance and repair shall be completed within r ` .•• fill and cam action . 34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original •••••• p , 48 hours of identification, unless otherwise agreed upon. condition. Patching shall be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patches shall WATER NOTES ( IF REQ D ) be infrared unless otherwise instructed by the Town of Vail Engineer. 8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again after covering, but 15. The Town of Vail shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of S prior to back fill, on site drainage facilities shall be the responsibility of the private owners. 3 q P 1 . Water construction shall conform to Eagle River Water & Sanitation Districts standards and specifications. 35. Upon completion of construction , the site shall be cleaned and restored to a condition equal to, or better than, that which existed 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 before construction, or to the grades and condition as required by these plans. 9. Conduits ending outside a vault shall be capped and marked with a 4" x 4" post. Individual conduits shall enter 2. All materials and workmanship shall be subject to inspection by the district and/or its representatives. The district result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage,each vault at a consistent location . 36. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these reserves the right to accept or reject any materials and workmanship that do not conform to district standards or handicap ramps shall be in accordance to ADA current standards. specifications. 17. The Contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system . Mud 10. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" above the conduit or and debris must be removed within 24 hours by an appropriate mechanical method (i. e. machine broom sweep, light duty front-end loader, 37. After acceptance by the Town of Vail, public improvements depicted in these plans shall be guaranteed to be free from material cable during back fill 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any water line construction . etc. ) or as approved by the Town of Vail construction inspector, and workmanship defects for a minimum period of two years from the date of acceptance. CIVIL COVER SHEET 11 , VAULTS 18. The Contractor shall notify the Town of Vail Construction Inspector (970-479-2198) 72 hours prior to the start of any construction . 38. The Contractor shall be sole) and completely responsible for the conditions at and adjacent to the job site, including safety of 4. Compaction of all trenches must be attained and compaction test results submitted to Alpine Engineering prior to Y P Y P .Ja j 9 Y If work is suspended for any period of time after initial start-up, the contractor shall notify the Town of Vail of reason for suspension and persons and property during performance of the work. The contractor shall provide lights, signs, barricades, flagmen, or other devices acceptance. All pipe shall be constructed with pipe bedding as shown in the water plans and details. If trench conditions estimated time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of construction . necessary to rovide for public safety, q apply y 1 . Vaults shall be installed as follows: vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction . y p p y, pedestrian and vehicular access as needed. This requirement shall a I continuous) and not A. Splice vaults shall be installed with the manhole at or slightly below final grade. be limited to normal working hours. 19. The Contractor shall notify the Town of Vail Environmental Health Inspector (970-479-2333) at least 2 working days prior to the start B . Transformer vaults and switchgear vaults will be installed with the bottom of the pad at final grade. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as- built of any earth disturbing activity, or construction on any and all public improvements. 39. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown obstructions C. Where vaults are set into hillsides or sloped cuts, the downhill side of the vault will be graded according to conditions. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the A. or B. above. The slope behind the vault will be laid back sufficiently to prohibit soil or rocks from sloughing into 20. The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance / g - P 9 9 P attention of the owners representative for decision . The contractor shalt assume full responsibility for all necessary revisions and the pad mounted equipment or onto the manhole. If the slope cannot be laid back far enough , a retaining wall shall 6. Water mains ( if required) shall be constructed with ductile iron pipe, AWWA C151 , with restrained ( Mega-Lug_or with the applicable standards and specifications for all work within the Public Right- of- Way. If the final soils/pavement design report repairs due to failure to give such notification at no additional cost to the Owner, be constructed behind the vault. AWWA C111 Snap- Lok) joints. , class 52, pressure rating 350 psi. All water mains, fire hydrant lines and water service lines does not correspond with the results of the original geotechnical report, the Owner shall be responsible for a re-design of the subject shall have a minimum cover of 7 unless noted otherwise. D . All vaults will be installed so that the top pad is parallel to the finish road grade. pavement section. All final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be 40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm drainage pipes to the newly E. Pads or lids will be placed at the time of vault installation unless otherwise requested by Holy Cross Energy. submitted to the Town of Vail Construction Inspector prior to placement of base and asphalt, installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor for the F. All vault pieces shall be jointed with a tar type sealant ( when provided by Holy Cross Energy) with the exception " " entire duration of the construction project. The contractor shall be responsible to maintain all drainage within the construction site of the vault pad or vault lid. 7. All water mains shall be hydrostatically tested in accordance with AMD standards. Chlorine testing shall be done in 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 offsite drainage which is directly affected by construction. accordance with AMD standards. and/or base material shall be rolled with a heavily loaded vehicle having minimum single axle weight of at least 18,000 lbs. Any subgrade/base section exhibiting excessive pumping or deformation as determined by the construction inspector shall be reworked, replaced 41 . The Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The 2. Holes knocked l vaults for conduit installation shall be as small as possible and shall be grouted closed on the 8, Provide thrust blocks on all waterline bends per ERWSD specifications. " " contractor may provide temporary street lighting approved by Town of Vail , when existing street lights are removed,outside of the vault prior to back fill . P P or modified to form anon -yielding surface. The Town of Vail Construction inspector shall be notified 24 hours prior to a proof roll . 9 . Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned , and 22. The Contractor shall furnish electronic and hard copy reproducible As-Built record drawings showing horizontal and vertical locations 42. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless 3. Conduit shall enter vaults perpendicular to the vault wall , about 2" above the floor of the vault, and about 2" additional bends may be required during construction and elevations of constructed improvements including all utilities, and drainage appurtences prior to acceptance of the project. otherwise approved by the Town of Vail . from any adjacent walls and shall have a . minimum separation of 1 inch between conduits. 23. The Contractor shall video camera TV all installed public storm sewer pipe prior to final paving and or other final surface 43. The Contractor shall maintain access to fire department hydrants and connections shall be maintained throughout construction 10. Alpine Engineering , Inc. , assumes no responsibility for utility locations. It is the contractors responsibility to field verify ( ) P P P P P g / unless otherwise approved by the Town of Vail Fire Department, 4. Conduit will be cut off 2" to 4" from the inside wall of the vault. the location of all utilities prior to commencement to any construction . treatments are completed. A copy of the video taping shall be provided to the Town of Vail for review and approval and record keeping. P:\T0V02001\dwg\C0RE\SIQ SCHOOL-RESTROOMS\MASTER\SS-RR COVER.dwg, 03/05/2009 9:48:34 AM, TSL r _F ry 1 I � , a- - -- -s12ao a .. n _ a r _ _ _ _ _ _ _ _ _ _ _ I DRAINAGE INLET E v - I _ Nl v �r RIME = 8123. m \ _= I z, .- a _ \ " 0=� I INV OU = 8120. \ m - s I - rn 1 ° • I ,n \ _` - - 1 1 I .. ` I w m LPN \ \ I / '` __ - I ■ . r .r , K _ - _�_ I m - r ___. I - s r �- -� cn \ I .- z I P r � t _ t - - - - - ■ I- - _ _ T , / 1 �. : _ �, M r:- m 7 -_ I w m a= p r - , I �ATION s r � r I 11 I � a I I ti. _ - - ��CONTROL VALVE I � _ _ j k 1 I 3 .. -_4�._�._ I P ■ 1 u 1 1 ._ ._� m r d z - I 1 <n A 4I ff s _ a _ r _ I- I s - a s T1 � I I - -- I c�\ I __ - .Pr _ r 1 _ f Ll�' LIB � _ v _ _ I I E a. �_. _ _ 8128. 0 _ r ,. _ _ i 1 _ __ _- � 1 , _ \ 8 20. _ s'' -- _. �_ _ -�.- rt _ _ � P . r _ _ - -z_vti c� E _ e �� CKO(JT __ _. � A A _ )� - _. _ R _ ._. IRRIGATION CC�SS r _ - - F w � _ G r _ E 8=120..7�L � � I MANHOLE �--- - _ n G s - E x _ - i o m w EG LL F r 8 GRAPHIC SCALE - �.--° e �_. _ w GI i _ -- --�_ a G m G Iro OUTLINE OF ` BUILDING E i I I- - - - 1 _ « � 7 F _ ' _ w ■ - \ SECOND LEVEL E / APPR XIMATE 0 ,_ ■ ./� 1 z__ 5 t � - _ E \ I r .� \. I : I I I 1 'FIRE DEPT. -loo; ,. ES . � , m :� � / : I ` EXISTING GONDOLA AND 4, n --- _- I cn CONNECTIONS I � ES \ /III I l � � � _- I TICKET TRAILER FDC S .+'.' IN FEET 1 > I 10 ft. a ■ _ _ 1 inch a Tv / t I �.�■ E a \ / _ ___ ___ TV I y N rl ,� •rN _NNN N��___NN NNN _��_NNN S I � NNN__ NNNN__NN_7P � - - - - - - - - 1 J 1 ' ,F 1 ' 1 4 1 1 I . , I 4I I 1 1 J p I -1 NNN______ LN _ EF a �. \ / , , ____MNN__N� L NNNNN_NNN�• �NN_NNNNN N . __NNN__N__N__� NN C f / \ If h ffnn m � I I � V �� NHOLE MH 042 _ � I I , I I / \ I I I P�' _ / _ I RIM 8122. 2 EL a� � j 1 I - ■ / \ I I _ i / I a / t \ � I - 8106 7 LOT 5 INV 0 SE r � c > a � e \ I I � o _ _ I i y a- I I G , I� _. / \ L- _ F t BLOCK 1 �1 I I I CATV SERVICE TO LIONSHEAD CENTER (FIELD !N �o f Q J / I ' ! 1 1 i - - - - - - -1 - - - - - - ` L -1 --=- i WOOD DECK LOCATED BETWEEN THESE TWO POINTS) j 1 I DS- � \ / a h : o . 3$r r-s \\ / - �>� _ I VAIL LI ON SH EAD CENTER I I E� / ■ / 19:21 " F. � > ! I / I I I N o / / 9 . 2� \• % I - CON' DOMINIU ' MS 8 � I I o I LIONSHEAD CENTER I E� !/ a / / ■ / ° / c e _. E i ler �- � ( BOOK 679 PAGE 358 ) - POOL r � � / I 1 / ■ - / F _ � _ - _ _ � _ - I o __. \ /" ® � /. de c g I I i * L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� / �' a ° / III I \ I P4 Zr / e / , i I I -,- -1 eso, \ 11__ / f '■)I � / 6 z , , 1 �-� m _ - - - - - - . , T - r r i - n l I I � u - I / "�� / \ < � .Z` + (7 / / � ` O Joe 3 I ' I - ��EXIS�T,ING 4 VR PHONE - - - - - - `e t t' - ,'' �� - - � \ \ - / - �� - - ^- T o/ f / ® � / _ '� s - : L 1 I / I ` t ke / . - T - - - / I.VN U 1100 A�I� EXIS �E / ® / e \ � / CABLE + F. O. I 1` \ COND I 1'F � v / �� / / / / i/ ` s / W I Nry \ \mss _ i _ - W i it ! I 1 ��,. I / 2- 100 P ALE O. - ` / e %p °r+ \ / , i I 1 I \. , - T- 1 ( I I .� \ I / 1 I .7 \ -__ _ i `�_ y/ / \ \ �� f`. / Cy� ./ ,\\ I I 5. 1 I f I - I _ y I �' / --1 J / f / / i / , / / �_ ti n °Z ( \ 1 ' i W� 1 ( I �1 k I I / ��0 ��- - ` f / \ r / j / y> oo / IV /­za / ms`s _ _ \ I / I / - 1 // \ � // -e�! / / / / , P4 ( `.\ - -i - � _ \ i I \ 1 w \ EXIST 8 R DIP G Nd0U4 / - .- 3y5 , �/ / / / ! ( � -- I ' i r ( , 1 ! i I i / 1 \ r 1 f' � / j WATER ERVI L �iYv / / e eN ti FOG urn/ v/ , �` / / ( T1 _ L i r + EXISTING SPOT ELEVATION PER - \ I \ I I / I ± RJ DIP L / / f I \t / f / j O I i \ I / I 1 / ti / i / / \ f sue .-� % I I I I ` ' � _ I _i_1i ' ' - ,�' I T i \ i f i I I j � I ' I + m DESIGN PLANS, FIELD VERIFY \ '� 7i " � ' / \ I it /` = - j -.. -- ���F°G f / , `�� / j �/ // f '��/ ' ( , l ./ , / ( 1 ! - - �_ ( I � � ! / 1 ' 'I I _ rh I \ �/ \ r ��_ � I ' v 1g' / / I � //I\ ` I _ i I \ I I \ 1 \ \\ ` I / i / r I \ \� V P FMS � 1 /� + / 11 f / / �\ -\ �\ ( I i I I \ i ! I I \ ! { = i I I ! I { \ { 1 / I , \ , ?, I ` 'T ` I / f////// / / \ ` F.F°G ! / / / 1 „I ! 1 \ �� I / f � l � \ i. I , ! I I� i _ : j i t ! I �. i I ' { , .TJ+'� i"1 \� r \ \'I I /// / � I 1 , � �t L� / / // _ A -+ \ 11 I-�. tl- rN ,ry '7 ; I ; i ;. , I . ; I. I I1 _ I O I ! ' I - 11 I - : ' I I 8 - 1 I i i , , ; . . / t , i \ - _ , . F ' ! ,� I IR , , O N 1 I i I 1 �� , W 1 L I ' / �� ��°G / F. / / �/ / ,r / / I'� /11 I � _ ' i I I , : i I i I ( - \ I i i _ _ 1�. - 'T 1 \ r i : I I � i �A � , I ' -� ' I 1 A��� I �t P�� :rj / �� rn , / I / ' , .� I \ �(�1 / / (( / i // 1 I i , - - - -F 1 i 1 I I I 1 \ 1 I I I I i-- I --I rr ` , ` /� / \\ �i VZS G ' G /1 /1 I \ I I \ i I I _ + - , I 1 ° _ - - - - - - - - I \ ' �j\ % ! i �a FFO � � ' O � / Si / / / / / V j rT1 -!- ' tn- ! I I I I \ ' ' I \ i I I I m FL ! i i I /"7/ . ' - ! . i • \ / 1 T I I \ A / - 21 . 3 ,P EF°G / EFOG/ / rn 1 : ES , I '-7" I { ' { r I T i r \ I. 1 I = •p 22 21 . 8 ' ti / E 6 ES HSS S� , O I I I I \ I ' /y 1 ' + '_ I : 1 ! I \ ` ' 1 :/ I , I 1 i I II I ! . i f ( I j ES 1 1 I I I T I \ N/ ✓11 1 1 1 "� 1 1 1 _ i 1 �\ / � F - l ;; PHONE CONDUIT, 1 -2" ,P /� I i 1 ' � I I i t 1 I I ! S ! 1 1 I 1 I I k I ` _L 1 P� ✓ / , I I - 1 , 3 : •. / I I : : ` 25 PAIR'; CABLE � �s �. / / t I I I I LTi ? / 1 v o I 1 1 l I I 1 ° v y I \ ( 1 ! ! a 2 I i a I 1 - I, 1 F Y" d / a � .`/ s I \ / I j k _ --r : / , i I i I P�� '' E�� / / INV I { N ) V 810j4. 7 / � / / / / w % v l _ .-{ ! x � � . / i / / INV N EV = 104. 1 / \III I/ / �/ co k _ I r - t / / .� - - +21 .8 21 .3 , . �� � .� � -1� FIG / EXIST 4 ' D4D TICKET OFF � / / j \ / / / �' ° _ - 1 I i / ' ! E 21 .6 � +21 . 6 a / / � INV OUT/El/ V = 81 4. 7 j // V I FDC LINE/ LOCATION PER / / / / / v . a : + � / { .E w / � / I N sss / / // 1 �� A.I_ _' �}' �,0h 1' ��OG �F° q� / SKETCI I/ BY RICK CAkJDEL) f / / / / // / / / I '`' \ /11 I / / / 1 ° 1 1 , / / ` / / / / / / / \4N11 I/ c / REDUCE$ \ i \ i I 1 / / / / / ST - _ � � � � � � �►♦ / w � n k P / f N L3 k ° / C) / / /1cp, : pi r � �o S / q / / / o �� -___- _- --� i pp ♦ � L, v �� o y PN CFO / ABAN ONED / / / / `. _ _ \ 4 ( , I l �r EFj� flys ! /I N / m / t _� w C I V ,r,F �'� F°G 1 . 3 / t�- GAS INE �c) / / r / / f / / / / \ \11 F �+. ;' ° EVR PH , / / c / ` 4� I / ® / / \ APPROXIMATE EDC�E OF t\ EPN s W EXISTING 4" VR PH(�I�'� E : 1 -- ' - e .+'•'m" �,�S ,,, G / III \ > ♦ i FDC 1 1_._� '� a ' EVR, PO / I / EXISTING ASPHALT t � \ ♦ Z 3 CONDUIT, 3- 100 PAIR .Epp wsI - r�I " � i- I � y +�..." PH \ o \ j f I 1 / / / // 1 / , / \ § � W x I t \; L 0 1 �PN \ ♦ w CABtE� + F. O. 1 \ ti % 9c ( / f ; / � < ( t\ \ \ ♦ w EVR P a �F \ EXISTING SPRhNKLER WET �` ( / / / f / / o ®------ 2 . 848 A RES ® Q I _ I / \ � = 4 3 � PH' y , FKS C \ ,' t \ I�-P \® ° ` ♦ °� EVR v DC i`r ��^� £ws _ _ - ® FD �'"'I LINi ( LOCAT6N PER ( I f / ! l l / W W \ 4 1 N O �- - - �.. _ - \ \ ♦ II SS -V H �� EVR-PH �' 6 Q ° EFDC `� EFDC E4yg �,_` E�r}5 �EWSFDC ® EFDC EFD SK TCH BY /RICK CAUDEL) �� ; / ! �j /1 l / < _ a � -` __ �------ - -- \� ♦ �. Ews FDC . / l f / 1 1\ °\ \ V - \ �PH -W EV�PH EFDC �r� -� E '�+ EFDG I I / f / ° _ =wl r (� / ! [ W \ jr EVR-PH + EVR-PH EVR P Zp ♦ 3 EF©C 1fEFDG '�'+'r efts I t / I / / / t V ( � W M �. I \ P f-� ��.'� " PHA \ ♦ Fss EXISTING CONTOURS AROIJN THE �r7� ►�I+ 1 i / / / / l l / _ "'-+.E ♦ PROPOSED RESTROOM BUILD II V� ARE ?Oft M / / / / _ EXITING PATH ATION IS i / f / = W t / ♦ 1 `� SHOWN PER ARRABELLE PLANS� THEY j 5 / / / / ' / - ` � !N - \ � '"�•. ® F I G �,� SHOWN PER AR ELLE PLA 1 . / I �H ' u T TA m \ \ 1 ' ' � . k ARE NOT $ABED ON A FIELD SURVEY. X,S�N I TI I� VATI NS / i / / / j Ili 11 11 11 I \ � .� \ O Y 60:10 ♦ / PATH LOCA 0 ELE / / / / / /11\ . , ♦ \ co K � / HAVE NOT BEEW FIELD VE FIE4, / / / / z ► / / A \ ' F / / / S 1 / ®%.�, EXISTING TICKET"O�ICE ELECTRIC �VIC 1 ° ( \ \ ,,,� ,... Ews ."r'. Ews Eti �� / / / / / / III I _� .��- _____,�_ _ =___ \ \ j� 1 - 1Y2 CONDUIT FROM�ANEL ON WEST "1 Ews �'".• Ews \ ,.c - / / / � / / � / / ` m ° LL OF GONDOLA BASEMET\IT -(JQ_ AMP, ♦ ; F EWS �'\ Es EXISTING CONCRETE PE / / I �`' I / / / / /11 Slt�llr, PHASE PER TICKET OFFICE P'CAP � . _ 3 f - ..+!" E °� r DES +rte E \ � / DESIGN PLANS. f / / / j J , / / �_ __ T- _ _ _ L%, _ _ _ �J \ �.� =, EES \ �� 1 / , r l , , l / , LEGEND ---- \ -__ �_ - - ; , ♦ " ( EES \ „ \ CONTRACTOR TO FIELD ♦ ' ' / / t / 1 ( / / ! / / ° � � \ \ I . I �. . ♦. Fss EXIST 4 TICKET VERIFY EXTENTS / i . .I �� I � \ I // / - - \ . %% A �rn \ . E I _. I - OFFICE TER X 1 / / / I / / , I I "- PROPERTY LINE \ _,. / �`r_` _ m �� EES �� EES ��. EES �S.F EES EE\S . .;; E> / is SERVICE LI E F.`'� \ • / / / I \ !1/ / \ � I \ \ / ` �i \ .. ;,, . / * / / / ( � ' , I� /� / - - - - - - - - - - - - EXISTING EASEMENT 11 _.,. ��` _ \ / s ♦ i / ' I /' EXISTING BUILDING t � - . ; , - -� ®_ � \ \ � OT 2 y--i .. ., 6 ' PVC / t , w , � ; � / IIIIIIII E TING SAND /OIL INTERCEI R \ \ �� \ \ .. . i INV. Olaf = 8116 . 0 f I / -- -- -- ------ -- -- -- -- - --- EXISTING EDGE OF PAVEMENT 11 w RIM NORTH -_ 812)1' . 5 \ ` Fss . � � I \ ACRES / / / / / / ! � �, / I \ v f \ - / j� l 11 i / t APPROX. 50 STREAM SETBACK I m RIM MIDDLE= 81 1 . 0 l ' \ , \ - RIM SOUTH= 81 1 . 50 � ' o \ \ / , \ � `` e ! / / I J / 6 " INV IN - 81 4. 94 \ ` e / / / / I / / - APPROX. 100 YEAR FLOODPLAIN I 1 1 I I I , w , • / \ _ �_ , - - \ / / F v r ♦ / / / / I 1 1Q Plan Review com . 3 3 09 I I ­I I I , I / z 6 1NV OUT= 81 4. 77 � o 6 " `/ \ \ ♦ / c� / / � / j I / / J ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ M EXISTING CULVERT AND INLET I I W vau�T INV= 8110, 27 kW ST t \ \ _ _ - J / / / / / CONST DWGS 02 - 19 - 09 BOTTOM SIDE 0 3. \ 2 J` �- / / / `� j ' 8090 EXISTING 10' CONTOUR - - m 1 TOP sLAB= s116. 27 W \ �s \ �- - _ _ _ _ - - - / / / / ! / i ' PERMIT 05 01 07 11� I \ W k \ s \ / / / f / / / / / / ( l EXISTING 2' CONTOUR - - I k \ r s . PVC, / / / 4� / 1' / / / / TOV PEC DRB 1 18 07 -10_ \. II EXIST 6 PUC TICKET \ ♦ INV. OUT / / , �`' / , / / l I EG EG Ec EXISTING GAS W \ k �' , ICE SEWER SERVICE \ ♦ 8116 : 4+ / / r / / ISSUED FOR . DATE. I EXISTING 4 MH , SOLID LID s / / LIN \ 17. 5%. INV- 8106 . 7+ s / / /11( „ RIM = 8121 . 55 \ k W 0 T \' , * / r ° ' / , G / / / / / / / / GM EXISTING GAS METER 6 INV IN 8114. 72 W k k , f ._ ! / F / / / ( / // I ( 24" INV IN (NW)= 8114. 98 I ` ' \ � \ ° ° / / w� / l / / / / ' 1 -- Ecs �-- Ecs Ecs EXISTING GAS SERVICE 24" iNV OUT S =8113. 39 W I \ s \ / , W \ I k k „ , _ ° e e / / , / / / / / EXISTING ABANDONED GAS SERVICE ;s : . - . / / / / / AGS AGS AGS 1 O k 1 , / r W ( ` 13 k 1 � ��� , EXIST 8"�C- 9o0 \ e / 4� / / l / i / / f ( IW w k I k "cA ; , SERABELL NEWER F S `` r �' e / e I / / , �� // // / J / / / EE EE EE EXISTING ELECTRIC PRIMARY y I � / / I � I I , � \ 1 _ XF511NG TRAILER CRAWL / r , / / / / EXISTING ELECTRIC TRANSFORMER ^^ �/�� /� ( 1 W II k I \ � � � � --' ' ° ° SPACE OUTLET DRAINS. / / 45, SEWER ANHOLt MH 46 / / I I \ z � � ` s � � - ' ~ � r f ° I / // M EL � = 8 12. 4' p / EM EXISTING ELECTRIC METER It AHN t.�.lNL./VLf1 ' ` , ss ( SHOWN PER TRAILER PLANS) e / / ( o EXIST 6 RJ DIP GONDOLA \ _ - _ , _ f X2..9- ) / e °GI / / 4� / j INV IN '( W) / 8102. ' / � O EXISTING ELECTRIC MANHOLE A WATIfR SERVICE LINL AND \ �- � � y, _.. -' e / / / / INV COT ( SF) = 8/ 02. 8 / ° / �� 6 " J DIP FDC LINE , �- \ 6 PVC -- e / / / 7 s EES EES � EES EXISTING ELECTRIC SECONDARY = vk ; or I I \ -- - Fss - - v --OdT= 8115. 81 � ' EG ,. ' / 1 / / / / - EQW o� EQW � EQW �■ W , / W ( I \ ,,, e Gr / / / // / / , / / EXISTING QWEST TELEPHONE / ° j ° I f / / EXISTING QWEST FIBER OPTIC rn ` ✓ w j I \ �, `� ° 00' / t / � / / / / f �� EQW-FO EQW-F0� �� EVR-PH � EVR-PH I I '/M'� EG� , SS r "' VG / 5 l � 1 / I \ ° VG cc Ec X1_'0' /" / % \ , / I /0 / / ! / EXISTING VAIL RESORTS TELEPHONE = w � / I EG s� .�"+■ EG � EG e `� E5 s� , / WO N _ - 11 /f /' / W I f \ EG e � - /� / / r / / � EVR-FO � EVR-FO � EXISTING VAIL RESORTS FIBER OPTIC CH IR V / w Q G / \ ~�" EG '�"�+ EG A ` ` CG / �" ° V`5 " \\ ,` / I I 6/4 r J / / / W ! i ti \ � -- - - EG FG V(, �, ° '� �, /� j / / EF0 EFO EFO EXISTING JOINT QWEST & VR F. O. I , ---+ E 5 '0 / / EIIIIIIIII / I _ / N �, I / \ , / Fs Ec �..�. 0� VS /� i �7� I / / / © EXISTING TELEPHONE PEDESTAL W / S / / 1 = W 3: I / / / - ' w �__� / �,� \ , j�� j J � V's / '� I / / ETV ® ETY ETV EXISTING COMCAST CABLE TV R� cf ! , _ t�V/ Q kk I I / MEDIUM ISTIING POSUNDS ``r`s / � � r - ES �� ' P`� \/r_ \ \ `� / / / / ! ETV-JT -� ETV-JT EXISTING COMCAST JOINT F. O./COAXIAL a °e .some .*06 N 3 / / , S �/( EN Fo Ery Fo EXISTING COMCAST CAN FIBER OPTIC . * • : 41104 9 W o / l ,� `FS Es i I / ® EXISTING CAN PEDESTAL V ` Z63 7� r- w ( f k! �, / S VS // / ° / % � ESM-A � ESM-A ® EXISTING SNOWMAKING AIR LINE 0 ° \ -- - 1 I / / E5 s / / J / ® ESM-Wo ESM-W ® EXISTING SNOWMAKING WATER LINE ee•• . .e.• e< % / i / �� l 5 � IV / / � 100 PR W W o / \ / f � Ew Ew Ew EXISTING WATER LINE W / / ES i / / I '� \ x�, � EXISTING WATER VALVE Q I / s /� / / I \ • \/ � 3 s 0 I / / / � F E / / / / V1 / ! \ \/ � � � W I / l .� f !/ I/ I \ \, ( � EXISTING FIRE HYDRANT `� 2 W o / to / E Dt ' I / f J ` t tiY0 EXISTING WATER MANHOLE W / / / � I / ' / \ / , II , Es /� � . �) / I I , � ES --- Es Es EXISTING SEWER LINE Lj I / I / / � , I / ( W ' EsI / / SEW MH E- 13 ( W/ CIP BASE) ( / / Ess Ess Ess �• EXISTING SEWER SERVICE LINE it � / , RIM = 8115 . 10 / I EXISTING CONDITIONS -_- _. .I Or W / / Vse�� �,i / / EX INV IN ( N ) = 8103. 70 ( 8" C- 900) ( f / I l I I / � / j / EX INV IN = 8102. 37 ( 24 ) ( / / ( III (( O EXISTING SEWER MANHOLE PLAN I ff -o I l Vs / >, ( 1. I ° , ' ffi EXISTING DELINEATED WETLAND f I ® � ` d � I II � %I i� / ,, EX INV OUT = 8102. 35 ( 24 ) I / ( / ./ \ \V r II 4? � � I / E5 / l ( I m u I �° \ W I f ✓ 4 ( ( I I ( EXISTING TREES AND SIZES W i I W I / E / e ° ,� I I / I l I �� I ° � ` ' I 5 �' 5 � , / / ° `� I i ff i ( I GENERAL NOTES I ? , j . 1 5 __- IIIIIIIIIIIIIIIIIIIIINIMIIIIII111 I G fi E / / ,� ` ( l 1 ( I �/ / / / l I i ( I J 1 . EXISTING UTILITIES SHOWN HEREON ARE BASED ON A COMBINATION OF I I ��� 10( W �� E5 >I �. / / MAGIC CARPET �, I I I SURVEY INFORMATION PROVIDED BY PEAK LAND CONSULTANTS UTILITY I ``�'i 1�, �/ S5 ' s / / / / /� �� r / / I /! j 1f / COMPANY AS-BUILTS, PRE-CONSTRUCTION MEETINGS WITH UTILITY M . ' 11 G <� G" -^ Es / " ° / / #j `� i� I I I (( ( / COMPANIES, TRANSPONDER DEPTHS AND/OR FIELD LOCATES/STUDIES WITH 4 F° � ® E5 �� � ` 'I a '� ,. / / / P� �N 1 ) ( I I SHAW CONSTRUCTION, SUB-CONTRACTORS AND UTILITY COMPANIES AND \ 4y'� Y ' _ / S4 / f I PER THE TEMPORARY TICKET OFFICE/RESTROOMS PLANS OR THE \ EWS ® EWS SG � tee_ �'// / �' ' ! e ^ ` ` '� / f / I I I /� J S If \ J EFDC EFDC DC EFDC ��. �F°G / i ` - - - - ' / '` / ,, / / I ARRABELLE PLANS. I I \ \ � FG Ef f'�� / ° / ° / ,� I I 2. TOPOGRAPHIC INFORMATION HAS BEEN PROVIDED BY PEAK LAND C 2 1i I \ C) �� E5 / •� .. - - - � � ,. ° , / / I I CONSULTANTS AS WELLS AS DESIGN PLANS AND SHOULD BE FIELD I / _ - �O J ( / VERIFIED. / � - ` e / / ° #4 / / \ \ E 5 �� / ` / -� / ° ° / _ f / , / / / / / \ / / 3. NOT ALL FEATURES SHOWN HEREON HAVE BEEN FIELD LOCATED. SOME I � `� - � FEATURES ARE SHOWN PER THE TEMPORARY TICKET OFFICE/RESTROOMS 1 / \ , V5 � 0I / / / -- - - - __._ � / � ` / / / / / / f PLANS OR THE ARRABELLE PLANS. 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S , , , oppor I "JEE / / El 1 0 0 i 0 I / I o- oll I � PFM I LIN 1040 lill / SOME OF THE EXISTING UTILITY LINES SHOWN HEREON ARE BASED / I ,- _�_ �� t- Ell . � V 1 \EXIS q ,I 7>�03� 0 I 37; , I I I '010 , "i I/ / 0 0 I I EA I I 00000"i , / // / � Vlm 0, RE[ = __� �� _ I I .. I _ _ _ \ - pfcc L _ � , r EVIE-IiI - / �r�� �l . > � � __ . / PAYERS imorm"E'all .4� 'I'i 1, Vii I I / ,ir/ ON ARRABELLE AND THE EXISTING RESTROOM PLAN LOCATIONS AND I a M I­ __ I � W I I I oil p ' Mf�_ I / , 1104 0 0 i q /IV am miao S5 mi� I aa� , � I , T r"� , il� / / / i k i I "I'Voo, �­ � p - ( r / 4�1 % : � i— �, Ni � / 4% I I V :� If .- _­­ ,­,-,�------ --I oro­`I�VIIo�o ;I- 0 I / Vio ) ""' - `�% ��Elilwiilixilliliiiiw "I'll...... 5 ; I 7 I I I -I �__4�1_ xi Ell -nQN 1 - / E/ HAVE NOT BEEN FIELD LOCATED. CONTRACTOR SHALL HAVE ALL UTILITY L , , , I'Alo. `,J "'ol . I I : � : ..."olooi- : 11111I i t . 41o, VEZ F � . . IN x � I EXISFING I 00000� / `3 III ,00, , ;� q.-I / I /fIlMa 1%%­ i � �\/ i i i L E-OP R I I_ �-�, N 'a" vlil� "I'Volooloo. \ ' I .1 _ ; � - _11� ��­Jo­ -oo,o­V �_�-,�nao!--�- �� I --a I 05 W ap;64 ii/ . � z so- : I I I ol I � I 4 I I I \ "J'al. I . IiIiiii,pil I I .1 I � I I I ; qi�V ON PRINT I-IN, / - � A w I Ii � 4 ; : � : 'll 0 ...1 I /I 41 1 TOV U11LITY 2 : I . i i � ! : : I I , I AB/AN ONED Ell / LINES IN THE AREA OF CONSTRUCTION FIELD LOCATED PRIOR TO , 0000� I . I . `� I I o � ifys I I - . -IT-IVIEV000VaomrIoass�IrIVIoE�EIro I 1;� ' S NE / COMMENCING WORK . III 1i . ol,,�oo,�I�E, I . � I - VAr VAULT (ETYP) . I! : � I I I I VQ ) / 0 4I \ ) I 42 �� .����� , I (// R I -1: ( � Ilc � lo�� to / �= ,& � 4a, 0000 q o:� �: E_ ii ; ll --k : �� I ill .-. I I I I L o7r:� .. �, , AEVI :�, , -!-_ 4 III TING �, 1W 11,11111J..., I -_ Vo� i 0 / \ I ,,V,, I lw . . _1=,,,,,o,, - --,-- --000i / i I VTN jJ I 0 ,I I - � ,J � 0 --i ! IV ! 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J. \I TO BE ii ..V - L NG 8" W#TER / / 0 IC III Go III \,, ol - I �� , � � �Vl I I............ al \ 44 � W-4p H ww", " 14 trjo I / REQUIRED? �7 BANDONED. 00iiiiiiiiiiEro""""J�`*o"' (,,o) .oloo .ioloo - ­ I . I , J� o 111111I q I .Volool0000liI - ,�� " 1 %J W � " �4 / / : � to- - (o,' ,­,J` womom I - .I.Volo.polooloolo.ol I 'IV REMOVE EXISTING CUF *�_ `I:f � 0 / SERVICE LIN AND E)OS _ I / I .poloo, E��P-PHERZ!:7� � oDc ,Io: e ill fLDC LINE , ( `+22 1 ,/2* BENr%4-% if : 47 ONE EXISTS), , \ i .oploo EVD "' ?B S "' / 3 F P (I 11 -I "i 00000000000000� ��\i? \ p momgmw� Evil p 14 EXIS11NG WATER SER I Opp I IT PFDC / I / / I I � % -FDC I / I IF . 11 — __j ....."o, �� VtIlVdmamipjlq ��J pp ­1 , I Oull, Q,�, L � I 1 II 1 L IS F,Ep __�:w� a, . -�� , ,I (JID lo,oloolooll ­--7 - . I I 11 3�: I<\, EXPOSE EXISTING COF CLOSE. it Ir / KID _� 1 44IJ ' .Volo ..."I � 0 `Ii 41 1 x . ) , / / I / / 3. 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I 11 all .poloolooll" "....... �� 0 ..."I'lloo ..."i �� / I ,,,,--JJ ;0`J > .."I'll "I'Volooloo.......... All. �� — f 1 'Elloo,ill \ 0000-� !100i EVE'll ......."I'Voo 1-I "I'Volooll —1 "`� 00 r Vil � G I Il so ,,EE,JEEEE,J,,aJ .......Voloolooli� "Voloo............. "Joloolooll. �� ........"I" / �� FM folio 9 PEM F921 PROPOSED INLET i :11 wol � Ii , Ill ...."I'll olooll Voll000lloo 00000looloo opoopopoo ,loppopoloo oilloolooloo ....."Joill" .J."I'lloo' o"Joloo....... .......................... ................................ "I'll ililool"I'll / / I / \;o,_7 " \ to �_,Jool.l ii,ii.,00l .o,JoJ � I / iii "I'llooll. liiiiiiiiiiiiiii'l,li...iiiiii''lllll ��Jlaa ....000 401"i ,EJ Ill lo, :�' �� 'i 11-I .1i "Voll"..... "I'llooloo. z ...."I'll V..'EWEE' ..."Evoloo ."E'll / Vil / / I IIIIIIIII1,111111.......I \ J., 4z ,,o,;Eo,,,,00,0` / El 1�5 ..."I'Voloo � aropoll iiii............... - "I'Volooloo. / � 4 * / a 111 M qp:4rEEo,r /1, ..,J .0110"? �� .J - - - � ,4 � 0 \ I / I / __ . �A��J�JJ�JJ�JJ�JJ�JJ�JJ�JJ�Jill mommmmmmommomomm6mommommmmmommmommmongF� I P:\T0V02001\dwg\C0RE\W SCHOOL—RESTROOMS\MASTER\PROP—UTILS SS—RR.dwg, 03/05/2009 9:14:20 AM, TSL * ran f LT f; 17� Z mw - - - so tee :ti m —It lt� ffiftt, lt 'IlilI It te j Ittl If t, It 61i It, I mow 7 1 im i 41 1 tl� 400' FeI if� It Ir '17 te it , tor le it It. It It it rI 2 11 tl titZing-amp= 0 0 '1"7 f4' L It �7 rx z IIIF saw' 0 LIONSHEAD CENTR '7 i 26 0 gag= 1 4- 01 1 r. .. 4 4 L REFER TO SPECIFICATIONS SECT10N 02750 FOR ALL AR EXTERIOR SITE CONCRETE WORK. 4 LE V, 1 IF T IIIf I t 7-I0 0 tFF 28000 T TT L + ........... t2-7-9 1 L4' ITHE EXISTING ASPHALT SPOT ELEVATIONS ARE B t t -T, TING, TEMPORARY w 4 FOR THE EXIS EXISTNG SNOWMELT MANIFOLD (TYP) L! RESTROOMS/TICKET OFFFICE. ASPHALT LOCATION & 10 1 4 ELEVATIONS HAVE NOT BEEN FIELD VERIFIED. GRADE FROM PROPOSED 00+ HATCHING REPRESENTS APPROXIMATE 1FF 289 tASPHALT El FVA11ONS TO 14 AREA OF ASPHALT REPLACEMENT,T_ EXISTING GROUND IN t VING IN THIS AREA fI TO THE ELEVATIONS AND GRADES REA 0 3: 1 MAX. Ex G' STOR fRE: C- 7 FOR ASPHALT PAVING DETAIL I- L tt t ...... ......... L Z. . I IRE ArF 11i It f MATCH IN170/ EXISTING ASPH aLIT IN IIROVIDE 21 y EXI q THIS AREA (5% MAX J67 STEP I d I > 7T7 > > -1 z o/ 4_L_� I k 1A J L 4 It TIMIT) T-T z Pf,(OPOSED)/UNHEATED /CONCRETE L) I L I Ile le TREADS E: STRUC FOR DETAILS/ fL_T7 lie T Q 10 0�' oeF titor PAVFPq : f TWI(q \Ap 4 D 40000 fif S T 01 4� EXISTNG TOV UTILITY VAULT (TYP) 4� ilt 0 CE �2, 0 SAWCUT ASPHALT IN THIS AREA, REMOVE AND\ IN UANDSCAPE ARE�S. PROVIDE MIboMUM OF 3% SLPPE AWAY FROIJ DISPOSE OF ASPHALT LE Room SOUTH OF - SAWCUT LINE. "7 I8 ILDING FOR HIRS -1 1U . LOWER PjkTH Buaw REQUIRED TO dBTAIN 3%. PRqVIDE TING CONTOURS AROUN so b1N EATER SLOPE 17 POSSIBLE, EXIS D THE 4 lk- I PROPOSED RESTROOM BUILDING ARE Rv I;k pf(olp RF ET FAIR SHOWN PER ARRABELLE PLANS. THEY 010 -4k "5 9�1 W4t E TING PATH LPCATION IS XI so SHPWN PER ARF ABELLE PLA TION/ & E NNOME' P4TH LOCA "LEVATI HVE NOT BEEN FIELD VERI ED. , P90POSED SUB—DRA�N ME14S CqAWL. SPACE DRAIN tZU I LE I LINE. RE: C-5 +22,0 PR DIE 8 /BLOCKOUT IN AIDE 45" HORZ BEND TER 0 PEAM , XROOM N BLOCKOUT STA 0-i e128 2 INV= 181 RES 57 T ELEVATION 8118. 88 (95 ARCH ) 0 eve maw eview com Plan R 3 - 3- 09 6 PVC t I INV. 0 8116 . 0± CONST. DWISS 02- 19 ­eeee09eeeeeee 0, t00 05 - 08--ee­ 08 PROPOSED 4 SW35 PVC A� —---------- — ---------- DRAIN LINE, SE� STORM PERMIT 05 - 01 ­,,,, 07 TREAD (TYI PROFILE 1 TH7 SHEET ROPOSED, -,VNHEATED CHAIR 8 TOV PEC /DRB 1 8 � 07 3 , 6 � . , Ner%jfx�INETIE STEPS A ADS RISERS, '18" IRE ISSUED FOR 121 , 75 I-,RE. STRUC- , fOIR DE V ' 6 VC NV. - 'OUT 'D SNOWMELTED PAVERS ' 81 t(5 . 4± ` ,, PROPOSE ox —7 FOR SECTION (TYP). RE: C 66) 40P CAPE OR DETAIL. , RE: LANDS 'PAVER '9 .SIZE, TYPE ........... 9 1 1 ATTERN. game 9 4k* 7­7 ­7" -7 EAGLE BAHN GONDOLA ,EXf!S1'1NG TRAILER CRAWL SPACE OUTLET DRAINS. ( SHOWN PER TRAILER PLANS) it ­T_ APPROXIMATE LIMITS ' 6 PVC OF DISTURBANC 4P4\vL--,Ot'T 15. 8± t t *40 NOTE* REP PHALT PATH A ...... RAPHIC/ /SCALE/ REQUIRED BY UT`ILITY INSTALLA11ONS AND THER NSTRUCT19f IL9 C- 7 10 5 10 20 / 40 I J------L P, IN FEV _-000�10 ft, 1 inch .400e 53 LLJ Ld Ld z z z % 40 PROPOSED FINISHED U) 10 0 U') r, 0) V) OD < < 0) I < GROUND (LOCKER AREA) 0 T�l a. Alp Q. CO K)0. 0) 40 0 � C%4 C*4 � C) 04 EXISTING GROUND (SEE NOTE) woo 0 0 + + + 0 0 C) z z z > PRUVUbLU Z5 NYLOPLAST. . ...... NOTE: EXISTING GROUND IS SHOWN PER THE ARRABELLE CAST IRON INLET GRATE W/ GR4DING PLANS, THE 2% PORTION OF 4" LINE MAY BE 41" PVC OUTLET PIPE (TYP). LENGTHENED OR SHORTENED TO DAYUGHT. CONTRACTOR TO sopop 4AL 45* HORZ BEND 40 p CONTACT ENGINEER IF LESS THAN 2" OF COVER IS AVAILABI F, 000e ................ STA 0+28, 2 V_ Imoo INV= 18,57 LEGEND GRADING AN 8120 i AND DRAINAGE 2 , Ur%00vVU05, O% Z_ " SDR.35 PVC 9 2, o7o 4. EXIS11NG BUILDINGS 44, 6 LF PLAN 4 PROVIDE 8" BLOCK— OU FILL BLOCK— OUT ANNULAR 8 EXISTING PAVEMENT INV OUT=17.6 IN GRADE BEAM. CL OF SPACE WITH HIGH STRENGTH, STA 0+72, 8 moo BLOCK— OUT 18.88 NON—SHRINK GROUT. '41 tITING HEATED PAVERS 0000 EXIS 0000 PIER (BEYOND) VEF9TICAL 11130ALEo 1iiiiiiiit10" o0op 4 HOFUZONTAL SCAJLEm 1'=10' DATUV ELEV z z NONNI ST MOOMMENEENO EXISTING CULVERT AND INLET 810000000 o/ @ 21 . 0 u� � 8114 — — — — — — — EXISTING CONTOURS C � 4 00 Co 00 00 W4'gk* EXISTING TELEPHONE PEDESTAL 4A 0+ 00 W40 3.3% PROPOSED SPOT ELEV. 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I / / � � ' ' I I I - I �� 4" INV U S =81113*39 � � � �� eN'N I I I I .� � �� 1� 00-�� j / // A - � �� �� -��- I � � 1� 000� /V // 4�; / / / 1 / / (ELE TI ARE PERI I �F- �4 :1--� �� I A 0,,,,.� / . - % I �-� .� �� �� -& �N 'I � � � -�� 1� � 4F / / / DMIGN F&AN ND TO BE \ 7W� -�, �-�-O-� %&�� 1i ��O:� / -i ffl�r � %�� - �� ,4r� -�� -1 � � � .� If 1. BUILDING WALL RE: W � I � X � � I / / / ARCHITECT AND STRUCTURAL I F1 VERIFIED) \ 9-; �i �� APPROXIMATE UMfTS. OF -� � � � � � � � � � zx ( I / / It / / 4 �� I / / / / / (o) � 1% � ic�,�% � � o,,,� I I I I 6 BACK.�SEE . , z / ! / / ;I% � '. �, � 100/ Q / � \ � �Iff�� "5:::� ,�, III L-.- � 1. .;�C-. �� / / / / .- . COME NEW INVERT IN 1 �ffi� ASPHALT. RECREATION P � � � - - � - w� I I � \ �7 ,41Wf � TH N � � � � 00055� .-� llpe� / / / 3t! / I FOR R Z��Y ls�- DETAIL, SREET�C=,7 FOR DETAIL\ �� / A f�, � � . ,.�� � � � �, � � � �� 4;� 0-1� �� / / / � � RE: GRADING PLAN - / � I I SUBDRAIN . � - � %-G / / III / / W ,VF4r��- ,e,� ,,�� � � 0'I"' 1 \ � ,�WAI. �� .Iepo ,�7�1(j / / / , / � INVIL j �Mr.a�- ;;:::�� V/ / / / I -j .1� 11 �2 0 RT IN = 8115. -,� � ia , I / I ,� I �; --� .� .� I ' . I """"""7 1 (PER DESIGN PLANS) --W. 0�-- .� �� ,, 4eo� - If- LANDSCAPING S. \ e \ �000� BUILDING FLOOR RE: ARCH I / I !,n - -,�25V�� � -�0;0*"""` -�� SUBDRAIN NOTES � � � � -W�ff � � � - - � � .,o.o,� -�U !:�- � � � � a / III I 00=o�ft � "S�t� 4�4� V-" � �� AND STRUCTURAL 6 f �-. .� W� EfG �% . �0� - � % 000,�5 � 1 , THE GEOTECHNICAL REPORT, PREPARED BY KOECHLEIN CONSULTING ENGINEERS, (FF = 1 00'-O" = 8123.55) � � 2 ��_6-n N- .� �t I I t--!� � F'r *1 PROVIDE CLAYEY 2 9 3 / I _aeo_� IN � - %L � � � i4��-�� .,,,.,,,o,`0I0"I"`I" I 1E!G vo� �� I � t� � I � � � I 0� INC. DATED NOVEMBER 15, 2006v JOB NO. 06-131 , ADDRESSES SPECIFIC 1 S5 M0W9%1Wwi -- I .. �%X� IIIIIIIIIIIIII �- I / \ � `4"`� -0 �j � ,,,,,.o,,"d0"`I""` I �� I ,...� � N � 000010� BACKFILL IN I *I � 0�0�� CONCERNS ASSOCIATED WITH THE BUILDING EXCAVATION , DIEWATERING, / I La ,I , I I �,I� !:G 1-j � 400� \ 49��& 1 ,`� r-rI -�� � � � � � III � � ,�.`I0"""""` . 5 � � 9 a -� � Oi&� , � � �-� ZmRft=�� EG wmmww� �.10 �� LANDSCAPE AREAS. 3: INSTALL CLAY DAM / i at Wg / vo- - \ 1� � ..D -��,- ,,,,,,,,,"`I""I"I" � 000000 'I '0000� -�% SUBDRAINS AND BACKFILL IT IS THE CONTRACTOR'S RESPONSIBILITY TO 1 cc CLEANOUT PER DETAIL A I �, A ,� M AT PERFORATED / A � I MIRADRAIN 6000 OR EQUIVALENT DRAINBoARD. / -I-AiiF � \ �� .o� ,a 4�� ADHERE TO THE RECOMMENDATIONS OF THIS REPORT, THIS PLAN IS FOR If! I 'Ile, � I It. - 0 1 1 \ �ffir,-gp ;0� " / � �k, �� 00 AND SOLID PIPE �� I I Z��G � EG �� �� i�:I � :�� .Ioo� SUBDRAIN CONSTRUCTION ONLY, REFER TO STRUCTURAL PLANS FOR ALL DRAJNBOARD TO STOP AT SUBDRAIN ELEVATION . . . . 4v�& z .,,,.� � =e=Mft1d1 .� ,� g ft W a ..**!!*&. . III INTERFACE. W I a \ I � - -r�,9-� �,.,,,,,oIIIIII"` ��. 00� PPROOFING AND I q� �, �:-- 7 100;io 0) Q III , FOUNDA11ON INFORMATION . & 2 � �� I / , # 0 4< 0. 2 -, .-,I :�� 11 0 III 4i I < g, q, � ,o.,,,,`II0II"""" � 0 () P 0 0 � " - I � .0r,,`0`I0�""` � CL t " I W 1-1 \ � � � � - 4o �,� # PROTECTION BOARD PER ARCHITECTURAL PLANS . to W (96 . 1 1 - - / � \,,0,oIIII � Vs --� I !*40 OIL% : " 3 =8119 .8) " �4 I/ \ ��� ,,I , � � ,,o,,,.,,I"I`I"""` .,W .. I ABOVE . 495 W , _OL � 2. SUBDRAIN INFORMA11ON ON THIS PLAN WAS DESIGNED FROM THE FOUNDA11ON -� 0 . 111i 7 PER PLAN 6 � . /,W� I � - - -- W � � � � I;��C, � r:�� 0J ,.3 FREE DRAINING GRAVEL, 21 WIDE9 1 ,5 , ! ', liiiiii "`� NIT DIRT PER PLAN ff III / 4ff,�g� '. � .,,,,.,,,,"`I""""` � .1�e:"`�� , PLAN , DATED 01 -26- 09. REVISIONS TO STRUCTURAL PLANS AFTER THAT DATE - � '��, / �� ADJACE � X � �� � a � I , / / \ �-Np 11� cjic!) 22763 y\ Nr,\ y\ X . 11 11 � ff / � . , �, 777-777�77W�7 � 1 -7 -V IV, --1 ,,,,.,.,0"`I0I"""" - . �� i 77 /N � X M 1 00005�p WI THIS PLAN . DEEP (SEE NOTE) , x/1 � NZN\>,\ / ��X/N� - 0-� � ,� a a /X/>\ -� X 111� \ 1- I I x ,\��\J��\yz�)�//\\ le\y�\��,e\zy� \ - I \ / - 0V00`0"II""" I� 1 , �<��,\X�,�'</�X, / / / � 94" GRAVEL �/ Y/ -Z/ V/ I . � I al I A � .,.,.� -�Io IIIIII * � - � .1 CONNECT PERIMITER DRAIN TO -�X6 ,\ �\ �\ �\ -&� �- 49�� .,,� / - .� - N \\��/%�/\X�505\�\�\/\\:�<� .--�Wj �w � �� �a 0-t� 0 CRAWLSPACE DRAIN AS SHOWN ON . -0"=8117,55t ./,.AROUND PIPEkX/ ?/% �/z ?z >//\/�� � W 8 \ / ,,,,,,,,,F`I`I"""" I' l ,,,,,o.,,,,,o,,,,"`III"""""` If 3. SUBDRAINS NEED TO BE INSTALLED BEHIND ALL RETAINING WALLS WHETHER 9V m mf N\� / -W�& ,I -`� N , \N % � % N � - AigF I- 4 000,,,,oIIIIIIII THEY ARE SHOWN ON THIS PLAN SET OR NOT, W \\ �,\-\)f\-\ �\ - �\�,/ N / � Nl� � , 0 aw �(941 '� 7 \<� �\\ \ \\�K%\�,�\�< I � � 1 / , � / &W110 � I . � - - I o'N / I � I -, V� , z . ��>//Z//�XO/0//\ � ff PLAN . INSTALL CLAY DAM AT """"" � \\> , / IN��/X// x I bi I / � / ,,.o,� � � ��� tio� � I F Z , "' � N� n , ,�,/ ,�/ 41Z� ,q%i, \�./ � � — I W 6 \ \ - nz x - n/ \\ -�, � 9 ,W � / .,,,,,,,,."I"I"""` � �N 7/N7 , I a ,o,,,,I,s,,,,,, - \ %Y -\%� / .,.,,,,,,,Io,,,IIIIIII . /�/V///\ N /)\// N \yA\/ A\/ X0 , N -4&� . ,� " /�\ N/ - � � ��-� I PE INTERFACE, , ,X /N Z� / / � - 1 4. KOECHLEIN CONSULTING ENGINEERS, INC, IS TO REVIEW AND APPROVE THIS , " \ \ IN � A �\w J/� I � W . \ � 4� / 1 � W�� -� 000� ,.,.,m,� '. 4 , xm x� �� N ��\��Y\\�\�;\/\�;, .. � I �w I / 0,o.o,,`I`II0I"""` � I , � ,� , �� I I &/ tI"I`I� �""`II"`I"" 30 MILLINER UNDER DRAIN BOARD, f. . . / �/ I VN I N � � Of - -CL 0 PER DETAIL A �, SUBDRAIN PLAN PRIOR TO CONSTRUCT]ION. / \� IC I I � I / I / x �<I /\\X:,�x\\Z/�x ' 4/ � I 0 0 / . % � \ / ,\�// \�/x \�/z N/ , I IIII - Is ,,,,,.,,o`III`I"""" �ff& I � z . � A / W ffffg� or . :<//\� / �� �< A � - fF ��-"w �\y N�if- �\ I �\ 11 III -:?; . - \ " SOLID RIG \\ -\ :�t 3 . A' 41 ��, z 'K /K /K / � 3�%11 - W <: y I . ,>\X/, � �/ �\� /\/�,�// /�/ /j>/\��/ \�,/\>�,/V� - '01,,,0"I0I"`I"` - . \\ _ I -0 DR � - 5, IF UTILITY STUBS TO BUILDING ARE BELOW DRAINS THEY SHALL BE COVERED . ��\ � 1 % I %r P, f 0 S (11 ) / .,,o,� Am LEGEND j S1 09 e, ,�\ W 2 � --F� C, 4" PERF, RIGID SDR35 PVC PIPE PER . - W 00000""' / ,,""'do" 1�� � I � (CONTACT AEI FOR DETAILS), I Agr MENS EXISTING STORM SEWER WITH CLAY . - -- . �%� MINIMUM , OUTLET I N I / 5 �&--SL 00010� . 4 ;F �� . A I � / W,,,,� � - `f�s HIGH POINT OF SUBDRAIN SYSTEM (AT / / I - PROPOSED SUBDRAIN AND FLOW 6. COORDINATE CONSTRUCTION OF SUBDRAINS WITH PLUMBING PLANS, CONTACT � . -� GRADE BEAM I 11 I � 00o,o,`III0I"""" 00'."', - ,0I`II` INVERT AND SLOPE SHOWN ON PLANS. . PIPE IS BELOW I .,,o,.,.,,I`II0I"I"" 000,,,,,j / � � , / �. ,� SID � SD � SD � SD I -11 z � =4 m* DIRECTION AEI IF CONFLICTS EXIST, 2 ..t I 00ell""""" -49I:6. I INVERT) TO BE MIN 6" BELOW TOP OF .41 f ELEVATION AND :-It W 0 / �� / / .,.o.,o.,.`P`III"""" / ,,,�o I � - a.o.,,,,,00,o,`F`00"I"""""` SUBDRAIN PLAN . . . � ADJACENT CRAWLSPACE. . 4 - BETWEEN PIERS � 9 P / .-o / �,II,,,.,I,I.,,,,,I / i�$ � �� � �*W - --------4111� - . . � I W W Zdj ,,,,,.,,,0I"II"I""` ;IAiz I — - .. / � - 1I.74% PROPOSED SUBDRAIN SLOPE � . a a I - ; . I I I / / �,,,Io,,,,oIIIIIII 44v�& 7, PIPE NOTES: W X �s ooro AND . . 5 - � .= 1. MIRAF1 14ON OR . I I '0,,."� / aI,,,< � / '0.,,.o0I"""""" 197�� . . A i "O� � � - . EQUIVALENT r ,,.,,,0IIIIIIII"`I"I / e4% - " �t; / , � AIN INVERT 7,1 , EXTERIOR SUBDRAIN PIPING TO BE 4" SDR 35 PERFORATED RIGID PVC. . I Y/ ff � / I � / fW DETAILS I 4 . P� �,,,,0I""""`I`I =g;v 7, 2, ALL GRAVEL TO BE WRAPPED IN MIRAFII 14ON L�M*0�6 .'.t W C.) -jw�4, � Z-1 .,,,,,.,,,I`II`I"""I �00� � ,� - NOTED .C! L � - 4.,.,,.,."I`I0`I` / �� f PROPOSED SUBDRAIN CLEANOUT 7. 3, WATERPROOFING AND PROTEC11ON BOARD BY ARCHITECT, ;: I Lu I 0ao,,.`I`0"""" -00� 0 ,,, 00,,o,"01�` ffW / a ,,�o,,oIIIIII / 7,4, ALL SUBDRAIN PIPING SLOPES ARE AT A MINIMUM OF 1 ,079, UNLESS BEAM RE: STRUCTURAL , I ,,.,o� 1�: OTHERWISE NOTED, W� � � � ,,144� 1 a / ,0,� � 'W,,,,`WI`I"""" ,e ,,I , / IIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIII \\ a � �5 / , / ON PLAN \ if so I GRAPHIC SCAL, ��""� � ' .......00......0,,,,,, 8, AEl RECOMMENDS THE USE OF MIRADRAIN 9000 FOR WALL DRAIN SYSTEM NO CONCRETE PIER RE: \ �: \ � ;��1"""""" 000� / +8119* 8 E ELEVATION I , I I t�� SUBSTITUTIONS UNLESS PRIOR APPROVED FROM KOECHUNE/AEl THRU SHOP \ W \ ,,,,,,j 10900 5 10 <0 1 40 / .� . W r-) � %. L - I .0 STRUCTURAL A. 0 - .,,,,,00.0`I`I"""" 10� � / .V� 4vO% DRAWINGS PROCESS. \ "'.00IIIII 111\10�0f-- I I I I I . - e5 I \ I / / / .0,00""' Z> .00,� j 10 I \ I 4F- I jW 6p% 000o.,,, A� i�p ..,,,,O� / / 9, EXTEND GRAVEL FROM WALL DRAIN TO PIPE SUBDRAIN � -Vt � � -- - -- - - " �p 1 Cj k 6 H8< �� 10� z / / � � -� EG � EG � EG � EXISTING GAS NOTE: \ 0.,.o,0d0I0II""II � � - C3 .,,o,,,,olodoI`� ( IN FEEI,)oo �5 1 :: � X / / 10, "FREE DRAINING GRAVEL" ON THIS SHEET AND OTHERS IS DEFINED AS "FREE DRAINING GRAVEL!' ON THIS SHEET IS DEFINED AS .,,,,"< . - I h z � � U�' � � III* M ..Ill - F a ,,,,,� I inch,oz=SAD ft. I �� / "%� EQM �� EQ�! , �. . . EXISTING QWEST TELEPHONE FOLLOWS: MINUS 1 . 5 INCH TO NO. 4 SIEVE NTH LESS THAN 3% PASSING THE FOLLOWS : MINUS 1 .5 INCH TO NO. 4 SIEVE WITH LESS THAN ,O�, \ � .,, 00.,.,,"II0I"""I �5 00� , 10II""' --� / '40� / NO, 200 SIEVE AS PER GEOTECHNICAL REPORT, � 3% PASSING THE NO. 200 SIEVE. .0,,.,,`P`I`0"""" ) 'G4400 � 11 r-,\ .� ,,,.� � r. � 0',o,,, �� 100� .o,,0II"`I` 100� / � � I . Ii C 5 ,,,,.,,.00I`I"""`I` -41 .,r, �`%%. -.0.o..l< / / � Plq`R- -F`H � ;WR-Pw � EWR-PH � EXISTING VAIL RESORTS TELEPHONE 11 , MIRADRAIN 6000/6200 OR 9000 ARE NOT CONSIDERED TO BE PROTECTION .,,,,,,,."I"I"""" I - � - �111 / � BOARD. PROTECTION BOARD IS REQUIRED, REFER TO ARCHITECTURAL PLANS oo,o�< . .,(� / 400or � Ews � F-I,P�6, �� �ws � EXISTING WATER SERVICE AND SPECIFICATIONS FOR DETAILS. ro� "s � EWS imam � � It 2 :� L �s =zg;;;� � 45#e0ifts 10� - - -- FM 0' S - "� ,,,,0""`I � , V 'N ,,I"I""` . � � 7 i-I .� � § � FS � �� � `"�, � , � EXISTING SEWER LINE OTC � -LFL%,� In F UDC � 0 �� 00.0"' - Es M� Cl� ��- 12. HP = HIGH POINT IN SUBDRAIN. V Approx, Scale: 1 " = 4' -O" � - /� oe I � '. VFS � W - - - 191EM TV �"""'Iswc � �� 004"" . V -100 � � � . 0� ,%,.... � I 'I p �� - I � , .1 ',�� � , 1, � .1 � � I - - - I %11 .1 � 11 I �, - I \ I- ,==17 i ; I -�] I �I L . , I , L I I=— -- - - -- � I , - - �, � I J -1 L � I t I , I -- I ft— r - vjff� *,� � � .01I,"' � EZ55 � ESS � Eza5 � EXISTING SEWER SERVICE 13. GRADE AT INTERIOR PIERS TO BE 6" BELOW TOP OF PIER . 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