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Home My WebLink AboutVail Lionshead Filing 3 Block 1 Lot 1 Landmark Condominiums 2008 Public Works Set.pdf LANDMARK CONDOMINIUMS "- VAIL, COLORADO DESIGN ARCHITECT INTER/ORS S H E E T ( N D E X FRITZtEN PIERCE ARCHITECTS TORCH/A ASSOC/ATES, INC. 1650 E. Vail Valiey Dr. , C-1 750 N . Orleans St. EA3T CIVIL COVER SHEET SHEET C Ol Vail, Co 81657 Suite 500 L��NSHEA� 970-476-6342 Chicago , IL 60610 CIRCLE � / /� ' � EXISTING CONDITIONS PLAN SHEET C 02 �•vailarchitects.com 312-664-3346 P RO�.J E CT - � �`"''` www.torchia .com SITE EXISTING CONDITIONS PLAN SHEET C 02A ARCH/TECTOFRECORD STRUCTURALENGINEER GRADING PLAN SHEET C 03 A. EPSTEIN & SONS INTL,, INC. REDW/NE ENG►NEERS 1-70 EX1T y76 600 W. Fulton 0105 E. Beaver Creek Blvd. STORM DRAIN , PHONE PLAN AND CATV PLAN . SHEET C 04 9th Floor Suite 204A, PO Box 8009 Chicago, IL 60661 Avon, Co 81620 ` J � 312-454-9100 970-748-0711 �� SCALE 1 �� = 400 � WATER and SEWER PLAN SHEET C 04A www.epstein-isi.com P`" �1 � � � J O � Q o VI C I N I TY M A P S� B - oRA� N PLAN SHEET C 05 M/E/P & ENGINEER CIVIL ENGINEER �( � ,�^�� AEC ALPtNE ENGINEER/NG, INC g � `�---� CIVIL DETAILS SHEET C 06 Po eox s4ss 34510 Highway 6 � o a .� � � � � O 40801 US 6 & 24, Ste 214 Unit A-9, PO BOX 97 �,._I �_, �qg7. CIVIL DETAILS SHEET C 07 Avon, Co 81620 Edwards, Co 81632 -j'� � � rj �/q�` 970-748-8520 970-926-3373 V � � � _ o , , \ � � � � D O LANDSCAPE ARCHITECT FIRE PROTECTION ` � � nO � � � � SONESMAC BFPE � � � � � �, P.O. Box 115 P.O. Box 1068 �j Avon , Co 81620 Westminster, Co 80036 "'� O � �`\ � O �� `� 970-949-6490 303-426-0342 /-� ��--�' Q �� '/ !�"' � � Q � O Q L� D � �',�Q REVIEWED BY: ,- � �-- � \\ � � o � q p o . d � ,- C�1 a Q /� THESE PL ANS HA VE BEE�I RE VIEWED B Y THE FOL L OWING L OCAL ENTI TIES FO,�' CONCEP T AlJD CONFORMAIJC _F TO l_ OCAL " � � ❑ � � � /� � � � \ � � ' -� S TAI�IDARDS ONL Y. THE REVIE W DOES l✓O T IMPL Y RESPONSIBIL I T Y B Y THE REVIEWI�IG DEPAR TI�F_ l�/ T, THE L OCAL ---� � v � � E!1 TI T Y El�IGIldEER OR THE L OCAL ElJTI T Y FOR ACCURAC Y AIJD CORREC TNESS OF THE DESIG�d, _�-�" °° � � a � p /��, \ / � �--� � ' p I� � � O � p Z/ �` / O EAGLE RIVER WATER AND SANITATION DISTRICT XCEL ENERGY ❑ � � � � t3 Q r� ❑ �l � �Q �, � � , " � 0 O � Q � ��]o O � BY: DATE : BY: DATE: 0 0 . o ° � pO � � � � � p �� C� � � HOLY CROSS ENERGY QWEST 0 � � � � � � � o � � /� � a ��r--, . ; . � � O v � �� O�L � � L.11._.l � BY: DATE . � BY: DATE: � EAC�lLE � COMCAST CABLE _ B . Q �OLA ROAC� o � � � BY: DATE : _______ CHAIR 8 �� G� � ; PROJECT COI� TACTS PHONE SPECIFICATIONS � CON ? T� CIVIL ENGINEER, AEI TIM LEININ ERR � (970) 926 - 3373 GENERAL NOTES 1 . An shallow utilit conduit that ma be re uired and are not su lied b the res ective utilit com an shall 1 . CONDUIT: ARCHITECT, FRITZLEN PIERCE BILL PIERCE, ( 970) 476- 6342 y y y q pp y P y P y JAMES OHLSON be Schedule 40 unless noted otherwise. All 90' vertical bends in shallow utility conduits shall have a 3' minimum radius and all 90' horizonta� bends shall have an 5' minimum radius, unless specified otherwise. A. All conduits are to be equipped with minimum �/ " polypropylene pull line. ARCHITECT, A. EPSTEIN & SONS CARL GERGITS, ( 312)- 454- 9100 2. If any groundwater is encountered , the contractor shall contact the Project Geotechnical Engineer B . All conduit bends are to be steel sweeps or no less than PVS Schedule- 80 fully encased . Long radius sweeps are to ED CURLEY immediately. be used in main trench sections. Standard radius sweeps may be used at closure locations. PROJECT COORDINATOR , ALTER GROUP HOWARD OLSEN ( 888)- 814- 6564 3. Refer to the soils report (Koechlein Consulting Engineers, Inc . , report # 07- 125, December 3> 2007) prepared C. All conduit runs are designed on the basis that each separate run will have no more than two ( 2) 90' bends without for this project for compaction requirements and recommendations. All trenches shall be back filled and the insertion of an appropriately sized pull box . TOWN OF VAIL TOM KASSMEL- TOV ENGINEER- 970 479 -2235 compacted , as a minimum , to 95� Standard Proctor or 90� Modified Proctor with moisture content within 2� of � � optimum . Backfill material shall be free of top soil , organic material , frozen material and all non - structural D . All conduits will be PVC Schedule- 40 or better unless s ecified otherwise. If steel or iron i e is used between the LEONARD SANDOVAL- TOV material . If trench backfill and compaction requirements f�r different entities or agencies conflict, the more building and the property line, the pipe must be kept free f rom contact with any reinforcing s eel or other conductors CONSTRUCTION INSPECTOR ( �'70) 479- 2198 restrictive requirements shall be used. within the building foundation walL 4. The soils report does not anticipate groundwater or the need for construction dewatering. However, water may collect in the excavation from rain or snowmelt and will need to be addressed . Contractor should anticipate and E . Conduit( s) will be furnished and installed by contractor for the exclusive use of Qwest Communications. pro�cide for possible construction dewatering . The soils report also notes that existing fill material must be removed from below new foundations. It is strongly recommended the contractor read the entire soils report and adhere to F. Conduit( s) placed in the same trench with power supply conductors/conduits must be separated by a minimum of 12" the recommendations and requirements contained threrein . „ „ . _ of compacted soil or 3 of slurry encasement and have minimum depth of cover of not less than 24 on private property 5. The contractor shall keep 2 sets of contract drawings marked to fully indicate as- built conditions. The and 36 " of cover at the property line. drawings shall be provided to the owner and Alpine Engineering , Inc. upon completion of this work. Three ( 3) TOWN OF VAI L , GEN ERl� L N OTES as- built ties to all services, fittings, valves and manholes to physical monuments are to be provided by the G. Labs, water/gas pipe, flex conduit or plumbing fittings are not acceptable for use. contractor. 1 . Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479-2158. Obtain all required building 22. The Contractor shall furnish electronic and hard copy reproducible As- Built record drawings showing horizontal and vertical H . Conduit( s� terminating at a utility pole must be attached to the pole and extend to q minimum height of 12" AFG. permits through the Town of Vail Department of Community Development> 75 S. Frontage Road, Vail, CO3 81657. locations and elevations of constructed improvements including all utilities, and drainage appurtenances prior to acceptance of 6 . Select fill denotes native material with no rocks larger than 2 " in diameter and approved by the Engineer. If the project. no select fi� l exists on site, Contractor to use 3/4" road base. 2. SPLICE VAULT�MAINTENANCE HOLES: 2. All contractors shall be licensed to perform work within the Town of Vail . Obtain and pay for contractor's license at the A . All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be Town of Vail Department of Community Development, 75 S. Frontage Road, Vail , CO 81657. 23. The Contractor shall video camera (TV) all installed public storm sewer pipe prior to final paving and/ or other final surface 7. Provide 2 � of select back fill above conduits and lay warning tape as required by the Utility Companies and appropriate for specified size and intended usage. treatments ore completed. A copy of the video taping shall be provided to the Town of Vail for review and approval and the Town of Vail . 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to record keeping. � commencement of construction . 8. Compaction and materials testing will be required . Payment for testing shall be by the oWner. SEWER N OTES 24. me Contractor shall be responsible for all aspects of safety -including, but not limited to, excavation , trenching, shoring, 4. The public and the Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire traffic control , and security. Refer to OSHA Publication 2226, Excavating and Trenching. period of construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of 9 . The contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by 1 . All sanitar sewer construction shall conform to Ea le River Water and Sanitation District's standards and normal operations. 25. The Contractor shall submit and have approved a Construction Traffic Control Plan , in accordance with the MUTCD (Manual his activities, including vehicle fueling, storage of fertilizers or chemicals, etc. The contractor shall have identified y 9 of Uniform Traffic Control Devices), to the Town of Vail Construction inspector, prior to any construction activities within , or rocedures for handlin otential ollutants and have identified s ill revention and res onse rocedures rior to specifications. 5. All materials, workmanshi , and construction of ublic im rovements shall meet or exceed the standards and s ecifications p g p p p ' p p p p p p p P affecting, the Right- of-Way. The contractor shall be responsible for providing any and all traffic control devices as may be any activities at the project site. set forth in the Town of Vail Code, Development Standards Handbook, Construction Details and applicable state and federal required by the construction activities. 2. All materials and workmanship shall be 5ub ject to in5pection by the districts and �or their representatives. The regulations. Where there is conflict between these plans ond the specifications, or applicable standards, the most restrictive 10. The contractor shall conform to al ) Town of Vail rules, regulations and stipulations while accessing through or district reserves the right to accept or reject any such materials and workmanship that do not conform to district standard shall apply. All work shall be inspected and approved by the Town of VaiL 26 . The Contractor shall submit to the Town of Vail Construction lnspector and gain approval for a construction staging plan, workin within the town . standards or specifications. schedule and phasing plan prior to the start of construction . 9 6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated + 3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility construction . otherwise. 27. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and 11 . The Contractor shall repair and /or replace any existing underdrains, culverts or existing utilities disturbed by � surrounding areas clear of trash and debris. Any construction debris or mud dropped into manholes, pipes, . or tracked onto construction , and that are intended to remain , to the satisfaction of the Engineer and the respective utility 7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby a�rm responsibility to the Town existing roadways shall be removed immediately by contractor. Contractor shall repair any excavations or pavement failures - com an of the dama ed utilit 4. Compaction of all trenches must be attained and compaction tests results submitted to Alpine Engineering . , p y g y. of Vail , as beneficiary of said engineer s work, for any errors and omissions contained in these plans, and approval of these caused by construction within or in the vicinity of the limits of construction . The contractor shall be �esponsible for damage due plans by the Town of Vail Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to co� struction at no additional costs to owner. The contractor shall remove all sediment, mud, and const�ction debris that 5. The Contractor shall at all time5 keep a separate full set of contract drawings marked up to fully indicate as- built to the extent ermitted b law, the en ineer hereb a rees to hold harmless and indemnif the Town of Vail, and its officers may accumulate in the flow lines, private property, and public rights of ways of the town os a result of this construction 12. The Contractor is warned that conflicts with existing utilities may exist, including shallow utilities, culverts, _ P Y 9 Y 9 Y conditions. Contractor is to provide at least two ties from physica) monuments to all fittings, bends, clean outs and and em lo ees, from and a ainst all liabilities and dama es which ma arise from an ne li ent errors and omissions contained pro ect. Removal shall be conducted within 48 hours. Return all construction sta in sites to their ori inal condition u on sub - drains, roof drains, irrigation lines, water and sewer lines, street light electric service lines, etc. Prior to P y 9 9 Y y 9 9 � 9 9 9 P beginning any construction , the Contractor shall contact all appropriate utility companies for line locations. He manholes. in these plarrs. completion of the construction project. shall then locate all utilities ( including depth ) . Any conflicts with the proposed construction shall be brought to the - ri r n tr i n stakin . 8. All sanitar sewer storm sewer and water line construction as well as ower and other "dr " utilit installations, shall 28. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown , attention of the Engineer so that minor line or grade changes can be made to elirninate any conflicts with these 6 . The contractor shall verify existin9 � ir�e or manhole inverts at tie in points p o to co s uct o g Y > > � p y y contact the Desi ner for clarification, and annotate the dimension on the as- built record drawin s. existin utilities. All existin utilities shall be rotected from dama e b the Contractor at no ex ense to the conform to the local utility entities stondards and specifications current at the date of approval of the plans by the Town of 9 9 • 9 g P g y p 7. Manhole ( if required) rims shall be set at an elevation relative to the pavement in accordance with District and Town �° '�• Owner. 29. The Contractor shall have, onsite at all times, one (1 ) signed copy of the approved plans, one (1 ) copy of the appropriate of Vail requirements. Precast ad justing rings shall be used to ad just rim elevations to final grade. The maximum g, The fype, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall standards and specifications, and a copy of any permits and extension agreements needed for the job. 32. Contractor shall obtain at his expense all permits and inspections which are necessary to perform the acceptable vertical height adjustment is 12 inches. Manhole steps shall conform to OSHA step standards. be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the proposed work. work before commencing new construction . The controctor shall be responsible for unknown underground utilities. 30. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the N0. REVISIONS/ISSUANCES DATE 8. The Contractor shall take care to properly shape all manhole ( if required) inverts and benches to promote smooth plans or specifications, the contractor shall contact the Owner, the Design Engineer and the Town of Vai1 Construction Inspector 14. All construction shall conform to munici al or district standards and s ecifications and be sub 'ect to flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially 10. These drawings represent only the approximate location of utilities and are included only for the convenience of the immediately. p p � contractor. Contractor shall be res onsible for locatin all utilities, pipes and structures. Contact utilit notification center of construction observation by their representatives. Copies of municipal and district standards must be obtained by critical . Manhole inverts shall be constructed with a smooth trowel finish and benches shall be finished with a light broom P 9 Y r r. non - skid finish . All concrete for manhole con5truction 5hall be made with Type II cement with a minimum 28- day Colorado (800)- 922- 1987 to locate underground facilities. Contact Town of Vail for additional locates (970) 479-2158. 31 . The Designer shall provide, in this location on the plan , the location and description of the nearest survey benchmarks for the Cont aCto the ro ' ct as well as the basis of bearin s The information shall be as follows: � com ressive stren th of 3000 si. Contact Eagle River Water and Sanitation District for additional locates (970)-476-7480 ext. 114. Utility locdtes to be P Je 9 • P 9 P performed ot least 72 hours prior to any construction activity. Contractor shall ensure that work performed in the proximity to Benchmarks - Town of Vail Survey Control 15. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in utilities shall be according to the requirements of the requirements of these agencies. The contractor shall notify the owner's lans, field stakin or h sical features shall be brou ht to the attention of the En ineer. If Contractor roceeds 9. All pipe shall be constructed with pipe bedding as shown in the sanitary sewer plans and details. If trench conditions PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE°. ELEVATION = 8287.82' NAVD 88 . P 9� P Y 9 9 P representative of ony existing utilities which may interfere with the proposed work prior to construction. The contractor shall � � with the work without notifying the Engineer, he does so at his own risk. vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction . repair all existing utilities to remain which are damaged during construction at no additional cost to the owner. PROJECT DATUM SCALE FACTOR: 1 .00041186 16 . Observations of the work in progress and on site visits are not to be construed as a guarantee or warranty WATER N OTES � , . Tne contractor shaU coordinate and cooperate with the Town of Vail, and all utility companies involved, assuring that the by the Engineer of the Contractor' s contractual responsibilities. work is accomplished in a timely fashion and with a minimum disruption of service. The contractor shall be responsible for BASIS OF BEARING: COLORADO CENTRAL ZONE (HARN) NAD 1983/92 AND TOWN contacting, in advance, all parties affected by any disruption of any utility service, as well as the utility companies. OF VAIL MAPPING PROJECT OCTOBER 1996, STATIONS SPRADDLE N 1660652. 671 17. The Owner will provide certain construction staking . The Contractor is advised that this may not be all of the 1 . Water construction shall conform to Eagle River Water & Sanitativn District' s standards and specifications. E 2753950.797 AND WOODMAN N 1652148.916 E 2727065. 360, SPRADD�E TO stakes he will need . Additional staking will be at the Contractor' s expense. 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate WOODMAN BEARS S72'26'S3" W. construction or if any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 2. All materials and workmanship shall be sub ject to inspection by the district and /or its representatives. The district 32. Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish 18. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in , on , or about the reserves the right to accept or reject any materials and workmanship that do not conform to district standards or 13. The contractor shall submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water disturbed or destroyed items at Contractor's expense. project site, nor for compliance by the appropriate party with any regulations relating hereto. specifications. Discharge (Contact Colorado Department of Health, Water Quality Control Division, at (303) 692- 3590)> the Storm Water Management Plan, and the Erosion Control Plan . 33. The Contractor shall be responsible for replacement of any existing materials that are damaged during construction within 4 Re-issue for Permit 05�02�08 19 . The Contractor shall provide all lights, signs, barricades, flagmen , or other devices necessary to provide for 3. ERWSD and Alpine Engineering is to be noti�ed by the Contractor at least 48 hours prior to any water line the limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner. public safety in accordance with the current Manual on Uniform Traffic Control . Devices or as required by the Town construction . 14. The Contractor shall provide and maintain � approved erosion and sediment control "best management practices" (BMP) for the n i ri in I 3 Re-issue for Permit 03�12�08 of Vail . project duration . Contractor shall inspect BMP s weekly and after every precipitation event. Contractor shall document inspection 34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better tha h Is o g a and make re orts available u on re uest. Accumulated sediment and debris shall be removed from a bm when the sediment condition . Patching shall be done in accordance with the Town of Vail Street Repair Stondards. The seams of the asp a t 4. Compaction of all trenches must be attained and compaction test results submitted to Alpine Engineering prior to P P q P 2 Issue for Permit�Bid/100% CDs 01 �18�08 20. The General Contractor is to rotect al ) trees that are to be reserved durin construction o erations. acce tance. All i e shall be constructed with i e beddin as shown in the water lans and details. If trench conditions level reaches one half the bmp heights or, at any time that the bmp functionality is adversely impacted. All necessary patches shall be infrared unless otherwise instructed by the Town of Vail Engineer. P p g p p p p P p g P maintenance and repair shall be completed within 48 hours of identification, unless otherwise agreed upon . vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction . 35. Upon completion of construction , the site shall be cleaned and restored to a condition equal to, or better than , that which � 100% Design Development/GMP 10/01 /07 21 . Contractor shall restore and �or replace all disturbed landscaping and sod to a condition equal to or better 15. The Town of Vail shall not be responsible for the maintenance of storm drainage facilities locoted on private property. existed before construction, or to the grades and condition as required by these plans. than the pre- construction state and to the satisfaction of the owner. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as- built Maintenance of on site drainage facilities shall be the responsibility of the private owners. N0. REVISIONS/ISSUANCES DATE conditions. Contractor i5 to provide at least two ties from physical monuments to all fittings, valves and manholes. 36. Standord Handicap ramps are to be constructed af all curb returns as identified on these plans. The construction of these 22. The Contractor is responsible to instal ) and maintain sediment contro) measures to insure that 16. The Town of Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this handicap ramps shall be in accordance to ADA current standards. SHEET TITLE sediment- laden water does not leove the site. If sediment control measures become necessary, Contractor shall 6 . Water mains sholl be constructed with ductile iron pipe, AWWA C151 , with restroined �Mega- Lug) joints. AWWA C111 , project os o result of groundwater seepoge, whether resulting from groundwoter flooding, structural damage ar other damage. 37. After acce tance b the Town of Vail ublic im rovements de icted in these lans sholl be uaranteed to be free from (� ` / ('� \ / provide ongoing inspection and maintenance of all sediment control features. class 52, pressure rating 350 psi. All water mains, �re hydrant lines and water service lines shall have a minimum cover 17. The Contractor shall be responsible for insuring that no rnud or debris shall be tracked onto the existing public street material and workmansliip defects for a minimum period of two years from the date of acceptance. vl �/ I � vo V � � SH EET of 7' unless noted otherwise. system . Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, 23. Stabilize all points of ingress and egress with crushed stone to prevent tracking of mud onto public ways. 38. The Contractor shall be solely and completely responsible for the conditions at and adjacent to the job site, including safety The Contractor shall minimize all off- site soil trackin light duty front-end loader, etc. ) or as approved by the Town of Vail construction inspector. of ersons and r 9 • 7. All water mains shall be hydrostatically tested in accordance with AMD standards. Chlorine testing shall be done in p p operty during performance of the work. The contractor shall provide lights, signs, barricades, flagmen, or accordance with AMD standards. 18. The Contractor shall notify the Town of Vail Construction Inspector (970-479-2198) 72 hours prior to the start of any other devices necessary to provide for public safety, pedestrian and vehicular access as needed. This requirement shall apply 24. All utilities installed as part of these plans shall be installed to appropriate depths to meet the minimum continuously and not be limited to normal working hours. and or maximum cover re uirements of the res ective utilit com anies. construction. If work is suspended for any period of time after initial start- up, the contractor shall notify the Town of Vail of < � Q P Y P 8. Provide thrust blocks on all waterline bends per ERWSD specifications. reason for suspension and estimated time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of 39. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown construction . obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately PROJECT MANAGER 25. All inlet frames and grates shall be set to match the adjacent finished grades. 9 . Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, and , CARL GERGITS . additional bends ma be re uired durin construction . 19. The Contractor shall notify the Town of Vail Environmental Health Inspector (970- 479- 2333) at least 2 working days prior brought to the attention of the owner s representative for decision. The contractor shall assume full responsibility for all Y q 9 necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner. 26 . Contractor to provide a preliminary ( pre- shop drawing ) copy of the snowmelt design and layout to AEI as to the start of any earth disturbing activity, or construction on any and all public improvements. T1M LEININGER ARCHITECT�ENGINEER soon as it is available. There are potentially signi�cant issues to resolved and coordinated regarding the snowmelt 10. AI ine En ineerin , Inc. , assumes no responsibility for utility locations. It is the contractors responsibility to field 40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm draindge pipes to the ' s tem tubin and manifold la out. p 9 g 20. The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in YS 9 Y verify the location of all utilities prior to commencement to any construction . newly installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor accordance with the applicable standards and specifications for all work within the Public Right-of- Way. If the final PROJECT NUMBER soils avement desi n re ort does not corres ond with the results of the original geotechnical report, the Owner shall be for the entire duration of the construction project. The contractor shall be responsible to maintain all drainage within the 22650 27. Where Miradrain drainage board is specified on the plans, Miradrain 9000 is to be for horizontal applications 11 . Install 10 gauge insulated copper tracer wire along the water mains, and cad- weld, per current ERWSD requirements. �P 9 P P construction site and offsite drainage which is directly affected by construction . � and Miradrain 6000�6200 is to be used for vertical applications. responsible for a re design of the subject pavement section . All final soils/pavement design reports shall be prepared by a • � SCALE licensed Professional Engineer. The final report shall be submitted to the Town of Vail Construction Inspector prior to placement 41 . The Controctor shall be responsible for maintaining the operation of the existing Town street lights within � _'� 12. Verify all existing pipe invert elevations prior to construction . of base and asphalt. the project limits. The contractor may provide temporary street lighting approved by Town of Vail , when 28. Mechanical and Electrical engineers to provide phone, CATV, and gas requirements to Civil for coordination of existing street lights are removed. � ` �� DRAWN BY these utilities with the appropriate utility company. 13. PrOVide as- built drawings with (2� ties to water line valves, hori�ontal and vertical bends, service tap locations and 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 � R�(�`� �..�.. curbs stops. subgrade and/or base materiat shall be rolled with a heavily loaded vehicle having minimum single axle weight of at least 18,000 42 The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines �.• �, p'••.S� Ibs. Any subgrade/base section exhibiting excessive pumping or deformation as determined by the construction inspector shall within the project limits unless otherwise approved by the Town of VaiL d�t1►� '�Cy.�'� CHECKED BY 14. Any service tap fees that may be required as part of these proposed utility installations are to be paid prior to be reworked, replaced or modified to form a non-yielding surface. The Town of Vail Construction inspector shall be notified 24 hours rior to a " roof roll". 43. The Contractor shall maintain access to fire department hydrants and connections shall be � t? ' v � � SHEET NUMBER • making the connection to the main . p P maintained throughout construction unless otherwise approved by the Town of Vail Fire Department. • 15. The center line of fire hydrant ( if required ) discharge must be a min . of 36 " above finished grade. Coordinate all fire •. .•' hydrant locations in the field with Mike McGee ( TOV FD) prior to installation of any hydrant. A dielectric fitting shall be y'`•««`•�� installed between dissimilar metals. �� SEAL � 2d07 A. Epstein and Sons Intemational, Inc. All rights reserved. SID�WALI�/STREETSCAPE & SNOWMELT MAINTENANCE AGREENi]ENT • THIS SIDE'WALK/STREETSCAPE & SNOWMEL'T MATNTEN.ANCE AGREEMENT (this "Agresrnent"} is made effeative as af the l Ith day af November, 20Q9, by and between the TOWN OF VAIL, a municipal corporation duly organi7ed and existing under and by �irtue of the laws of the State of Colarado (the "Towd'}, and Landmark-Vai! Condorninium Associatian, a Calorado corporation (the "Developer"}. RECITALS : A. The Develoger has redeveloped certain real property in the Town of Vail, commanly known as the Landmark, which is located 512 West Lionshead Circle, Vail, Calorada. T'Eie redevelopment shall be in accordance with the Town of Vail approved plans pursuant to Building Permit No. B08-OOIO. � B. The Town and the Developer have mu:tually agreed to have the Deveioper ta provide design and constr�action services far the instailation nf aertain public irnprovements (the "Public Improvements"} required #o t�e cor�structed by the Developer per the Developrnent Agreement and as delineated in E�ibit A attached hereta � C. The Town and the Y?eveiaper aiso have mutrxaily agreed to have the Developer maintain certain public improvemt°nts, as delineated in Exhibit A attached hereta, to a maintenance standard as set and exemplified by the Town of Vail's maint�nance along similar public streetscape/sidewalk areas. NOW, THEREFORE, in cansideratian of the above premises and the mutual covenants and agreements set forth herein, the parties agres as fallaws: 1 . Mainteaance Snowrnelt System. The Developer agrees and confirms, it will be saleIy obligated for the cansiruction, installation and maintenance of the snowmeit system within the Public Improvements as shown in Exhibit A. This maintenar�ce obligation will specificatly include, without limitatian, provisian af snvw removal by means of adequate snawmelt heat sources, to an equivalent standard set by the Town of Vail's snawmel# system located aiong similar publi:a streetscape/sidewalk aretis in (i.e. Tract C c�f the Lionshead Mall}. This shal� include but is not specifically timited to; aperatian of snowmel� systerns' mechanical, eiectri.cal, hydronic, plumbing and material systems (i.e. bailers, snowmelt tuhing, manifatds, manifold boxes, pumps, etc. . .). De�eloper further agrees that it shall operate, maintain and repair the snowrnelt system, at its sole cost, in such a marmer equivalent to the Ieve� of standard set by the Town of Vai�'s snawmel# system located aiong sirnilar public streetscape/sidewalk areas (i.e. Tract C of the Lionshead Mail}. The operatian of the snawmelt systern shall continue at this set level at a rninimutn c�ntil such time the Town of Vail ceases ta vperate and rnaintain � the snowmelt systern along similar putrIic streetscape/sidewalk areas (i.e. Tract C af the Lianshead Mall}, at which time the deveto�er wilt maintain the obligation of snow removal, at its sole cost, as per the Tawn Cod�, howev�r tke means and methads will be At the developers discretian. Ttie Deveiaper will specifically have an�d retain the right and autht�rity to assign and delegate these maintenance ahligations to any Metrapolitan District formed, and tlie Developer wila be released from the maintenance ai�ligations so assigned and delegated. 698835.4 RCFISH i �si � � � M • 2. IvIaintenance of �treetscage and Sidewalk. The Developer agrees and confirms, will be solely obligated for the repair of Public Improvernents that �re adjacent to the Property and required as a part of ingress and egress ta the building as shawn in Exhibit A. Tbese maintenancs obligations wili specifically include, without limitation, surface and subaurface conditions, maintained� ta an equivalent standard set by the Town of Vail's stree#scape and sidewalk improvements located along similar public streetscage/sidewalk areas (i.e. Tract C of #h� Lionshead Mall}. This shail include but is not specifically limited to; pavers, paver restraints, sand, snowmelt tubing, and pavement subsurface structure. The maintenance nf siree�scape and sidewalk prn�vided herei.n shall also ba at the sale cast of the Developer, 3 . License to Enter and Access. The Town hereby grants Developer, its agents, cansultants and contractors a license to enter upon and to occupy any gortion of the Public Improvements fro the purposes of carrying . at�t the Develaper' s obligations pursuant to this Agreement, all at na cost to the Devetoper (unless Developer must obtain a Public 1�ay Permit, in whiah case Develaper shall gay #he Town' a usual and customary fees fox such permit). Develaper sha1l provide the Tawn with reasonable notice prior to entering the site ta repair vr maintain the Public Inapravemen#s. 4, indsmnification b� Developer. Develaper shall indemnify, defend. and hold the Tawn, its officers, and employees harmless from all causes af actian, clain�s, suits, judgments, iosses, acival damages and costs (including without limitation reasonable attorneys' fees} incurred by the Town as a result of tl�e negligence ar willful misconduct on the part of the Develaper in carrying out its obligations under this Agreeinent. Develaper further understands and agrees that the Town is relying on, and does nat waive ar intend ta waive by any provisian of this Agreement, the mdnetary limitalions ar any other rights, irnrnuruties, and protections pravided by the Catorado Governmental Immunity Act, C.R.S . § 2�- IO- 10I et seq. , or any other limitation or def�nse otherwise available to the Town, its afficers, or its empInyees. 5. Bindin� Effect. The pmvisions of this Agreement shall run wifli tiie Iand and shall be binding upon and inure ta the benefit or burden of the Developer and the Town, their successors and assigns, upon recording of this Agreement in the Eagle County, Coiorado real estate records. 6. Modifica#ions . Any modif catini� af this Agreement or additional obligations assumed by either garty in cannecrion with this Agreement shall be binding only if evidenced in wri#ing signed by each party or an autharized representative Qf each p�rty. 7. No Joint Venture ar Par�nershi . Na form of joint venture or partnership exists betw'een the Town and the Developer, and nathing contained in this Agreement shall be canstrued as making the Town and Developer joint venturers or partners. $ . Counterparts. This Agreeinent may be executed in counterparts, each o£ which shall constitute an original, and which together shall constitute one and the same agreement. 9. Recardin�. This Agreemen# shall be recorded in the Records af Eagle CQUnry 2 . ��---�' 10. E�ibits. All Exhibits referenced und�r the for�going provisions as being attached to this Agreement are incorporated Y�erein by this reference and made a gart hereof. 11 . Governin�Law. This Agreement shall be governed by and construed in accordartce with the laws of t1�e State of Coloradv, [Balance af page intentionally left blank] 3 G �� - �� ; IN WI1'NESS WHEREOF, the Tawn and Vail Associates have made this Care Site Develaper Improvement Agreernent as of the day, �nonth And year first above written. . TOWN: TQWN O� VAIL, a municipal carporation duly organized and existing by virtue of the laws of tl�e State of CaIarada By: S#anley B. Zemler, Town Manager ATTEST: Lorelei Donaldsan, Town Clerk �TATE OF COLORADO } } ss. COUNTY �F EAGLE ) The foregoing ir�strament was ackaowledged before me this day of , 20A�, by Staniey B. Zemler, as Town Manager of the Tawn of Vtul, a municipal corporafiion duly arganized and existing by virtue af the laws af the State of Calorado. Witness my hand and official sea1. My Gommission expires: i�otary Puhlic [Sigtrature blacks co�:tinue o�:followir:g pagesJ 4 . �. Landrnark-Vail Condominium Association, Tne. : By: Narn : Mar obel€�i Title: President STATE OF Ef}L-�9�rHf�-- TExAS } ) ss. COUNTY OF E�G�� I�.tR�s ) The foregoing instrciment was acknowledged before me this 11 th . day of November ,2afl 9 ,by Mark ICobelan = as 1'.� ° ' � nr of Landmark--Vail Condominium Associay �on a Colorada cornara � �n • Witness my hand and o�cial seal. 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P . �• EY PAN INLET GRATE E62 �'� v 3 ` '� -� .,_ � LEGEND ELEV. = 8163. 0' 3 0 -- � INV IN = 8160. 6 ' "' ,�., l - - � ` � -� � r- `' � - - - - PROPERTY LINE . � INV OUT = 8160. 4' I �,kX,;,�"� _ _ - - - - - � �' � J ` ~ � � J -- � :. X v(i . 1 . �� `y �, f � _ � f - --- -- --- EXISTING BUILDING W , W ; ~ ` " - -� � -' f � r - - -- - -- -- - - -- -- -- -- -- - EXISl1NG EDGE OF PAVEMENT ; � -- -- - _ EX,S�N� ��RB - ' . LANDMARK CONDOMINIUMS _ � t � � ; - � i - - - - APPROX. 50 STREAM SETBACK m� ,� y �- ; `- -� ` � AND GUTTER f �' VAIL COLORADO W � � � " o �1 = NORTH DAY LOT � ` � ' �` - � .r-� � � i �r_i APPROX. 100 YEAR FLOODPLAIN ' ALLEY PAN INLET GRATE E61 � � � � _,__ '°-- -� . X>3 i n � �' ' � � ■ ■ ■ ■ ■ i � ( ii ` � '� -� ,� �� " , ' ;' , ■ � ■ EXISTING CULVERT AND INLET ELEV. = 8162 . 0' ., ' INV IN ( N ) = 8159 . 5 ,' �J'�, ' � � � � '', _`' -- � � f � � � � � � _ , _ � � � ::� � `_ l' � 1 r �..r INV IN E = 8159 . 5' �-- - -- �yk :, ;. - - - - - - - - - - - - - - - - - - HOgO EXISTING 1 ' CONTOUR - - - - - - - - - - - - - - - - - - - - - - - _ _ �'�. -� - - � '�� " - - - - EXISTING 2' CONTOUR � � ._. -- W �,�•. , .r -� 15 P . V. C. - - - - - `- � � � Ec EG �c Ec EXISTING GAS � : _.._ U�W -Al�' = $159 . 7' { � - , f ` \ '��\ a ; ' � � ' ' �'� �, \, �-'� � � DRAINAGE INLET GRATE E64 ; ' ! � c' � � �` _'' \� �� '�- -_ ELEV. = 8165. 0, i- � �._ ..__ ; GM EXISIING GAS METER W � � � � a INV OUT = � 6.�. Z � � � ;� _, ;, - Ecs Ecs Ecs Ecs - EXISl1NG GAS SERVICE DESIGNARCHITECT lNTERIORS W - � �-. � � � � � � �-- � � � �' / � -- - - - - - - - - - --- - - - - - - - - ` ; _ _ _ _ � _ _ _ , � � ^ � --- - - - - - - -- - --� - - _. - - ._ _ » _ � _ _ _ �. �- -- - - - - - - - - - _ - - _ - - - - AGS AGS acs a,cs - EXISTING ABANDONED GAS SERVICE FRITZlENPIERCEARCHITECTS TORCHIAASSOCIATES, INC. J ,,� � � � _' " �-- - - - - - - - i ; � J ' � ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - . Vail Valiey Dr. , C-1 750 N . Orleans St. � U � � m �, � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - _- _ - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �_ �� . EE EE EE EE EXISIING ELECTRIC PRIMARY 1650 E � W � N - - � - - - - - - - - - - - - - - - - - - - - - - - - - - 8 � - .�,�� X -- - - � - - .. _ � - - - - - - - - - - - - - _ _ - - - - - - - - - - - �_ - - - - - - - - - - - - - - - ` _ Vail, Co 81657 Suite 500 - - - - - - - - - - - - :-:1- 63. 5 EX � 63. 5 E , ` � i i; + 8163 . 5 EX � � - \ EXISTING DECK DRAIN �= � EXISTING ELECTRIC TRANSFORMER 970-476-6342 Chicago, IL 60610 � `� i i+ EDGE OF EXISTING � � � / i � \ / � OVER STRUCTURE (TYP) www.vailarchitects.com 312-664-3346 � W ._.. .-. � � i � � 1 STRUCTURE BELOW EM EXISTING ELECTRIC METER Q � �, i � � f � �� O EXISTING ELECTRIC MANHOLE �✓�✓•torchia .com W � � G� ,�: y; *?3 � � �3 � � � Ei3 '�`' i � � - FES EES EES EES - EXISTING ELECIRIC SECONDARY ARCHITECT OFRECORD STRUCTURAL ENGINEER _ � A. EPSTEIN & SONS INTL., INC. REDW/NE ENGINEERS Z W � � i i - Eow EQw EQw EQw - ' i' EXISTING QWEST TELEPHONE 600 W. Fulton 0105 E. 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O. /COAXIAL Avon, Co 81620 Edwards, Co 81632 W � ( i 970-748-8520 970-926-3373 � �, i ETV-FO EN-FO EN-FO EXISTING COMCAST CAN FIBER OPT1C � ' � � i LANDSCAPE ARCHlTECT FIRE PROTECTION ` � rn T❑ EXISl1NG CAN PEDESTAL � � i SONESMAC BFPE w � � i es�n-A EsM-A EsM-a EXISTIN6 SNOWMAKING AIR UNE P.O. Box 115 P.O. Box 1068 � ' m � � EsM-w EsM-w EsM-w EXISTING SNOWMAKING WATER LINE Avon, Co 81620 Westrninster, Co 80036 � '� i 970-949-6490 303-426-0342 ' � i Ew Ew �w Ew EXISTING WATER LINE � � m � , ' i EXISTING WAIER VALVE � w � �' � 3 � '', , , � j� � , t � � � � � � i � EXISTING FIRE HYDRANT �� m �� . �� '''f I ' . �cr�" � � �� `�� ' . . . . . . � . . � . . � � . � . - � . � � � . � � . � � � . . � . . � . � � . � . 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EXISIING UTIUTIES SHOVNV HEREON ARE BASED ON A COMBINATION OF SURVEY ;� � i ` ,. J 4 D�t. P . /C . I . �- I � � INFORMAl10N PROVIDED BY PEAK LAND CONSULTANTS, UTIUTY COMPANY AS-BUILTS, � � S �. - _�� I` r f�� j r I '' i � � �� - ---�.e- ! I � I �s , 1 � - -1 ' - �J `f+� � �� i _� _ - - � - �1 I � � .�-- �. � - � � - f _ � 3 � �� - T _ / .�� 3 . ,y- � ` m ---' ; `' �_,_ - - - - - - �' �� ff � L �- � ' i � ,� ,� , � :` ` r ; ,•' � � i i PRE-CONSTRUCTION MEEIINGS NATH UTILITY COMPANIES, TRANSPONDER DEPTHS W .. \ �- -.__ - ._._ �,. ..� `,.- .. � � ;"� _ r l ; I 1. : � / t� _`x-- ..-" I I � �z � � � ,, �,, :;�� J ` ' ; ,: j,r ,> ?� . ; ri~ � �° i�y ff' � ,{ � ��` _ ; i i AND/OR FlELD LOCATES/STUDIES WITH SHAW CONSTRUC110N, SUB-CONTRACTORS AND � � \ W � � ' ' ; ; \ ,� ,� ;� � ; ( ; ` ; ,�, � ! : �' � � ; i UTILITY COMPANIES. U11UTY LOCATIONS COULD VARY FROM WHAT IS SHOWN HEREON. � � � � t � '��6 ! `� � � 4�VERHEAD BALCO�dY (TYP) � ' � � ' ' `j ' � � 3. TOPOGRAPHIC INFORMATION HAS BEEN PROVIDED BY PEAK LAND CONSULTANTS. / Y � � ,� p� X' � I I ' � 3 -- '"'� � -�' � EXISTING GARAGE �NTRY � f�, {"`� ° ,� �` f � • .'� f` e � � 4. REFER TO THE SOILS REPORT FOR THIS PROJECT FOR SOIL BORE LOCATIONS. w ° �= m � / i s . �' . � - �� ` ' ! ` I I W � ° � � t ,- -- J � F ' EXISTING GARAGE �� f �,%' �f`I � ;�` f==' ` � t! ` ,�` ` . ' j `�. �-`� � ' ` �� - ---� - -- . _ - -- -� i i , ii , .Y-�� -. , , . GATE CONTROLLER , � ,• t ; \ i i �� ; � , � � � � r�, � �^_ � i '` -�. -- __ _._ � � � � j � ,' , __ -_ t i i � � ,. � � , � � \ J !� L' ( , f� � 9 ` I � � I v � jt � � ! ,` � \ I I W � / c� � � '� \ i � �: r �� ; ,/ � � "' ' _.- �, '` . �l L - - - - - - - � W . w"'" � / ` � J ,` y///�r`_ � S - - _ _ _ _ _ _ � I � . � � ": / � . � .. I ' . � 1 ( � F . ~� I r1 \ . . Sw � £7 l f % . j. "` � � ��.._ ` � . N - /z . / /' � . . `�� `�„� � . . . . . . � � -� J , . / . .� f �� , s . . r ' . 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PO Box 8489 34510 Highway 6 n i J � 1 � ,� �� / �. - Erv Erv �rv Erv - EXISTING COMCAST CABLE TV 40801 US 6 & 24, Ste 214 Unit A-9, PO BOX 97 ` � � `� ' � � f � E-rv-�r EN-JT EN-JT EXISTING COMCAST JOINT F. O. /COAXIRL Avon, Co 81620 Edwards, Co 81632 i / � �� y 1 //, ' ',�,�: � EXISTWG GAS SERVICE NOT FIELD LOCATED � ! � o � ;� � +, `�. , , f 970-748-8520 970-926-3373 � W , �`'� �. � �•�% � � �, -��,� 1 ETwFO EN-FO EN-FO EXISl1NG COMCAST CAN FIBER OPT1C � � � �` �' � ir' �� ', � i � � = �• � '-%� �`' ' LANDSCAPE ARCHITECT FIRE PROTECTION o -,�='--�-�� , � � -� T� EXISTING CATV PEDESTAL - � � � � � � � � � � � � � � �� i � ' _ _ �` I�� r��'`�� - - - - - - SONESMAC BFPE � �-F ; r . �� ESM-A ESM-A EsM-A EXISTING SNOYVMAKING AIR LINE i a , � • � ,z., , .. � � � P.O. Box 115 P.O. Box 1068 i o SEWER MANHOLE MH 19' 0 � Esrn-w ESM-W EsM-w EXISTING SNOWMAKING WATER LINE Avon, Co 81620 Westminster, Co 80036 � � � I M = 8158 . 4' -- � ! 970-949-6490 303-426-0342 RM SEWER MANHOLE ( 3') E40A i � ) � � �� 3 S�� W 8 INV N � 8144. 6 ' � Ew Ew Fw Ew EXISl1NG WATER LINE EL ° 8145. 24' `� 8" I S = 8144. 6� ' E � � EXISTING WATER VALVE ( N ) = 8139. 3' � ' �,, ° a � � Y ' .. G EG EGS �3 � � � I � EXISTING FIRE HYDRANT ( S ) = 8138. 4' i I �' ' � ��EGS�� Ecs Ecs ��, eG ��.r, Fcs � EGS � EGS � Ecs � EGS � yYO EXISl1NG WATER MANHOLE I ' m Q`z `� y,'''� _-_s � EGS EG O � � g� ' � � .� tvr" ._ � �, , l- � , Es es Fs Es EXIST1NG SEWER LINE - - - - i � �' � - � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � / ° �, , i OS EXISTING SEWER MANHOLE T` /Ir�� EN �� EN � EN EN � 6 �{�� G M . t � d x '�� \`� � '■ Erv , g �. � ,� � a � EXISTING DELINEATED WETLAND � 3t� l �}�� , J { 1- � p � - � IY' � � l i \ i - . � ` z :"�� Lk , I I � . � � . . . � . . . . � � . � � \ t �� `�� , � i! % �\ 1 i t � \�� . 'w� �� '� � ` � . // -� I I I �i � / � � ; � � � �� /f � � t i , - 1 � � � e � � '�w e i� ` ,�, , � _ `,� s ��, I � � �-�'� EXISTING TREES AND StZES • - - � - � � � � � � � �� o , � :� �� \ I � . . . -�' _ `'�_\ '� j f :�- � / 1 . �'��.. � � 1� i �' `� � �j�r{3 . - ..; � t -�` . _ \' I ' . . . . . . � . . . . . . . � /�`' , , ��- 1 . � �� -` , F, ' . �. , i Fv ,, \ � , _ � � ,� � �;� � ; %� ' � � �� °� ' W `; � ,! GENERAL NOTES � \� -- - � � I� ' . . _ . . . . . . � . . . � � � � ' ' j . ' r� ; ` ,`� ' .-�� ,. � �. -- t ' � ' � . t � i { I .� --^ -'^ %-:-^r��, ��. �-- ,^�' --- � � � �. r f- EQW �!� EQW r� �G2W +`r � -- , i i % . �. , ; � w � �y� EQw � ��w r� EQw �� EQw �� E4W EQw �� *� WATER SERVICE INFORMAT10N OBTAINED FROM ERWSD ON MARCH 1 , 2004 IS , __ , EQW �1�1��€�JJ � � \ v N � \� ,- ` - i I � � � i1 �� -� o � -. �` - NOTED WITH *1 . . ' ' � - - - - � ~�-- - - - -_. � ; � i i � i /� �, ' �' > � 2. EXISTING UTIIJTIES SHOWN HEREON ARE BASED ON A COMBINATION OF SURVEY , �ti i � APPROX. WATER SERVICE i - ---- � - �, W � , > � _- -- ( INFORMAl10N PROVIDED BY PEAK LAND CONSULTANTS, UTILITY COMPANY AS-BUILTS, - S � - __ '� { PER ERWSD RECORDS . i � ` � _._-� - - -� ' ` �, �' ` � dt'-- `' PRE-CONSTRUCTION MEEIINGS WITH UTILJTY COMPANIES, TRANSPONDER DEPTHS i �� - i i NOT FIELD LOCATED . i i � � � � W � .� �- � � � AND/OR FlELD LOCATES/STUDIES WITH SHAW CONSTRUCTION . SUB-CONTRACTORS AND ( � �' ° � ° -- �fi ' i � ., � - UTIUTY COMPANIES. UTILITY LOCAl10NS COULD VARY FROM WHAT IS SHOWN HEREON. \ t ��' � � EXISTING 12" DIP -- � w � > - �, i i i i �- .� � � ti ' � � ` F FIBER OPTIC CAN 3. TOPOGRAPHIC INFORMATION HAS BEEN PROVIDED BY PEAK LAND CONSULTANTS. --- � �', ''' � - - - - , i � -.._ .� -- -� � W � � ` ,c, ; 4. REFER TO THE SOILS REPORT FOR THIS PROJECT FOR SOIL BORE LOCATIONS. �C�� , - - - -. .. _ _ _ � . . . . . . . � m �.., � . � r.,. -^ '\ � ��` �, 1 . . . . . � � ",-rr� ` "� � � � 4/ � . ... f y_ '_'� 1 1`_`\ . ` \ I 1 . . . . � � � . �� `� �� . . . � .nr.a . _ . . � ` � 1 � � � . � . . -� i 1 � - " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - � _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ - _ _ - _ _ - _ _ _ ' _ - �+ - _ __ _ _ _ _ � _ _ _. _ _ _ _ _ _ - - - - - _ � _ - _ _ - - - - _ - _ _ T _ _ - _ - - �� . ' I � . � - - - - _ _ _ _ _ _ �. - _ _ _ _ _ _ - _ _ � _ ' � (n `� � _ 1� O � �_ . � I . . � - - - � �_ t' . �\�y � � � _ _ . . . . . � . I - �- Lil ��` .�„- �� J I`f_' : � �, .... � _ _ --� � � I I I i �� ( EWER SERVICE 1 - 1200 PR i ! � -_ __ __ _, 3 � �._` � � w . w- � � -� : ,�' ' - -_ . I NTO MANHOLE � i ; � 'Q � --_ __. ` `� «„� _,� � , , � , i \� � � ``� � I � ' i1- ' w ,"',,�.- �__ � i , f DRAINAGE INLET E46 ' � ' � � i 1 I � i ; " _ -`_ `o_ _-- - � ` � / � f RIM EL. - 8140. 4' � i � _ � S �C 04A FOR THE EXISTING � j m � _ > �'�``�`� /- ' �ORM SEWER MANHOLE E40 INV OUT = 8138. 0' � �RIM EL. = 8142. 1 ' � , � _ G� � METER LOCATION EAST SEWER NHO MH 40 3 `� ��, f � � / _ � I ° o us `�f� / �� INV ( N ) = 8134. 0' �s , ' ,I��--�E- I � Rt = 8151 . 8' � � w w � �� , " j � � � � _. �� f INV ( S) = 8131 J ' � -� � i � � � 8'; INV ( N = 8142. 2; � � m W� ,ti � _� ; � ; ��'�= , �� % INV ( SW) - 8135 . 3 ' � `� � � � I �� I I 1 8 INV ( S = 8142. 1 i � � , �� , ;+ ! j - �� INV ( E ) = 8133. 6 ' r, �:G � i � ( � i � i :,;: : � ( � -'° � � � f `� ! ; . , � �ly' � � r , � � � . � Y '=• � = � -�``` � �\ . . � ��C, -. i '� i ! I I �' �' . � I ( � '-_:Y� `�`: � N� "'' ;�v 'v� `, f ' 1.� � _' � �-- j . . _ v° � �� E - - { I � a� � 1 R � . � � �� 4 �� ' j � � i I / I 1 . _ � � , , .. � �l� - / . � '-� �\� � �� ` � � I i �.� � r ' .a ��- � � � iF0 l rf :�� N� � I i I �' r °°�' (�' � r � , e �� _..`.`� � P I� �-- � I ` I � L� ❑ ' i �'� '� � /' � � �� ' . � . _ � . '� ' I - , � �P �.. __ . . .-_ , ._ .. y,__ . i J � � � i � 1 t � 1 i �- �� n � � � � � � � � � � _ .�'S. - � !4 (. � I �� l . � � I � � � 1 � r'J ' . ` ` \ ' // ` � � � `\ �` � � '-�- `�°' � ( I - - ABANDONED 3 GAS PER XCEL � � � f '� � ' i � � RECORDS. NOT FIELD LOCATED . i �, l ��, � � _ =- � . , �:` � � .,� . I ! � ' � ' F, '� �n� ,% " I �• ,, :; w�� , � 'J ; , . ' � •�, , . _ ��,.\ � � , \ I � � � ,. � � .� . �, � / - f , -_ � � . � . � . : "� � � I � I ' ' / �-- � , ` ' E � � �„y � ., ' �� , � �� , ' ; �`� iI \� irJP EX . THRESHOLD ; I ! ; .� ,� � � ,� � `�F, � �,, ; ;�`, , .. , � � ,�� y. `1 ,� � � � � ; - 8138. ? 8 I ' � ' � �' '�'�`' �� '� ; '�.�e,,, � y � ', , � ; _ , ; � �, :, �, � � � � _ , , � t � I ''•, � � � ., � �--r-�';-, _-- ----- --�_ - � o � , - � ��' � � � � `, i I i � � � :� ��,5 DRAINAGE INLET E45 , � � � � � `,'i 1 ' � i � � � RIM EL. = 8140. 0 � :, , 1 f � \ i � � � � \� l, �R f ', 1 '` -- - �� \ � � f F,�, �,; � � � � � I N V I N = 8137. 1 ' t , I , � i � � � � � " \n� ;t ', Iw . � � � ( F, � 5 INV OUT = 8137. 0' R �� `, 1�`' I i � / � �c' � w `�- "�- _ j�'� ��" � � ' � V i . . � ( j �� Q ti, / 1 . �l -m+ �;%� � S � _� � � � � � ' u� ��- 1 : � () , 43 . 28 � � ' a� � �j � _.. . .. � _f x _ . ��.c - ' � � � i ti i � ��r l � �; _ � , � � -- � . � � , /� I , ) � - ,: � � � - � i :. f i � \ - ( ; 1 � i I � 0 ❑ � -+ �3 W '+ r J `1) X -'� � � l � w� � �� \ J � � . .\ ` 42 + � „ � P . ` C;; � DRAINAGE INLET E41 RIM EL. = 8137. 4' � o � � � 1 � � r n � ' � � i � � � � , � �� ( i S �ES � E `�` S i, � w SEWER MANHOLE MH 1960 i 4 � -� `-�'�` �- RIM = 8147. 4 �, �, EX MH 19 �, rY - � „ � �" P. V. C. � ' j 8" INV ( N ) = 8134. 0' � `'' � RIM = 81 " r 1 � � ( 6 PVC ROOF DRAINS ( CLOGGED ) ROUTING NOT DETERMINED - _1 � 1 0" D R O P I N V ( N ) = 8 1 3 9 . 0' i W � EX . INV I �4. 0 �� r . � ' ' � �f � � 8 „ INV ( S) = 8133. 8' � i EX INV IN � �N�:� �OP ) = 139 . 0 EXISIING } i �� EX INV ,� � 813 . � � _ PED . #2 -.► SNOWMELTED \ i �, � ; � � . . �� . , �- . . . . . . . ,. < � ( � STAIRS � '' � ` TOP EX . THRESHOLD i E � ( � � , �� W , LANDMARK TO = 8 , 38 . 83 � i _�, s =,�,� � � � � TRANS ' � �� , ,y O � � � 4`` � 'I7Z- P i � � � � '�w � � '�' STORM MANHOLE �� I I ; � : I � � F � � _ , � i F RIM 8140. 3 ' � CATV PED . #1 � � t � � � � � ; � i � � . � / s � ✓ � M 8143150 �� ) � EST- 28 �y , � � 1 � ` , ^ _ �� j \ r� �.`�� ,! j� � ,� F � �� r EES � EES 2 x2 INLET Q � �� __ � �! �. ,y�. EES �� w � � W � � � % �. ��t �'1 � Q E4W �� EQW �� ow ....■ eQw RIM = 8134_ 91 � �;''. 1 � � r - , G� �. _ INV= 8131 . 44 ��' � � � w ■ � - � ' - � ;" ' .;,,` � w ,#", OVERHEAD CANOPY (TYP) J � � � 1`L RESHOLD , ' - � � � � - � £ �� ( ; �, ' 8135 . 26 ! N � . .. � � �\ � �' ;• � � W �. K m , ` � . . . W . i. � :. . . . : . \ . � , � � ' t� ' . . . r � ,,`, w � � - � - �' ` r �?� r' �`� - ' �'� EST- 14, 4' MH w/ 2' x2' INLET TOP - '� TOP EX . THRES �a m � F �- �1 � � ' -��,n-s��, � LIF7' HOUSE CONDOMINIUMS �" � W C0 0 D LID TOP EX. THRF�HOLD = 8138. 86 ° w � i! � � � � �� NO. REVISIONS/ISSUANCES DATE � m = EST- 60, 4' (MH , I� = 8�38 . 86 W � , : ,� ,,�, , fi 12 INV IN ( SE� 8136 . 70 � � � RIM 8135. 0� ' � ` ' � 18„ INV IN 8� 1 . 5'1 1 W �, � 12" INV IN ( NW) '-�.136 . 20 , 8 INV OU � 3 . 5 �` �� 12" INV IN ( NE) = 8136 . 20 � 3 ,, � � � � 18" INV OUT( SW) = 8136 . 00 I H � W � � � ; EETSCAPE PST- 30 � � ` ,� � � W _ STF�,T�C�AP�tif��I�C�L� 2' x2' INLET ( � � w �• W �� Eyy �:: 12" RCP � , � _ ', ` _.__-2' X ' INLET " w �'S� O c� ' 1 : -� ��,- _ RIM '- $ 13`d 40= 8138. 86 Y �L , / l � � � RIM = 8. 00 INV IN ( 12" RCP ) = 8133_ 94 � M3 �" /� , , ( EST- 2 �, EX . THRESHOLD r� EST- 15 2 x2 INLET 3 > , INV= 34. 50 INV IN ( 3"PVC)= 8134. 9 � _, , 3 w � ET'/ � E7v EN �� ET ' 3 ( � W 2 X2 I �{L� = 8138. 76 ��--_ _ --�-- - - v �� A I _ I ` ! ',. i > I w v �I�i1• �`P1/ rr� EN i ETV � ' � RIM - 815 . 00 � ,' ' - - - __ �._. ._ . � - - - INV IN ( 8"NE)= 8134. 9 _ . . �: w W �w � RIM = 8139 . 36 �� F�, � � K c ��,�? ! I N V= 81 � 23 � o �. � _ : __ \ » _ - - - � ew �.� ew ..■�. E Ew .�.� .��,0�1�,T--i81 �3�. 00 _� Ew �■� Ew ��. Ew � \ \ 6 � � I� U C � � RESHOLd ' WT . � � � `� � CO s Ess �. Ess " Ew � \ � � � ..� �SS _... �SS _._. D R I N � 8135. 37 � EST- 26 , 2 ' x3' LET ' _ EST- 31 W Ess �� Ess � � � ! ' � > � :�- . � i � C � \ K RIM = 8135 . 00 W �~ A � , P�1 2 ' X2' INLET i W � / 5 ' "� `t' � � �� ; I _� � INV IN = 8131 . 4 (6 " ) RIM = 8138. 20 W `� �,`' � : ` \ ; ' < „ , 12' RC INV= 8135. 92 ' ' �GQ F'Z F, � � j - INV IN = 8131 . 0 ( 18 N ) -_��- „ VG � . � INV IN = 8130. 9'� ( 18 " ) ' �=��.�- g P �-. - ' ; I W _ � / � � � � � ' „ � , _ '� � ss , INV OUT= 813 . 87 18 - -�� > ' 4,`� � � ' ( � _ ,�,��_ W > W `F � i � < m W � _�-° , : r � �'y F• � � � � � � . ' � '� .r.--�=-yrx:�+-�---- . . �,' � w � ty � . � . . � . � . . � . . � � . . . . < _.,. ,� � 2>. � :.:� , - - - - - - , ' n--- - - - - - ° - - - - - - 1 RCP _ _. _ � W " - - - - � �ss ETaL-�ETVJ_. ETV ETV � ` � � w F.�' � . .. _ _.. , .� _ =� `► � � � _ � , n , : - - 13, 4' H ID LID ! F�� F� � 2 Re-issue for Permit 05/02/08 m -� :� ; - ' ,'"�� IM = 81 �. 44 � �' ,'� , � EE F�Y s ETV i EN � ETV � EN � ETV � EN � EN � EN �� EN �� ETV � ETV � EN � EN �� ETV �� ETV i ETV � EN � ETV � ETV � EN r�fi � w _ �� , : - =� � , E EE � EE � EE � EE �RFCFp� EE � EE � EE �� EE � EE � EE � EE � EE � EE � EE ,_. EE � EE � EE �� EE � FF � EE � EE � EE �� EE �� -�Y � 1 $�� ` � � �ss ` - - � Re-issue for Permit O3/� Z/OS � - - F' Fiv �-4 .: . � � � � � � � ° r .� ., X` . '`� : ;: ' _ ,� ` - � ��-_ �-' ` w � °=` � � � , . � � _ �� a � � � � _ . �,� ;_; W �' , � _�; � {= ; - � - -� � $ RcP ��; .f��r W � T( W) = � � � � � 0 N0. REVISIONS/ISSUANCES DATE EST- 10 EST- 12 � -- �zt�s �� \ � CO Ess +�� Ess ( � ES S � ES � ES � ES � ES � ES � ES � ES � ES � ES � ES � ES � I� S � ES � ES ��5 �r �zSl�� ES � ES s ES �� F�� ES � ES � ES � ES �� ES �� ES �� E � ,x�, ��-� � x � �, ��, � � �, Fi� � � SHEET TITLE RESHOLD � � RIM = 8138. 17 RIM = 8138. 20 RIM = 8138. 20 ^ti�� ;�, �L 8135 . 29 � - � w IN �/ 132. R ° \/ I �� R� � 3 INV = 8134. 04 � �� ` � � EW � EW �� EW EW i EW � EW � EW � EW � EW � EW � EW � EW � �V1 � E� � EW � EW � EW �v EW Yi�iif `E�� EW � EW � EW � EW � EW � EW � EW � EW � EW � E� EW �/r '� , ` ` E X I S TI N G C 0 N D I TI 0 N S P L A N �`� 12 INV IN = 8133. 52 �` F � � 3 I EST=9 , 2' X3' NLET / �xr \ � w w 18" INV OUT= 8133. 41 > ��% <" RIM = 8135. 43 INV - 8131 . 39 W � ��± � �G w ��.` , � / ` �� , I � - m-- - - - - - - - - - - - - - - - - - - - - - - - - � � � xx �, w �F��' SE W M H E- 11 \ � W SEW M E- 10 � `. RIM = 8138. 83 � INV IN ( MAIN )= 8132. ` �"�i � I � RIM = 135. 07 INV IN ( 8 SERVICE) = 8 - � w ir�E� '51��' �s •�ri� EES � " . 08 � Fr� CARL GERGITS PROJECT MANAGER �, INV OUt = 8129 . : W I f1�f7f�1BELL� n ' - - - - - - - - - - - - - - INV OUT = 8131 . 88 ` �� - - - ; RESHOLD w ' V , - - -� Fr� S� 35. 2� ` TIM LEININGER ARCHITECT/ENGINEER ' � I : � , i ' i i � � ' ` �`� 22650 PROJECT NUMBER W I i i � � i i � � � � \ , X W _ I I I /�/ �� I FTV ��N a�� EN � EN SC� � � � � � ? ' I � l I I /� �\ I � »_� 0� �'� W I ' : i i i /� i� �� DRAWN BY i i /� �� . � � �._.• 6` W � � � `� ,� : GRAPHIC SCALE � � � i�� - - i �•'o. p'••:pj'�p CHECKED BY i i i ' ` O;•�� : � w ESS � ES � ESS � ESS : : � ��•� � � ,o o s ,o zo ao : O SHEET NUMBER w � : - - - - - - - - - - - - - - - � a • 1 � _ - - - - ' ' I - - - - - - - - - - - : � ( IN : FEET ) W . . . . . . � � . . . . . . . . . . . _ . . . . . . . . : . � �. . . . . .. . . . . . . ��••••NN•�� I - - . � . : . . : . . . . . : . : .. . . . : : . . � � � � : . : � � .� � . . . . � � . . . . . . . . . . � � . � . . . : . . � . � � � . � � . . � � � . � . > I W 1 inch ° 10 ft. / V � � 3 Dt� SEAL C� 2007 A. Epstein and Sons International , Inc. 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I � ELEV. = 8149 . 0' ��, ``� �� -- '� ', ' ,� INV IN = 8145. 9 ' �'� � �'� � + �` � � 1NV OUT = 8146 . 4' ��`� � � � i ,� N � - _ ._ � � --"; � — LANDMARK oRAW � N � N0 : CSK — 011 - = = CONDOMINIUMS REFERENCE : C - 04 ISSUE : ESI — d05 EDWARDS BUSINESS CENTER P. o. aox s� DATE : 05/ 12/ 2009 = EDWARDS, COLORADO 81632 = VAIL, COLORADO SCALE : 1 �� = 1 O � (970) 926- 3373 FAX ( 970) 926- 3390 DRAWN BY : TSL i _ _ _ _ _ . _ � I I � I , _ _ _ _ _ _ _ _ _ _ _ _ _ ___ ...... rn `n I - _.. __ � � '- � a � � ' CO ESI � 05 i � I JL� Nr,� � � �- J � . , . I Z � �j � � ! J � � � d. — � � � i z � � ! � X t(� � � � � I i — O) � � - ' � . i � � II �� _ ___ _.___ I N q._..� � I- Z____ I ___ � _._ ( X �- � . . ._.__ I . . . _ .... __ __ _ _ �. : _F� � _ i , ; � �� z � � ; I _ i _ � -NOO IC � z _ _ _ _ _ - � � co __ _ - � � ' � II � � � � fUISH i � '- � » � ' I � zOa Q � � � � E I � � zZ � I � � , � � " ; � � �- � � ; i � � z � � ; z zo � W ' ' ! � , ' � � " ii � � ; � _ ; ; X � z o � � i L 42 . 1 ' � ; ', w ' REIuIOVE EXISTING 15 " c� � - �- _ _ __.. - --__ _ . __ I _ _ S 5 . 8� i , _ _. CMP WNERE REQUIRED � u z o z _ _ , _ _ . _.._ _ _. .._. - t _ _ � _ ` _ I EXISTING CMP ; FOR THE INSTALLATION __. _ -- . . . i 18 ° HDPE � _ `j' � X > > - -- - - - i � ( BEYOND } TO ; EXISTING OF THE PROPOSED HDPE w � w z z � i I I BE ABANDONED /� ! GROUND L = 82 . 5 ' I ' � ESI - 005 S = 4. 4 � EXISTING INLET E 9 � i ; � _. ` � - � _ . _ _ _ _ _ _ 18 DPE _ ____ __ � _ __ _ __ ! .._.� � -�_____ _ - - - -- � - - - - _ . _ . 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'_ '...... _.._ _�...ao--n� ' INSTALL IN ;�SULATION - �-- __.. �w: .---� — --- -.. . .. .-- --.. --- � i B E LO W C U L VER T AT .._. _ _ _. _.. ___ -- �---'°"'�,,„� ��,�„�,�M�... _.. , . �_ ---- -- ..._ . � i WATER LINE � CROSSINGS ; - �-- - � EXISTING WATERLINE � ( SHOWN WITH 7' OF WHERE WATER LINE IS BELOW THE � COVER ASSUMED ) PROPOSED CULVERT, INSTALL ° M INSULATION PER ERWSD SPECIFICATIONS � � � � � � � 1 + 00 2 + 00 LANDMARK PROFILE 2 — PROPOSED STORM SEWER VERTICAL SCALE � 1T =10 ' HC)RIZONTAL SCALE� 1n =10' - LANDMARK DRAWING No : CSK - 012 - CONDOMINIUMS REFERENCE : C - 03 ISSUE : ESI - 005 EDWARDS BUSINESS CENTER P. O. BOX 97 DATE: 05/ 12/2009 EDWARDS, COLORADO 81632 = VAII.� COLORADO SCALE: 1 '�= �IO ' (970) 926-3373 FAX (970) 926- 3390 DRAWN BY: TSL � � � � � � � � � � , y . � � . . \ � . � . r � � . ��r � . . \ � . . . . . . � MATCH INTO EXISTING \ � _ ` ' � � r - ' --- ' C/G WITH PROPOSED C/G �' -� _ -- -- - � �" f LANDMARK CONDOMINIUMS � � � _ _ �- _ ., � _ _ � � � - � �r� � � ; � - _ _ _ NORTH DAY LOT _ . � � , _ �� , ; � � VAIL, COLORADO I � - ; `- � .v._ � --- '� � PROVIDE A RAMP (RE: DE ILS) AT . � ;, TAPER URB D � DO NOT DISTURB ADJACENT PROPERTY � � ^` � 1 ' 'r l � � � � ALL SIDEW LK STREET TRAN TIONS � WITHOUT PRIOR WRITTEN CONSENT ~ � � � J � � MATC SIDE { °-- �. �, � � EL 110N � -- ; FROM ADJACENT PROPERTY OWNER '-- -. � � i NE ASPHALT AREA ` ' � ` � -� - j EXTEND A PHALT (5° HBP &� � �� Q � `- -� -�, i EXISTING C/G TO REMAIN CONTRACTOR TO REMOVE AND DISPOSE � `' -� _ , ` � _ � _,.. �' � EXISl1NG C/G TO REMAW � 8° CL. 6 BC) AT EXISl1NG , 'o ss � OF THIS SET OF STEPS THAT CONNECT � � � � .- � � � � i CROSS- S OPE TO LIP OF � :"' _ . �62 8° : � ' � � TO THE NORTH DAY LOT -- � � _ f � �,. �- �" _ � `� ` PROPOSE C/G PAN . t � � � -_ �` � � l -- � DEStC�N ARCHITECT INTERIORS � � _.. _ --- -- '" ` � � � \ - - - - - - - - - - - - - - - - FRITZLEN PIERCE ARCHlTECTS TORCH/A ASSOCIATES, INC. i � � - - " � ' � �`�, EXISTI 4' SID ALK 65.9f E 66. 1 f EX 66. 4f EX 66. 5f EX 66.2t EX 1650 E . Vail Valley Dr. , C-1 750 N . Orieans St. i E N D P R O P S E D S N O W M E L T E D ( � TO BE MOVED �'� 66. 5 Vail, Co 81657 Suite 5 0 0 � CONCRETE SIDEWALK AT PROPERTY a �� \� � �r 66 ' •r� 6 6 . 5 � 9 7 0-4 7 6-6 3 4 2 C h i c a o, IL 60610 � � � � � - , g = �� \! � o� RE: STRUCTURAL 9 � � LINE EXTE DED. PROPOSED � '' p " ; 5 3/a" RI R� � ` �� PLANS FOR SECTION J ^' °' °' www.vailarchitects.com 312-664-3346 � CONCRETE SIDEWALK NORTH OF � - � „ �EA �. �� f � ,.- - --- ` � VIEW IN THIS AREA � � ,�Jq � � o - - - - - - - - - -'.�4 ---� - - - - - - - - - - �. r- - - - - - - - - - ___. _ i - - - - - - - - - - - --- - � , - - - - � �. � THIS POIN� TO BE UNHEATED. ; , ,; �, � f � www.torchia .com : . � - ._ _ �. ._ _ _. _. - � _.. .._ _.._ - _ / i \ 66. 5 ` -- � - .� - � - � ` _ / � � � REMOVE AND DIS OSE OF EXISIING � `� � '� I � � � - - - - - - - - - - - - - - - - - - - - - - - � CONCRETE WALK AND 11MBER WALL � �� .,� _,- -� _ _ �--- _ ��- _ :, - - �.� - - - - - - - - - - - - - - - - - - - - - - � AR H►TE T FRE TRU TURAL E 1 � � � � � - - ^ -{-8163. EX ; i i v, a, 3 5 � 3. � EX ~- --.._ .,, / � A. EPSTEIN & SONS INTL., INC. REDW/NE ENGINEERS i BETWEEN NORTH DAY I.OT ENTRY 6 , '• � + 6 . 5 � i • -- -_ � AND L.ANDMARK NTRY � �� .71 63. �c�. p / ,: i o -- � / 600 W. Fulton 0105 E. Beaver Creek Blvd. : � _ _ _ __ �. � m. � -. � � �.. .A. m _ ---- j � 5 � RISE S �. . . ? ,,�. 15 � ; c��O' >- _. _ _.. ._ ._ � a : � _ ._,. � _ . __ - , 6;7. 0 67. 0 67. o � + � � ' `� � � � � r T ' � � i � � 9th Floor Suite 204A PO Box 8009 � 11 TREA ` } ` \ o� ; 6�. 0 67.Q ! 67. � Q 67A i i , i i ; � 67.tr , 67; 0 67. 0 j 67.0 67.0 ; , ^ � � � :T�. . Y� !'-, i � � ' /�. :T I �� • i PR � POSED 1 ' HIGH i `� s � � ; 4: 67 i - ; .� � �: � t:� , . . ._, ... , k ' _ �_, - � ' � ' ' ' ,y i � . Chicago, IL 60661 Avon , Co 81620 i 1 : 1 B O U L D E R W A L L . p 6 7. � 312-454-9100 970-748-0711 . = � : � � � { � � _ ! a o E , . � � ' i � www.e p st ein-i si.com i � ' ' t � � - - - - - - { � .: , ' . „ ^. .; i .. , � -; _ - - - _ - - - ._ _ - - - - _ - - _ r � _i _ _ ._ .- _ - - - - _ _ - - _ _ - _ . 6 ? - 'L - _ _ _ _ - _ - - ; , " . I . �l 3 � EXTEND SIDEWAL CONCRETE ' : ; PROPOSED 4� WIDE ° ' : � ' ! � ' ' ; � � ; ; M/E/P CIVIL ENGINEER � INTO THIS AREA. SLOPE \ &� � 3. 5Q I I ' ` � � { � _ CONCRETE SIDEWALK � ° � -- -- --- ---� - -� , i � I =� ' � , AEC ALP/NE ENGINEER/NG, lNC � � __ � � . _. .�. � � ! - __ � �. ._ __ -� ._. _.� r._ ._ . _� i � EN iN ER i TRIANGULAR ARE TO MATCH `� ' AND STAIRS Y g � � � � � . �� i � _ _ __ . 3 €.._ ..i_ � �_ _ .; EXISTING CONCRETE _ .--- - -�; _� ! , i i -n _ , ; j �� _, -.,-----. -, � ,- -: . -- PROPOSED PLANTER =- i � EX � � i� . - : I ; PO Box 8489 34510 Highway 6 I ' DECK IN THIS AREA , , I � LANDSCAPE STRI (10: 1 ) _ ` ' � � WALL GRADE BEAM TYP E ' ° ' ; ; < < .( � ; ' I � ! � ; '� � m � _ � � � � • ! ; ! ; � 8163. 5 TO 8163.6t � � ; ; ; � ! . 40801 US 6 & 24, Ste 214 Unit A-9, PO BOX 97 � ; ~ � � : i RE: STRUCTURAL I ! ; � 1 : ; i j i = I i � : � i ❑ ` ` 8163. 5 EX i i ( � j � ❑ ; � ❑ ; � ❑ � ! ; ; � � Avon, Co 81620 Edwards, Co 81632 � �`' � ❑ ` � � � � _ ` � i ' i � z ; ; _ ; ( � � � f 970-748-8520 970-926-3373 !" °`,�,s � � � �� . � -/' .y i /: :,. i� � /. �iT�_...p'_'? � a s � j . � ! i i � . ` . . � i i � . 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REVISIONS/ISSUANCES DATE � ._ � � s "� �L E�f OF - - I ' `` IS HTING � i � � PART OF TRACT ; \ - - , n.m � , _ ; � , ; �� w - - - - - � � � C, LH 3RD FILING ; � � � � i i � , �---; , ; . � ; � ; , ,- Y . : . �__ �__ __ ___ _,_ _.. _ ..�, _ _< _.�_ __ I I , - , :� �. � I . ; : : � = 8135 . 26 ' I BOT THRESHOLD ; �'°--`� F ( � i . II � / �r ,""_ ' - � � \\ � � � � 8% I I � \ `.\\\ e 6% 4� 2% � + 53. 18t EX t ( - - 1 � i � ; ' � ACT BACK OF OP STEP �\ �� . �� ; ; ( { �� _ 8 6 Re-issue for Permit 05/02/OS , : '� "'� -- ..._. � �, � ,,,_ -s. � �� '� j ; : � � _ � __ _ __ .�_ _. -- .�_ � � __ -_�- - _-_ ___ __- --_. _. _ ._. . � \\ � 5 Re-issue for Permit 03/12/08 f ; ; ' , ; i ' MONTANEROS � � � � � � `�" \ � �, -- 1 :' ' , % i `- - °° �� C�N��N�UMS � .. I ( � � 6Y4° RISERS WITH EX 4" PVC ROOF 4 Issue for Permit/Bid/100� CDs 01 /18/08 LEGEND � : � � \� � I 12° TREADS DRAIN $138 . 7' � � % � ; 3 PEC Submittal 12/17/07 - - - - PROPERTY LINE a � % � I � EX. THRE OLD ; : EXISTING BUILDING ,�� ; � ' i w ! � ' _ � 38. � 6 -`�-- 2 100% Design Development/GMP 10f01 /07 �p � __ _ _ _ __ _ _. . . ��e....�,. . � V I � S Y . v. .._.,. ��- -- - . EXISTING EDGE OF PAVEMENT �"�t�� P r„ .�-- f'' � �° � � � ; � �y ; - ;-- � ;,�; -;, ! J � � 1 50� Design Development 08�16�07 -- ----- - - -- - - -------- -- -- -- - --- � ,,. � � ��'� � � S � � , , , � �„ - - - - - - - g090 - � - - - - � EXISTING 10' CONTOUR �`;, {� ,.. -' ° � e , ' , � BOT THRESNOLD ; ' . � � NO. REVISIONS/ISSUANCES DATE , �r• � � i i = 8135. 37 � / � - - - - - ----- °- �� - - - - - - - EXISTING 2 CONTOUR �� ; �i � .e I 49 • ' i 5 33 + 53. 48f E � ,�µ ,�:� � � � � , " ( i - - _ _ _ + 43 . 28 EXISTING SPOT ELEVATION � r � �. I ' --- _ - -- � � I - -- - --_ _ - - SHEEr m� , , , . , _�,= ^ ° � PROPOSED 0.1 '/0.2'/0. 5 CONTOUR � j ° � � ' G R A D I N G P N � � � � � , .. - - - - - - - -_ __ _ _ _ _ -- _ _ � - „ P � LA 29 . 0 PROPOSED 1 ' CONTOUR � ' , � :'� - , - . - i�;:'' �i /s - / , ,%' ,°''� .� % . / '�/�"i /, ' . ' ,� /�i ' ='� FIRE � ( TAGIN ; , , } + i } ,, � AREA _� ' � � ! - - -- - - -- - -- - - - -- - - - -- - -- - -- - 27. 96 3.3%-► PROPOSED SPOT ELEV. AND GRADE i - - PROPOSED CURB AND GUTTER � r.. � � -- � � ^ � , � � � PROPOSED EDGE OF ASPHALT i f I � ' • � - ( =- PROPOSED STORM SEWER � _ � �� ' • "y. _Y_ . ,�--�, . : _ . - PROJECT MANAGER _ � _ _. . i , ; , , , - � � � � � � � ST � � � ` - - � � � � � EXISTING STORM SEWER j � � CARL GffS ; � ; `, �� "J � � � ; ' � .. ,'� ; TIM LEININGER ARCHITECT/ENGINEER � �ES � EES � �ES r� EES � EXISTING ELECTRIC SERVICE LINE j � N � ,' � EQw � EQw � EQw .s� eQw � EXISTING QWEST PHONE LINE � i . BOT THRESHOLD f; � o FI E AC ESS ANE ; � i = �i 35. 29 � ; ' �, ,��• 22650 PROJECT NUMBER �� EN � ET� � EN � ETV � EXISTING TELEVISION i � � / � � , � � �_ � �� SC� / ' � � { �� EG � EG � EG � EG � EXISTING GAS • `•• � � rss � rss cc r�s � PROPOSED SANITARY SEWER SERVICE W/ CO �� i ; . PROPOSED GARAGE , .i ,,' 4; � ,, ' �' ` � �� DRAWN BY . i � �r,s � Pws ?�rvs � PROPOSED WATER SERVICE W/ VALVE � � ' CHECKED BY � . RAMP GRAD IN G ' ' _� _ _ _ _ __ `�_ , -'"� �� - �s =_ F. �-- � ,.••�;o:p•�'� PROPOSED QWEST DIRECT BURY PHONE LINE ` -" -- -- -- � � _ _ � _ _ � i e GRAPHIC S C ALE �E_ � < <; " ,� LL='� � � /�� p � p�9 � �v ��a �`p% �-. ► � a -� [^[��L�G�� _ ; ' r -----'J o , o o s , o zo ao , F. `` • _ _ S SHEET NUMBER 1 � � �j 4 ' s / • I � / � BOT THRESHOLD � � ; ' - x � � �••� �.' � � '-- -- � = 8135. 27 _ , ' , � ••..„..+• � ' , � � � + 52. 6 42. 1 ( IN FEET ) `' - i _- - =° � � _- - -- -- - � �� INSET � ; 1 - - - �} .s - ; $ 1 inch = 10 ft. � �� Yj�- - _ " � 3� SEAL C� 2007 A. Epstein and Sons Intemational , Ina All rights reserved. � i � � ` , � ' � ` ', ► �� / :�y \ '� , .� '�- ..�, �� t =��_ , , � - � - -. _ _ _ _ _. g � � � �, ! � L��s� % - �� x� LEGEND ' � � � � ` - - -- - - �.� - - - - - - - - �� ► N LEGEND - - - - i y �, PROPERTY LINE �. .� �_ �_� J.-- _-• ■ . �"'I �_ � n . rnih� � c Gt.f��Y` � C � . . . ' � _ - � ' �. ^�t'd; . . . . . . . , � \ _,�` _= __T - � _' ._ � , t1 ` � ` _ ��-�- ------- -- -- °� EXISl1NG BUILDING , _ _ _ - � _� __ _� _ � �ES � E�s r� EES � EES �r EXISTING ELECTRIC SERVICE LINE - - -- -- -- -- -- ---- -- -- ---- - - -- - -- --�-- -- - -- � EQw � EQw � EQw � EQw � EXISTING QWEST PHONE LINE ____ __ __ ____ __ ____ __ __ __ __ __ __ _ EXISTING EDGE OF PAVEMENT - � ` _ � � �-- -- ° � � \ � ` , � VALLEY PAN INLE GRATE E63 � * � , , - - - - - - - 8090 - - - - - - - EXISTING 10� �oNTO� R LANDMARK CONDOMINIUMS . E� . = 8164. 1 ' �= � ETV � ETV � Erv - e1v � EXISIING TELEVISION , � INV 0 T = 8162. 0' � � � ` � , � EG � EG � Es � EG � EXISTING GAS - - - - - - - �4- - - - - - - - EXISTING 2' CONTOUR VAII,, COLORADO y � � � W �_ � � � � pss � Pss �o �ss � PROPOSED SANITARY SEWER SERVICE W CO t , � � � � .` \ �� EXISTING SPOT ELEVATION ^ ; � � \ GRAPHIC SCALE e..�.... P��vs �■ pws � �ws � PROPOSED WATER SERVICE W/ VA�VE � , Z PROPOSED 0. 1 '/0. 2'/0. 5' CONTOUR ; �� io o s io 20 00 - PQW PQW PQW PQW � PROPOSED QiMEST DIRECT BURY PHONE LINE 2g. 0 PROPOSED 1 ' CONTOUR � ----� sa .r..�. so -�- s� •-•-� s� � PROPOSED SUBDRAIN � BEGIN STOR�I � ` � �- \ '. \ PROPOSED SPOT ELEV. AND GRADE � PN � PN PTV � TV � PROFILE 2 � � P PROPOSED CATV CONN . T NEW DPE �� PROPOSED CURB AND GUTTER ' LLEY PAN INLET RATE E62 � TO E � NG IN�T E62 15 C. M . P . � � ( IN FEET ) � �' '` � 1 inch = 10 ft. � Pa � P� �'� PES � PES � PROPOSED ELECTRIC SERVICE PROPOSED EDGE OF ASPHALT �� ELEV. = 8163. 0' � � � 4 � i � PROPOSED STORM SEWER DESIGNARCHITECT INTERtORS \ INV IN = 8160. 6 ' f � �-- � _ FRITZLEN PIERCEARCHITECTS TORCH/A ASSOCIATES, INC. \ ' :. � INV OUT = 8160. 4' � � ; � �:� � 1" �- ■ � � � � � ■ ST ■ � � � � � � � � EXIS11NG STORM SEWER 1650 E. Vaii Valley Dr. , G1 750 N . Orleans St. � ; PST 8 2'x3' INLET L R TE EXIS G I ~ � `' �- Vail, Co 81657 Suite 500 � , ,.� � 970-476-6342 Chicago, IL 60610 i ' RIM = 8161 . 86 ` s - LEC S CE A UND � � �- -- -J' ' ( � INV IN = 8158. 36 i INV OUT = 8158.16 -8 AS QUIR ; ^' 1- -� � '` / www.vailarchitects.com 312-664-3346 i - � .__. : � - SU INV - 8156. �) = 13. 2 ` � i � S � -- s ..�, �. o� � � ; ' � � �- - _ _ _ _ � NORTH DAY LOT � - ' � � � ° ' � www.torchia .com I , VALLEY PAN IN T GRATE E61 � $„ E 77p � 6' � 1 = � '- �"` � �- � ' � � VERTICAL SCALE� 1*-1�� _.,, �- ARCHITECT OF RECORD STRUCTUR.4L ENGINEER � E V. = 8162. 0' � = O ; '` �~ � r -- ' J f � � r HORIZONTAL SCALE= 1�� IO� 00 W. FE{N� & SONS INTL., INC. REDW/NE ENGINEERS 1 �i INV IN N ) = 8159 . 5; J ` { -- ` � �---- � r m m M n 9th Floor Su'��te 204AaP0 Box 8 09d. i . ' INV IN (E) = 8159_ 5_,._ `.�- � � � ■ i � � � � � � � � � � ._ , - s EXIS �! 15 V. C. o o N i _.: � �., ----- ___ r � _ r� Chicago, IL 60661 Avon, Co 81620 � Q V� �� - .�'� --�`'�� `�� v r N ^ �� 312-454-9100 970-748-0711 � PROVIDE AND INS ALL 1 " SCHEDU 40 1 \ � �� 6g. � w o ,� c� ,� o d- v i ELECTRIC SERVICE CONDUIT FOR W STREET ' ' � � � � �� -� DRAINAGE INLET � •L�4 W .� T ,,,� � � M - W P i �, � � o � Z .-. �- www.e stein-isi.com � � , LIGHTS. CONNECT TO EXISTING STR'�ETLIGHT , , `� 62p ,, � � � ` �� EL . 0 66 . 5 -� rn i Z = °��° � � �� M �� Z v Z \ _ � ° � ~ Z �� ,-. �� N I' � W N N N ��P & ENGINEER CIV1L ENGINEER ELECTRIC SERVICE� LINE AT THIS L CAT10N. � � ` �. � INV OUT = 8� 6�. Z� � �, NQ � �,.� Z > AEC ALP/NEENGINEER/NG, lNC � i (CONTRACTOR TO VERIFY LOCATI01� OF � � `� r ' �, � f '" -- - - - - - - - - - - �_�-_ �. � EXISIING LINE. EX STING LINE IS A�SUMED TO ' ' � \� \ � � . - - .� - - - - - - ._. - - - - - - .� -- . _.. ._ _ __ � �. . _ ,- - �- � - � �- 8160 x g -- ny -- _..� � ,�,, �_._ _ - ; --- -------- -� cp cp co aa'o i : BE DIRECT BURY. 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TO ALLOW FOR REMOVE PIPE AND GROUT MH OPENING CLOSED. � i � � ' � � I COWN TIME DURING SPLICING, AFFECTED USERS OF j � :5 � � r � THIS LINE ARE TO BE NOTIFIED OF THE DOWN 11ME. 0+ 00 � � , � - � I ; , �:. � � _ ��. 80' � ' � LA RK PROFILE 3 ROPOSED STORM SE R µ � � � _�_.__ _�. �__ ._ _�_�_�__ � . _ �Txr/7'��-'{t , ,� _, � s = s. 25% , ; � � : ------ - - -, �- - -; �- ---- -; ; - .__ ._ �_____ _.; ;_ ___. ; _ : ; NDMA P er � ._ _ .. b: . � . : , ' i i � � s � : ' i = y YV L i ' r � . � � 18 HDPE � � N � - _. _;_y = ; " ; _ ' , � ; ; ; ' ; � � - , � � z ; i ; � 1 � . . i�::- i I i . � � s i i f � i i k � 6 i :� '�# _ 3' ❑', , «, i � s v i � ❑' f � i �i 3 Q �' � ❑� . : � �.. : � f :� . : _:' . s� _�. �: -.. {-�. � , �<,,. : t : ,. _ � . i 1 + ,. _: � - � • � ! ; : . a-. � ;.,�. . �.._ : . . : ` �� ! i . . . -_ . .._�. .,. .� . . . . . ... .. -.-_.� � >-f. .. . _ . .-.. .. _._,._ .. -. . . _r. .-. -.__._ . , � . . - . � O ._. . ...�.. . .._ . .. .. .. -� �. e�p�rit. . .<. . . �. . �.rtw+a�n...-v�- _ .� �. .�. � , � . . : : -i : : 1 • ! ._-. . - i_. . . s..... � . .. _ ... �.....C'aYt44R .. - �:-��.+ . >. . .�..> . � �. ee��m�n i . -. , , . � �I . . : � f � i � �.'c ._ .� .. .- -._ -�. . � n . ,. -� . �� .� _. . . _ .-. .s .. ..._ ._ ... . ., .nM..�'1' . :a _ .. . . . - . . . . . i i j ( _ _ _ v... � t _ :. .. . .. . a . . `•:£'_ .a..a . . , . . .-�. �w-vb'rt'� . . � � , . . . ^--'='�. . _ : . __._ � ._ . � . _.,_...,.,�„ .�..s-.......... .. .. .. . e�� .._, .. .�.�__.. . :._.._,_ ._ _ _ �..�.� �� . �.... ,. . � . : �., �., , � . � ; � i �C . - .- . ..� .�.,. :..,�_� . , :_�-._°�°".< . _ .,.._. _ .. ... .. �"�-�r ,.,'0.., ._.. .._:, ; . 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L � �' I � \ ,, 5 7. �, :;: m ' � � , r ,,.; . �, ' - - - - -� - - ,, . __ � � � � V , _ - � - - - - - - - J � - - - - - - - - - - - �? - -� . __. �,, _ � � � � _ . :�; � -.�, -�-. , , . _ _ �� INSTALL 8 x8 �AM 30000-�INLEZ�, W : _. ; ' ;�, �„ _ � ' , I i � REPLACE ASP�IALT AND � � �- � o �, � � v I 'j .:. �'� ,T �J • 'f"/.: .� � � ,,..-. ..;. - �. .. n C� � � . �'..� � R'.�.'SS.SS_°E85 �.9�VT$2 . !R .�4 ; � Y1 � ...il ,.✓ .i_ ' ':L' . � � � . � �T. �� ... . � u; ROAD BASE EMOVED �T, ';: m. � ;;, v _ , . _ .� -,..-� _. � �;� ,.� �.: � _� �� _ s. s�; �: _ _ ° y.' �P��2E: A ,_,,.�� R1M ELEVAl'IOI��F�• t ; � . . , , l - � I � -------- PST 12 � i � FOR STORM EWER �! � ,�_ _ ` € � 3 � ; : f � RIM-52. 8 n MANHOLE TO BE �4BANDON ` ODY SET STRUCTURAL SLAB. SECONC��1�7, , • , , � � # RE: SHEET C05 _ � - � " � m ; �- PST-9 DRAINA OPENINGS SET ABOVE WATERPROt�l�d �x ° : , � ; ; � � ! ' �� TOP 5 TO PING `�, INSTALLATION �WIT�I 5 -� � = f � SLAB= 50. � ' ` � �� `" IIY�T EXTENSION PIPE FROM BODY TO SUR�A�� ' ' ` ; � " �� ` � - t li `. , �� ' ^ RE� MECH FOR OUTLET PIPING. SLOPE BOTTOM ; s a ' " ° ;� i ' HBP AND 8 LASS 6 , I � � TOP 55 TOPPING S = 53. 9 � _ � z � �� , _ I � AB� � � � � �1TER TO SECONDARY OPENINGS IN PLAN IN�ET { � I � j ; r `� � , � '% NOTE: EXISTING 15" MP AND EXISTI G WLETS ; ` " , . ' . - - fi r � L a 42. 1 '-- '�� .:. p ' � TYf� . DRAIN LOCATIONS TO BE COORDINA WITH �� • ` ' _ ? ` � � � � � �_ � � ,� r � � � �, „ TO B ABANDONED ROM THE BEGI NING OF � � � , . , , _ , ; , � DOU�J=E TEES BELOW AND ADJUSTED AS �U��Q,. ��; , , ` t ° : . ROOF DRAIN SLOPE BOTTOM OF PL � NTER ( i � ; � , , _ _ r ��° �% - � ;.� y � � �� ; PRO ILE 2 TO THE ND OF PROFIL 2 , ; - I N ... . _ %.�. �� _ .t .� � # i �_ � 18 �HDPE �- � '� � ` '' � '� TO SECONDARY OPENII�GS IN � ��' I s = �� . , ^f �� ! ;= i RE: MECH I � i F` , � ; ' �; __ : p ' ;_._. � ; PLANTER INLET (TYP) � I j � _, WSTALL� HOR�ZON�A� & �; o � �; -� �� . � � ' . � :: _ � ,� ,,,r. � VERTICAL SYVEEP� IN CONDUIT � �,� � -o I � �' � �!� . �T- �,� `" �n � m � � � � ` , ,. , � � CWESTCC NN Ulo �TYP CA � �-� � �r� �, s � PST- 13 � _ _ _ --- - � , AS NECESSA Y F�?R �,� v� � RIM = 52. 5 ° � 0 TOP SLA6= 50. Ot � � _ ' � ' i � Q (,, L) � r . ,, U� • _ , � :. _ � � � ` _; . _ � S SU 7D �D S� �D �� SD Sv �,. ;�,G e SD ��a Gri � " �.�, SD _R �� _ 5' SD S�z D S�` � SD _ SG cG :s�t Gr. � � ;.- � ,. �' � �% � VALLEY PAN I LET ATE E60 l" y� � •••�- ;V , J� V ~„� y^ � � , -�; �� ,�� s�, sL, __ z _ _ _ __ _ ___ _ _. __ _. _ -- _ _ _ .. _ _.�__ _ _ ._ _- - : ; � I �,� � ;; � ELEV. = 8154 ' � � RIM- 50. 9 10 LF 4a ., , i , � i � � � u :INV IN - 815 . PROPOSED G AGE RAMP , S2 � - PVC C� 4.0% END STORM � � I � 7; - L B�LOW TYP. � , , [ ! , � �� , � _ � � „ -_ 0 � TOP SLA6=49. 6t I ; � ;/ f:.� � � ) � = a � � � �� J,,�,�:� ��ff jF��;f f„ � J � PROFILE 3 :;�. � 7 � � _, '�� . � • s g p . � � f�) �ifj .'J � �� . . � � � Lci � . . + � p ( �` r � : ` r / � e� ROOF DRAIN ' � PST-6 2 X3 I LET ��,,, � ? � £ s � � � �'� ��'`�,r' RE: MECH S EWER MANHOLE E40 � RIM . = 53. 9 FL ° � : � : � � $ f � , � INLET W/ D& �,� � � t ' ROOF DRAIN i INV IN = 815�66 � � � AND GRATE ,� - 'f,;�'i! , _ INV= 36. 70 ,% �' `J � ' € ° ' �- j� � � �1 ,=�` 'f "fl ° PST-1 LNDMRK, IN ALL 2'x2' INLET ,,, RI a = 8142. 1 � � i � � �. � �: ,�; ,� ,�,,!- , ROOF DRAI � s INV OUT = 81 �0. 46 \t%;< = ¢ ; ? ' � g .�� 4 'Y�-''tr'=- c � INV ( �'= 8134. 0 1 .4 L 4 PVC � 3.6� � _ - � I o ', � 1 �� 3 � f��,�. 58 � 1,.�,�� f,��`f W/ D&L I - 9226 AME AND GRATE L _ 52. 7 LF 12 PVC. _ > INV=36. 62 _ _ � SUMP IN $� 48. 96 �- ` i � � a � � j f.�`% �� ,4 ;�- �f� " � ' ` > > RIM = 50. 10 - � SEE PROFILE 1 FOR INV ( - 8131 . 7 �'!� PST-4 WDMRK, � � ' ;%�; �/�?,'�' ��%;%% '' ° : PROPOSE[� SUBDRAIN . 3 } t � �'��;,, �, ,� �, �, , ✓�.- �f � _ , � : INSTALL 2 x2 INLE � � _ - � � � � , � � � �:� ��. . t �=�ir.� • ��jf�:�'�;,j 52. 6 LF 12 INV IN = 4 3 � `D Ey�� SJ41�D� I ) = 8135. 3 ,� � � ^ _ ,� � � ,_, _ 4 �. p �":', � , � � � RE: C 05i (TYP. ) f ,r f� ,;/'� � -#=";,;,j ,f„/ PVC � 2. 0� � _ , � W/ D&L I-9226 FRAME AND GRATE � - � �.n, _._... _ '',; ^:': ,, , � ; ; ; PROPOSED G�4RAGE j�� ,,� �.'.�;'r`, �f; , : INV OUT 46. 33 VERTICAL BENDS. INV ( - 8133. 6 I RIM = 38. 56 ^ � � = 17 9' � � � �, � ! ; [ ° i '• . WALL BELOW ! 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RE: PLUMBING FOR LINE SIZE p N N �•?� �' p'q(�� CHECKED BY � � � r�i ri � �n �n �n 'J• �j : � � � � � ao EXISTING 8"(E) IN FROM TRENCH DRAIN TO BE ABANDONED. ao eo o�o p �: 00 °° REMOVE PIPE AND GROUT MH OPENING CLOSED. � ' • SHEET NUMBER � � .� 0+ 00 1 + 00 0+ 00 1 + 00 ��'•......�'�� LANDMARK PROFILE 2 - PROPOSED STORM SEWER LANDMARK PR�FILE 1 - PROPOSED STORM SEWER �/ �3 � '� SEAL 0 2007 A. Epstein and Sons International , Inc. All rights reserved . � " � � �.� r � \ � � � �' : � `� � � � � � LEGEND LEGEND ``� W � � � � W ` � '` � - - - - PROPERTY LINE . � • � � \ � EES � EES � EES � EES �r U w �,� � � EXISTING ELECTRIC SERVICE LINE EXISl1NG BUILDING (� i � � \ � ` ... eQw � EQw � Eqw � Eaw � EXISTING QWEST PHONE LINE - - - -- -- -- - - -- -- - -- - - -°- -- -- -- - EXISTING EDGE OF PAVEMENT . � � U 4 ■ � `� � � � EN � EN � EN � ETV � EXISTING TELEVISION - - - - - - - 8090 - - - - - - - EXISTING 10� �oNTO�R LANDMARK CONDOMINIUMS � � � - - - - - , Q � EG �� EG � EG �� EG �� EXISIING GAS - - �4�- - - - - - - - N ■ �n � � EXISTING 2 CONTOUR VAIL, COLORADO �� Q �, � � � � ` _ � _ -- � Pss � Pss co Pss � PROPOSED SANITARY SEWER SERVICE W/ CO EXISTING SPOT ELEVATION . _ �_, ■ �\ � ( � r , ..._- -- -' ' � � �� Pws � Pws �.� Pws � PROPOSED WATER SERVICE W/ VALVE -�II� PROPOSED 0. 1 '/0.2'/0. 5' CONTOUR � (f� , ---' � �`-� _ � �' �x�' �'�'�"` �^��' , ��'r °� PROPOSED QWEST DIRECT BURY PHONE LINE 29 • 0 PROPOSED 1 ' CONTOUR ' � Z -•�-�- so ...� so � so ��••�• so .r. PROPOSED SUBDRAIN PROPOSE P � D S OT ELEV. AND GRADE � i � � O � � � . � I ± , � � \ .,, � � �� , �- ' % �'��- � � � ,_ � PROPOSED CATV PROPOSED CURB AND GUTTER � - � � � _ � �==� +'r � �� =� _ � PROPOSED ELECTRIC SERVICE PROPOSED EDGE OF ASPHALT GRAPHIC SCALE f . `" � 1 � � �' � S � ; PROPOSED STORM SEWER DESIGNARCHITECT INTER/ORS � � FRITZLEN PIERCE ARCHITECTS TORCH/A ASSOCIATES, INC. � o o s , o zo ao , � ' a � . � ■ � � � � � ■ ST � � � M�■ � � � � ■ EXISTING STORM SEWER 1650 E. Vail Valley Dr. , G-1 750 N . Orleans St. , ' Vail, Co 81657 Suite 500 `i : 9 ■ ■ ■ ■ ■ � ■ ■ . � � � � ■ i ` - - � � f � « 970-476-6342 Chicago, IL 60610 i -- .� -- --` .- ( IN FEET ) � � ` �' ,�..--�"'r : , , www.vailarchitects.com 312-664-3346 1 inch = 10 ft. i � SE SERVI OPTIO �--^r� / ;_; �:: � `' t' i �. �, -- -,. �- ��tN ALL 6� VC � 6�' . www.torchia.com ! i � 48.9 LF 6" �, 4� 62o SDR��3 SERYICE NE. � � j � � c � , � l ' I � ARCHITECT OF RECORD STRUCTURAL ENGINEER I � PVC 05.5 INSI`/a 6" F� �"' �' � J � �' �- � _ _ _ _ _ _ _ _ - ■ l � �E � ■ ■ ■ S ■ RI ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1� ■ � ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■� / �v jJ �-, - �. ( �' A. EPSTEIN & SONSINTL., ING REDWINEENGINEERS i � CLEAN T �u ;- � ,. � 1 � 66 . 5 i ' ' � � " �� 600 W. Fulton 0105 E. Beaver Creek Blvd. i , : - - - --- - �, � ' � ,' G, ~ �l � 9th Floor Suite 204A, PO Box 8009 i � + 53.4f �X. G�R`l� S � � / � � ` � � �` "`° J Chicago, IL 60661 Avon, Co 81620 i PSS � PSS PSS ( � P PSS '") O ` 0 co • .� _ _. _.._ �,1 � `"y° � � 6 � � � � 312-454-9100 970-748-0711 i = :� ` ,� `,� i INV=57. 7 �' / i / 1! LL , n � �� www.epstein-isi.com + i : . _, - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i � � INV=55.0 � =R i �T ; �� a � � J � ; � � � � - � / , _ ` /�. � G� � � M/E/P & ENGINEER CIVfL ENGINEER a � ; 67 • 0�t � 's i � � i i � t•.: ' ��, i �� ' AEC ALP/NEENGINEER/NG� INC ! ' � ; ^~ - ' _' f ' � �� PO Box 8489 3451Q Highway 6 � A ' y ' J � � � � � � F �� 40801 US 6 & 24 Ste 214 Unit A-9 PO BOX 97 .. w � E _ � ' �- "'� � � i ; �, r � � ~ I PVC � 8.4� � " ' � I I � NOTE: OPTION 3 IS PROVIDED � � � � � Y � � � -.� f ;I, , i ' , , i � I I IF THE NEW INTERIOR SEWER � � � � ; � � . ; i r� � ,; ` Avon, Co 81620 Edwards, Co 81632 � � � ` SERVICE LINE IS PLACED ALONG � � ---� ; j ; ` �- � ; � _ � � ' i r 'y� �' � j; �-� 970-748-8520 970-926-3373 i , � - � - �'FIE NORTH GARAGE WALL ; • ; _ ; : ( � i � � i 1 ~�� j �i °�= � � �, ; ( ; � j � � � ; ` � � � _� � � i ' a'� y `/ LANDSCAPE ARCHITECT FIRE PROTECTION � �� I � , � - f' '%°' � , ' € � 's I � � t� ` � r ! " . � � SONESMAC BFPE . � . � � . . � I `,, d., 'yw J . i;�.; .. � . - ;,. �� '� . � ; . E . ! � � .. _ . . � i I f _• �,v n_ ..+.. . _ � � -- � � 6 0 �, •L � . . , o ,� �„��:�� i ( � ' � � • P.O. Box 115 P.O . Box 1068 .- . , �` 1 : , � f � � � �- :_. _ .i ,a __i r-� �_�___..�,_._._. _; r_. ' m. 4 1 � � I ``� � r�- E y , ,, ,� ._._ _.__ _. � �_ _ __._T}�� s � ' i * l � � -=, Avon, Co 81620 Westminster, Co 80036 � _ . � � � • , `• _.,._J , .. � � � � � � � � � � i ' � � � ; ; s = � � � � ` � j � � 970-949-6490 303-426-Q342 � .,, ; , , , . _ : � ' � (� T = . �_�T � � . � � . � � . � . . . � . . . � . � � . i � ! . ': � � ' � k � � � �w� � ` � � p/ . . . . . � S ; �/ L t7 i - a 42.9 LF &" � 3 ; � 3 ; ! . � t � � NOTE: EXISTING SEWER � 1 r � = � PVC O 3. O�W r5 SEWER SERVICE OPT10N 2: INSTALL 6' , , 3 ° C � SERVICE LINE IS SHOWN � � _ ��.____ , � � _ _.; � � SCHEMATICALLY. IT HAS � � INV=47. 62 � PVC SDR 35 SERVICE UNE. LINE TO � • '" I f � ' m -� � INS LL 6 PVC � 1 � ' , .�:� _ NOT BEEN FIELD LOCATED. � � f • 0 PASS BELOW PROPOSED GARAGE RAMP / 3 ! � � ,�` , , � x I � � , CLEA - OUT EXISTING SEWER SERVICE LOCATION = i � �, = AND OVER RAMP FOOTING. / ; � � � =x � �� a � � ' PER EXISTING BUILDING PLANS ; � � ` � `,, - � ;�'�E ( «� � P55 SS � C SS PSS � � , , ' � C-, _„ �NV=4s. s E ( � ;1 � V i 1 , ,� } , �TI �_� . . O . ` � [ ( `�` �' 1-. u � 1Y I -` � -, ,n � o � i � r � � ;=� �, a '� = � . - x � ! . � V" '� � � ( � � N � � .�. .._ ', f.' � . . . . . . �. . �� ` J . I , � d �� . � ' . . i . i . 4 // \ � / I � � � � � - � ' ` ' � � J'� � � i �O ...�. � 3 //' 9 . Y . . �� . ❑ ! . . / � � ' � ' � }' V � ' i . � ' - �`�� .: '_ '. « .. --. �. . .e _ ._ _ ♦ . ...�..� � . � . :, C:� '_ a Y �`Z} � .3_I . .+_O .. '.�" ^Y'ST+.+ _ l)v�; rC``' {.'� �_�\ r 5 3 � . � 1%1 �� `' . .' m.,_. _ _ f � . . j � . i x��ri ! '_'. _ _ _ i = '� '� �` � � � � ' � � � � � � � , � a ,y S _ , � � � � � : � � � 1 ' .� � tn � ,! I #_ ._ u� _�� _ �.� � / � v� � _ � _y a � ` � � �-- -; ;_ ��_�.� _ �- . _ � � � � � � � � / �, , ` 1 � tl � y / ��'�.- -� _J � � � � `� � ; � SEWER SERVICE OPT10N 1 : IF EXISIING � . ' , i I � �` � � �`� .�� f � } � ` i � �� ' �, 78.0 LF '� � _ � ' 9- � �; i LINE IS BELOW PROPOSED ARAGE � ! � " � '�'` � � � � � a PVC � 2. � 4 ;,, � RAMP, IT MAY BE POSSIB TO F ` � � � ` � , � '� � _ � � -, � V 3 < < ____ .__ : CONNECT THE NEW SEWER LINE FROM ' '; � � � � � � � �, `� � i � � � � l � j a � � 6;� �� i THE BUILDING TO THE EXI NG LINE � � A 1�� .--� _ _� .__ , _ , __ _.. � � � - � ; � � - - - �- - '--`- � i � `;; I - , � � � � % i JUST OUTSIDE THE FOUND TION WALL. 1�►NDMARK CONvvS -------- �" `' "- � �' � � � *\ � � / 1 � � � " v, � '� � 58. 0 ' i CdNTRACTOR TO POTHOLE EXISIING ' 1 � � �� r � � � � � : _ � �, � � , � ; ; � L�EPT�C 110N. o o � ; e � � � �.� �- l` . ' v' ° � � S -- � � �._ � • =' �. j � � ' a � ' � '' , . . `" � - - - - - - - - AND THE M �R,UTHENT ---- .�.� �°�r f � � IRE PROTECTION - � � ffi � , _ �,� I ECHANICAL ENGINE --� � .';'h>'ri�r' "/ ' T , " � a°` F' ) � ,.s sk . / ' , � � � ; � EXISTING 6 � � � / ¢ i , ' � � � : r ADE4UATE FOR BOTH THE FIRE / � � ��`' �� -.; : �� _... _ _ � f , ' �' . _ _, __ , ;; � � i . �� , � � �-� . .. � -7 PROTECTtON DEMAND AND THE -4 a , : - .--- , � . �. �-:. � ; � �., � _- 0 �� ,m- N,�- ' .. ., .., . . .., i. �, - ,. =,✓." .. � . , f,,: . ., .,.,^J^_�iT . : .. . . . . , . u.. .. . . /. .... .'. ' :l° % _^ . ,.,. . .. .. . � _ , _ ` ,_ �, : � / :.'/'. ,ecE f "� : , � . .. . /L!//,, , i., . . . . ,; /. .. . ,. , "'?'Y . . . .. , C. .. /'.` . / . , . ".. .>.�i � .. . . . �, - � . . , . . i. i. . i. u ' .. � . s�' . �. ` �, : 1 . , . /. .. , , . ,.. . , e. . .,J". . ./ .,. . . , /T!//,'., ,T„' . //. / . ., . ,. . . / . . � . !. . / / ^'."�',/ , . , , . , . ., . � . { � . a -e; -., rJ . r .. �. . , . ... . . . , .. . . . -: . H,a „ .. .. . ., i . . i . . , , .. , . � , ,. i- ,.. . . . . . /� .. ..ie „ . ,/„ . .,i., . / .� . . ,/, ., ,., . , .'7'�il . , . � . -b. ',`� . . - .+ -. _., -. . : � ._�s_: . � - . - ;,... ' -: _,.. ,�* . ._ i :. _.. . , .. , . . . .l, .. .i- ✓. . . , - ,e 4 . . i. , v,', , .7i.�.�i ./. . . . , . .v, ,// �-/, i/, , / . , . ' . . . .:>.,. _ . . .. . - . 4. � . _ . .. ... ... ✓" ; . . . .. ,� .�i. .,.,. .,. . , f., . . , . _ ,. , ., , i/ i /' ;, y,r, . . s -. . . . r .,. /r.. , � .. / . .Y. ,. .7i y . ../ ,,., :. . , ., . . . . / , i .i .�1, //, iiA';-. ,. .�� -� � _: . x .,- ,-- . ._. . .__ � . ...i./i . . . . /. . . ai . ii/L//io . . // . . .. . i. . / ./ u i. . ./e ��y..� .. . . . ., . . .l u .�i. . � ..i.// l� . . a . _. .i/. n.� /�� ./' . . / i ._. ..-_ . . . _r. . , � . . . � � 36�^�+ . . ... .nP._. . REPLACE ASPHALT AND ROAD I �; -- a ; , , _,. . ., r,, ,. ,_hc�r,.�G%._..,-_ �/��,..,� ��,,_..�, , > ,.,�,... _ ,.,y./_C,..,._,.��„�. .. ,�.._�,� '..,.,._.�i%� , $ 4 ,_, :-. , ,� _ �� .�.� BASE REMOVED FOR SANITARY � � � � 57' % DOMESTIC WATER DEMAND, THEREFORE ; ,_ v-_ � y � � PROPOSED _ � _ _ _ _ _ _ J THE PROPOSED, ADDITIONAC 8A WATER �' � � � y ` ` � � .� � � _� �..., � � A � � 6 0 . ( SERVICE LINE IS NOT REQUIRED. { __ � � SEWER SERVICE INSTALLATION WITH � i d � � � � �� GAAMP % � -� m � � � ��' -" �-- -- ~ _ � \ :y, 5 HBP AND 8 CLASS 6 ABC � � 1 _" % � ., � `.� --� -- � F � � : ` �, � ' � � Vl I ' : > . ' � � . I � �a�• �� i � " ` �, \ ` j t�/ = a � - � � ; %' � � � - � � ° ._ � =" �._ . . � a � _ � / � � �---- � � � �- --- '; �: � �' � �;.' _ I � � �' � � � � , `r � I � � 1 , _ � £� �\� . i i . I � � � . / � . i i i � . . � � . � I E . .x�:. � � � ic l z_ c�, i I � � � �.-^�'�� i � � ' �, �-�" ° � �� ' � � i i ( i ._. - ��` =� � _ � � � 1 I i � - - � � � j � � ; ; ; , ; � � ar ` k , � a - Z , j � � � ; ; �, .. � ; . _ w � j ; -- --� -- q � � - �; � �� : , � ! ; � � i ; ; � � � � � � _ _ ' � � _ i : _� � - � 4 � _ _ , _ � � _, - - : ° ; p :, � � � H � ; ' 1 I, i � � � ,� _ � __ _ _ _ - �� - � � � _ , �-� � � .�_ � _ � _ , � -� , � .�m =. � ��:-.� .. � � , , �� ;� _ n � � � ; � _ � , .� ,-�; . . . .� : _ _ ��- a ° ., � _ � � , , � / - SANITARY SEWER SERVICE OPTION 3: � I � � a ` � � � � �,� ; � � ! �%�- �i p � � � X � � �- J ~ -�{ a , ' INSTALL 165 LF 6 SDR 35 PVC � � �' i � ,_ � , � � i SEWER LINE. WYE INTO EXISTING � � �` � � � ' � ' �N i � �- -- ` � � � � '� _ � _ � � � ! i � t , ,. MAIN BELOW EXISIING MH 18Q0 � � � � � � � ` � EXISTING STORM � Q � � �' �- -- --� - �- � �_ � � '` �' " i , �- -� � ; ; � (� 1 i � J � .. � � t� :�:-- NOTE: FIRE FLOW INFORMAl10N GPM � - � i � �. . LINE TO BE - ; � �°J (I r � ` '� . a = - �,` � , � � � � � � �-, ��" £� ABANDONED ' MECHANICAL ENGINEER TO PROVIDE � � AND RESIDUAL PRESSURE) IS � � � `- � �.- � � f ¢ � , �' - I _ � � -. � @ � � � REQUIRED TO VERIFY LINE SIZE OF i � " � �� ~. ` � i � ` . ,� � ;, PEAK SANITARY FLOWS SO 1HE I � i � THE EXISTING SERVICE, AS WELL AS �� ` --- �� ` � v ADEQUACY OF THE PROPOSED LINE � ' ' , f ` y � : . " ` : ; � ; � � � _ �� ` � SANITARY SEWER S�RV�CE OPTION 2: � � � ; -: - °- ;: '� � , � � THE PROPOSED SERVICE. R -- r � --- - � '- _ � � _.._, i , , , � ;; � � - � SIZES AND SLOPES SHOWN HERE � � --- __ _, _� � _ _ ---- ----_ � � INSTALL 126 LF 6" SDR- 35 PVC i ; ,' - -. � ` ` � . � - '_ F. � ; CAN BE CONFIRMED. � li - � �• ; `� � "� ; � SEWER LINE. WYE INTO EXISTING ; ; � , : ' ; -- � . . -�,._ �;� u ; MAIN BELOW EXISTING MH 1800 � � �v�i a � ° � ' � �, : �� . � �` l`' � �a _____ . _ . __._ . . _ . . .. _ _ ._ . . . � . . . .._ ._ �.. _ _ __.._. _ _ _ _ , . . .�. _ __. . - - . . . _ � _ . _u-- ____ ... .. . _ ..».. . _ __ ... _u a . ,,T. s .: _ 1� � � _ _ _ _ _� _ _ �_ _ � � , , .. �. _, - --- � --� � � , �. � � � "'� � ---, . � ' 4j � � ' ; ., � � � _.. ! � . . . . � . � . . - -_ � . � _ , . _ . _ � � -- � _ . \� : EXISTING 12" DIP � -`_ � _ . � `_ = ` _ :` ,y. ; "� ,J; i� � " - IT IS RECOMMEND THAT THE EXISTING SEWER WATER MAIN PER � � ��_ ` ' �' � �� ,�, - , , , , . � � . `� �j � ' . ��%; v;;' ,/, �,� i � . � � . � . � . �, \ � s � tn a ! � � ` SERVICE LJNE B TELEVISED TO DETERMINE IT'S ERWSD RECORDS -,� „� ' / SEWER MANHOLE MH 1 �00 � � N ,1.- . 0 _,. � ¢/, � ; ; ` � - - , i ` � � - - -- - --_ ' � ; CONDITION, P R TO ANY RECONNECTION TO � - � �► ; � �-,� / RIM = 815 . 7, --� li L � �� i l � THE NEW I RIOR SERVICE LJNE - `, � � �" ; �`'.;�� 10 " INV ( N ) = 814 . 9 � � ,1 ' � - ' � �� -� I ( ) _ ` � �: ; �� Y � � � %�� , ; ; � 10 ° INV S 814 . 8 I �, ,'n/� � , � <J J . . . 1 i� �. 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REVISIONS/ISSUANCES DATE �. �� ' ; _ �• , � � , � , �� ■ ,�, ,4 , � � _„ � ��►� � � a ,., - -.. , 'i� � ( �. � `� � ; �` / � � � � � � � � / � � .� �, � _ - � � Q � �� f� _�i VERTICAL SCALE� 1"=10' VERl1CAL SCALE� 1A=10' HORIZONTAL SCALE� 1'=10' HORIZONTAL SCALE� 1'�10' 0 � Z � a o � m � ZM a Z Z w �° w m w 3 Re-issue for Permit 05/02/08 � � Q v � 3 Z � oo Z � � � o oZO � w � w d � � " c� p _.�_ _ _ _ . -°-------- _: � __ _,- � _.._._ _._. ._ _ cn � --_.� ��__._. � ..____ _- __ ___.w � m.� o- --� p �--- , . � ._ .. �_��o.__� __�. � -_ _ O _ � -- V �� W � F V . , ...` _. _ _ ... . ' i , __._. ._._.. ,T� _. .. ....�..... �. . ._.... . i � � � i �> � � d � � ° � - ^� . i i �� : . _ ..� Re issue for Permit 03 12 08 . . m � - � i � ~ j i i f �� ? W p + � f-. i d' ~ N � O � � ; i � . f i � � ' N . . 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All rights reserved. � „ ____�_., N ,y �; , a - - - - - - - - : NORTH DAY LOT � : � � w ! ,Y , �. � ; ; ST-8 2'x3' INL T ;;, j �M - 8, 6, .86 � �� ' LANDMARK C �NDOMINIUMS VIN = 8158. 36 ; V OUT = 815 16 • i ' UMP INV = 81 .66 � � � VAIL, COLORADO ` ; ' � ■ � ■ ■ ■ ■ � � � � � � � � ■ � � � � � ■ � � � ■ GRAPHIC SCALE � `� � � - - - - : - - - - - - - - - - - - - - - , . : . _ _ - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - `\ a io 0 5 �o zo ao \ � r �\ � � � � �� \ \ � ( IN F'EET ) \ � 1 inch = 10 ft. LEGEND DES/GN ARCHITECT INTERIORS � � � � FRITZLEN PIERCE ARCHITECTS TORCH/A ASSOC/ATES, INC. � SEE HEET C04 `'' FOR ONTINUAl10N ' ° - - - - PROPERTY LINE 1650 E. Vail Valley Dr., C-1 750 N . Orleans St. OF ORM SEWER Vail Co 81657 Suite 500 LJNE :�, � s� - so - s� - s� � - AIN ° ,;, � � w � ,� � � � ,� � r�a � � �� °; i� w 970-476-6342 Chicago, IL 60610 �� :�, _ W EXISTING BUILDING www.vailarchitects.com 312-664-3346 �°�' `�`�" AN ENCROACHMENT AGREEMENT MAY BE REQUIRED FR�I ■ � � � � � � 5T ■ � � � � � � � � EXISTING STORM SEWER www.torchia.com w _. � ! ADJACENT PROPERTY OWNERS FOR ANY WORK OR � Lrs ��cs � �::� ��,� � EXISTING GAS SERVICE ARCHITECTOFRECORD STRUCTURALENG/NEER `" INV=49. - INV=49.9' � CONSTRUCTION IN ADJACENT PROPERTY. DO NOT WORK ON � "' 3 � ANY ADJACENT PROPERTY WITHOUT PRIOR WRIlTEN CONSENT. �� €� � �� EXISIING ELECTRIC PRIMARY A, EPSTEIN & SONS INTL., INC. REDW/NE ENCaINEERS ; � � � e � _ .._ � __._ .a ..� -� r- - - - -: ; - � � __ T � �� ' _1 � �-- � � .� � � r ° - -"' '1 } � � ' � . 600 W. Fulton 0105 E. Beaver Creek Blvd. EXISTING ELECTRIC SECONDARY 2 O% ' { � � { � � ` ' , J IL 60661 Avon Co 81620 �; � �.--- � � ; ; � , � � i F i , ; ! i '� `� ' � `'�5 �`� �°` 9th Floor Suite 204A, PO Box 8009 EXISTING COMCAST CABLE N Chicago, , � � � � � � . . � ` 3 � . . . � l 3 { ' [ � i � ' � � i ! € � ri . ..r . _ � IT : . � 2 • . � C. . . _ . J � _ . � i . � ' � ; E ' f = g � � k f � $ ' 970 748 0711 y, ,, , , ��i,�',� %/�� '%%'� . ;� . , E , _ - - - - , � � �j � � � 3 j � £ ' ' ` � : E ` � 'c4v ��+ -rF' =� ` EXISTING WATER LINE 312 454 9100 , _ . , � , 3 f : le ' R,.�. _. _. ... � ..., �. www. tem-isi.com ° ;� ..� .- � � ik. .h� . � ._._. .. _ �. � eps . . . n � � � � .." � � � �_ :+� � M�s E'rYJ � F1tiS � EXISTING WATER SERVICE � . ;�� . I i_ � � � s i � p � __.., - -- - � . . . 4 . � � R M/E/P & ENGINEER ClVIL ENGINEER ; �s �{ �� ^s EXISTING SEWER LINE AEC ALPINE ENGINEER/NG, INC � � �sa _ _ ��.. EXISTING SEWER SERVICE PO Box 8489 34510 Highway 6 � ^ PROVIDE AND INSTALL DRAIN BOARD (RE: f ��V Y �� c � = � :,:�.___ .,� RUN SUB-DRAIN LINE 40801 US 6 & 24, Ste 214 Unit A-9, PO BOX 97 � � � � OVER FOOT1NG. STEP NOTE: CONSTRUCTABILITY OF THE SUB-DRAIN LINE NOTE �27 C 01 ) ON FACE OF SHOTCRETE �S EXIS7ING SEWER MANHOLE INV=49.0' FOOTING AS REQUIRED. OUTSIDE OF THE NORTH WALL OF THE PROPOSED PRIOR TO � ONE SIDED FOUNDATION WALL Avon, Co 81620 Edwards, Co 81632 % � G A R A G E T O B E V E R I Fl E D. I T A P P E A R S T H E E X I S T I N G POUR. DRAINAGE BOARD TO EXTEND 9 7 0-7 4 8-8 5 2 0 970-926-3373 `� GARAGE FOOTING MAY BE UNDERMINED BY WORK IN THIS AROUND EAST, NORTH AND WEST SIDES =� � ' b� AREA. THE SAME MAY OCCUR ADJACENT TO CONCERT OF ELEVATOR AREA. BOTTOM OF DRAIN LANDSCAPEARCHITECT FIREPROTECTION � � � HALL PLAZA IF THE EXISTING CONCERT HALL FOOTINGS n � � � - °i � ARE ABOVE 'ME PROPOSED GARAGE FOOTINGS. BOARD ELEVAl10N IN THIS AREA = 36.83. SONESMAC BFPE � � � , ; � I P.O. 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L O O _ � � � � 7 - /4%- .1.Z42�i- `° � � ' '� - -�- � `` TRANSITION TO 4" SOLID SDR-35 OUTSIDE � � � INV=40.02' "�` i� . - - � . 1=. - - , - � � =� � . ( I FOUNDAl10N WALL. INSTALL CLAY DAM � - - :�; i � _ :,�, � _ :.� ;:;4`: - �� . �� : �$� .�-�: �:�. - .._ � -�.- - - - - - - - - - - - - - - _ � � _. _"_ : ��: :\r��-- � �.: �,-. _. . ._ - - - - � - - - - - - T ,\ , $O � _ , T . � ' ' ' INV 35. ' � '�� - -- � -" � - - _ i - _- i _ - - - - - . � SOLIDNPIPEPSHALI. BE C ASS 6AROAD BASE. �.� i � / � i i �� t� �� r �. ' � �; �� J� �! �I � f� � i �< �/ � L � J� � ` v � O � . �� ..�� . � � �� _ �� Ul � � - 4�� RUN SU AI � INV 5.15' � � � � � 1 . THE GEOTECHNICAL REPORT. PREPARED BY KOECHLEIN CONSUUING ENGINEERS. INC. DATED 12-3-2007, JOB NO. 07-125, I ON O 4 U S - 5 � � � ' � ADDRESSES SPECIFlC CONCERNS ASSOCIATED WITH THE BUILDING EXCAVATION, DEWATERING, SUBDRAINS AND BACKFlLL IT IS UNE 0 F . 0 ' FOU A N A N TALL � t INV 35.15' _� ,_ r; . . _ , � �` � � �eV � `� ' ` �= - '<<. �...� :, � r� ^_ µ THE CONTRACTOR'S RESPONSIBIUTY TO ADHERE TO THE RECOMMENDAl10NS OF THIS REPORT. THIS PLAN IS FOR SUBDRAW C D A U I E. E ING �� ( : � � - - �� , ��,s ^ CONSTRUCTION ONLY, REFER TO STRUCTURAL PLANS FOR ALL FOUNDATION INFORMATION. ( S ' E C � N S O D P S . `- ~� � � � � �.� � , � � / � 2. SUBDRAIN INFORMATION ON THIS PLAN WAS DESIGNED FROM THE FOUNDATION PLAN. DATED 01 -14-08, DOWNLOADED FROM �, �, � : : EXISTI G STO - M5 C _ _ __ __ _ _ _ _ __ __ _ � . � . � . . � , ^ � \ _ __ _ _ __ __ _ _ _ _ _ THE FTP SITE. REVISIONS TO STRUCTURAL PLANS AFTER THAT DATE WILL NEED TO BE ADDED TO THIS PLAN. � � \ " "` � INV 0 T=31 .7 ❑ � � � -- -- - - - - - - - -- -- - - - - , ; i l � , ' ' -. � ■ �� a 3. SUBDRAINS NEED TO BE INSTALLED BEHIND ALL RETAINING/SHORING WALLS WHETHER THEY ARE SHOWN ON THIS PLAN SET OR � ' � ` / \ � � � � . - - � ��-` ; + :: .; ' � � ■ � 1 ; � � � :� ,� _= . NOT. i ; i ` � �_. �; k � �� n : � T : � 'LL � ' - -- ' ' � � r � �r � ,-^ k '; , ` 4. KOECHLEIN CONSULTING ENGINEERS, INC. IS TO REVIEW AND APPROVE THIS SUBDRAIN PLAN PRIOR TO CONSTRUC110N. � ' ! � \� '�., , � � I `` �, t f;, � ;+ f ,� r , , � - � - !-I-- - - \� �. . � � ■ �� %� ; - , , �; � � 5. IF U1ILITY STUBS TO BUILDING ARE BELOW DRAINS THEY SHALL BE COVERED WITH CLAY (CONTACT AEI FOR DETAILS. ~- ! i i � '? : � � , � � � � ■ �� . �'• � `` ; `�, � '� `• � -� � �� -- -� �; �^ -� 6. COORDINATE CONSTRUCTION OF SUBDRAINS WITH PLUMBING PLANS. CONTACT AEI IF CONFLICTS EXIST. � { � � � � � � , �..<: k � .� , � � w: 7. IN AREAS WHERE SUBDRAIN INVERTS ARE LOWER THAN ADJACENT BOTTOM OF FOOTING, THE PIPE AND SCREENED ROCK ARE ` �` ' ' Y` ' � s � � � ' TO EXTEND AWAY AT A 1 : 1 SLOPE TO STAY OUT OF FOOTER COMPRESSION ZONE. - � �� _ _ � � � � � m ; � . � � � �3 8. PROVIDE 6" MIN. SCREENED ROCK UNDER ALL SLABS LESS THAN 3� PASSING �300. � ' ; , ; y a � � .. � ■ � ' ` - � � � : � 9. PIPE NOTES: CONCERT HALL PART OF TRACT � � ; � _ - � � A. EXTERIOR SUBDRAIN PIPING TO BE 4" SDR 35 PERFORATED RIGID PVC. CONDOMINUMS � � � �� 1` ❑ µ � � B. INTERIOR SUBDRAIN PIPING TO BE 4" SDR 35 PERFORATED RIGID PVC. � LH 3RD FILING � °� �, f X� , r�r,� ( �� . � � =�. C. ALL GRAVEL TO BE WRAPPED IN MIRAFl 140N � � � " � }: � < , , ; ; , � 3 � � D. WATERPROOFlNG AND PROTECTION BOARD BY ARCHITECT. � � � ''` _ �;' ��' : � N0. REVISIONS/ISSUANCES DATE � � E. ALL SUBDRAIN PIPING SLOPES ARE AT A MINIMUM OF 1 .0�, UNLESS OTHERWISE NOTED. � � � �°='' � -- � ,� y, � � `:' � ,� ' � � � � �` .� 11 . AEI RECOMMENDS THE USE OF MIRADRAIN 9000 FOR WALL DRAIN SYSTEM NO SUBSTITUTIONS UNLESS PRIOR APPROVED FROM ( � ` � � � ' . , � � � � �� =; KOECHUNE/AEI THRU SHOP DRAWINGS PROCESS. � � � � � - :; \ .n � \ �` 12. EXTEND GRAVEL FROM WALL DRAIN TO PIPE SUBDRAIN � � � �TRACT C � -� �� „ � � \ � -------_._� PROPOSED CURB r�. � 13. E�XTEN�D SUBDRAIN SCREENED ROCK TO CONNECT TO THE 6 OF SCREENED ROCK UNDER FLOOR SLAB. SEE IN IOR DRAIN � = � I � " � , ' ' :. -� AND GUTTER ` MONTANEROS . �� SLOPE VARIES, " � � � � _ � SEE PLqN - 14. "FREE DRAINING GRAVEL" ON THIS SHEET AND OTHERS IS DEFlNED AS FOLLOWS: MINUS 1 .5 INCH TO N0. 4 WITH LESS ( CONDOMINIUMS � �. � � � .. . . . ; ' � �: ' '- , '.�. �: f ' '. � � ' THAN 3X PASSING THE N0. 200 SIEVE AS PER GEOTEC CAL REPORT. � HNI � � � K` �; � - : � ' �• �"�- � �'�� ' ` ' ! � ;, � � � � � � 15. INTERIOR SUBDRAIN INVERT TO BE A MINIMUM OF 1 .5 BELOW BOTTOM OF FlNISH FLOOR SLAB ELEVATION. XTERIOR SUBDRAIN � � � t � ( INVERT TO BE A MINIMUM OF 1 .5' BELOW FlNISH FLOOR SLAB ELEVATION. � � ( ` ' � t" CONCREfE TOPPING SLAB CLAYEY BACKFILL� � � . � - - - - � I � � , � SEE SO LS REPORT . AND DOUBLE TEE S ` 16. MIRADRAIN 6000/6200 OR 9000 ARE NOT CONSIDERED TO BE PROTECTION BOARD. PROTECTION BOARD I � - ,v i � ,� ; ( � � � �, : � � � < w REQUIRED. REFER TO ARCHITECTURAL PLANS AND SPECIFlCATIONS FOR DETAILS. <� _ -- , . ., , - FOR BACKFILL ; � � RECOMMENDATIONS � � � � / � � - , , � _ °�. � ;:_ � � = ` " 4 Re-issue for Permit 05/02/08 f CONCREfE FOUNDATION ` � _ ,. wA�� -� � � - 3 Re-issue for Permit 03/12/08 I � �: �` � Q ;�;) _ 2 Issue for Permit/Bid/100% CDs 01 /18/08 EXISTING CONCERT } =: HALL PLAZA WALL> 1 �; 1 100% Design Development/G�IP 10/01 /07 BOTT'OM OF FOOTING BELOW GRADE ELEVATION TO BE � WALL �T � R�: c�a,piNC P�,e,N FpR NO. REVISIONS/ISSUANCES DATE VERIFlED. R�: -fR R FOR ELEVA�IONS AND SLOPE Extend subdrain free drainin ' PROPOSED SHORING WALL MAxiMUM sa� o�TM EX. GARAGE SLAB > � 9 g gravel wrapped in f SHEET TITLE � Floor 51ab MIRAFl 140N to 4 of ravel under floor slab. coNSlxuc oF sue-�RniN uNE ' � ' . � ' . a •. • ' .. . • ' n � RE: STRUC. AND SHORWG : . R _ . . . ° - ' •, � ON ADJACEN ROPEP.TY SHALL BE / � / 4 l ° =- : ' � ' - ` . . . - . . ' . � : . .. Gora e Slab � ' ; PLANS FOR LOCATIONS COORDINATED AND AGREED TO . ., � . . . . • . , .- - . ' • - � ,.� � � _ %�� _ .. . . : �. . .: -:.. . . . .. . :_ . � _ . . . 9 . FOUNDATION ��1 . � ' 1 • . I . n�. '. •. ,� ! '�1 • =A ', MIRADRAIN 60OO�6ZQO OR EQUIV. k RE: GRADING PLAN BY ADJACENT P � TY OWNER FOAM FlLL (DEP7H AND � �y�.�� - : ��/� :� � - % a �= • �: :� . : • ;' . _ � ' :• � . ' • , �" . •.•� ' � . ' :. - - � - • . (Re: Structural) OF ONE-SIDED POUR WATERPROOFING AND PROTECTION Fott �vnnoNS n►�� T`rPE BY oTMEttS \ = " � ` MIRADRAIN 6000/6200 DRAINAGE BOARD - 6" minimum of free ai � FOUNDATION WALLS S U B D R A I N P LA N BOARD PER ARCHITECTURAL PLANS ��E � _ � � T_ Y _ ^, . : '�. :' � . • �'::� � (RE: GEN. NOTE #27, C Ol ) AND , ;. . � ` � ' - - droining gravel less � a ��, `` , , , . Y , _ � -� _ . . . , . . _ .. _ < .- . : , , , . - . , _ , . ,..,.,..,�,.r , ,,,, .:z ; . . -,-- �-� . ; ; ., , � . - . � - , . , < <. . . . e _,;,._. . _ � _ ,..` ..� •� r-, �;a � -' � � . .. � :; ,. _ , = _ . � . . ;' - than 39 Passin 200 • -�� _ . , :�. :, . _.��, � , : -. - . _ . � -- _. . . . ,e �. =:.: , </ � . . PROTECTION BOARD OVER WATERPROOFING . �' ; , �- � ; -` 9 # ; , -'.� ` ; ._--. . ., ;,•. �. ;. , :, - , . . FLOOR SLAB (BEYOND) . _:. , �. _ , � ,. .- .: , , _ ., ,� . ,r� �_ . ,. - '� ,� _ : . :_. _ _ . � � k t f�, l ; • ` ;� , ,j __ ' -f , _ - ° - � . ,., . . , , „ . ,.. . . - = •- , ,�. � � -� . . . : . 'r •� : ; ° - . - : . s . . _ . : .. f. . ;<_ : . . � . , . � . ., , , . . • ,: : � , . . . . . ' _ ' . .: . . , , .,,; � .-. � -.r- �- •- = . -: . . , . . � . _ . . , . . , . . , f _ , . .. , . . . • . � - • 8138.83 � . � ',: PER ARCHITECTURAL PLANS. • - - - � = c ° � • : :. . . .. � �� , _ ` '_ ,J -� ; .. ` . : . � '. " _ `" cD -` ° . Q � :_- ' � ., ' �� _ PROVIDE TEMP. DRAIN FOR . . :�.<-_�- F . . ;� f . . � t , •:•. E Pi� :�� : t �-` - --- ' :'-'+ , . . '':, -.; _ ._ _ - ;'� '_ � � � . PROVIDE POSITIVE SLIP JOINT �, � SUB-DRAIN AND = . POSSIBLE CONSTRUCTION : . ;-�„ ,, E ; '` ` `: ..;; nN AP W/WAlER <, .; = :x < ----- - - ----- �' , „ , -- _ �- > 1 T / BENVEEN SLAB AND WALL � -,�--. .- - .. - ,: • '' ' ` . , ." ' : , . _ _ ,. x . ._ , � , .,, , -. , _- - . . . . WEEPHOLES THRU � - '. DEWATERING SEE NOTE 4, - -, �-::,�, :,�. ., . ,.." , -,_�,_> P N� (Trn.) - - < • ' - - _ _ PROJECT MANAGER . � . ' ` cv c . . -- . -- _ ,,,�,� _ . t_ 6 FREE DRAINING GRAVE �� - - . PER SOILS ENGINEERS ,. �'; ;' ' , . .�:•� , __ ` . - - - ': :• .": �- ��, ��'- �° F N ATI N W . �'F:� '"'�'��' .' - • :s<,, , , . � ; , , '! � , � � s , _ r- MIRADRAIN 6000/6200 OR CARL GERGITS SHEET C01 � . .�..�. �. � . . , � OU D 0 ALL ��.�....� � . UNDER SLAB (BEYOND) ' ' ,= o < RECOMMENDATIONS. " ° ` ' J-= '�. �� = •� - ° ;<: �� _ O - -" EQUIVALENT. WATERPROOFING MIRAFI 140N r . _ . : : MiN. , . : ` :. : � s :• ' - (BEYOND TYP a, . : _ P PROVIDE WEEPHOLES ABOVE OR EQUN. - - - - �. ' ••' � '�� ' : t '.•� ) ( ) No Trench in AND PROTECTION BOARD ER ARCHITECT ENGINEER v_ .-�,� . . . . . . . .•: . • . . . .; . . ��. .- • ; _ - ; . :. ,: . �., • , - •- ;i• ;�; 4 � ,: : TOP OF FOOTING 1 : 1 M a x S l o e .- , MIRAFl 140N ARCHITECTURAL PLANS 11M LEININGER � SUBDRAIN ELEVATION AT FLOOR SLAB . . . �:' �' •�• •• ' =. ., '- � � • ' � '• � ' ' ` .• .'= � - --��, � - ` • " •i �'- SEE PLAN ' PROVIDE AND INSTALL DRAIN BOARD RE: P " - `= ` ` --'''� ` - , . � . :' �� - = • :� . . . • _' � ` • .• ° ` : '� . . - . . . . . -�. .,_ ; � . ,, . . , :,: , a ' From Footing � � - , - Free Draining Gravel SHORING DRAIN BOARD . � (RE: STUCTURAL) �� R^iNiNC c�A`� _ �' � � "' � � PROV(IDE SUMP PUMP . NOTE #27, C 01 ) ON FACE OF SHOTCRETE � ", „ ` „ r��-�''r� 2" WEEP HOLES AT 4' PROJECT NUMBER LOCATIONS - WRAPPm IN MIRAfI 140N ; � �: . r � • : � �� ; . � . ; , - x .�• : . - F• •-�: • ., . :.: . r , • : �-. • � � � . , . , ; .. , .: - SHORING WALL PRIOR TO ONE SIDED FOUNDATION WALL � - 6 4 Perf. Solid SDR �.� �-� � 22650 3.�� „ a" PERF. RIGID PVC PIPE AT . ;. � PR�pp� (Typ, , _i' , .', POUR. DRAINAGE BOARD TO EXTEND 35 PVC � 19� Min. PROVIDE WEEPHOLES ABOVE - 6 FREE DRAINING i � M i N i M U M � ELEVATOR PIT = I N T E R I O R D R A I N N O T ES: � " ' S C A L E - . . ••, aas coNCRer� coNSrnucnoN RE � = AROUND EAST, NORTH RND WEST SIDES OF SU B D R AIN EL E VA TION A T � � � GRAVEL (RE: STRUCTURAL x �: : ca u� srnucruRn� �Erni�s = °' ' ' • ° : 1 = 10 AND SOILS REPORT) " ' Q . • ° '• • ELEVATOR AREA. BOTTOM OF DRAIN BOARD SHORING DRAIN BOARD ��` �` IN AL W ELEVATION IN THIS AREA = 36. 83. 1 . DRAIN GRAVEL BACKFILL TO BE AT LEAST 12" DEEP AND EXTENDED TO THE LOCATIONS Y `' -" � °�� ' .�y 30 MIL PVC LJNER WRAPPED <;' . . - ° Y � n DRAWN BY .: EXTEND GRAVEL UP TO - � �+ EXISTING INLET. LOW STOP (TYP.). 6 OF GRAVEL UNDER THE SLAB TO HELP FACILITATE DRAINAGE � � "� "�� `' �'$� UNDER WATER PROOFlNG DRAIN WATER PRO G POINT LOCATION -� ` TOP OF SLAB ELEVATION sonRU � "� FJOSIING GARAGE eY orH�s NOT FOR STRUCTURAL INFORMATION. ••��@�4 " � -� � wau 2. INTERIOR SUBDRAIN INVERT TO BE A MINIMUM OF 1 .5' BELOW BOTTOM OF 30 MIL PVC LINER ATTACHED •'�� • P �'• �' CHECKED BY ;,� _.. __ _ .M . . _ .._ - �� : ,� . iNSTnu. MiRn�RniN oRniNncE FLOOR SLAB AND SLOPE AT 1 % MIN. TO DRAIN. TO FOUNDATION WALL FREE DRAINWG 4" PERF. RIGID PVC :� �'• FREE DRAINING GRAVEL � onRO (a�: GEN. NOTE �27, NOTIFY AEI IF ELEVATIONS OF ELEVATOR PITS ARE DIFFERENT FROM WHAT IMMEDIATELY BELOW WEEP GRAVEL WRAPPED PIPE AT 19� MINIMUM � �A: " ° � 1 ) AND PROTECTION BOARD . ELEVATION OF PIPE INVERT '• o WATER PROOFlNG ARE SHOWN ON SUBDRAIN PLANS. OBTAIN WRITTEN APPROVAL FROM AEI 3. SEE SOILS REPORT FOR DEFINITION OF "FREE DRAINING GRAVEL." HOLES. OVER LAP BOTTOM OF IN MIRAFI 140N . SEE PLAN FOR SLOPES ' VS A� SHEET NUMBER FOLLOWS TOP OF FOOTING ' �• � ' ` � �. ` � • . •�. `(�� `(� � W PRIOR TO CONSTRUCl10N FOR VERIFICATION OF ELEVATOR PIT ELEVATIONS. DRAINAGE BOARD 6" - 12° GRAVEL TO EXTEND AND ELEVATIONS ; : ELEVATION ' • TO WEEP HOLES : 4" PERF. RIGID PVC PIPE NO'IE: DETAIL TO BE REVIEWED BY WATERPROOFlNG NOTE: STRUCTURAL TO ••��•��..••'��• EXTERIOR WALL DRAIN PER INVERT AND SLOPE conisu�rnrtT PR�at To coNS�icnoN ELEVATOR PIT DRAIN EVALUATE ELEVATOR �NTERIOR �RAIN ONE-31DED POUR WALL DRAIN � NTS EXTEND GRAVEL TO SHOWN ON PLANS. Nrs PIT FOR BUOYANCY NTS NTS ,� SHORING WALL � SEAL Q 2a07 A. Epstein and Sons Intemationol, Inc. All rights reserved. LANDSCAPE WIDTH VARIES y SNOWMELT TUBING 48" CL 4$" WIDTH PER PLAN (TYP. IF HEATED) 24� y VARIES ' 1 - 1 /2° 4-1 /2 : 1 2" . 2'-�M 10% OR PER PLAN 2% OR PER PLAN a �a � . . d � a . . �. . � , a � � a O. 1 D :_� . �, �- � �I � � � � � �T . ` / . . . . . o � . a a a. ° � . � . a - � �� RAD. EACH SIDE �...� EXPANSION JOINT Lt11 � D MINIU S � : MARK CONDO M a D cJ" d � " PER F7' fi" . a \��\��i \ / \\�\\ � 4 v D . .. Q d . . . . 4 . . . a a ,° _ . ' ° " < . , °. Q• � a . Q . � � VAIL, COLORADO a ea : a p FLOWLINE FOR FLOW ACROSS PAN 1 : � . SLOPE � . � ` a ' a e . . " e n. a � . . 8» a'd a �. _ d , a � . . � ' • 6 e �'m ° . �.a . g . . � � ` � :. ' � / � / 2" Install �4 Rebar at 18" 'a a ; � � , . . � � � � \ \ \ \ \� \� On Center Both Ways CONTRACTION JOINT .. 6 ' . . 6.. . . � d. � .j/\//\//\//\//\//\//\//\// //\//\//\//\//\//\//\//\//\ \//\// . . . . . . . ` ��\�\�\�\�\�\��\� �� NOTE. 0 2 D \ � � � \ \ \ \ \ � \ \ \ � \ \ \ \ \ � � /�/ � , � �� 0 % /�/ /�/ /�/ /��\�%\�%\�%\/�%\� ��%�%��%�/% \�/i�/i//�//� .//�//� , p�2 � r 3 EA. 3/8" x 4' PINS � �� . �� CONCRETE SPECIFlCAl10NS; 8 ' PAN SECTION , 2 " INVERT TONGUE AND GROOI/E CONSTRUCTION � ��\�/�/i�//i�� INSTALL WELDED WIRE a ,a � � � � 4500 PSI, 5s4 �.es/cY � CON TRA C TION JOIN T - . � � ��/\/�/�/�/�/�/ , � -�� i\\/�\/�� MESH OR #3 RB � 30°OC Compacted „ WATER CONTENT LESS THAN 0.45 ' ��i.� 2" ABOVE SUB-GRADE Subgrade 4 Class 6 ABC AIR CONTENT = 6�-89b ° � ° • � � Y � n DESIGN ARCHITECT INTERlORS 3/4" AGGREGRATE � ° µ i � ° � a � • ° � . FRITZLEN PIERCE ARCHITECTS TORCHIA ASSOGIATES, INC. i � 1 . 5 �BS/CY FlBERMESH ADDITIVE SEE LANDSCAPE PLANS FOR COLOR 1 /4" „ � � ° ° • a • � - � � � 1650 E. Vail Valley Dr., G1 750 N . Orleans St. Z . �J VE R TI C A L TYP E I - C A TC H P A N AND SURFACE FlNISH REQUIREMENTS 2 M � N• . - � a . ' a . Q a o : . � a Vai�, Co 81657 Suite 500 � Q . a � . . � . - a ° . 970-476-6342 Chicago, IL 60610 N . T. S . � ° � . . � . . . . a .; � a a .. . a . , �i ' , . � • . � . ° : . a . www.vailarchitects.com 312-664-3346 � . ` . • F "� www.torchia.com . . . � . . ' a. ° d . .. a .. . . , d ' . ' . . . . ;. : -. B TYPICAL CONCRETE CROSS PAN LL . a . e a : . - . a . . . : ; . ° . . � : a � � a _ . . : , = _ _ F . . n = , . .' � ,. , � � `�._.._ ANDSCAPE WIDTH VARIE WIDTH PER PLAN 8� \ ARCHITECT OFRECORD STRUCTURAL ENGINEER DUMMY GROOVE JOINT, CURB & GUTTER � 10� O. C. MAX. A. EPSTEIN & SONS INTL., INC. REDW/NE ENGINEERS � _ � /2„ SNOWMELT TUBING EXPANSION JOINT CONTRACTION JOINT 600 W. Fulton 0105 E. BeaverCreek Blvd. 2,_ a„ 4_ , � (r�'. � F HEAr�o> CONTRACTION JOINTS FoR cROSSPaNs 9th Floor Suite 204A, PO Box 8009 10% OR PER PLAN 2y, OR PER PLAN GUTTER APRON SHALL BE 10" FLOWLINE ON UNIFORM GRADE LONGER THAN 36 ' Chicago, IL 60661 Avon, Co 81620 a a. , . _ 9 a THICK AND HAVE SAME REIN - BETWEEN RADIAL POINTS 312-454-9100 970-748-0711 6d \��\��i ��\��\�� ° . . ° � �° a o v � 5„ FORCEMENT AS CROSSPAN www.epstein-isi.com 1 /2° PER f"T' ., � ` POURED JOINT 1 /2" PRE- MOLDED M/E/P & ENGIN.EER CIVIL ENGINEER � ` ° ° ° • � � ° � SERLER JOINT FILLER � , b d� �a d d � � ' � . . � . . � � AEC � � ALP/NE ENGINEERfNG, !NC 6• <• �° � ° ` \ \ \ \ \ \ \ \� \� \� \� \ �\� \� \� \� \� \�� \�� , : a � d . a , < . .�� /� �� j �� ` �j �j �j �j �j �j �j �j �j � �j �j 6„ e e .. . POBox8489 34510Highway6 �/�/�/�/�/�/�/�/�/ /�/�/�/ /�/�/�/�/� �/�/ PAN WIRE MESH REPLACE WITH REBAR ° ° � \� \� \� \� \� �� Min . a � ' d _ . ° , a a a � ° - e 40801 US 6 & 24, Ste 214 Unit A-9, PO BOX 97 � d o 0 0 0 . %\�/��/��/��/��/\��/��/.��/.�� /.��//��/��/�. ��/i.�/i.�/i,�/� /�. /�, . . . - � LENGTH CALLED FOR HAVING END AREA OF Avon , Co 81620 Edwards, Co 81632 Q d a °' �a ' " � .. � � � ° � � " 970-748-8520 970-926-3373 a INSTALL WELDED WIRE 36' 6 x 6 - 4 4 0. 10 S In . Per Ft. 4 � 18" E. W. \ �� '7 �� MESH OR #3 RB � 30"OC Compacted q• �# ) .�\�\�j\��\��\��\��\��\��\�j\�j\��\�� „ 4" Class 6 ABC Subgrade „ EXPANSION JOINT, CURB & GUTTER � 100' O. C. MAX 46' 6 x 6 - 2� 2 0. 13 Sq . In . Per Ft. (#4 � 18" E. W. � LANDSCAPEARCHITECT FIREPROTECTION /\�/\�/\��\�/\�/\�/\�/\�/\�/\��\�/\�/� 2 ABOVE SUB- GRADE 6 > � „ Min . EXPANS�� cI��NTS 64 6 x 6 - 0, 0 0. 20 Sq . In . Per Ft. (#4 @ 12 E. W. ) SONESMAC BFPE 84' Two 6x6 - 2, 2 0. 26 Sq . In . Per Ft. ( #4 � 9 " E. W. ) P.O. Box 115 P.O . Box 1068 , NOTE: CONCRETE SPECIFlCATIONS; Transition Gutter at All Curb ALSO SEE LANDSCAPE PLANS FOR RE: LANDSCAPE FOR Avon, Co 8 � 62o westminster, Co 80036 2 . �J VER TI CAL TYP E I I - SP I LL P AN 450o Ps�, 564 LBS/CY Inlets to Provide a Minimum ADDITIONAL TOOLING REQUIREMENTS pLqNTER WA�L DETAILS 970-949-6490 303-426-Q342 WATER CONTENT LESS THAN 0. 45 6" �de Concrete Band Along the NOTE: AIR CONTENT = 6�-8� Front of The Curb Inlet Frame COORDINATE FINISH , COLOR & TEXTURE WITH LANDSCAPE PLANS. 3�4" AGGREGRATE COMPACT BASE COURSE AND SUB-GRADE PER PROJECT SPECIFlCATIONS. 1 . 5 LBS/CY FlBERMESH ADDITIVE N . T. S. N . T. S . N . T. S . N . T. S . A SNOWMELTED CURB / GUTTER W/ DETACHED SIDEWALK C CURB INLET TRANSITION D TYPicA� coNCRETE �oINTS E TYPICAL CONCRETE CROSS PAN TIE - IN . 60mm pavers over sand and Note: See drainage details for tubing. Re: Landscape plans weephole information at inlet and specs for paver details. 2' T03 ' DIA o NOTE: ALL SIDEWALK CURB CUT BOULDERS Pnar oF pnRr oF RAMPS SHALL BE ADA see plans for slope Sand with snowmelt tubing and � 3/4" WASHED ROCK �� pR wlr�G OR s' 24' s" COMPLIANT UNLESS STREET �� WWF. Sand bedding per paver cur�e GRADES DO NOT PERMIT A 12: 1 -fl - � � - - • � - - o � � - - - - � - - ca� � - � - � - - �o- - - - � ' - � � o� - - � � - - � - a - - - - -� � � a - - - �� - - � - manuf. and Wirsbo. WIDTH OF RAMP �� (�.) ��4" Asphalt Section � s' s" MAX. RAMP GRADE Q � A T , � 3" DEfECTABLE WARNING � 1 00 � � . o pA� in a 2- 2" lifts � 6� � = � _ . 8 ,, . . . � }° 3 }� SAND FOUNDA110N , � %��/\�/�� /\\ ,��,��//��/��/�� r\�/\�/��/% B'ase Cou Seed Class 6 . ., = � , . , / • /i��/ ��j\�j\�� . �/, ��/. ��/. � � c�,° � -"� �-- 3�4 � DIA. DRNNAGE WEEP HOLE \'��/�� . . . . . . . . . . . . . . � MIRAFI 140N OR EQUIV. • • • • • • . . . . . . . . SECTION A-A -illi� = -' .� Suitable compacted subgrade o . . . . . . . . . . . . . . � � � � � � � � � � � � � � ( see soils engineers recommendations) . . . . . . . . . . . . . . . ,�,o >�` N . T. S. KEY BOULDER� � 24 . . . . . . . . . . . . . . ` 3s� Snowmelt tubing ( typ ) ,�. ' �P �ti� ' 1 ' MIN . INTO 4" PERFORATED PVC • • • • • • • • • • • • • • - � � `ePP�� I MALL LEVEL SNOWMELT PAVERS ovER ASPHA�T GROUND (TYP ) . . . . . . . . . . . . . . ; � � � �- � DRAIN TO DAYLIGHT " " " ' " " " ' �� • • • • • • • • • • • • • CURB � � � � " 6� MIN. TO FLOW LJNE � cu�e �.ow uNE � 2» � - � �2� 4' � �2n � ', (SEE NOIE 3) ` -� ;. ' DEfECTABLE WARNING WE1L � . . . , : . 0 SN ELT 6� p► � • PLANSEC ETAI S A D� UNHEATED CURB PLAN VIEW OF . .' . : . ^ . ��c. TUBING SPACING AND GUTTER �C ,: � PROTEC110N BOARD AND , . . N . T. S . �ETECTABLE WARNING AND WELL ; ' - : : , . : :�.: :� ' . ��. ' ,� . . - -. . - � 4 a . e . . ' y . . . .. . ... :. . .p � � . . . ! . s (PAVERS NOT DRANM TO SCALE) . - , .: . ,-._ :' " " .: _. . `: ,. . .. '.. . V. ` , - ' ,��•. . . . �c�'O �. . . . ... . . . . .. MIRADRAIN DRAINAGE BOARD � PROVIDE MIRIFI 140N , ilUc . � : .. � . . : . , _ . . , . � . . . . . :. . ., . � . ;. .� '� r , .� OVER WATER PROOFING. RE: � . -., :.� :-: . . .: ...:'.: -0`:; _�___�-- FILTER FABRIC BETWEEN F BOULDER R �TAINII� G 1NALL �� = � � . � - � � � � .� . • . � � . - . � : � : �ENERA� No� #2�, C 01 O 3 SAND AND INSULAl10N . r?,. _ _ . . • .: . . ' '' . ,: . � . , • : • • • . . " . . ' a . e '° - a . . � . ' � �F ♦ � • � • � � • � • � � �\�� , ' - ' ¢ ° ' ° ' na ? a ' ° .. . . , . . � .. . . ., . . , .' _ - . .. . . - ' .. ' � � • • � . . < , . e � . . , , , , � , . . , _. - . . '... ' • � • . . . . ' . . . • . • ' . . • ' , • • � �� _ ..: . . � . : . 5 _ � . .. .:.. . �. _ : 'i . . �+ � • � � • � � � � • �`_.Qi':.� �. ...:.. _ � � . � r . . e • . Cv . . �1L - • � . � • � • � • • � • � . a .. . p.. .6 ' a .a '. . s � b a 9 ' � ' � � � n � a � � � � � . . . �'� � � • • • • • • � � . tl ' ' . . . �p . , ,•., _ . � • STRUCTURAL HI LOAD RIGID ' C,`Z' ' � � ° '' �• � 1. h TOPPING SLAB INSULATION , 80 M CONCRETE PAVER � P'`��P�� - �� ,�� ' a'-� DEPTH VARIES, N OTES 5/s" sand bedding with 1 . THE DETECTABLE WARNINGS SHALL BE INSTALLED� ' 6 " VERTICAL CURB W� 6 " SPILL PAN � OVER STRUCTURE � Wf PAVERS EACH SIDE SLOPE PER PLAN WWF and snowmelt tubing AT SIDEWALK/STREEf TRANS(TIONS. THEY SHALL BE a e a MADE IN PAVER FORM WITH A TRUNCATED DOME SURFAC . �e�� ' - a , � � ' � � . a , : e �. d �d '_ a � 4 � ' � , _ � - � ° � . ' a, � ' � y - � 69 MIRAFI 140N filter fabric or equiv. . THE DOMES SHALL BE PLACED IN A SQUARE GRID. �o'� . . . . . . DETECTABLE WARNING SURFACE, SEE SECTIONS: . � � - ,: .: :,..;._:�.::•��- � �:.: �;:�':,. - :::: �.: . � • � •- � =� ' •` � " � - - drain board Re: Gen note 27 C 01 SURFACE SHALL BE TEXTURED WITH RAISED TYPE II SPECIAL - _ °; _. .,.: . .._ _..:,:..> - - . ;. .. �:.::: . .... - ` • • • • • • . ; . . . -...,_,:.- , .r. ,. .. . . . . . _ ,. ... . . . .. � . CA , � . : . ,:. .-.: :. .: . . ... �. , . , `: .: e •�: MIRADRAIN 9000 , # , . . . . . . 2 THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LO TED � � � � . � - a ,' - . _' a-° ' � ' aa � • _.._ d . . ' '' . � Q . � Protection boord � AT THE LOWEST POINT OF THE DEfECTABLE WARNING WELL. . TRUNCATED DOMES � CONFORM TO U . S. ADA) . 'a .. a . " � ' ' - � 4 ' d . . . Q d ° ' " a d 3. ALL DEfECTABLE WARNING AREAS SHALL START A MINIMUM � ' �Water proofing (specified by others) Of 6 INCHES FROM THE FLOW LINE OF THE CURB AND `�_ � °„::'.�:';w� -' ? PP 9 P NOT BE MORE THAN A MAXIMUM OF 8 INCHES FROM ANY � WING SURFACES SHALL BE TEXTURED WITH _ _ QSEE PLAN FOR SLOPES Structural to in slab Re: structural lans � ,<�: _, _;_ , PoiNr oN �E �ow uNE oF rHE cuRe. a� ��cra,e� r � -..: :- A COURSE BROOMED SURFACE ONLY � „ WARNING AREAS SHALL BE 24 INCHES IN LENGTH ANO � ; � � � �2 /4 � �2 NOTES: Hi-Load rigid insultation to be used where covER rHE coMP� wioTH oF mE w�MP a,RE4 oN�Y. NOTE: RAMP CROSS SLOPE SHALL BE LIMITED i dimension from top of structural slab to finished UNHEATED CURB ' grade exceeds this section . Insulation to be placed above TO 1 : 48 ( 2%� RE: MECH. FOR SNOWMELT 6" AND GUTTER drainage board and below filter fabric. PLANS, DETAILS AND _ TUBING SPACING Re: Landscape plans and specifications for concrete PROTECl10N BOARD AND � a MIRADRAIN DRAINAGE BOARD paver joint sand and bedding sand requirements. OVER WATER PROOFING. RE: • sn N . T. S . N . T. S . GENERAL NOTE #27, C 01 2 � � 3 � . G SNOWMELTED PAVER SECTI � N OVER STRUCTURE H TYPICAL ADA RAMP p � `� ° � ° � = � ° � `� �� `" � ` ` � ° � • � °� " ' � �5�� 6 ' a' a NOTE: WHERE THIS CURB AND GUTTER IS USED � '�� ``°�`�``� "` :� ''��' :'� .' �`'` ;�'`':°.�`�: .�`: ' � � � AND IS NOT OVER THE MALL LEVEL GARAGE LID, . _ . ° �� ` � a " a . a � � � + < ' THE PAN THICKNESS SHALL BE 6". EROSION CONTROL NOTES _ � SrnUCTURa� TOPPING SLAB 1 . EROSION CONTROL DETAILS ARE CONSIDERED TO BE TEMPORARY AND ARE TO SERVE ONLY DURING 2 EACH CONSTRUCTION , OR UNTIL THEY ARE INTEGRATED INTO A FINAL EROSION CONTROL SYSTEM . DUMP STRAPS 50' Min. ,� � 6 �� VERTICAL CURB Wf 6 �� SPILL PAN ( OVER STRUCTURE , LANDSCAPE BEHIND CURB � EXPANSION RESTRAINT Earth Mountable Berm (Optiona�) � 3� C-- 1o' � � � 2. AT THE END OF EACH DAY' S WORK , THE APPROPRIATE COMBINATION OF TEMPORARY EROSION CONTROL � 1 �4 " NYLON ROPE , MIRAFI 140N Filter Cloth � � �� ( 5 wa TYPE II SPECIAL MEASURES SHALL BE PLACED FOR EACH DRAINAGE SECTION UNDER CONSTRUCTION . �� 2 FLAT WASHERS ) _ 3. THE CONTRACTOR IS RESPONSIBLE TO INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES TO INSURE THAT \�'��!%��\��'��i\�!%��\��\\��\\��'\��%��i��'\�\\��\ %��i��\��'\��\��%� ��%!%�!%��\��%\��%��i��!/;/ „ „ SEDIMENT- LADEN WATER DOES NOT LEAVE THE SITE . 1 -1 /2 4- 1 /2 Q SECT� � N Edge of Pavement RE: MECH. FOR SNOWMELT � UNHEA�C RB - 4. CERTAIN SEDIMENT CONTROL DETAILS HAVE BEEN SHOWN ON THIS SHEET. THESE DETAILS MAY NOT BE ALL THE � �� ° 50' Min . PROTECTION BOARD AND 6 AND GUTTER NO. REVISIONS�ISSUANCES DATE MIRADRAIN DRAINAGE SOARD P�NS, DETAILS AND MEASURES NECESSARY TO PROVIDE ADEQUATE SEDIMENT AND EROSION CONTROL. ADDITIONAL SEDIMENT CONTROL BAG DETAIL ovER wa�R PROOFwc. RE: �B� N� sP,aCiNG 3 DEVICES AND MEASURES MAY BE REQUIRED AS CONSTUCTION PROCEEDS . ' GENER,4� NOTE #27, C o� Q , . .d . 4 . � ° a DUMP STRAP -��___ � � ' � : .- s" ° � � � < .:. . . : a. .a . a : 5. CONTRACTOR SHALL PROVIDE ONGOING INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL FEATURES. ��, � M '" � � ' � � � � � ' • � �, � � � � < . �•:° cr�� :.;�.::-•::- �.- ' ;: >::-,:�-:;..;=�o�; PROVIDE MIRIFI 14�N `�- -�, Existing Ground ° m m ° e, ° • . , . ' ° a. . ° :: • -, � � , . . , . . �. ; • �-- FILTER FABRIC BETINEEN 1 " REBAR FOR BAG '�`� - " o . � ° .. . . . . � ` ' � � � _ �a : _ . 5" � :` a .. ° SAND AND INSULATION . REMOVAL FROM INLET �-�`'V,q - O° ` `� . � . � � ... _ a : ;•.Q . • .o: . ; .a . :. .:. - � . . . . . . . . �:..��! ��"�"ri �r� r � '�+' . \Y "V V`� \Y OD I a a� J . ` . , a .. : , a ' . . ' . ' ; . .. , G . . ' d . '. e ' 4a j _ _ a . ' a ' . dp . � . �,�_� ��rt,.�.j� �: � - � D U M P STRAP °oo o�°oo °o� oo° � . ,f'rra-a,""'�` y?Y�' J r,• �_. '�. . . BEAVER DAM =�. v�s` ��-` -- � » 00 ' O I T PP NG SLAB 3 � �a:�'�� t r ��T-r 2 Crushed Sceened Rock � � .' '�� . ` �� e -� � �o � � �p� �� I �00� HI LOAD RIGID Installation and Maintenance Guidelines � o iNSV�AnoN, �;, � , -� DEPTH VARIES, �� `'- � 8 80 � oq, I SlLTSACK �� r �,. : Y,�� o 0 0 0 � �' �� 6 " VERTICAL CURB Wf 6 " CATCH PAN ( OVER STRUCTURE ) W� PAVERS EACH SIDE �� t��, O Installation: The empty Beaver Dam� should be placed over the grate as the grate stands on end. If � - using optional oil absorbents ; place absorbent pillow on pouch, on the bottom (below- grade side ) of the �� ' � � �Ep1.N �.j o unit. Attach absorbent pillow to tether loop . Tuck the enclosure flap inside to completely enclose the x'� � D ' ' ' ' � o , TYPE I SPECIAL 4 Re-issue for Permit 05�02�08 grate . Holding the lifting devices ( do not rely on lifting devices to support the entire weight of the Existing Ground � grate ) , place the grate into its frame ( street side first) , then lower back edge with dam into place . The � PLAN 3 Re-issue for Permit 03�12�08 OPTIONAL METAL HANGING Beaver Dam should be partially blocking the curb hood when installed properly. FRAME FOR TRAFFIC � . � . � ��`� / RE: MECH . FOR SNOWMELT 2 Issue for Permit/Bid/100� CDs 01 /18/08 Maintenance : Remove all accumulated sediment and debris from surface and vicinity of unit after each CONDITIONS � . � , � � o P�aNS, DETAI�S AND � SEE PLAN FOR SLOPES storm event. Remove sediment that has accumulated within the containment area of the Beaver Dam as � � ' � . . TUBING SPACING CONCERT HALL 1 100% Design Development/GMP 10�01 �07 needed . If using optional oil absorbents ; remove and replace absorbent pillow when near saturation. `�'�G, ' : a � � a 1 - 1 /2° 4- 1 /2" PLAZA WALL REVISIONS�ISSUANCES DATE �- ' a - . � UN A D C RB N0. \\ o � � . . . " . ° . -. . 6„ AND GUTTER (SE ;` . rvo �o SHEEf TITLE . : BEAVER DAM � . . ° �e . ° °� CoNS�uC„oN No�s � 3 _ ` � D E TA I LS � . . � . � :a. � ' �`�' - � . Q � . � � 1 . STONE SIZE - USE 2" CRUSHED SCREENED ROCK. � = sn .. ' , �-- . . . .. � STANDARD FABRIC IS OVERFLOW GAP ° � a • � � 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. � �° � � . ' AN ORANGE WOVEN 6 a 4 . � . . � � a,. . _ .. :'a . .Q . . y a . � a 3. THICKNESS - NOT LESS TNAN SIX (6) INCHES. � � � � � � ° � � � a �° . < 5'� _ " ,. •. � ° - MoNOF1�rrT sPEC� F� caT� oNS I N STALLATION DETAIL ., ::�: �.:: ,� .; : -.::o..�: �. �. . : : �:. .. o�. : : . ..; : � . . :Q , ° . � : . . . ' : ° PROTECTION BOARD AND 4. WIDTH - TEN (10) FOOT MINIMUM , BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS :< 4 � . • - � . , . . . � MIRADRAIN DRAINAGE BOARD OR EGRESS OCCURS. . . . � .a 4 � � < . _ . .< .. � ° _ : � . � . � ' � ° . a� REGULAR FLOW SILTSACK � OVER WATER PROOFING. RE: • (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN - OFF) 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. DOUBLE TEE STRUCTURAL 3 GENERAL NOTE #27, C 01 � CARL GERGITS PROJECT MANAGER 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES FLANGE (BEYOND) TOPPING SLAB = PROPERTIES TEST METHOD UNITS SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5: 1 �- .- _ _ _ _ _ _ _ _ _ _ � NOTE: WHERE THIS CURB AND GUTTER IS USED T1M IEININGER ARCHITECT/ENGINEER GRAB TENSILE STRENGTH ASTM D-4632 300 LBS SLOPES WILL BE PERMITTE0. - - - - - - . � AND IS NOT OVER THE MALL LEVEL GARAGE LID, ` • • ' ,> GRAB TENSILE ELONGATION ASTM D-4632 20 % 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING THE PAN THICKNESS SHALL BE 6". PAN MAY BE ' . .; : PUNCTURE ASTM D- 4833 � 20 �BS �650 PR�JECT NUMBER MULLEN BURST ASTM D-3786 800 PSI OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF- WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING _ HEATED IN SNOWMELT ZONE 17 (RE: M202) � e ` '� � "�� WITH ADDIl10NAL STONE AS CONDIl10NS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES ...� .. : . TRAPEZOID TEAR ASTM D-4533 120 LBS USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC » r� � ' .� : . . ._ UV RESISTANCE ASTM D-4355 8� % RI6HT-OF-WAY MUST BE REMOVED IMMEDIATELY. SCE SHALL REMAIN IN PLACE UN11L PAVING OF ENTRANCE 6 VERTICAL CURB W 6 CATCH PAN OVER STRUCTURE LANDSCAPE BEHIND CURB � SCALE � : a _ . ` APPARENT OPENING SIZE ASTM D-4751 40 US 51EVE COMMENCES. DRAWN BY �: _.. �. . . .: . : . � ' •. � '. FLOW RATE ASTM D-4491 40 GAL MIN SQ FT LOW PROFILE WITH ' , . . / / TSL GUTTER FOR SAFETY � "' b PERMITTIVITY ASTM D-4491 0. 55 SEC - 1 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC TYPE I SPECIAL AND CURB APPEAL CURB AND RIGHTS-OF- WAY. WHEN WASHWG IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH NOTE: DETAIL TO BE REVIEWED �QI�Q ° GUTTER INLET OIL - ABSORBANT SILTSACK � STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. •''��"•• � CHECKED BY NOTES: 1 . RE: ARCH . FOR SOIL SECTION OVER STRUCTURE BY WATER PROOFING .•' O P '•. � ( FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN- OFF OR SPILLS) 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED A�TER EACH RAIN . 2. SLOPE AT 1 PER FOOT CONSULTANT PRIOR TO •� • �r;'A DESIGN CONFORMS TO 3. 1 -1 /2° RADIUS TYPICAL CONSTRUC110N ; . ALL SHAPES OF DEPENDING ON YOUR PARTICULAR APPLICATION , THE SILTSACK CAN BE MADE FROM 4. SLOPE TO MATCH ADJACENT PAVEMENT ; . � SHEET NUMBER CONCRETE CURBS EITHER ONE OF THE ABOVE FABRICS WITH AN OIL- ABSORBANT PILLOW INSERT OR , MADE 5. PROVIDE CONTRACTION JOINTS 12' O.C. MAXIMUM V � . T. S . N . T. S . COMPLETELY FROM AN OIL- ABSORBANT SILTSACK , WITH A WOVEN PILLOW � NSERT. 6. PROVIDE EXPANSION JOINTS 100' O. C. MAXIMUM '; N . T. S . N . T. S . .• •��'••.....••'�� BEAVER DAM CURB INLET PROTECTION K SILT SACK DETAIL STABILIZED CONSTRUCTION ENTRANCE M TYPICAL CURB AND GUTTER OVER STRUCTURE /3o CQ 2007 A. Epstein and Sons International, Inc. All rights reserved. NOlES: J� � 1 . CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS-20 LOADING. FINISH GRADE 2. OPENINGS MAY BE LOCATED AS REQUIRED. 1 . 25 X CULVERT OUTSIDE DIA. �MIN . � 3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES. + - - - � 4. PROVIDE AN 18" SEDIMENT SUMP IN ALL INLETS WMERE NO'fID. . .y' .. ,` a . . . � � '�,�� . %� " % � . . . . . . . , . :� . �� : � q � � q _ � �\��j\ NOTE. TOWN OF VAIL ( TOV) TRENCH BACKFILL � \� � TRENCH BACKFILL ��\ ' �' %.: ' ' % - �� ' t'.= ' ' D & L 3518 FRAME AND �►� 3 � I I o o � , /��,, SPECIFICATIONS DO NOT ALLOW MATERIAL LARGE /�� /j,� �� /� �, `; � , � ` `" 'y1i ; , V,:; BACKFILL WITH APPROVED �- GRATE OR AS SPECIFIED � 2 3/4" �� I I N �, LANDMARK CONDOMINIUMS THAN 6 WITHIN THE ENTIRE BACKFILL ZONE /� \�'� . � - � � . . � �� -� ^ ^ �� SUITABLE ONSITE MATERIAL IN PLAN VIEW. . . _. .. IN TOV RIGHTS- OF- WAY. THIS INCLUDES ��/�� // � p p.: �'� . �' . � . �. � . � � 'O //� / Y ,�� ` ` � - � � ,£ "� ` � OR ROAD BASE � �: T.. ; VAIL, COLORADO � \ /\/ O � , . . _. . , ::, . �°_ . : �.` �.: . ' � O�: O: . �' / _ THE PORTIONS OF TRACT C OWNED ��' TRENCH BACKFILL � � � � � � ��- z � ' :� ' � . �// 3/4 ROAD /�/ �� . O . .. : :: :: . : .. � .. :, _ . :. � , . . . Q_ .`/�jc� � u, ' � , � - � _ � r- � ` = Y .. :• .. : � : w :: - - - BY THE TOV. BASE � � . . � .. . ._ � . : \�� ` ` '`- � - - `;� ., ! � /\/// � . . . � \ \ . -., 'y` t� �{` ✓ l ! y ' . . . . . .. : ._. . ... _ . : ... ', :_ ._ . . o:o �: _ �� .. � � . .: ° / : �.� , v _� 4 Y`{ � � _ ; �; WARNING TAPE s° rn�. 3'-0° SEE SPECIFICATIONS FOR � ��\ � . . p . ._ .. � � � ; COMPACTION �\- ; // � d - .// ;� r , '` rf � J I N D AI L � `� � ` ' �� > Y � � , tfr �J 4'-0" REQUIREMENTS /� \\: : .: . : :.. .Q '� � .. . �� . \� BEDDING ,�" , L,� � Y . Y � i : �� . � . _ . :/� , , � � , ,, , i x�;f � , f ;, y UFTING WSERTS 1 '- 6" � . a � / zotvE PLAN VIEW . . . � � , u � � . . � . �.� � . . ,- � _ . ,�� .� ., i < ,� ° � :X ; , �, ) E SECTIO . . . : .: � . . � ' � � 2PR N � .. . � . . �� / .. . . , � . �//� ,� ;�: " , r ; ,�``� % � PROVIDE 12" ROCK FREE RISER � . . . . . .a - . : . � • : i . : . ` � . � - � �. � , f � r, : SOIL OR SAND . . . . .. . _ - � � BEDDING ZONE UNDISTURBED �� i � Y, � , , ,, , ., ,u -". SEE JOINT ' � . �.� " �� a. ; ° '" ' •. ., . . ,. . ,A no DESIGNARCHITECT ►NTER/DRS . , . . . . . ,,/� � � / � . � �\\ % , ,., ; ,/� r � FRITZLEN PIERCE ARCHITECTS TORCH/A ASSOCIATES, INC. /\/ .: . SEE ABOVE SOIL �� . .. . . . . : :. . . . . � o z � ' < ;t r , - - - DETAI� - - - - - - - - - � � ��\ /`� � - . . : . . � � � , � � ��, - - � � . ' w � m 1650 E . Vail Valley Dr. , C-1 750 N . Orleans St. � �� . .: . . . . . � �� . � : � � : . • 9 . p . . .- � Q .. � � w ,� _ - ;. o w - Q PIPE SUBGRADE, �� : � � . � � � p � . : � . . . � .� � _ ��6� � �i � � � � . v� � r Vail, Co 81657 Suite 500 . . : . /� %\/ o :d � . . . . . . . . . . �.� o a� /� � � -= - , � . � ' STABILIZATION � /�� ' � � / � .: ��' . � : � :` . �.: � . : � . : ` ' ' ' � � � _� •. � rn � � -. � 970-476-6342 Chicago, I� 60610 ---�j� /\ /\/,\ / �\��\` . . . . : . . . : � . �.�� /, , ,,_ :, -` �, --`' 12 " . � � a . - - - - - - - - - MATERIAL IF REQUIRED ' �� ji��%\�%\�/,\��/ %/:%/i�/,\��/\/�j�i � ( '� � �' _. ; ^ � ��; .• . e i - - - - - i ,• .� ` ° www.vailarchitects.com 3www o�chia .com TR E N C H Z O N E S PIPE SUBGRADE --- - � ;- . � . _. . � �, o . � .. . BEDDING SHALL CONFORM ` � � a ` Y� ARCHITECT OFRECORD STRUCTURAL ENGINEER TO PI REQU REMENTS RERS CU L VE R T B E D D I N G D E TA I L PROPOSEO QwEST PHONE ,o N SER Ts � -� : � A. EPSTEIN & SONS 1NTL., INC. REDWINE ENGINEERS �____� CONDUIT MATCH EXISTING `�, `� �N2T I � � � � I � 600 W. Fulton 0105 E. BeaverCreek Blvd. NUMBER AND SIZE �; � I I � a 9th Floor Suite 204A, PO Box 8009 � � � � o � � � � � � Chicago> IL 60661 Avon, Co 81620 N . T. S . N . T_ S . � � � � (V N I I � � < � 312-454-9100 970-748-0711 � I ( � ( � I ( � www.epstein-isi.com K CULVERT BEDDING DETAIL L SHALL�W UTILITY TRENCH DETAIL + 4 � �- =�a� � . '�----�' � - , „ M/E/P & ENGINEER CIVI! ENGINEER �� _ a .I� � I � �- � �� ( 1 - 10 �. . AEC ALPINE ENGINEER/NG, INC � ,�a. � � � w° a � a� , PO Box 8489 34510 Highway 6 INSTALL CONCRETE GRADE RINGS , a � 9 6' � ( � � W ._ ; '< ' 40801 US 6 & 24, Ste 214 Unit A-9, PO BOX 97 TO PROVIDE A MIN . OF 1 ' FROM „ „ � G �Y I ( � � � . .' . � � _ _ _ _ _ � , Avon, Co 81620 Edwards, Co 81632 TOP OF VAULT TO RIM ELEVATION Galvanized C Channel • ` ; �> 970 748 8520 97Q 926 3373 ANYWHERE VAULT IS INSTALLED 4 Each Side, 2 Sides � L - - - - -� . ; �.. � � : � � � � � � . ° - DER FUTURE SNOWMELT � 4 Each End, 2 Ends � ° ' �� _: � � � - ' � �'� � <o SUPER-FLO STrainer---) � � n LANDSCAPE ARCHITECT FIRE PROTECTION , � � SY M . ( GRADE RINGS NOT 42 Dia. Access � SONESMAC BFPE „ , , , , � „ - �� ` SHO 2-Ton Lift Anch Y P.O. Box 115 P.O . Box 1068 ' " ' " ' �; Y- Max ��°� �� 4 Each Side, ides �* `,. g^ 2'- OM g^ 9 1 /2" 2�- �» 9 1 /2" 970 9 9 6490 O 03-426 0342Co 80036 x- "' '" ` � � � : : ' � LEFT SIDE VIEW SECTION A - A � � ` / a � / � . � - . ' a - � a R� SER � a ; ` ':Y � ': a � � HEIGHT CODE WEIGHT � �rt°e � a a TOP SECTI ON :�Q. � :: a ::'-0 . . . �\o� : .° ' . �. . � CATC B2 BASI N 2� CB232R 1 86� Flashing Collar e 7,920 Ibs. �.. '`.�? : , •° WT. 3, 740 � Q: _ ^� # 3 CB233R 2, �90# IPS PRIMER Tapping : : � ° 3/4» or 1 /2" (if � a, . � � ,. � 3'- 10" required ) OUTLET TYPE SHALL BE COMPATIBLE �� ` ° N . T. S . WITH PLUMBING PLANS . � O � � X � � CURB INLET , . :: . a :. P,� BASE SECTION " ° : P . � stze - PROVIDE EXTENSIONS AS NEEDED TO PLACE STRAINER o: a. AT THE RIM ELEVATIONS NOTED IN THE GRADING PLANS. 9, 050 Ibs. : .a . � � - PROVIDE REDUCER AS NEEDED IF 4" OUTLET CONNECTS � � . � ��_6n TO A LINE SIZE OTHER THAN 4" INSIDE THE STRUCTURE. D & L I - 9226 Frame & Grate . RE: PLUMBING PLANS 8'- 0° � PROVIDE INLET SHIM FRAME AND GRATE TO ALLOW PAVERS '- 6° EXTENSIONS (BARREL TO ABUT OUTSIDE OF FRAME . GROUT SPECIFICATIONS: JOSAM 30000- S Series coated cast iron Floor Drain , two- piece body SECTIONS) AS REQUIRED BETWEEN SHIMS AROUND ENTIRE PERIMETER . with double drainage flange, WEJLOC invertible non - puncturing flashing collar, weepholes, 4�- � PROVIDE 2- 1 " WEEPHOLES Sand Bedding per bottom outlet and adjustable nikaloy finish , square strainer. ( EACH SIDE} TG DRAIN SAND Paver Manuf. SEE DRAINAGE PLANS FOR LOCATIONS WHERE 8" D . I . IS USED . . � LAYER . COVER WEEPHOLE W/ RE : LANDSCAPE JOSAM FLOOR DRAtNS a P M �R � F� 140N Fi �TER Fae►zic. TYPES FOR PAVER See plans Sump 12 Dia. , - n. � �, for slope CAST IRON BODY WITH SQUARE STRAINER : n with Po� y�rier Cover .0 3 - 8 2. �' SERIES N0. TYPE N0. PIPE OUlLET STRAINER CAST IRON BODY WITH GaIVaC11Z@d PUIIIftCJ IfOfl " _: . .Q . . . . a .. ' � � 0. 33' . = ; . . � . . SIZE (tnches) SIZE (inches) 2 Each End, 2 Ends ` ` B ' . . . . 30000-S 300008S 4 8 X 8 NIKALOY TOP 8C BOtt01'1'1 [l: ; : 2• O' 0. 33� ' � O. OPTIONS -2 SAl1N FlNISH BRONZE TOP , {? � a:' :� .' - o ' .. : . ' 0. 33, - G R OU T = � ' ( I DRAINAGE NOTES ADJUSTABLE SlRAINER " ' ' : 2" Dia. Ground d Knockout � �� ° . ° . a:. ` TYPE NO. PIPE SIZE 7YPE NO. STRAINER SIZE ADJUSTMENT TYPE N0. WEIGHT ' . : o- "' ,. Z. 4' I 2 Places In F r � 4. 0' Max. I (inches) (inches) X Y S7RAINER W/ BODY D - .' a. n'. • s o o o a 4 a s a i -i /a z-� /z z a.5 i s , „ B o n d i n g R i b b o n � ° 2' - 0" M i n . 1 . All st�rm drains ond culverts shall be constructed in accordance with the technical 6 - 10 2 Each Side, 2 Sides I specifications. Top & Bottom 4'- 10" For 4. 35" Dia. Pipe I I 2. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the contractor's �O� ��D 12 Each End, 2 Ends I I responsibiNty to field verify the lacation of all utilities prior to commencement of any construction. � Term- A-Duct - 4" Dia. 2. 7' 2. 0' ( I 3. All drain pipes shall be installed with the required bedding. N . T. S . N . T. S . � 5� 4. Elevations shown are at pipe invert unless otherwise indicated. ( I „ » „ I 18 X 18 X 2 M 8 � x8 � STRAINER JOSAM - DOUBLE DECK DRAIN COMMUNICATION VAULT 4866 -TA K � o � kout T ical 5. All standard storm drain structures are subject to modification by the Engineer to meet field N I ( � yp I requirements. 7 �' � All Sides ) 0. 33' 6. Where any port of the storm drain system is located in a fill section, provide fill material compacted to 95� AASHTO T99 density from original undisturbed ground up to structure bottom DISPERSE LARGE ROCKS IN THIS ZONE - - - SIUbS and pipe bedding. PROVIDED ROqCS DO NOT IN7ERFERE WITH BACKFlLL COMPACl10N REQUIREMENTS ■ 1 . 5� �� 0. 2� aou�o�s cR��t n-�fw is' TO BE REMOVED an �2� 7. Inlet boxes may be oversized ta accommodate pipe sizes where necessary. Provide AASHTO FROM BACKFlLL AND DISPOSED OF OFF SITE. P I �►i ■ ■ V � �W HS-ZO fdt6d tOP slab to accommodate grate and frame for oversized boxes. 0. 33' 2 . 0' NO ROCK ALLOWED GREA'IER THAN 6' 8. Pipe lengths indicated are horizontal distances measured along the centerline of pipe from inside 1 . 5' 2 7� box to inside box. ^ �� /\//\\�\\�\ SPEC FlCATION DO N'OT TALLOW�M CTERIAL LARGER ��\ \/ � /��, T /� 9. All Public storm drain shall be televised prior to lay�ng pavement over any storm sewer. THAN 6 WITHIN THE ENl1RE BACKFlLL ZONE /\ IN TOV RIGHTS-OF-WAY. THIS INCLUDES /\�/ 0. 33� o `� 10 GAUGE INSULATED VARIES TME POR110NS OF TRACT C OWNED /�///�/% TRENCH BACKFlLL 10 All Inlet Frame and Grates shall be S@t t0 match the odjacent finished grades. CoPPER NARE 6Y THE roV. 11 . All structures shall have steps in accvrdance with AASHTO M 199. Steps shall conform to SEE SPEqFlCAT10NS OSHA step standards. SEWER LINE CROSSING wA�R uNE 12- FOR COMPACl10N �<� REQUIREMENTS %� UNDER WATER LINE � � %��/ � leVa � � � n � � eW ia' to' No Roac nLLOwm ��. ��. GREATER THAN 6" � , BEDDING ZONE tn �� ` '. SEE BELOW �� N . T. S . SANITARY SEWER LINE v� �//�� . • ,; ; � � . P V C S D R 3 5 `a o �'J` S A N I T A R Y S E W E R L I N E PIPE SUBGRADE, STABIL1ZATlON �/�;� � � ' • " ` /\ � o PVC SDR 35 MATERIAL IF REQUIRED i��;,� ,,,,,;� P 2 ' x 2 ' A R E A I N L E T A N D G R A T E �xcx zorrEs ' NOlES: �, �TRENCH BACK FlLL�` \/�� 1 . FOR 200 PSI INlERNAL PRESSURE, INCWDIN6 WATER HAMMER �ij�, %/��//�� TRENCH BACK FlLL \��\ �' . ` \ �� -� �� 2. MEGALUG RESTRAINTS MAY BE USED IN CONJUNCTtON NATH THRUST . � BLOCKS W11H PRIOR APPROVAL FROM lHE DISli21CT /��// Q Q � . ' . � � O //�\j� N ? � \ . 3. MINIMUM AREA REQUIRm WILL BE lHAT OF AN 8-INCH MAIN SANITARY SEWER UNE COMPACTED 3/4' ��. ; - - �� ' � •�� o- � � • � JOINTS BETWEEN DIFFERENT PIPES SHALL HAVE A C-900 OR YELOMINE � _ � RIGID STYROFOAM � p. o:;-. • .,-. .�°.�: „ , . _, . :.;o �p i 4. ALL THRUST BLOCKS SHALL BE FORMED. THE MINIMUM � . : .> �� ' Y : :. � \ INSULA710N BOARD Qfl. :.'..:_;' ; ::. �. ::. ' .. : o.,.::�..'. � N Z THIqCNESS FORM MATERIAL SHALL BE 3/8" PLYWOOD SCREENm ROCK / / . ; :_. : :., -' , _ ='.' . '.': .p:0- " . .<. . �. . ` TRANSIT10N COUPLING HARCO MANUFACTURING •\�j` , :. a:p - °� --_ �:,� . //� , � " ' � Y � �a�A °- �� ' � 5. FOR 265 PSI INlERNAI PRESSURE USE TABLE FOR 250 PSI, BUT 337-080, CLASS 15Q ASTM 3139. ' �- : : _ \/ _ . �.. . . ; ; j SCREENEDR�K i `,.. ,Q-p -".: ;:: :_ Z W ` �' :. ' . � \ BEDDING _ �� o: �; - : : ' �//� ZONE � Q Z MULIIPLY BY 1 .06 \� ' . `�/\ 3" min. _ � � W N 3/8° PLYWOOD FORMS �-� /< ��' : � �:�: \� � . _: /�� ,, , .:.. \, o m UNDISTURBED \�� : :�� /\ UNDISTURBED \ a; Q�� 1%� � Z NO. REVISIONS/ISSUANCES DATE SOIL ��i t�t `o" . 'Op.� :� _: :�::`:" 'o, ' � � SOIL � [ :�r ;� ` ::. . �: ` � ' . ; : ; x � ,�/ MINIMUM BEARING ��/ O.�p.: :.: .: :' � `: :;': ...:,. • ' : .E)�z ,/�� o�o : �' : 'oa:b -" _ :� ::'•: : ': ; .rz ,.4 �. � \��// �/% ��/.�%j�%/i�/i� ��j%\/ \/� �� /�\ �..� ` ,.:� '�.�/��,� . ��•\\ , .�! �_ d� � e :�. . +, e.; �°. .; • �•` � SURFACE AREA - SQ FT 1/4 O.D.. �\�� . - : � � , . PIPE SUB GRADE 6� 6' 6� MIN PIPE SUB GRADE� '' . .' •,_ : .�? �. `-:, ' '• � ' ' " - . . . . . . � , ' . ' -a . . FI FVA'(�ON BOND BREAKER 4 MIL ` � ' ' �� UNDISTURBED �' N.T.S. N . T. S . GENERAL NO'fES: PLAS�11Ci ('fYP) \ ` ' EARTH 3/8" PLYWOOD FORMS MINIMUM BEARING . STANDARD SEWER AND WATER PIPE BEDDING � • � SEWER AND WATER PIPE BmDING DETAIL FOR BACK FlLL MAlER1AL AND COMPACIING SPECS. SURFACE AREA - • ' • i Q SEWER ENCASEMENT R S° � �N°�S,�RB� 2 INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM COVER REQUIREMENTS. EARTH 3. INSUL4110N SHALL BE INSTALLED ON ALL PIPE THAT IS NAlHIN TWO FEET OF ANY DRAINAGE CULVERT. BENDS - PLAN DEAD END - PLAN 7HIS APPLIES TO THE BOTTOM OF lHE PIPE IF IT CROSSES OVER TOP OF THE CULVERT. THE INSULAl10N SHALL IX7END FOR A DISTANCE OF 8 Ff EACH DIREClI�I OR UNT1L MINIMUM COVER IS ATTAINED. PLACE 2" PVC SLEEVE OVER REBAR. � PAINT TOP 1 ' OF SLEEVE GREEN � 4. ONE INCH INSULATION IS REQUIRED FOR EACH FOOT OF MINIMUM COVER WHICH IS NOT ACHIEVED. MINIMUM BEARING SURFACE PLUG AND CAP 5. MINIMUM COVER FOR WATER UNES W1TH INSULA710N IS 5'. '��' - SQ � . 2�1`- 3 R N . T. S . \ � 4 Re-issue for Permit 05/02/08 , , , � � PROPERTY LINE � S SEWER AND WATER PIPE INSULATION : .: �:� : � 3 Re-issue for Permit o3 , 2 08 ��i��/��/\��//\/%\��%\/�� \��jj�j\�\/\ /.\�/\�/ 2� OR AS STAKED � � • . SUR ACE REA G 2� \ � .: ' / / \/\ / \ / � • r O.D. PIPE :. E �//� \� � � . p•` ` ,•4 � s�; . SQ FT . . . ^ � Issue for Permit/Bid/100% CDs 01 /18/08 \��\ � � 1 �-'� . : - " . •, '. ,,, ,. , . . �,_ \/ // � . . . . � . � . . / /../ / / '�j\ / R�s'v� • 1 100ro Design Development/GMP 10/01 /07 �\/ � 10 GAUGE INSULATED 3/8° PLYWOOD FORMS BmDING COPPER TRACE NARE UNDISTURBED MATERIAL �� p�_�p �� DEEP TYPE EARTH UNDISTURBED N0. REVISIONS/ISSUANCES DATE �/�j �/ IF THE DISTANCE TO lHE TOP OF THE /.��\�\ � SIZE OF CA-45. 7' MINIMUM COVER FOR OPERATING NUT TO 7HE TOP OF THE VALVE VALVE BOX LJD TEE - PLAN TYPICAL CROSS SECTION �RTM+ BAqC FlLL dc COMPACT WATER MAINS W/0 INSULATION C�VER IS GREAlER 7HAN 9', AN IXTQJSION S'fEM NALL BE REQUIRED ON THE OPERATING NUT. SHEET TITLE ro sPECiFlCanoNS MINIMUM BEARING SURFACE ( SF) FWR (4) NO.w4 EPDXY COATED REBAR s° c.v. a� eox FOR 200 PSI AND LESS D ETAI LS EMBEDDED 78 INTO CONCRETE 4" PVC •�\�i\�%/\�%/� %��/��/�� W/ ENDS BENT 90 DEGREES AS SHOWN COMPACTED 3/4° SCREENm ROCK . . . . _ a� WATER , ° °, ° " o ' ° f � � � :; '`,� '•. . : ..... ,� _t . . . . ' ''-`' ' ' `:" ' OF 'PIPE 11 -1 /4° �_� � ENDS �o 90o DEAD END MAIN 8 GA1E WRAP 10 GAUGE INSULATED ' . . . . . , . . V,e,�yE � � COPPER WIRE OVER VALVE BOXES �� g" 2.6 5.0 10.0 18.0 12.8 ' ' BACKFlLL, SEE PROVIDE SLACK ON NARE _ 8" 2.8 5.0 10.0 18A 12•g BOND BREAKER 4 MIL � � � �' . •. . 6.V. TO BE SPEGFlCATIONS . ., ' > °. . . � .. 10" 3.8 7_6 14.8 27.4 19.4 POLYE7HYLENE �: : � ` ` �'` SET AS CLOSE . " . . . . � !.': ;: `::., :�'� ::.-'�: �2) 22-i /2• a.eows ns Possie� / �: � ,�. , . . . ; : : '' � +`" . . -� � OR 45' BEND TO TEE /` . . . . . 12' S.4 10.8 21 .0 38.6 27.4 PLASTIC (TYP) ` � : : ` �� _ � 16' 9.4 18.6 38.2 67.2 47.6 SEE DETAIL F ,. .'.. , : '^.^.: ; ;: : ,. ', �.. - ...,. � :.,�` - '` _ BELL 1'YPE PLUG, . . . : . _ : , . ., : :` ~ ��`: : .�: 20• �/sH�r a PROJECT MANAGER . .. . . ... .. . . .. .. . .. : . • . . - NhiERE REQUIRED . . _ :. . . . . . � . , . .. . . o . � . 144 za s ss.o io3.s �a.2 CARL GERGITS .. �. . .. • a . . . , , :: : . :_ . : : :. . ... .: . . : .. .�_ .. ^.; . :., .. .. .. _ , , . . . .. . .. . .. : : : : . . . . . :, : s . _ �. ; ,� . ::. . :�- = : � COMPACT BACK FlLL TO VERTICAL THRUST BLOCK - SECTION �. ... ._ ,:_ :. . . ... ., : .., . > .._-� . .. `..__, :> .: :. : .. . . :. . ... .: _ -: . ;: . ::.: , <. : :;. . .: ... . : _ . . . : "" ` � * -� " ' �"` ' ��' ` • ' ' `' " � '� ` �"' ° ` � � ' 12 X 12 � � ' � 8' RESIRAI NT WATER SERVICE IJNE • • ~ '-r-�-^ 95X STANDARD PROCTOR SOIL BEARING PRESSURE OF 1000 LB fSF • - . . : . . . . ... ..: .:. .... . . . . . .. .. . ... ED , , . < < , _ ..<. .. . . .,- ` _ TQ SUPPORT � _ :: ; ,r . . .. ' . . . ., . . .. ... � � .. . . : , . , , . . . . . .: : .._ :.: -�. . . . _ . . . . . e Ne . . •. ' :: . :: ., . :: ' ;.:. ..: . . . . . .. : . . . ;�, .. :..; .. ,. . . . . .. . :,.�.. : ' ., JO : , . . , ` . . .: . �. .-. .•_ : . .... .. . .: : . . : : . . . , . . . . , _ , �....-� .: ,. . . .. : . . . . . ...: .., �.. • : . VAL X. . : _;. ' ; g" X " .. : .. : ' . . �:. : ?. . Y- . .� �" : �. �. ...': ,:. ; , ' - = . . . . ., . . . :. � . . � � �. ' : :'.. ::: �:' • r :. r : .' '_ ' .' °. � �: �-: ; ,� '` �: - : . � . • . _ . . . ' � " TEE ' : �' ' ' ' . ' . � , o .,. . . : . . � _: .�.: ,. . . �.: ` � � VE B0� . . . :'.: ` . . , � . M II : �. . .. . . . . . . .. .. . . . � ... . . .� . . ' .� � r . ' . .. . ' .. . oa° : r . . . . o e o e . , . � . , ._ : . . _ . ., . : : `. . . I � � � MIN MUM BEARING SURFACE ( SF) MINIMUM BEARING SURFACE ( SF) PROJECT NUMBER , �//��`' >��: .' � ' � � ;��:: , :.�; . _ �//� FOR 200 PSI AND LESS FOR 200 PSI AND LESS 22650 ' . Ftow 7HRUS7 - BLOCK DINC, SEE OCKS ��\ � VALVE BOX BOTTOM SIZE BENDS gpr . . . : � . . . . SPECIFl ATlON5 ' _ . . . ... . ... .. .. : . . : .• , ..: . ... . . . . - - - S�ALE . . . ,. . , . . , ., . ,_ . . .: :. . . . . . . :. :. . ._ . .- , . . . :. . .. . _, . _. . .. . .. . •:. . a,: :.._. .. .. ... .: • ..� ...:�..'. >� .�. "�:. ' - •.: '.; '•" UNDISNRBm SOIL � � B� BEA N ON L �/� ' . ' ` ' � ,� . . �. \�\, PIPE EAD EN OF P DS , :.. .. . . ... : .. .. .. . ; . . \/\ � . �\/j\/ 90� . . . . . . . .. . . . . . :. .: .. . : . . . . �. . . . . . . ;. .. , . . . , . . , . . . . . : : �: .: � � .�� : 11 1/4° 22 7 /2 45° D D E 11 1 /4° y2 1/2 45° 90° DEAD END _ � :: . � • :� . ' > - ` ?.. :: �. :. ,�;� : : � :. : . • ., . ' �,.: ;. � . -•�: ,..: : :._. ' ..: .. �. ..__' ., � .. �- .: .. •. ' :. � \� �, �; . :.'�:. • . : � : � �� " 6° 1J 3.3 6J 12.0 8.5 g' 1 .3 2.5 5.0 9.0 6.4 . .. : . . ' . � . . . , . . . ;. : . � . . • . ;. . . �: .,-,. . . ' .; . . ._ .. . .. . ".. .: . .;:_ .. . _ VALVE , . . . . . � .. . ., .. . �\�j � / . , . �. . :, ., :' ;: • � � . 1 .7 3.3 6.7 12.0 8.5 � .. . , _. >. .. . . ., . .. .: .. . . . . . . . .: .: ::.. . : . : . , ., . . . . . . . . . . . ., . � . . . . . . -. . : .. . :.. ..... .. .. . . . . . . . ... . . . . . <. . ... : . �� . . :. . � .,.. ., ,.y.::. ..�" : �' . . . . \ \� ;: � . . :: .. 8 s i .s z.s s.o s.o s.a DRAWN BY SEWER MAIN (USE YELOMINE YVYE WIlFI 45' ELBOW �/� . . .. . . "' " : ��\�• 10» 2.5 5_1 9.8 18.2 129 10" 1 .9 3.8 7.4 13.7 9.7 �'r(�[� ��' FOR THIS PRO�CT). SEE �/�� .'�'. �. �' � . 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I www.torchia.com ARCH/TECT OF RECORO STRUCTURAL ENGINEER A. EPSTEIN & SONS /NTL., INC. REDW/NE ENGINEERS I600 W. Fulton 0105 E. Beaver Creek Bivd. . ;: . , ' - ca or IL 60661 Avon, Co 816 OBox 8009 .... • h z Chi g ;� ; ' _ ,' ' > ; ! —� I 312-454-9100 970-748-0711 : ; ' ' , : ; < ,: ' ; ; ' www. p tein-isi .co , _ , ,; ,;: _ _: ,:._ U e s ' m ; ,, . < . • ,. , ,,., .,.. _ ;,: .,. _ ..:. _: .:;: H Q ' � ` M/E/P & ENGINEER C/V/L ENGINEER ; . . _ .... . .... . . _ _. .. ..� .. __ ........ . .. . . . . . .... . . .. I . . . . ... N . . .. _ INEERING / C ; _ _.. _ ........ ..... . 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HP-P3A-22 ;_ �M ; _. . .... ...... . ._ ... . . _........ '........ , , .. _ _ .. _. . _ .... _ ;: ; > > , ; __ _ ,. _ . ,. ;;.. . . ! _ ;::, ,.. _ .:.: :! < _ . _ ... . : .: , ..,,,,.. . _ _ .. __ , ,, . . __ .. . _.: ;::: _ . _ _ _. ::: 1 :: : � ;;. ..... _.. . .. , PARTfiAL ': , , ;; > , . ,:., . ,, ; ; , , . _ . ; / : , ; >, , _ , , ; _...._ _ : ,; . :- ; ° ' , _ _. . .. � _ ; _ . _ , , . , . , • _ EM' . I �1� ' ... :: , _ .. _ ,. _ I ,. `' :: _ �3.'� € .:. D 'f � . , , . }..:; HPP3A-24 < , , ,. .' _; ` , ':: ' ____ ---- — -- _. ; ; - ._ . D1 1 p� ' ' ,_, � _ ,. , ,..... > ' F2 F2 F',. F2 , , ; ; , ; ' ; � ` : < , ; } . _ � EM ;:.Elktl ' > U ,. ; , , _ ; < VIA PHOTOCELL . I .._— — — — -. .., ,; _. _. _.. : '- � i ' F2 ' � : , - .:;;: . .. . > , : �- , � ; ; , ; ; I : —� � : / ;:. ,. ,.. : / ' , < �M .... ...... 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F2 F2 _ : / ; ' .i ;; _. — --- � ; EM F2 '.... ` ` �— � ° < REFERENCE LANDSCAPE DRAWINGS FdR EXTERIOR LIGHTING ` � � ' < ` > -- — HPP3A-22 :___.. �/ <,' ,.<. < _ ., , �:'! �... .. D , , ; : , „ ; ,..... , , - ;,_ ' -, - , , >.. , , ; - -- ANTITIES AND LOCATIONS. REFERENCE THIS DRAWING < '°,. . -: ; .. :. >, ; :; D1 D'� - „ < , ' ; .., FIXTURE QU .; PARTIAL „ , - _ , .. / _ : , . ' _. . U U ; FOR CIRCUITING ONLY. ° ,.._ „ VIA PHOTOCEL' L � ; ' ,; ;; ' .. I . : - ; .... ;i _ < � ; ; > HPP3A-24 ., .. , _.. . _ , \ �:: , :...__ :, � _ El�ta EM ;< ; , , ... . _ , < , _ ' ,: °,, ; ,. , , : . ; . , > : ,. : .. < , ' < , . VIA PHOTOCELL ` ,, ,. _:_ . . . - �.J . . . :. .. ; , . . � : ; � .:. <, ;. , / ' _ _ ; , _ ; . . . . ...... . . _ ....... . ; _ , : <_ °_ ; ; °:. � ' . < `'�d ' 3 , ,. ... _< � > , _ ' _... � � ; I , '_. ' < ' , ; .. ; • >.... • _ E , . .... . ,.::: . . :, _ _ , �AA ;°: ; : M � ; P3 -20 , _ , ' _ .... .._; .. , _ .... / _::. ,... . ; �.. 1 � / ��' . A , _ ,,.. . ; , I ; . 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RE ISIO S ISSUANCES DATE : . ; \ ; / .. . .. v N � : ; ; ; ; , � � F2 _ N / � F ; ....,.,.» ; . ,. . . �r _ ' : : ... ....... . ; , ; ': ;. ; � ? : : ; . ; ; . . : . _ ; `. . , ; � , < � > .. � ..�M , . , , , , . < _ .. , , < ; . .. _ _ . _ ; , ; , , , , . , .F.> �.,, , . �::, ; > • ; ; : : .. .. ..... . . . .._ _ . �_ I ; , ,: � , � ; , ; , i� , �� , , , . , , �r.� : � �� > : a � ; \ ; . ��. `^`� ,.\ . / \ � •. , , ; _ . , , _ . . , . _ _ � ,,, __.__� , _ ,.».......... . . _ , . 0 . f,:.:.... , , � «............ . ,. � _ , . ...... ... ..:.:.. _ , ,:,,. ,,:,:,:: «,:.: . : .. , .. _ ,._ . , �` , • : ....... .. ... _.... ,:,::.:.,,,.:::::::.:.:, .... ...... . . ,r�. . ..:::_._ . . ......._ ,; ,{: , , , _,,,...... ....... . . . ; r� «...................::::� EM ;. . _... �,._. . .: .. ,....:_: . . __. . _..... _ . ... ... ...... ..:.. .....:.::.....�'' . .:.. . . , ..... . ..:.,, ... . . , . ..f. ...,,,.,,. ..,,,... ........::.. .. .. .:.."�,,... ..... . < ......:::: .. . .. .. . ..,. .....,............ . ... ...,..,,. ... . ., ... . 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I � : �� . . ..... . . . , : . . .: . .. . .... . ., , . . . . : �. .: .. ; : � . . . . �. `' '' � " �' Z . . .._ . . ... . . . . . � . u� 3 ,.. . .. . < . , ...... .. . , . .. • rn , . . ; : . ; ; > ; > f <;< ., ; > ; _ : . . . : , ; ; ; _ . : ' ' : , : . : . ;.,:: :> . . : < ; ! > : _ `: ,. . , _. _ . , . > : :. , ,.._ . . , `: ; ;, ;' . : , . � ; _ ; ;: > < _ ' ` ' . , . . . , . , . . !: ' : , .. < , . , : ; . ` . : .,.. . , : ? _ :. .. ;: . 9 .. . . . : , . , , , . : _ , , . .. . , . . . . , ; : � . :: : , _ _ ' , a . ! � , . , : .. . > : ; � , . . . ...,. .. : . > «i „ , , < : : , _ : , � ; ..... .. _ ;:; : : ; , . : : : , ; cn . . ; ; , . . , . ; . . . ; ; . , . , . . . , > . .: ; . > , , < . .. : : , . , , , . '. J �j , , . . , c i , . . . , , , , .: : :. . . .: .. . ; , ' : :.. . . . . . . ? : . . " C _ . . . .., , :..,, - . : .. � . . .. . ; . . : ; : .. . . . , . . :; .: ; . , . . � .. ; � � : . . : . :.. .. . , , .; .. . : . . : : r : . , ! ! ! , ; . . , .. . .. .: : -. .. ; .. , . . .. , : ; . . � . .: .. . . .,,: . . .. , , . . , . .. . . , : , . ; .. , � . . { � . ; _ � :. _..-:. ': :: : �� i . '< ii �� :'f 4 ; ? '�: .::: � ,: _ > i . .. ' " i /� :� :: :: ; :. : : .. , . . ? �:i ii :: : . : ,: ': ' 'i :! :: :: . � �. > V/ . LL �/� . . � . . . . �' I: i I: t: s . :, . :: . . :: . . ' �..: .FF :'.>�' V/ i i' :: :: :: . � n . . ._ ., .: : .i� � ::: : : : : . ' ; ; .. 0. R I I I < ; < ;: , . -::: € : ; ' > <:: ; ; ,: : ; ,. , . .: : ; , � N EV S ONS SSUANCES DATE . : . . :. < . , , . .; . :. . . . ; : ; < , , .. .. . . . _ : . , � , , , , , . , . . , .. . . ; ; . . , . ::, ' , . .:... _ _.., , . , . .. . , c . , . ; > < : : . . , . . ; _ . : � �.. .. : .. .. ..:. . . .. , .. . . . : : . , . . , : �. . : . : ;: '� . n .,,. . . F �. . . :, : : : :. : -. -. , :. ,. .. .. : . i , . :! ,, . , :: : : : . ; . : : . . @ . ' . . .. i i: 5 :. . , . : .. : :. . .: -.. : ;. -. :. : . : • � ; .. , : , : s , . .. ; . . , . , . . . . : , : . ... :. , , .. :: .. .. ; : �: , . . � : , : , �, .. . . .. : :: � " . . � . . '. . F .. .. : . .. , . .. , . .. :: , .. � , :: . : : : , .. . , : . . ..... . . . . . . . . �. , . �. . . . . , . , ; : � 3 ' , , f . . , .. , . , . , , , .. ; . : .. � , , � �. . : , . . _ .. . . ___. .. . .._ ...fff . , . -. . . .: : . . . . . .. ; ; ....... �. . . . .::. ...:... . . , . . ; , . : . : . .. . . . . . . . . � � . . , . . , .. . :: ': . , �: .: ; , , . . , , . . , G 3 , � . ; . ; . , . . .: � , ,. ., , . ,. , . � : :. ; , . — , .: . . . ; , . • , . , < . , , , , . ; . ; ; :: ; , . ,. C 3 ; < ' , ; .. ; , ; , . � < , :: < ; , . , .: : , : < _ , :. :, :.......:.:...:.:. . .: : ' , , , _ � . _. < . , . , .. . ..... . .. � _.... . .... , < < . , . S : .,. ( H , <. ...�.�. . ; , , � HWR 1 < , . . .. , . , , : � , • � .: : > : „ . ,,.::: < �� _ , > < < . ; < .. . � < .: ; ' . ; , , _ _. , ; • , � :: :: i :: ': ': i ..... : ' .: i . $ '; . :: :: i � :: - . � . . � � . . . . . f �iFh^'i . ... : ... :, �. �. : - . .. .. .. :. .': . : . . .. . ., . . . . � . :: `. .: ': :. .: ':. : :i :;t : :: . ; . � i . > . . . :: ` � . . . . . I y . . . . . . . � . . . . � . :. .: :! :. �.: ,. .. ; :;; ; ': E: Ei ,>, � > :: _ ; . 2 ��'L� . .... , �.: . � . . . ., . .: .. . .: ; , . ., . . , . . . . � . . . :. : .: : -�. ;. , ::: : � . � s . :: . :i . . . . . ..... .: � � � . . � . ; 1 . : , : : . ,. , < . .. ... ; , , , ., �; . ,, . : . , , < ; € > � ._ ,...:,: . < _ ; .<.,,r , : : ., , < < : � f : ,.:.: . . ; , -: < : ; , , .,. ., ' ' ; , ,..., , ; .. . ; _ , , ' ..,..... , . . : : . , � . _ , , . . . : :, ....: . .: : :::.. • _ . . MS . . < • , _ . , < ` ` - . , .: — . . : • ` . ; , : � . . ; < > < _ _ . , ` ` , , _. . , . : : :. • S �i� , � I ! �� . ; : ; : , ; SMR � H�� < `< " ; ; ,.. , ;.. ;; , ; ; , , ; : .;, : . ; ` - I < ' ; ,. ;;:.: o ;.... µ . . . ... _ . . .. . ........ .. ...�._ . ...... HWR '�� ; ' .: . _ ; ; �, ... EA , ., < > ; ;; .. ,.. :. ; � . _ _..._ .. . :.:. .- - HWS � , ; _ . � _ < FC 4 ,. : : , ; ; .. : : Yr .,,, ., ,� ; < ; < ; :__ »:.:.. .... . ...... . ;, , .. . 15 :.: , I _ , . ,, ,. _....... ,.,.., . . , , _ _.. »..... ... . . .. «... _ n . _ . . _ _ _ . . . . , ... . .. _ .. .a. _ ...... : : ;: < . ; : < , ,. ; : ' ;. ..,,, : . , .,. ... - , _ , ..,...... . ........, . ..... .... ......... .. ... .. . : . . . ...., .. .. ..... .. . .. ............ ......... _ .1c1 _....: .. .,. , , :.:: .. .. ............ . . �,1 l� ..: . . , \ r., � 3 .... ... ... . .. . «.,...., .,,,,,:. . ..... .... . . ......... __ ff� : _ .. ... ,. . .... ; ,. , .... .... , , ,, _ _ ........................ . ........ .. _ _ .... . ; , > ..��. _ .... _ .... ;.... :; 7 REISSUE FOR PER IT 05 02 08 . : .. .. : .:.. . . . .,.,.. �, .. . . :: :: � . :: : �, . ; . IJ < . :: . . : :. .. , . , , .. , ... _ „ ... . . ....... ..._..._. . . .»., , , � , . . . . .,... . ..,, .. : . :. ,: \/ , : , : . .: : . i E E . . .. ... ... ..... _.. .. ..,.. : ` ... . . . /j�f i' ,,.. .... ,.. . ._ .i'l. �� 1, . _ M � , , ; , . .... . � . . . , . ...,. ,...... , : , �J , , U , � ,. , _ �' ; ': .... _ ,.,..:;; . .. ....., ;... : �.:,.�, _....:..:. ,.:.,_ , ND , ,, . , ; « < .. , � � , , „ , < > CM • • > ; : `: , ..: . : < N� ; ,. ,.., .... ,. , < �, ...:... .. :. `;.. ` > .. . ; %:, i, , ; , ; ; ... , - . , ... . .. ... ,, CM > , .;: ,... .< , . .:, ; ; „ � . _.....� _ . \ ; . � ; : S S „ „ <. , :. :> : . S : S , ..:., <,., > . ♦.: ; :: :: ; � 6 ISSUED FOR BULLETI 4 1 , .. - .;:;,, ,....,. ..,. _ < : , ;: < > ,. , � : , .;.:.... ..,. ,... - < : 1 ; � < � 0 / 6/08 :, _ ; ...:_ e ` , _:,. _ � ....._ _ , ; .. • e .:...... _... . _ .. _ _ r» O6 . ... ,..... . . < : < . :., : , ; , . .. :. , _ ; .: _,. . .. «.. ,. ::.. . ,. .. . . . . . , . ::... ;.,; , : : . � s N ; , : , ; , _. ; . , ; , , ,..;,. . ,.._:,. _ < , , : : :, ... ; � _.... 9 . , _ _ .._ <: : ; .. . ...... . . ..: ; : _. ,:;,.,: . ; : € <: , : : ;, , , .....<. ,, _ <:. ; ; > .. ... 'f .� . : ` � 03/ 12/08 � :.. < : . ' . .. i,_ ; < , ... , ; ... ,,,,; :s .� ` .. TO CP IN ' _ ' . . . .... _ - :.,...:, . TO CP IN ' � , , „ ` _ , ` ; TOCPIN � < TOCPIN ; < : ; > < ; .. , :,, ; , < < , , , :, ` — — —: �� ... : ° :::. < ,.. ; ; ; . . ' _ �->;: ; < '` ' : �... ... .... __ , ,. : , ME > _ ' 02/ 12/08 ; - _ „ CHANICAL MECHANICAL ; ;.: ,.. .... ;: .....,. MECHANICAL :; ME HAN , � : : f :, _ 9 ,,. . ..... .... ; , , ; . : f .,, F� ..., , ; , C ICAL _ 5 O _ < ! , _ ,.... , > „ ; ; . : , ': , ; ; ; ; `; - � � ' ULL I ;. . . .... . . . . ROOM < ROOM ; , ; , , : : ` : ROOM ; ROOM < ,: ` ' � ' °' _ ; 100% CD s 1 1 _ , ; ; _�,� .< PER�IIT ISSUE BID SET 0 8 08 ,,:.< . < ,, ; .. , < ; . „ ; ; ' ; , ._ : ; . ... . _ > , , ' ; ..: • _ ... . .. .:...... . ' : 3 � � . : ; < ; ,.. .. . ,._ . . .,. , ......... < . . . . ... _ .. ..... ' ' > < < : € ,. ..... :. �. ...,. ... .�,. � . . . . . . . , . ..... � _.. . . .. . . .... . : : � : ; . , .. ... . � : . . . . . . . . . . . . ; ; � ., , < �'` . 4 € � % • :; s ; > . , g .. s s ' ` < ! ; t . . ._: '... . ,,.:..,,, ' . i � � i :! ' :I f . . . . . . .; . . . . � . . . � . . . ' : � ; . '�.. ....., . � ' . ` . . . .. .. :i ., : I ' : • ' " . :. � i6 . ; i ': i _.. :, :::_:: ; ;; , < , , ,. ; , ,. . 100� DES.D ELOP E T G P 10 01 07 < ; ,. , ;,. , ; , ... . . ...... ; . . , , . , , < . > ,; . . ; : ; , < > : : > : ; ; ; ' ; � � N / � / / , . : . . . . , , ; ; > < ; ' . . , , : < , _ �. :. : < : , ; .. . ..... . . .... ....... , _. . .. < . < ; .., .., . . . «. . .. . , ; > _ , ' : . .. .. , : : .. . .. .. .... . .. . . 0 ,: . ,—� 0 R ISIO S IS A T . . , EV SU CES DA E ; . . , ; , ;, : < »...... s ,. „ . , : : ; ; , •. . _ � , ; < ; ' , : ; ; : < ; ; , < ; ; < < - < .. , ; - .... . .. _ : ; . ,. ; ; ; ;., ; ; ; T TI LE , : , ; ; ; , , ; , : : , . _ � SHEE . :. ; : _:.. . , : .... . _ - ; __ SNt :. _ _ _ ,.. . : •. > : , < . ' " ; < , .... . « _ . . . . _ _ . : _ . _ ; ` , _ ; < > : 6 ' ; ; T • > < . , ,. , ' _, , , , : , _ . , , .....,. .. . _..,.,.. . . , : € , , : �... .. . ............. ........ . . ..._: . . ..... . . ' ° UPPLY ' � , � .. ,............ ......... . .. ..... . . . _..:... , ...... .. ... ..,.. . , « _, . • . ; , . , < , , , ; ...... ...... . ,.... ...,... ,,.,,,,,. ��: , _. , ...: :::.. : ,.. .....,, . . ' , . ;..:.... . , _.. , . . ,,.... . . .,,,, ., „ :<:,,, „ ,.: . ........ .. . . ...,. . ... . .::... .: , , : . - ..... .. . .. _........ , ,. .:,... . . ....,... . .: � , ...::;>:::::...... . . < r._ : . . ' , ,.................. ; >. . .. ,::ii!�/. . , ,,,,,,, ...:... ....... .... _ . .. ....... .... . . ....... .. _ �. . _ , , . LL LE E ; L , . . . _ , . � . . . _ _ . .. _ _ . , ... _ ... . .. .. . . . . ... . _.. ..... .. _ . , ... . . _ _ _. ...._ . : , _ .. . :_ . .. . . . . . _ _ ,, : _ : . . _ ; , :; < < �'. ..�. ....� :...�" � , : S�-6 nnAivrr�7�t� :.. _ : ` ' � - _ . � E �CH � NIC �4L PIPING � ND , : ; _ , � � ' . . ::: ...:...: SERVING SNOWMELT: :: �� .. ., _ - ; , ; . : ; � . ' ; .:;: ; < � ...: - PLAN NOTES CONT D . , . «.: `::,:. . . . .. »..... ...... , �� s ooPS To-ra�� ' P � ) GENERAL NOTES . � � P ,� RTI � L Hu +C L ,� NS 20 P - SZ , ,: O ' ` , ` PROJECT �IANAGER ROVIDE DRY LINT FILTER DLF 506 WITH BOOSTER FAN WITH BAROMETRIC DAMPER OR VFD 26 INSTALL EF-8 INTO THE EXHAUST SHAFT, INSTALL EF-2 8� EF-9 INTO THE EXHAUST SHAFT, 1 . COORDINATE EXACT LOCATION OF SM MANIFOLDS WITH ARCHITECT, ... -.... ' e6 ; ;; .: „ . . _ CARL GERGITS TO MAINTAIN REQUIRED AIR FLOW FOR EACH DRYER. KEEP E.S.P. UNDER 0.3" CONNECT 1 /2" PROVIDE 20x6 EXHAUST DUCTWORK TO EF-2 & 24x8 DUCT TO EF-9 TIGHT TO THE GARAGE & ,.�.: :,� ::�...:.� . ::.�, ;�. :: 870 SF . : ' -:: ' ° ; WATER LINES PER MANUFACTURER'S RECOMMENDATION , P V S TUNNEL CEILING . SEE GARAGE EXHAUST SHAFT DETAIL ON M105 AND SEE SEQUENCE OF Q 2 . PROVIDE FLEXIBLE CONNECTORS TO EACH PIPING PENETRATION THROUGH ' ° -- • : - ' ;>. �, AEC ARCHITECT/ENGINEER P - . . DRAIN FILTER TO THE NEARES OPERATION OF EF-8 ON M100. PROVIDE & TERMINATE THE LOUVER L-2 MIN 10' ABOVE THE SLAB ON GRADE WHERE SUCH PENETRATIONS OCCUR. ; � � ' F. D. 3. PROVIDE FIRE STOPPING ASSEMBLIES TO EVERY VERTICAL OR HORIZONTAL ,, ; < . 27210 PROJECT NUI� BER ,. 21 PROVIDE CUSTOM MADE DUCT MANIFOLD AND CONNECT EACH 8" f�l DRYER EXHAUST TO PENETRATIONS WHERE REQUIRED, MAWLY IN LOCATIONS BETWEEN EXISTING ; , < : ? i, �._. � ;� ....._......_.. �; � � THE MANIFOLD. LOCATE THE MANIFOLD IN FRONT OF THE LWT FILTER. GARAGE, LOBBY, MALL LEVEL AND NEW GARAGE. RE: ARCHITECTURAL PLANS ' : `': ; ; - --- --- •� -� --- %� � �8� _ � � _ �« SCALE , , : , - FOR FIRE RATED WALL OR CEILING/FLOOR ASSEMBLIES. MATCH FIRE DRA�I`IN BY 22 CONNECT (E) 8" f?� EXHAUST FROM RESIDENTIAL DRYERS TO THE MANIFOLD. RESISTANCE REQUIREMENTS FOR SUCH ASSEMBLIES. �Z 23 ROUTE 22x10 TO THE OUTDOOR, TERMINATE MIN . 3' AWAY FROM ANY AIR WTAKE TO THE P00 � EG�ST , r'F BUILDING AND 10' ABOVE THE GRADE. COORDINATE DUCTWORK ROUTWG WITH THE OWNER. Op�� O H � F� Rp� CHECKED BY MALL LEVEL MECHANICAL PIPING PLAN � � ° _ ° SHEET NUMBER 24 PROVIDE 22x10 COMBUSTION AIR INTAKE DUCTWORK W/ SUPPLY FAN COOK 90QMX @ 1700 Q O; � ; CFM, 0.5 SP. VERIFY LOCATION OF SUPPLY FAN AND DUCTWORK WITH THE OWNER. /f . � * SCALE: 1 /8" = 1 '0" � ' Y � b ; O� �� 25 TURN COMBUSTION AIR INTAKE DUCT DOWN TO MAINTAIN MIN . 2' FROM VENT DUCT, ' PROVIDE 1 /4" WIRE MESH ON THE INTAKE & VENT. '� :�f : ' . �SS�ONA�- E�C ` � � � � 2007 A. Epstein ond Sons Iniemotionol, Inc. All rights reserved. ; -r , _ _ __ . - ,_ . _ - , � ' � g MOUNT CM-1 & ND-1 DETECTORS MW 50" A. F. F. AND INTERLOCK WITH CONTROL PANEL IN - > : ., PLAN NOTES . O � _ ; _,��; - : : MECHANICAL ROOM, COORDINATE DETECTOR LOCATION WITH ARCHITECT. EPS GENERATOR „ .. �;; �.. WxHxL = 40x55x104.5 , : 1 MOUNT 30x24" COMBUSTION AIR INTAKE LOUVER 24" ABOVE THE DECK FLOOR. - ` , < 19 PROVIDE 18 Q1 CATEGORY N �ISTED VENT PIPE EITHER 316L OR AL29-4C STAINLESS STEEL. BY OTHERS ` ° � O O ;: . . .... .... _ _ U , ; :. .. _ .: VENT MUST COMPLY WITH UL1738 OR UL403. PRIOR PURCHASING AND/OR INSTALLATION " ` ` ' < - _ € ` ; B � < -- , MINIMUM 3' CLEARANCE ;:... > .,:, < ; 2 PROVIDE 34x16" PLENUM BOX, ROUTE 24x12" COMBUSTION AIR DUCT DOWN . ° , > ° - : ' > , ... ; . : _ .., ' <':: ;; rr;�x,..,,., :. .... .. . ...::::...:...: ..... .. ....... ........ . VERIFY DIMENSI N F TH V ; ,...; : _ «........... ... . .. . ... ... ...... ... ........,...,,........ ... ,... ... .. � O O E ENT PIPE WITH MANUFACTURER AND PIPE ROUTING WITH • - ... ....... .....�.. . .- , . .. . , �, : : • ; :; : : ,: : - ; : : ,.: : ,:: ; ; ; .. , ,� ; : . : :: ;: 4 H E , > ; ARCHITECT. SLOPE VENT PIPE TOWARDS B ILER . P ;. ; OUS KEEPING PAD ; :. , .,.:: . .. . , > , ;. ; _ _ O S ROVIDE FIRE RATED INSULATION OR < < - ; ; ; .: < : 3 : - • < , _ ,_ , . � .: . :::.:.:....:::: :>v , � ; .. - , . »..., _ __ - . ..:... , .: . ; .; < < _ _ . .. .. ....... ,...,.., ; . :. ..... ... ......:� , 3 R TE 1 D A � r < ; >: : : : ; < • OU 8 I VENT FR M IL ` O NEW BO ER D WN AND P IN F < . °° S O U IRE RATED SHAFT SEE ROOF - :;° _ ; : ;; `•... .. . , . , ..,,.,._ ,,,...... .,..,,, . .. . . _ . .. . ,:.,. .:... ...:.: ,. . ..:. :,, � FIRE RATED SHAFT ENCLOSURE FOR 18 VENT AND 2 AGZ070B CHILLrR BY G.C. - - .. - - - - - - ;, � : < O fl� Ox12 COMBUSTION AIRJNTAKE _ ,... . . ,. , :.. : < < __ . ..... . .. . ... ... ... . _ . ... � �T : . ; < : : ' � _ - .::: ' PLAN FOR VENT TERMINATIO . ... ..:. , : ; , ,.,... � ��'.. , : . . . ; N MATCH FIRE RATING WITH MECHANICAL ROOM. FOR COMMERCIAL; `, � ; , :: .. ;. ; , ,., ; ; ;! _ ; ; ; Ltll \ DMA� CONDOMINIUMS L 8330 - FA ; , % �, , , ; . , , � < (NOT IN THIS PROJ�CT) :.,,, _ . , : - VAIL COLORADO , < < :€ ; , , .: ,: 9 ` ' ' 42x54 < 27 ; : 4 ROUTE 18" f� AND 20x12" DUCT IN THE CEILING FFIT PR VIDE FI ` ;:;; , - " 1700 - O L ' ' ;, < , `' :' .. ' - .. .... . .. . , SO O RE RATED SHAFT. ; • _ : ; < , , 2 0 DEMO EXISTING BOILER AND WATER HEATERS 1N THI L A •:. . . S OC TION . ,,,. < O ...... . . ..... .. .:.: . . .. . . . ... ..... ..... . .. .: ...,..... . ... . ..,, . _ . .. _:::: ` ,. BD� ::. ,..... .. . .. . .. ..... < , < , .:, : ..,. _ ........ .., ...... _.. . _ ...... ... ...... ....._. . ... .... .. . .... .. . . 4 , . , gM `, 30x24 �;:: :, . _ : ; . ; : ;, , . . .,. , , 2 ,......, . , > , ,<, , , ,.. . . . .. . , . ,. .. : , . > : , , < . : . , ; € ; ; ;: ,. : ; .: .., > <: , : _ . < , . _ , . .:. ,: :.. .. : ; : ::� , ..:: . .. .: . ::. 5 VE � ,< < �, ... ... , RIFY LOCATION AND SIZE OF THE EXISTING BOILER S VENT AND ; ;: RE ROUTE IN THE CHASE ; , : . ; .: . - , :. : ;. , , 2� < ,: , ,: . .. > <; , ;. < : ,,,;;;; ,. ROUTE 6 0 EXHAUST UP & DOWN . < ; : .. . ... . ... ; , : : , 8 ..:.: ; : , . y O :: ; ,: ,.. .. _ ,:: . « .. . - : . : : < ; ; :: -;;:; , : , . : : , . . _.�::.. < , < . :. , ,.... O . �. . ..:. . _ . : ... , . < :.; ,;,. ; � , , . UP TO THE CEILWG SOFFIT AND TO THE RIS R. > : - : -> ��- - > > <: E REFER TO MANUFACTURERS INSTALLATION > . . ; , < ;_ : ; . _ . , . : .. .. . . • ,,. . . : . _ _ . ,,.. ;< .... .._ - : , , '� _ , . ,:... � ,, �;.:. ; . . .. . , <. , : _ ...: . <;: ,. : , r ,. , . . , , . ,.. ..: ; : ... :.: R�R�I.::::::: _ ` ` ; ;:: .. � ,.,, <- ; >; ,,:,,,,,:,.,;::.,,. , , ; ' : ; , , . „ ,, . ,, ..,.., . ... . ..... .. . _.. .. . ... .::.....:: „ , , . , , . .......... _ :. . . ..::. . . . . .:.. . :. ... . . , . ..,y ,...,.. ,. � _ _:. . .......... .. . .. . .. .. : .. . . . , » .,. . .. ... ..,,...i.,:,,..... .. , .. ...,,. .. . .4. . .: : _ MANUAL. : .: : , : : : , ,. .<,.. ., . , .. . . . .. � , .:, � , : ;: _...._ B B B . ' g 22 . .. : ,., . . , , . r-r� r _ .__. —� . . . _ .. ... , : ;:.::.;:,: ; : :- � ; ,. : , R TE 1 2 � OU / SMS 8� SMR UP EE M2 P . , , < . , , ,. . ................:............... ...... ... _ r.. ._.... ... ...: . .. . S 05 LAN FOR CONTIN ATI . _ _ U ON ;� . , . .. - _ .... , .,-... � , _. .......: ; _ ,: : < ; _ � ! ; ; , ; , . < : , ::: ...,: <:: :. ; , F.D. : > . , < ..... . ; , , _ . _.. _ _ , , , � . Y--r I � ::: :: > < _,; : ,. ;... _ .... ; .�: .. . �::w .: . . ...::: ......... > '4. 1 :::: 2 .. \:::3 1 � 4�, ! , ,.. ::::_. , <... ... ; , �. . .. _< , ; '� � ,_, .. . . .......... . . ....... ..... .... _.. .. .... ...; ; : s , , - ; :. < _ - ;: : `� �+ _ ,�, .. . . ., . > , i , .,; .,, ,. +. , ; , ,.. __. - :,; , .., ;.:. 6 RO TE REFRI U GERANT PIPWG DOWN . " ' , ` �� ; ; , , , :: � � > .... . ; ::< :; ` ; i � 23 ROUTE 3/4 SMS & SMR UP SEE M205 PLAN FOR CONTIN ATI N . ; ; : . < . ; : ; ; € RETURN °; . .: ` • � O , U O > ; __ . : :, SZ. > . ; .... > : : ;; _ : :: : <.:; 7 ROUTE 2 2-1J2 SMS & SMR 1 -1l4 HWS � HWR AND 1 RFS & RFR DOWN . ' ' < ; � SUPPLY > > ; � � ` SF � O � ) ° 24 ROUTE 3/4" SMS & SMR UP & DOWN . > : ' ;, , ; ' € � ; , ; ; � ( � � `; O ; ; : .: :. > I :. :: DUCT UP. � , ;� .; f�... _ _ i ; ,,:::a � � :. ': SM , 19 1 ; ; C - 1 I ;; 4 � " : , ; : ; , ; _ ,; ' ; . , ; ., � . 20 ' p ; : : : N ' . :;: < <:: ,. . : ' _ ... : :. : ; � ESIGN ARCH/TECT INTER/ORS �� I .�- .......: I I _: : 0 ... � : .,, ... ......... . .. O � . ; , ,. _ .. CONNE T 2 2-1 2 ,. ! : . � : , , I . . ., _ , :.: ; � ; 16 I :: :. . ,. < : , , i .. . :: < � � : : � � '; : ; ,. :'' :: :, :: � 8 CO / SMS 8� SMR � (1 ) 3/4 SMS 8� SMR TO DEDICATED SNOW MELT BOILERS, 2 _ ; ; ;, 9 25 : , :: ; ; I < :: ;:; ,: . ; ; , >.. CONNECT 1 1 /2 SMS & SMR TO SNOWMELT MANIFOLDS. COORDINATE LOCAT €: > ION OF ,,, .<:,,.< � ,. ,: : SM-8 1\�IANIFOLD ,, .: :; . ___ ..,. . a ;: , . :; _: : : < I O „ � FR/TZLEN PlERCE ARCHITECTS TORCH/A ASSOC/A O _. ,1 ;: ...:.: , , : i 2(�XT�` ; r : s � < < ' ;: TES, INC. HWS 8� HWR RF : _ , , . & 3 S & RFR TO DOMESTIC BOILER SYSTEM IN MECHANICAL ROOM, SEE .. _,... _ ` : ` `: ; ' : . ___.. : -, 8 , `: , 1 (. . . I_ r-, ... � ,:..�. .. . /..-t', . .. .. . . . . . . . .... . , . _ . � : � SNOMELT MANIFOLDS WITH ARCHITECT AND STRU '�. . _. ._. __ I < .. _ . . .__ : :. .. , :. > i �� - I . CTURAL ENGINEER. ROUTE 2 SMS & SMR . , . ., , . . _ , . .,,.; , : . . , .,. ERVI �V ,; ; ..... _ , ; . ,, . .. ... .. . > . . . , . . . S G SNOWMELT :: , :: . ._ , .: :: .:;: ;: , : , , ... < ; : � . .. _.a 1650 E. Vaii Valle Dr. C 1 750 N . Orleans St. ; JI�� r ; : , ;: - ; .: : > , �,.. ,; ;,,, _. _. ,� ... . .,--»-�:_ ... . . .... .. . . ...` ..II�',�I' I...... ..,._.. Y , DOMEST _ ` ,...... . IC BOILER & SNOW MELT BOILER PIPING DIAGRAM. �. —. :—I.... . , I < ; _... . ; :: ; � � _ ,...IV.,,�l _, ..IV,,,�yl ...,:, ... . _. ;::.. ,: .: ':: `:::, 7 P .\ / P .\ . ::..:::IV.�'`�. . ....:::�..A`�f l .... ::l ,: .; , . . PIPES DOWN . 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TO PR VIDE < _ � "' � R�LOCATE (2) EXISTW� H H i O : � , GARAGE ROOF € ° �. , ; 9th Floor Suite 204A, PO Box 8009 11 CONNECT 1 -1 /2" SMS & SMR TO SM-1 MRNIFOLD AND 1 -1 /4" SMS & SMR TO SM-5 MANIFOLD 29 �� " .�: : WAT��t 'fREATMEf�� O ROUTE 2 SMS 8� SMR TO E BILLYS DECK SNOW MELT MANIFOLD, DEMO E BILLYS DECK ' ' : ' � � ) I 1 O { � OPENING FOR : � ' -- '° ` " ` GF GF e e ::. Chicago, IL 60661 Avon, Co 81620 : .: ° .: : : AND ROUTE SMS & SMR PIPES DOWN . ' : ' ' ; < ' ; ' < `< T�4�1KS �'O NEV1� '` : � ., , , SNOWMELT SYSTEM & (E} ELECTRICAL BOILERS. RECONNECT ALL CONTROLS TO THE NEW cn , ; , � - - -- CHILLER : RETURN ,; ;; ' s € < < : . `,.. ... . . .... . LOCATION .. ;: 1 2 ! ...._ ... .. . __ .. 312-454-9100 970-748-0711 ; ; , ,. SNOWMELT BOILER SYSTEM. tn ; r '; ; ;; ; ; , ,,,,... _ www.e stein-isi .com 12 PROVIDE 4" 0 EXHAUST, INSULATED WITH 2" GT THERMAL WRAP BLANKETS, VERIFY WRAP DISCHARGE, RE : ? , ; ,, :, : ;; ; ; ��F EF ' : I P , .:.. _ .. .... :: ,., ..,.:, ; ; -:. : : � O ARCHITECTURAL SUPP �: _ _ . . :<. ... E .: THICKNESS WITH INSULATION MANUFACTURER ACCORDING TO DESIRED SURFACE _ EF , , , - I � : � . : ; 30 RACK PUMPS P 1 THRU P-12 IN THE MECHANICAL ROOM , VERIFY SPACE REQUIREMENTS � ` '' �� TEMPERATURE, PROVIDE MIN 9" CLEARANCES FROM COMBUSTIBLES AND 2" CLEARANCE O AND STRUCTURAL ! � � : < `, I < ` > - ' � > k M/E/P & ENG/NEER ClVIL ENGINEER _ PRIOR WORK. PLANS ; _ � ( , ., ,,,, , AEC ALP/NE ENGINEER/NG, lNC ; , ; FROM NON COMBUSTIBLES. SM 9 MANI LD � ; I ' � i � � ` � ; ,, O Box 84$9 34510 H i hwa 6 � , ` SERVING NOW MELT I i ; ; � � " , , . . I P 9 Y ; , , EXTEND 80x40 EX ; , 31 HAUST SHAFT FROM THE GARAGE 10 ABOVE THE GRADE AND 10 AWAY > ; : . .... .... . . . :... . ... . .. ... .. . ... . _........ �......... . .. .. : , ; . , , : : ; , - �� , . . . . ; __.._ ,::..::::::::,,:,,,::..: . .:. :.I > > ; _ 40801 US 6 & 24 Ste 214 Urnt A-9 PO BOX 97 O , . . . :: < 'i::; i > � :: , ..... . . . ...; , , 13 4 INSULATED EXHAUST UP TO THE SHAFT ABOVE . COORDINATE STACK RISER WITH ....,_ .. Z9NE �. : . _ I II Avon, Co 81620 Edwards, Co 81632 :< , ,; ARCHITECT. PROVIDE A WALL THIMBLE PER MANUFACTURER'S RECOMMENDATION TO (2 LOOPS OTAtJ 3� _ _ _ _ - EVERY COMBUSTIBLE WALL PENETRATION . � i3 � I i ; 970 748 8520 970 926 3373 32 ROUTE 12x8 EXHAUST DUCT DOWN UP UP TRHU THE ROOF. TERMWATE WITH A GOOSE � �� o - : � ; : �� : � : _ ; NECK. SEE M201 PARTIAL MALL LEVEL HVAC PLAN FOR CONTINUATION . ;I ; ;,; i _ � � _ ' ' - - - -° - 14 MOUNT CM-1 SENSOR IN EASTERN PART OF THE GARA E HERE H WN F � 15 � � �-° -• LANDSCAPEARCHITECT FIREPROTECT/ON O .., ..._ G , S O OR REFERENCE O 3 „ _ � . ..... . . _.... .....;, /a ; : °' , ; _ ., , SONESMAC BFPE snns ; . . _.... ... .. .. .: ... _ _ � , ;... NLY. O ' , " , ; ' " I ;. ; ' . ' ; .. 3 3 I N S T A L L S F-6 P E R M A N U F A C T U R E R S R E C O M M E N D A T I O N M I N_ 2 4 A B O V E S N O W L E V E L ��R i , I P.O. Box 115 P.O. Box 1068 , , , CONNECT DISCHARGE TO 20x12 SUPPLY D U CTW OR K A N D R O U T E T H E D U C T U P. P R O V I D E ` ' ' ` : <;: I : ' ' : :: _ __ _._____ I � _ _ ; ; " ` � � Avon, Co 81620 Westminster, Co 80036 - -_ . -- __-- _ . _ _-_ 15 ROUTE 3/4" SMS & SMR TO MECHANICAL ROOM. FIRE RATED INSULATION ON THE DUCTWORK. FOR SEQUENCE OF OPERATION OF THIS SF-5 970-949-6490 303-426-0342 SEE M100. INTERLOCK SF-5 WITH BUILDING FIRE PROTECTION ALARM SYSTEM. PROVIDE 16x8 PARTIAL EXISTI N G GARAG E LEVE L PARTIAL 1 ST LEVE L PARTIAL M EC HAN I AL R 16 MOUNT WALL CAP MIN 3' AWAY FROM ANY AIR INTAKE TO THE BUILDING. SUPPLY GRILLE ON EACH LANDING PROVIDING 500 CFM AT EACH LEVEL. C OO M P LAN 17 ROUTE 3/4" SMS & SMR TO SM-9 IN EAST CORNER OF THE EXISTING GARAGE, SEE PARTIAL SCALE: 1 /8" = 1 '0" EXISTING GARAGE LEVEL EPS VENT 8� PIPING PLAN FOR CONTINUATION . E PS � E N T � P I P I N G P LAN M E C HAN I CAL P LAN SCALE: 1 /8" = 1 '0" ' SCALE: 1 /8" = 1 '0" . ,... _ ....: , _... _ , ,..... .:..: ,......... .,, . ; ''; , . ; , , ::,. , : ; , ; ; ; : ; • : : .. . _.., < : . ; , ; ; , , .....,. > , .. . .. .. ; _ , ; <, , , _ ; ; ,. ; . . ; , , ,,,; ; ' ;' ;; ; ': , ;. , , : ... .:.;.: ; . ,;. ..:..:; ,: ; ; . ...,.. . ' ' ` . . .. f ,;> �: , - , ,.. � � ., ... ,,,.. ... `..<:.:......... ....:.::.:.::.... . ; . ; < "_: ..... ... . .... . .....,.,.,.,... 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J I f SM 17 MA 1 ;: G . I�. FOLD , . , : < ; ; < > ' ' < ; > : , � � : , ; < ; < : : : < : ; ; ': ETURN < , � 1 ._ , �� '7 ,. ... n � �� ;` ; : : ; : < ; < , 3 .,, > > > : :RM- 5:: A cn t� „ I _ 3 ; I�ll NIFOL[3 :. 2 ; :. SERVING &I�tO�IVMELT ; .. ; :: SM MAN ; < / < : : . . ; : : �!. , ° °.> .> 16 f� >: : • , ` : ; s 23 '� IFOLD , 23 4 > ;. �2 . ' , ,:. ,.,_ ; � : .: :: , ; : q f : ,_;�; ' , O > . , . ... .. .s,,...,: O `,, : ERVI ` � : „ .:. ; : : !;�-----�SMR ' : ,.., ,, ... , . < : , , : _ T .��IJPPLY : ZON� 17 ; , : < ;: , _. : .. °' : SERyING SNOWMEL7 SM 5 MANIFOLD <_; ;: ; , S �VG„ RADIAf� , , �;; ; : 7/'� > .- �� .., , . . _.. , > , , ,.: . <:.. , , > ; : : ; ; ; ; . ,. _.: ;, : . ' ; ; 2� :. ; ;, ; � : : '; : ' — , �t . , . s . . . _. .,.:.. . '' €VN� 11'Q E.! E3yt i .. . ....... ....... : . . . . SMS ..... . ... : _ _.. , ; : , : : SMR _:.:,,. 6 LOOPS T: TAL ; : _::: ;. . : ! . ; > , < € , : : S RVING SNOWM 4 T , - � I _ O _.. .. . ._ . , _ , . , _.. C� < . , . ZONE 1 E E � . �.. SMS ' _.. 3 _ � ) .: .. . _ > .: �� . . - .: :. :. . : : . ::::::, i ....... ... . __.: . v .: . iin. ..... ..........i : i .:.... . ::... :...: . [ .. .:::: .....:..: .: �: : ._ ..:::::. .. . . .::::. . .::o::. . .r. . .:. i ... .::. . . :. .:..: . . .. . . . . .. . . ��Y ' � : "- � i . ' . i . . . . . _ ... .::.... .:::. ...:::::.. . :. I. ._ .. . . . . ..._ _ ... . ...... .. . . .. __ ._ _ . ... . .... .._ .:...._. .:v. .ii.a.. i :. .... ...... ._.-. .. ....._.. ...: . ... .. .:v::� � �:: ' . . ..... . .. .::.: �. ::::::. . . : .::.—: ! . ..... ; :: .: :: :: -. . . .... . - _::_ . . . ... � :' :.:..:: . .:::� �: .n.. . ..:. . .. . ... .:::: : ..: ... .:.::.:: . � ._._ ...... .:: :: .. . .... , ., :; ,. : ., ., . , , .:..,.. . _ _ _ , . . ; :x> H .... .:. .. .... . .....:: ,,,,. . . .. , : : ..:.. . . WR . , ,.... . .. ....: _ , : : : ......... . ... .. . .. . .. .. ; ;::. ,, . .. M . <. : ; ; : , , > ; , ,,,... ;: ��. LOOPS �F£3�FAL� , __ g ,,,. S ;:;: - ; < � 25 ; ; ( 90 LOQPS Tfli'�t�j ZOf�� 5 �: : HWS : � : ; ; ; , <� . ;; :; .. .. . .... :...... ::.,.,..:: . .; _ 10 . ; _ _._ . . , ,C :: ; . ,. ;. , ,. : ..:..: < . . . .. . , , � � : ,.,,. .. . . ::, : .,. ., ..,:: ,.....», .» .., ... , . , _ . : <:_ : ;:. :.;. ,.: ,.... ;::. .,:. < , 17 , _ . . _ . . � ,. . .:: .,.:: _... . . .. .. .. 6 LOOPS TOTAL RFR RFS _ . _ . . , _ . . _ . .. _ , . ,. . , , . , _ . ,... . _ _ _. ... . , . _. ,,., .... .... .. . ... . . . ; ,.,,:.. . , . : �. ; , ... , __ . ,, : : : , : : : , , : . . :, » ,. RM —�-..:: � : , ' ; ............. . .... , . < . , . . , . , ..::: , . .. : , _ , . ,, __._ � .. . . . . . .... ........... ....... .. . . .. . ... .. . .. e _ . _ _ . . _ ,...,.. . . . _ _ . . . .. ... . . _ . . . , ____ __..... : . _ _ _ _ _ . . .: . . . . , . . . . . . _ _ , . . . _. _. ,.,,.),,,.., � . _.... .... . ... .. ... __ _.. . .. . .. _ . . .. . ._ — . . _ , , , � ..... . . . . ....: . ,. . ...._ , ......:... . .. , .. _ _ _ _..... .....—. — ....— . ........ _..._.._ ...:. , , _ ,....�....,. ..._..... ... _. . . . .. . ... . . : . . . . _. . . . . . ...... .. _ _ . :,..:..::- >. _. _ , ;: ,; :.. , : , :.:,.. ..... .. .:.. , . .; .. ... . , . . , , ..... ._ . .. . . .. .. .. . .. . . . . ..:._ . . ,. .........................:,,, ; � � � .�. , _ . _ . . ... . ; . . .. .. .. .: RS?'� .. .... . . . ,. ....... ......... ,..,,.. . ,....., . _ _...... _ _ .. ..... .. . . . . ..... . . .. . . . : ,. .... ; ,. , . _. ..... . ... :. ,, ,. ...,, .., . . .. _ ___.. . . .,,... . . �� . . . � : �'rr :� : . . . . . .... . . .. ..... . . - � _ . . .. .: . : - „ , ., .... -:.,. -.:. � �� : `: . . . . . , . , .,...,,. .:....:... . ... ..... . _ ..,.... .... . ._...._. ... . . . i , . .................. .,.... ......... . . ........ .......T.. . ... ... . . . . ... ... , a . . . ........ .. . . . ..._. .............. . . .._.. ... . . . . . _ �° . . . �. _ . . ..._.... .,.....,. . ... . . . .. . . ...._ � . . . . . . . „ . . ,,,,,. ..,...... .: ., . .,.... ..._.....,......... . . . .. . _. � ..K�6 . . . . . . . . . . __ . � .. . . � . . . . . . . . .. . . .: :......_. . ......... ... .. . ...... .......... . .......... . . .... _...... . . . . . . . ... . ..,....... . .. . ........... . ... . ... .... . . ... .... ......... . . , ...... . _.... ._ . . . . . . . _ . .....__. . . ............. .. .............. . .. ....�.�.�.� . ... . . � � .. ....., ... ., . ,.. . . .....,, . . . .. . .. . . ... . .... . "}`�� : . . ..� . . . . . . . . . . ....... ......... ... .. ........._ . . . :...:... .. ......._...._. . � ........ . . � ......... . ... ..... . . . .. _.. . �..:. .. . ............ .. ...... .... . .. .,. . ... ., . -. , .., ,,,,; . .. � � � i ,-:" ��,.. . ::...�, . . . . . .: : . , . . .. . . . . . ....�� . ... ..... . .........._. .: . ...._...... .... ..... .. . ... . :- ' ::.-.::: _....... ..-:: �::::L................ . .. . ........ �:. i�r,.., . . . . ..... . . . . . . . . . . . . . ...... � ......... .... . ......... . . . ... . . . ......:... ... . . .......... . .......... . .. . �. .......... .. ... i.7J . .. . . : . . ..... .......... .............. ..... ........... ....... ._ _ .., . . . .. , . . . . , , . . . . . . .._... . . ... . ........ ... . . ............... . .. . . .. . . . . ,.. , ,....., . ,... ... ....: .. . . . . ...... . ....._. . . . ......: .. .......... .. .. ... . .. . , . . . . . . . .. . . , -, , . . . , . . ... .... ......... .... ...__....... ....._.. ......_ _._ . .... .... .. .... ..... ......... .... . .......... . ..._ . .. . . . . .. ....... ' : ; . .. ,. . " ... �r'TI. ............ .... . . ,,. ..... , . . _. . _ ............. .. ...._........ _ __..... ,. , , ., > :,.. . ... ,.. . .: . . ,,. ,. _ _ _ _.... _...... __ _ , ,.. .. . .. . , . , ,. ___ ..._..... , ,...... ,,.., .., .. , � }y .. .. . . .. ....... . . . . ........ ,:. : `7� : , �iVl . .................. . . . _ . .. .. _ - biV� „ ,. ' ' ,�. . .. .. u. . _.: C `k.l._ •:. , . , .. ; . : M ;:.; :: � }� ,... > : ��:...l.. >. ,...., . ...::.. ; 5 _ .. . ..,, . ,,: ::. . ..: . . ........ . .... .... ,� 3s ' < ,.::::: , ; : ...... ... , ,..,,,,. ,.,,::,: , , .,,., . . .. ... .,,.,,. ..: -.l'' __. _.._ . , � , ,. _ ,:, .. . . _� ;� . . ";: � :: . ;:::.::.� . � , :: . .: _ , „...., .. ,,,,. � � ..._ . �: � _` : ................: . „ ..: ...,_,,, -.J'' .:.. � ,: ,:..1 _ : < , ; ;' : 24 : ; , : ; , .:. 11 € �- SM 7 MANIFOLD :. ; ; , , : : 3 : . 2 ; ; ., , _ ,...... : , . ; - € € — — : = INTERL K I - 2g ; . � ;� : �: � , : .. : . «�. :..._ . ,_. <: O OC W/ SF & .:: � .. 1 . � 10 , : .: , •. SEVI-3 MANIF LD ' � 0 . ... < O ; � : . ,.,..: . . :....._ 1.'t. . ... ... .... ..,.._ ., ..... <. > > � . SM-4 MANIFOLD > SERVING SNOWMELT > . . : . =— � f O , , < > . ..... ; , .:.. ,, °. C . . . _ ; .:.: � : : _ . : : ,..,.. ,.. .. SM ;, .. .. .. ... . . . ... :...... .,, .. : ; ; EF IN BOTH , SM-2 MANIFOLD . , ; .; _ . ; ; : : ` [ _ : . ................... .. ...... . . . ...G `' 21 1 . . . .. _ :: __ .. .; ; < , ,, .... . .:. � - 170-� SM SM SERVING SNOWMELT S=RVING SNOWMELT:. ,', .:: ,�,,, 7� S ` € ZONE 7 ' ; `.: - � ; .. ,.._. _ _ <.: : GARA ; < ;. .. : ,: > ` .: ; ,, :, ,�..�� ;.... ,. : . ,. \ ,. 5 >; :�; ;,,:, .. ` .:::., A A 26 : . 170Q R , � : G��;;; : .;, � � 7 ZF�NE 3 SERVING Sf�IOWMELT �.. � e C : ; : ; �4 ZONE 4 < : : : : . : .. > ' ; .:. � ; ,.... • .:.. '# 7�-� :: 24x� '_` 24x4` � 3 LOOPS TOTAL � e �"'� �""'�► : _ �: 32x20 ' � ;. € - ,.._. ,: , •.,.... � ) : . . . . : . . . A I , , . , ; ZONE 2 _ ` , , . . , .�" < � � 1 �X'�'0 RETUF' � , ,,. _,. ,. 1 2 _ : 0 LOOPS TOTAL ; <' > : ,. ., (10 LOOPS TOTAL) ; r , . -;;,...:, : ,, / � � ``.. .. ,.... ; ; ; : ; _ .� 1 . �� " ,. ; ; , �'� : , . .. .. _. -. . .... . . .... ........ . . ....... . . . ....... ; . . . _ 1 . ,,. . , _ , . ._. ... Q.I��. .P . 1. . . ... ... Q � .QT,A� ....... .... . ... . . ,,.; . .... ... . .:. .. . . ...... . . . � ..... . .. ...... ........ _ . _. . .. .. _ ...... _ ; ; ....... .. � ; � , , .:. . , : .: .. ; F� DUCT DG. V1� N ; : , ;; _,:... , .,. ; , ,; _::: : , ; ` ' ... .. :.. . . . ..... ° ;,... ;.. . _....._ _... ,.,.,.. , . ...... ... . .. .: ,. . : .. : ;....., . <.. .. .. .. __ _...... ; . ... ,,..,.::.: „ . ; . ..... .:. ...... .. _ _.. . _.,.,, . . . .:.... .. _ , ,... .... ... __. , , ,.. . .. . , ; ; ; _ .. . _ .._... _ ....... .... . , . <:: . . _ __ _ _ . .. . . _ � ,,....., _..: ..:.._ , , . , ». ,,.. ,,,,,, « « « _. . _. . - . ° . .. ,<. ' . - 20x1 RET RN __. _ . ._. ,, _ ' ; < 0 U ; . .... . . .... . ..... . .......,<,. , ,... .. � ; ; , „ .:..., ` '�{�3 :; � ; , : .� : : ; : , ' ...... ` :: > �# 40x'42 ::PLEI�] U;M DUCT DOWN ..... . . . ......... . : ; '< ; > � ; � < ; - 0. R ISIO S ISSUA CES DATE ` _ ;' > — — ; . , , , ;; .... �.. • ; Sa � �A L — — — — — —�. — — � — — � —� - � — — — — — `— — � � — —� — — — : — — — —> — — —� � < .-• : , .... . � 3 . . ; . , >.:; ; 24 '12.,:` <! �3C?� ; .: : ; _ ;; <.,., •... ` , , .. ; , N Ev N N ; ,,: »....... .» ,....,. , . , , ., :,. .... . , �'�D SF � � `: ; ` _. . � r : : � � . : : � .: � � : .. . . ..... . . , : : ; I . . . _ I SZ ; ;: , ::... ' NON OP,.ERABLE , _. �� ; > : ( ::.. ; ; , ,. � . • < : , , � e : :, . . , , , , . , , . . ,. ,.. . ......... . . ... , ; ; < ; ; �OW ' ` ' , , . . . ,. :. � .. ... . ; /r < ' . WIN ( I = < , ; € - > : ,, . :, >: > ; .: . - .: . , , . , , . . , , . , , . - ; . ..,> < ,., _ .. . , ; ......... . ... <. � -�. . _� ,, ,; . _ . , > , . ; _...._ .. .. . 1 _ . . :. ; ; . . . , , < : ; I 't820 SF - ,. , ' ., ,. .:. , .............. . SZ : : _ ,: .. ... .......... _ � -< ..:... .. .::. < ` . : . .......:....:..... .. . . . , : ; ,: ... . : ,:; . .. «.., . . ;;. ; :. . I , . ,, . ; " : '> ; .. -- �; _ ; , , _ , .., . , . . . , . . ; : _ ,: .. >,; 17 ; ; = ; ; >... : , > : € ; . . ` `': >, ; _ , . ,... `: ; � ' ,; : I :.., > � ' _:., : , .. ..: . .. ............... ,;. ,.... I „ ,, ; � , .. . . .... : : ,,.:.. ,, . ; _. ....._ < 980 SF SZ ; ; °, , < ; : > ,.._ , , > , , < , . ; : - _ 24x , �� , , � � < . . . - 4 ; , _ : ; , ; _ ..,.. , _ . : , . , . .. �. ' . . , y . , � ..: � .... ,,,,.,. , . . . ..,.,.., �— . p� ': , 7 SZ „ _ _ � ' ::. '�i ; II e I II �� ..... .. . _ I ,: .. . _ I I : . . : � . SZ , ' 4 `' : : 490 SF ' , e = f� 2 < ; : ; ; . ; ' : . ; ,: I i. ; , , . . ,., � : : ; > ; , . , ; 1650 SF ` ; _ » ,. _ � ' I I ' 165(1 SF , I I ; <I560 SF : ; ',< ` € `.; ': - 17 - .. . .. . .. . I ` < : <. : < ; OS < . :... � ' < ;:, °':: > , < ; , : > . _ : , .: _ ... . . .. . . . ... .. . .. . ... .., PER��T 05 02 08 : . , ; ; .. : I : , ; :, : . 0 / / ; .,.. > ,. : >.......... . . . ... x4 , _ ,. _ .: > ,_>... > ; < < , 2 I ,. °,: ` > ; ° .... , :.... , ; ; : ; : �� :::... - >.,... �� :� .. - ..... . .: , , , :: ; - � A 7 REISSUE FOR ; ,,, ` _ >, . , .... , ,..... _... . . ...... . . > � , : ,: ,; _ � .,..... . � : , > , _ � .. .. . ....:: ,.,..., < ,., ..,. ,.. ; .. : •. > ,, ' > ;: � I , ; : � , ; ; I :�.. . ; . ,.., , .. _ .. :........ : , <: ;, > ; > ; ; �'4 : .. ; : , ; 6 ISSUED FOR BULLETIN 06 � 04/16/OS f : ;, : ,: : : : . . . . . . . . , . . . : , . . - , , _ _ . . , .. : _ . . . 1 : . . . - . ... . .. . . _: . : . . . . . , ... . ... « « _ . . : . . - . . . ,. . .. , : I , ;, : , . ; . _ . : _ : ; ; . i : � < ; ; . , ' -,-.. , ,; � . : , 5 RE - ISSUE FOR PER�IIT �9 03/ 12/08 < I � : - - < I I : I f : ; f : :, � : ,. S : _ _ ;.. , . .. .. .. . _ _ _ . .... . .. . . . . . SZ � .... , . _. .. . . .. _ _ . . . ... ... _ . _ _ . . .. . . _ . � � I � . _ . ; _ _ _ __ . _ _ _ ; , ... . .._ . . .. . . : : . . . . ... :. . . __ ....._.. . . _ . . _ ... _ __ , ; � _ _ . . . . �- TC� SM 1 THRU SM 1 �i ; > : ; : 1 ; .... - ., .. ; � : : : ; , , ; : ; � ; —".....�-� — — — —� , ' _ � .. � . . . . , , , � � � _. . , . . .. , , , , _ ; ; . , . .__ . . . . : ; , , . . , _ . _ <._ .... , , . . , ._; . . . . . . . . � ..... ; : : ; < ; . : 4 Bull in t et 02 02 2 08 . .: . . . , .. ... , / / � 800 SF �: _ � , , .. ._ . € : > ' ..; .:; ; ' ........ .. . ...._ _ .. . ...... .. ... . ... _ .... . .... .. .. . . ;. . .. . , > .. . . � : : . � ; � .; ... , .. . ......_ . .. . ....,. . < : � : _., � 170 S ; ; _,.,... .. ; < < ; ; ..._, ; , . . : < : _ ,.,., »». .. . .......... ....... . . CD s 01 18 08 ,.......... . ....:. ... .. . . .. _..: ,,_ < , < _ __ _ ...:. ,,. ._ . ; ; .: _ .._ ; ,: > > < ; : , ...... ....... ,.. .:, ; , : .;_ , : � . SSUE/BID SET/ 100� I � .... , < : > ; : `�.. .. >... ...... ; � A ... 24x4 ,.;- , ... ' ; € 3 PER IT I , .. < , , < ... _, , . . > .. : . . . ' . : < . , , . . , . , : < < .,........ , . . ; > . ; . > . . . , , , . I ,< , ; : � �� _ � : : . 1 : : : , . � : , II : . : : ,, : _ .. _ .. ... . .. . . . : . . . . , . . . . , . : , , . « 170-S < , , ; , _ , ,. , < ; > < , : , ; ;: - _ ._ : _ ;; ': , . . , . ... ,, , . , q 2 PEC/DRB 12/ 18/07 I I , , . < ..... . _._. ... ��_.._ . .. ...... ...... ... . : .. , , ; , , ; , . : . . . . : , .. ; > � . , . .... ,,, 24 . . . . . : : .. .: . : ;••' ; : , . . , , . . . , , , . , I _ _ , < . . . „ ; , . . , 1 „ . . , x4 < > ; : €:I ;; ` , ; , . , , ; > , , I ; : s i ; : ; ; ; � ' € , I ` < > < : ., .. 100% D S P T P 1 1 7 , ; :; , = 1 > _ . < < : : , < > -, :. < . . . : . ELO I�EN G�I 0 0 0 , . . 1 . . I . . . E D EV , , I . : . .. . , . . . . . , : - ; ,, ; : ,; , ; , „ , ; ; < ; , . , ': : : ' , _ , . / / / ( 17 . .. . _ _ _ , : , . I (l-� � ,.. � I I I R A T < / 0 S 0 S SSU CES DA E . EV N N N � � A / . , , . : I I I - ' ` .:: 24' . :.> 17(1 � I �� : € ` ( � ; ' 1 '. � i. : : ; :i e . . � ' ' . : ! �q � �� , „ ' ; a . ; z � : ; ; : : . ': :. � . � __ , ;. ; .. ::; :. . :: ':: � . . . �. .. . � . , . , :. :: :: :: ; ' i I ': � ; . .. �: � . . . � - � ' : i? '. :: > . . I: . ... �:. -:. :: . :: . , 3 . �„ ,,, . � � ' . � . � ; � :: :: �:: :: :: : G . :: :: _: . . ; :: . :: :: i ' :: : : : 6 : " . .: ; , 170-S � ' A 24 : > ;; ,:: _.... ..., ,:. :. ..< ; : z4 ; ; ; < : : ; ; : : :: < . . , - , : > , : ,. > , ; _ . ; , < , _ __ � , : ; SHE _ : : : < : , . ................... € 24x4 ; .:,: , � ' ; € : ET TITLE ; ! € ; > I ; : > ' , ` - ; <, ` , _ _ . . •, ; , : ' ;' I € ; ` ; € < : '< < > ; : � ' : _ _ . : : II . . : : : . � � � : I _ : :..,., , __ I ::-:;:, . _ : ; _ _ . . . E �CH . SITE P RTI L _ : ; ; - : . .. , . . , . : . : _ : - : ; : ; . , � : : , .,. . , . , ; ;: , : „ . . . . . ; . ; :� : : : . : I : : : : : ! : . .. . : I ; I I I , - - - : ; , . . : : ; ; - : : : , : : : : ; ; : w.. : � . : : _ 1ST LE EL tE ) G R �GE _ . : ; . _ . .. .... � , � � ; ; : . : .. ,, , : , . ; I : - . ... . . . . : . : : ; : . : . . . . ; : ; : . : : � _ � _ _ _ I , . . . , ; .� ..� - . _ . . . . . — —. �- — . — —" �— — —i �. � — : — � — _— — — — — — :: —� � � - — �-� - — — -- —� .. . : . : �� .... .... •... � :: . :: : :.� _ . 3111111111R.... �14/111111M......,ff111111111, . : .. ....._ . .._..... .....��..a�. � ��.. � . ; � . t : � :: :: . �. . . , :: : . , . . .... . . .. . _ ..,. . . . . . � ' ' � : :: : :: �! :: E 'i < � :: i 3 ;i < . . . ...... . ....,.� . . . a t � > ; :- t ; � � �. , . : ��.. "�: . . ........, . _ ` • _: _ ._ ...,,. 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R PL N . _ ... .... � ao � . . _ ... . . . _. . .._ .. . . ... . . :_ . . . . ..._. . . . . _.._ . � _ . ..: . . .. .:...�. . .. _ . . . . . .. .. .. : � _ _ � : .. . . .... .. .. . . ........ . . .. . ! , : _ . .. _ .. .... . . .. . . .. _ . .. .... . . . . . : _ _ _ . . : . , , : . . . ; : _: . : : � _ : . : :. ; . . . .. ... . . . . ... . � . . . . ...... ........ ....._.. . . . .�' . . . . .. . . ... .. . _ . . .. . .. . . _ _ _ _ . .. .. ... _.._.. .. . . . � . _ .�. ��.... . . .. . . _ . . . _ . : ; : . . . . .. . .. ........ .... . .. . . . _ _ _ _ _ _ . . : : .. .. . . . :..:. . . ..... ... . � . .... _ . . . . . . ... _ _..... . .. . .. .�� . . . .. . _ _ . .. . . .��. . . . .. . .. .. . . . . . . ... . .... . .... _ _ . . . . _ . . . . : : � � . .. _ . . � .. _ . ..... . .. . .. . . . . . . .. . . . . . . .. : , : . . : :. : : ; . ... . r ; , :: : .r... _ . ; : � . < : .. , : : ; : , _ : : : .. ::. . :. :. ..�,, . . .,. .. ; , .. ; . ... : < ; , , > ; > : � ,,, :. ,; ,: .. .. .. . ........ . PROJECT GER > ,: . „ ; , : : ...... ,.,.....`- -� _ ,i ::: - :: , :. •,.: ; : » . ; < CARL GERGITS MANA . , . . . . . ---� �i : . . ,.., _ � . ; , . . .::.. _ ..... .. ,;. : . . • � ��..:::;.. �:,::�"�� ;« �...: �"�.��....�. :..�"E.�..>: �<:::. .,. ; , . . . . . , ,...... . .. ., .,. .:. , , .._, .. ... ». . . . «,. ,. �� , :. .» :._ I ... ,, ,,, ,. . �::: � :.: , ;. . ARCH C /EN �N E ; _ ... : . . ; ,,,..::.. A . ......... :: ,.. ; , , , : ,. ...._ ... ... . ...... . _. .. _ �� : � -.:. � : . .... - : ; _ ....... . ; ; EC _ . _ ,. ,::. .. . . . JECT N M ER GENERAL NOTES : .: ; .. _..: .. ...� : : .,.. ;. . . . . _ ; . . ;::: , _ ,. _ : : , : . .. .. . .. ..... . .. ... .. .. . ..._ , : .. . . : 2�z , o � ; ' ; ,, ' ; ...... . . ... . . ... � �8� � , �„ 1 . COORDINATE EXACT LOCATION OF SM MANIFOLDS WITH ARCHITECT, , ; ; : , ; .. ,. _ - € >. . . ; . . SCAIE , 2. PROVIDE FLEXIBLE CONNECTORS TO EACH PIPING PENETRATION THROUGH �Z DRAH►N BY SLAB ON GRADE WHERE SUCH PENETRATIONS OCCUR. �P�O REG�S ' �. �� . T � RPC CHECKED BY 3. PROVIDE FIRE STOPPWG ASSEMBLIES TO EVERY VERTICAL OR HORIZONTAL ' ' ' ; ` ; PENETRATIONS WHERE REQUIRED. RE : ARCHITECTURAL PLANS FOR FIRE ` ' ` . . ;.:. ' ......:. ' ,:.... , , _ .:..... .......,. ,.... V� �� ..... :. , ,: ' ; : Z SHEET NUMBER � �O ' RATED WALL OR CEILING/FLOOR ASSEMBLIES. MATCH FIRE RESISTANCE o M E C H A N I CA L H OT WAT E R I N T E RS T I T IA L L E�/� L P� � P I N � f� LA N : : -� - ---- � - �� . � ;: ' � Q � REQUIREMENTS FOR SUCH ASSEMBLIES. ; , ; ; -a � . � SCALE: 1 /8" = 1 '0" ; , ; _ _ _._. € ' `` / 'A ` .\� , . , ��SSJpNAI. E�G SEAL � 200� A. Epstein and Sons Intemational, Inc. NI rights reseryed.