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Home My WebLink AboutB12-0042-CR1-ELHC Bus Stop Streetscape Improvements_040912 .... . . . r � _ Department o#Community D��elopment 75 South Fron#age Road ��W� �� A��' 7eIV970 409-2�28 www.vailgov.com - peveloprnent Review Coorri9r�ator TRANSMITTon►L FORM Revision 5ubmifitals: 1. "Field Set"of approved plans MUST accompany revisipns. 2. No further inspeciions wi[I be performed until the revisions are approvec�&the permit is re-issued. 3. Fees for re�iewing revisions are$55.b0 per hour(2 hour minimum), and are due upon issuance. ....._.._ .._.--- .. . _...___.....__ _ . ._._ ._...__. .._..__..�_ -_.. _,__.. _.. _..._._._..__..._ .__�._.._. _..... _. . ._.. Perrrait#(s)infarmation applies to: Attention: Re�isions •- Respanse to Carrection Leiter ' B'12-0042 Martin Ha�berle attached copy of correction letter �Defierred 5ubmittal �Other _ ......_._ ._�. - -__-�-�--- Project Street Address: Plaza East Lionshead Circle ' (Nu�riber) (5treet) (Suite#) ._._..._ _.. ....... ._...._.. .._. .._-._w. __...�.._....._ ....._ _.._ ._ ..---._ . _ ... ; Builc�inglComplex�[ame: ; Description 1 List of Char�ges: .._._......__-.---._._.._�...__--�_�.__.....---...____.___....._._.___�.__.�__._....�.._�' concrete ramp details ' Contractor Information ` code notafiion ' ` B�siness Narne: �&B EXCBVatll�g � B�siness A@dress: Po boX 1729 ��, �dwards ��a��: CO Z�p: 5�632 � ; Contact Name: �a� Matarese ' Contact Phane: 970-328-1734 (use additional sheet if necessary) , ,.. _. �,.:,,_„ ,.,�._ ... rmatarese@bbexcavating.com - �-:°. . ---- -=°_ ----- -- . . Contact E-Mail: IRe�ised ADDI�iONAL Valuations(Labor 8� Materials) , , � Q�O NOT incl�de original valuation) I hereby acknowledge that I ha�e read this application,fil�ed out a in full the information required,cvmpleted an accurate plot plan, ' 8uilding: $ and state that all the informatior�as required is oorrect. I agree to ; a , ' comply wi#h the information a�d plot pian,to comply with al[Town Plumbing: $ ordinances a�d state laws, and to build tt�is structure according Q ' � to the town's zoning and subdi�ision codes, design review ap- ` Electrical: � ' proved, International Building and Residen#ia[Cades and o#her 0 ' ordinanr,�s nf the Town applicab]e there�� lechanical: $ � X '" ,' � �'Fotal: � � Own�`IOwner's Rep`resentative Signature{Required} `Applicant lnfore�atior� '_.__... . _...... .. , ..�... _..... _. .._._._ _ . ....._. _._.. _ �_.___. ._._._.: Applicant�Jame: Matt W�dey IDafie Received: - °� : � � - ',Applicant�hone: 970-926-3373 Received '�pp�scant�-Mai3: Wadey@alpineci�il.com TO WN QF VA��. BY Lynne Campbell at 9:37 am,Apr 11,2012 k'or flfTice T1se Only: Fee Paid: Received From: Cash Check# CC: Visa/�IC Last 4 CC# exp.date: Auth# O 1-Oct-11 Received �� r�!� By Lynne Campbell at 9:38 am,Apr 11, 2012 East Lionshead Circle Bus Stop Streetscape Improvements Project Permit Application # B12-0042 06 April 2012 Mr. Martin Haeberle Mr. Tom Kassmel Chief Building Official Town Engineer Department of Community Development Town of Vail Public Works 5 South Frontage Road 1309 Elkhorn Drive Vail, Colorado 81657 Vail, CO 81657 Chief Mike McGee, Deputy Chief& Mr. Warren Campbell Chief Mike Vaughan, Fire Marshall Chief of Planning Town of Vail Fire Department Department of Community Development 42 W. Meadow Drive 5 South Frontage Road Vail, CO 81657 Vail, Colorado 81657 Dear Sirs Please find below our responses to�rour Public Works & Building Department Comments, received via email on March 26th and April 3� respectively. Our response is indicated in italics. Drawings changes are clouded as#4—change order 1. Public Works Comments Civil Comments EMP C003 1. Is this supposed to be similar to a CDOT TY 1A? Double check detail. Not sure why the wings are detailed when they are at the same grade as the throat This is a CDOT Type 1 a ramp. The curb taper has been removed from the detail, so that the wing panels can function as detailed. EMP/CHP C011 1. place 6" concrete boarder around all 4 sides of detectable warning well The concrete boarder has been added around all 4 sides of detectable warning wells 2. snowmelt tubing should be integral in the concrete or below the concrete The snowmelt tubing has been placed in the concrete. 3. extend detectable warning well across entire throat of ramp The ramp is a CDOT Type 1a ramp and has been revised. 4. not necessary to infrared seams with a T-top The infrared note has been removed. Building Department Comments Landscape Comments Received �� By Lynne Campbell at 9:39 am, Apr 11, 2012 EMP L102 1. Show boarding and alighting areas 804 ADAAAG See attached ADA access memo Architectural Comments G-01 1. & 2. Indicate codes designed to and include Title II. The applicable codes are now indicated and clouded A-200 1. Distance measure - wall cap to finish grade. The distance is now listed on the elevation. 2. Distance measure - wall cap to finish grade. The distance is now listed on the elevation. 3. &4. If bus signs are provided they must comply with 804 ADAAG General note#3 has been added& clouded to sheet A-200— "Bus signage, if provided in the future, shall comply with ADAAG signage requirements." A-601 1. & 2. Provide accessible seating per section 1109.10 IBC and 903 ANSI General note#3 has been added& clouded to sheet A-601 — "Refer to Shelter Plan, sheet A- 100, for area of accessible seating with backrest/wall. Sheet A-100 notes (w/cloud) and outlines area of accessible seating with backrest. Structural Comments EMP S-001 1. Ground Snow load 145 The plan has been revised 2. Roof pitches more than 4/ 12 Roof snow load 80 psf less than 4/12 100 psf The plan has been revised 3. Special Inspection The plan has been revised 4. Wrong code Revise The plan has been revised 5. Include special inspection criteria per section 1704.1.1 IBC The plan has been revised EMP S-002 1. Speciallnspection The plan has been revised 2. Provide The final soils report will be provided by the Town of Vail Public Works Dept. (Todd Oppenheimer) � . SHEET IN�EX �,�� . GENERAL .� � coveR coo� _ ��6�j� t . GENERAL NOTES C002 •��4,�� OFC� CIVIL � �� EAST MALL PLAZA - EXISTING CONDITIONS EMP C001 EI�G9NEE�IfJ� IN�. �� DEMOLITION PLAN EMP C002 GRADING PLAN EMP C003 - C005 r, I � � ��I ='��'ti I�.k�f I I r+`ti I� L� _r�� I � SITE LAYOUT PLAN EMP C006 � A P R I L 6 2 012 STORM SEWER PLAN EMP C007 DEPT.OF PUBLIC WORKS � STORM SEWER PROFILES EMP C008 1309 ELKHORN DRIVE VAIL,CO 81632 UTILITY PLAN EMP C009 t:970.479.2158 UTILITY PROFILES EMP C010 ENGINEER 34510 U.S.6 UNIT A-9 TOWN O F VA I L DETAILS EMP/CHP C011 - C012 EDWARDS,CO 81632 t:970.926.3373 E AG L E CO U NTY, CO LO RA�O DETAILS (snowmelt building & stairs) EMP/CHP C012a ARCHITECT PO BOX 8258 HARDSCAPE PENETRATION PLAN EMP C013 BRECKENRIDGE,CO 80424 t:970.453.5878 CONCERT HALL PLAZA V I�I � I M A P EXISTING CONDITIONS CHP C001 3507 RINGSBY CT, STE 117 DENVER,CO 80216 DEMOLITION PLAN CHP C002 t:303.292.3388 ERSTA'�E �� DEMOLITION PLAN (snowmelt building & stairs) CHP C002a ENGINEER 110 E.BEAVER CRK BLVD. STE 202 R�Ap GRADING PLAN CHP C003 A 9��N949 81082� RpNTP`GE GRADING PLAN (snowmelt building & stairs) CHP C003a �`-1 F �- -�-�-----�_e__ _ _ ---------- --- - - -- -—� ,- ENGINEER 1169 HILLTOP PKWY S� --�e. ( � SITE LAYOUT PLAN CHP C004 STE 206A 9 � STORM SEWER PLAN CHP C005 S 970 846.A��CO 80487 !� i � �� i STORM SEWER PLAN (snowmelt building & stairs) CHP C005a DESIGNER CONSULTING&ENG � � UTILITY PLAN CHP C006 MIOLLS,WY 182644 � � UTILITY PLAN (snowmelt building & stairs) CHP C006a t:307.315.8054 � � HARDSCAPE PENETRATION PLAN CHP C007 � � LIONSHEAD PARKING � ' I, STRUCTURE �B ; LANDSCAPE ° oZS � EAST MALL PLAZA _e��___ � � _______-e— �� EXISTING VEGETATION AND TREE PRESERVATION PLAN EMP L100 � � � ��- '— �-� � ------ -------- LAYOUT AND MATERIALS PLAN EMP L101 0 C� Q cB f- ___ ,\ - -�-6----a_ J ------- � �--- WELCOME CENTEF�. �^ U � \ LANDSCAPING PLAN EMP L102 V J � .�+ ��-- � � - — _� CONCERT HALL PLAZA N � � O ��-- � _ --- - - 1 � - � EXISTING VEGETATION AND TREE PRESERVATION PLAN CHP L200 � � O � � °, � ,- r �e � � � �,��r � � ��. ..�,� '� _ `� � �O � '�� LAYOUT AND MATERIALS PLAN CHP L201 � � � '� � `� �-1 � f � LANDSCAPING PLAN CHP L202 V }� > , . . _ , _ - � . F � A� VI L A - ', �_ � -- �__�--��-n__�_�_._�� 4, L � 8 , 'f � CHP BOILER ENCLOSURE AND LANDSCAPE PLAN CHP L203 ' N = �� 1 I . ;O ;` ._ �� U C� � CCf '; � � " � �4% � �� i_, SITE DETAILS L300 - L302 � � �-� � � ^, ,..�, i o � � LANDSCAPE DETAILS L303 � W � ....., ��, � � i � � 0 : � �` - � _� �. � �� _ o ; __-�_ ��_ � � �,� o �--------__.,, ; - , � �� ARCH I TECT � Z � � i , �,,_ � � ��1�IALL �Z � ,___�� , � .�s _ �� GENERAL INFORMATION G-01 � ♦� Q � � ' i ,� �� , '�l�-�t SHELTER PLANS A-100 .O ^ ~ W �_�E �--- , � SHELTER RC PLAN A-101 � V ~ � 6 � �° SHELTER ELEVATIONS A-200 -�-+ � ___. ---- —�--- N O �____, ,,_ '� � -�' K �--- � F / ��' SHE TER ROO B � L E R E N L R f � � � � ,_ � r-f- '�RG G��---��` L F DETAILS A-600 � C ��U �_ ° � �----- � U � �' a G SHELTER DETAILS A-601 W __._`�- ..- - b `# _��i -___ �B / �� `\`�. �� ,��-, ` � STRUCTURAL -�-�-�-� �, , ; � �o, ��/`� SHELTER FRAMING & FOUNDATION PLAN EMP-S001 cB ' � ,1' � �-r �� SHELTER FRAMING & FOUNDATION PLAN EMP-S002 R E V I S I O N S �`' � � CONCRETE STAIR FOUNDATION PLAN CHP/EMP S003 NO. �� -�� '� �'�� ENTRY SIGN EMP-S004 1 10.24.11 DRB FWAL SUBMISSION � � J 1�J BOILER ENCLOSURE ELEVATIONS CHP-S004a 2 10.27.11 DD PRICING SET �� /' � , � � � � 4 12.2�11� 60%�CONSTRUCTION DOC. � ��°�`"�" � � SCALE� � ��OO SIGN PILLAR CHP-S005 � �� , i ; ' 5 2.15.12 BID SET / �t �� _�. 1 �°_—____—_.I..��—__.__.__.n � '� - �� `- BOILER ENCLOSURE STRUCTURE CHP-S005a ;'� �3.2.12 ADDENDUM 1 MECHANICAL �3.7.12 ADDENDUM 3 6 4.6.12 100%CONSTRUCTION DOC. MECHANICAL COVER SHEET M-000 �4.6.12 CHANGE ORDER 1 Received EAST MALL PLA2A MECHANICAL SITE PLAN EMP M-100 �� D F ��!�, ` BY Lynne Campbell at 9:39 am,Apr 2012 CONCERT HALL PLA2A MECHANICAL SITE PLAN CHP M-100 FRTB SNOWMELT SYSTEM FLOOR PLANS M-200 D R A W I N G ca.�. unun NonFlCAnoN B U I L D I N G C O D E S U M M A RY FRTB SNOWMELT BOILER PIPING DIAGRAM M-300 T I T L E : c�� oF c�oR�wo 1 -800-922-1987 STRUCTURAL DESIGN- 2009 INTERNATIONAL BUILDING CODE (IBC) CHP SNOWMELT BOILER PIPING DIAGRAM M-301 CALL 2—BUSINESS DAYS IN ADVANCE M E C H A N I CA L D E S I G N- 2 O O 9 I N T E R N AT I O N A L B U I L D I N G C O D E ( I B C) ELECTRI CAL C OV E R S H E E T BEFORE YOU DIG. GRADE. OR EXCAVAlE P L U M B I N G D E S I G N- 2 O O 9 I N T E R N AT I O N A L B U I L D I N G C O D E (I B C) FOR 1HE MARKING OF UNDERGROUND M�e� ununa E L E CT R I CA L D E S I G N- 2 O O 9 I N T E R N AT I O N A L 6 U I L D I N G C O D E (I B C) ELECTRICAL COVER SHEET e-000 EAST MALL PLAZA ELECTRICAL SITE PLAN EMP E-100 CONCERT HALL PLAZA ELECTRICAL SITE PLAN CHP E-100 U1ILITY OWNERS FRTB SNOWMELT SYSTEM FLOOR PLANS E-200 ELECTRIC ....................................HOLY CROSS ENERGY D R A W I N G ELECTRICAL ONE-LINE DIAGRAM E-300 JEFF VROOM (970) 945-5491 N � : 6AS XCEL ENERGY ELECTRICAL PANEL SCHEDULES E-301 ............................................. KIT BOGERT (970) 262-4024 WATER & SANITARY SEWER .......ERWSD IRRIGATION ROBY FORSYTH (970) 479-2160 EMP IRRIGATION APPLICATION EMP 1-100 - I-101 IELEPHONE .................................CENIURY LJNK CHP IRRIGATION APPLICATION CHP I-100 SAM TOOLEY (970) 468-6860 CABLE COMCAST IRRIGATION DETAILS EMP/CHP I-201 .........................................TONY HILDREII-I (970) 925-4311 P:\TOV09004\dwg\Master\Phase 3-Plaza\COVER-EMP.dwg,4/6/2012 2:14:51 PM,Wadey ��.��.KI 1 a��d�. � . �-/6/�� • . •�+i'F'��e'�� oFCCx� Town of Va il - Gen eral N otes GENERAL NOTES= ��E 1. Obtain a Public Way permit from the Town of Vail Department of Public Works� (970) 479-2158. Obtain all required building permits 22. The Contractor shall fumish electronic and hard copy reproducible As-Built record drawings showing horizontal and vertical locations and through the Town of Vail Department of Community Development� 75 S. Frontage Road, Vail, C0� 81657. elevations of constructed improvements including all utilities. and drainage appurtences prior to acceptance of the project. 1. THE CONTRACTOR SHALL CONFORM TO ALL TOWN OF VAIL (OWNER) REGULATIONS AND STIPULATIONS WHILE ACCESSING ENGINEERING II��. 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractor's license at the Town of Vail THROUGH OR WORKING IN THE 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 treatments are completed. A copy of the video taping shall be provided to the Town of Vail for review and approval and record keeping. 2. ALPINE ENGINEERING� INC., ASSUMES NO RESPONSIBIUTY FOR UTIUTY LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBIUTY '.��`}� 3. The contractor shall obtain all necessary standards� specifications, permits, bonds. etc. from all appHcable agencies prior to TO FlELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. commencement of construction. 24. The Contractor shall be responsible for all aspects of safety -including, but not limited to, excavation, trenching� shoring� traffic control� , �„ , 4. The public and the Town of Vail will have the right to occupy the public Right of Way and ad jacent facilities during the entire period of and security. Refer to OSHA Publication 2226, Excavating and Trenching. 3. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFlCANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED ��'� '� �� `+ � �� construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of normal operations. 25. The Contractor shall submit and have approved a Construction Traffic Control Plan, in accordance with the MUTCD (Manual of Uniform BY HIS ACTIVITIES. INCLUDING VEHICLE FUELING. STORAGE OF FERTILIZERS OR CHEMICALS. ETC. THE CONTRACTOR SHALL Contractor to maintain edestrian access to all businesses at all times. Contractor to submit an Access Plan for Owner rev�ew, comment and a roval. HAVE IDENTIFlED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTiFlED SPILL PREVEN110N AND RESPONSE P PP Traffic Control Devices). to the Town of Vail Construction inspector, prior to any construction activ�ties within. or affecting� the PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. AND SHALL COMPLY WITH THE CONDITIONS AND REQUIREMENTS DEPT.OF PUBLIC WORKS Right-of-Way. The contractor shall be responsible for providing any and all traffic control dev�ces as may be required by the construction OF THE CDPHE STORMWATER MANAGEMENT PERMIT AND PLAN. 1309 ELKHORN DRIVE 5. All materials, workmanship. and construction of public improvements shall meet or exceed the standards and specifications set forth in activ�ties. Contractor to maintain pedestrian access to all businesses at all times. Contractor to submit an Access Plan for Owner rev�ew� VAIL,CO 81632 the Town of Voil Code, Development Standcrds Handbook. Construction Details and applicable state and federal regulations. Where there is comment and approval. 4. THE CONTRACTOR SHALL MINIMIZE ALL OFF SITE SOIL TRACKING. ALL SOIL TRACKED OFF SITE SHALL BE IMMEDIATELY conflict between these plans and the specifications, or applicable stondards. the most restrictive standard shall apply. All work shall be CLEANED UP TO THE SATISFACTION OF THE TOWN OF VAIL. INSTALL STABIUZED CONSTRUCTION ENTRANCE PRIOR TO t:970.479.2158 inspected and approved by the Town of Vail. 26. The Contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan� schedule and COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. � phasing plan prior to the start of construction. ENGINEER 34510 U.S.6 UNIT A-9 6. All references to any published standards shall refer to the latest revision of said standard� unless specifically stated otherwise. 5. ALL EXCAVATiNG FOR ROADWAY� RETAINING WALLS, DRAINAGE FACIUTIES AND OTHER TRENCHES SHALL MEET OSHA EDWARDS,CO 81632 27. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and surrounding REQUIREMENTS. t:970.926.3373 7. The engineer who has prepared these plans, by execution and/or seal hereof� does hereby affirm responsibility to the Town of Vail� as areas clear of trash and debris. Any construction debris or mud dropped into manholes. pipes. .or tracked onto existing roadways shall be beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Town of Vail removed immediately by contractor. Contractor shall repair any excavations or pavement failures caused by construction within or in the 6. THE CONTRACTOR SHALL KEEP A SET OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE ASBUILT CONDITIONS. THE ARCHITECT PO BOX 8258 En ineer sholl not relieve the en meer who has re ared these lans of all such res onsibilit . Further, to the extent ermitted b law, the vicinity of the limits of construction. The contractor shall be responsible for dcmage due to construction at no additional costs to owner. DRAWINGS SHALL BE PROVIDED TO ALPINE ENGINEERING. INC. UPON COMPLETION OF THIS WORK. 9� 9� P P P P Y P Y BRECKENRIDGE,CO 80424 The contractor shall remove all sediment mud and construction debris thot ma accumulate in the flow lines rivate ro ert and ublic engineer hereby agrees to hold harmless and indemnify the Town of Vail. and its officers and employees, from and against all liabilities and � � y � p p P y� p t:970.453.5878 damages which may arise from any negligent errors and omissions contained in these plans. rights of ways of the town as a result of this construction project. Removal shall be conducted within 48 hours. Return all construction 7. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE EN�INEER IS NOT RESPONSIBLE FOR SAFETY IN� ON OR ABOUT staging sites to their origino) condition upon completion of the constructlon project. THE PROJECT SITE. NOR FOR COMPUANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING THERETO. 8. All sanitary sewer� storm sewer� and water line construction� as well as power and other "dry utility installations, shall conform to the 28. Dimensions for layout and constn.iction are not to be scaled from any drawing. If pertinent dimensions are not shown. contact the 8. OBSERVATIONS OF THE WORK IN PROGRESS AND ON-SITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR 3507 RINGSBY CT, STE 117 local utility entities standords and specifications current at the date of approval of the plans by the Town of Vail. Designer for clarification� and annotate the dimension on the as-built record drawings. WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL OBLIGATIONS. DENVER,CO 80216 t:303.292.3388 9. The type� size� location and number of all known underground utilities are approximate when shown on the drawings. It shall be the 29. The Contractor shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards 9. IF ANY GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL CONTACT ALPINE ENGINEERING, INC. AND THE TOWN OF VAIL � � responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work before and specifications, and a copy of any permits and extension agreements needed for the job. ENGINNERING DEPT. IMMEDIATELY. ENGINEER 110 E.BEAVER CRK BLVD. commencing new constructton. The contractor shall be responsible for unknown underground utilities. STE 202 30. If. during the construction process� conditions are encountered which could indicate a situation that is not identi�ed in the plans or 10. THE CONTRACTOR SHALL MAINTAIN TRAFFlC AT ALL TIMES TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL AVON,CO 81620 10. These drawings represent only the approximate location of utilities and are included only for the convenience of the contractor. specifications� the contractor shall contact the Owner� the Design Engineer and the Town of Vail Construction Inspector immediately. MINIMIZE TRAFFlC DISRUP110NS AND PROVIDE ADEQUATE SAFETY PRECAUTIONS TO ENSURE PUBLIC SAFETY. t:970.949.6108 Contractor shall be responsible for locating all utilities, pipes and structures. Contact utility notification center of Colorado (800)-922-1987 to locate underground facilities. Contact Town of Vail for additional locates (970) 479-2158. Contact Eagle River Water and Sanitation 31. The desi ner shall rovide� in this location on the lan� the location and descri tion of the nearest surve benchmarks 11. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL TREES, BUSHES. SHRUBS. AND GROUND COVER IN A MANNER 9 P P P Y ENGINEER 1169 HILLTOP PKWY District for additional locates (970)-476-7480 ext. 114. Utility locates to be performed at least 72 hours prior to any construction for the project as well as the basis of bearings. the information shall be as follows: ACCEPTABLE TO THE OWNER� AND AS DEFlNED WITHIN THE PER7INENT PERMITS. STE 206A activity. Contractor shall ensure that work preformed in the proximity to utilities shall be according to the requirements of the STEAMBOAT,CO 80487 requirements of these agencies. The contractor shall notify the owner's representative of any existing utilities whlch may lnterfere with the PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE" ELEVATION=8287.82' 12. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS, AND APPURTENANCES DURING CONSTRUC110N proposed work prior to construction. The contractor shall repoir all existing utilities to remain which are damaged during construction at no AS NECESSARY TO PROTECT ROADS AND PROPERTY. t:970.846.7970 additional cost to the owner. PROJECT DATUM SCALE FACTOR: 1.00041186 13. RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT SHALL REQUIRE A BUILDING PERMIT FROM THE TOWN OF VAIL AND DESIGNER CONSULTING&ENG 11. The contractor shall coordinate and coo erate with the Town of Vail, and all utilit com anies involved� assurin that the work is STRUCTURAL DESIGN BY A STRUCTURAL ENGINEER. P.O.BOX 2117 P Y P 9 Basis of bearing: colorado central zone (harn) nad 1983/92 and town of vail mapping project october 1996 stations sproddle n MILLS,WY 82644 accomplished in a timely fashion and with a minimum disruption of service. The contractor shall be responsible for contacting, in advance, 1660652.671 e 2753950.797 and woodman n 1652148.916 e 2727065.360� spraddle to woodman bears s72'26'S3"w. 14. TOPOGRAPHY AND SPOT ELEVATIONS FOR THIS SITE WERE PROVIDED BY PEAK LAND CONSULTANTS (AUGUST AND SEPTEMBER t:307.315.8054 all parties affected by any disruption of any utility serv�ce as well as the utility companies. 2004 AND JUNE 2011) 32. Locate. protect. and maintain bench marks, monuments. control points and project engineering reference points. Reestablish disturbed 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or if or destroyed items at Contractor's expense. 15. THE CONTRACTOR SHALL PROVIDE A CONSTRUC110N STAGING PLAN TO THE TOWN OF VAIL PRIOR TO BEGINNING any water is discharged into a storm sewer, channel. irrigation ditch or any waters of the United States. CONSTRUCTION. 33. The Contractor shall be responsible for replocement of any existing materials that are damaged during construction within the limits of 13. The contractor shall submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water Discharge construction or in the v�cinity of the limits of construction, at no additional cost to the Owner. 16. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEEIING WITH THE TOWN OF VAIL ENGINEER AND ALPINE (Contact Colorado Department of Health, Water Quality Control Division, at (303) 692-3590), the Storm Water Management Plan. and the ENGINEERING PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. � Erosion Control Plan. 34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. � Patching shall be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patches shall be infrared 17. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL MARK ALL TREES INTENDED TO BE REMOVED AND SCHEDULE A WALK 14. The Contractor shall provide and maintain app�oved erosion and sediment control "best management practices° (BMP) for the project unless otherwise instructed by the Town of Vail Engineer. THROUGH WITH THE TOWN OF VAIL TO CONFlRM REMOVAL OF SAID TREES. � � duration. Contractor shall inspect BMP's weekly and after every precipitation event. Contractor shall document inspection and make reports � � available upon request. Accumulated sediment and debris shall be removed from a bmp when the sediment level reaches one half the bmp 35. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed 18. CONTRACTOR TO MAINTAIN ACCESS TO PARKING STRUCTURE AT ALL T1MES -�-+ U heights or, at any time that the bmp functionality is adversely impacted. All necessary maintenance and repair shall be completed within 48 before construction, or to the grades and condition as required by these plans. � hours of identification, unless otherwise agreed upon. 19. NO HEAVY CONSTRUC110N EQUIPMENT ALLOWED ON THE PARKING STRUCTURE. CONSTRUC110N VEHICLES MUST PARK IN TOWN � U 36. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these handicap OF VAIL DESIGNATED (SIGNED) PARKING ON THE TOP DECK OF THE LIONSHEAD PARKING STRUCTURE. � � � O 15. The Town of Vail shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of ramps sholl be in accordance to ADA current standards. on site drainage facilities shall be the responsibility of the private owners. 20. CONTRACTOR TO INSTALL 6' HIGH GREEN SCREEN FENCING BETWEEN CONSTRUCTION WORK AREAS AND ROADWAYS. � � �� U 37. After acceptance by the Town of Vail, public improvements depicted in these plans shall be guaranteed to be free from material and � L � 16. The Town of Vail shall not be responsible for any domage or injuries sustained as a result of the construction of this project as a workmanship defects for a minimum period of two years from the date of acceptance. 21. ALL RAIUNGS TO BE DESIGNED BY OTHERS �+ _ result of groundwater seepage, whether resulting from groundwater flooding� structural damage or other damage. � � � "� 38. The Contractor shall be solely and completely responsible for the conditions at and adjacent to the job site, including safety of persons 17. The Contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and and property during performance of the work. The contractor shall provide lights, signs. borricades, flcgmen. or other dev�ces necessary to V (a }' � debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) provide for public safety, pedestrian and vehicular access as needed. This requirement shall apply continuously and not be limited to normal L N � or as approved by the Town of Vail construction inspector. working hours. i ` - v CCS � �Ca 18. The Contractor shall notify the Town of Vail Construction Inspector (970-479-2198) 72 hours prior to the start of any construction. If 39. The Contractor shall not willfully proceed with construction as designed when it is obv�ous that prev�ously unknown obstructions and/or ^ � � work is suspended for any period of time after initial start-up� the contractor shall notify the Town of Vail of reason for suspension and grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the � I..L � `� estimated time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of construction. owner's representative for decision. The contractor shall assume full responsibility for all necessary revisions and repairs due to failure to � > 0 give such notification at no additional cost to the Owner. 19. The Contractor shall notify the Town of Vail Env�ronmental Health Inspector (970-479-2333) at least 2 working days prior to the start � � � � of any earth disturbing activ�ty. or construction on any and all public improvements. 40. At the end of each working day. the Contractor shall be responslble for connecting the existing storm drainage pipes to the newly � � � � installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor for the entire 20. The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance with duration of the construction proJect. The contractor shall be responsible to maintain all drainage within the construction site and offsite }� � the applicable standards and specifications for all work within the PubHc Right- of-Way. If the final soils/pavement design report does not drainage which is directly affected by construction. � � � � correspond with the results of the original geotechnical report. the Owner shall be responsible for a re-design of the sub ject pavement .� Q� section. All fnal soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to 41. The Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The U the Town of Vail Construction Inspector prior to placement of base and asphalt. contractor shall provide temporary street lighting approved by Town of Vail� when existing street lights are removed. .� � 42. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless }� Q 21. Prior to placement of H.B.P. or concrete within the public Right of Way a mechanical "proof roll" will be required. The entire subgrade otherwise approved by the Town of Vail. � and/or base material shall be rolled with a heavily loaded vehicle hav�ng minimum single axle weight of at least 18�000 Ibs. Any (� U subgrade/base section exhibiting excessive pumping or deformation as determined by the construction inspector shall be reworked� replaced 43. The Contractor shall maintain access to fire department hydrants and connections shall be maintained throughout construction unless w or modi�ed to form a non-y�elding surface. The Town of Vail Construction inspector shall be notified 24 hours prior to a "proof roll". otherwise approved by the Town of Vail Fire Department. R E V I S I 0 N S N0. 1 11.24.11 DRB FINAL SUBMISSION 4 12.2.11 60%CONSTRUCTION DOC. 5 2.15.12 BID SET 6 4.6.12 100%CONSTRUCTION DOC. Received O WN Q F UAl C By Lynne Campbell at 9:39 am,Apr 11 012 D R A W I N G T I T L E : D R A W I N G N 0 : P:\TOV09004\dwg\Master\Phase 3-Plaza\NOTES-Plazas.dwg,4/6/2012 2:20:54 PM,Wadey / � J ' 8174.8 STORM SEWER MANHOLE � I �N RIM ELEV. = 8156.7' a ss.� 8I745 �� 8174.s LEGEND �(�K INVERT (E) = 8152.6' � �w �� i I� ��. � � � NI QE ELECTRIC MANHOLE -- - --- - --- - EDGE OF ASPHALT � / � � sT 12" CPP � � � 81747 OS SEWER MANHOLE ---------------------- EDGE OF CONCRETE � �f-�6�J� * F 8174.8 8174.7 �`A � � - � . sT STORM MANHOLE - -- - - -- - DRAINAGE �„�� DRAtld7{G'�TfVLET G � �8t81745 VENT �t � VENT ,�OFCa' ELEV. - 8155.3' ' / 8155 0 WATER MANHOLE _-_ ____ __= CURB AND GUTTER � INVERT (N) = 8150.7' ,,l / i I I OP TELEPHONE MANHOLE BURIED ELECTRICAL LINE INVERT (W) = 8150.8' 1�kkL�I�� INVERT (S) = 8150.5' � � / - I O CLEAN OUT �c,�s-ces-ces-cA.� BURIED GAS LINE � AREA uNpER CONBTRUCTION co �\\ sis4.o � �- s»a.s W� ��z-rsi-rat- BURIED PHONE LINE � • a»4.4 EN�INEE�IhJG IN�. � ,�� Q WATER VALVE / W� � , .s I �r-s�r-st� BURIED SEWER LINE � t . SEWER MANHOLE MH 0640 � \ I I ��`T I 8��4•6 !��' � FIRE HYDRANT _rar-rar-�ar-��r BURIED WATER LINE �8i�42 ,,so WATER SHUT-OFF RIM ELEV = 8153.1' I I I � \ � INV IN (N) ELEV = 8137.0' I�� \�� 0 VALVE �crv-cTV-crv-crv= BURIED CABLE TV LINE � " ,- � � i" � INV IN (E) ELEV = 8137.0' � � I ` \� `$,,,$ � � •., � � ' 7 4" INV DROP (E) ELEV = 8133.6' I I �� µ�PE � GAS METER � � � �� ■ CULVERT ��'�� .V r I I �' '' I�� I L_ � �IAIV Et�tt'�813 .6�9r� I I� - \ 81�8774.4 DQ GAS VALVE WOODEN WALL �'� T�VYNOFV/4�' �� si�a.z D�'L OF PUBI.IC VMORICS - � � � � '' \�� si�4.i � ELECTRIC METER • CONCRETE 1�9BIWORNDRIVE \\\�\\. VAIL,CO 81692 � � '� m CABLE TV PEDESTAL DECORATIVE STONE WALL t970a4T9.2158 Y \ �� 88»4•3 si�a.o # m ELECTRIC PEDESTAL ' CNL AI.PINEB�K�N�M�KiNC. � '� �K� s�5�.s \ � �� ENOII�t 9�610UrS.8 UMITA�A `\ �=�_m ` ��74.4 # r 8173.8 8173.8 �� 8173.9 PAVERS A � I ai�s.a f � TELEPHONE PEDESTAL �yyqRp��(�081� r.� j �y� 8152.3 SEWER MANHOLE MH 2100 1 8152.5 � ' � 5151 6 114.4' isz.z -. .-ei�2`0 ��g152.31 � STORM INLET �`\`�� t�'�'�� DRAINAGE INLET GRATE � \,, �� z - sisa.s � � �Y�r�� LO T 2 (UNABLE TO LOCATE) ELEV. = 8149.7' l '( \ � �; � TRANSFORMER -��2�� A�I�.T PO�A� VAIL/LIONSHEAD FILING 1 INVERT (N) = 8147.0' - �'° ai5o.� �.J� INDICATES A DECIDUOUS TREE WITH THE �� _ < � , � \ � �e�� INVERT (S) 8147.2' � \ 12�� , �x STREET LIGHT �(I � TRUNK DIAMETER \ U�\ t�10A6�1� � \ \ \ \ ti M U LTI LEV � UTILITY POLE \ . EL CONCRETE STRUC �� \ � TURE , � ` i \ � � _ \ . �:. " \ _ � , �T Mp�1f CT�8iE 117 ,.- \ LO _ -� SIGN \ WER LEVEL F.F. . • __ \ 8147.4 5 _ \ , \/% GO � , • _ _ _ __- �j0 a,4s.s \ �'��' � „/ � . _ _ � \ INDICATES AN EVERGREEN TREE WITH . • _ -- \ \ t2' � BOULDER -12 . • _ _- � ``s' � __ \ i. , , � t�� _ _- \ , \ THE TRUNK DIAMETER . _, � - 7.8' 1.3 1.2 ; 1.7' 1.3' „�, �� 0►�� _- � - 1 .� \ 1.4' 1.5' 1.4' 1.5' 1.8' 1.5' 7.7' 1.7' � CCESS EASEMENT 8149 6 \ 21$. �° 2i.i. /\ � A \ ,_ __ 2�.�' 2�.0' o B� 110E�J1V6tCRl(�.VD. 1 POTHOLE LOCATED J Y 5 2011 �� . \ --- '�. 2�•�' / ' AGE 48 ) \ . • K 229, P I \ B00 _ � \ �• �4.. SIE� � � AV�GOMA� I E X I S T I N G G R O U N D E . - 8 1 4 9.2 � � TOP OF 12" D.I.P. LEV. = 8141.4 �-� - ' _ _ _ _ 'r ai 4s.e - - - - - - _ t�10.WY�A1� � � ==�`i-��-. a �, .'� ------ -- --.--. ---• -� •-- --- - - as.o 81A1lCII�tAI. BrAM�1�KiDfi��lYYOiI� � � -� _� �_ � �; „ � � �� _ �., __ .�_ si4s.o �r - - - .�_. - - --� B��t 1'INH170PPKWY _ -� �� ,� � - - _ � ��%_ ---_ - -- - - 1 �\� \ si4�. ��'�.. °'� a�45.s � / 6" CPP , 81E�A / ,1 --- � \� 8148A �- - -�- - - - --� '- m.r�a.�tta.E°ELfs'�` � ��1�A117Q111 ��l �\� FIRE DEPT. J /~ � si4s.s ��I �I�I�� 81 5.7 \/// HOOKUP G�' 1?•� ' P � � ��NaON '� \� AINAGE INLET GRA CMp 8i45$ si4s.o � RA��I �//I��- �� s�a�.s -. ELEV. = 8 .3 �, •� � �� • DRAINAGE INLET GRATE �,� 0 VERT (W) = 142.6 / �,io � / � ELEV. = 8147.3' � I RT = .3 a�4s.s INVERT (S) = 8144.9' �� sia . •� _ - � \ 18' CM P - r- --- 8145.9 Q� WV 8145.7 � �TI�ITY �� -- 25.0 T s�4s.o � � �= ` � �. , Ep,SEMEN TRENCH DRAIN �TN = 8141.7 -�/ / i �� - ,,\�!/i � GENERAL NOTES: � ` s INVERT = 8146.3 (APPEARS TO TIE INTO 18" RCP) �� ' _/� ,i � 8144. 8145.2 � \ � sias.3 � � � 8t47'0 ' J ��\ 1 DATE OF ALTA/ACSM SURVEY: AUGUST AND SEPTEMBER, 2004. � � ; s�4s.2 �� %� &�4&.�i � � � � \ 8144.0 \ r i�� /�-•`�� ,�F ' �( \ \ � ''�'1i, � �� /� i� ;� �\ 8i4s � 2 THE BOUNDARIES ARE BASED ON A LINE FORMED BETWEEN A FOUND PLASTIC CAP, LS. No. 2658 \ ' ai45.2 / � i� . �� ON A No. 5 REBAR AT SOUTH ANGLE OF TRACT A, VAIL/LIONSHEAD FIRST FILING AND A � ^� �;f ��i�i \p/ ��8145.8 � 4a.s / \\ . \� �,\ � FOUND 2" BRASS CAP AT THE CENTERLINE POINT OF CURVE ALONG EAST LIONSHEAD CIRCLE IN � Iai4s.s � "` � � ��I \' I 49•� � � � � VAIL/LIONSHEAD FIRST FILING, SEE VICINITY MAP), BEING (STATE PLANE COORDINATES) � i \ , I \� / S 60'08 42"W - 1515.59' VAIL�LIONSHEAD FIRST FILING CALCULATED ROTATION = +0030'05" N � �� ;.� � /-.A ��- � �� / � ai4a.� � ,r- � �__ � � / RECORD -STATE PLANE COORDINATES. � � `�.�'^`�- � � ' � � '� �� VAI L 21 �}� � � � � � 8149_6 3 INTERSTATE 70 RIGHT-OF-WAY WAS BASED ON COLORADO DEPARTMENT OF HIGHWAYS - U � ._` ` � � � � / j/� siso.� PROJECT No. I 70 2(7)183 SHEETS 7,9,11,13,15, AND 17. STATION 30+00 TO 210+00. � � DRAINAGE INLET GRATE (BOOK 229, PAGE 481) -- \� �`�'?�� DRAINAGE INLET GRATE ■ ELEV. = 8137.8 � 3 =, sias.s / THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED � INVERT (S) = 8135.5 ��;?F LEV. = 8141.8 /� ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+85.6 RIGHT (HELD) TO STATION '� y,, e , 8143.5 \ INV = . � j 90+00 LEFT BEARING: DEEDS AND MAPS = S66'35'23"W - 8628.33' - CALCULATED � � �1�� ( ) = 8138.4 � �� siso.4 STATE PLANE COORDINATES = S67°09'05"W - 8627.71' - MEASURED ROTATION = +00°33'42" � . , INVERT W � - -�"/`;i� � � - 6�� \ INVERT (E� = 8138.0 8143.4 �� // � � � �`�%J� � � _�� 4 PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE". ELEVATION = 8287.82' (NAVD 88). � � � � �l� � ;n,� 8148.//�� \ � � 5 LOT 1, BLOCK 2, VAIL/LIONSHEAD, FIRST FILING AND LOT 3, A RESUBDIVISION OF LOT 1, BLOCK 1, \ �� I I �lf i F.F. = 8150.6 I �� I \� � I / /� VAIL/LIONSHEAD, SECOND FILING DO NOT LIE WITHIN THE 100 YEAR FLOODPLAIN OR THE 50' / �_-_ U: \\��` � � /� �,�,�� / si .� �/ STREAM SETBACK. � �� -�� . I � � � O DRA�NAGE INLET GRATE ��--__-� ,� i \ a� a�4s.a � �fi': �/� ii TR E E TO P C 0 N D 0 M I N I U M S 6 DIMENSIONS SHOWN [100.00] INDICATE AS CALCULATED DIMENSIONS. � ELEV. = 8138.0 � ��:'�'i �_� r ii � INVERT (N) = 8134.9 � 8143. I ��i„ 1� Isia�.s �8'� , „„` �- �� ii OWNER: TREETOP CONDOMINIUMS 7 LOT 1 AND LOT 3 ARE SUBJECT TO THE PROTECTIVE COVENANTS AS RECORDED OCTOBER 15, �� R 8144.5 «^';��; �.i: A � INVERT (S) = 8134.8 ' � C�° T.O.V. VAULT si44.3 `' `, 8150.5 (BOOK 222, PAGE 223) 1971, IN BOOK 221 AT PAGE 989. � °�J'�`\I I �• � 8 LOT 1 AND LOT 3 ARE ZONED GENERAL USE (GU) DISTRICT AND ARE SUBJECT TO SECTION � O � �� I r siai.i si42.s / �j `�� 8i4�.2 12-9C5 DEVELOPMENT STANDARDS WHICH STATES: � ��Y ,( _ ,.-:�45 '" A. PRESCRIBED BY PLANNING AND ENVIRONMENTAL COMMISSION: IN THE GENERAL USE DISTRICT, � I �cA � �� _� '� / � ' �� _ e�43.5 DEVELOPMENT STANDARDS IN EACH OF THE FOLLOWING CATEGORIES SHALL BE PRESCRIBED BY � ` �� 814 ' �� '/ �//, '� �� THE PLANNING AND ENVIRONMENTAL COMMISSION. � � 8141i 3 ,� 'ti�,, i -""��`� 81407 � !', `,`411','� ` 1 LOT AREA AND SITE DIMENSIONS. 2 SETBACKS. 3 BUILDING HEIGHT. 4 DENSITY CONTROL. �',, ,' , O � � , // ,-� 8131•8 DRAINAGE INLET � � � � �,�+��" _�� '� ,,% �, ; 5 SITE COVERAGE. 6 LANDSCAPING AND SITE DEVELOPMENT. 7 PARKING AND LOADING. � � � � 1 '✓ 8�4i'2 � =__ �'� ,�-Y` '11 // \ ,%� B. REVIEWED BY PLANNING AND ENVIRONMENTAL COMMISSION: DEVELOPMENT STANDARDS SHALL _ � � COLUMNS FOR � �_� , i � � ; SNOWMELT LIONSHEAD ENTRANCE iao.5 8140•9 _---� ��o>o ` BE PROPOSED BY THE APPLICANT AS A PART OF A COND�TIONAL USE PERMIT APPLICATION. � MANIFOLD SIGN � PAVERS gi4o.2 � � � '' �; '4 SITE SPECIFIC DEVELOPMENT STANDARDS SHALL THEN BE DETERMINED BY THE PLANNING AND 3�� (TYPICAL) I ', \ _, ��R � ; I ��;� �'' � �� GARAGE F.F. = 8131.6 ENVIRONMENTAL COMMISSION DURING REVIEW OF THE CONDITIONAL USE REQUEST IN I �,- '�_ , � �;� - � 81��.9 �� ACCORDANCE WITH THE PROVISIONS OF CHAPTER 16 OF THIS TITLE. (Ord. 21 (1994) § 10). � � �` � � !f� TN = 8133.3 � i�°� � ai3i.s �� , _ �� '�� , � GV 8141.4 �5�� V 't 1 �� \ _ �, �''��t/f� l� y' �� 8139'8 '`�t-�" _�-� ; `:� p °�\ `� $i323 9 BURIED UTILITY LOCATES WERE PROVIDED BY UNDER GROUND LOCATORS, LLC. AND QWEST =i 0'�- -jp9-°�- . A t� „�.�ga._ I ' ��g139.8 / ! � � � ', � � '��'�= ____ TN = 8133.6 � �� , _ , , �`;��;� COMMUNICATIONS COMPANY. ,��\ - I YN < 8139.8 � -� ' 81�8.3 ',J � `'��`8..`� � co i 8139.8 `� % e O} � � �� . % I � ' ,_ v TN = 8133.0 ' I � ;�: , , � -�� f I�,� 10 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO R E V I S I O N S '//I\ � %j� � T.O.V. VAULT a�4�.3 BUS "� _�., '� � _ � g d' �` ��P � ' � � ' Df2A,INAGE INLET GRATE ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS i �� SEWER (TYPICAL)� � SHELTER � e�3s.� ;'� / ; � ' \ "�-� aiao.2 ' � ' g�3g 5 � �� , � � ELEV. = 8140.7 UTILIZED IN THIS ALTA/ACSM SURVEY WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, � � CLEANOUTS � i . - , �. � � � �GQ � � � � S�3 '2g» ,� �'r _a;x� „�� ,� i�/ �'��i' _ ��'�, t i � INVERT �W� = 8137.8 ORDER No. 19836, DATED MARCH 8, 2004 AT 5:00 P.M. �6 L �� _- ,i`t, � `L� v _ �, �-�� i '� 8134.0 � 1�� . - �,L � � �2.gg• ��a137.5 U -� �` � , e� ° '., i 11 NOTICE: �� ,�s� ��' r� � � - z - O GRATE I DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. Y � ' ��.�r��: � � �'�.��'�"�', , � � 4= � �.� DRAINAGE INLET ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON AN � � � /y� � --.�w.� \ ELEV 814 1 � � �i '-�'� ' � '� � \ ��-:� � � ��'�,�, � i � ,^ � �� \_INVERT (N) = 8136.0 IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED DRAINAGE INLET GRATE K� 5 PA S �`� ''�` `'� ��`�� ` � � <� 8 5•8 ELEV. = 8137.7 '�= - � , " '� 8134.3 INVERT E) = 8137.1 MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. �►s/� ,,� • / � $ 37•t INVERT (NW) = 8135.8 � 'G , . Y � ,\�• INVERT (N) = 8134.2 � / �� M1 TN = 8133.9 P� i ' - � _ 8137.4 INVERT (SW) = 8135.4 Received INVERT (NW� = 8134.3 15 \ \�� i ��; f \� � "'°+� TOWN OF VAIL ByLynneCampbe11at9:39am,Ap �,zo�z INVERT (SW) = 8134.3 � ,^ ft ►-'_ ' � INVERT (S) = 8134.2 � i_ - / a�34.i --- DRAINAGE INLET GRAtE , 't c�� % � i / , �__ o�--,'--- ELEV. = 8132.0 DRAINAGE INLET GRATE � � � � � �� :�.�� , °e F3132.3 � � � ELEV. = 8136.8 ��,%;%-- \ �� ,,:, I sis2.s : � R � __ ,� . �12 �� INVERT (S) = 8134.9 �� _ .6 `°� U � �+� I �'•� 8132.4 � - � � a � � - - � � `' c, \ r � 1w-8,3,.� Ilx �819 D R A W I N G � / , , _ .,.., � "� � e �> 1 �` �.UTILITIES:� �` I SEWER MANHOLE MH 0660 T I T L E : �i � ' `�;��'';�� `' , ;.,,�.:•'_ __- - --� �� a0 RIM ELEV = 8140.5 � �\ �f' ' � , � SEWER MANHOLE MH 0680 i �' �-811 � INV IN ELEV = 8126.3 � �jo� � __��$ RIM ELEV = 8124.7 " ..,.r,- -- I 8„ PVC (NW) = 8126.5 s INV IN ELEV 8116.3 � � at2s.s INV ELEV - 8126.0 EXISTING g -�i��,�� 8" 6�� P' ' �� ,2�° VC DROP INV ELEV = 8120.0 I - GRAPHIC SCALE INV ELEV = 8116.1 I �I�j, � �_5129� x DRAINAGE EASEMENT � �\\ �� I s (HATCHED AREA) 20 0 10 20 40 � � _ � � S I ^ SURVEYOR S CERTIFICATE CON D IT14NS ��'^ � I I .-$iis.o I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS I I � �� 8127 ( IN FEET ) MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND � � � I 6 1 � 1 inch = 20 ft. CORRECT TO THE BEST OF MY KNOWLEDGE. / ��. J ,��= / R ♦ � � I �=a,2�., �� ♦ PO 0 E G�s �� D R A W I N G ♦ � T � I ' �� o �,1'a � F� N0 : �,, � � �a�t��'��': I I `� �/�j� DRAINAGE INLET GRATE ' ' ♦o;�N �•�� ; ,,, -�� 1,,: � � �� .,:,� ai 25.s ' �'" � ��e�,�� .: ,� ' .-aj- �v ELEV. = 8123J' �v: � � / INV = 8120.6' � ;-n; 7598 •�, � � \� ___ � � I - � . . . � I .. DATE:------------ --------�� ., n�n • �'" I ~-8i23 i� � BRENT BIGGS ��AL L AN� � DRAINAGE INLET GRATE � ,. -n,y-8i24 9 � � .. ELEV. = 8135.8' � I �'Cp COLORA00 P.L.S. No. 27598 �Ij�//I/ $ INVERT (N) - 8134.2' � I � FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. � DRAINAGE INLET GRATE INVERT (S) = 8134.1' I I � � ELEV. = 8135.4' I � iNVERT (N) = 8132.1' k � � � I � J ,�` \ j 1 T i I I 1 � J I �M I i ° � ' Yr � 'I �J I I . � , . . � � ��_ � . .. � . .R,AMP i �- , ' �' . 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CROSSWALK CONNEC710N �_ � O , � � � EXIS7ING S7RIPING, ; ' ' � � � � �� TO BE REMOVED (GRIND) � � � l� � VAIL,CO81632 ' -------� � � � � ' � PROPOSED ASPHALT t:970.479.2158 � , PATCH FOR SNOWMELT � II,F.�I � •�� yT, _ � e � < CONS7RUCT 1.5 WIDE CONCRElE MAIN, SEE SHEAR STEP UMITS OF PROPOSED ' o CIVIL ALPINE ENGINEERWG INC. D o •� �� F C O N C. A D A A M P PAN NA7H 1 DROP TO FLOWLJNE. D E T A I L, T Y P I C A L S I R I P I N G ' � ENGINEER 34510U.S.6 UNITA-9 �6.O' •� _ � SAWCUT EXISi1NG AS'PHALT BAqC � C011 (TYPICAL) 1' TO FORM AND PLACE � � EDWARDS,CO 81632 I � ��• PROPO� S �DE �,, � � _ _ _ __ _ t:970.926.3373 ^ Z•� pA�� g�►pING F� CONCRE7E. PATCHBACK ASPHALT - - _ �.L � pULL�T � U7ILJZING A S'�IEAR S7EP - � -- �� LANDSCAPE MARY HART DESIGN LLC C ,n w � �gU pROPOSED 4" _ _� � PR�pp�p 4' DOUBLE ARCHITECT PO BOX 8258 � pOUBLE �-OW S��PE _ YELLOW STRIPE ' . BRECKENRIDGE,CO 80424 � � � ;; • �_ _ _ � _ - _ � o t:970.453.5878 � o � - � CONSTRUCT CURB I = ARCHITECT 4240 ARCHITECTURE INC �0 0 � � � � � � � � �H E A D < � i � _ T R U C T C O N C R E I E C U R B T A P E R F R O M 6' T O 3 5 0 7 R I N G S B Y C T, S T E 1 1 7 W � �'ON � _ _ - dc GUTrER. SAWCUT EXIS7ING ZERO OVER 6 ' DENVER,CO 80216 ► ` '�'- ` ASPHALT BAqC 1' TO FORM � � b� �� '� AND PLACE CONCRE7E. ;�` p�p 4• ,! � t:303.292.3388 � �- �� TAPER 8" CURB TO ZERO PATCHBAqC ASPHALT � < �'� � � � �� '- `�''� • U7ILIZING A SHEAR SiEP 'S7 �'�� _. _ � NMIlE S1ftIPE MEP BEAUDW GANZE CONS ENG. �qS11NG PEDESTRIAN PROPOS'ED ASPHALT �' _ > AT RAMP OVER 6 , � � PROPOS'ED ASPHALT PATCH. STRIPED WALKWAY ENGWEER 110 E.BEAVER CRK BLVD. N PATCH, SEE SHEAR TO CONSIRUCT CONCRE7E . - C CURB _ S7EP DETAI�, TYPICA� � DRIVE. SAWqJT EXISIING �' CATCH CURB< ` _ - „� '°r�, \ » REPLACE ELOCATE --_- . . . � , ��. �. � ;��. _ � �_ -- ,_ ,l � TAPER FROM 6 TO ZERO � STE 202 - ASPHALT BACK 1' TO FORM �� _,��r ��: , �� _' �. , �C � ; EXISTING IR t 9�70 949 6108� _ � � �� ,--- r-,,,, ��`, �� ' 46.1';;.�: �;�, �,/� , � ��` � RIN�1111S AREA ,� AND PLACE CONCRE7E. �.� �, ,. �, y '�t��, � C. RAM� . a , I �,�. � � .9' --- STRUCTURAL ENGINEERING DESIGNWORKS --�.� � -,��,� PATCHBAqC ASPHALT � �� „ �:,;,, � ; PICA � � � B 1.5� CONC. CURB U1IUDNG A SHEAR S1EP �-�� ` � � �� ; ' _ �� ' ,_- T.0 V�pyy U E �j ENGINEER 1169 HILLTOP PKWY ' \�� » $w�� C011 (TYPICAL) �� , �, , , . 4s.0' _.�. �� °`� ��`, -� 24 _ sTE 2osa �H <, �1 � STEAMBOAT,CO 80487 b O �� __ _ - - �- � �' _��,<�' � » _r--=--- � .. t 97(1 R4Fi 7970 . � -`--= a`' �� ^' - �°% ' `� � '` B CONC. CURB � �,�""' '� 0 �, � � � � � IRRIGATION WESTERN HERITAGE -- -- -^ ,��t � : �� r � �� - - '� � � DESIGNER CONSULTWG&ENG 46.2' �� ' - ( YPICA ) _ . . 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L E O AVON,CO 81620 � MOVE EXIS7ING INLET GRATE ADD CRE7E f �\ � 1 � � �8�� RCP fiLF-�E� RISERS TO RAISE INLET BOX TO THE 1 MIN. t:970.949.6108 T y �, � � d� �'� � " '"� � F, � SURROUNDING FlNISH GRADE (46.00') F• •0� STRUCTURAL ENGINEERING DESIGNWORKS , I �, ► �, � ' / � � INSTALL 1RAFFlC RAIED (H20 LOADIN ' X 3' INV. 1 J ENGINEER 1169 HILLTOP PKWY , � °i�a � ?�. , ` m SOLID METAL COVER STE 206A � y \ � � R ' _ _ ` RIM EXIS7ING= 8145.3' • ;' � - �; � �'�",} � � , Go � _- 4 PERF UNDERDRAIN � ' , STEAMBOAT,CO 80487 � � ,�p� � y�'� IN TO . ' �p� � � __ ; ;__ - " RIM. PROPOSED= 8146.00' F�.�48.0' �' r q�n RaF��n y • � �j�, REM RA7E AND . 1 _ _-_ -:.` " ABANDON/PLUG EXIST. INV. IN 18"(Vln 142.6' �,, , °j� y \ y.�` i �, INSTALL D 2'X3' � �... � ,�` • ` � INV. IN EXIST 12"(N) = 8140.1' �.-.�`-� INV.=44J ' _ _ _ \ � IRRIGATION WESTERN HERITAGE �:�.�- EXIST. STORM INCET ' � , M E T A L C O :a. `.._ �S g' : I N V. I N E X I S T 1 5"(E) = U N K N O W N � '"`� 9 - ' . ESIGNER CONSULTING ENG I� , - e; / _ - ' � ;.I INV. OUT 18 S 8139.3 - . - � . - �� ' '� � � � ' � D & R/M. = 8147.3' � � � � ...�. � �.�� '�' � � � � �,.,__ �m ��r �� - �� ,� �� 1 � S „ � ,, m_ f^ ----- � P.O.BOX 2117 INVERT 18" (S) = 8144.9' �1 0 ��-��-'a� E�-Ey�_ �, � w �,-- ♦ � ``.. M LLS WY 82644 �=-e ata 1/ERT 4° (SW) = 8145.17' � �, � � 1 i E� p ► �� ....� , ,� - - � .. _�_��;��'�� t:�307.315.8054 1 , . _� - . ,--., � i ��. � � " � - � , -�'►��' o � �� ► � .. �� xo � � �,.� �t -_ . ;; � � � -s U � rI,' �. 1 -1 \�•... �T ` CONIRACTOR TO POINOLE � 2 . i;��\ `Y __._--.o----•-° � rE v r�z--- rr.�,. _--. a� � wAT ' , `�. EXIS7ING WA'IER AND PROVIDE w � 4 PERF. DRAIN �--` ,��i y h�� 'y f.1'--�- rs�2'� WAT WAT-WAT-WAT-- A� � .� /j ' . � � �-� -T _�E1� , . _ _�- _ �q LOCA11�1 AND ELEVA710N TO 4�f � 45.3' s^ �� _.__ _ -� � �o_ P � -f-- � :, �\ �.. � � y�' ` .'`-- p i� EL \ »� , y I o , � y �� ENGINEER FOR P07EN11AL �' � � =�.o ,• TEL 10 -� ,' r � B � � I �� ` OESIt�I REVISIONS � ° �"` MAN I 4w- � � �! �( ^. �� , � t� � Z HH � �`�. TR H DRAIIN ��`\ � � s3+� ' � � � � QV /�� i I� �� 'N l� = 8146.3' ;S'` �\ � �'� ��'i ___------�a--��+ �� / � � � W � �� O � �L� � � � �� ti �' � �/ -- , �� , ^ ct`'-I � � \ � / �� y� �\ � � � . ' �s�' � �� °' O YL� a � �„ � � ---- . .. 4�+. / �/ 1 � y � -`• L ,"°,�. _ �� -_�- `�` � i/�,`� �� / / � �� _ _---_--_---- P�f '�� r� � / � � I ¢ ,. �, '"__-__________ � yI � ; \ z.��. � 4" PERF. UNDERDRAI i- �'� �;�/j �� _ \ `� ,5 '�/ �% n U MS � � - y�y; ' � � r � � \\\ ��\ z.; � � i, F.G.m45.5� '�./ � �/, � t �� V J � �+ �' �° e �� . ! i INV.=44.2 j _ � � '� ;Y>.>^ �±� EXIS?1NG DOWNSPOUT TO � '�/ -1--+ U 8143.8 " � ' � � � �� 1 � F'n �� "° � � i � � ,i�/I� ,,�� \ REMAIN. MAINTAIN � � � � �,I � � � �� ri 1 � I ; j��/ ��';�y, �. CONNEC?lON TO BUILDING �� > � ��, y � �`�� 1 j ,� ; � i .I� '� � STORM SYSlEM �Y1 � �� I 1 - i �` � 1 I � �°� I ;�i �c� `� ,�; � � W � I � �� _ � ► I � y • .� � ' }� i_ � � �� ; ' 81 �5 / � ;�,' � � � � � � 4� � � -- i /`. Iy y 1 . � � I � x � �`�� ,� R � � � Y/� / ,� , , � / � � � ♦ 'y�� - �' . T \� � ,: � - i. � / INSTALL 4 CONC. MANHOLE ; � / , ' f U � / � I 1 , `� � `� ip RIM. = 81�.5.80' i � 6'� \ "� L � r I � � � \ '� ' ' � N � y y � � ' � `/ � � ,\ /�a � INV. IN EXIST 18 (N) = 8138.10 / ; / � i ; ��J , .`� � _ '/ � � e� � '�. � INV. IN 24 (YIQ 35.61 u � � �� U � c� � �ar, � �` �-' �_ d � �� i� / INV. OUT 24' (S) = 8135.41' ;� i� ,d �", I a � � I ♦ �. �/ �� ` i /� / �' � � � � 1 m � \I r! � ; �.. �� / �.\ � i l� �i � � �� I y �1AV� � �\��, � � ♦ �� / �/ ��., � � �I � �� ^♦ � 0 � I �' � � i� � � I . ; ry � ��1 ��,� , °"�`1�'i_ . ,`'� %�/ I `\`---�___�-��'� _' 4" PERF. UNDERDRAIN i�%� / ��/ ,'' % � � ` � � O � '4� c �, � � � / F.G.=44.0 � � �a _ W L 1� I' � 1� \� � \° � e� ` --------_ ,�o INV.�42.7' %�I ,' �/ '� / � � � � rI � '��` ; � 1� � '�' -..__� � �.�\ ^' � ,�iI r '� � �� O � � � ' » �� ': 2 x6 STORM�INLET W� VALLEY �� /I � � � . . � � �� 1 Itil I ' ��ea � / �/ � �� Q ti � w ' ' � � � . � � � t I 1 I� � � �" GRAlE dc 18 SUMP ;':I � � � �I � i i lli u ', ` � � ��,. ��P�F$UNDERORAIN �� RIM. = 81424' � .� ,�'j� ,+� � � � �� . � � � '� 1� �1 � i o I , ��. �, .. INV.=4�,:i �� INV. IN 24�" (N) = 8134.91' ;•';'� � � j , �, - `.. , �w INV. IN 12 (NV� = 36.66 �/ � ,'� � ' , ��'� � �_ � ;. ^r ; �. INV. IN 4" PERF (Ede1h�= 37.95' % .� � �5 ; . •` �� . A. A '�� . � � r � �� y . � � �_� � � 1 ADJUST INLET TO q2ADE I � ' `� \ - - � � INV. OUT 24 (S) = 8134.71 %� �� , y "_° _` (� C > ��_ � � � ' � !p �, `v V �� \.. 18 SUMP ELEV.=33.21 ' ' i / � j EXIST RIM=41.8� � � �� o��,� p .�/� � J 1 - NEW RIM=42.9 � �� L� � � i /� 4A /` ` � "��USE EXIS7ING INVERT OUT ', � DRA/NAG 1��T G TE '� �. ��%` Cn /,j� � / � I !o � + - � (E) 8138.0' `� ELEV. = 8 1.S�e�.� �� ' �♦ � ! i . .O _ 8151 ' `�Nl/ERT (N) = 13�S.��v' � ��. � �� A � r , � ' '� INUERT 4" STEEL 8138.4' � �%�. ., � ''�i'� � � � I � , �1 � "1 -_ 9 ,�. � lN UERT (E) = 8138.0 F. � C;. � , -�iI' 4,� l I �' �'. F � � `"� = , y RCP 75.0 LF O 1.79X �. , �, ,.., , ,'�, .J/ ` y � ' � - , � � ,� � ` . a � ',� ._ _ � , - ,�;:'' �� `, � ,% I � � ` / ��,rB I I i i',� I 8 , `� � _.. ...... _ _ _ _ _ _ 1�,'i ✓/ ,,\ \ � � 4 �'� I �"1 0 '�I 1 � _ - - - - - - - � /r , I � R E V I S I 0 N S ------�-------- --�- I � � � "- � � � � 1 1 � � � + � �,� �'� � �� gA \ 0 y > `� , ; �� ,, A o �fl� F � �� F 0 � \ � � N0. � � � � �� ; � � � � � �� r I t°� �.-�<� i � i ' ��'o�,T�� I I ! � � ��..'�� c� � , ,� 1 10.27.11 DD PRICING SET � J `� �-�`��`l� i ��' RQ� aF � � �` `� � '' --�� `��`• `� � 4 12.2.11 60%CONSTRUCTION DOC. + � ; 1 1 _ '... -_ ^ � � � p � CONNECT TO � , � o ,,�__�� / •� •� .8 , �1 ��y __ _� � �, , . �b �� owNSPOUr (s� �E , `�� o � � �� ,�,i° �` •.\ `.\ __ 5 2.15.12 BID SET ,� . ,, ,s _j , � ,fi,�j GRAPHIC SCALE . � z , ; i � �� I I INV. BELOW �G.39. ' , ' d � � � � � \� \� 6 4.6.12 100%CONSTRUCTION DOC. � "- � y - -= i -� � '� � � TREETOPS � ��_� , � • i Q , , d _ � , . .� � �� , � . � ��, 0 10 20 40 � � , g� . ,�ry _ �Q. " °---�-------- � . . 1 � � �� a, 1 �� . �' � . �i�` /Q � � � --�. . / �� ' ��' �° - - '� � ' � �� - OMINIUMS °s i �,(� _ / � .� � � .� � a� , �F ♦ 099 _ � � . . T COND � � �: �: w � \ �. � • s� f � .. � � ��' - g� � � � . 21 � ��' � I �� ' � • � .��/ \` SCALE• 1 10 �� y �� - � ` # � � i � p . � � g � �F I � � REMOVE/DISPOSE OF I �/ � Received `� '� � � EXISTING INLET INIUMS : ( � ; � , a O •�e P , � � �� ' \ LEGEND TQWN DF VAI� ByLynneCampbellat9:41am,Apr1 ,2012 � r" 1 I Ev�� :T.arx_: �,' - : h �� ` , `�' I cn i ,F<�`�. ;jy I W f ._ p V� o� I / � � �,,�/ � �: � 1 � �� `'`" � ''" � � �� , � / = PAVER-6"X9" CITY STONE PROPOSED � h�y 1 / �, ``� '�. . 'h,� I 0 . . �� '`� � (60MM THICK) � ASPHALT , � ;' 1 �,,� � � II / . . :�<. �� , _ w ' � y �._.. � �� / � �� s� � N _. � : �; � �.�_� �,�� " / 1� j Q �,/� �- � I � �� I STONE ( OMM THIC ) � CONCRETE : �. � PAVER 4"X8" VAIL BLEND ' -�-,p�"°�"��wo �'�`f � � � HOLLAND s K �; T I T L E + °r�?-a� �e � ,� � � � ; ---,,., �: � T0�5A�,S7tTEM�VE0.,e� �� - � � � >,. �' � , �' _ , � • c". t �. �, e � � i ;, � . MAN EXISTING 7C �,*+ �` �> � � .�„ , � ��°�-� �� ' �_ I �� , �� °,,�i�� '' �,�� °y �`q+��°�ne '-4',L � 1 =5s`',.; � " _ m'' I -- f -_r �� » � i� °\ j �� t � SNOWMELT MANIFOLD 47.5fEXIST. SPOT ELEV. � I � � � ,,,_ ` „„/_ ' .`iYys. �` Ft'�g ., �„ �, • °�,�K,., .,:r = ��-�.. ' Qs G�`Fi�`GE EXIST. IRRIG. VAULT • + PROPOSED SPOT ELEV. � -- - � ti ' � � � 1 � ��_� ' -;�ti„�;-+.�c'�;S`��..�.. t �-�•:..,�.�.-. ;S,N;=:-`l"v�` I ��'�r� � I, � \ � \/ '47 � S T 0 R M � / �a�.s� \/ �^,_� � � 1 �I � � ti , � �1 � " / \, � yf ,-, � i �� \� -� SIGN � EXIST. WATER VALVE � � � < _- � � � � / �` w�` w` �� i ORA/NAe�lN ; � ' \� » / ' � FIRE HYDRANT � j / �h� I � ; _ - i ; �� EXIST. STREET LIGHT yYO P LAN � �� w �, /� � \ .REMON�/OISPOS'E OF , ; ELEV. = 8�7 -�- � Q fr � ,5,-� � � �,� l y �� ^..� �� EXIS7ING INLET � eW !� RT (W) _ � .8' �� % �� 1 �� EXIST. STORM INLET � SEWER MANHOLE < � p� � �`L-�'�� / -- ► /� i `�I, j � � ORAINAGE INLET GF.ATi_- �� " "° �� ;� � � � �. ' '� / �� ' � ^ � EVERGREEN TREE _.._ _._..._..._ � ,: �- � F3` I � 1 0 ELEV. = E:40.1' i ;•: yCy ; :' o �� FLOW & FLOWLINE � ° / " I � � lNI/ERT (N) 3136.0' i �''�� E � � � � ___ � `� � � s � � � � � � � 8160 EXISTING CONTOUR � �. 1 /NI/ERT (E) _- 8137.1 i n . . � /T / , �,9 / - �s� t � � '` I TALL 2 x3 STORM INLET � EXISTING STORM SEWER D R A W I N G ' j � lNl/ERT NW x�= 8135 �. i � �'� E c��`-- �� , � •�� CONNECT EXISIING 18" STORM �`. � _. _ _ _ ,�■■�� .T L � lNI/ERT S = 8135 �, � � � cas-°cas F3` � � i � � �, ( OCA?lON V. � EXIST. STORM � ��///�� ~�� _.� �A�- /� �' \ I � � ' 4 ' � L � TREETOPS \� � � -' � EXIST. ELECTRICAL LINE N O : ,'� � �,� ��- �,�� i � � � � i F 2'X3' VALLEY I N l_ �- � � IS APPROXIMAIE. iNV=8133.�.) � � -E�-8�-8�-s�- RIM=8138.0 � E`'s�E� 1 - � �v INV. IN � � -CAS-GAS-GAS-CAS- � � �� T w`�j i1 C012 (TYPICAL) �T � INV. OUT2APPROX.(EXIS1�=8133.7� CONDOMINIUMS / � EXIST. GAS LINE g 1 - �-. I � o i ■ , -raL-rsL-raL-rai- � �,' w:"' 1 L � -� � � y� INV 4 PVC=35.0 EXIST. PHONE LINE /F3`�wA�f� AT� ��`` � � � i j ,/w 18" SUMP ELEV.=32.2' � I p - sa�r-sa�r-sa�r-ssr- EXIST. SEWER LINE y t ,,�-� ��T � = 1 � ,, ? � j SEWER MANHG�E MH 0660 � / '; . � ' � f�__;1��7"' � ,�1� � i � � `` � I I -IIAT-IIAT-IIAT-IIAT- � iy RIM ELEV = 8140.5' �''� EXIST. WATER LINE ' 01 j \ ► ��: w � �-,,, ` � IN ELEV =81 .3' � � TRACT G C ,` ' I � ��- � � � 6,;� � SEE SH EET EM P - C005 FOR �=�ESS�-°�� j � ,, PV 8126.5 / -E"'S-�„�-E"s-�„�- EXIST. 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Z ,� �� y�j p p,� �,_ �Z� � � �d'a0 �� N�N ��NaNW X��a�� i � 3�� QON .� ��N�= =EDWNF ��OON�� NVOX��1—d� �VI 1--� I�i41 I I �1ti4.�T L� C�! � � � p �� v1 q Zoao � N ZZ3' N� II ZZZ��i �Z��°D?��t�i XgZZ X�»> ��ZZZ `�`��ZZZZ� v~i��a pZZZ� OWNER TOWNOFVAIL i�� »>• W� „ zzz :r�--- ir�1�----� ?c�..ad�_ _.- rVll'1VLC CMJ111'IV �1AICR EXISTING AND PROVIDE LOCA710N AND DEPT. F PUBL) W RKS 1309 ELKHORN DRIVE --_'-- �GROUND ELEVA710N TO ENGINEER VAIL,CO 81632 t:970.479.2158 81 RFVIdANC, PATHAI F PRIAR 8150 CIVIL ALPINE ENGINEERING INC. "----------------.�________________� TO APRIL 24, 2012 ENGINEER 34510U.S.6 UNITA-9 ------------------ ----------- -- PROPOS'Ep - ----------------------- 24" RCP --------------`------------ EDWARDS,CO 81632 � - t:970.926.3373 42•8 LF p _ -�--- __________��_ LANDSCAPE MARY HART DESIGN LLC 8.399; -----__ '----------- ARCHITECT PO BOX 8258 --- 8140 . . � ROPOSED ?a" Aeo ------------------------------------------ BRECKENRIDGE,CO 80424 -- 8140 t:970.453.5878 w ��•� �F � -5.59� PROPOSED 24" RCP PROPOSED 24' EXIST. 18" RCP ARCHITECT 4240 ARCHITECTURE INC w v~i v� � 33.4 LF Q -1.50q O 10.7X � W� �� ^ 55.8 LF � -1.41� 3507 RINGSBY CT, STE 117 F: �v i- X DENVER,CO 80216 X� EXIST. PIPE INVERT x w o � t:303.292.3388 DATUY 1�L�'Y w cn GROUND W W � a MEP BEAUDIN GANZE CONS.ENG. 81�� N a ENGINEER 110 E.BEAVER CRK BLVD. �� o a o � � N STE 202 �� NQ � �� AVON,C081620 �� w3 � �� t:97 .94 .61 8 STRUCTURAL ENGINEERING DESIGNWORKS ENGINEER 1169 HILLTOP PKWY 0+00 1+00 2+00 STE 206A STEAMBOAT,CO 80487 r��n RaF��n IRRIGATION WESTERN HERITAGE DESIGNER CONSULTING&ENG P.O.BOX 2117 MILLS,WY 82644 t:307.315.8054 11 � � EXISTING 18 STORM SEWER PROFILE o � N SCALE� -�—� � �� HORIZ 1� = 10' a � -� � �� ; � _ , � � � .N O _;W� �N N VERT 1 - 10 �, � o � Q m ��4. q Njy_j � Cp �p • �2�> � M � �M O }+ — L� �-F .Z ap�0 II �� WN o� 4� C� � NN� �.�.a�' N r�O�oO X� <o�<�� o � n �o N V (� '�� `"��,°gv�-a� ga c'o�FZ L � _ �Z<&�?�� vZ�J , N .. 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ELEV GROUND `- 4 12.2.11 60%CONSTRUCTION DOC. 8110.00 5 2.15.12 BID SET 6 4.6.12 100%CONSTRUCTION DOC. � I�� I�N �� I�� 0p� � �N N N °� EXISTING 18" PIPE � °o 00 00� oo� oo� TO REMAIN ao� oo� Received �+Q� �+�Q 2+�� OWN OF VAIL ByLynneCampbe11at9:41am,Apr11,2012 D R A W I N G T I T L E : STORM PROFILES D R A W I N G N 0 : P:\TOV09004\dwg\Master\Phase 3-Plaza\STORM-Plazas.dwg,4/6/2012 11:24:37 AM,Wadey � � IN TALL TOWN FlBER OPT1C ` � fr� ,�i / ° `� CONDI�IT IN PROPOSED STORM � '� ; �, . �� , .��. ,��r ; � � LIONSHEAD o � � � — F �t�. TREN , (1) 4 PVC CONDUIT � � � ' p (�URY AT 3' MIN). FROM �� ,;� , ; �� . V WEL,COME CENTER TO NEW °u _ � �� ,_ B�SISHELTER. COORDINATE `' � ' � W E L C O M E C E N T E R i _ .. � � �' Ess E� WITH .O.V. IT DEPARTMENT i ` " ~ a . . , o o. 4 EXISIING TER S� o _,' _. �; _ . ' z ;. : s � �� 6 �f/ • _ . . - . . . � GATE V LVE � � \ O � � �� . _�, �� '�-I , , w . . .. � , ,, , � - __- , , _ _: ; � � �ss �'_,. �s ��" � , � , � �p � !�'� � ` - � w �q��"b'e�� , � , m � � . . , �SS _ �- _ � _1 oFeu. � AS GAS v GAS i � s .- �FS , ' N A, � \ E / �\ ES �—' � � V SS EES EES EES EES � EES EE EES . - �—� -- EXI STI N G WATER P R OFI LE : EAST M ALL P LAZA EAST— WEST ��K �� /6/i� �► � ;��e�`� . o � o�� a°' t�n°a$ U� � �; $� .A�PII�JE F ' NZ �? �� N < o o z o <�' <�' ;� ,� o a EXISIING GROUND tFn a 3 S 3 5 P R 0 F I L E S CAL E . EN�INEERING Ih9C. � � FlNISH�GRADE a< (PAVING ELHC) S nd �� t73 ��'��;. $,5a 8,5o HORIZ 1 "= 10' � � � _ _ � _ — - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - �� `�"i f,�h� I � ir�5 � V� _�� N� �� — T.-°.4.58IURY - - - - - - VERT 1 "= 10' 12" DIP 12" DIP DEPT.OF PUBLIC WORKS 8140 8140 1309 ELKH RN DRIVE VAIL,CO 81632 � CONTRACTOR TO POTHOL � EXISIING STORM D t:970.479.2158 S N EXIS7ING WATER AND PROVID z DQSIING W � a o SEEM TO CON CT. ' N � ELEVATION TO ENGINEER FO � FlELD CONDIlI S ENGINEER 34510 U.S.6 UNIT A-9 � POTENTIAL DESIGN REVISIONS � o W �n �n MUST V Y EDWARDS,CO 81632 X POTHOLE TO BE PERFORME X �� a w '�' PRIOR TO APRIL 24, 201 ``' �� si so t:970.926.3373 ARCHITECT PO BOX 8258 � � M � BRECKENRIDGE,CO 80424 � � � � t:970.453.5878 � � � � 3507 RINGSBY CT, STE 117 o+oo i+oo DENVER,CO 80216 t:303.292.3388 ENGINEER 110 E.BEAVER CRK BLVD. STE 202 AVON,CO 81620 t:970.949.6108 EXI STI N G WATER P R OFI LE : EAST M ALL P LAZA N OR TH — SOU TH ENGINEER 1169HILLTOPPKWY STE 206A STEAMBOAT,CO 80487 t:970.846.7970 o DESIGNER CONSULTING&ENG W w m W MIOLLSOWY 182644 � � � �� t:307.315.8054 � N � `�'� ^ v�i � � � C�'� N C�'! 3 C�'! N 3 GROUND _ — — — — � W 8150 _ _ _ - - - - - - - - - - 8150 ^ � � — — i.i PROPOSED _ — — — — FlNISH (Y2ADE _ _ � — — — — — O � — — — — — — — � � — � � — � � � ` — — — — — � / i - - - - - - - - - C!) � U ��,.—� � e � �- - �' a,ao � / � � - - - - - - - - - - - - - - - - - - - - - - 4 1 �2" DIP s,4o � � � � �� / f TOP OF NUT °O M � •O U �� MEASURE DOWN LL� � 9.0' BURY }+ � • N C� � �� 12" DIP V � � � W � 8130 5 � 8130 N � � U � � -� W F� � v�''�i F tn N ti Ci �Ci � Ci Ci �j Ci � � .W$ � � \ W WW �W F (ay WW WW W W � N N � /�\ / r~il N S a N v~i v�i t~n S �S �- r~il p W V~_l � \ O W / X xw �X X X Xw XW � � O � w wv� aw w w wv� wcn a w a w 1►A77JJf�dP BLEIR,AO � � ^ � a0 c0 N O N a� M � � � � N � i � � � � m � � � .O ^♦ � U o+oo ,+oo z+oo }, � t/� O � U � w � � o _ � EXI STI N G SEWER PROFI LE : EAST M ALL PLAZA o ° � � � �_ �- °° �� REVISIONS oir� `N° N ° o � �� wco = ° � °° N = "' "' N0. � � u �� oo � � w�ao � �� >� �� II W p II � � � z �? ° >z o �? 1 10.27.11 DD PRICING SET o w z � w � W z z w 4 12.2.11 60%CONSTRUCTION DOC. Q � � � � Q � > - > 5 2.15.12 BIDSET ; � z� z � � z� z 6 4.6.12 100%CONSTRUCTION DOC. �EXISIING GROUND Received TOWN IJF VAIL ByLynneCampbellat9:41am,Apr11,201 —� � � — � PROPOS'ED _ _ — — — — � si s FlNISH q2ADE — — — — — — — — EXISIING � GRWND - -'r _---- � � EXIST_TELEPHONE � � — — — — — � � — — � �� _ _ _ - - — - - - - - - - - - - - - - - - - - ____— DRAWING � � _ _ _ _ — — — — — EXIST. TELEP_J,I.Oj�_�——— � T I T L E : � � � — — — — — — — — — — — — — — — — — � — — 81 i i � ExisnNC � � � g" PVC (�RWND � � �/ i - -' PROFILES , ,— 1 8� P�� 8130 // o /— F l � / � — � � S„ PVC � � z a W � ° & N D R A W I N G � N o < � a ��J N 0 : a wW 3 � O � w 3W ww �3r F- U � N2 N N N O N N� N� f~/_1NW X Wy W W X a W W fW/1 WN W WaY W W W N � W � M � � � � � � � � � � � � � 1+00 2+00 3+00 X P:\TOV09004\dwg\Master\Phase 3-Plaza\UTILITY-LHTC-Plaza.dwg,4/6/2012 11:35:48 AM,Wadey sw 1r_Ow _._..___.. ` � -----___ 6~ �,-�� THE SNOWMELT SYSTEM � SPECIFlCA710NS AND DESIGN, CONTRACTOR TO REFER TO ��-6" 6" INCLUDING THE SIZE, SPACING AND SPECIFlCAl10N FOR ASPHALT SET s� OO 6" 2 5 LOCAl10N AND METHOD OF ANCHORING PAVERS INSTALLAl10N METHOD ��K. i Q O O THE TUBING, ARE BY OTHERS. ��fi�� O •d a 6� O 6" O R 8" USE POLYMERIC JOINT SAND IN S!►WCUT & REMOVE EXISTING ASPHALT 1' E X P A N S I O N J O I N T 2" S A N D W I T H W E L D E D W I R E 6" O R 8" B A C K F R O M E D G E O F P R O P O S E D C O N C R E T E � 60MM PAVERS RE: O O P A V E R S (T O S H E D W A T E R) FOR PLACEMENT OF FORMS. PATCHBACK /6/�7/ � FABRIC FOR SECURING . • : a• CONTRAC710N JOINTS LANDSCAPE PLANS AND S N O W M E L T T U B I N G. ° �° " ASPHALT AFTER CONCRETE PROPERLY CURES. � q r � o s o.c., TYP SPECS FOR PAVER DETAILS. (W6x6xW1.4Xw,.4, 10 GAUGE). '°° ° a° ;° 6" MEDIAN CURB (SPILL) 6" MEDIAN CURB (CATCH) •�'��.:b.��``� s' oRS' 12' VARIES (6' CHP, 20' EA1P) 12' 12' ��' 2� � 6� 1'-0" s» 1�_O» PROPOSED BUS VARIES PER PLAN TYPE I: ------- TURNAROUND » CURB PREPARATION (TYPJ ``'- VARIES ��E - .. _. .:; :.,.;: 6 VERTICAL CURB (SPILL) CONTRACTOR TO PLACE 6• � - � � T ` CLASS 6 ROAD BASE AND -J 8" CONCRETE 8" a ,._: ,.:.,,;_,; ` 4� � 4" 2 5 I- �------- � 6 `I" Y '„ 44"�HMA�� P OCTOR D NSITY p ANDARD —� O5 O O ��4 . p A I �I „� , !., �5" r:_F�c��. R ��a� MOISTURE CONTENT VNTHIN 8 C L A S S P � E f V G I N E E R I N G I I�C. ! 6 CLASS 2% OF OPIIMUM. . » C�NC. , I 6 ABC �� ,i �� THE SNOWMELT SYSTEM 6» � 8» 6 OR 8 I � ^ � A �Y,�_�_._.� �� i ; SCARIFY AND COMPACT SPECIFlCAl10NS AND DESIGN, . .. � � --- -- -V- - •--- - - � ! / �„ % SUBGRADE PRIOR TO INCLUDING THE SIZE, SPACING, � -6 6 �_ 6 C U 1 S.S 6 A B C -------� PLACEMENT OF COMPACTED LOCATION AND METHOD OF �> » , ,, � �, , 2" CLEAR CLASS 6 BASECOURSE ANCHORING THE TUBING, ARE � 4 MEDIAN CURB (SPILL� 4 MEDIAN CURB (CATCH� t��1 r�'� �4�'�'J I I i°'S �T G� ��1 �� . MIRADRAIN 6000 BY OTHERS. 2 • � OO SOMM PAVERS OVER �" ASPHALT OR APPRONEDNEQU�IV. 4" PVC PERFORATED O � 6~ NO BACKFILL, SEE DETAIL OF CUT�FILL SLOPE H►I ASPHALT ADHESIVES a , . .. RE: LANDSCAPE PLANS AND DEPT.OF PUBLIC WORKS WELDED WIRE FABRIC FOR UNDERDRAIN SLOPED AT 1% MIN, • ? : ,:. . � 2. SLOPE AT 1" PER FOOT SPECS FOR PAVER DETAILS WELDEO WIRE FABRIC FOR SECURIN� WITH 3/4" WASHED ROCK 6" OR 8" �;a ,' ;� . 5. PAVEMENT, SEE TYPICAL PAVEMENT SECTION SCARIFY AND COMPACT TUBING. (6X6XW1.4XW1.4, 10 GAUGE). 1309 ELKHORN DRIVE SECURING TUBING. (6X6XW1.4XW1.4, WRAPPED IN MIRAFl FABRIC 6. PROVIDE CONTRACTION JOINTS 5� O.C. MAXIMUM SUBGRADE PRIOR TO ADEQUATELY SECURE WWF TO BASE VAIL,CO 81632 10 GAUGE). ADE4UA7ELY SECURE WWF PLACEMENT OF COMPACTED COURSE TO PREVENT UPUFT OF TO BASE COURSE TO PREVENT TYPE Ie 7. PROVIDE EXPANSION JOINTS 100� O.C. MAXIMUM CLASS 6 BASECOURSE TUBING AND WWF DURING CONCRETE t:970.479.2158 UPLIFT OF TUBING AND WWF CONTRACTOR TO PROTECT CONCRETE � 8. SLOPE AT 1�2 PER FOOT PLACEMENT DURING CONCRETE PLACEMENT 6 VERTICAL CURB CATCH ALL CONCRETE TO BE CLASS P � FROM TRAFFIC UNTIL COMPRESSIVE CONSTRUCT CURB AND GUTTER PER COLORADO D.O.T. STANDARD M-609-1 ENGINEER 34510U.S.6 UNITA-9 STRENGTH REACHES 4200 PSI TYPE 2 SEC110N IIB PROJECT HAS BOTH 2�-0" & 2�-6" WIDTH EDWARDS,CO 81632 N.T.S. N.T.S. � � N.T.S. t:970.926.3373 A HEATED PAVERS / CONCRETE SECTIONS B CURB AND GUTTER C CROSSWALK HEATED PAVERS ARCHITECT PO BOX 8258 BRECKENRIDGE,CO 80424 t:970.453.5878 6� WIDiH OF RAMP 6• INSTALL 24' 6' SNOWMELT FlNISH GRADE 3507 RINGSBY CT, STE 117 � CONCRETE BAND COMPACTED ON SITE MATERIAL DENVER,CO 80216 CONTRACTION EXPANSION TUBING (TYP) VARIES PER A JOINTS O 5' O.C. JOINT ppya (Typ,� PLAN � MATCH INTO EXISTING t:303.292.3388 CURB AND GUTTER g• 1 2.5' • •>° �•.° � • r � � ENGINEER 110 E.BEAVER CRK BLVD. , . 1.5" . _ . - i i ' '. STE 202 2' TO 3' DIA - . . . . . . . . . . . . . . T<< BOULDERS • • • • • • • • • ' • • • • DETECTABLE 6" CONC,� ' �D FOUNDATION : � .� AVON,CO 81620 • • • • • • • • • • • • • • WARNING cn G�� t:970.949.6108 „ • • • • • • • • • • • • • • PAVERS � O� ° 3/4 WASHED ROCK . . . . . . . . . . . . . c . p r' �`� � 24� . . . . . . . . . . . . . . • � 3/4" DIA. DRAINAGE WEEP � 2 PVC ELEC. SERVICE � p,� � ENGINEER 1169 HILLTOP PKWY 1 4 PERF. DRAIN , SNOWMELT � , ,, CONDUITS TO ALL ��P Q � ' ' ' ' ' ' ' ' ' ' ' ' ' ' (ALONG 2' WIDE HOLE O 3 O.C., FlLL WITH TUBING (TYP) � � � BOLLARD U�HTS AND �,0� STE 206A X 1 � • • • • • • • • • • • • • • WASHED ROCK AND COVER ¢ I STREEILGHTS. NUMBER ��. STEAMBOAT,C080487 � � � � � ' � � • � • • � • • • P�ONNC. DRAINAGE HOLE WITH MIRAFI 140N N � OF CONDUITS VARIES PER `\ � � � GEOTEXTILE FABRIC �\ t:970.846.7970 --�•-�-�----�----�----•----�-� �ELECTRICIANS PLAN o � : ` �'� ,• . � • � DESIGNER CONSULTING&ENG o � co . . ' i"� � . .'. .`�' '.'.' . ' P.O.BOX 2117 � MIRAFI 140N OR EQUIV. 2, �N� � �E ��T SECTION A—A v __� � �--�--�CLASS 6 ' :.:. MILLS,WY 82644 t:307.315.8054 � i� _ -�----- - � EQUAOVED , o� �° � ° D(PANSION OINT A - ��.��__��._�.r KEY BOULDERS `� i 1' MIN. INTO = 4" PERFORATED PLAN VIEW OF I � " SEE DETAIL F GROUND (TYP) - - PVC NOTES 1'-6" Minimum RAMPCRFOR DETAILS DETECTABLE WARNING AND WELL ON SNOWMELTED � ALL RAMPS SHALL BE ADA COMPUANT CONCRETE BATHTUB DRAIN TO DAYLIGHT � OR TO STORM THE DETECTABLE WARNINGS SHALL BE MADE IN PAVER FORM WITH A TRUNCATED DOME SURFACE. THE DOMES NUMBER OF CONDUITS PER TRENCH � SHALL BE PLACED IN A SQUARE 6RID. TYPE 1 SEE LANDSCAPE DETAILS FOR WILL VARY. ELECTRICIAN TO DESIGN (a LIGHIING LAYOUT FOR VERIICAL CURB �+ ADDITIONAL INFORMATION THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED SECONDARY ELECTRIC SERVICES AND GUTTER r/1 U AT THE LOWEST POINT OF THE DETECTABLE WARNING WELL. v� � �� N.T.S. N.T.S. N.T.S. N.T.S. v, W W O E BOULDER RETAINING WALL F CONCRETE ADA RAMP G ELECTRIC SERVICE TRENCH H CONCRETE WING RAMP � � -� U m � � _ DANDY CURB SACK N CI� � (� -+--+ DOWNSPOUT S- N � _ � (REe ARCH) '` ^♦ - v � W � \ ^ � � MH FRAME AND COVER HS20 LOAD RATED OR FlNISH GRADE � L.L� � `� 2�-0" EQUAL w/ "STORM DRAIN" PRINTED ON LID. COMPACTED ON SITE MATERIAL C� � 0 STORM � �� GRATE '� � � PrefabrPcated pvc � Q � NON-SHRINK CURB o � � � (RIE°,�A CH) adapter (cap/plug) for � � L � GROUT OPENING � ° WIDTH VARIES � � down spouts, caulk � � i � " "` around downspout. � Q ADJUST TO REQUIRED GRADE WITH A MAXIMUM / O "�i - - OF ONE 2" THICK REINFORCED CONCRETE GRADING LIFT 2X LANDSCAPE � � � FINISH GRADE � � ~ io � ' RINGS SET IN NON-SHRINK GROUT ` STRAPS � , Q� �oo, LANDSCAPE i� , „ `�� CURB 5" CONCRETE p � � PVC � � Install 4" below flnished � � � grade in landscape areas � INSIDE LIP TO BE �AX • PRECAST REINFORCED CONCRETE MH CONE \ > � FILTER ° � g � CLEAR � 4" PVC PHONE Reducer/adapter if ,,,�,� � HIGHER THAN ° � REINFORCED� '� ` � � l R OR TOV DUCTS re uired and cover with topsoil. � � <�� G� A ; 6" CLASS 6 ABC 4 Install flush with flnished „ , CORNERS i � � � � OPTIONAL CONDUITS VARIES rade in hardsca e areas. 4' SDR 35 PVC � I OUTSIDE LIP � ' INSTALL 1 DIAMETER RUB R-NEK JOINT GASKET ' OUTFLOW � � �# � 9 P � 9" AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT � �' "'�� ---�"�"''�""-""-'�"'�' � � � PORTS � ,. LIFT HOLES ON INTERIOR, INSTALL 1 1/2" DIA. � � WELDED WIRE FABRIC FOR SECURING TUBING. _ RUB'R-NEK ON MANHOLES LARGER THAN 48" MANAGEABLE � I � � (sxsxw�.4xNn.4, �o cnucE). noEOUn��Y sECURE co�oRE� coNCRE7E �o � �_-�" � R�y�� W 2 FOOT � WWF TO BASE COURSE TO PREVENT UPLIFT (RE: LANDSCAPE) � � h_ � `� < � '' , W/ SNOWMELT TUBING. --�—� ,,--� –�cu�ss s . 5� Downspout size is unknown, CONTAINMENT i , OF TUBING AND WWF DURING CONCRETE � , ROADBASE OR � cn „ " i�j � � PLACEMENT CONSTRUCT CONTRACTION -�---- y APPROVED coordinate with Architect. 6 � PRECAST REINFORCED CONCRETE MANHOLE AREA �1 �, � - JOINTS EVERY 5' _ � � � � �� \\ � I� � p EQUAL � BARREL PER ASTM-C478 ��: �. ; E � � � ° �� SCARIFY AND COMPACT SUBGRADE , � O J 5" MIN ` ��p � jl�� PRIOR TO PLACEMENT OF COMPACTED I-^-�R`_��W�W.� CONNEC110N TO STORM R E V I S I O N S o:. � CLASS 6 BASECOURSE SEWER IS NOT A Z � �� THE SNOWMELT SYSTEM 1'-6" Minimum SE NC U EDAN OOF BUT NO. m � 4'-0" DIA MANHOLE DIMENSIONS DUMPING SPECIFlCAl10NS AND DESIGN, DRAIN CONNEC110N WORK o M AL MANHOLE STEPS � STRAPS INCLUDING THE SIZE, SPACING, AND 1 11.07.11 100%DD SET o PIPE DIMENSIONS LOCATION AND METHOD OF ANCHORING � N W/ BITUMINOUS OR , 1 5" - 2 4" D I A M E T E R = 4' - 0" � n�E TueiNC, ARE BY OTHERS. 4 12.2.11 60%CONSTRUCTION DOC. � PLASTIC COATED 27" - 36" DIAMETER = 5' - O~ N.T.S. 5 2.15.12 BID SET MA INDUSTRIES 42" — 48" DIAMETER = 6' — 0" OR EQUAL '� 54" — 60" DIAMETER = 7' — 0" 6 4.6.12 100%CONSTRUCTION DOC. o D M DOWNSPOUT CONNECTION �4.6.12 CHANGE ORDER 1 s � D e D j �oD � ro� o CONTRACTOR TO PROTECT CONCRETE �,� �' FROM TRAFFIC UNTIL COMPRESSIVE b Receivea PIPE � ° � � o� ' STRENGTH REACHES 4200 PSI TQWN OF VA� PIPE • , p � By Lynne Campbell at 9:42 am,Apr 11,zo,z � + N.7.s. N.7.s. N.7.s. L O G I T U D I N A L 8 SNOWMELTED CONCRETE � °- ` RE�PECIFlCAl10 S�FOR �BING THICKEN CONSTRUC110N a� �1 CURB INLET SEDIMENT CONTROL L SNOWMELTED CONCRETE WALK P SHALLOW TRENCH GUTTER TO 8" BAIRS �T P�n� CONCRETE REQUIREMENTS . BARS AT 30" O.C. BOTTOM OF �' °^ CONTRAC110N JOINT D R A W I N G • s �2" MINIMUM (rrn) 8 2 5�8 (TYP) SEE JOINTING T I T L E : ` ' ' • " " PLAN SHEET C012A 8" MIN �.: . . o: � .. . •.� .� 'D�. � e e e \ _' e e MIN 12� —i �� _ _. '° � ° . ° TRENCH BACKFILL MIN OF ` r e: _. . _ ° COMPACTED 3/4" � ` ° ° ' � � �; � ` � . 1, �___________ __ ..________ ____-- DETAILS � SCREENED ROCK PRE-CAST MANHOLE BASE AND � SEE SPECIFICAl10NS FOR ? FIRST BARREL SECTION CAST Z COMPACTION REQUIREMENTS i•r — TRENCH BACKFILL 'r. � � p MONOLITHIC ASTM-C478 CDOT CLASS 6 ROAD � � SAWCUT LINE / 1 8 6-4 BASE FOR HDPE. MIN CDOT CLASS 1 OR 2 FOR RCP. . WELDED WIRE FABRIC FOR SECURING TUBING. BEDDING ' 6X6XW1.4XW1.4� 10 GAUGE�. ADEQUATELY SECURE Z" CLEAR PROVIDE HIGH STRENGTH, NON-SHRINK GROUT ZONE ' -- � AROUND PIPE AT KNOCKOUT LOCAl10NS EXISIING ASPHALT NEW ASPHALT � TO BASE COURSE TO PREVENT UPLIFT 6" COMPACTED // BEDDING ZONE PLA EMIE TAND WWF DURING CONCRETE COURSE (SEEE D R A W I N G UNDISO RBED _ 11� ! SEE A80VE SPECS) N O . \ PIPE SUBGRADE, ___; � STABILIZATION MATERIAL IF REQUIRED E M P H P 1/4 O.D., THE SNOWMELT SYSTEM PIPE SUBGRADE CULVERT BEDDING DETAIL s• MIN TRENCH Z❑NES INCLUDING 7HE SIZEASPACIN�NAND LOCA710N AND METHOD OF ANCHORING THE TUBING, ARE BY OTHERS. N.T.S. N.T.S. N.T.S. N.T.S. I STORM SEWER MANHOLE K CULVERT BEDDING Q SAWCUT SHEAR STEP JOINT N HEATED CONCRETE BUS LOOP P:\TOV09004\dwg\Master\Phase 3-Plaza\DETAILS-Plaza.dwg,4/6/2012 1:55:11 PM,Wadey 8120.3' , . a �/i�\�////i„ ,:a � p. "^ F�°w a �'��''K. � � -.�`�» •:. -a . . � . �, , CDS3020 RATED TREATMENT CAPACITY IS 2.0 CFS,OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC d d . a '�'��V" A a. � INTERNAL BYPASS CAPACITY IS 20.0 CFS. IF THE SITE CONDITIONS EXCEED 20.0 CFS,AN UPSTREAM � � +/-135° BYPASS STRUCTURE IS REQUIRED. 4 � 6.25' F� MAX. Q v � a . . + Q A/�'// � 'a � GENERAL NOTES � d a ,4 ,��j�� ;,. 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. ��' �q�� PLAN VIEW 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 4 N.T.S. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE �,� � CONTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE. www.contechstormwater.com �� , ` :a- 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION Q 4 � `' 114 CONTAINED IN THIS DRAWING. 41.0 � d d � - a°. 5. STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD RATING. Q 4 ° a Q Q EI�GlNEERIhJG INC, h��: � � +/-65° � INSTALLATION NOTES f� ' 2,_9„ MAX. `�� 1. ANY SUB-BASE, BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN 41.0 � CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. {. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND � � a d d � �'�r'� r"'� �4 '' I I r'°�'+ I�T I�� I �� .. 5.92'(5'-11") SET THE CDS MANHOLE STRUCTURE(LIFTING CLUTCHES PROVIDED). - � . d ° 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE � CONTRACTION OR � 4 �' $ `.� . ��aterstartsh� i : ` CONSTRUCTION STRUCTURE. 1 4 � �' 4. CONTRACTOR TO PROVIDE, INSTALL,AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS O.W JOINT �TYP�, IF 4 d DEPT.OF PUBLIC WORKS I�2' I � V� `D'� � CONSTRUCTION SHOWN. i. ��./ft JOINT ADD TIE 4 1309 ELKHORN DRIVE 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO i�� 4 a a Q VAIL,CO 81632 �2-6 � � A�V'lCALJ° FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. BARS a.. , ��R` '� FRAME AND COVER � , a . � d d t:970.479.2158 :a I 40.0 i40.0. a a Q , � 8108.08 soumoNS_ (DIAMETER VARIES) 39.8� a a ENGINEER 34510 U.S.6 UNIT A-9 +_/r„ N.T.S. �;. 40.0 Q EDWARDS,CO 81632 a ..Q� � .' � � �L. • � .. � .a , a, o occ SLt�P� VqRI � a 4 4 � t:970.926.3373 „ . �• „ _° . o��e�hstormwa�e�G INSTALL #4 BAR 39.0 E EVq P�T .�S �.. � � � d . 4 12 OF 3/4 WASHED ROCK � 8106.0' (TOP OF SUBGRADE) CONTINUOUS AROUND 170NS� :1 a ARCHITECT PO BOX 8258 SECTION A-A INLET AT MIDPOINT OF �'.r�/ft Q Q BRECKENRIDGE,CO 80424 CONCRETE ABOVE TOP EXPANSION SLOPE VARIES 39.0 � � d t:970.453.5878 N.T.s. N.T.S. OF INLET (TYP) JOINT PER SPOT + � CONTRACTION INSTALL #4 BAR ELEVATIONS i A CDS-3020 WATER QUALITY MANHOLE TBC=8138.6' \�.�Je-0 ` ; ; � �oiNT (TYP) ° � CONTINUOUS AROUND + �"/ft8138•8� �O v S10P� �A 39.3s� II�T AT MIDPOINT OF q DENVER,CO 80216 a 3507 RINGSBY CT, STE 117 e a 8138 68' ,.�� 4" HMA /� `�v� `.PER SPp�RfES i 39.5 aa CONCRETE A�OVE TOP a t:303.292.3388 ° RIM=8138.0' . � /'� ��Q... E�EVa�s ; ° a OF INLET (T�P). . . ° . 6"•a��NG . 111 `i�ft � Q ENGINEER 110 E.BEAVER CRK BLVD. � D.. . 'D . '. / � � �.. MARKING TAPE T❑ BE D,. : , , � * ° 6" AE3�; 3$.0 i a a STE 202 PLACED 24' AB❑VE • $• ++� i. � T�P ❑F PIPE �- � � __ � AVON,CO 81620 � 8.1 a . a 4 t:970.949.6108 � 6" ABC D' '� �;' P�'v 38.0 �39 0. CONTINUOUSBAROUND � � d a ° 4 � ; ' Q2,�. . � � 39.13 INLET AT MIDPOINT OF a ENGINEER 1169 HILLTOP PKWY �TRENCH BACK FILL�\ , ° � �v �� ]'/ft A CONCRETE ABOVE TOP � STE 206A 8 � � /\ . . �� OF INLET TYP . SEE d a a _ STEAMBOAT,CO 80487 • .' ' ,, 38 Q . � ) '%�� j��` ��.� :.� " a + � 3$:fi �� DETAIL C012-I. /�,� \�� /,� �� + ..38 1 . � - ; r t:970.846.7970 j\% �p p � � �/�// 38.6 - �', 38:0 ` . r 38. � � 4�,� o . , p o.: �/\, . � � d DESIGNER CONSULTING&ENG �� p p �A� i.� z ��38.1� i P.O.BOX2117 BEDDING ��/ �/�� 2' X 3' VALLEY + � 38. 4 MATERIAL ," " '� ' ;� > 38.6 + + MILLS,WY 82644 ,,�; � � � .0,0.� . ,.�� ;�,/ STORM INLET d ,\// . 38.7 38.73 t:307.315.8054 , , p a ` i; PROVIDE CONTRACTION E X PO NT I O N SERVICE \/ �\ BEDDING JOINTS AT INLET FRAME LINE �\i ...� � ' \�/� ZONE STIFFENERS OR AS ` � ; CONTRACTION OR a \ � \ SHOWN IF FRAME DOES CONSTRUCTION a . �� - , ` ��/<. NOT HAVE STIFFENF � . JOINT (TYP), IF 4 j , ..:. \�\� 38;5' 38.5 CONSTRUCTION ° . a. UNDISTURBED � ',.. ,.:... . • �/� � . . JOINT ADD TIE PR�VIDE ° Q p� SOIL % ' . � BARS ° � � < a . / . \�� a� �Q o : - � �, ��` 24" RCP PIPE IN, CONSTRUCT 2x3 INLET • � CONTRACTION a � O Q �/� 4 � O � o' / OO , \/� \ . CP. / / cs a ��/ . JOINTS AT LET �� \ -\ \ � .\ �,, ,�,,/ 4" PVC STORM ON EXISTING 18" R FRAME STIFFENERS ° � /� �� /%/�� /��/%//�//� �//� ;/� INV=8135.0' �o: �>: INV IN =8133.92', � a O � 6 � PIPE SUB GRADE n APPROX. INV OUT= 8133.7' I : - OR AS SHOWN IF a �--+ 6" 6" 6 MIN. � SUMP = 8132.2' �$;0 � FRAM'E DOE� N�T p � U }� � HAVE STIFFENERS. °Q. a ° Q a � � (� ALL BEDDING MATERIAL MUST BE 38'�. ._ 38.0 a Q � � W^♦ �� O COMPACTED TO DISTRICT �, � � � � O � STANDARDS SECTI ON A-A - � a aa EXP�A NSION � � � ° b ca „ , „ q , a N.T.S. N.T.S. N.T.S. � =4 I � = I 4 4 U � � > B BUS ONLY SYMBOLS C WATER SERVICE BEDDING G TREETOPS DRIVEWAY INLET DETAIL SECTION H TREETOPS DRIVEWAY INLET PAN DETAIL I TREETOPS DRIVEWAY INLET DETAIL U � � -� � 0-- � � ALL INLETS TO BE CURB 3.. � � O � � CCS O � MANUFACTURED FRAME & �ys�� _ � � � WITH 18" SUMPS GRATE a ; a (I-3516) 5" x P"P x 4Yz" Blockout a Conseal � � � }+ � O W T. 5 3 0� � for Su ort Beam 102 Z Q Z Q � � ° � Q Z �Z Steps �12" O.C. O �n' � � g g g gd .a -a �� W �' �' ' - � T " � � U �� f a a � } oa � � oo � � � � � Q z �' I n s i d e a �-! �-! � � o� o� � � � Wall�� . . ,,,�,� See Joint Detail �o . �. a : �.. ALL INLETS TO BE � � N � ' ' �4 Ton P-52 SL MANUFACTURED ee Join t De tai l � N Anchors � � v � 3:. � �s WITH 18" SUMPS i 2 Ton P-52 SL T e 13 or 16 Joint Detail °D � N � Type 76 Vane Grate � Z X Q Anchors Z X V Iley F&G N � 0 i Q Q ( ype 16 Vane Shown) • • x z z "' � � � � � � � Type 13/16 Curb �� x + - 0 0 0 o r Frame & Grate o a � � °.i } °� `V `r 23" x24•' x2•• `V `� 18" x18" x2" � �_ � i fOM I tO�' � °' Knockout Typ. � Knockout Typ. o o . � � 30" x 30" x 3" R E V I S I 0 N S Opposite Wall � Opposite Wall � � � 30" x 30" x 3" 30" x 30" x 3° � Knockout ° 24" x 24" x 3" VARIES ip M � N Typ. Opposite Wall I Knockout Typ. � N O. Knockout Knockout Ste s �12" O.C. 0 t v P I p p o s i t e W a l l Typ. Opposi te Wa l l Typ. Opposi te Wa l l Q z 1 g � 1 �� » � � 1 11.07.11 100%DD SET 6' 2'-0' 6' 1'-6" � _ -I o � �o � ' ' � � °0 � �� „ 4 12.2.11 60%CONSTRUCTION DOC. ' � I - 4" 3'-0" 4" 4" 2'-0" a" �'N s° 2'-s" s° 2'-0" 5 2,15.12 BID SET 3,_$„ _ 2,_$„ p � s" 2'-s" �'-o" 2'-s" s" � s° s'-a° s° -- s" 2'-2" s° � 6 4.6.12 100%CONSTRUCTION DOC. ��See Joint Detail Walls A&C Walls B&D � s" �'-o" s" � � --c--� Walls A&C Walls B&D (Frame & Grate not Shown) (Frame & Grate not Shown) $�_�� (Frame & Grate not Shown) (Frame & Grate not Shown) � Wall A -Short Side Received � � 12" O WN O F VA�L By Lynne Campbell at 9:42 am,Apr 11,2012 2 � o o � ��vnn -' rYP. � 3" ---� 3�-$� ' ' i 2._8 �i� � 30" x 24" x 3" '� a s" 3/is�� lb'M / � I Knockout Typ. � �° Conseal a d a � \/ 14" TYP. N Opposite Wall N N D 2 Ton P-52� m 102 I I r SL Anchors -' a Conseal Isometric View + 3aIS ll`dl-��l`dM ;h N °� r � � � a < i Isometric View 102 � m _ � ° �. + a ao o � �O io Inside � ° � I I I � � � e � a .a - a N N � a Special B/o for� � �o Wa�� ° D R A W I N G � � a �� v � 2X3 C.B. STD. Risers _ � O W5x16 Beam � � � �� WA��A °` � T I T L E : a Hei ht Wei ht Lift Gear 2-� Inside ° 9 9 N N D Wall�� a . - I I r m y 6» 2�_2�, 6» � g^ 3'-4" 6" � �f �6�� 0'-6" 283 Ibs. 2 Ton Swift Lift r,� N r � 4._4� � 3° a � WALL A o O • Q 3�-2�� } t'-o" 567 �bs. 2 Ton Swift Litt � Wall B Plan View Joint Detail Type 13/16 STD. Risers I f 3�6�� 4° 3�-0° 4'� 1�-6° 850 Ibs. 2 Ton Swift Lift ^ (Frame & Grate not Shown) Height Weight Lift Gear ---j 3-$ 2'-0" 1,133 Ibs. 2 Ton Swift Lift D ETAI LS 2" io 1'-0" 975 Ibs. 2 Ton Swift Lift Joint Detail Plan View WALL A-SHORT SID 2'-0" 1,950 Ibs. 2 Ton Swift Lift 2'-s" i,417 Ibs. 2 Ton Swift Lift } 5 1�" Type 13/16 STD. Risers (Frame & Grate not Shown� 3'-0" 2,925 Ibs. 2 Ton Swift Lift 3'-0" 1,700 Ibs. 2 Ton Swift Lift 3'-3 Ya" 3'-3 Ya" Height Weight Lift Gear 4'-0" 3,899 Ibs. 2 Ton Swift Lift 4'-0" 2,267 Ibs. 2 Ton Swift Lift 6" 7'-0" 6" f 2'-0" 3,304 Ibs. 4 Ton Swift Lift 5'-0" 4,874 Ibs. 2 Ton Swift Lift ZX3 C..B. STD. Bases $�-�� 3'-0" 4,829 Ibs. 4 Ton Swift Lift 6'-0" 5,849 Ibs. 2 Ton Swift Lift Plan View NOTES: Height Weight Lift Gear 4'-0" 6,354 Ibs. 4 Ton Swift Lift • All Inlets are Designed and manufactured according to ASTM C913 Type 13/16 STD. Bases 2'-0" 1,318 Ibs. 2 Ton Swift Lift 5'-0" 7,879 Ibs. 4 Ton Swift Lift • Inlets are Suitable for HS-20 Loading. Height Weight Lift Gear NOTES: • Bases are Available with or without a Keyway. 3'-0" 3,185 Ibs. 2 Ton Swift Lift Nores: D R A W I N G • All Inlets are Desi ned and Manufactured accordin to ASTM C913 3'-0" 1,885 Ibs. 2 Ton Swift Lift 5'-8" 8,896 Ibs. 4 Ton Swift Lift g g • All Inlets are Designed and Manufactured according to ASTM C913 4'-0" a,160 Ibs. 2 Ton Swift Lift • Inlets are Suitable for HS-20 Loading. 4'-0" 2,451 Ibs. 2 Ton Swift Lift . Inlets are Suitable for HS-20 Loading. Type 13/16 STD. Bases 5'-0" s,135 Ibs. 2 Ton Swift Lift N � : • Bases are Available with or without a Keyway. . Bases are Available with or without a Keyway. Height weight �ift Geor s'-o" s,110 Ibs. 2 Ton Swift Lift 2x3 CATCH BASIN • Custom Hole Size&Location Available. 3'-0" 5,163 Ibs. 4 Ton Swift Lift ALL INLETS TO BE E M P/C H P ModeI:2X3-CB 4'-0" s,688 Ibs. 4 Ton Swift Lift MANUFACTURED SINGLE TYPE 13/16 VALLEYINLET INLETS 5'-0" 8,213 Ibs. 4 Ton Swift Lift DOUBLE TYPE 13/16 CURB INLET s°-o°° s,738 Ibs. 4 Ton Swift Lift WITH 18" SUMPS nnode�: 13/16 SNGL-VLY N.T.S. N.T.S. Mode�: 13/16 DBL CURB N.T.S. D 2' X 3' CURB INLET E 2' X 6' CURB INLET F 2' X 3' VALLEY INLET P:\TOV09004\dwg\Master\Phase 3-Plaza\DETAILS-Plaza.dwg,4/6/2012 11:41:20 AM,Wadey MARKING TAPE TO BE PLACED 24' ABOVE TRENCH BACK FILL�` �, TOP OF PIPE —� ', /`� �� /��j/�\ HARDSCAPE OR UWDSCAPE ��(�K 1 i'�, ALL BEDDING MATERIAL MUST BE �j� 'p p;:.:.: ...°:.: - '>...0 O %% � \ � � � \ � , _�(��_`� `- V■- COMPACTED TO DISTRICT /��/ p 0.�:.:. :..:;.::.�- . _ , .�`�1 _ \�f\/ . � \ � � \ � STANDARDS '\/ o Q i'�j N ? . BEDDING �\� ' % '- � SEE GEOTECHNICAL REPORT FOR � \ BACKFlLL RECOMMENDATiONS �/6/i� « MATERIAL /�� :.: : , ��'� �' : \/� � COPPER \� ' �� ,` '.�/\ BEDDING - SERVICE / • �A LINE �\i .',�.._o� ''�//� ZONE � � ;y` .. ; ;j� PERFORATED PIPE 2'-0" Min. CLAY DAM TO FORCE FINISH FLOOR '1�� '�'e � ��; : . .`: �% WATER INTO SOUD PIPE DRAINBOARD (MIRAORAIN �QF(� ./ _. '.. . �,�,\ I � , UNDISTURBED � . .... ..... . f�/�� 1' soi� j, : ,, � MIRAFl 140N 1„ 12" MIN. BELOW 6000 OR EQUN.), . . . �. ._.. . �._. � �� \ o b �. a ��' :._ -.____ - SOUD PIPE STRUCTURAL PLANS ALPII�IE �� o�o ��o � o V/� � . 1 FlNISH FLOOR � i// b.od �. , .: o 00 �//, � ___ ,' / � �2 18» ��\�/ ,%\i/\�%:��//.?%/�� j�///\/�%' FOR HARDSCAPE AREAS - ' / LANDSCAPE AREAS 4 � � � a � CASTIRON D&L CLEANOUT FRAME NO CLEANOUT FRAME IS � � � � 6" MIN. AND COVER (H-8028) W/ REQUIRED, INSTALL CAP �"'---- -- -_. ._..___ �/ � Flo�� - 4� PERFORA7ED RIGID PVC ENGINEE�ING IN�. PIPE SUB GRADE 6" 6" - "CLEANOUT" ON COVER AT GRADE (OR APPROVED EQUAL) � - -- 4;;- - / �� / �j � � �, SLOPE SHOWN ON PLANS. ��': SERVICE STUB—OUT BEDDING THREADED PLUG AND � APPROVED CURB BOXES CAP LABELED FREE DRPJNING 3/4" "CLEANOUT" WASHED ROCK, WRAPPED 6' S7EEL FENCE POST- 3/4" WASHER ROCK CONCRETE IN FlLTER FABRIC (MIRAFl r�� r�'•,� 4 � f''�5 f `I �' Ii� � FOR CURBSTOPS UP TO 1": PAINT TOP 1' OF POST BLUE MUELLER H10314 WITH 89982 LID WITH 1" SHAFT OR PR�PERTY LINE �R FOUNDATION WALL �4pN OR EQUIV,� I � � � I I ' �T I� ��I � McDONALD #5601 WITH 5601L LID EDGE �F EASEMENT FOR CURBSTOPS LARGER THAN 1": R MUELLER H10314 WITH 89982 LID WITH 1° SHAFT AND CLAY DAMS TO BE INSTALLED AT DEPT.OF PUBLIC WORKS MER 6500 SERIES ENLARGED BASE # 144809 OR ALL CONNECTIONS OF McDONALD #5603 WITH 5601L LID 4. PERFORATED/SOLID PVC PIPE. VA L,CO$O�R�DRIVE t:970.479.2158 �%�'�,��ci,�'�� •v; •• • , � ° ., � . ,� a� � � ' � ENGINEER 34510 U.S.6 UNIT A-9 18' MIN 2' BO 3PECIF CATIO NSACT EDWARDS,CO 81632 24' MAX N.T.s. N.r.s. t:970.926.3373 ��-9�' COVER FOR C CLAY DAM MARKING TAPE TO WATER MAINS E FOUNDATION DRAIN AR HITE T PO BOX 8258 BRECKENRIDGE,CO 80424 BE PLACED 24 t:970.453.5878 ABOVE TOP OF 7'-9�' COVER FOR PIPE OR ANY 10 GAUGE INSULATED COPPER WIRE SERVICE LINES �4" PVC PROTRUSION SHALL BE INSTALLED WITH ALL PIPE � ° � ° a e o a o o a o o � � ° a o FlNISH GRADE 3507 RINGSBY CT, STE 117 o �\DISTRICT APPROVED � ° , TAPE CONTINUES TO o COMPACTED BEDDING o 0 0 o BUILDING ABOVE COMPACTED ON SITE MATERIAL t��.303.292 g38880216 �� SERVICE LINE ENGINEER 110 E.BEAVER CRK BLVD. 10 GAUGE INSULATED iii 4" PERFORATED OR SOLID (2) 22-1/2' ELBOWS � 1 STE 202 COPPER if2ACE NARE PLACE 3M LOCAIING DISK DRAIN PIPE (SEE PLANS OR 45' BEND I � AVON,CO 81620 4' TO FINISHED GRADE FOR INVERT/SLOPE) � � TAP AB�VE SPRING LINE 10 GAUGE �F WATER MAIN I � t:970.949.6108 INSULATED COPPER \ <10-2 ❑'C��CK P�SITI�N) TRACER WIRE TO BE + � RUN CONIINUOUSLY ENGINEER 1169 HILLTOP PKWY CONCRETE BLOCK BLIND TO METER WITHIN � BEARING ON UNDISTURBED SOIL FLANGED STRUCTURE FROM cV � STE 206A 0 0 � , .'•p .•a � � CAP MAIN LINE TRACER � � � STEAMBOAT,CO 80487 /�� WIRE � FLOW �� t:970.846.7970 � � a �• , •• o� � � � � ��/�� _- � // ��j��/��j��j��j��j��j��j�j�j�j��j��j�� j��j��j��j��/��j��/��/��j�� \��j/�//�\//\//\//\//\////�//��j/��j \��\��\� �\�\� � - _ / : _ CLASS 6 �� D P.O.BOX 2117 �° ��ROADBASE OR cENERa� No�s APPROVED EQUAL � MILLS,WY 82644 Qp � � // INSTALL #4 REBAR ON t:307.315.8054 �EAGLE RIVER WATER & 4� PVC STORM \ � CHAIRS, AS SHOWN� TO 1. CURB STOP TO BE LOCATED AT THE PROPERTY LINE OR AT THE �� SANITATION DISTRICT WYE WITH 45' ELBOW � r.� / INTERLOCK ANY EDGE OF EASEMENT-WHICHEVER IS CLOSER TO THE MAIN. (ALL BELL FITIINGS) /�\ �� POTENTIAL CRACKING 2. SERVICE UNE CORP. STOP TO BE TAPPED AT SPRING LINE / �.. OF WATER MAIN. WATER SERVICE / � \ 3. CURB STOP AND RISER ARE TO BE INSTALLED PLUMB AND LEVEL, STUB �UT � � �...\ � AND VALVE SHAFT EXTENSION SHALL BE INCLUDED AND CENTERED. SCn�E� N❑NE DATE� OL-OL-OG PROPOSED SNOWMELT � / �� 4. VALVE SHAFT SHALL BE EXTENDED TO WITHIN 18" OF LINES � � � �\\ � FINISH GRADE OR LID OF VALVE BOX WHICHEVER IS HIGHER. �asr REVisEn� 10-02-03 W_02 �2� 3" MAINS (RE: MECH.) � � �'�, � �� APPR❑VED F❑R YEAR 2006 ----------- ___—.� �'.. � \ O Water S ecifications 69 ��y �~\ \\\\� � � V�/� N.T.S. p N.T.S. N.T.S. ,,��,�� I�''��.� I \�''�. � � � �� V� �� ,4 WATER SERVICE B CLEANOUT D PROVIDE CONTRACTION I; �°�� ,' '�., �-' , �� j � O JOINT TRENCH JOINTS AT 5 O.C., PER � � �' '':� / . \ '� � '� DETAILS ON SHEET C011 ' I� •-''� ` \ � � � L• •'�� .� \�� O �1/4" BELOW SURFACE / —————�� i:.�''\ � � � �^ ^ � ' � A � ( . `. � / �,.. V J LL SIL�fGONE • � I I � ; � `.� � -1--+ \ S�A�ATlT �; � ��" � � � � � // ,� �� / �� ; r � .� ; � � , ; y� �`��, — N � = ,� � , � ; , ��a �� , � , U ca ca �C T . � � '" °.,i ; PREFORMED� \ I � / \ `�. ^ � � i �JOINT �� I / � \ � LL, � PROVIDE CONTRACTION <�� , MATERIAL " �. —————�___ � , CCS O ' /1 � �� JOINTS AT 5 O.C., PER PROVIDE CONTRACTION �s� � . H°� i I \ /�� '� - � > � 0 � DETAILS ON SHEET C011 JOINTS AT 5 O.C., PER 1/2 � � �� ; � � DETAILS ON SHEET C011 EXPANSION JOINT � �I � 1 V� � � I INSTALL #4 REBAR ON � I i � � � NTERLOCKSAN OWN, TO SAWED �, SAWED OR TOOLED � I � I Q �^♦ i W i CONTRACTION 3/16" JOINT � U \�;�, POTENTIAL CRACKING JOINT, TYPICAL ��'`� ~I I~ � ——_��I � '— � � f � � . • , a �--___ � ._\ :. . '� 4 Q I � � .\ :1�•♦ ■��■ ' . � � � I � � � ^+� , � T�3 �ILIC NE JOINT � ! 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INTERLOCK ANY i � ; - �3.2.12 ADDENDUM 1 `.� \ / � � �'� T/3 � `°° a.'° ° ` , POTENTIAL CRACKING �� i o 6 4.6.12 100/o CONSTRUCTION DOC. � \ \ �/ `. \� ��\\ �� < � _� �� I � \� �/ - � � \ � � I �� \ i �, y �e a e _ , \.\ / � � � �� \\ % � 3�8" 0 BACKER ROD ` � f �� / \ �� Received / d � a ��'�` � �� 1� � � B L nne Cam bell at 9:42 am,A r 11,T012 Y Y P P ` �i� �� \ �� ,.� � ,, I �; '••;h� � rowM nF vni� ` �. � � / / I � , ,. . ,• � `, � / � � � �� ,�� ,�� SAWED CONTRACTION JOINT ;� \�..._._._.__ � ____ I+/,,••i� � ; � �x� / 1 �� ;;�, �: -- ;7��: ..........::- ,— �� ` I � � '� ` � / 1 � � , I : :/:: • ,.�� / �� / I � >(� \\ :`�� PAVEMENT PAVEMENT � I \ '. : ' '� : •''��/ � � \'` // �/�� I 1 �� %� °° ° I � \\' ;'�'� '; '�i • / � � D R A W I N G I °° ,,- � � � ,�� a � �; ,�: ,. ;�� '�,, � �—-1-—————� � ;;:� • � e a �#4 �TIE BARS, � :�;�;' .,.•� \ \� T I T L E : � `, � � I �� ,.,%j °' �3Q" �CENTERS � � �`'�/�''i� � \ �_, � � I 1 ,�,' T a� � � ��\� � � \�. � 1 � �',/' 15 �5 � ; I -:�- 8 r/2 ----1-------�-- � �. � \`�. / I � ��=-� 'e � � a a � � DETAILS ";�y � ��..` ,... � 1 ,.- �� I � \ \ CHA RS. AS SHOWN��TO I �.� - i LONGITUDINAL � � � __ -'�-�' INTERLOCK ANY j �� ' - - -._ _. _.- - ��..� CONSTRUCTION JOINT � � � � POTENTIAL CRACKING Y �' � � � ��. � °-�_-- --_.1_------' . G • SILICONE JOINT I � 1 '.•�� LONGITUDINAL ��'�" � SEALANT � � .• " LONGITUDINAL � ;� � %. � CONSTRUCTION � � � �,�a° . •�� -��" coNSrnuc�oN D R A W I N G � � �„, � JOINT WITH TIE �,\ BARS, TYPICAL a a �� .•�;,e~ JOINT WITH TIE � , . , � d a `��.�w BARS, TYPICAL N O : - -- . `�„ � ';:_'� `°'��.� e , a < �eo � ° _ _ _� Z' `' i" MiN. , � 4" a a. INSTALL - - --- - �� EXPANSION JOINT _ ___ — a EMP/CHP �— — _ _ � � � -- � �� f� a °. AGAINST EXISTING � � — _ _ ° °a CONCRETE = , — _- -__ �:� �' J0INTING PLAN— EAST MALL PLAZA a� a� � a a da � �a . . , . . . / � d . . ' . � 1(2"a4 BACKER ROD � I � i� • 1 �� — 1 � e SEAL AT � — . 11 = �:: _ : � _ J0INTING PLAN CONCERT HALL PLAZA SCALE . 1 10 �F,�G�� .. ��. I S CAL E . I I O CONSTRUCTION JOINT�1 K�2. . _- F..l . �x r, _ -,.. �... x . 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PT '� ,�- � t:970.949.6108 �. � , I , � �-� STRUCTURAL ENGINEERING DESIGNWORKS � � �_ � �;�S,�S� �� -� � i ENG�NEER 1169 HILLTOP PKWY � � ,��- � ��.�� - � ��.I�e�' STE 206A " �� ,�� ,�-�� MAN �� /' STEAMBOAT,CO 80487 �� ,�.� , � � � �� r��n Ra��n�n _ �,�,� ��. i 1�� \� IRRIGATION WESTERN HERITAGE � � � �� . !-� ) DESIGNER P O�BOX ZN�&ENG �� ` _----- '•• ;i' .� MILLS,WY 82644 �"'� �, � � � — � � i i . ----- -- � UMS ` �- --------------- : � � , -�_ .� ;;; , � > t:307.315.8054 :�� j � ,� � �,� l �� / � /��j� �� . � � I 1 � � '`}r-�` �� l /'—;��i�� i� �-/ � �� j -r�`, �„� � /� i � � .. � �� "� .,. , . . f y �I �� \ � �� : � I /%/ T T �r. i1 1\ � � � ,Y, " � i �" I \ // / i/ � � ; i �. � ; � � ' � ' �i p C� 1 '` �\ ; ; ,� •.E--• � V J / � �� i ` � \ � � � V � � ' � � .� U � � , � ��\ � � � � �-� � N N O � MAN � � �'�. i' j i � ��-f � U ,� �� ------ M \ �� -—� \\ W O '�, ,% / / � �"'�/� L _ i � \ '' ----� �, `� }�+ r1 -— ( / � � `- W `� � LL (Q \ , �!ti._-�� / ''� L � � � ti � � 'j � ;�' � � n1 — /� VJ _ � 0 ,� � � 'ca ' , ;% � ' � � �,t a . // '; � `� \ . � � yz �� :/ � � ��.d�- � �\ . . � %/ \ /' � � ��I O i� � \ ____� ., ., . . _ � � . _ ��_____� �� ' /// � � Z � � - ;� , �� ; �� i ',� � � , � i � � � ` � i i •\ � i "� � � �. , � `� _ ii � � `�� i i � � 0 . � � �� :__ ; � � ��, i i ; '. ,�-,' / � „' i J V � _ � � � J�� _� r � _ _ - _ � , ------_ - _ �_______ � � ___�� i ` `;.� }• �� `� ''� �✓ (n O ` � � U ; ��! ��-.''�� i �� , . . . . . 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EDWARDS,CO 81632 I x a 4� _ � r ______ �� LANDSCAPE MARY HART DESIGN LLC ' EXIS7ING ROCK I 8152.3-� � � � � TONREMANA� ARCHITECT BRECOKENRIDGE,C080424 � 8152.2 �' �' �,� , � a . ' A_ _ PROPOSED \ EXIS7ING LIGH'iED BUS t:970.453.5878 LANDSCAPE � �� SCHEDULE SIGN, TO BE � 4 �, ;�_` � � g� RELOCA7ED PER 'iHE ARCHITECT 4240 ARCHITECTURE INC � I a __ ; L � DIREC710N OF THE TONM 3507 RINGSBY CT, STE 117 �,� � I �LLL DENVER,CO 80216 4 EXIS7ING I i L L � . �° CONCRE7E STAIRS, t:303.292.3388 �� ' � L L , •�� TO REMAIN ENGINEER B OAE.DBE VERZCR OB VDNG. I � 6 a � ='' 4 LLL L\ � STE 202 \ � "� � �-L !*`� � AVON,C081620 k � � Ja �,q�,��np�,� '�. 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MasTURE ' � ° , SEAMS TO BE INFRARED . � _ � � � � - � � S CONDI110N AND PROOF � � . � - ' O � �C ROLL BAS'ECWRSE. , � - - =--- = - _-__-. -- --_- �!, � L , 4s.2' Ra�u►c� coNC�� ro r - ; � � I I � 48.0� MATCH"`fXIS71NG q2ADES. '� � I �� '' �� cariPncT. Mas�ruRE ' .-y � ; I � SEE ALL DETAILS ON -I V � , , . CONDI710N AND PROOF I �< � � 4 8 '�'' 48•5 R O LL B A S E C O U R S E. j I , _ _ � S H E E T S E M P-C 0 1 1 & �--� � I I � d REPLACE CONGRE7E TO - y�. Cn y� `� , s. � ! � � ':, EM P C012��.- ,�� N° HEATED " ^ qag,� MATCH EXIS7ING GRADE \ � � � : J aa � � , C011 GONCRETE 48.� , � �_�_- _e_ _ �= , � 8146. `� , j OBTAIN PERMISSION � o r • 7RANSI710N CROSS PAN �0 PRIOR TO q2ADING ON a �� CURB dr GUTTER OVER�5' � AD�INING MONTANEROS � INSI'ALL UGHT ,�t=' , � � 8 PRIVA7E PROPERTY � � ROPOSED ASPHALT y POLE. RED `` ° � �, � , PATCH, SEE SHEAR / � CHP E-100 �� =� � � STEP DETAIL, TYPICAL � y � � � � �, � �} ° TAPER VER�ICAL 47.6' REMOVE EXISTING EMBEDDED , ° �. CURB TO FLAT ' 71MBERS AND CONCRE7E. R E V I S I O N S / f ° ^ �` �, PAN OVER 6' 8 47. \ REPLACE TO MATCH � � CONS7RUCT"25' CONCRE7E t . a. PROPOSED SNOWMEL7ED N O. � / �� CURB AND GUTTER �� _I_ PAVERS TO LIMITS SHOWN , . CONSIRUCT CONCRE7E `�i d I � � DRIVE. SAWCUT EXISnNG ° � �; - °�-`-�` � 10.24.11 DRB FINAL SUBMISSION ASPHALT BACK 1' TO FORM a Q �gp¢ .2 f , ' INSTALL UGHT 2 10.27.11 DD PRICING SET � �� P�-'°`� �� c ' POIE, GRAPHIC SCALE 3 11.7.11 100/o DD SET , PATCHBAqC ASPHALT , THERMOPLASIIC CROSSWALK� a � � � U?11JZING A SHEAR S?EP � STRIPIN� (�RIND TO INLAI� G 47•Y` _. - /� RED CHP E-100 I ,/ ,/�, � 10 2Q � 4 12.2.11 60%CONSTRUCTION DOC. a � j , a a 8' x 2', TYPICA� ° ��`y / � 5 2.15.12 BID SET j � ° a Q f `' ��-�-,�-�� ' / ' = 6 4.6.12 100%CONSTRUCTION DOC. / - a ,� �i -. � - a �' \ i 4� 4, �/�, _ j j ` � � 404.6.12 CHANGE ORDER 1 / _ . �� °°, SCALE� 1'= 10' ! _ z4� �a � �� 8146.� .F TBC 1 ,_�. � W 47.6 �, 11M6 TO D�S11NG 'j�/ I �� d 4 I -, }\ 47.a� f +BOW 46.�� / � Received �.�/� . Q 4 - d � 4 . � � I �t //�� r��N �F �a� ByLynneCampbellat9:42am,Apr11,2012 , � �-'' - "_ `� �� CON7R OR TO DESIGN CONSTRU T LEGEND / / C O N S T RU C T 2' C U R B � 8 1 4 5 -F, T B C y � / � �, TAPER FROM 6" TO ZERO i - , �e �,p' /�� 6 TREA 71M8ER RETAIN NG WALL 2 (BOTH SIDES OF RAMP). � d l �� 46.4' FT�fALL MAX.) MATt�i EXIS7ING PAVER-6"X9" CITY STONE PROPOSED � � REPLACE GUTTER SEC710N ';''� � a � �� +BOW 45.5' �RETAINING WALL CONTRACTOR TO � (60MM THICK) � ASPHALT � / /� {%' � 81¢¢7 814 • � °� �- SUBMIT SHOP DRANANGS FOR TOWN S PAVER-4"X8" VAIL BLEND / ' i , __ .� EVIEW PRIOR TO ONSTRU 11 � ° = CONCRETE D R A W I N G HOLLAND STONE 60MM THICK) m T I T L E : ; ,,� 44 3� 4 _ � � ; , �. MONTANEROS � �� _ , � � -- x /� � 81¢��, �j- � L�, / ,� �� - MaN EXISTING 475 f EXIST. SPOT ELEV. 8145.8f '° / � �� //r// �, -I-��/ /� - - \ SNOWME�T MANIFOLD 47.1'+ PROPOSED SPOT ELEV. , CONDOMINIUMS � EXIST. IRRIG. VAULT G RAD I N G � i � �/ ¢`�8 x � � TIE INTO EXISTING ' � � �` �aasnNC cuRe / �; �/ WALKWAY AND 11MBER WALL \ -a- SIGN � EXIST. WATER VALVE � q/T1ER / �' + 8143.8 � 145.Of �'� � EXIST. STREET LIGHT � FIRE HYDRANT / / . � EXIST. STORM INLET o P LAN S SEWER MANHOLE � � e I �./ EVERGREEN TREE / � ;' 41y�,�s � F CONC. ADA RAMP /` _..._..._ F�ow & F�owuNE /� �� Q� '��'yc � y'(�� C011 (TYPICAL) � 8160 EX�STING CONTOUR � � + � � � � � � � EXISTING STORM SEWER i/ ,� _ MATCH INTO EXISIING D R A W I N G / WALKWAY ELEVAl10N ___ - ELE ELE- EXIST. ELECTRICAL LINE N O : � ,. .. �/� I �J•�� } ;<4S G�D��- EXIST. GAS LINE j' "` f � /&.'� \ I / _s'L T�'L- EXIST. PHONE LINE � I ) - '-' �' f ' - - - �i `� } � � � - SEW SEW- EXIST. SEWER LINE � � -- - � - WAT WAT- EXIST. WATER LINE i � - / - / / �` / } � - Ews Ews EXIST. WATER SERVICE / � ,/ „ \ EJT EdT EXIST. JOINT TRENCH � r�r , � / � � � -�- EES Ees EXIST. ELEC. 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JOINT TRENCH h �, � � IRRIGATION WATER METER PIT `� L� EL �-�-�. PROP. ELECTRIC SERVICE � }, U A w � `�, ��.. E ^♦ / � � � � � a �'\ .."�,L, : a . �/ TEL� TEL / ELE/ ^w-^�-wr PROP. WATER SERVICE � ^ �� O T ' ,� • 'e e. EyE rs—w—w PROP. GAS SERVICE � Q w A \ � • �� L ELE� � �� _ I TE � PAVER-6"X9" CITY STONE PROPOSED ^ I � r � 1 W h �' .a-` � �l •• . I TEL 60MM THICK ASPHALT IJ.� � ,a � a ;�o EL� � � ( ) � � � CCf � W � I �O � � �� I T �LE ��Jl� ' PAVER-4"X8" VAIL BLEND U }� � ' CONCRETE � N � � ' � � � L— — ELE� HOLLAND STONE (60MM THICK) d• _ I � 4� � — I TE I W � _� �' — � �'L— TEL � ELE� M�N SNIOWMELT MANIFOLD ¢75 f EXIST. SPOT ELEV. U � W �(� �, w � � w � ELE� ELE ,� � EXIST. IRRIG. VAULT 47.1�+ PROPOSED SPOT ELEV. � � � � � Q L�, � ELE � ELE h j � ELE ELE � SIGN � EXIST. WATER VALVE � O I `�, I z� EXIST. STREET LIGHT � FIRE HYDRANT � � I w �, � I a � � vi a � � � W I � S SEWER MANHOLE � � w W \ � EXIST. STORM INLET O � _ � �j �s � � � W J � �. h � _ _ _ _ _ _ FLOW & FLOWLINE EVERGREEN TREE � � � I � � I � 8160 EXISTING CONTOUR � � � W I � ._ a� v�a � � \ W �■■■■■� EXISTING STORM SEWER U , I �W W � � � , � � Y J � � �f I N�,R-rH pA � EXIST. ELECTRICAL LINE �'^+ O � � � - -ars—srs—ars—ars— I � V! � ww V � I —c�s—c�s—c�s—c�s— EXIST. GAS LINE I (A Z 1 � IW U W o-r c� � O � a� � � � w ` I —rai—rsi—rai—rri— EXIST. PHONE LINE � �j � � �J W � EXIST. SEWER LINE � � —sa�►—sa�r—sa�r ssr— � a�v I � —�rAr—w�r—w�r—s�r— EXIST. WATER LINE I � z I a � N I a I —�—�—�—�— w EXIST. WATER SERVICE 1 � � � � w —�—�—�—�— EXIST. JOINT TRENCH 1 �I I � —�S—�S—�S—�S— EXIST. ELEC. SERVICE R E V I S I O N S � � I I a I Iw � \ � w �'� w CONTRACTOR TO ,- 2 10.27.11 DD PRICING SET �I � I �' ADHERE TO ERW&SD ``i� 3 11.7.11 100%DD SET I 4 12.2.11 60/o CONSTRUCTION DOC. � w � w � SPECIFICATIONS �4�, 5 2.15.12 Bio sEr � I � - r� 03.2.12 ADDENDUM 1 v�l � � �' 6 4.6.12 100/o � PROPOSED ASPHALT � i o 000 �/ w ° CONSTRUCTION DOC. w PATCH. SEE SHEAR STEP '� DETAI TYPICAL � ° o° I �4.6.12 CHANGE ORDER 1 w �. � � o w A � �. �� w i w AT��. � Received I W � �� I � F" T � TO WN Q F VA� By Lynne Campbell at 9:44 am,Apr 11, 12 � �I � w A �I � I \ � w I T -� `�� Z / PROPOSED T E L w � � w ��.. � ELECTRIC SERVICE I � - �3 2 w W ,-I O FROM EXISIING � TE D R A W I N G � �, TRANSFORMER TEI� � I � s = ».o� = m / j" TITLE : � 18" HDPE ' ` � TEL � w � � a � � i r.'a� a a � � / TEL � w w TEL _ UTILITY I � � � H Q w L/ � PES I f �� PES � � � ; a : - � � � � PES � PLAN { I I PES / �� /� � I, � � \ . ti � � PES � PES � � TEL � 1 4 `_1_ � � TEL � L PST-8 2'x3' INLET FL � PES � PES — T�,�� I �Z __ ELE ELE � � ` `. RIM = 8161.86 �i PES ELE �� / INV IN (N) = 8158.36 � ; � F, ,� LE� EL TEL� . . � -" \` � � D R A W I N G INV IN (E) = 8159.75 '' W � T�' ..�- I � INV OUT = 8158.16 � EL � N O : SUMP INV = 8156.66 I � � � I I �, I _ � — — � � � � � ;i' � _ � — � � � � � � — — — �� _ — — — — x ' I I I� _ � � � � 1� � � � � � � � � �-, - � � _ - - - a , _ _ x � � � - - � — P:\TOV09004\dwg\Master\Phase 3-Plaza\UTILITY-LHTC-Plaza.dwg,4/6/2012 11:38:07 AM,Wadey V � �p �u� � ��A.1 x 'II ��,.., u ';� � �� I X � ��', � � 6 �v • � �-/ / � . �� •,;� ,� �� , ��% ••�.�.e.�• � , . '�o�c,�� K r�, ,, ; ------------ ��.PII'�IE ; ; x `�' �o �I�G�NEE�Ih�G INC S ��'. O � ;, �kw� ,,, [�, I_ _�} � • �� 1:.',, I°k �� I I r�5 I 1 L� —�'I � �� OWNER TOWN OF VAIL DEPT.OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL,CO 81632 t:970.479.2158 CIVIL ALPINE ENGINEERING INC. ENGINEER 34510 U.S.6 UNIT A-9 —� �\ EDWARDS,CO 81632 �;- ----------------- t:970.926.3373 � ;� �• RCHIT CT PO BOX gR 8DESIGN LLC �.. .. � �% �� BRECKENRIDGE,CO 80424 ' t:970.453.5878 ARCHITECT 4240 ARCHITECTURE INC x 3507 RINGSBY CT, STE 117 � DENVER,CO 80216 , O ` t:303.292.3388 � \ MEP BEAUDIN GANZE CONS.ENG. \X � ENGINEER 110 E.BEAVER CRK BLVD. �. � � j- y,y STE 202 AVON,CO 81620 �---\ �. /�,\ t:970.949.6108 \ STRUCTURAL ENGINEERING DESIGNWORKS __.__.---------_- \ �. �� \ � ENG�NEER 1169 HILLTOP PKWY \ � \ I I \ \ � � STE 206A STEAMBOAT,CO 80487 i �; i �, \� \ � _ _ t��n Ra��n � � � _ — IRRIGATION WESTERN HERITAGE I � I � � \\ j — — — DESIGNER CONSULTING&ENG �� . P.O.BOX 2117 � _, �� MILLS,WY 82644 ;�; , � CONCERT HALL t:307 315.8054 '� ` � CONDOMINUMS � ; ; , �- � , , I I j � � i � � I I ``\ I \ I � I \\\ i � D \�1� \ z j � '� � � � � � � � � i i `� —_J U i � �__ � N �--� I ! � �� _— � � U i � �, � � .N O � � o I I ' � L L , �� - � � ' ^ ^ — I � J 'i Da 0 I j -- ; t,!J �� I � ' ` V (a � � I � N �' !� _ � - !� ' U CCS � -c�5 � i �---- � � � � � ca � o , � ; i � � > i i ; C�3 O � � i �--- � _ � � �---- ; o � ' ! i ; }, � � / i., � � � � i � � 0 S � � � c°_� , ; � —I �__- , i ,�—, � i I � / � I� L__J• . . . - ' ' : : : , . : . }+ O /� � • - �• . ..� • Q ' } . � . � � � � . � ♦ . d ' •• � ' • V ' �� . a � � � , •. W d � � �j � . i' : ,• . d��., ,, `` ` � .� °9• ',• , �•—�-� id �\```` I — .. ..� III 'Y' / ``=� _ . � - .� • I� � ' •• � i .. . '�. •° I � ' �'� REVISIONS � . � N0. j ^ � 1 10.24.11 DRB FINAL SUBMISSION j : • 2 10.27.11 DD PRICING SET � �. �,• : �. 3 11.7.11 100%DD SET ° ° ?� 4 12.2.11 60%CONSTRUCTION DOC. � . . . • � 5 2.15.12 BID SET %� ��=�� '. � '� " , . : -�� GRAPHIC SCALE 6 4.6.12 100%CONSTRUCTION DOC. � `\ ' ' a•��° : � � •� , , •::� 0 10 20 40 Received � '�� \\ � ' � : : TO WN 0 F VA!L�1t By Lynne Campbell at 9:44 am,Apr ,2012 // ♦. . d • ° /i :, :' • . � SCALE�1"- 10' .' �j` !� . .. •,• /i' � �/ �. .°� � � ,� 0 - x/ MONTANEROS D R A W I N G ,� �% � x� CONDOMINIUMS T I T L E : ,, x� LEGEND '` HARDSCAPE �� x/ ��. x/ � ASPHALT �� PAVER-6"X9" CITY STONE P E N ETRAT I 0 N /./ �./. / (60MM THICK) �_. / + � HOLLAND STONEAI(60MMN�THICK) P LAN / � } MAN SNOWMELT MANIFOLD MAN MANF OLDOWMELT D R A W I N G � � � / EXIST. IRRIG. VAULT N O : / � � � / � WATER VALVE —� SIGN � ) � � � � } 7¢C STREET LIGHT � FIRE HYDRANT � j �` � EXIST. 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' � ! � f STE 202 �� t 81 45 �.r �; ��, } �'�' ��/ avoN,CO 81620 ► \ ,� � ,, , , d i 1 � ` /� /� /� /� �` t ," � t:970.949.6108 � 1 8145 �� /�/ ��'��/ ,� �� , ENGINEER 1169 HILLTOP PKWY � 1 � ' ' .f � STE 206A i 1/ �'� �'� / ��f STEAMBOAT,CO 80487 �. � , ,'� ,/ + �� t:970.846.7970 . ,� ; � � x � i � ,- � � � /. ��'� �� / �` � ' DESIGNER CONSULTING&ENG ' / P.O.BOX 2117 _____� ! ,�} � j' �� -- � � + , i ��' /� ��r �' � MILLS,WY 82644 � a, , �;, _r � � S i �� ' �� ;, t:307.315.8054 _.__-_.._�_ � '�� '�/ + ��/ , � �1 +/ r� °� � .� � � HAI INK TREE PROTECTION ��. � FEN G, SEE DETAIL +/ �� • , I � �� 1 x �- , �� S � . � . � � ,; , x� ,, , �: a� � �� ` 8143 , ; � � i' ` � � � � I � � i i ; �/ :: O � , , ,., � . 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I � o � i, ��'��,� �� , " '� TEELSUPPORT � � � , 8141 � _ _ , y __ � �� ,-� � , / _ , _ > �..�..� . , -__ , . , ,, _ , _ �� , �. � � --— ------ -- T.---------°—----,�.- � � » / ,'" , ' -- i / �� 1 � \ � i � � \. — 'HT CHAIN LINK i � � �— \ _ \ ' ` / \� ��\ " � � FENCING-TEMPORARY __— � '� i � � i PANELS . � � � � , . � , . . I .- ;"l , � / �� / � � � �,_ �"'� s, � � / / / ; � ,,�1 � ti � ,_ �- �� ' --- � � ' '`- � �`. � , � /� � � EXTEND FENCING 50�'/o BEYOND DRIPLINE WHEN �� ,y;' � 8141 . - _ 8140 , � , � / � o REVISIONS � PROTECTING A MATURE SPECIMEN TREE � ' '• / / / K � � � 1 ° � ' . — > � .:..; - � `., -°—.� � �_ DISTURBANCE \ , 4�, / / i i =_ � �r•: � �� o i a ^ \ � *NOTE LOCATE PROTECTNE FENCING AROUND ALL NO -__°°° -. , ,. � = � �:�� " _____--- � EXISTING TREES TO REMAIN AND LIMIT OF 1 10.24.11 DRB FINAL SUBMISSION � � � . ` -- � q T--T�� ' '� ' °"' � ` ` /� 2. 10.27.11 DD PRICING SET � ' }I��/ ` 3. 11.7.11 100%DD SET ��s�_ d � �� I � � � d � � o , . TREETOPS 4. 122.11 60%CONSTRUCTION DOC i�, � � � . Y CONDOMINIUMS \ 5. 2.15.12 BID SET °,� 6. 4.6.12 100%CONSTRUCTION DOC - .;� PLAN ELEVATION , . . _ , �... �•..: � I Received , e - � . , .. - . . i � i � - I�'�' %��: PROTECTIVE CHAIN LINK FENCING SCALE:1 z��_��_o�� II, � •� . . TRACT G / ' � � n �o eo�e ,rrkovv� By Lynne Campbell at 9:44 am,Apr 11, 12 TOWN DF VAlt l`� a `�°'- � 8 � - - � � I';' — -- ( HE VAIL ��RP.) , � - � _ � LANDSCAPE LEGEND �'�� – � � �� . '''� : � -� . � � � �� EXISTING TREES TO REMAIN OR BE _ � � � D R A W I N G , � � � � ,!'' �� ' i �� ; ----' —��1 �_ " O -- -.�� ._.._. _._.__.�._._.., . � EMOVE , SNOTED � _ � pv ��L%�JrZ�.a--. 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B&B IN PLANTER � �� LO � i � � � � �� '�� `' - - --� ' � w `� w �� O Q TREETOPS 4 PRUNUSVIRG.SCHUBERT CANADAREDCHOKECHERRY 6'HEIGHT B&BNURSERYGROW � O �� o ° O o ��' ��'�� OMINIUMS SHRUBFORM � U . _ _ . , � - - _ __ __ � : o ., � �_, COND o IL �� _ � 78 RHUSTRILOBATA'GROLOVV' GROLOW SUMAC 5 GAL. � � � � - � � � � � O� �,� 8145 ,,�� e / � �. � e O �♦ � O 53 ROSA MORDEN BLUSH MORDEN BLUSH ROSE 5 GAL. 0 M I N I U MS _ - � � e O � / ;;; 38 R05A GLAUCA RE�LEAVE�R05E 5 GAL. , ;�: �.� �� • 0 / ��i � .�_� �� >� � ,, � , �� O � e 6 SYRINGA VULGARIS LILAC 3'HT. B&B � �� h� � �� R E V I S I O N S � � L I DA ': � � �� O -- - �2 ORNAMENTAL GRASSES N0. T i`�' i g� 4� J I E :� � � � ' � �1 , cA�MA��osTis 1 10.24.11 DRB FINAL SUBMISSION •- �° w °� ,., �,�, � � -� / 50 FEATHER REED GRASS 9 GAL. FULL SUN � s , � � � ��- - ACUTIFOLIA `. •_ _ +• •a� e ,;.. ., . ° " � 2 10 271 DD PRIC NG S T . . . 1 I E � ,� �. .� W �r. ,� � �' �. O � �f��`� � � / 3. 11.7.11 100°/ DD SET � , � .v w .v W W � ��✓� ,y � 72 SAPPHIRE FTN BLUE OAT GR GAL ULL SUN e e «� O I O 71 � / ° ,� � ',° ' -'e�s'�, ty-�•.•�,:r.v-: ;n � ' \` � �� U SEMPERV RIENSN 4. 12.2.11 60%CONSTRUCTION DOC , . STEEL BED :. . q ��• �ti .�,� - �, v a W i W W W� °Y+,�.>�;_ �!f �...'4:. `ay`i\+i:??'?4� b'� S.MY;2`t I .� � , � � F -- � �,1 L303 � �° � � � W W � W W � � e e � V � ��\ ' s A \ 6. 4.6 122 B 0°o CONSTRUCTION DOC ____�— � ,l:. � � E DG I N G � � �, ' � W W � � � / � � �� % �, � � ADDITIONAL LANDSCAPE ITEMS — y� � � � • - i a � � �� /71 '' � � � `/ ��I t � W � W W W W �b �W � W W W W W W � _ �� -et� i � � �� / '� \�\ \\ :°;°;°`°° 2300 S.F. SOD LAWN-REVEILLE BWE GRASS ` {��" \ W W W W I � W W W W W :+' � �' 814 0 � � � / � ` \ e e r y'• _Y I I I I I I I � . , -',: / � // 'l', � � ..l.0 1.:. K �. w W W W W .� W W W � w � �� - w w . < � / / � s�� : PERENNIAL BED BY TOV,LEAVE GRADE 12"LOW FROM FINISHED FOR TOV TO INSTALL TOPSOIL �'y —' .,;:, w w w w w w w � ♦ W W W W W w w w � � �r - .,°�� / / � � \ �'.� •:." Received I I ^b S� +Y �4+ �:T � t� �2^ �° W W W W W W W W W 1 .�. . � . (� '� � ,. � \ \�� By Lynne CamPbell at 9:47 am,APr 11.2012 I i � ,��,��> �.. � � �� ,.. TOWN Df VA1L . � � m� � � v W W �m +� i ANNUAL BED BY T.O.V., LEAVE GRADE 12"LOW FROM FINISHED FOR TOV TO INSTALL TOPSOIL \ �� . .� AN N U "� �4N D ��P��f°�. 1�' W W N W � , � ; ' �, , . ��,,��/%/ - _��- � � .,� � � �, �. � � � � � � : ' TREETOPS � �' T.O.V. �YP,WLEA�/E �4R� W W W W � � ; . '\` '� LANDSCAPE LEGEND . . W �b W W W W N° W �Y � W//��W//�� W W tl• � �r•j� \�/ .� 1 L 11 O.V�/ Tlt'`P W W W � v °L �Y° �b ak V��W W W � �� Y / \ , a}' W S� ' W L W W W W Wv � � W W W . CONDOMINIUMS � � .� w w w w� .� w W w ^�p W W W W w w � � � � � � e,` � � EXISTING TREES TO REMAIN OR BE D R A W I N G w W W WJ V � .v W W W w � • ! ',�' i� � REMOVED,AS NOTED .� Fy�R��NeI i�'� �I�I W W �. �. � �. .� � � • , . • � _,__— � . T I T L E : � � .r .r w U � �. .� •Y � � � -----°--_--' i'� LANDSCAPE MATERIAL _ T _ el� B�W�:�:Vy� �� W � w � � 4 �\��e /�, j� %� i �.`� -SEEPLANTLIST Landsca e L EAV E R�I�� Y E� � �� TRACT G �°� �• � � i PROPOSED LIGHTING � � �� E VAIL8��RP.) �� / �/ � �OO -SEE LIGHTWG LEGEND , . I N PLA ER 12 LOW , a ; �, C : , > > ; m TRANSFORMER P I a n � . .• — , , . �.�, �� - - � � � � , . • � � 4e � g, ��°�?� �_ � � SNOWMELT MANIFOLD • • . .. .,, . ... O � � . .. . . ..... . ... . , '•. i �..� i�� ___ _ ____-°_ .___ i� • • • ��.. � . u y� • i" Q Q 2�7`�� 1�- Y O ; , PA PLANTING AREA a,o�—= � � .. � / �"..�r�E��\\-- ,,- . . . � ; a..<_> FIRE HYDRANT � '�' �' f �° ' � '�� z oeTai�ca��our D R A W I N G e . � ,� �,�� - � ; � . � _ , „s �� i� � L4 -- e . J' �; �:, - �� _____________ �� i �m �� EXISTING TOPO LINES N O : �� -�_��-- � � � �� h _�/ � � � ` ° - � ��^ _ EPPWG STONES ^ � � _ �__ � � ,,-, CALE: 1 " = 10' \; , ^,,�` -'---------------- - ----------��-' � / 1 BOULDER OR BOUL ER WALL ,, '' '-------- „ J � /� 1 �, � �> -_- -__- �� H� 35 Q �\ / � � / STEEL BED EDGE,S E DETAILS ; �---------�� i� / ��. �' . � . . d � �-- � '' -----------' / � i , 7 _— �'--------- / / / � �� _ / , � � _______________ � � ° � i . . 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TYPE 61 ' F��(I T NG WALL VENEER TO BE �` sTE2o2 Cfl `. AVON,CO 81620 , CONCRETE 1 0 � R PAIRED AS NECESSARY �' ' CONDOMINUMS _ t:970.949.6108 i i ,�` ! L300 M � �.� _��}';` ;�. V I V I��E� ' ! � `� ENGINEER 1169 HILLTOP PKWY I TYPE D � � CHP CONCRETE STAIR 4 `, �' � � 1 STE 206A � � \� AN D HAN D RAI LS L3oo '` �- ' � ' STEAMBOAT,co 8o4a� � � t:970.846.7970 � CONCRETE L300 ' � \`` U N IT PAVE R i � � TYPE E � O 1 I DESIGNER PO�NBU�X�NG&ENG � � �'� i CONCRETE � � � MILLS,WY 82644 � � i N I T PAV E R L3 0 ! I t:307.315.8054 PILLAR � '� � ' -- I � � , � L301 � i � i � � N � i I r- ! i � � COBBLE 4 , i NC BY T.O.V.,TYP. � � __ --- --- °� � PAVING, TYP. L302 -10" ; � __ ___ ---------- � . _ � � RAS ND RECYCL --- O , ' �: -- , , u , � ��_-__ , ,_,.____ }, Ca ; � , CON INER , Y T.O.V. TYP. � � � � Cn � � � ;� � �� O � %. NEWSPAPER , � � .� U � � - � RACK, BY , --� m }, � _ / j T.O.V. 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' � � �� , i.� _ : � � , ;%' MATCH EXISTING, BY ,/ ,�l 3 � : ;.�� ..: �n � % CONTRACTOR ./ / . ; . : a;.�,: �� ; � ,' �;' � -� * �� .��.: � � REVISIONS � ,,- ;, Tl PE D CONCRETE � -�_;, ��.�� 46 ,- _ . :�a'� �.. �' No. � :�;` UNIT PAVER L300 � , �' : ., .: � � ; �,, •, . • , . 1 10.24.11 DRB FINAL SUBMISSION � :%%' �'' � � ;� � .' LANDSCAPE LEGEND 2• 10.27.11 DD PRICING SET / ,�,� 44 � � / , ., ' ri • , 3. 11.7.11 100/o DD SET i� '�� /4 �\� � e '' o� E ROS 4. 12.2.11 60%CONSTRUCTION DOC �� / �� MONTAN EXISTING TREES TO REMAIN OR BE �� ;;% TYPE B � , � ' ' � REMOVED,AS NOTED 6. 4.6 122 B 0°o CONSTRUCTION DOC ;;;%� CONCR .�y/•�� ''/ � � CONDOMINIUMS �'�� LANDSCAPE MATERIAL i� L3OO I �� , � SEE PLANT LIST .:%;'' U N I T P V ,�•�'� �� •- ♦�� - 1 8 L nneCam bellat9:47am,A r11,2012 '�/j � SEOEL GHTDING LIEGEND Received ;/. _ ' �� O rowru a� vaf��..� y y p P ,i�� / � TRANSFORMER !i� M'��,� � � -� ` � i�� SNOWMELT MANIFOLD � �� / � � PA PLANTWG AREA / � � FIRE HYDRANT D R A W I N G �/ �/ / ----� 2 DETAIL CALLOUT T I T L E : L4 / / -- EXISTING TOPO LINES � R Layout and �. / - -= '� STEPPING STONES y s ;; / a�: ^ �� BO LDER OR BO LDER WALL ` ' / / \_ f U U � / � � \ / STEEL BED EDGE,SEE DETAILS M ate ri a l s P I a n � , , / / � � . . ENHANCED NATNE TURF � �\ —�� ' � PERENNIAL BED ""a � ROCK,COBBLE MULCH,SEE DETAILS D R A W I N G � N 0 : � � ��; SCALE: 1 " = 10' � � � � � �/ � � � � . = ,:� � ��. � � � o � o 0 � �� i ; � � � � - � __________ ________.-____ � . ______�: _� .� � . . , . , � -�. �= �� " � _ � fr . . . E ; ;,� . .... � _'` , i \ ��,� �� j�� I � �. \ \ . � " � -,� " — ...�_— � i .... °-< i � _• j ',r� ------�--- ' I I� � 54.0 `�:� \,, ��. �` �� ----------- -- — --��-,-. CONCERT HALL PLAZA � � ��? r'�� . – -----�—_ – – –� � I � `` �� ,� � --- -- —� _--- --- _,., : 5�.� / m�,�� / L__--..-----�_�__ CONCERT HALL BOILER ENCLOSURE AREA � ��'��r � � PROPOSED LANDSCAPE MATERIALS /� \ �� `w�' i 4 r�w� TREES INSTALL GUARDRAILING WHERE FALL INSTALL GUARDRAILING WHERE FALL EXCEEDS 24",OTHERWISE INSTALL HANDRAIL EXCEEDS 24",OTHERWISE INSTALL HANDRAIL I I ��•�� :EM�a RF I cl.��'�1'- I €?r�a�r�^ ONLY WITH NO GUARDRAIL COMPONENT , ONLY WITH NO GUARDRAIL COMPONENT � � � �� !�� ,f� � � STONE VENEER ON CHEEK WALL TO GRADE,PER ELEVATIONS. NO STONE VENEER ON CHEEK WALL PER �� '�•h �,g�• P2�' �'� :{� n �g�.� , � 2.5"BUFF SANDSTONE COPING TELLURIDE GOLD INSTALLED MOSAIC STYLE TO MATCH 2.5"BUFF SANDSTONE COPING ELEVATIONS.FINISHED GRADE TO BE r � r^ . , SYMBO L O�TY. BOTAN I CAL NAM E CO M M O N NA M E S I ZE CO M M E NTS 6"STAIR CURB WALL ADJACENT BUILDING �`� � .'- � � �+� 6"STAIR CURB WALL WITHIN 12"OF STONE COPING �,��} �� f;r��'��.�~ GRADE PER .� � ,,i„ .�.,. . �� '�'=�' FINISH ,� g' �°�i��Gh_�. PLAN , :.�.,2�' - -,��'�, . �_ PRA DE PER � . . ��r ��I-'�• ,1'�� T �,-�� "!I:' . . .. � .. .. ... ... . . . : ., . . . .. . . . .. ...�.. . y� � � r��1 9 � .1tl!. '. • ' •. . . , � � . . . ... .. �. ... � :�.�.s:'. ...� '�''' ..•,• •.'.'•','. . ' � . . '•' �•'a r:'. .� ,�•.,a.�'�l.i« STONE VENEER S. �..�. T<..��y�_ .' � !i I`•�'�..i .�•i �'�,' '. .'• �� '.�'T '•�.� �� °�.' �.i:''�'• '� - 1 PICEA PUNGENS COLORADO BLUE SPRUCE 16 HEIGHT NURSERY SPECIMEN -�� i ii �•.r.:... . •.:,•. . . .: . L-:-�—:r-:� .. . .: .«. , ii I _ANGLEIRON s _ b � >� �- ��;� •� �-�.-��-•-�. . ..- � :.. ....-��... , � .�•�. - � ,. �r . �' .. '� � ��"� _ :• �. - � � — .�`.•.F' � �`�','. - SUPPORTRE: � -"� �F�.�,� a�� I ;•.� ,� .., ,. I=. — _r ��"�� .•� �'�. �'" ��.. —' STRUCTURAL '"' -�,..�, y � ; '�' •.`� �j` - �, - . .�•.. � • . .. . .�. •. ..:. . � ... _ - - �1e' : f� . - "'� ~,�':1 • .;:� t.'�;� - .. ��,':�,�; ..,... � _ �;i� ��``�' S H R U BS � • •''•.+ STAIR AND CHEEK ':.'�'�'r«! � � �'`"�� - �'��- I�� •.��• •��• STAIR AND CHEEK ''� �I�'' I- �',`,r' r - —�_ _ SECTION �� ' WALL DESIGN RE �� =� SECTION II ' '� C`',;'� �, � � I =� L:I 4, � I i' �� , t��.�F ;.�,y WALL DESIGN RE STRUCTURAL ��i�'y, �Y�'r ' �; ,�� STRUCTURAL +L' 4 � � �"�-�. �f� 3"DIAMETER STEEL POST `�' � � �`' ` '_�" 3"DIAMETER STEEL POST DEPT.OF PUBLIC WORKS �x AMELANCHIER CANADENSIS SERVICEBERRY �+� HT B&B 8.�� METAL GUARDRAIL TO BE INSTALLED WHERE FALL EXCEEDS 8,�� METAL GUARDRAIL TO BE INSTALLED WHERE FALL EXCEEDS 1309 ELKHORN DRIVE ,,, 24",AS GENERALLY SHOWN ON PLAN,WITH�"DIA.METAL 24",AS GENERALLY NOTED ON PLAN,WITH�"DIA.METAL VAIL,CO 81632 PICKETS AND 1"DIA.METAL TOP AND BOTTOM RAIL PICKETS AND 1"DIA.METAL TOP AND BOTTOM RAIL t:970.479.2158 METAL HANDRAIL WITH EXTENSIONS PER BUILDING CODE,2" METAL HANDRAIL WITH EXTENSIONS PER BUILDING CODE,2" MAX.CIRCULAR DIAMETER AT ALL STAIRWAYS. MAX.CIRCULAR DIAMETER AT ALL STAIRWAYS. ENGINEER 34510 U.S.6 UNIT A-9 35 R US TRILOBATA 'GROLOW' GROLOW SUMAC 5 GAL. METALNOTES: EDWARDS,C081632 O • 1)ALL PIPE SHALL BE SCH40 STEEL PIPE • � y� 2j GRIND WELD JOINTS SMOOTH. � i; t:970.926.3373 �'-p' 3J SCREW OR WELD HANDRAILS TO BRACKETS TO DISALLOW �'-p' 4 ROTATION 4 ARCHITECT PO BOX 8258 �� S'i 4J POWDER COAT AFTER FABRICATION WITH COLOR AND b BRECKENRIDGE,CO 80424 � � � 1 O R A GLAUCA REDLEAVED ROSE 5 GAL. FINISH SAMPLE TO BE APPROVED BY OWNER AND L.A.IN �`__�/ CONCRETE ACCORDANCE WITH ARCHITECTURAL METAL FINISHING SPECS CONCRETE t:970.453.5878 PAVING PAVING 3507 RINGSBY CT, STE 117 �. . . ��: ' `.;.: .; . . DENVER,CO 80216 ADDITI AL LAN APE ITEM � " " + o�. ,-o� � .; � o�. ,-o� � �;� ' � o o '. o o p� METAL NOTES: t:303.292.3388 ': .. • � ,. . � �-.-ra��,� � �.'.. ...:...: . ... . - ^t �•`�#'��. � ,s.....:::.,:..:....."�:.: ....- �t 1]ALL PIPE SHALL BE SCH40 STEEL PIPE , , t �.�•. '\ � ° '...s��PE`,,; ... , :. �, ,. . � '� � ° '..s�ap�`; .. .:..�., . � 2]GRIND WELD JOINTS SMOOTH. ENGINEER 110 E.BEAVER CRK BLVD. ' � � 3]SCREW OR WELD HANDRAILS TO BRACKETS TO DISALLOW ba�T'``''�`'`'`t 1000 s.f. NATIVE SEED REVEG AREA - install 2" to soil and native rass seed with straw mulch and nettin =u_ \� � � � � � � _ �_ � ° ° � � � ' ROTATION STE202 k°�`+'+'�`6 P 9 g _ _ — i �,�`�� s��E�z�: ... _ .� - �,�q+\ `.s�o�E.z. ...`` ... :.. 4]POWDER COAT AFTER FABRICATION WITH COLOR AND AVON,CO 81620 a .\ .:: . .� , :, . ,;• . � � ��iv � ' � �' ' ''� : •��• 'n � � ��—�� I i � � • a .•• �n FINISH SAMPLE TO BE APPROVED BY OWNER AND L.A.IN t:970.949.6108 �� ;.r�.�;,.�,�;,.,..�,.:. ��.�.�:•�...�. l��I - i,_�,_� � _ I _ ACCOROANCE WITH ARCHITECTURAL METAL FINISHING SPECS FASTEN POST TO -� - NOTES: FASTEN POST TO I �- NoTES: ENGINEER 1169 HILLTOP PKWY CONCRETE PER - - 1. CONCRETE STAIRS SHALL HAVE LIGHT BROOM FINISH CONCRETE PER �I-I I I I I I I �I=I I� -I -I- 1. CONCRETE STAIRS SHALL HAVE LIGHT BROOM FINISH STE 206A I STRUCTURAL DETAIL � � � - = 2.NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS STRUCTURAL DETAIL � 2.NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS STEAMBOAT,CO 80487 ADJACENT STONE VENEER WITH UNIFORM TREAD AND RISER DIMENSIONS PER PLAN. WITH UNIFORM TREAD AND RISER DIMENSIONS PER PLAN, t:970.846.7970 #4 REBAR AT NOSIN WALL PER PLAN 3.STEP WIDTH SHALL MATCH WIDTH OF EXISTING WALK OR #4 REBAR AT NOSIN 3.STEP WIDTH SHALL MATCH WIDTH OF EXISTING WALK OR AS NOTED ON PLAN AS NOTED ON PLAN DESIGNER CONSULTING&ENG COMPACTED AGGREGATE 4.STEPS WITH 2 OR MORE RISERS MUST INCLUDE HANDRAIL. COMPACTED AGGREGATE 4.STEPS WITH 2 OR MORE RISERS MUST INCLUDE HANDRAIL. p.0.BOX 2117 BASE 5.TREADS SLOPE OU1lNARD @2°/a.PROVIDE SLOPE ON COPING BASE 5.TREADS SLOPE OUTWARD @2%.PROVIDE SLOPE ON COPING REINFORCED SNOWMELTED FOR DRAINAGE REINFORCED SNOWMELTED FOR DRAINAGE. MILLS,WY 82644 CONCRETE STEPS COMPACTED SUBGRADE TO CONCRETE STEPS COMPACTED SUBGRADE TO t:307.315.8054 95°/a 95% ELEVATION ELEVATION � CHP BOILER AREA CONCRETE STEPS AND HANDRAIL-with stone veneer S�A�E:NTS CHP BOILER AREA CONCRETE STEPS AND HANDRAIL-without stone veneer S�A�E NTS. ❑-av co��scd��cr�Paowc o-PV co��s�d��cr�PZ.owc ,9z, �� S1i4� � �� ,�,� ,-�� .�� ,- T � � ,� , , , , ,, , , , ,. ; ,� � , , . ; ,- � ca , , , , , �� i i i �' � �. � �� ✓,_�� O �' i / �� i �i � � , � / f� �i i /�i � �� j ',��',�`C��,�1� � � �1� � i i ,, �'x / //// //� ' / / � � � _ -�-� , _ ,,.,,' .:_�i -,. _ p • � _ , � , , , ' ' / , '� ETAL HANDRAIL � '` � '^ ,;, _ _ 1. , , , ; ,- � ' / ' � �� `J � � � _ .- . . � • i i i � . v♦ }+ � � i \i i � � � _ �, ' „ ,: �� '" _ _v � - , , � � �� v / �`�� -''� AND GUARDRAIL __ ,�� ° � -�� o v I / I 0 / E--f 1-� ' . 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A l� < � 9. �� + + + + � Y / � 1 °`" - —--_— , + + + + -- �� TOWN OF VA1L Y r P P - � „' � - � - � r-- ----" ,� ��< , .�-- + / � /'/� '� /r i `/� �� ---------.�ep ; � � LA DSCAPE LEGEND � � ;x: � 1 � � ' � � i o ?, > _ �� / � � � �\� �� r � EXISTING TREES TO REMAIN I / � , ' � � ------------ - -'� '�� I I ' �x I�'��` a"x / i p„ 1 � �; ' .�� I / '� i \� � REMOVED,AS NOTED R BE D R A W I N G . / \\ /// I ' \ ,1 �� p� /� Ox I�j'� �` `x•% �/ ��. ' ,--- `��\ � �` \ �� \ � j%�� LANDSCAPE MATERIAL r T I T L E : � x=x �/ y �� - _ � , �� 1 1 � �^ � -SEE PLANT LIST �, � . � � / ' C. � � �,-- /�/ I � � ��_ _ \ - i��' / I �� I� ��a �(� �F � . "� � �� . � .�� s �� r ; PROPOSED LIGHTING C H P B o i l e r �,,� '�� ' ' �/ j �.,� 'j�� '�'�� -5EE LIGHTING LEGEND �� 1 � ; '� ��d�7 � � 80MM. PAVERS BY PAVESTONE OR APPROVED EQUAL, ALL TO HAVE STD SMOOTH FINISH ��,"� �, ?�+'�� TYPE A: HOLLANDSTONE �'� ��' �� PATTERN: 45 DEGREE HERRINGBONE WITH MATCHING SOLDIER COURSE AT ALL EDGES COLORS: WINTER BLEND AT EMP, VAIL BLEND AT CHP TO MATCH EXISTING PAVESTONE PAVERS TYPE B 1 : 6"X9" RECTANGULAR CITY STONE- PLS VERIFY THIS PAVER MATCHES EXISTING �� `�� 2" SAND SETTING BED `E��e� ��c�.�� '�r�� PATTERN: RUNNING BOND WITH MATCHING SOLDIER COURSE AT ALL EDGES-MATCH AND s� �� BASE COURSE EXTENSION - NO CONTINUE PATTERN OF ADJACENT EXISTING PAVING AT EMP AND CHP ROUNDABOUT CURB �� '�:h a�� r2� EXTENSION OR EDGER COLOR: CHARCOAL BUFF MIX-VERIFY COLOR TO MATCH EXISTING AND PAVING, SEE CIVIL PAVER EDGING METAL NOTES: 1-1/2" ROUND METAL HANDRAIL, '��ti��F�; . . ,�.,.�`�,�� ;t1'��! ��.� NECESSARY WHERE WALL OR 1 RAIL CONNECTIONS ARE WELDED AND GROUND SMOOTH. BOTH SIDES OF RAMP, WITH � �� Gti �� CURB OCCURS �PE B2: 6 PIECE PLAZA STONE 12" DEEP TOPSOIL PLANTING 2) NO HANDRAILS TO ROTATE WITHIN FITTINGS CONTINUOUS GRIPPING SURFACE. '��'��' � PATTERN. RANDOM ROWS-TO MATCH EXISTING ACCENT SQUARES IN LH PLAZA MEDIUM IN ROUNDABOUT PERMALOC ASPHALT EDGE 4"X3" COLOR: CHARCOAL/BUFF MIX-VERIFY COLOR TO MATCH EXISTING BY TOV, PROVIDE DRAINAGE 3) POWDER COAT AFTER FABRICATION WITH BROWN FINISH TO NO ROTATION WITHIN FITTINGS ALUMINUM EDGE RESTRAINT MATERIAL BELOW MATCH WELCOME CENTER RAILING, PROVIDE COLOR AND FINISH DUAL 3" X%"VERTICAL METAL ALONG NON-SUPPORTED EDGES TYPE C. CITY STONE I -6 X12 24 SAMPLE TO BE APPROVED BY OWNER AND L,A. ,Z��M,N MATCH WE COME�CENTER RAIOL '�� ,��"j�"� �� „ PER SPECIFICATIONS PATTERN: SOLDIER COURSE � � . ,�-�,, 1�,,�� COLOR: CHARCOAL ,z"MIN 6'MAX OR EQ r,. -.= ` � � ,- STAKE PER MFG TYPE D: ADA DETECTABLE WARNING PAVER MEETING REQUIREMENTS °' C`�V�1 a'`��, ��h�'+ I � , � �" r� L? `��! '�_ C'� SOLDIER COURSE AT ALL PATTERN: RUNNWG BOND SLOPE 3��PER FT. _ ° COLOR: CHARCOAL � � DEPT.OF PUBLIC WORKS PAVING EDGES - 1309 ELKHORN DRIVE TYPE E: ADIRONDACK SMALL AND MEDIUM RECTANGLES y VAIL,CO 81632 1/8" MAX. SANDFILLED JOINT - � - HANORai�ExTENSioN HANDRAIL EXTENSION AT ENDS, t:970.479.2158 6�� PATTERN: VERTICALLY INSTALLED RUNNING BOND � '�` �, , M � ,�_ � , .. , . . . ., � � ��g COLOR: LIGHT GREY � _ °io SLOPE OTHERWISE RAIL SHALL BE civit At��FRr�r�rrv�. - ,��^ o NpING MAx CONTINUOUS ALONG INSIDE EDGE ENGINEER 34510 U.S.6 UNIT A-9 - :��r.s.��:-��._��:�-----, 8.33/a RAMP SLOPE MAX, � EDWARDS,CO 81632 �pr��p! �,i� " e�Ma�cROSS-s�oPEAraoA �WIDTH PER PLAN � � � - , � ,> \ 30"MAX RISE IN ANY RUN OF SWITCHBACKS OR DOGLEGS �'J�N�U��II v LI III�1�/�llh �f'��/� P I � � . - . � \ �/� /� , 1 2°/a SLOPE a �- t:970.926.3373 �.,' �/��/�\, �� .�, �� ,, �� ,, �� , �� , ,�� ; �� \� � �� LANDING MA � _ a q --- -- - °---- — °�,--�,-°---- ° -----° ----°------ °----- ° �- ----c N N ��\��\�� ' �1 %��\��\ � a a , 'a .< . ARCHITECT PO BOX 8258 , I, �� \ 'i � � .. �� a a � BRECKENRIDGE,CO 80424 , �, � • ,� � � -- - -- !� ! � �/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\; '� �/\�/\�/\�/\�/\�/\�/\�/\�/\�/\ a e �—� �— — I1=1I1�-1 EXPANSION JOINT RE: CIVIL t:970.453.5878 –,�-�-------�---�---� -----� -- -------------------�-*-- \�/�\�/�\�/�\�/�\�/�\�/\�/�\�/\�/�\�/�\�/�\%. 1 �\�/\�/\�/�\�/�\�/\�/\�/\�/�\�/�\�/ - - - - ,�, �_��_� �I— I-1 I I I I I I I I I I I I I I I I I I I I I I I- I I I � � \, \ �� \,�\� . .,,, . �\, \. \� ,� .. � —� �—i i —i I— =1 I I—I I I—I I I— I I—I I I I I I I „ 1�- �p 1 I(=�TT=I I I=I I=I I I=I I I=I I I=I I I=I I I—I I I— =I I I—I I I—I I I I I I—I I I—I I I I I I I I I I I I I I I I I I- 2 H E I G H T C U R B E D G E 3507 RINGSBY CT, STE 117 �_�� _�� —��— —��—��—�� II� .II1=11 Il�—ii�—�� — 2 IF 216 \ I I I II I I I I II I I I I II I I I I II I I I I II��I I li i�I I I��I I I„I I 1-1 I 1=1 I I i—"'—"' POSTS WELDED TO 8" SQ X%" PROTECTION REOUIRED DENVER,co so - - THERE IS A DROPOFF t:303.292.3388 -"— ' HICK MOUNTING FLANGE, FOUR TAMP PAVERS WITH PLATE �� L-- 2" SAND BEDDING COURSE WITH WWF PER CIVIL FOR SNOWMELT COMPACTED AGGREGATE BASE ALONGSIDE RAMP ENGINEER 110 E.BEAVER CRK BLVD. COMPACTOR TO BE EVEN,TRUE TO SNOWMELT SYSTEM RE: MECH. ELEVATION SECURE BOLTS TO CONCRETE sTE 202 GRADE AND FREE OF MOVEMENT EINFORCED COLORED AVON,co s�62o 4" ASPHALT OVER 6" COMPACTED AGGREGATE BASE RE CIVIL t:970.949.6108 CONCRETE RAMP, OR ALT CONCRETE PAVERS IN BUS LOOP ADA RAMP AND RAIL PAVING NOTED PER PLAN ENGINEER 1169HILLTOPPKWY � CONCRETE U N IT PAVERS SCALE: 1��_ ��-o�� SCALE: 1u5 ooP�-o�� SCALE: 1 z��=��-o�� onc aver STE 2O6A STEAMBOAT,CO 80487 t:970.846.7970 DESIGNER CONSULTING&ENG P.O.BOX 2117 MILLS,WY 82644 t:307.315.8054 1 5'1.5" 1 .5" SCH 40 STEEL PIPE TOP � RAIL WITH BLACK � POWDERCOAT � Q FINISH � (a EXISTING ST E WALLS 3" DIA MOUNTING U) � AT BOTH SID S OF FLANGE, BLACK � V 3" SCH 40 STEEL PIPE STAIR TO RE AIN - � � Q� Q POST WITH BLACK REPAIR VENE R GAPS o PO SDERCOAT � � .O U POWDERCOAT FINSIH WITH MATC ING STONE � }+ � _ FROM DISAS EMBLED �' � Cn � '� WALLS TO M ET NEW L � � � NEW HANDRAIL AT STAIR TREAD LOCATION = CENTER OF STAIR TO BE _ U � � -� 1 .5" SCH 40 STEEL PIPE COLORED CONCRETE STAIR DAVIS � � � TOP RAIL WITH BLACK KAILUA PER SPECS, BROOM FINISH gROWN POWDERCOATED METAL HAND RAIL TO BE CONSISTENT WITH C� � O POWDERCOATING, NO WELCOME CENTER RAILING DETAIL, ALL RAIL CONNECTIONS ARE � (� 0 � PIPE ROTATION WITHIN NEW HANDRAIL TO BE MOUNTED TO STONE WALL 12" MIN COLORED CONCRETE CHEEK WALL WELDED AND GROUND SMOOTH, (TYP) � _ � ?� FITfINGS PARALLEL WITH NEW STAIR ANGLE BOTH SIDES DAVIS KAILUA PER SPECS }, O C4 GUARDRAIL CAP (PT-6) � L � � 1'-4" ,0 U 2'4" oR 3' MAX 1/2" SQUARE STEEL BAR � BALUSTER TYP. (PT-6) g» � g» � (!) 0 EQ. EQ. 12" MIN 1-1/2" ROUND METAL HANDRAIL, � U ° BOTH SIDES. CONTINUOUS w GRIPPING SURFACE. NO ROTATION WITHIN FITTINGS (PT-6) 1.5" CENTER OF STAIRWAY RAIL TO ANGLE 90 1" X 1" STEEL BAR RAIL (PT-6) �'-o" 3" DIA MOUNTING HAVE POST MOUNTED DEGREES TO RETURN DOUBLE VERTICAL 1/2" x3" _ FREESTAINDING HANDRAIL TO POST � STEEL BAR (PT-6) `° R E V I S I 0 N S FLANGE, BLACK ° 8" SQ X 1/2" THICK STEEL N0. CONNECTION RE POWDERCOAT M CONNECTION RE � CONNECTION PLATE PT-6 STRUCTURAL FINISH COLORED CONCRETE STRUCTURAL SLOPE FOR DRAINAGE ) � 12.2.11 so°io CONSTRUCTION DOC 2. 2.15.12 BID SET 6" DIA MOUNTING STAIR, DAVIS KAILUA PER � 3. 4.6.12 �00%CONSTRUCTIONDOC FLANGE SPECS, BROOM FINISH PAVING PE - � PAVING PE READ PER PLAN EXTEND RAIL �'-o" P�AN , q � ° N N PLAN = � ° < � � a SLOPE FOR 0 ORIZONT L �� 4 Z °° ° 4 d a Re�e��ed ° � � TREAD :PER PL,�N BY�Y�„e�am be��at9:aB am,A r,,,zo,z � �° ° • � < < ° TREAD LENGTH TOWN QF VAlL P P a_��. � W ° � ° ° ° 4 , � TREAD LENGT AIL EXTENSION nc , a :o "o � � W � , • -� 4 d' i - � - � A a � �,, � ��r • � _9 �� a° a � �� v ` CHEEK WALL (RE: >�/,)°--� �° `sQ a .` 2 LR. S�oPE i PAVING � a o.� �� go po� . °� .�� . � STRUCTURAL) _/( J� < �," \� \ 4 � N � � a< SLOPFQ < � � < �. PER PLA ° _� � �_� � �_� � � ° �o o � . g 2 LR. ° a 4 < m . _ � � a. �< �� P SLOPE 2% �1 g `- �` a. ,y Q Q , .°.� • � � .a � �p °� d., (/) I—I I I—I I I—I ° —� �— � 6 �r,� 4° Q. � I- — I I —I I I 8. e p C7 �� v a " � SLOF�E.2% ° .. Q � � � �—� � �—� � � � � �—� � �—Ili _ O N �� - o � � �—� � �—� � � " ;.. I i °�, ; a � � � _ _ �� _ _ _ — � o °�` a ..� — =I I I=I I I=I I I I I=1 I �—� �N , � ,� a �a _ � ° A� e P D R A W I N G I I I_I I ,I I—I I I—I I I—I I I—m- e _ _ _ _ o e a � � °CoN��E�E �TEP � i�—; � �— ��: < aa � `a a° � �_� � �—� � � ° � � � � �=� � �=1I1=� � ° � �< a ae °T;°� , ,,��— °� '�' � ` T I T L E : � �—� � �_� � �_� � �_ ' SNOWMELT RE: � ' —� I I;I I I=I I I=I I I' o � a �� ,�� =I I I=� � ' � � i I I I=I I I=I I I=I I I a° . � ;. I = . -� � < a I I I�I I I=I I I=I I I=I I a : � o 0 0 � CAST IN PLACE CONCRETE � ° ° =I I I 1= S I l e MECHANICAL �-I I I=I I I— � �—��—�� i i i 6 i i i—i i—i i i—� i 1 i' i i—�'� � < aa � —,.— — = o 0 0 � < o�- jj''��0 o a a + �—i + � 4 I el I IcI I �J� � � � � ��I cI d� °a d� ��I I I�� , � � �—I � �—� � � . -I I I—I I I—I I I� a . Q (..�. ( ) a �'� . ' � I I—I I I—I I I—I I I i i i i i i i i i i i'l i��i i� i i i i i i i i � � _; �,-�� o SNOWMELT RE: q o —� i 1=I I I--I I I—I I I—I I I—I I I � a I I I—I I I—I I I—I I I— —I ' STEM WALL (RE: STRUCT.) Qa ° �. � � d � I I I=I I I=1 I ! /� . /� COMPACTED AGGREGATE BASE MECHANICAL ' '�� I 1—I I 1=1 I I—I I I—I I I � a —I I I—I I I—I I I—I I I— I I— °ed• a p d�° I I—I I I—I I I D��A I I J REBAR AND d °°� A a � ,; COMPACTED SUBGRADE TO a, " � � °a � � ° I I I=I I I= REINFORCING RE: a " a 95% RE: SOILS REPORT , , ° COMPACTED AGGREGATE BASE a �a a a .,o a a d I I—I I I—I � � ° �a � COMPACTED SUBGRADE TO � ° a e a ��—��" S T R U C T U R A L � � � a R E B A R A N D d p ° N OTE S: . R E I N F O R C I N G R E. " q a ; ° 9 5% R E: S O I L S R E P O R T � d �,}4„ �� < REINFORCED STEM 1 . NUMBER OF STEPS SHA L SUIT� DIVIDUAL CONDITIONS WITH STRUCURAL � ' WALLS RE: a e � UNIFORM TREAD AND RIS R DIME SIONS AS FOLLOWS: ° <° NOTES: . ;tl . � D R A W I N G STRUCTURAL a " p „ „ „ REINFORCED b b 1 . NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS WITH � N 0 : TREADS SHALL BE 16 TYPI AL;aRIS RS SHALL BE 4 MIN - 6 MAX CONCRETE STEM �°� � a ° � ` UNIFORM TREAD AND RISER DIMENSIONS AS FOLLOWS: ` 2: STEP WIDTH SHALL MAT H �{D H OF EXISTING WALK OR AS W A L L B Y � a� NOTED ON PLAN STRUCTURAL TREADS SHALL BE 16" TYPICAL, RISERS SHALL BE 4"MIN - 6"MAX 3. STEPS MUST INCLUDE H NDf��I , � , 2: STEP WIDTH SHALL MATCH WIDTH OF EXISTING WALK OR AS ELEVATION 4. ALL TREADS SLOPE OUT ARq F R DRAINAGE ELEVATION NOTED ON PLAN SIDE VIEW ` a 3. STEPS WITH 2 OR MORE RISERS MUST INCLUDE HANDRAIL. ° � � 4. ALL TREADS SLOPE OUTWARD FOR DRAINAGE 4 CHP CONCRETE STAIRS AND HANDRAIL SCALE: 1��=��-o�� EMP CONCRETE STAIRS AND HANDRAIL S�A�E: ��=��_o�� - - oncre e air . 5 - oncre e am . ,��, �� +�� 4_ �` : a" �` �-- i, � - 4 � �.±��'�� F�BF�ICATE AND fUIC7U�lT � NEW ACRYLkC PF�ISMATIC � 7z� ACRYLICPAISMATICLETTEp l �� nFa ➢i�:-:r�P I �,n�iP�� ._ , , .__�� - -: - -- �� r� XISTING METAL ARCH STRUCTURE ti �""' - ""` " - -- ` " � �� P� i� a.��,�;� LETTER1NG +C�N TOP �F ac��r�ic P�isn�aric ,,� —_ __ � � �� TO BE RELOCATED ONTO NEW ��H, W fTH CL(�SED �p � � ll � ^ �� _ _ �� "�,l��,�,�� "�� STONE BASES IN NEW LOCATION LETTERS TC7 BE FACE - '� ��- � r • �� ON SITE BACKS AND G�LD LEAF 1 �� LIT WII�H 'LEC] STRIF' . -' -�' _ _ {�d`��I��,�� `' �_ ` FII'�115H SECTI�N� LARGE LETTERS_ -�!� �-� 1 E LIGHTS .. __ — ��+►_Y-. SCALE ktlf TO SCAIE � �� I � ' +�� - � � 1 . �� I _ .�- ' - . I ' r� ,.;� .w,,; 1!4`L3 STAiNLE55 STEEL R0�V1+�LI�EC}INi01J4"TN[CfC F�AT 8AN �l ` �_ ;� � J --�_ __..-i�_2 ,.. ---" '--� �� . I I . t� �- !� ��" � � '-� . �� :��'� 1• � ,� � �---- � �, D�,: ti 7��x��a"STEEL FLI1T BAR + i `.--� ,� ^ �,� � : . _.______ - , � F,. — — - .< 1 I� ca � r� g � � �a � �e��r�� o � o�a r� � O � � 1� , ;---�-; . � � � � , �, , � , ti � G _ � � L � ., . i ,,,i :"'' �' 'a , -- _-.. .- � hf � , . .� . ' i - � �. -,. _ ,- ; . � a � __ f q�:u. i_. , I _ I -��--...;:s� -�,,.. o � ,, •�,. � I l � . KS �� ._ ._ -- - , .....""'�--:.,... �' _� = � " DEPT OF PUBLIC WOR � 1N 8 x 15 ;i _ .�.: _y _ w u _` �'°' ;�� - �� 1309 ELKHORN DRIVE _._ r - ' � � - �' VAIL,CO 81632 � � � � I�= �, _� ---_ - �. -� _ SEE Sl1EEf 13 FUR DETAII � I ; ',� _� -:. �SIATF ' _ . REAOER ' _ t:970.479.2158 � j � _ I _ CIVIL AtP1NE�iSGINEERTf�G TN�. - � [12±)1/d-2a STU�WELDE�IMT�6EAM ANO FLACEa BEiVUEEN LETfEAS. f f v— �- ENGINEER 34510 U.S.6 UNIT A-9 1 r ACRYL[C PHISMATIC LEfCER � ��- � ,_'�� EDWARDS,CO 81632 10' r - j --; �; �= : - - - --- t:970.926.3373 � ` — - �:_ !R Z I � ;�_ . ` TOV CUSTOM WASTE ARCHITECT PO BOX 8258 � - —�;` BRECKENRIDGE CO 80424 _.> AND RE Y LIN �' C C G , _ � I -�._ I �5 q r `'�'``"�� t:970.453.5878 CONTAINERS BY � 1 Ci�EARANC� "BEARSAVER" 5EE S�iEET 1q F�R DETAIL � 3507 RINGSBY CT, STE 117 SEE STRUCTURAL PLAN � , NEWSPAPEI3.BOX F 0 C w,;,, iw.`, H55 4 x t� - .� - • ' ' ' DENVER,CO 80216 � t:303.292.3388 � rc BASE FOOTING DE ' �- -:�� n�� ENGINEEF�N . °: �.s,.�... . �f TOV TO PURCHASE � ,_`y NEW ST�NE VENEER "�:'° � ' - -�� ° � � 7�'-`�UNIT PEDESTAL NEWSR-A�fE - �� AND INSTALL ON SITE . . . "`} ' ARCH BASE C3N FGU�JDaTIDN �'' � '" � ` � ' ' ENGINEER 110 E.BEAVER CRK BLVD. ��.�� r�.� ��-�=-;:� ':ti�� 1TEM #KJ-4950 MODUL�R IN . _ t , - ,:xr�.a .�+.��;� -�;� ,�x � PYLON�ASE -� , , �� Y STRI�CTURAL ENGINEER. ,`� ,� , MATTE BLACK FINISH , y - ' � STE 202 �YCG -� � �"� STQhIE TC3 MAT�H BUS :��k" "��r - _ , ��'' 1� -�— �_ _ �_ AVON,cos�62o � ;��.�n�-�-', -�`-'� ��' - � � . .--9� ��_ � �-� �� , SHELTER -TELLURIDE STAINED FACE ��,,��_, ___ _ . t:970.949.6108 k. =y - -- d .�'-, TOV TO PURCHASE AND INSTALL � ENGINEER 1169 HILLTOP PKWY ON SITE STE 206A STEAMBOAT,CO 80487 � LIONSHEAD ARCH DETAIL - NEW STONE BASE AND LH LETTERING SCALE:N.T.S. 2 NEWSPAPER BOXES SCALE: 1��= ��-o�� 3 TRASH AND RECYCLING CONTAINERS SCALE: 1��= ��-o�� t:970.846.7970 ewspaper ax. as e an ainer. DESIGNER CONSULTING&ENG P.O.BOX 2117 MILLS,WY 82644 t:307.315.8054 EMOVE BUS SHELTER WALL FROM THIS POINT NORTH, REPAIR CUT EDGE VENEER BY MORTARING END WITH TOV TO PURCHASE BOLLARDS TO MATCHING STONE FROM DISASSEMBLED SECTION NEATLY SAWCUT CONCRETE COPING ONCRETE SUPPORTS AND ROOF STRUCTURE TO BE POWDERCOATED CHAI MATCH LIGHT POLE BASE, BY US LONG � REMOVED AND DISPOSED ITH CLASPS FOR LIFE, CONTRACTOR TO INSTALL � � CONCRETE BASE/CURB TO REMAIN B LARD EYEHOOKS � ONCRETE COPING TO REMAIN �a � U _ _ � DlA �TEEL BALL . _ , � � U � _ 4� a� O � �:► - _ _ _ . � � -��-�-� r��y--�*� �CAST ALUMINUIVI �PLIT B►4�SE m � 'p v -,::_ � _ �� - _---;_ ��:� -�- _ � , ; �, }. . �- ` -� `�' � r �� +�G�V�I� V�VITH F�]U F� H E�C S+D�KET NOTE: ONLY UNDERGROUND ; '� -� c.. - - �- � �WI�' OW GLASS TO FOUNDATION FOR PILLAR TO � � � r ' ' � CAREFULLY ` S+CREIN AMID Tll'�� LC]C�IN� SET U � ' `� ` � � ', �'� INCLUDED IN THIS PROJECT �' - L � � c�.,. � RE�OVED WOOD� - .— � ,� � h.,.. - � j .' w� -- - FRAMES TO REMAIN `��'R E�� N — � , : , � � — � , . , � - . �. .,,: � . _ - BANNER MOUNTING ARM WITH � -- - � � 1 -� - -- WITHIN OPEN,INGS ,�.� � _ - _ - METAL FLOURISH TO M CH RCH � , � • , .� �1 . '� � • �_ _ -.._� �_ -_,._ _ q � �--L ' � " .��-• - �' ��-��-'1.�� ^ �,, , �- ! � f PILLAR AT EAST MALL LAZA � N O . , . �� , � ;` x- , _�� , � �. , � ' ' • ; . ' � �. , � � . , L FIhJISH . �(�O�T� - BLA�K 11J�ATTE � /�� > � - . - . , . }1 . . .� . ., _ � -.. . ,. , l/�� 'f. l. r y� `.n� � �` �'.�`, �+_ J _ � . . .4_ -,�' I _ � �V O � } � .. A � . ' _ TE�TL�RE�] FIN1SH ' � ; . � , � ` m _ , � , � � � �, � � -- - - � . �� , � - - � � .� � _ � � , , ,.. . _ , - _ — � _ _ _ - F--� ,, _ _ „ _ . .�.� . �. .� ; _ . .� ; � -__ - - ��,� ��'��,F � �� 3/8" HAND-TOOLED CONTROL :`��a� �i ci.��•�' I �:�r��r�n s� �� JOINT SPACING EQUAL TO WIDTH �� 'x �� 2-`� EXPANSION JOINT SEE 1" MIN. THICK FLAGSTONE, COLORADO BUFF �".� �� ',�' OF WALK FINISHED SURFACE PER PLAN, PAVING OR PLANTING BED �i�ti. F°, CIVIL DETAIL, 20' O.C. MAX. SANDSTONE, MAJORITY OF STONES TO BE 18" MIN. �� f;t;1'�� DIMENSION IN ANY DIRECTION, SET IN IRREGULAR, BOULDER MAY BE FREE-STANDING OR RETAINING �;��'�i��G � BROOM FINISH RANDOM PATTERN, NO TWO STONE SEAMS ARE INSTALL BLOCKY LARGE OAKLAHOMA STRIP STONE TO BE IN ALIGNMENT BOULDERS, SELECTION TO BE APPROVED BY L.A. AND T.O.V. `��,� , ��,�, 1" MAX. JOINT THOSE DESIGNATED AS GIANT BOULDERS TO BE OF ';,,� ��,;?� �� VARIED SIZES WITH MINIMUMS INCLUDING 24 - 42 � � o 0 0 0 ; o 0 0 � o 0 0 0 0 0 0 � 1" MORTAR SE�CING BED HTS. X 36"-54" WIDTHS, PLANT BOULDERS INTO GRADE P��u'1 a''`��, ��h�'+ I � ;�`'�+ �" r� L:" `�! '�_ C'� � � 4" MIN WITH LONG SIDE HORIZONTAL SMOOTH ROUND COBBLE,CLEAN � � �, � . . . —� _ AND UNBROKEN,SIZES 1"-3" a ,�� 30" min. DEPT.OF PUBLIC WORKS � DIAMETER,BUFF/BROWN COLOR, 1309 ELKHORN DRIVE � � SLOPE TO ORAW SAMPLE TO BE APPROVED BY L.A. 0 o e 'o 0 0 0 o e o 0 0 0 0 0 0 0 0 o E� VAIL,CO 81632 I � • • • • • • • FINISHED GRADE WIDTH PER PLAN INSTALL COBBLES TO A 2,5"DEPTH t:970.479.2158 ° ° ° ° ° , ' `° ° ° ° THAT NO FABRIC IS VISIBLE � I /��J�LJ�� I II ��LJ��J�;, , = — — — I _. � � �� I � I I I=I I I=I I I=I I I=I I I=I � T.B.D. BY GRADING c�v�t AtP11�E�iSGINEERTf�GTN�. �'�, — — — — ENGINEER 34510U.S.6 UNITA-9 �I '�O o O C I�I� � � �� I I I=I I I=I I I=I I I=I I I= PLAN F ADJACENT TO CURB,ROCK TO BE -1�I�°�I��I '�°�I '� 18 N. HT. EDWARDS,CO 81632 I —I —I =I —I I I=I I I—� � �—� � �—I PLACED BENEATH LEVEL OF CURB t:970.926.3373 , =111=111=111=111=111= � _ _ - SLOPE AWAY �—� � � �— =i I I=I I I=I I I=I I I=I I 1= � =I I I=I I I=I I I=I I I=� - -I I I==� ALLOW 3" FOR INSTALLATION OF ; � a � ��d ARCHITECT Po Box a258 —I I �—I I 1-1 I 1—� I 1— i I I-1 I l—� � I_� I 1-1 I ' I r — . ' � BRECKENRIDGE,CO 80424 SNOWMELTED CONCRET� =I �_ I I=I I I=I I I= TOPSOIL/SOD OR MULCH IF A PLANTING -I�I I=I I I=I I I=I I I- -I I I�� a. � i < .. . t:970.453.5878 W/REINFORCING PER CIVIL I I-I I I- I I-I I I � � � COMPACTED AGGREGATE BASE � I o - I BE� -� I I=I I I=I I I=I I I=I I I=I � �: a� SNOWMELT RE: MECH I I-I I -� �- � -��- ��=I I I- I I I=I I I=I I I=I I I= I I=I I I ..°: ' � 3507 RINGSBY CT, STE 117 CONCRETE PAVING WITH INTEGRAL -I I I-I I I-I I I-I =I I I-I =I I I-= WELL-GRADED GRANULAR WALL ROCK �=I I I-I I I-I I I=I I I=I I I=-; . � DENVER,co 80216 COLOR, DAVIS KAILUA PER SPECS COMPACTED SUBGRADE TO 95%OF �� =1 I i-� ' '-i I I- - -I I I- - �� _ �� o =_ _ _ � `� ERMEABLE WEED BARRIER t:303.292.3388 SECTION 4 COMPACTED _ I I � I I I- 0.25 1 .5 LESS THAN 10% FINES �� I 1-1 I �-��- I �_� � o. . MAXIMUM DENSITY t' � FABRIC . . SNOWMELT SYSTEM RE: MECHANICAL, AGGREGATE BASE BURY TOE OF BOULDER 2" MIN. BELOW OMPACTED BASE ENGINEER 110 E.BEAVER CRK BLVD. SEE MECHANICAL PLAN FOR LOCATIONS REINFORCING PER CIVIL COMPACTED SUBGRADE PER ADJACENT GRADE OR ADJACENT PAVING STE 202 DRAWINGS SOILS REPORT AVON,CO 81620 COMPACTED SUBGRADE t:970.949.6108 � COLORED CONCRETE PAVING SCALE: 1-1 2 —�-0 2 FLAGSTONE PAVING SCALE: 1 - 1-0 3 BOULDER DETAIL SCALE: n.t.s. 4 COBBLE PAVING SCALE: 1 -1 0 ENGINEER STE OI6ATOPPKWY �� _ � �� - ane n oncre e. - - ou er e ai. wg - o e aving .wg A , 47 t:970.846.7970 DESIGNER CONSULTING&ENG P.O.BOX 2117 MILLS,WY 82644 t:307.315.8054 W ^♦ ^ W i..L � � _ _- - . __ , � � � CAREFULLY DECONSTRUCT A SECTION OF U) V i;�� . 1 I ��i.�i��I�� '�--.+ � , �� : {' ,- -.-� - EXISTING WALL AND CURB TO INSTALL � �--� V �� _ � - � �" 44t. T..�� ' TRANSITIONAL BOULDER INTO WALL, � � .� � ' ��'� '��`:15>�:;��;' °�`�¢�' ' �'`� _ �� REMORTAR AS NECESSARY TO SECURE TRANSITIONAL BOULDER � � 0 U `�� ' MORTARED INTO FABRIC OF � � � ��*��,Y ,;�s 7� �` '�� _° �,. '. � ' � " NORTHERN END OF WALL TO BE EXISTING WALL �C6 �� , � �; �; _ COMPLETELY REMOVED AND }, � � REBUILT AS A BOULDER WALL (SEE CONCRETE CAP TO REMAIN ON i � � > t.:�, _ � ' �� ;: �' ;� '� � � _ �a ' :�.�; DETAIL) IN LOCATION PER PLAN EXISTNG WALL THAT REMAINS U � N •� - � r� 5� , . _ � . � � �i � ` '.�. . ._ _.� i ^.i ;, ��i � . ! .S� ,.r� . - �. _ �. ... , . 1 " COLORADO BUFF SANDSTONE � ` �- _ :_ � ,. : -. � y ! - � ,�.. 4 � ! °� �� EXISTING WALL CONSISTS OF 3-4" � � VENEER MORTARED TO CONCRETE gROWN POWDERCOATED METAL HAND RAIL TO BE CONSISTENT WITH �� _ � } , r ' � � , �� '., �;�� Y BUILDING WALL C� � O STEPS AND STAIR FACE � ; � af-= :,, , ., _ ,- THICK COBBLES SET WTO WELCOME CENTER RAILWG DETAIL, ALL RAIL CONNECTIONS ARE � • : - - - - - - - - ! � C� OO � .. ;�, , � �,, . . . _ . METAL HANDRAIL BOTH SIDES WELDED AND GROUND SMOOTH, (TYP) - � ��? . - � - � ! . BACKING MATERIAL POTENTIALLY = � �2 M�N _ . _ .� Y . '` ry . � _n,� `� �� . _ ,;� ::.:_ ��-`_ - �.� � _ .; ` ''� -�,Y- ; i��- FINISH GRADE REMAINS AS IS, U� � � _ � ' ' WITH LIGHT MORTAR C4 GUARDRAIL CAP (PT-6) _ �"`_ �"� -Illl��lli_ _ MAINTAIN POSITIVE DRAINAGE � i � ti- •. � ,_ � �� = EXISTING CONCRETE CURB I i l-I I I I l i-1 l�-� � -� .;�__ -- ; ,-; --�,� '` � - ' � �=1I I I I I_I I I_I I i- AWAY FROM BUILDING .0 Q� 1/2" SQUARE STEEL BAR ��''`�'�� _ �-�'� � REMOVE AT NEW BOULDER ��. n$.� ,: �,.,,, ,a � I I I-I I I-I I I-I I I� V � ._ .. , - - - - . � _ . , BALUSTER TYP. (PT-6) ._ , . � _ - - -- � L �, ..vK� - � � _�� `; ' CO C - - - _ �� i��. �� 2 4 O R 3 M A X � �' � , _ ,.; �,�, _Y_ _ _ NEW N RETE PAVERS � }, O � ` _ �--��'- , tn . . _ � � � � � � - � U 1-1/2" ROUND METAL HANDRAIL, 1.5" BOTH SIDES. CONTINUOUS __ - - w EQ. EQ. 12 MIN GRIPPING SURFACE. NO ROTATION ° WITHIN FITTINGS (PT-6) RAIL ANGLES 90 1" X 1" STEEL BAR RAIL (PT-6) `° VAIL 21 WALL RECONSTRUCTION SCALE:N.T.S. DEGREES TO DOUBLE VERTICAL 1/2" x3" G RETURN TO POST STEEL BAR (PT-6) R E V I S I 0 N S CONNECTION RE 8" SQ X 1/2" THICK STEE N0. STRUCTURAL � _ CONNECTION PLATE (PT-6) 1 12.2.11 so°io CONSTRUCTION DOC = ° SECURELY CONNECTED WITH 2. 2.15.12 BID SET � 4 BOLTS TO STAIR � NSTALL DARKER COLOR 3. 4.6.12 �00%CONSTRUCTION DOC PAVING PE o N "INTRUSION"THREE STONE TREAD LE GT PER PLAN � THICK AT ONE LOCATION ALONG WALL LENGTH Received r��N QF v�� ByLynneCampbe11at9:48am,Apr11,201T Q a n° ° ° " W SLOPE� AX HEIGHT 30" AT .-. , ., � ,, ;,\ , ; ;. STONE VENEER BOULDERS TO BE "OAKLAHOMA STRIPSTONE" OR EQUAL APPROVED BY L.A. MEDIUM SIZE BOULDERS �� CONCRETE STEP CENTER, TAPER TO 12 o � � ` � � ° ° � TO BE 12" MIN. HT, 18" - 30" WIDTH PLACE BOULDERS WITH LONG SIDE HORIZONTAL, LARGEST AT WALL ENDS ° � ,� • �� 2� CLR � � STONES AT BASE, TILT SLIGHTLY INTO HILL ._�� -. � �� O O Q • SLOPE 2'%, � , ,,.� � i,�,� �{ c a s . {� — o COLORADO ROSE I_ ,—_ I 11=1 I I . i � o � � U. A := � ^ V �` ° ; � == ,r--. -_ -- .�:�-_ ,, � d FINISHED GRADE BEHIND WALL ii�' C I=I I I=I I I ' �„ I I Ic. G=�� . .,� ,._ - � �'�i ; : 4 ,• � � �� ' F, .� RECTANGULAR ,� _ - ;i ,,,> � . D R A W I N G —I I I—I I I—I I I � °. ' . I I—I I I—� � � �dN , ` _'�' <`.. _ I I—I I I—I I I—I I I ',.�. ,�i, ,. ,,,.,` ; � '�'1�:y , ', ' , � ,i� ;,:'. . II � a o �a � 11, STACKED BLOCKY BOULDERS .__ _- � � SANDSTONE SLABS 14 T I T L E . 1=I I I=I I I I I I I I=I I I=1 I 1=� � Q --s-� a �`— � —I I I=I I I=I I I- - ��.� �.�' �'' '<►� ' r�4�� ' ,; � �t,l�� ' °. ' WIDE, LENGTH VARIES, —� � � � � I.: .. a p '-- y .�� .` . , �: t �,.. . . =I I I � ` I I I=I I I=I I I=I I I � ° � `� I I I I I—I I I- INTERSPERSED LARGE -� � ��i �� . � „ c + a � � �_� � �_� � �=��_� � o 0 0 � o o c` -��_�� , _ � � ��' , � �� ,7 ; _ '''�.,�. R �,��`�; ` ;��. `��; . THICKNESS TO VARY 1,5 V� le BOULDER, SEE PLAN - - - �: , �� , �- __ � ' ' , �� k ' � � -4" SET SANDSTONE IN �� -I � �—� � �—� � � ,�� , , � ° d ,,�C�� , � , — � �—� � �—� ..a � _ _ ` 1' �i� � SNOWMELT RE: a —� i I-I I I=I I I=I I I=I I I=I I I ea tl a I I I=I I I=I I I=I I I= =V -I I I—i ' ' - - _ , � -- ` `' f ` � , �'� `y '� � ' �� 4 DE REE AN LE ' ME CHANI CAL '—" i i=I I I=1 I 1=1 I 1=1 I I —I I I-I I I-I I I-I I I— I 1= —' __ ! _ �` ' . _ : 5 G G ��_��_��_�� .� � � .��:� 7 �.� �� =� , . : ��,� ; �� Deta�ls a _ 1 - z` . �,r r ��` ,/ , _ �. I , f� " :. a I I I-I I I I I I_I I I_I I I t _ � a�� ' �� , � � � ` � , , , �, � LAYERS e d , _�� —�� - ;��° ` j+$,:� f � '�';L'�`�,': ' `'�1`�j,, ;` ;i '� — � ,F.�v - . . — — — — — — — v' I , � ° COMPACTED AGGREGATE BASE �-�I_��I_I I I_I I I_I I I-I I I_I I I_I I I- ��' �, N�- �. , �, . ' � ��: �:�� `� � ` ��+ ACKFILL WITH 6" � -I I I_I I I-1 I I_I I I-I I I_I I I-I I I_I I I-I I 1 . � �' 1�:��, o ', , �' . ' REBAR AND „ v COMPACTED SUBGRADE TO ��III_III=1I1 III=I11 111=1I1 III= '!:'r J`' ! = / , � � �' �:; ;' ��' ^ ` BATTER WALL I I I I I I I I I-I I I-I I I=I I I-I I I-I I I: � �,�A� � � � FREEDRAINING REINFORCING RE: ` °< 95% RE: SOILS REPORT II-III=11I-ii� �-iii=��_��- ' �� ,� ,. � ', � � �� MATERIAL STRUCURAL � � a ° 4' max. FROM VERTICAL� I II-II1-1I WELL-GRADED GRANULAR WALL ..v � � ` � : � � I I_I 11=-- � ��'' <a NOTES: 2:12 -I I I- DRAINAGE ROCK 0.25 in to 1 .5 � •` - � .,' R;� ROVIDE MORTAR D R A W I N G REINFORCED -III-I o �; � �'` �� .:-� '."' ".�: � < 1 . NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS WITH - 1=11I- INCHES, LESS THAN 10% FINES �'�-�'�>. � BACKING BETWEEN N 0 : CONCRETE STEM �°e � d <a' �-=III=III- ____ -III=1�. COMPACTED BACKFILL . ., `� � � '` STONES KEEPING DRY UNIFORM TREAD AND RISER DIMENSIONS AS FOLLOWS: -III-111=11I=1I1 III-III-�I1= .1=11I-i� WALL BY „ �� I I-I I I-I I 1=I I 1=I _—_��, ��LI I I=1 I I= - ` STACK LOOK TREADS SHALL BE 16 TYPICAL, RISERS SHALL BE 4 MIN - 6 MAX -III-III-III-III-111=111=1II-I11=I11=I - I-III=III=II �� M � , ,._ STRUCTURAL �a 8dc n 2: STEP WIDTH SHALL MATCH WIDTH OF EXISTING WALK OR AS il-ill-lll=lll-III=I11-III=TI-III-III=III-_ II-III- � •.-.��,,:_�: " NOTED ON PLAN '-"�=III.-T�-III��IIII��III��IT_II��III��,III-1� - COMPACTED SUBGRADE TO 95% - ELEVATION : SIDE VIEW OF MAXIMUM DENSITY 6" COMPACTED 3. STEPS MUST INCLUDE HANDRAIL.BOTH SIDES � .a GRAVEL BASE STONE VENEER STAIRS AND HANDRAIL ° 4. ALLTREADS SLOPE OUTWARD FOR DRAINAGE „_ , „ BOULDER RETAINING WALL ��_ � �� DECORATIVE WALL 5 SCALE: 1 -1-0 � SCALE: 1 2 -1-0 � SCALE:N.T.S. one eneer air. wg - - ecora ive. ��,� ��'��,F � �� 2xR00TBALL NOTE:ROOT CONTROL � � � � BARRIER MUST BE USED WIDTH, MIN. �I ��"•�,�L PRUNE ANY DEAD OR DAMAGED BRANCHES � � PRUNE ANY DEAD OR DAMAGED BRANCHES �� 1 �� IMMEDIATELY AFTER PLANTING,DO NOT CUT IF TREE IS PLANTED ,� �� :Ek'o� �1F��•��'�' I �:��i�r�n LEADER WITHIN 5"OF CURB OR � ��'``� IMMEDIATELY AFTER PLANTING,DO NOT CUT \� /�� :� �` SIDEWALK. TREES �`� „� SINGLE LEADER �\� �/� �� ,�x i.�. jt� MUST HAVE AN UNCUT � '� �� / � � /�� '� �•�.�,�, . r � �� ' � 18"GREEN NYLON STRAPS WITH METAL GROMMET LEADER&HAVE A � �� \ i II� � ��'r �� f;A1�� ~ O R H E A V Y G U A G E R U B B ER H O S E F O R TR UN K U N I F O R M T A P E R F R O M � 18 GREEN NYLON STRAPS WITH METAL GROMMET �� I ��' , II / �" �,�, . G h.�� PROTECTION BASE TO TIP. TREES � ��\ '�' �`Y� ��I�� 12 GAUGE GALVANIZED DOUBLE STRAND,TWISTED �� I �� MUST MEET AT LEAST � �j � _�i 12 GAUGE GALVANIZED DOUBLE STRAND,TWISTED � \� �� WIRE: ATTACH TO GROMMETS IN STRAPS NORMAL CALIPER& OJ __ v � WIRE: A�fTACH TO GROMMETS IN STRAPS �111 �� \/ � �� °--- HEIGHT FOR CONTAINER w__.� 11 \� � / � SIZE.OVERGROWN ;%� _ �11\I \\\III \� /� SEE TREE STAKING DETAIL ��N�j�.' `° �"°J 6'GREEN STEEL"T"STAKES SET 30"MIN.INTO TREES ARE NOT �, »" f � �� \�� III � I \ � � '�,.��'�a�. � � 6 GREEN STEEL T STAKES SET 30 MIN.INTO I ` CREATE LEVEL PLANTING BENCH,USE �� _ UNDISTURBED SOIL. 3 STAKES PER TREE ACCEPTABLE. � UNDISTURBED SOIL 2 STAKES PER TREE ALONG �� SMALL ROCK WALL ON UPHILL SIDE IF p,,., �•h , f, _,-, _h� _� I �,_ LINE OF PREVAILING WIND �/% NECESSARY,HOLD TOP OF ROOTBALL ABOVE C`'u`7 1 �, a. �` I � ;''t � L:• `�� _ C'� II' TOP OF ROOT BALL TO BE PLANTED 3"ABOVE FINISHED i ! TOP OF ROOT BALL TO BE PLANTED 2"ABOVE j \\� GRADE 0 GRADE TO ACCOMODATE MULCH BED �'=' FINISHED GRADE TO ACCOMODATE MULCH �� FORM 4"HT.BERM ON DOWNHILL DEPT.OF PUBLIC WORKS �0, �� _ Q � �� SIDE OF PLANT PIT Q� s'---------__. � MIN.3" MULCH I ,� - �� 1309 ELKHORN DRIVE �� =�:� j � MIN.3 MULCH ` ��';�. SEE TREE OR SHRUB PLANTING DETAILS VAIL,CO 81632 FOR BACKFILL t:970.479.2158 q� --- �I ` � 3 TO 4"HIGH WATER BASIN � CIVIL AtP1NE�iSGINEERTf1G TN�. � V _----°°�; 3 TO 4"HIGH WATER BASIN EXISTING SLOPE PRIOR TO EXCAVATION ENGINEER 34510 U.S.6 UNIT A-9 , � - , 1632 ,� �„� _ � . � V-� ,.... , �� - -- , , ; FWISHEDGRADE �� EDWARD 8 FINISHED GRADE I � t:970.926.3373 i�=I / ; �. :. i � o - '�-1 - -� --�--` - - - '� �i�-iii ii� '' T i, � ; � ,-=a �� ; � _ i � 2 :I I ,�r ;\ � -��:,, r,_ I I _ ��I I I=I I I I I . , � ,��REMOVE ALL TWINE,ROPE AND BURLAP FROM TOP I I I I I �-I I -� � -__ - I I� ARCHITECT PO BOX 8258 �-I I I I I I=I` �I_- qND SIDES OF ROOTBALL AND TOP 2/3 OF WIRE DEPTH OF HOL�I I-I I ' REMOVE ALL TWINE,ROPE AND BURLAP FROM TOP �I I I-I I I-I � \ ��. - I � BRECKENRIDGE,CO 80424 "`- ,I ;,�-�f f gASKET FROM ROOT BALL EQUAL TO DEPT '• - AND SIDES OF ROOTBALL AND TOP 2 3 OF WIRE �I I_ �I , ; ;.: � -- ; , • �.''.I II II I II I II I �I I I I - BASKET FROM RDOT BALL / - _- . . . . . -� � � ,, i I�I + � I I fi 970 453 5878 ��,; y �,i - -I 1 CONTRACTOR SHALL REFER TO PLANS FOR PLANT QUANTITIES AND LAYOUT PRIOR TO COMMENCEMENT OF PLANTING, ` !. I.i I i' - , SCARIFY EDGE OF PLANTING PIT OF ROOT BALL =I I=I I I I I=I � I-I I I- � �=1 1=1 I I W THE PLANS AND WALK THE SITE �I I I I 1=1 I� `, ; �, 1= 1- I - _ ' , THE CONTRACTOR SHALL MEET W/THE L.A.AND OWNER S REPRESENTATIVE TO REVIE ,. - �I 1=1 I I-1 I -i=____-_ ��;i I-1 I!=I _I I' ` I �_ � RoU�HEN SIDES oF PLANTING PIT - `�/ �`=I I = CONTRACTOR SHALL NOTIFY L.A. IN ADVANCE OF PLANT MATERIAL ARRIVING ON SITE. E 117 � 3507 RINGSBY CT, ST I I-I I I=I I I-I I I-I I I-I I -I I I-I I I-I I I-I I I-I I I I i I=I I I-I I I I I I-I BACKFILL MIX: 80%NATIVE TOPSOIL,20% - - - =I I I I I �, , I , ;, I I I= -I i � I I= �� I-I I I DENVER,CO 80216 a:;�I I I=I I I I I I=I I I=I I I I I I=I I I=I I I=I I I-I I I= I I-I I I=I I I=I I I=I I I=I�' PEATMOSS/COMPOST. - _ I - I - - - - � ��- � t:303.292.3388 �I I I�I I!-I I I=I I I=I I=I I I=I I I=I I I=I I I=I I I I I I=I I1=!I I_-�I�-1 I� -I I I_ � I_,-- I__I_-- -cI I---� I I- I I I- I-�� __-�_,_ I I I- � I- -�_��-I I I- ' r-I I I- 2. LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL PLANT QUANTITIES AND DIMENSIONS PRIOR TO INSTALLATION WITH °� 'i'1=1 I I-1 I I.. I I 1=1 I 1=1I1=1 I 1=1 I1=I 1=1 I 1-1 I i:-i� �' SATURATE BACKFI��TO SETT�E. ! ! I I f- � � -I o o =I I I I=;� I I=I I I I-I � L.A. FINAL LOCATION AND STAKING OF ALL PLANT MATERIAL SHALL BE ACCEPTED BY THE L.A.OR OWNERS REPRESENTATIVE -"-"'-„-,-'"'-„'-"'- ' SEE PLANTING SPECIFICATIONS FOR FERTILIZING BACKFILL MIX. 80%NATIVE TOPSOIL,20% i_ � i _ � ENGINEER 110 E.BEAVER CRK BLVD. I-I I I I I_i_--I -I ` �� IN ADVANCE OF PLANTING.CONTACTORS BASE BID SHALL ANTICIPATE MINOR FIELD ADJUSTMENTS TO BEDLINES BY REQUIREMENTS EQ E0 E0 PEATMOSS/COMPOST,FERTILIZER. i I lei -e� � i' - STE 202 .5 BALL EQ .5 BALL sATURATE BACKFI��. -� I I i�� FOOT TAMP LOOSENED SOIL UNDER ROOTBALL LANDSCAPE ARCHITECT. LOCATIONS MAY BE ADJUSTED TO ADDRESS FIELD CONDITIONS AS WARRANT ED WITH APPROVAL AVON,Co 81620 - TO PREVENT SE1-fLIN� OF L.A..THE L.A.SHALL BE ON SITE TO REVIEW LAYOUT OF ALL CONTAINER PLANTS. QUANTITIES SHOWN IN PLANT LISTS ARE t:970.949.6108 FOR ESTIMATING. PLANS SHALL GOVERN. EVERGREEN TREE PLANTING DETAIL TREE PLANTING DETAIL ENGINEER 1169 HILLTOP PKWY S�A�E:N.T.S. S�A�E:N.TS. TREE OR SHRUB PLANTING ON SLOPE scA�E:N.r.S. 3.THE LOCATION AND PROTECTION OF ALL UTILITIES,STRUCTURES AND EXISTING LANDSCAPING TO REMAIN IS THE STE 206A �e"9�ee�. -�ee a°'°g °Pe a�'�9. RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 STEAMBOAT,CO 8048� HOURS MINIMUM PRIOR TO DIGGING FOR VERIFICATION OF ALL UNDERGROUND UTILITIES.THE CONTRACTOR SHALL FIELD t:970.846.7970 ADJUST LOCATIONS OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES AND/OR DESIGNER CONSULTING&ENG EXISTING ABOVE GROUND ELEMENTS.TREES TO BE PLANTED WITHIN 8'OF UTILITIES ARE TO BE BROUGHT TO ATTENTION OF P.O.BOX 2117 OWNER AND L.A. FOR APPROVAL..ALL CHANGES REQUIRED SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND MILLS,WY 82644 SHALL BE COORDINATED W/THE OWNER'S REPRESENTATIVE AND THE L.A. t:307.315.so54 4.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE L.A.OF ANY DISCREPANCIES IN PLANT LOCATIONS OR INSUFFICIENT PLANT QUANTITIES DUE TO DIFFERENCES IN PLAN AND ACTUAL FIELD CONDITIONS. 5.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE L.A. 30 DAYS PRIOR TO PLANTING OPERATIONS FOR APPROVAL OF FINISH GRADE WITH MULCH AT ALL PLANT MATERIAL AT PLACE OF GROWTH. ALL PLANT MATERIAL NOT PREVIOUSLY APPROVED BY THE L.A.WILL BE O� GROUNDCOVER OR SHRUB AREA SUBJECT TO REJECTION. PLANTING IS TO BE PERFORMED DURING FAVORABLE WEATHER CONDITIONS, DURING THE � NOTE:IF SHRUBS ARE � �� PRUNE ANY DEAD OR DAMAGED BRANCHES NORMAL SEASONS FOR SUCH WORK AS DETERMINED BY ACCEPTABLE LOCAL PRACTICE. NECESSARY SCHEDULING AND � � 4"TALL SURELOC SURE EDGE PLANTED IN GROUPINGS t IMMEDIATELY AFTER PLANTING OTHER PRECAUTIONS ARE TO BE INCLUDED IN BASE BID TO AVOID WINTER,SUMMER DRYNESS,AND OTHER WEATHER � (a ALUMINUM EDGER 3/6"X4"X16' IN W�THIN A TREE OR SHRUB � �i� TOP OF ROOT BALL TO BE PLANTED 1"ABOVE RELATED DAMAGE TO PLANTS. � (.� BED,PERMEABLE WEED ��/ �' FINISHED GRADE TO ACCOMODATE MULCH. � �;...� B L A C K A N O D I Z E D F I N I S H, N O T H I G H E R gARRIER FABRIC SHALL BE � 'f `� ' � P' . � P�ANT AT GRADE IF IN oPEN�ANDS CONDITION. 6.ALL PLANT MATERIALS SHALL BE OF THE SPECIFIED QUALITY AND SIZE AS NOTED ON THE PLANT LIST, IN ACCORDANCE W �"� V THAN 1 2"ABOVE FINISHED GRADE INSTALLED UNDER MULCH -�. � �"�A � � �� \__`` MIN.3"MULCH NOTE:PLANTS SPACING TO BE GROUNDCOVER OR � � � O LAYER - � - EQUIDISTANT FROM EACHOTHER��s�� PERENNIAL LOCATION THE AMERICAN STANDARDS FOR NURSERY STOCK GUIDELINES.CHANGES AND SUBSTITUTIONS ARE TO BE APPROVED BY �-�,4 l OWNER AND L.A. � � �� U LAWN �`-� � FOR B&B PLANTS,REMOVE ALL TWINE,ROPE 12"THICK TILLED PLANTING BED WITH � }� 0 / / AND BURLAP FROM TOP AND SIDES OF , AMENDMENTS PER PLANTING NOTES �.qLL PLANT MATERIAL IS TO BE IN A HEALTHY,AND DISEASE FREE STATE.ALL PLANT MATERIALS SHALL BE INSTALLED USING � � � - / / � ^�\ ROOTBALL SPACING bp GROUND COVER OR PERENNIALS STANDARD HORTICULTURAL PRACTICES IN ACCORDANCE W/THE PLANS AND DETAILS.THE TREES,SHRUBS, PERENNIALS, .� � � � 3"HI�H WATER BASIN � � �� GROUND COVERS AND GRASSES SHALL BE GUARANTEED FOR A PERIOD OF 2 YEARS, BEGINNING AFTER THE FINAL U �' � ,; �-, EDGE OF INSTALL 2' 'SOIL PEP MULCH,WITH L N � � � � - i FIN�sHED �£ ' P�ANriN�AREA ALLOWANCE FOR CROWN OF PLANT ACCEPTANCE. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL DEAD OR DYING PLANT MATERIAL FREE OF ._ � �, _ �, _J. � To BE AT FiNisHEO�RAOE CHARGE FOR THE TERM OF TWO YEARS FROM THE COMPLETION OF WORK AND FINAL ACCEPTANCE(CONTRACTOR'S � GRADE �� FINISHED GUARAN � � � - I I � : . TEE). � � i - ,, -v�,` �� GRADE ��2 p�� ";. DEPTH OF HOL�-I I I I I I I r I� �� m � � � � - I I I -I I I=I I I I : - I=I I - PERMEABLE WEED BARRIER FABRIC IN BETVVEEN DISTANCE BETWEEN 8.ALL LANDSCAPE AREAS SHALL BE GRADED TO A SMOOTH EVEN SURFACE PRIOR TO ANY PLANT INSTALLATION. POSITIVE � > � � EQUAL TO DEPT I_I I I=I I I _I S H R U B S W I T H I N M U L T I-S H R U B P L A N T I N G B E D S Rows,D-0.86(S) DRAINAGE FROM ALL BUILDINGS IS TO BE MAINTAINED WITH ACCURATELY SET FLOWLINES TO MAINTAIN FLOW. WEED FREE I I I I --- _ , ; , . - oF ROOT BA�� R�- � TOPSOIL PER SPECIFICATIONS IS TO BE INSTALLED AND EVENLY SPREAD TO A MINIMUM DEPTH 4 FOR SOD LAWN AREAS, � 0 � - x � � - - - , .... _ ROUGHEN SIDES OF PLANTING PIT I I-1I I-1I I-1I I � l. -j � "I I I-I I I I r:: I I-_, G� I I I-1I I-1I I-1I AND 2"AT NATIVE REVEGETATION AREAS. NO ROCKS GREATER THAN 1" DIAMETER OR DEBRIS WILL BE ACCEPTED. ALLOW � � � � � � s_i i i�- ` . , . _I I _- I , �� _ � PLANT QUANTITY CHART I I-I I I-I I I-I I I T I M E T O G E R M I N A T E A N D E L I M I N A T E W E E D S. T O P S O I L F O R P E R E N N I A L A N D A N N U A L B E D S S H A L L B E P R O V I D E D P E R � � Q � I=I I I=I I I -I I �=I I I=I I I=I I I=I I I=i �I I=II - � REMOVE CONTAINER,BURLAP WIRE,OR OTHER ; I I I-I I I-I I1- }� i , I I I I I � I I-I I I-I I=I I I-I I I-I I I-I I I-I I�- I I !� � � ROOT BALL MATERIAL,LOOSEN ROOTS IF ROOT SPACING #0�ONTS SPACING PLANT51PER Ff �I I I I��I I I�I II�I I��I I��I I I� � '�I.I�I I)I II o I�I II I I��I1-' SPECIFICATIONS. � L � � I I ' � I-I I I � I I-I I I-� � �- � � � _I I I-I I � BOUND ' . . . ' . . . .� Q� STAKE AS PROVIDED BY MFG, FLUSH I I BACKFILL MIX: 80%NATIVE TOPSOIL,20% ��°O.C. 1.15 36°O.C. 0.186 SUBGRADE 9�THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FURNISHING OF ALL LABOR, MATERIALS,EQUIPMENT, FINAL GRADING, � V SEEDING,SOIL AMENDMENTS,ETC.,AS MAY BE REQUIRED FOR A COMPLETE INSTALLATION. WITH EDGER, SPACED PER I - 2X ROOTBALL DIAMETER PEATMOSS/COMPDST, SATURATE BACKFILL 15"O.C. 0.738 }, � MANUFACTURER'S STANDARD ' ' � I i i ' ' SEE PLANTING SPECIFICATIONS 10.ALL TREES SHALL BE STAKED IN ACCORDANCE WITH "AMERICAN STANDARDS FOR NURSERY STOCK", PUBLISHED BY THE � � AMERICAN ASSOCIATION OF NURSERYMEN,AND THE PLANTING DETAILS. w U SHRUB PLANTING DETAIL UNDISTURBED SOIL S�A�E.�.TS. GROUND COVER AND PERENNIAL PLANTING DETAIL scA�E NTS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH PERIMETER INSTALLATION OF 6 HIGH CHAIN LINK FENCE AT STEEL BED EDGER SCALE:1-1 2��=��_o�� ee ger ru a��g e�e��as THE TREE'S DRIP LINE.THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT, PERMIT BURNING,OPERATE OR PARK EQUIPMENT UNDER THE BRANCHES OF ANY EXISTING PLANT TO REMAIN EXCEPT AS ACTUALLY REQUIRED FOR CONSTRUCTION IN THOSE AREAS. �s� � � � 12.ALL TREES AND SHRUBS AND PERENNIALS ARE TO BE PLANTED IN HOLES TWICE TO THREE TIMES THE WIDTH OF THEIR R E V I S I 0 N S " PRUNE ANY DEAD OR DAMAGED BRANCHES IMMEDIATELY AFfER ROOT BALL AND BACK FILLED IN ACCORDANCE WITH THE DETAILS. E C��,• �� ..�� PLANTING,DO NOT CUT SINGLE LEADER N0. ��'`" -`'`��, �'� � ;�'� � 13. UNLESS INDICATED OTHERWISE ON THE PLANS,ALL TREE AND SHRUB PLANTING BED AREAS ARE TO RECEIVE 3" 1 12.2.11 60%CONSTRUCTION DOC B' �-- �/ �" __ �_ . �� EXISTING TREE TO REMAI MINIMUM DEPTH SHREDDED BEETLEKILL WOOD CHIP MULCH WHICH MAY BE OBTAWED AT THE TOWN OF VAIL. ONLY 2. 2.15.12 BID SET � '�, --��J�"�� NYLON STRAPS ' ' `�� WELL-COMPOSTED MULCH SHALL BE SELECTED. 3. 4.6.12 100%CONSTRUCTION DOC �l1 � � '�� V � � �;-�` DRIP LINE ;/ � � � ��,� �,�- c� �� 9�� / a� 14.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL FROM THE OWNER'S PROPERTY OF ALL WASTE MATERIAL 12 GAUGE�ALVANIZED STEEL WIRE: ATTACH TO GROMMETS IN STRAPS °a„ � ��`��w� GENERATED FROM THE PLANTING OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR PREVENTING THE RELEASE OF SEDIMENT , NOTE: , �` cfl � �/ � �' FLOW FROM THE SITE,AND SHALL CONFORM WITH BEST PRACTICES IN THE UTILIZATION OF SILT FENCES,STRAW BAILS,ETC. Re�e;�ed 1.FOR TREES 3.5"CALIPER AND GREATER - � � �!-- � AS PER THE EROSION CONTROL PLAN. Y e= a „a�saea, P ,,_�,_ �� '\\� TOWN OF VAIL`? ej' � . I (J�J lJ `�1.� �� am 6e m a„ 2.ROOT CONTROL BARRIER MUST BE USED IF TREE IS PLANTED - WITHIN 5"OF CURB OR SIDEWALK. TREES MUST HAVE AN -' �' c�� 1 5. L A N D S C A P E C O N T R A C T O R S H A L L C O O R D I N A T E A L L W O R K W/ R E L A T E D C O N T R A C T O R S A N D W/T H E G E N E R A L UNCUT LEADER&HAVE A UNIFORM TAPER FROM BASE TO TIP. / STEEL SUPPORT I CONSTRUCTION OF THE PROJECT. TREES MUST MEET AT LEAST NORMAL CALIPER&HEIGHT FOR � � j CONTAINER SIZE.OVERGROWN TREES ARE NOT ACCEPTABLE. �� H TOP OF ROOT BALL TO BE PLANTED 2°ABOVE FINISHED GRADE ,',�I � �� 16.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE CONSTRUCTION PERMITS. � \ TO ACCOMODATE MULCH LAYER � � MIN.3"MULCH � 17.ALL PROPOSED LANDSCAPING IS TO BE IRRIGATED BY MEANS OF A LOW-WATER USE,AUTOMATIC, UNDERGROUND 6'HT CHAIN LINK f I D R A W I N G ; \ 1"x1"x 30"WOOD STAKE INTO UNDISTURBED SOIL OR TEE POST,3 PER TREE AT FENCING-TEMPORARY IRRIGATION SYSTEM INSTALLED PER PLANS. ASSUME ADJUSTMENTS WILL BE NECESSARY BASED ON FIELD CONDITIONS, j' EQUAL SPACING PANELS WITH FINAL IRRIGATION SYSTEM INSTALLATION SUBJECT TO TOV PUBLIC WORKS INSPECTION AND ACCEPTANCE. T I T L E : 4"HIGH WATER BASIN , 18.ALL DISTURBED AREAS OUTSIDE OF TREE AND SHRUB BEDS,OR SOD,ARE TO BE REVEGETATED WITH A HYDROSEEDING OF La n d sca pe r $, � ExTENO FENCiN� 5o°io BEYONO�RiPUNE wHEN � o NATIVE GRASS SEED MIX. SEED MIX IS TO BE SPRAY APPLICATED WITH A HYDRO MULCH AND TACKIFIER ON SLOPES 3:1 OR ��" PROTECTING A MATURE SPECIMEN TREE � FINISHED G ADE �`�� - LESS. SLOPES STEEPER THAN 3:1 ARE TO RECEIVE NETTING OR MULCH BLANKET TO MINIMIZE EROSION AND ENCOURAGE . ,. I-- > ;=I -I I I *NOTE � GERMINATION . SEED MIX IS TO CONSIST THAT SPECIFIED ON THE PLANT SCHEDULE. SEED IS TO BE APPLIED AT A MINIIMUM REMOVE ALL TWINE,ROPE AND BURLAP FROM TOP AND SIDES OF LOCATE PROTECTIVE FENCING AROUND ALL eta� s -� I I I I II.. EXISTING TREES TO REMAIN AND LIMIT OF DISTURBANCE RATE OF 4 LBS. PER 1000 SQ. FT. DEPTH OF HOLE =I I I I=I I ROOTBALL AND TOP 2/3 OF WIRE BASKET FROM ROOT BALL EQUAL TO DEPTH I I= �-� I I=I - _� 19. PERENNIAL AND ANNUAL BEDS NOT DEFINED BY CURB OR WALKWAY ARE TO BE DEFINED BY EDGING MATERIAL PER THE oF RooT BA�� =I I I=I I ' ` - I I=I I I=_ ��- - � � I 'I - I I� DETAILS.AREAS INDICATED AS ANNUAL AND PERENNIAL BEDS ON THE PLAN ARE TO BE LEFT 12"SITY OF FINISHED GRADE . _ I I=I I I ` i ` v `. �'i -I I I=-I I I= ROUGHEN SIDES OF PLANTING PIT � I � ' -�n I-I I i 9�,I I�� FOR TOV TO INSTALL TOPSOIL AND PLANTING MATERIAL. I I _ _ - = I- u B� s i i=_ = I = I I�� =� 11 I I 1=l I I-1 I 1=i1 I 1=1 -_ _ _ I I I� i i I I I;��I I �i i �'_� I� I I._I j j��I I��I I I� I I I I I I�I I I I��I I I� I I I I I I I I I I I I�I I I I��i I I I I I P- ,-;I I I i�i I I I��,� I ?� gqCKFILL MIX: SO%NATIVE TOPSOIL,20%PEATMOSS/COMPOST. SATURATE PLAN ELEVATION N R� A W I N G EQ E EO BACKFILLTOSETTLE PLANTING NOTES LARGE TREE PLANTING DETAIL S�A�E:N.TS. PROTECTIVE CHAIN LINK FENCING SCALE:1 ��=��_o�� -g ree an mg, -ro ence ain in. - an ing o es. L�RAW� �1G SYMBCIL.S SHEET 1NDE�C �i,BBREV1ATl�NS REFER�NCE AREA Sheet Current Current �a� ��'� A�S ARCHITECTURAL EXPOSE€?S7EEt ��C �IR�VALVE CAB(NE7 R RAD1t1S '�a GRiD LETTER � BUfLD3NG TRANSVERSE GR1€3 I�Ut1'1EJ�1' Sheet Name �SSU@ Issue Date - ��- ��i�� I AFF A80V� FfNfSH�LOOR �XT �IXTURE(S) RCP REFLECTED C�ILiNG PLAN ALT ALTERNATE GALV GALVANt��D E2D ROOF Df�AIN � �"� �� GENERAL . X PLAl�,SECTlON QR ELEVA7kQN ALUM ALlJM1NUM GWB GYPSUM WALL.BE7AR� ��: ��E��O ��. � DETAIL OR ENLARGEMENT GQ�� GENERAL INF4RMATION & SHEET INDEX 61D SET 15 FEB 2012 g�n� ��p��G �c GENERAL CQNTRACTOR �ECa'a R�QUi��o ,�� : GRip NUMF3ER � BU[LDING LONG!'i'U��NAL GRID X� ARCHITECTURAL ClP CAST-IN-PLACE GFRC GLASS FIBER REIfVFORCED C�NCRETE �� R011GH OPEN(NG CJ GONS7RUCTI�N JQINT HC MAAIDICAPPED ACCESSIBLE ROW RIGHT OF WAY ��"��`��' A100 SHELTER PLANS BID SET 95 FEB 2012 WALL � CENTERL(NE H[�WR HARQWARE RS RQUGH SAViJN Ftoc�R�.�v��.ot� I.QCATION TAIL A101 SHELTER RC PLAN BID SET 15 FEB�012 DATllM DESGRIPTI�N -� X WALL TYPE RE�ERENCE A200 SHELTER ELEVATIONS BED SET 15 �E$2fl32 C�.G CEILI�tG HM HOLLQW METAL SC SOLID C�RE WALL TYPE NUMBER CLR CLEAR HOR(Z H4RIZONTAL SIM SEM1I..AR �-��- A600 SHELTER ROQF DETAILS B{D SET �5 F�B 2012 � LEVEL OR DATUM ELEVAl'ION CMU CONCRETE MASONRY UNlT �p HIGH PQINT S1P STRUCTUFtAL[IVSU�ATE�PANEL _ . ._ ... r ..�.. _. ��-` �'�x" A60'{ SHELTER DETAILS BID SET 15 FEB 2012 coF c�N-��R oF��.u� �� H�� ss STAiNLESS STEEL �r.fl,�'. �'� I f r'�.�; C� �: � �=�� ELEVATION HE1GH7 DQOR TYPE NUMBER 101 DOC?R(DENTIFICATION _ . __ . ...__. ..___ GQL COLUMN fSS lSSUE STD STANDARD FiNESH GEILING OR CONC CONCRETE LP LOW PQINI' �T�- ��- �EPT.OF PUBI.iC WORKS 80FF1T DESCRIPTiON � COW CENTER Q�WALL MC�F MEDEllM QENBlTY�IBERBOARD STRUC STRUCTURE{STRUG7URAL) 1309 ELKHORN DF2lVE 1-�� WWDOW TYPE A3 W[N[JQW iDENTIFiCATION �pp� ,q,�yALYS I S �AII,C�81632 �D DE51GN DEVEL��MENT MECM MECHANICAL �G TEMPERED GLASS t:97�.478.2958 C�ILENG HEiGHT FiE�ERENCE NUMBER TQ T�P OF EN��}� 345113 U.S.6 UNlT A-� EL= X'-X" DIA DIAMETER MFR MAf�UFACTURER • � RQOM NAM� S H E�TE 1� p� DEFLECTION.30fNT i�llN MINIMUM TORD TOP OF RO F DECkf C�EAR HEIGHT E�WARDS,CO 81632 QS DOWNSPQUT ��L METAL t:910.926.3373 101 ROOM IDENTIFECATI�N C3WG �RAWING MR MOISTURE RESISTANCE TOFD TQP OF FLOQR DECK APPLECASLE CODES: A3�CHkTECT FO BOX 8258 RRA,WING NUMBER �� ARCHiTECTURAL DESIGN 2009 INTERNATiONAL Blli�D1NG C�pE tEBC) ��) �XiSTING NA NQT APPi.lCA6L.E TOF� 7�P O�FINISH FE,OOR BRECKENRI€}GE,CO 80424 ROOM NUMB�F2 ACCESSIB1LIlY TITI.�I#ADAAG EJ �XPA{VSION JDINT NIC NOT iN CONTRACT TOC TOP�F CONCR�T� i:g7�,4�3.587$ EL ELEVA710N NTS NOT TO SGALE TOf' YOP OF PARAPET 3507 RiNGSBY C�t, STE 117 X X BIJILQING S�CTIOtV REFERENCE TOS TOP OF STEEL XXXX X?UJC UNIT TYPE occUPANCY CLASSIFICATtQ�f:A3 STRUCTURAL FRAtvEE: Q HR ��-�� -EGTRICAL �iOt# Nt1MBER DENVER,GO 80216 EQ EQUAL OC ON CEN7ER n'P n'P�CAL t:3i33,292.3388 �: XIA� UNIT IDENTIF[CATION BUlLL�1NG TYPE: V-B UNO UNLESS N�TED OTHERWISE SHEET NL3MBER ROOF CC)NSTRUCT(ON: 0 HR �p FLOOR DRAW O� �UTSE�E �IAMETER � ALL�WABLE HElGHT:40 FEET ENGINE�R 11�E.BFJ�tVER CRK BLVD. ACTUAL NEiGHT:30�EET PRC?PERTY LINE PRC?XIMITY FEC FIRE EXTINGUlSH�R CABINET OFCI OWNER FURNISHED,G�f�TRACTOR WSTALLED VER3 VERTICAL gT�202 ENLAF�GED PIAN WALL RATING: �}� FINESH tiEiGHT OF�! 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FOR THE�ROTECTION aF A�L WORK UNT1L lT IS DELIVEREC?TO THE OWNER. � :�-_ ,�:. :, , ��;�:�,..� „ � �,.�.-, .,.,�. ��... , ,,. . �, �,. . , r. ., .: ?�,.��' :��.";' * ,..'.: �`":-,,,J.°%R'-�"`n"3*';. ; _.,., ,,..� ��. :,'�,rn�:,.-��. „5� '� "ry :�>a�"r�5;�: .i'1 ..,.'.;.�,t�- _ �.. , � a,�.:... . ., .,. . :W, ,.z, � .,� � •. �} ��..a _ w �„ ,.� �� i . . �� _ :�.. � :, �.. � . , .., . _ � c .� . `�� _ �� .� . ��. : � . . .. , _. � _, .< � ,��. � ; _ , .; :,�: � r.. . : . _, .. _ , . , � `� _ . _ . . . . _, . _ �. .�.� . r . .. . . �� , , . r.�.�.__. � . . .�_� .�� - �... . . � � _ . .:..,. _ _ y a,,.�, ,� . �kr , .,T. .. �_�c , �. t� n..._ , . , .. � .. , f,.� , , .. . . ,_ «� ,, � . :, -.. <: ! 5. PRiCiN�OF T ES O 22. GOURDlNATE PLACE �N OF L � , - r ,. _ � . .. , ._.: �. . ..F _ _. . . . . »-� ,_ . H E C NTRACT DOCUA+tENTS SHALL 1N�LUDE ALL LfaBOR 13. WHERE NEW WORK HAS�1STURBED PREVIC�USLY INSTALLED�R EX1 TI G M T AL CEILING ELEMENTS W1TH MECHAMCAL, ,:, �: ; , �.� >, .. a�: ��'�� r� . , .:..�. .._,.,...., ,, _._, � �. . .: . ._ �. _ : . � S � . .-�.�,..a;.;' .� .:� ,. . ..�...�.�.. . :�: ,..-..�:. ;� ,-:�.n-'�! ;:;: •>, ...-;�� ,�:�,x.� �. '� - �;:�:;�,^"�R,.K `-.,:� .:'...,,+•.s.. M..,v. .., � .. . . t-� t_�� . .;... . .. ��, . . M. .. a . .. .r.: .,�. � -.: .; ....., . .>r .. .. ... . 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PROJECT IN RCCQRDANCE WITH THE QE I 1NHERE DtSCf2EPANGIES EX#ST BETWEEN D Wi _ ._ _u ,��u..,,.�.� :.�. ._ ,_ _. . _ ... t .,.... _.�" � , , , S GN WTENT DESCR(BED THEREfN. AS REQUIRED TQ MATCH THE ORIGINAL CONDITIQN f)F THE AREA PRtOR TO RA NGS AND FIELD CONDITiONS, .. .e �r.:_ . ... ., _,., ,,....?�- ,,,. :«� , � :,: , >,.� �,< . , ..... *, :.. .��. ,z f�� >.. �;, Y ° '' .':y ,,:�'�, ...: � .,t;.,, , ... . . . .. ,., ax.. �:... :*-• . �'�.. . ,..,.. . .� .� ." . .t_,. .,. , . -',;:. � :::. :`.":x. -x:,�`c, �s ,, ,., ;'""�".. . , .�.j '�„>�x`^".. . :._-."a -^-z....._:, ' �..,.. _. - ... yX .�s�'. �.., #. K t;. .. � .....,�. � . .:..;i� �� TFtE DISTURBAN CQNSULT THE ARCHIT�CT PR10R TO PROCEEDING WfTH INSTALLATIQN. '�� : :� -, � _�.�-��;' ,": �,: ,$� ,� c�. . �;� i . .. . �� ^:�-...�...�. . f- , W 1 N G �� t t:Ttii ..� t : .:'�.: ,'L.'�i.-�A�'C+�9'v . ' .:�'. F .� 1 'x.�..{. ... .;��'� ^a.�i'i '`.w „-.....-,.% �v, i:_.:::: ..^� .' 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S�E STRUGTURAI.DRAWfNGS F R E : � , <:�.. _.,.,....A, :, , 3 ,�,. ,. ��:, . ,w�,. ... . ,, : : _ . , , . : � , . , ALLS,S7RUCTURAL , O XACT LOCAT#�N, SIZE AND TH1CtfNESS �, y�t.� � >. ... ,,.�� ; �,,. - _ � , � ..., t, ;. -x��. _ ..� . �. > � �. : :�... �.,. ,,. ;... , .. . .. .. , :� ,,.r � ,.,:, � , , ^._,. . . �;��. .. . : . _ :.� .. :�� .�� ......,. ....:u... .. ....�t, . . �... ....y...`!�l,G..xh ..c .'�.fb.. .. ....,. �.:� .,•. .. ....... ..�.... ,r_..:.... ... ,..-� . :..,'. :" . ... ... .. � . . N :w . :'.... ,'�.,.,� .,.. � .,:.�. .. :.,e..... ...i ..._ .,..... .....� �'� .. . . . . . . __.,.:.�?t' ..}��.::�.: ..�� ♦� ,�-:: . �._�. . „ . � . .....,': ME B�RS D A I NECESSARILY INDIVIDUALLY QESCRIBED IN THE D OF LL _ . _ _._ _ wu_�;� . , _ _ r : .��. . < . I tvi AN RCH TECTURAL ELEMENTS WITH CNIL, LAN�SCAPE, OGUMENTS. THE ABSENCE A STRUCTURRL�LEMENTS. IF STRUCTUftAL QRAVVlNGS CONFLlC7 ,,_-..:. , , �s, ..� . �,. ... , ,_ '��,` :: .. �,. � .:. _._�. �-. , � , . �.�. �� -- ,, ,, . : ,:>� � ... �, � . �, w;K .. . -� ... '. .,.f.- *..:� .. .., .. ....:. ... :.... . .�. . . ... . ..... . . .... .. : . ... . .r . . . . . . ... .. , :..r. . . _,. :.......�.r ,_,....-... .. .,_..,�..:a .. .._,... -: - .... .. .. , .: . .-.- --._: -- . '-� . � , x:.:._ , . -S. _.::.. . .. :,". ,.,:��._........,--. . .-.. _ . . '.'' ....... ....� `�.. . ..._ ,. 4.._..,. F P [F . ...:� ..... . ... . .,.. ..., �x.. .... . . . .. ....� .. _. _..,.. , � .�..._ AR [ Q S EC 1C DESCRIPT(ON5 0F CU tN P _ __ . . .,.>. ... .. . �,: ,� > . _:,_ . �. . CH TECTURAL STRUCTURAL MECHANICAL PLUMSI G F RE P TC G ATCNING OR FtTTIt�lG REQUIRE[7 WITH ARCNITECTURAL nRAWINGS THE C�NTRACi'OR A L Y T _ .. ,. . .,_ _ _ :, ._ � .. .. . . ..r . u. .., . : >. , , , N , I ROTECl'ION, , � , SN L NOT1F HE , �,,,. : , . . : > r� . ,- '` � :.. .. - ,. �,.,.._. : ,: .,,._ : x=°4..,. <_: , ' . _.. . _. x.. __. ,. � ,> . _ , ,.. _ . . ��.... _ _.,,:. ._ . . ' �. ,�-_,, . , ..,: : ��.. _. ,. ,.. .. . .; u , .. �.,> . _ . .-..,. `: � � _. r .�. __, ,. __ ,,... . . �,.,. T PROFERL A C M A - . : ,�, - _. . . .., . .._ � �... �.,. _ _ . ,.�... .,�,, ELEGTRiCAL AND OTHER p1SCIPUNES DRAWINGS SP�C FI A 1 O Y C C3M QD TE THE SCOPE OF 1IUORK SHAIL�4�T RELIEVE ARCHITECT{MMED(ATELY FOR CLAR3FICA7'1 N RI , - _ ,__ . ,�..,_ . - ,.. _. . .,_. _ .. , .. �, . ��,._ _ f , f C T ONS A�1D � P OR TU PRt3CEEDIfVG W}TH �:� , EXISTlNG CONDITIONS, THE CONTRACTOR QR SUBCONTRACTOR FRQM 7H� RESPONSIBILITY TO WQRK. �� ; ; °�� ''.. } _ 3a '" E - .�. �, . . . � PEaF�RM SUCH WQRK AS REQU(RED TO ACHIEV�THE DE5lGN INTENT OF y`` Y 7. THE CONTRACT4R SHALL PR�TECT ALL(N-PLACE ON CQNSTRUCTl�N, THE PROJECI'. `� �` ` `� . ��_ ��-`-�....�..._. �� . � E.ANDSCRPING PAVING TIL , , U !TlES, ETC. �R4M iJAMAGE �URING 15, NO3ES APPEAR ON DIFFERENT SHEETS FOR DIF�ERENT SYSTEMS ANp � CONSTRU�7EON. ALL�AMAGEa AREAS AND ITEMS SHAC.L BE RESTORED TO CONS7RUCTlON MATERIAL. ALL SHEETS ARE TO BE REVEEWEq AND NOTES � 4RIGfNAL CONDITIQN BY THE CONTRAGTOR QR SUSCONTRACTOFt. pN ANY ONE SHEE7 ARE 7'O BE APP�IED TQ ALL.REf..ATED DRAWINGS AN��TA1LS, ��°� ��t° ��,-��: �� QA�� c� 1. PRQVIDE CONTINUOUS HEAT TRACE 1N ALL DOWNSPOUTS D�WN 1NT0 � LOLJIS � SUB-DRAiN 1`-4"(RE: �LEC.). , �3� �R .� �, 3 � ��°�� c�,� � _ .__ _ . _. :._K r . i�'� :',��{`` i.i �''� � G ��i �d� �EPT.OF RUBLlC WORKS 1309 ELKl�ORN DR€VE VASL,CO 81632 t:970.479.29 58 ENGtNEER 34590 U,S.6 UNtT A-9 Et3WAR(�S,CO 81632 t:970.926.3373 ARCHITECT PO SOX 8258 BRECKENRIDG�,CO 80424 t:970.453.5878 � 3507 RINGS�Y C7, STE 417 DENVER,Gfl 80216 t:303.292.3388 ENGIN��R i 10�.SEAVER CRK BLVp. S7E 202 AVON,GO 81624 t:970.949.61Q8 EN�INEER 11�9 HILLTQR PKiNY STE 206A STEAMBOAT,CO 80487 t;970.846.797U DESlGNER C�NSULTING&ENG � P.O,64X 2117 M4LLS,UVY 82644 #:307.315.8Q54 A B C ,��( ..� � � z�'—a" z'—a" �2,., _ A a c �J � : 10�-fl° 1 Q�_Q„ f �-� � � 2 x 6 STAINED CEQAR FASCIA 3'RIM ' `�� v J (/� -� •\\ / — _. � -�,r,+ (� Wt h�ETAI FLASNING CAP �`C� � � � ' u' a� a� � � �� ,�� _ � ' ��•'``HV�� ' '' � sH��T rEs�.curr��w�t+�ar r�ac� ��\ ��:��; � as� ^/{^' {^' �`` + / � i �� 1, `�+)��+H � W -� C ] � ��: \�\ �� v ELECTRIC SNpWMEi.T @�AVE---r`"� '� �� .,�� \ �' 3"DIQ.PREFINISHEp MTL.paWt�SPflUT � �" � � .} Q �]J\� 4\�\�\\�\\ / ~`_' ` fw�� . �`.�V�4 �.. �ll H�1T TRACE PRE-f€NISNED STEEL SNOW GUAR� `"� � , �\ � � �� , � „ �� C!) a.. ��:�� , ED�E OF RQOF(ABOVE-flASHE�} / 10 -0 �. �� CQ / ��"��` � I 4 x 6 W90D SLAT BEPiCH Wl / � /� �ti,V\\\ \ \\ �� 1 � ■ � j � PRE-F[NlSHEQ SHEET MTL FLAT , 1 �` ��\:. CONT4UREQ SEAT / � � --- ` L•.. 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STE 2Q2 AVQN,CO 8962Q t:97Q.949.61�8 ENGINEER 1169 HILLTOP Ai(Wl' ST�206A STEAM�4AT,CtJ 80487 !:87(?.846.7970 DESIGNER C4NSUL�'!NG&ENG PA.64X 2117 MILLS,WY 82644 t:3Q7.315.8054 A B � E � � � � � � � � � I � � CC� ' � U ? � � 2 x S STAfNEQ CEDAR FASCIA ? �{..,� � TRfMI Wf METAL FLASNING CAP j � � � � Q 3 x 1Q STA1NfD�EDAR FASCIA TRIM i � ; � � -S ''—"'� � � 2 x T&G�EGKIN�OVER ROQF j � � � � .,� Q SHEATHiNG � — i � � ' � � � � r� TRUSS T(�P CHORD-(RE:STRl3CT.� L � � � � � ..�.... N 1 — , — — — ' — C,,.� (C3 � �(� I ; -zs a- � � � i 4a 4— ��r�a��PU�Lfr�S- I E � = �' � (RE;STRUCT.} , ' i� � � , , � ca a � � �, ; � 0• ' � � # j � � Q ; � � I ; i ! 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TRt1SS TfMBER KINGPOST-4 x 4(TYP.} " WALL CAP _ __ . : . : . ;'.,: ' � P o -: � ' : � 3"THkCK CUT S70NE GF�' � 8147 -7 �_ _ �_�_�� ___�_._,�. _ LL' CA,} '. ., : _ : : . ,, SQCID SRtNN WQOfl COLUMNS W!(2�6 x 12 � . : ,: . ... .. . , _ . _ _. _ . ' ' � � 8147 -7 � ; ..,...,. :. ..V :, .''..r , . . :., : :: , . . .. .. ::. ( OPE�"1 Ft T , � I TIMB�R Pl�CES 8 4 x$WOQD SPACER(TYP.} - � : � . : � . . . 4 DRA#N TY - � SL P.) � � `� , . .. ;,, . ,.' �x S�TAINED WOOD SEAT ` . . -- - ' _ � . o0 � � . . � ,';, . " '.. . , . 5 �� ' MEDIA CENTER ENGLOSURE WALL WlTH STONE � ._-�--�, - I _ � :�- : - ' .. ,� � i � BENCH WI CON70URED SEAT � . : , —. °� v . .. � .. .:.. i ��..�,_ �--b--�--- i i __ , ._. ::-�:._ ; �, PAINTED STEEL.AtJ�LE BENCH SURPQRT � � . . , , ' . . :, , VENEER�CONCRETE 9LOCK C4R ( SHE ) - . . E DA D ,,' ;� . . ;. . .< .;.� . _ , , : .:' ., .. , ., . . . .;.. . : :' . .: : : � . .. . . . : :_ ,. , . , . , � :.,° :. . ~ . ; �. .. , .,� � PAINTED STEEL.KNI�E PLATE BENCH lEG . S70NE VENEER RETRfNIN�WACL � _ _ .T.' � ` ` � C� PAINTE�METAL 9ASE BRAC#tET fOR C(?LUMNS - "-'- � � � � � � U , . WITH COPICRETE CORE ' -� - - -- -- �W: r:� �^ LEVEL 0 t o - _._ _ ..._._ � V J -�+ - LEVEL 41 � � { -----r T � ;..:,.,:.. , �. �, :� �; = ,�., (� . .. .. . ., � . . . .. . -. . , : �(FINISH GRAOE � CO�UMN) - : �_. -__�, - - ;� < � . . : : , .' .:� � LEVEL Q1 {FINISH GRA�E C� COLUMN} 1 ��,_ �1-_ _.�..._..,..�_ , � -i-•+ C.� � g143'-1" , ,: , . . ; �,- . � � � 8143 -1 �3° ��° _ Q� � � FfNISH GRADE 8� PAINTED METAS.BASE BRACKET M� � �!� � (RE:CIVlL DRAW3NGS) � � �--DOWNSPQU€THROUGK PAVI�IG (R£:STRUCT.) W L... � �.-==-,- --� RE;C1VIL DRAWINGS FOR ROUTING #*+ L- (SLOPE TO DRAIN) � � � � � � � RE:ELEC.�OR HEAT 7APE r� L � � � NORTH �LEVATIQN - SHELTER EA�T EL�EVATIQN - SHELTER �-- �/� --� �� SCAL�. ��"��-Qn � � SCA�E. ��= t r"/iu � � � � v � � � �' � y— --�-- � c� � Ct3 � � cn = �.. Q � � � � 3 2 1 � � � � A B C U PRE-FINISHED SME£T MTL. 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G 2 4 x 10 TIMBER FIEGES&3 x 6 . ,. . ,.. . •. �- . :.,. . .. : ___... ._.�____ ---� ° � �� . Q f� A tiN � N � � . - `..: :'� • , ,. �';. . �. . , ,.,. . ,. ,- ,' : . . - _ . ... W/(2)4 x 10 TEMBER PIECES 8� �I � .- � �.: . . , .. tNOQ SPA E RE: TR T. . .:. . :,. '.: . ,. .. � ��.: :. ,. .. : . _ _ , � PAINTED PAETAL BASE . � c �{ s uc ) ,.. :.. .. . .. .. . . .. .,.... . T ( TL � . ., . :. ,,, ..; . .. WAL.L CAP ��=�_�- , , ., . . : x .. ,.. .� � 3 6 WOOD SPACER _.__,--�----- . . ` .' _ PAINT O M RL ASE K T ..: . . ,.. . , . .. ,... , ,.,... .. , . , . , ; . .. . . . �_ » , ...:. , _ CKET(RE:STRUCT� E ET 8 BRAC E . .. . , ,. ... : . . , . 8 9 47 7 , . . . ,- , .. . . . ..,- .. . ..,. ..., ,, ,.,: _ , >, . -. • .., ;, . , �: .: . ..., . . . , ,.. . PAINTED METAL DOWNSP�llT I ` ; . . . .. , _ : . 8RA : {RE.STRUCT.) �. . . - 3 7�l K CUT Si'ON CA . .. . . , ... ... ., .. .. ,.. , , C P , . �::- �..' . .. . . ..... , ,. , .. ,:. . '. .. .,:: . 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Utl1NG : ..�. . � ... . ,.. . , , . ;. .; ..: . : .... .. . . „. _ .: , -- ,. , DRA . . . , EVEL 1 fINISH GRADE DATUh�POINT , _ .. : . . . � . . .-. - „ , , ... . , .., �.; , .. ,: . .. ; . �. .. - � �, . , . . • . _. co�u��R�.c�v��aw�wir�cs � ..._, , . , N C? . @ l � . . i , � ONNECT DOINNSPOUT TO ORAI�1 P1PE ' : . ; . ... . -. , . .., � � (RE;CIVfL DRANtINGS FOR ROUi'[NGj FIPl15H GRADE � I j � � � (RE;C1VIL DRAWINGS) � I � � SQUTH ELEVATION - SHELTER WEST ELEV�TICJN - SHELTER " SGALE: a"= 1'-Q" � SCAL�: �"= 1,_0,� � ' � � , , �� o�� . - � '�` � - /�� DA�i11AN � � � ' ' � �QUIS � ;- ' 7,� , KE '�t' , , cor��r�vous�R��E��R , - ' � c'� 003 � MANUFACTURER , � � PR��iN{SFfED SI�EET MTL. A�� GUTTER � PAINTED MTl.. 71E IN UNDEfit.AYMEt�T 1NT0 � � ' � / ALiGN TOP O�PURUN W!TOP O� SNOWGllARD(PT-6) DOWidSROl1T � � ' SHEATHING(RE: STftUCT.) NAIL BAS� � " t � UNDERLAYMENT � . ... , ,r :.._. __ � � ` `{ t�. 1'' , r-'r--' :, � , M�s�RE:sP�cs. � � �� ,�� #� ; � � ;�.,,;��' �� .�� C.��:� � � PREFiNISHED SHEET MTL � � �LAT SEAM SH1NC',LE - � � ' ROO�ING � ` � DEPT.OF PUBLIC WORKS � _ �`` � � 430�ELKNOR�i DRIVE �� ' ----�"'-P VA1L,CO 81632 ` ':�w.`— �' �� t �` PAINTED MTL.RAIL(PT-6) , ��z"�; 7`,. \ � t:970.4792158 '�1�Xy'�tT,.'- l\ � - \ � � �v � ENGlNEER 34510 U.S.6 tINIT A-9 � � : . � SEALANT \� EDWARDS,Gfl 81832 � � � � t:970.926.3373 �� PREFEN[SHED MTL.FLASH(NG-�---�� ( �" h `�`—' / �, �,, � ATTAGHED TO CONTIPtU�US `, `, ARGHITECT FQ BOX 8258 � SHEET METRL FLAT SEAM CLEAT W/HEMMED DRIP EQGE ti ` '� '`• ,.,.�. �, `. BRECKENRIDGE,CO 80424 MTL. SNOWGUARD � SHI�lGLE ROOFING � '� �� t:97Q.453.587$ GALVANIZED&PAWTE� PREFINiSHED METAL FLASHfNG l� 2 X 6 STAINEp CEDAR TRtM � `� � � '� UNt7ER SNOWGUARD. � � `, 35Q7 R[NGSBY CT, STE 417 � � ; EXT�Na UNDER � 6 � � ' D�NVER,CO 8021s SELF ADHERING MEMBRANE �LASHJNG AT TOP ANQ i � � \ LAP IN MTL FLASHING �� SIDES QF SNf?WGUARD. � A600 � WOQR BLOCKING(TYP.} � ` � , t:303.292,3388 � � � � • PREFINISHEQ MTL. FLASHING �� , � ' � � , '� � ENGINEER 110 E.BEAVER CRK BLVD. TO MATCH ROOFlNG ST'RfPPE4 STE 2a2 (NT4 UNpERLAYMENT �—� —�-- , .. ' � 3 X 8 STA(NED CEC�AR FACIA s� � •�, ,', s TRIM � � ` ' /� AVt3N,CO 81620 � - �' , �,, E:970.949.61Q8 SEAIANi' �;�r � '� � � 'f X 3 STAi1VED CEDAR�'ACIA � � ,'� ,�, ENGINEER 1169 HILLTOP PKWY PREFINISHED MTL. ROOFING �- � STE 206A -'��'` A6�0 � � TRIM S�'AINED 2X T&G �� ` ��; '` STEAM80AT,GQ 8Q487 ''"..�� ' ._._ ._.J �?ECKING(PT-3) , `, �.��' (RE: STUCT.} , +� t:970.846.7970 '"�� y � � 2 x 8 RAFTERS @ 16"O.C. �� , �', DESIGNER Ct3NSl1LTING&ENG r UNQEF2LAYMENT (RE: S7RUCT.) � � �� ,, P.O.BOX 2117 7 t � ' . UNQERLAYMEN7' A600 ,' STRUCTURAL ` ` ,� '��j MILLS,WY 82644 .—. ._. ' NAlL BASE FRAMING!PURUNS � \ �t , i:3Q7.395.$Q54 NAILBASE ( � , (RE: STRUGT.)(PT-4) � , ', , � � � � , � j � ATTAGHMENT TO SLC}G.: � � \ ' . /�., ' . � PftE�1NtSHEQ STRUCI'URE ENGltVEER�D BRACKETS,TYP. , ' BY SNC}WGllARD (PT-5)(RE:STRUCT.) �� j� ` � T .^._. MANUFACTURER(TYP.) � � � � - � � ATTACHMENT& BLOGKitVG 6'.X 3 1/2" � BY SNQWGUARQ IVIANU.- PREFINISHEE�M7L. _ � 1NS1'ALL,ER EIVGINEER TO DOWNSPOUT(PT-6) � SNUWGUARD FLASHIN� �- � ' RROV[DEENGINEER(NG Q � � GALCfJLATtONS}DRAWING � 3"= 1'-0" NOTCH 7RUS5�"OP � � �� NOTE: DESIGN BAS��C3FF aF"ALPINE SNOWGUARDS"MQDEL#117 ALL CHORQ 2�"�QR PURLENS U� � ENDCAPS,PlPES,END COLLARS,AND BRACKETS TO BE P1NlSHEE�(PT-6) (RE:STRUCT.) � � � � � � -—� � m �L*- � � SECTI�N DETAIL - ROQF SNOWGUARQ SECTION DETAIL - RO�F EAVE � � 0- �ccx 3"=1'-Q" � 3"= 1'-0" �..a "�"'' � PREFlN1SHE�MTL. RQOF{NG �"' � � � SET ROOFING PAf�EL liJ � � � w� CON7.SEALANfi � � � � v �- T�MATCH R40FlNG S R PPED � �, � � (NTO UiVDER�AYMENT � C� Q � SEA�..Ai�T _��' (f) _"' � � f� � -'��'�� ATTACHMENT OF ROOF � � MTL. SNOWGUARD " �' - �"`"" GALVANIZED&PAINTEQ `,-'� SHINGLES ENG1NEEf2ED BY SHEET METAL � Q� ""`""" y�� MAPtUFACTURER,TYP. RlDGE FLASHENG J (,� SHEET METAL FLAT SEAM SHINGLE � PREFINISHED MTL. FLASHING RQOFlNG ��"`� � T�MATCN RO�F 6� UNnERLAYMENT GONT(NUOUS � t '1 CLEAT FASTENED `J UNDERl.AYMENT -------�---� NA!(�BASE TQ NAIL BASE ,.� W r NAILBAS� SHEATH{NG SUPPORT Sf-lEET METAL FLAT � ' � � ` � {RE:STRUCT) SEAM SHINGLE , ' ' � RO�FING � ` � "� �' , � PREF(t�18HED MTL. lJNC3ER�AYMENT .- ' � � �� - - - - - - _ � _ .. _ _ _ - - - _ � � � _ _ _ _ _ _ _ _ _ _ _ _ _ FLASHlNGATfACHE�T� -° � � � R E U I S 1 0 N S , �� CO�ITINUOUS Ci.EAT NAIL BASE � / � N�. ` \ � � S N QV�1G UARD FLAS H�N� 2 X 8�,�TERS @ ��o.�. , - , � � � , , , o�t.2�,Zo„ DRB Finak Submissian 3��-��_�» �-� 2 Nov.47,2091 DC►Pricing Set � � �` �, 3 ��.02,2019 60%CD P�icing Set ` 4 Feb.15,2Q12 Bid$et � � � 2 X 4 STAINEp WOOD TRIM 4�4.6.12 Change Order 1 STAENED ST'RUCTURAL BL�CKING RIDGE BEAM Gl.(PT-4) 5 Aprii 6,2072 1D0°%Consbvctic�n Dac. (RE:STRUCT.) RQQF SHEATHlNG ROOF SHEATHIN� , STAkNE€7 2X STRUCTURAL ---` Received - - � TOWN DF VAIt PREF1tiISHED MTL. RO�FING � T(gtG DECKING " ByLynneCampbe11at9:48am,Apr11,201 SET ROOFING PANEL[N � (RE STE.tCT,) �XPOSED} ' 3 X 8 STR(NE�WOOD TRIM ,- -- --- - ---��..,.__ CONT. SEALANT z � ��r��sa��o�r�. ��,s��r�G PAi��r�p sRacx��nr�. D ft A 1N I N G TO MATCH ROOFING STRIPPED {P�-5} �.., TITL � : iNTO UNQERLAYMEN7 SEA[.A�tT 1 X 3 STAENED WOOD TREM (RE: STRUGT.) �� MTL.SNOWGUARD NOTGFt TRUSS TflP � � � GALVAMZE�&PAWTED ^ STAINED 2 X 7&G D�CKING(RE: STttCT.} CHORQ 2�"F4R PURUNS 2 x 8 RAFTEftS a� 'f6"O.G. STA(NED STRUCTURAL � ! � PR�FINISH�Q MTL. FLA�F3ING � TF2US5 TOP GH(�R�GL�P'T-4j � TO MATCH ROOF {RE:STRUCT.) ��Q� �� UNRERLAYMENT NA{lBASE D R A W [ N G � d : �NQ1lV�UARD FLA�HIi�G SECTION a�TAlL - R�QF EAVE RAKE GC�NDITIDN SECTIQN DETAIL - ROOF RIDGE � 3"= 1,_0" 3"= 1'-t1" � 3„_ ��-0„ � � � � No-r�s: ��F �ol� 1. COAT ALL BELOW GRADE S7EEL W/BITUMENOUS COATING. � 2. GALVANIZE ALI.ST�EL STRIiCTURE&�ENCH HARDWRRE. /L� DANIiAI�I Q � � 3. REFER Tfl SHELTER PLAN, SHEET A-100, F�R AREA OF � Lt�UiS � � ACC�SSIBLE SEATING W1TH BACKREST/WALL. � . �� 5,�6f� 4� � � t'� �1Q35 � �� AR��°� _ � : _ _ � _ .: . _ , _ � . s( � r,r.1�t 11 i . y'� ({ ^yj i(" fi � � . I S ri. �5 1�, i I!"�i��. . f_/ +-� +—�� 't�'< � ._.. _...__.x... . _.._._.. ...__.. ... __..-._. .....,_... . . � ,' � . �, - � DEPT.OF PUBLIC WORKS 13Q9 ELKHOR�!DRIVE VA{L,CQ 81532 _ _ _ �_ _ __ _ _ _ _ _ � i:970.479,2158 _ SQL(D SAWN WOOD COLUMNS W/(2)6x12 � , TiMBER PIECES&4x8 W�OD SPACER l�GfNEER ,. ..... . E 34590 U.S.6 UNIT A-9 _ _ _ _ _ _ ___ ._ _ . _ __ _ __ _ _ .. .. ..... .... . .. . ,.... ..... .... .... .... . .. ... . _ .__ _ _ EDWA 1632 RDS,Cfl 8 PAINTED S7EEL GOLUMN BASE BRACKET t:97Q.92&.3373 �- STONE VENEER WALL (RE: STRUGT.) CAT�ID� � ARCHITECT PO BOX 825$ � � . 4 X 6 WOO�SLAT BENCH W{ � BRECKENRI[3GE,CQ 80424 1/2"RECESSEQ GURVED SEAT #:97Q,453.587& 4 X 6 WOpD SE.AT BENCH Wi . INniV1DUALLY�AST�NED FROM BELQW 'E/2"RECESSEfl CURVEt3 SEAT ' iNDIVIDUALIY FASTENEL FROM BELOW 3507 RlNGSBY CT, STE 917 10R-5��" DENVER,CO 84216 �,^��, � � t:303.292.3388 ' __ ' ENGfNEER 11Q E.BEAVER CRK BI.VD. __ _ .__ �. __- __ _� _ -' ____ ._ ___ ,.� , _._. . ' ' '� " -_ �� ,.�.�. � _ �--M� -�---� ti% - -.i � �-- ---� ____� f- �--, --�� .�f. � f -_._i ;�-- �"�` r � —��-- �v � �� /- r-- / _ J --_. ``� �--�� _.-� f�� `�`_" � _._� /--� ----'�� _ _ �- ��` s��aaz �� / `� �-_� =-�� .�-� �- � 1 _� - -i -~_ �---Y �-� =c�w , .._'�`i � . �� t 8�4,949.61 82Q � _ n . � ,-, ,; Za� � � _ � ( ;n ( ��w � � ENG(NEER 1169 HILLTOP PKWY r` _ i ��w � STE 206A I _ _ _ _ ;_ ___ _ 1'-5 1 f 2'� `- �j � � (SLt?PE PAVING @ 2% STEAMBOAT,Cf7 80487 (s�o�E�AVi�v�':�2°�0 °w� � �:c�v�� z:s7o.$as.7s7o '(R E:C 1 V 1 L) _ _ D E S I G N E R C O N S U L T I N G R E N G P.Q.BOX 2117 _ _ __ ` - _ _ _ _ _ _ _ _ _ _ � MILI.S,WY82644 STEEL ANGLE(PT-6} t:3D7.395.8Q54 STEE�KNfFE PLATE SUPPORT{PT-6} 4'-3" 4'-3" STE��.ANGI.E(PT-6) 4 "3„ STEEL ANGLE{RE: STRUCT.) LEVEL 1 FlN1SH GRADE DATUM POfNT Q STEEL KNIFE PiATE SUPPC�RT(PT-6) GAST W PLACE CONCRETE COLl7MN RE:CIV(L dRAWiNGS �XTERIOR PAVER AT TERRAGE � FOOQTER (RE: STRUC7.) 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' �� _ _ � _ : ,; t'c� � STU�IE V�NEER WA�L ° � a 4:: ' � _ .. .. . ......_......... .. : i ,..... _..... _... ......_.. ( _ . D `; 4 , : R E V 1 S I O N S � °a N0. 1 Oct.24,2039 C}RS Final Submission � 2 Nov.07.2011 tlD Pricing Set : � STONE VENEER WALL ' '- 3 Dec.02,2011 60%CD Pricing Set , � � ' 4 Feb.15.2012 Sid Set FLEX1Bl.E FL,4SHiNG - . ° ' 4�4.6.12 Change Qrder 1 '. ` . _ __. . . __ _ _ ' _..... _ .... ._ ..... j :'. � � 5 p ( Q12 100 lo Construchon Doc , ��` A ri 6,2 ° ' . `` 4 X fi W�QD SLAT BENCH � 3/2"RECESSED CURVEC3 BEAT �' c _ , . :..... .. .... ... _ _ _ _ _ . . _ _ _ PAINTEQ STEEL PLAT T : �(P -6} .. . .. _ ... .... . . 5 2 ..... ......... .. ...... : . .. ... . .......... .. ...... ...... .. . . ... _..... .. .... . � � ... .. .. .. . .. . .. ,;...... ...... . ... .. . . . . .... ...._. .. . . . _. .. _. __.. PAINTED STEEL ANGLE D d'�'� T��N�F VA� By Lynne Campbell at 9:48 am,Apr 11,2012 ^ ___ �2,� ��, ��_��, �.a N _�� . _ _ �. : _ _ _ __ _ (PT-6} , ( ': T.O. 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(•.r:+�..& .�:,,..r., v. ,w.'� .. . ...„, .a.. ... .-...>.:,._...,.., „ _____ _____ ____ _____ i _____ ; .� � .� � .� _ ,_ � �_ _ _ T ___:_ ,.� � i � PA{NT UP TO 1"B�LOW T.Q. , . , , . ...a �. - ; : .. < q . <. . . .,.,�, :>,, ., ,.,.,.. � I'{ � �-- I �-- � �----) � f---� � !—. �E 1_I� � � j----- I �---~---� �--� � �--� � �----I � � , --� � �----) � :—! � �--� � i---� � (—� � �^ ^k � 1 (--, � I------- � 1--- f �—_ Pav��s ! � �—�--{ .-.�a. �'°-..��,'°:_ 64,. ;°: .�; . 9�� d� .Ya '. � � ' � _ _ _ _ _ a t FLEXIBLE FLAS}-�ING �—� � I I �--I I I--I I i—1 I I—I 1 I f I I � 4 X s WOOD SIr4T s�NCN I i I I--�--I f I I I I—d I !-1 I 1—I I !-1 I I I I—':. ! I—! I I—I I I---I � =I � � < <� °� � o� �'� ,;' a.� °-� : . °. GALV,4NIZE STL.ANGLE 1/2 RECE5SED CIJRVED SEA7 STEEL ANG�E(RE:STRUCT.} � p {F2E:STR�lCT.) QRAWENG [ND(VIDIJALLY FASTENED FRC3M BELOW i I �— —' � — — I �— p 4 6 ; � a . c�rv�r�R S�r��L��p�r� — � p N 0 . STEEL ANGLE(PT-6j SUPPORT ON GRI�A. FOOTERPLACE CON�RETE —€ I �—` I �— I �-1 I — � ?--� ( ¢ 1 I--�I�{— - ST�EE�KN1FE PLATE SUPPORT{PT-6} (RE: STRUCT.} �� I �;� I �— I �------- I �—� I I�(_�;1 � a �--, I � i—) �—� E��ER�QR��,��R�G� 1�: I ��=i I ��= I �=� I �i 1 ��€ I � . o� /lI � � ,--I � 1-1 I �- RE:i..ANDSCAPE DFZAWtNGS I � SMELTER - BENCH & S�UTH !!1/ALL ELEVATI�N DETAIL � SHELTER - BENCH & 1NALL. SECTION DET�IL - SCRLE: 1°= 1'-Q" SCALE: 1"= i'-0" GENERAL 1. DESIGN LIVE LOADS: Ground Snow Load=145psf, Roof Snow Load=80psf, Wind 90mph (3 Second Gust), Seismic Zone B � 2 3 2. RESPONSIBILITY: The contractor is responsible for cross referencing all plans and inspecting work placement at the site to assure that no omissions or discrepancies exist that might adversely l�-b•�Z. - affect construction or the integrity of the finished product. Job site and construction safety are � not addressed in these plans and are the responsibility of the contractor. These responsibilities are industry standard. 2x8 At 16"o.c. Rafters w/ 3. These plans are intended to be in accordance with 2009 IBC code. All construction to be in conformance with these codes. 5/8�� T&G Plywood Overlay 4. Special Inspection Criteria per Section 1704.1.1 See each discipline below � � � 6 3/4"x10 YZ" GL Pulin Per Roof FOUNDATION Framing Plan Connect To GL Top ,-. - e�-ri�`- ""�`- 1. Foundation desi ned in accordance with KOECHLEIN CONSULTING ENGINEERS, INC. soils re ort RUSS . 9 P Chord Per Detail F/S-002 ��--� #1 1-052, which is hereby made a part of these drawings. Maximum allowable soil bearing 1 2 5-001 I� �� : � - pressure = 3500 psf, 0 min. Proper authorization for use of the report or its recommendations � 5.5 are t he responsi bi li ty o f t he owner. 6 3/4"x 1 5" G L Top C hor d �� 2. Soils Engineer to verify bearing soils prior to placing footings or pads. Soils Engineer to provide w� Yz" Knife Plate Cap �� I��'�� compaction testing and verification of all structural and slab sub-grade fill materials. Soils �� • i�� Per Detail D�S-002 /ii� �� i ii ii �'�--�--__ i � ` � inspections shall be performed per IBC 2009 section 1704.7 and Table 1704.7 �i�� i � �� i.i �i ��'�,-�-_, � / � /iii� ii i ��i �� i�i � � 3. We recommend the soils engineer verify during excavation (and before construction of any part � �� i_- �__ M `" � �� i� i ��i �� i�� i �� i� of the foundation) that soils types and conditions match those described in the pit log(s) of the �� /�r+i_ i.i i �i ��i i�i �� ii�i �'-- .�_ above mentioned soils re ort. ��-_i � �� i �� ii �� __� P , , ��-- � L- �� ,I ,� „ �.� I �� I � �, �� ' ;---___ , ( �,, /� -- '�. '-- 16 3 II �l l.l � �,� I`�_'_- - _ 4. Remove topsoils, organic material, and any questionable material below pads and footers. All ,�'� 6"x6" King Post ��i n � �i.,� ,�i__/�X�� ( i �� ii i • ii� r� i.i �'-��_� ,, �,� � p, pads and footings exposed to frost must maintain the required 4' frost depth. Minimum pad ,,� , ��, /i� �� i �� i ��-_i��,�__y; G� p i� �� ii � �� -� ��. ��. �� ,��'s "�, �.� � =�� - I�. i �� .i ii � i �-�� thickness = 12°. The footin g elevations of this desi gn are indicated in economical relation to � �� i �� i. • i ii �i i.� -�M�„�,�Urlin �.� i ' � �i �� i.i i� ri �� i� i �1 ,� �,� ;��, ��, � ,b ,� �, � � ,l, ,I� �� __ ��:-��_��,� �l �� I, / � „� . , ��' �I ��ow�voFVAIL architectural elements. Proper soil bearing and�or the soil report may require lower footings. //,�� ;�� '� /� //��!�� %�i �� i , i �.� �,� � i -i�--�• �'--�.� �� .� ii �� i i i.� iiil 5. Drainage and grading details to divert surface drainage at least 10' away from the structure. ,� �� ,� ��.� ii ii r�i �i �i �� .� �� i.i -_i � � �_ ri �i ii i� n i � i �i iil DEPT.OF PUBLICWORKS �; � G i� �� i� i !i �� l d� � li �� i i �_ -�� ii �� i • i ii I Do not backfill against any foundation or retaining wall until all supporting floor and slab systems �� 1"� Threaded Rod � ,� r �.� �.� �� i � i� � �� i� ,� � �y -�� ( � �i 1309 ELKHORN DRIVE ,� � �i�_ i g s/�� ri--�•��-- �� i�i !� � � �i �i�i� are in lace and securel anchored, or other ade uate wall su ort is rovided. -�,- �__ �i 4 x10 Y" GL Purlin �� i� �� '--��• �'-- ii ' �i I VAIL,C081632 P Y 9 PP P � �� 'r-•�-��.-- �,-------------- �i I � --�_�.-�� ' �I�I 6. Provide 4" diameter perforated PVC draintile in a 12" by 12" gravel envelope at lowest levels �J �-- !�--u- 1�L -ir•- �- .�. �_. __ i�__ ii �� !�-' ��- ii /� �� .� , • r--�-- '�''-r y�• i i t:970.479.2158 � � � �--i�---t�--it--+�--- r- Il.-__ �, �+=i.i'�. � of and perimeter of excavation sloped a minimum of 1�8° per foot to an adequate daylighting 6x6 Kin Post w Yz" Knife �i �� ' �� !� �� i i; �.�i �i-� -��-��--��-•'�-'�'.-��-- ��.� 9 � /ii� �.i i.i u ii i i�l i�� n i� ii �� i . i �� ii ii i�i �7�--��-��--il-�'-r, • drain. Provide cleanouts and screen end. Mirafi or other filter barriers will help prevent drain Plate Top & Bottom Per Detail /i�� ii ii ;o ri i '�ii � � �� ( ii n ��i� �) �I ENGINEER 34510 U.S.6 UN1T A-9 � li hl �.� II II 11 �� ,o il clo in Test draintile before and after backfillin b�i � � � � � �� ( � � � (i �i��i� 99 9• 9• r u �i co ii i �i i i.i �i i� �.i i� ii �i � �i �� ui i 7. All construction and materials to conform with ACI 318. E�S-002. Weld Threaded Rod /i�i�i �.� �.� ^ � i ii i �i �� i , i ri �.� �� , � i�i �.� i� i�i i� ii� EDWARDS,C081632 to Y2�� Knife Plate /�i �� ii i� � i� i i�� ii ri ri ri ii �� i i�� ii ii ii �� i ii I 8. Reinforcin bar to be deformed 60 ksi steel er ASTM A-615 . La all rebar s lices and /� u �� Q i y.i � , „ 1 ,�, i � i!i ( � i i� �� ii.i• i �� i�i� t:970.926.3373 9 �P ) P P 9� i i. ri � I �� ri �i i� �� Q � 3x10 DF#1 Built-Up s [y-��--+E---i� �_�� _ ii. � ii F 3� �i �� ii i� �i �, r� ri i.i �� i �.� li� corners 38 bar diameters minimum. Column w� 3x6 DF#1 �� /,r-��r_..�,�� - _�� 1 �_ ( a'�x10 Y" GL Purlin �� i� ii � i�i �� i� i� i i� ii� i -ir----------- � � � 9. Concrete supplier to provide mixes that replace 20% of portland cement with recycled fly ash �-i.r--�,�--�.�-�- - '_��•�-_-rl�•-��_, -�y�._�- ��--_�i___i�__ ri_ ,»°' i.i �� i� i�i� ' i i� i�i� ARCHITECT PO BOX 8258 from local coal burnin ower lants. Between Per Top View %��.:�: r:;r:1 �i�i n �� o �i i� i -a�a-- i• »--� � �i�__i.i g p p �i Ii ' i � �� ii � --�--�h`---�-i -"-' °- -�---� � ' � BRECKENRIDGE,C080424 Detail C S-002 /i�i i� �� i� � i�i !i i i �� i.i i.i i.i i.i i.i ��---i ---��_�-'�•_ -i��-•�•� 10. Minimum concrete 28 day compressive strength = 3500psi for walls, footers, and pads, and � % r r� �.i �.� � i.� ii i � i ��i i! �� i i i �y �� ii �i �-- 4000 si for slabs. �� /ii �� x �� i� �i � i�i � � � � ii i ( � w � ��i (� ��r.�-- 1 t:970.453.5878 P /i i i i i� ii ii ii ii ii ii ii x �� ii ii �� i i �i ��I l �� 11 l.l � II �� I'I I� I'I l�l I'I �'I �� ll II Il N ll ,l, /�j ll , • ,l� ��, 11. Concrete cover: Concrete cast against and permanently exposed to earth: footing, pad = 3". /�� i • �i�� ii �� • � �� i�� I Concrete ex osed to earth or weather: walls, slabs = 1.5' /i� ii i� �� i �� (� ,l� lI �� i ll �� p l ( � � I I � � � I il �� '�� i�i �� i ,�I� �il�il 3507 RINGSBY CT, STE 117 /l. �� I.l l.� ll �'� �� il 3 I� I II ll PI (I 12. Consolidate concrete per ACI 309. Cast in place concrete shall be poured continuously so as �� _ ii �� __ ��_ iIi 1.�Y �� 6 /4"x10 Y2' GL Ridge iii , i �� y_ �� ii ��___�.� �Ii � �� ii� DENVER,CO 80216 � �---�I to prevent cold joints. � -- - �--�,_�f�- �r: •-- -�L.-=�:_�_.-�:_-��.-__� ��-1L,- - - �,- �Ir �_- �-.-_-- �-. � �-:�.- �-.-_-- a a ` � _� � 1 , !, �-�---�i 1i.�- 11`� ��I -N i .i �- � i� - � -�--'�1-� �I��ICr__'1`� t:303.292.3388 - • � � '----- �_ -- � __ � � � �-'-' -- �--- ,_ - 13. Embedded anchors for steel and wood connections shall be inspected prior to placement for \� �i � �i � T �---�� --- -- � --�I conformance w'th plans. This includes wet set anchor bolts, and drilled and epoxy set A307 �� i �� u �. V � � �� i � .�� i�i� • � v�\ i� �i i� I� �� ' � �� i� ,� �� ii �� i �\ �i �i i� �I� �� '�� i ii ENGINEER 110 E.BEAVER CRK BLVD. threaded rod. The inspector should also verify proper embedment depth (8" min at epoxy bolts), A�� ( i�� ) ri � � • �� ( � �'�j• U �� u �� u�i � i. �I Concrete slump and strength testingfor wall mixes. Periodic inspections shall be performed per IBC Steel Base Plate Per �� i� �� i� �� i�� i� �u �i� �i� i� i �� i �i� �� , i�� N � ( � o �1 1 ( ��i i�i STE 202 2009 section 1704.4 and Table 1704.4 Buildin De artment is ex ected to rovide t ical footin Detail C S-002 �\� �� 1! 1� '° 1� �i I i �1� �� 1� �� 11 �� 1� � �� 1� �� 9 P P P YP� 9 � �� i� i� ia �o t� � � �� i �� i-i �i �� [� �i � �.� �� n ,� ��-- 1 AVON,CO 81620 and wall dimensional and reinforcement inspections. If this is not the case Special Inspector must � �\� �� i �� i �� i �� n n �i �� i i�__�� --��---i+- �-_�i + �{ t:970.949.6108 �� °� � � �.� �i .,� i� '1� � � ii �.- .-' -'�'�' -- . � - "I rovide these ins ections. � �� Q , �_� ��--�--� - �--- i,�. �� - �-- �� P P 9, a � �� - �--�-- �, -�-- �+-- �-�-- iT i i ri ` �-�.L- ��--'��_ -�, � � � �•-,��•-`��-'�'---��-fi -�r-�a r; n n �� i i� STR��CTURAl-EN�TNEE}�1N�6E��IWDRK� 14. Provide 1�2" diameter by 10"min anchor bolts at 24" on center with an embedment of 7" to �� ._�i-•.��n •-!i1�'-' ----- - i� i �� i �� i � i �� I � �--��-�,, - �. �-�-- �� 3 " GL Purlin � 1) � � �, � �� .� �� ENGINEER 1169 HILLTOP PKWY connect framin to foundation UNO . Anchor bolts to be located not more than 12" from s ��-� - �, � i � 6 /a'�x10 Y2 i� i ' i� U �� i ,, �� .i i r� ��I 9 � ) �� i� n � 1� i r� �.i q� q� q� �� .� i � i�� i i� �.� �i �� ( �� STE206A � ) 9 P P �� i� i� ii � � i�� i i� i� �� ! �� i . i�� ii � �ii ii i �� iil foundation corner nP . Use alvanized anchor bolts with ressure treated lates. Finish all ' � % � � � � i� �� ( � � �� i! � i I , ��. �i �a �i i i �. �� ii �� t� i.� �i � concrete wall tops to within 1�8" of specified elevations. ! � i, j � � �� i �i �� i.i �� i � r� �� i �! �, ��` �ii �� i�� i �� ii� STEAMBOAT,C080487 d� � o i� 1 � 1 � � 1 �� I � ,� � 1 �� x �� 1 �� 1� I 15. Foundation insulation and waterproofing to be specified and installed in accordance with the � � � � ��a�� , i� i ,�i �� i�i �� i ��i i i (� �� ii �� c� �� i ��i �� t:970.846.7970 above mentioned soils re ort, IRC, local codes, and acce ted construction ractice. �<��„�, ��,> i�� ,�, ��, �, �� , ,�, ��,��<� �� 1 �� i� � �� i �i �� i i �� ___��!--!�--- .��__� _�� , P P P � // �/ �/ / i // // / ,/, // // // ��. Ii �� i � ii �i �� ii --� I- �i--� -�i W.._ i 16. Do not use foam form s stems without a roval of En ineer. �V�V�V�\%� ��\iV�V�\! V�V�V�V�' � �� .� . �__� -- ��-+�--��-- _ _! � � `�-"'�' DESIGNER CONSULTING&ENG Y PP 9 \ \ \ \ �\ \ \ \ \ \ \ \� a ��° �-- �,_..,�-• '�r"'�'-�-' �u--�� _ ��;��i.�� r��il �//�/�/�/j � �� /�/�/�/ ;//�//�//�// � ��`---�� r- �i.-'�-•�•-�•__--__ - �i �r-- �� _ r� �� I P.O.BOX 2117 17. Provide slab shrinkage reinforcement of 6x6xW1.4 welded wire mesh with 2" laps at a /�/�/�/�/ /�/�/�/�� /�/�/�% � �.�,�•-��_•� _ -�- -� �� __ ,- '�-'� �� (�i� �� A � � - , � - �i 3 " GL Purlin , �� _ �"�'- �� minimum. ��/ �/ �/ �/ / �/ �/ �/ �/ ��/ �/ �/ �/ ��a �/��' �/ / h- ri �a i� i �� .� 6 /a'�x10 Y2 � � �� .�_-��}•��-' �.� i.� �� i �.� 1.i� MILLS,WY 82644 18. Slab surfaces to be left free from trowel marks, uniform in appearance, and with a surface V�jA�jA�jA�� V�jA�jA�jA�j� �jA�jA�jA��jA�a�°� ° ��V�jA`jA�jA�jA�j�� .� �� i � i (� �� Ip '�' �� :�=-�1�� i i� �� i • i i� �i��il t:307.315.8054 / //// /// �//// ////� �////// // ////// // //�/ � �.�i . i i� �� a �' �� .� L � plane tolerance not exceeding 1�8" in 10'0" when tested with a 10' straightedge. �A��A��A��A� � �A��A��A��A�� V�VA�VA�VA�V � `� V��A�VA��A�VA��A� �� i �� i n �� _��-- ,-� •��-��i �� i.� r� �� i � � �ii ��I 19. Provide 1" deep tooled (or cut) control joints at approximately 10' on center in each ��A��/��/, �%��Ai �A��A��/�� a ��A��A��A�/�� !� �� i �� .��_�•��_�� i • �i � �� d i recti o n. �/ �/ � � � �/ �/ �/ ��/ �/ �/ �/ �/ �/ �/ �/ �/ i� �� i � � '�'' _- � �� i �� ;;�/�/� � � � �/�/�� /�/�/�/ � V/V/V/V/V/\ �� i 11�',-'„ Pur1'in �� i � i�� i � � �� '��° 20. Provide 1�2" expansion joint material at all slab to wall, footing, or column interfaces. Provide ji/��//��% ° � �� //��//��/j �//��//��//��//� � �//��//��//��//��//��! ��\� �� ,��'-.�;�� 3 'x�0 y� G� �� i • i��i ��.� �� ii �i_�=�' Q� ��/�/�� / ,��i V�V�V�V� V�V�V�V�V� \ - � 1 �a i i � i i �1� -V a 6 mil poly barrier under all interior slabs for moisture protection and as a bond breaker. A �A �A �A� A �A �A �A�A,�A �.��_- �• i ��6 �4 qi �� i �� / �/�/ �/% a ��°i�/ �/�/ �/ � � �� -_-� � Provide an a roved hardener and sealer to the surface of all slabs. �/�/�/ �/�/�/�/` �� i �� PP \ \ \ \ \ \ V � �' - ( � �� ri �� -�-�� \ \� \ \ \ \ ��,�- �� i �i � �� i� �i �� i ' i ��_�_'� � 21. If foundation is to sit through winter without complete framing, we recommend the building ��//�//'//� �/�/ �/�/ ��I� �� i �� i �.i �� =�-- �A �A �A � __ �A�V��V�� n i� i ,�� i � �� 1�-�= /� � achieve enough backfill, framing, and floor sheathing to protect foundation bearing soils from ��'�%�%�,��„�.�,, ��%� ��i �� ' � i �1i�-�-�' � VJ � /�/��/�i �� (� � �� moisture accumulation and frost heave. �� i i i�� _��1L=��- �� WOOD FRAMING `\VI 11 I I I11 1 1-''=_' R�S TRUSS AT GRID �INE A �� =� � ��-�"" � � C� � �� 7�� 1. Framing plans show structural requirements only. Additional members may be required for L�' -�' blocking, nailers and code requirements. S-0o1 U . 2. Use Douglas Fir or Hem Fir "stud grade" (S4S) 2x6 for all wall studs(UNO). Use DF#2 (S4S) Scale: 3/8��=1 �-O�� RUSS i � � � or better for all multi-stud posts, joists, rafters, headers, posts, beams and plates. S-001 � ^� � � 3. Sill plates and any other lumber in direct contact with concrete- California Foundation Grade Redwood or Species Group B Pressure Treated Lumber. Use galvanized anchor bolts with pressure nPICAL ABBREVIATIONS M VJ � treated plates. BRG = bearing - ��`� � 4. Glulams (GL)- 24F-V8 manufactured in accordance with AITC 1 17-84, fb=2400psi. OK to use CL = center line G E N E R A � � � 0 � �R A M I N G N O TE S � 24F-V4 for simple span applications only. All Glulams used in exterior applications must be sealed -_ � � r-� and protected from moisture with an appropriate preservative. E.E. = each end � R �� F R A M I N G P �A N - �� • r"� E.M. = each member - Block all rafters at all bearing points. � 1 � 5. Laminated Veneer Lumber (LVL)- manufactured in accordance with APA criteria. fb=2600psi. E.S. = each side S-oo1 >> > >> ��1 V 6. Timbers- Douglas Fir (DF) Grade specified on plan- #1 Fb>1300psi, #2 Fb>850psi. E.W. = each way - Connect all 2x12 rafters to blocking with (3)10d nails, and to plate or Scale: 1 /4 =1 -0 NORTH � ^1 � 7. Exterior Wall Ply- 7/16" OSB APA rated 24/16 min with 8d's �6"oc edge, 12" oc field. GL = Glulam beam below with (4)1 Od nails. Provide Beveled Bearing Plate At Ridge � � � � VJ Manufactured in conformance with APA PS 1-83. Floor Ply- 3/4" T&G OSB APA rated 24/0 HDR = header � � minimum, 8d's �6"oc edge, 10"oc field. Glue to joists. Roof Ply - 5/8" OSB APA rated 40/20 ML = Micro-lam O minimum, 8d�s �6�°0� edge, ,2�°0� field. oc = on center G E N E R A � G �U �A M TI M B E R �R A M I N G N O TE S c� �., 0 8. Maintain 6" clearance between untreated wood or siding and soils at finish grade. OF = overframe � r� /1 � OH = overhang - All GL Timber Beams 24F-V8, Fb=2400psi. A F�� 9. 1/2" sheath 100% all exterior frame. Ply to lap floor rim, top plates and sill plate. OPP SIM = opposite similar - All GL Timber Beams used in Exterior Applications must be Sealed & Protected w � 10. All roof plywood place with 8' dimension perpendicular to framing with end joints staggered. PL = plate From Moisture w/ Appropriate Preservative � �� 11. All load bearing headers in 2x6 wall (3)2x10; in 2x4 wall (2)2x10, (UNO). PT = pressure treated � r� � Q 12. Provide 2 studs under each end of all load bearing beams or headers >38"(UNO). (1)King R.O. = Rough opening � �� Stud min.(UNO) SOG = slab o� grade G E N E R A � TI M B E R �R A M I N G N O TE S � � �' 13. Multiple stud posts anticipate 2'min wall sections preventing buckling. Verify new adjacent STR = Structural (� u � openings with engineer. TOF = top of footing � � ( ' 14. Studs removed for doors and windows shall be placed equally at the end of headers, up to TOS = top of slab - All Timber Columns Doug Fir #1 �y (2)king (full height) studs each end. TOSB = top of steel beam - All Timber Beams Dimensions are Actual. (i.e. 4x4 measures 4"x4") A e � O � � 15. Solid block all bearing walls and posts for continuity to foundation. TOW = top of wall � 16. Block all outlookers, rafters and joists at all bearing points. TYP = Typical RUSS 10' 10' • � 17. Wall studs to be continuous from floor to floor, or floor to roof. Balloon frame all gable UNO = Unless noted otherwise S-001---- ---- � � O walls. Provide firestop blocking at 10' max intervals in any wall with studs over 10' height. WS = steel web stiffeners � 18. Connect joists to blocking with a minimum of (2)10d nails and connect joists to plate or r � r � �� r�-----t� r -----h� r------� beam below with a minimum of (3)10d toenails. Connect rim to plate below with 10d toenails I I I I I I I I� I I � � �6"oc. I I I I I I I I - I I �r? O � I I I I I I I I � I 1f I `v 19. Nail exterior wall sole plate to joists below with (3)10d and to blocking, rim or end joist i � i i i i V� i with 10d's �4"oc. 4 x 6 Wood Slat Bench 3 g 4'-4" i i i i i i rTl � l �� /s"b x2" La Each End Of � � i i i i _ i i w v 20. Connect all 2x rafters to blocking with (3)10d nails, and to plate or beam below with (4) 1�2" Recessed Curved Seat Bench Plank To Steel Angle 3�_g°° L______J L _____J � L______J 10d nails. Provide birdsmouth or seat cut bearing at all beams and wall plates UNO. 3 » „� 4" 21. Ventilate roof framin er local codes. L4"x3"x�a Steel Angle r --------- i B ,.,� 9 P (Continuous Each Side) i �----, -, �--- � 22. Nailing, blocking, and all other construction details per 2009 IBC and IRC, such as Table � � .� y2"x15 y2"x Req. Hgt. Steel � � j j S'�02 j r---y�, , R E V I S I 0 N S R602.3(1). (UNO) Plate � i j i i i i i i' � 23. All connector callouts to be Simpson Strong-Tie or equal by Simpson Strong-Tie Company, Painted w Bituminous Paint U To 1" � � � � i i f � N0. � P I � L-_--� L----� I II' I Inc. Install per manufacturer's instructions. Below T.O. Pavers 1'-5 1�2" Provide Non-Shrink S-002 24. MicroLam LVL are roducts b Trus Joist MacMillan. Install er manufacturer's instructions. Grout Below Steel Angle j j �p' 8' L---�� i 1 2-I 5-12 Bid Set � ) P Y P Pavers Over Sand On i � Multiple ML's glue and nail together with (2) rows 16d �12"oc (UNO). Snowmelt Tubing ; a -- 3 „ - j i 2'-4 1�2" 1'-3" � 4-6-12 100%Constl'uChonDoC. � �� (3)/a b x8" Epoxy i - 22'-8 5/8" i 25. If slab on grade is placed on expansive soils (i.e. minimum soil bearing required, see '� ` ` " I = c� Anchors Each Steel H i i � \ r----� r----, i� i � foundation note 1 above) all partition walls framed on slab to be slip jointed per soils report. 3 „ I I I-I _ � � I (2)L5"x5"x/s x 15" Long ' _ '_ � Angle To Concrete Pad i i 24"x24"x12" Pad�� i I r---��,; ,i �i� oo S-002 � � �o � � � � STRUCTURAL STEEL Steel Angle Each Side �III-II I _ �'_�" i � '"� i i (TYP UNO At Benches) i i _ � i i:i; 'i � 1. All structural steel shall conform to ASTM s ecifications A36 exce t i e columns which shall Of Plate ��I I I�� i i i i I I � � � � -� I I I I � i � i � � P P P P � � I I � L----J L----J � � � � - Received conform to ASTM A53 Grade B, and steel tube columns which shall conform to ASTM A500 Grade -III--III-III-II � ' � " 24"x24"x12" Pad At � �-��-�� -�� I i j A � I �----� 26' Ftg. cD ,;: B. S t e e l t o s t e e l m e m b e r c o n n e c t i o n b o l t s s h a l l b e A 3 2 5 s t e e l a n d m i s c e l l a n e o u s w o o d e m b e d d e dBy Lynne Camp be 1 1at 9:4 9am,Apr 1 2 0�2 items shall be A36 steel. Each Bench Support i i 5-001 `� i: ' ' 13 1/2" Wall ;., TOWN QF VAl� 2. Steel column base plates shall bear evenly to concrete below via 4000 psi non shrink grout. i i 2 -4 ��2 ;i 5 1/2" Ledge � 3. Field welds at all structural steel column and beam connections to be inspected per Section j � 4'-6" 4'-6" 4'-6" j i 1704.1.1 IBC � � r �,; � 4. Steel fabricator to rovide EDW with sho drawin s for a roval rior to commencin work. � I � I � 24"x42"x12" Pad P P 9 PP P 9 A BENCH SUPPORT DETAI � A � � ' , � �' Fabricator to provide all applicable welding and shop certifications to EDW prior to commencing I � I i.l ;I work. All special inspections of welds may be performed on a periodic basis per IBC 2009 section S-ooi i I r----� r----� r----� r- --� i ; ; ,I 1704.2 and 1704.3 and Table 1704.3 Scale: 1 /2��=1 �-O�� __ � 17 � � � � � � � � � � � ;� - � �� • � � � � � � � � � � t i 5. Minimum welds to be per AISC and/or AWS, but not less than 3�16" continuous fillet unless p �� I I I I I I I I I � l ',i �� -- - -�-----L -----�- -- L-- ---�-----L------�-- --L------�----�j 6 I otherwise noted. Welding quality control shall be per AWS. All welders shall have evidence of �� - - ------- ------ -- --------- ----------- -------- ---- 'i D R A W I N G passing the American Welding Society Standard Qualifications Test as detailed in AWS D1.1. L4"x3"x3/s" Steel Angle 140"x52"x12" Pad �� (Continuous Each Side) Yz"x15 Yz"x Req. Hgt. Steel w/ 44"x132" Pedestal �\ u ' !� T I T L E : MASONRY 4 x 6 Wood Slat Bench w 3�s"� x2" Lag Each End Of Plate �` _______�___ _______ ______ __ _________ __________ _________ _____ '__� 1. Masonry block to conform to ASTM C 90, grade N. F'm>1500 psi. Block finish and appearance � Painted w� Bituminous Paint Up per Architect. 1 2" Recessed Curved Seat Bench Plank To Steel Angle T.O.WALL - = T.O.WALL � To 1" Below T.O. Pavers N � g ' 2. All walls to be 8" block (UNO). Individually Fastened From � 8147'-4" � a� ° 6' Shelter Framing Below RUSS � � � � A S-001 8148'-10" 3. Mortar shall be Type S and conform to ASTM C 207. Use gray Portland cement in � �--_ -_ accordance with 2007 IBC. Mix in mechanical mixer for 5 minutes minimum. Use within 2 hours � � -� S-001 j � � J S-002 ' of mixing. � � I .- N � N & Foundatlon 4. Grout fill shall be non-shrink, non-metallic aggregate material with compressive strength of � 1'-5 1�2" cn 3'-9 5�8" ,.,� \ 3000 psi min. Grout shall flow with aggregate consistency and not shrink at any age. � 5�" � � Plan 5. Reinforce CMU with vertical #4 �16"oc (UNO). Grout all cells. Install horizontal (2) #5 as bond I I i beam at, window sill and header heights, and wall top. � 6. Solid grout and Vert #4 rebar at all corners, wall ends, sides of openings. Solid grout all , beam and post bearings full height, (3) cells wide. Grout vertical cells in 5' max. lifts. Y2"x15 Y2"x Req. Hgt. Steel `' �3�3�4"b x8" Epoxy 7. Joints shall be slightly concave and solid. Apply pressure to achieve compact, watertight joint. Plate �J �� Anchors Each Steel = � R A W � N G 8. Lap splices in vertical reinforcement only at 1/3 points in vert. wall height. Angle To Concrete Pad _ 9. Install Dur-o-wall, or equal, at 1 6" o.c. as horizontal reinforcement. Exterior Paver At Terrace (2�L5"x5"x3�a"x 1 5" Long Steel 2 F O U N D A TI O N P�A N - N � : 10. Provide 1 2"x10" anchor bolts at 32" on center to connect wood framin to CMU wall to RE: Landsca e Drawin s Angle Each Side Of Plate � 9 P• P 9 s-oo� >> > >> 1 1. Cover tops of wall between workdays to prevent drying. Provide protection from precipitation, 24"x24"x1 2" Pad At Scale: 1 /4 =1 -0 N OR TH freezing, and on site materials. Each Bench Support 12. Build in materials required and furnished by other contractors according to the intended building design. 13. Lintels to be 4 x4 x1/4 (UNO) 14. All work shall be plumb, level, and true to line and dimensions. Avoid use of less than half block �n�cs by proper iayout. B B E N C H S U P P O R T D E TA I L B 15. Special inspector to provide strength testing for block and grout mixes. Special inspector to s-oo1 » > » � verify reinforcing steel, grout placement, and any embedded anchors at all masonry retaining walls Scale: 1 �2 =1 -0 in accordance with IBC 2006 section 1704.5 and Table 1705.1 I J Built-Up Timber Column Per Plan 5"x5"xYa" Welded l�-{�•�2 -� i� Tube Steel Stand Off 5 1/2" N � Holes In Base Plate Below > V � for (4)3/4"b Epoxy Anchors w� � �� 12" Embedment In Concrete � � � �� `n � 3 6 3/4"x15" GL Top Chord ..N,;*; ° - � 12 Y2»x9„x/4„ Base Plate ..,:.a. N � ��^. :�.��'_° � — � � Below Y2" Knife Plate w/ 3/4"b Thru Bolts _ �i�R „� Stone Cap & i �- 3 � � � Flashing per Architect �� N - , 12 Yz"x14"x /4° Base �� . � Ya" Welded Arch. Fin Plate ��--� � �� Plate w� 5 Yz��x19,�X Yz,� � � � ,�: , �„ � -. 5"x5"xYa" Welded ° � Side Plates � ��1 1"x15"x Y2" Cap Plate Tube Steel Stand Off N 2 i � � 14" / , 5 Yz"x19"x Yz" Side (2)#4 Horizontal at � Plates w/ Holes for (4) / ,� Top of Wall 3/4"� Thru Bolts � Stone Veneer per—�/a �� (2)6x12 DF#1 w� ""��' Architect � 4x8 DF#1 Between / (2)6x12 DF#1 w/ 4x8 � COLUMN BASE TOP VIEW DF#1 Between Built—Up �'i` '4. F�. �`� � � '� "•�T �.� � = � �- ��• #4 Horizontal & Column, See C/S-001 Vertical at 12°o.c. � Top View �CNh7ER�01�11VOFVAIL a Brick Ties � 12"oc E.W. DEPT.OF PUBLIC WORKS � G Attach with 2" Galvanized SI D E VI E W 1309 ELKHORN DRIVE 5 Yz" Slab Ledge � � �� VAIL,C081632 �, 8„ 1" Masonary Nails at t:970.479.2158 Concrete. (TYP) Sloping Pavers Per �i � � � 6 3/4"x15" GL Top Chord • Landscape Arch. -�o � 5"x5"x1/2" Steel angle. ENGINEER 34510U.S.6 UN�TA-9 Coat with (2) Coats 3�-� EDWARDS,CO 81632 3 '�� t:970.926.3373 � � Foundation Damp Proofing 1"� Threaded Rod j, �� 5� 1 2' ° or Galvanize w� 1"D Thru Bolt /j��` 3" � i � i At Knife Plate j�, � /�� % `� `/, � ° , . ��%�� ARCH ITECT PO BOX 8258 � ��%��%��%��%� � � E�b dded� 4�3�4 p At� 16 o c�. ° i �/� / /��%/ � � � � a a�� a o � � � ' �� /� \/�/j � BRECKENRIDGE,CO 80424 ��A/�A/�A/�A � � ' , � � �� j,AyV�jA�;�\ t:970.453.5878 �/�/�/�/ � � � / i � - � /V�/�A�/�A�/�A� � a � ��%V�/�/ \ N � � 34" �{ /�� a ° �� N �- ��. /��/��/��/��/° /��/��/��/��/.�/��,��/� �� Yz" Knife Plate w� 3507 RINGSBY CT, STE 117 �� a �� _ 3 „ DENVER,CO 80216 , N /4 0 Thru Bolts t:303.292.3388 �\:�A/�A��\� aa � /�A/�A/�A��/�A/�A/�A/�A/�� #4 Vertical "L„ Bar at 12°o.c.�,j � �/�/��/�ij�/��/��/��/��i . . Each Way Hook to Below 32,. � V� V� V��V��V��V��V��\ � � (2)6x12 DF#1 w� 4x8 � � ENGINEER 110 E.BEAVER CRK BLVD. �, �/�/\/�/�/\/�/\/\� DF#1 Between Built-Up CMU Block Media Center Footing Reinforcement // �°� � �� /� / �� /� �� a 5�8°9� Stainless E�oxy Dowel STE 202 �� . ��a'�, a� V� V�,V�!� V� V� V� V��V Column, See C�S-001 . � (2)#4 Horizontal Bottom, � � ° /��/�/!�� Top View Stone Veneer . Embedded 4 3�4' At 16"o.c. AVON,C081620 of Wall & In Footing �� !��\ �� t:970.9a9.6108 , ,�/ �/,/ / i,��, Per Architect a � � 5"x5°x1�2" Steel Angle. ��A�—EN�� \\�\\�\\ �\o\��\\�\\�\\�\\�� R ON T VI E W �� Coat with 2 Coats �� %�� `� �� ° � � Foundation Dam Proofin ENGINEER 1169 HILLTOP PKWY /��/��/� , / / �� /��/��/��/��.�- Concrete Pedestal �a P g STE 206A � or Galvanize I � Per Plan STEAMBOAT,C080487 #4 Horizontal At 6"o.c. I°� Per Plan -� � K N I F E C A P P L A T E D E T A I L D �,�� ' a � �;� t:s�o.s4s.�slo Ea�h way at Post °� �i��' � /�/�� Bearing Per Soils Report Provide (1) #4 Vertical � �/�� \ �� a DESIGNER CONSULTING&ENG Scale: 1 �2 =1 -0 At Each Corner �/\ �� \ \ Locations s-oo2 >> > >> � �/ � ° '�/ �/� � P_0.BOX 2197 / /\ ��/ �.�\ \ a \ \ � o #4 Vertical And �� ° a ��/j�/� �, MILLS,WY 82644 A �Q U N �A T� �N �E TA� L A Horizontal Reinforcemen V' � ��A��A�j� o t:307.315,8054 –ooz Scale: 1 /2"=1 '—O" Ho ked in�to Ftg. steei ;j � � ° � �V�/j�j� � ,-. �\ �. A�A� � #4 Horizontal At ��/�\�' ° G a �\�%;,; � � 6"o.c. Each Way � � � �� - ,�! �Q G �j\ N � � 2x8 At 16"o.c. Rafters w� �� a a a /� � Built-Up Timber 5 » � � � � � Column Per Plan /s T&G Plywood Over � 52» �, � l � � V �A � 1 �� Bearing Per Soils Report v �� - SEE C/S-001 For � - � � • r--I Sloped Pavers per ��" %�� Base Plate Detail 21� — � F O U N D A TI O N D E TA I � G � 4) � Landscape Arch. V '-, �V� - 1 1�2" i, -- M � � � -- ..� ; N N 6 3/a"x10 Y2" GL Pulin Per Roof Framing s-oo2 >> > » h 1 '/ � Scale: 1 /2 =1 —0 � %� /�� Plan Notched 2 Y2" Into Top Chord A l � �� / � � V./ .�� r--I � % �/ �y �y '�% a`y �y�,%'� °-i M' �— o� 6 3�4"x15" GL Top Chord w/ �� l � Y2" Knife Plate and Holes for V \�/\�/\��f�`� ��/`��/\�/ o�, N � 7 1/2,�� I ' l � C� /�j�//��//A��i��% � � ��/��/i.%� �,� � N (4)3/4„4 Thru Bolts at Each �...� � � \��`�18"��. A%��ooV� " `�� Top Chord • � � . o� %/�/jA/j�/A%° /�/ �%/A �j r� V �'� #4 Vertical "L° Bar at 16"o.c. ��V� � ��V��"�� g�° 6"x6" DF#1 King post w� Yz" � N � � � � � � �� Knife Plate and Holes for 2 3/4"4 � 13" � � � Each Way Hook to Below 38:// a �/��/��// ;.c� � ) �� Footing Reinforcement ��iV�� ° � �V�� /` �� Thru Bolts � �/�A/��/�%\ �;�//�i`��/� � � � � � � � �i �%��/� � � �� ,%'�/,�,�� Stone Veneer � �� / Per Architect e � �� Q 6"x6" DF#1 King post w/ Y2" �,�A/��, ° ° � °� jo/ /�A CMU Block Media Center ��'�� " ° g�° Knife Plate and Holes for (2)3ja"� �"� � �I � � �— Per Plan —� \ c� Thru Bolts Concrete Pedestal �l� #4 Horizontal At 6"o.c. � � Per Plan � - � Each Way At Post �gearing Per Soils Report � � i ° � � � Locations � > � O �--� 4� , �;�,,;, � a ,,�;�, 1"4 Threaded Rod Welded to ( � # � � � ��//� • N Provide 1 4 Vertical �� / %��'� � �I � B �0 U N �,�T� ��f �E T,�� B � Bottom of Knife Plate At Each Corner �jV�j, A�j�A�j�A�� l � ^ � 0 s-ooz Scale: 1 2"=1 '-O„ � ��V��j a a � �A��Aj�� o V �--� � #4 Vertical And a �� FR O N T VI E W SI D E VI E W Horizontal Reinforcemen j� �A/��A�� o � .�,.� �„� At 16"o.c. Each Way /� � � ��/�/ �- � Hooked Into Ftg. Steel �� /��j � � � 5"X5"xv4" weidea E K I N G P O S T P L A TE D E TA I L E �4 Hor�zontai At ��j�%/ ° ° a ��%/��% � W � F—I Tube Steel Stand Off _ N Holes In Base Plate Below s-oo2 SCale: 1 �2'�=1 �-O�� 6"o.c. Each Way . � � ��;� � � � for (4)3/4"� Epoxy Anchors w� jA a �� , a a a /� R EV I S I 0 N S � 12" Embedment in Concrete � `� � N0. i� � 12 Y2"x9"x 3/4" Base Plate 52» � — Below � 1 2-]5-12 Bid Set � 12 Y2"x14"X 3�4" Base Bearing Per Soils Report 4-6-12 100%Construction Doc. � ��_�� Plate w� 5 Yz"x19"x Yz" Side Plates 2" � 14�� H FOUNDATION DETAI � H �„� S-002 Scale: 1 /2��=� �—Q�� Received � 2 6x12 DF � W TOWN OF VA� ByLynneCampbe11at9:49am,Apr11,2012 � ) # � 4x8 DF#1 Between 5/s" T&G Plywood Over 2x8 At 16"o.c. Rafters TO P VI E W 2x Soffit Material 6 3/4"x10 Yz" GL Purlin Notched 2 Y2" Into Top Chord 6" Tall x 6" Wide x 6" Wide x YZ" Thick Built-Up Timber Steel Angle w/ 3/4" Thru Bolts As Shown Column See Top And Y2" Steel Gusset As Shown D R A W I N G i view � ' TITLE : N ( t 5 Y2"x19"x YZ" Side 5 1/2" Plates w/ Holes for � 3/4"0� Thru Bolts � �� Shelter Framing � � �� 5"x5"xY4" Welded � � � � `�\ Tube Steel Stand Off r� �I �I `�' _ �, � � & Foundatlon N / \ ' i �/ � , � i� � � � � P an �, - F PUR �IN PLATE DETAIL F � , .;� ,�_,: ,�� — - �� ; VA VA/� /�A/�A�N ��A �A��A/� s–oo2 Scale: 1 �2"=1 '—O„ %�— - /�\� /�//�// i , �//��/\ D R A W I N G ��/i �V��\, � ,��V��\. � N 0 : FRONT VIEW SIDE VIEW � BASE P �ATE DETAI � C s–oo2 Scale: 1 /2"=1 '—O" � � 4.b.iy Dowel New Stair Slab To Existing Foundation w/ #4 x12" Dowels At 12"oc 16" Grade 12'-0 1/2" Concrete Bumpout For Light Pole. See �q� Beam Architecturals For Additional Requirements. p � _ � 8� 3'-0 1/2" �• � �� D ,��9-. 's� C ,'� — � � �� 8» Grade �� , � � - ° � Existing Wall 9 Beam 5-003 8" Grade �� / S-003 � �� -�'� "'�"� To Remain -�` — Beam � . .- - � -. � � '' � � � �O / / ,._. � ------ --------- ---- ' 6'= o �j� �� % ' � 8" Grade � �i ' � Beam �, �^ A — — �� M�`��" �J`0�`� S-003 i� \ � '� �� ' � �� 6'.`r:o - 16" Grade i ` �� S �, -- f p, �� J'i �31° � Beam � 6,, �� /2, i=`� ��'�. F�. , I I , `s �,� L� � _ I L.. I�. � c��, 46 • °a s� o �'0 16" Grade �TNNER�01�11VOFVAIL D sim � �,. Beam DEPT.OF PUBLIC WORKS � ) � ----- ----- � ��`� 1309 ELKHORN DRIVE --- ---- 5-003 8" Grade G — �� S� / VAIL,CO 81632 Dowel Each Side Of New � � / / ��, Stair Slab To Existing Walls � / UP �� o,� � / , �� eam t:970.479.2158 8" Grade ' w/#4 x 12" Dowel At 12"oc 1' �- Beam 9• �\ / � ENGINEER 34510U.S.6 UN1TA-9 «��• • 8» Grade � , � EDWARDS,CO 81632 Existing Wall �� Be°m � � � � � t:970.926.3373 To Remain � ARCHITECT PO BOX 8258 � W EST STAI R � BRECKENRIDGE,CO 80424 � t:970.453.5878 � 16" Grade / g 3507 RINGSBY CT, STE 117 =- Beam � � DENVER,CO 80216 � 5-003 t:303.292.3388 � CONCERT HA�� P �AZA STAIR PLAN -__ � / , , s-oo3 Scale: 1 /4"=1 '-0" NORTH ENGINEER 110 E.BEAVER CRK BLVD. � / STE 202 �'= I`L AVON,CO 81620 i h "` t:970.949.6108 � STI�UCTURAl—EN�TNEE}�1N�6E��VDRR� �� '�/ ENGINEER 1169 HILLTOP PKWY - i = - i STE 206A � E A S T M A�� P L A Z A S T A I R P �A N -_ �� EAST STAI R STEAMBOAT,co so4s� = t:970.846.7970 Snow Melt Per Architect Existing Foundation Wall � -003 Scale: 1 /4��=1 �-0�� NORTH DESIGNER CONSULTING&ENG (Verify In Field) � `- 8" Grade P.O.BOX2117 � Beam MILLS,WY 82644 � 16" � � c t:307.315.8054 T.O.SLAB ° o � Y nnatcn Existin9 Foundation a g�� 48° Intermediate Landing � � Qo o � a �' , o o a 16" Wide Grade Beam � Dowel New Stair Slab To a a o o � Existing Slab On Grade ° ° � Snow Melt Per Architect Handrail Per Architect w/#4 x 24" At 12"oc , a ° ° ° ° ° _ � � �� a � Dowel New Stair Slab To � �� ° �o #4x24"x24" Slab Existing Foundation Wall Q ° Slab Subgrade Per ° ° o Tie Ca? 16"oc w/#4 x 12" At 12"oc � Handrail Per Architect �, ^ O ,� �--il _I_ Soils Report , Colored Pavers Existing Foundation Wall \ � (� � #4 Each Step (TYP) � Per Architect 16" Wide Grade Beam � a o o (Verify In Field) U #4 At 16"oc Each Way � ` , T.O.SLAB � � �� n S�Qb ��'P� � Match Existing ° � � o o a � � � � D�owel New Stair Slab To � ° ° Snow Melt Per Architect o a .-. a � a ° ° M � � Existing Foundation Walls Each � o „ o o ' �..L� � Side w 4x12" At 12"oc � � 4" Sand or Washed Rock �° '° °' 'e , . ` ° a ° �# (4)#4 Continuous In Top o ° � , m� o , .� (Dowels And Walls Not Shown Of Grade Beam (TYP) _ a �` ' '. °°° 9`, ° ' � a � � 7'-8" Intermediate Landing ^l � �� This View) ' ao � Compacted Gravel Subgrade ° . ° V'� . � . o o a � �� • r--I �- ° � U C� #4 At 16"oc Each Way � (Per soils report) � ° . ° � � � � � � � � ` � a a° Q � � �U-, N ,� In Grade Beam (TYP) 8" Grade Beam •� � � � °•� ° ° ° ° ° � �� . ..° . ° >° ° ° , " ` D D ' o 0 o a � #4x24"x24" Slab � � � r"'' ,.. � �I--� ° � . .. ° P ' #4 At 16"oc Each Way. � �D ' (4)#4 Continuous In �o , _ ° , ° ° ° ° Tie � 16°oc � N O O . ,. ° . Bottom Of Grade Beam ° ° �� 1n Slab (TYP) L ° #4 Each Step (TYP) ° � ° a ° a � � (�P) c, Colored Pavers � ,� � J Snow Melt Per Architect � ��° . . � � °� � �, Per Architect � �� o 0 0 � ^ ' � � ,�.� �"�"1 � � 8" Wide Grade Beam �O L ` ' `� � 8" Wide Grade Beam Snow Melt Per Architect � _ � � l ^v � �� A C O N C E R T H A L L P L A Z A S TA I R D E TA I L ee�ow Slab (Beyond) � �� Be�ow Slab (Beyond) ,o e. � � � � , � 16° Grade Beam Beyond � �7 � �� ° . � � v .^-� s-oo3 Scale: 1 �2"=1 '-0�� NOTE° `� , (2)#4 Continuous In '. o � Dowel Stair Slab To Grade Beams ��' � � � Top Of Grade Beam .,.., � � � Each Side w/#4x24" At 12"oc �� (�'P) � o ^ � (Dowels Not Shown This View) � _�#4 At 16"oc Each Way � �` � O � �� v In Grade Beam (TYP) 8" Grade Beam � � A l O V� � � (2)#4 Continuous In � � � � �7 `� � Bottom Of Grade Beam ° .�� #4 At 16"oc Each Way � v �(�,P) � � � 0 °- In Bumpout (TYP) 16" Grade Beam Beyond � � O � m w � , � � 0 � m � � � ' R E V I S I 0 N S � � B EAST M AL� PL.AZA STAI R DETAI � B EAST STAI R N0. � #4 At Each Corner s-oo3 Scale: 1 �2'�=1 �-0" In Bum out TYP Handrail Per Architect 1 2-I 5-12 Bid�set � P � � 4-6-12 100/o Construction Doc. Grade Beam Bumpout � Provide Electrical For Light Post J Conduits Per (One Side Only) #4 At 16"oc Each Way 12" Wide Grade Beam Architecturals. In Slab TYP NOTE: Snowmelt Not � ) Handrail Per Architect Handrail Per Architect Received '� Shown In Slab For Clarity � Colored Pavers G TOWN �F VAIL " ByLynneCamp6ellat9:49am,Apr11, 2 O ct Q 4 � Per Architect a° Stair Slab/Steps Beyond U a � Q o o a ° 6" Thick Stepped Slab � � � � -� �• m ° � #4 Each Step (TYP) -o #4x24"x24" Slab . � o 0 a� #4 At 16"oc Each Way � � ° ° Snow Melt Per Architect Dowel Each Side Of Stair Q Tie � 16"oc � ° � �, �� a � � I � o In Grade Beam (TYP) � a o ----------------- -- --- ------------------- o Slab To Grade Beam � (2)#4 Continuous In ��° ' ° �� # � o ---- ------------ ---------------------- � � w 4 x 24" At 12"oc c a ° D R A W I N G � Top Of Grade Beam � o o � o° o Colored Pavers T I T L E : � (�'P) � a � " ' ° � Per Architect Finish Grade ° � Finish Grade a� `° , . m ° � � #4 At 16"oc Each Way � ° #4 Each SteP (TYP) �.,`°°. ' .° o� a (2)#4 Continuous In Top ` -- -^---- ------ -- --- --- -- ----- -- v -o In Grade Beam (TYP) /� . , � � v � e g . , � ° � � �� 4" Sand or Washed Rock� ° ° '° � Of Grade Beam (TYP) � a a ' � � � � -�-� � �� e � . � �� . �. � �� . � . � . . . � � Concrete Stair � 8" Grade Beam Compacted Gravel Subgrade�`J L . .° � � � #4 At 16"oc Each Way a a ° o � �� #4 At 16"oc Each Way _ �, Q (2)#4 Continuous In (Per soils report)�2�#4 Continuous In o � 'D I a In Grade Beam (TYP) � a � In Slab (TYP) a � o • �° Bottom Of Grade Beam To p Of Grade Beam #4x24"x24" Slab o 4" Sand or Washed Rock �7 � Foundatlon Plan (TYP) l ° �np� Tie C�? 16"oc - �, (2)#4 Continuous In Compacted Gravel Subgrade � � a `� � � o Bottom Of Grade Beam a �7(Per soils report) � ° � � #4 At 16"oc Each Way � (TyP) 16" Wide Grade � � � � �� NOTE: In Grade Beam (TYP) a Dowel Stair Slab To Grade Beams (2�#4 Continuous In � 8" Grade Beam � ° Beam Each Side L ' � Each Side w/#4x12" At 12°oc Bottom Of Grade Beam ° � e ° � � `� ` ' a �� (2)#4 Continuous In Top (Dowels Not Shown This View) (TYP) � 16" � `� ,� �`� � 16" ;�� D R A W I N G And Bottom Of Grade Beam � � (NP) , Grade Beam Beyond,_, N � : _ _ _ 128„ Top View Of Grade Beam With Bumpout � EAST M A�� P �AZA STAI R DETAI � C WEST STAI R � EAST M ALL P�AZA STAI R DETAI L D EAST STAI R –003 Scale: 1 �2"=1 '-0" –003 Scale: 1 �2"=1 '-0" � �� / � � �` �\ � � \\ � � EXISTING STEEL FRAME � � � AND BASE PLATE- ' �� i i � i i REUSE ' ' EXISTING ARGHITEGTURAL i i �Fj� METAL GOVER AND PIER i i p �,' GAP; REUSE i i �-y�Tj�:0., \ � � ,��Q��5� -_ . � � b� r y o.. � � � � �� c�,�, sr"��p�8 ��• ' i i , ,qo�•.e ro�r� �o„ \ �� i'� � � n�i F�o �'o o.. , N,y�� „ ," ' ^ � , 3'-4" GONGRETE i �� ' " SQUARE PILASTER � � ` \ � . � \ ,, � � _ � , � �� ., - �, . � � P�1r � �� I li''� F�- L� -�� f� � � �° ``�� , , , f � , �_ . � � �~ � � ` DEPT.OF PUBLIC WORKS , " . " #4 STIRRUPS AT I'-O" ` �,( ; 1309 ELKHORN DRIVE i w �� ° -� � , � � � �� , � ` �� I VAIL,CO 81632 Q � � T . . t:970.479.2158 l� � - � : � a � � � / � � � ; i = Z� � �� , . 0� l� - �� (8)-#6 VERTIGAL BARS � � `� / ENGINEER 34510 U.S.6 UNITA-9 „ - ��W � ° � � 3• � � � ' EDWARDS,CO 81632 w� � �� .,'� � ��,� � � � �sr ,�' �, �� p (4)-3/4' m x 3'-6' THREADED �� C � / t:970.926.3373 I ffl � � :� RODS (A30'7 STEEL) WITH /� � � �� ;�'� ARCHITECT PO BOX 8258 �Q ` 3'-O" MIN. EMBEDMENT G ��\ � �\ I ' ` ` BRECKENRIDGE,CO 80424 � � � - �� 2" m WASHER AND NUT � \� � �� ;' t;970,453.5878 � � � � �� , � . -' : ' _ , �� . \ _ �, � ' 3507 RINGSBY CT, STE 117 FINISH GRADE - - � �4�_#� x� �� DENVER,CO 80216 AND PA�/ERS _ � � SA,g � `�� ', ��i t:303.292.33$8 c�ti-�r� . . � ' �° �.; �._o„ y � . . . ...:..., . < . ... .. -:.:. . G . �T �� ..,... ' '' ' � C� ST� ENGINEER . VER CRK BLVD. , • �... „ . �� . . . .. .. ,,. .. � / � ''� . ..... .. ... . . . . ... ... . ,. , � 110 E BEA - - - �� STE 202 � � � � � � 'll illl-ll � , `° `, � I1-111i��11' �� ,��,o � / � � � �': AVON,CO 81620 -'� .-,IIIII - ° IIIIi�.- ��, r�o,�, �� . �' ,�oti°,t. t:970.949.6108 � , � � � �� j C�� ` � ,F,. S��3. � 6" GMU STONE �/ENEER � � �O � �� / FC �'FA" ' � � ` � SUPPORT FULLY GROUTED i� ��-- �� ti � � � . ENGINEER ENGINEERS 1NC. � . � �''� �TST ��Si �FR P.O.BOX 1658 �� ' `<,Q FF�<� AVON,C0.81620 � =1 I II I � � I II I_I_ � � ��' z -�11i11111�� - ��IIII��II�- _ � V' ��oc��,g�s�i t:970.949.7768 - -I I- � , � � � =I1.-1II� � �� F,cF �G DESIGNER CONSULTING&ENG � � ' �ic F�y 3: ' �' � � � �-g P.O.BOX 2117 � " , �� .. � 4��2 �i �� FJ MILLS,WY 82644 �. � - � '�w� T�� o �.� � � � t:307.315.8054 0 � � ° � - � a� a � � �� N _ �, �III� � �� - �III� ` \ W , , � � _ =��= � - I�III� - -- - � . � i-i i i-i i _ Q i i i-i \ � m W - �, A � #8 BAR AT I'-O" O � 5'-O I/16" EAGH WAY '^ U � V J � -�--+ � � � � �� C � f O1�1 1 � � .� c� 3/4" _ �'-O" /�� L � -1-+ • GENERAL NOTES � � � ._ � � U � �--� � ,-- , 1. LIVE LOADS USED IN DESIGN: C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ��j � A ' � - ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY \ � �r � � A. WIND CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS U � � (� 3 SECOND GUST 90 MPH SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. _� \ \ � � � FASTEST MILE 85 MPH I � ^` y_ EXPOSURE B D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR I � u, O PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL `'- ' � ^♦ � B. SNOW g SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM � f �� I � � � � � � � � � �� O � GROUND SNOW LOAD P 145 PSF D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE I I �l � � � � � ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL � � � � � �� \ , � � }, C. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. REPORT FOR DESCRIPTION OF BEARING SOIL) . � � � _O �` � � � � - , �� S_ D. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2009 EDITION. E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION PIERS IN 12 I/4" = I'-O�� / � INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER \ J ' , 2. TESTING, INSPECTIONS AND OBSERVATIONS: TO SOILS REPORT FOR BACKFILL MATERIAL. v � � � A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. F. CENTER ALL FOOTINGS UNDER COLUMNS. r }, O STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE � � �, � � -- - � U �I--; CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY �-� INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. w INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. H. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. E. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS 5. CONCRETE STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT 1. SOIL PREPARATION A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, LATERAL SYSTEMS ARE IN PLACE. R E V I S I O N S a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN- STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE 8. NON-SHRINK GROUT NO. APPROVED REPORT. CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 1 BIDSET 2-15-2012 2. CONCRETE CONSTRUCTION A. NON-SHRINK GROUT SHALL BE PROVIDED: a. PERIODIC INSPECTION OF REINFORCING STEEL. FOOTINGS 2500 psi STD --- --- 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. �ADDENDUM1 3-2-2012 b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. FOUNDATION PIERS 4000 p5i STD --- --- 2. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH 1Q0%CONSTRUCTION DOCS. 4-06-2012 c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. �CHANGERORDER1 4-06-2012 FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR B. FOOTINGS AND PIERS SHALL NOT HAVE 70INT5 IN A HORIZONTAL PLANE. CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 9. GENERAL d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE TECHNIQUES. WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. Received e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF TEMPERATURE AND TECHNIQUES. CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. B. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER TOWN UF VAIC ByLynneCampbellat9:49am,Aprll,z 2 3. STEEL CONSTRUCTION ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 6. REINFORCEMENT AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON EXCEPT THE FOLLOWING: ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF ACCORDANCE WITH SECTION 1704.3. A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE HIS ITEMS. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 6e. PROJECT N0. 8719 DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, C. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE B. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE 1. CONCRETE POURED AGAINST EARTH 3" ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED D R A W I N G � MADE OF WORK IN PROGRE55; AND A VISUAL INSPECTION OF ALL WELDS 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. T I T L E : a IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" `° WELDING. C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL EXPOSED TO EARTH. ° 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EozTZON. E N T RY S I G N 'd' 2. WELDED STUDS. E. WATERPROOFING, ETC., SHALL BE AS SHOWN ON THE ORIGINAL ARCHITECTURAL o d. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED DRAWINGS AND AS INDICATED IN THE ORIGINAL SPECIFICATIONS. � MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. BY THE STRUCTURAL ENGINEER. MAKE ALL BARS CONTINUOUS AROUND CORNERS. v e. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS F. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR � FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED 7. STRUCTURAL STEEL WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. � CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF N COMPLIANCE. A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD °' f. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH CONDITIONS AND CIVIL ENGINEER DRAWINGS. � BOLTS. SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST Q 1. WHILE THE WORK IS IN PROGRE55, THE SPECIAL INSPECTOR SHALL EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. H. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS �? DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. D R A W I N G c � PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH N O : �, STANDARDS ARE MET. THE SPECIAL INSPECTOR SHALL VERIFY THAT B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT c THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLE55 NOTED W SNUGGED. OTHERWISE. a m � � 3. FOUNDATIONS C. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY J STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. � A. MAXIMUM SOIL DESIGN PRESSURE 3000 PSF � D. MINIMUM WELDS TO BE PER AISC TABLE 72.4 BUT NOT LE55 THAN 3/16" CONTINUOUS `� B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 11-052 FILLET UNLE55 NOTED OTHERWISE. � Q BY KOECHLEIN CONSULTING ENGINEERS, INC., DATED DECEMBER 15, 2011. rn � m 4-b•IZ — �� ..�.4,. � � �� : � _ _ ._ �� .,F;' ,`'�. F:. , � � . `� �;T L.� � - � C' f� �CNNEF2�OWIV OFVAIL DEPT.OF PUBLIC WORKS NOTE: Paint intake vent, 1309 ELKHORN DRIVE ventilation louver, exhaust VAIL,C081632 4-6-12 40 duct, etc. to match stone 4-6-12 4� veneer NOTE: Paint exhaust flue to t:970.479.2158 match shroud Handrail Per Architect � Architectural Standing Seam Boiler Exhaust Flue ENGINEER 34510U.S.6 UN1TA-9 Steel Roof Panel w/Overlap Per Mechanical EDWARDS,C081632 Seam In Bronze : t:970.926.3373 Ventalation Louver Fnish Grade � ARCHITECT PO BOX 8258 BRECKENRIDGE,CO 80424 Intake Vent t:970.453.5878 Exhaust Duct � 4" Telluride Gold Rock �—u 3507 RINGSBY CT, STE 117 DENVER,CO 80216 Veneer Installed Mosaic i _ �r� �_ 4-6-12 40 r t:303.292.3388 Style To Match Adjacent �-�., ��e �a e i � 9• � ) � Bld TYP i o � i ENGINEER 110 E.BEAVER CRK BLVD. i STE 202 4-6-12 4 n�� `� AVON,CO 81620 Guardrail Per Architect ' o �I�o°�o °Doo°Doo°�oo°C� �i 0 00�0 00�00�00� I I ^ \ 001�•� O o0�]o-0��00 � i NOTE: Paint exhaust flue to uo�o o ❑o ❑o I t: 7 . . ��°�� oo' °°oo�oo� � ' STR�CTURAl—EN�TNEEl�1N��E5T�VDRR� ; � O�❑°O�❑ ❑ ��00❑ ❑oDoo� I I match shroud ' ��o�°o� o ❑� oo�oo� i i r--------------------------------------------� ENGINEER 1169 HILLTOP PKWY Boiler Exhaust Flue ��r�'��❑�°❑�o❑ ❑ �CI❑°o°�❑°0°0❑°0°0❑°o i i i �Lo�ooDooO❑ 0� o� 00 0� 00 I STE 206A Per Mechanical � uo 00 00 0❑ ❑Oo�Do�Oo�Do� i i i ,_�.1��❑�0�❑�00❑��0❑� ❑G��ooOooDoo�❑ i i STEAMBOAT,CO 80487 II n �� . 00 00 00 0� opo 000 000 00� i i i t:970.846.7970 , , I � uo� o�Do�Do�Do� �OIoDoOo�000�oOo� � I 'f�� _ _ . ,�i oLJ❑ �oo�oo�oo�❑ 0 00�00�00�0❑ ❑i�o�Do�Do�o � �--------------- --� Architectural Standin Seam Guardrail Per Architect ��oo��oo��oo��oo��oo��oo� ��DooOooO❑ i i o� 00°0�°00°0�°00 0 00�00�0 � � DESIGNER CONSULTING&ENG g n��oo�oo�oo�oo�oo�oo� ❑ o[�❑00❑00❑ � � P.O.BOX 2117 Steel Roof Panel w/Overlap Exhaust Duct • �u°o�o°o�o°o�o°o�o°o�o°o�o°o�o❑ ❑�i�OC�o� i i ❑ MILLS,WY 82644 Seam In Bronze ' °��°°o°�°°o°�°°o°�°°o°�°°o°�°°o°�°°o°�°° °��°°�° � � t:307.315.8054 ��J flna Do°0000 o� 00 0� 00 0� 00 0�0 00� I I ❑o ❑o ° _� ,_= i i .,_, . , �DDO00�0 I Fnish Grade I Guardrail Per Architect " �,�o�oo�oo�oo��o 0o i o .., ;.o t' ��❑oo�❑oo�❑oo� Do�� i i i i o�Oo�o L� �00°00°00° �L�❑ I I I I f1na��o�Do�Oo�O o� I � � I o Doo Sandstone Cap Per Architect �J�oO�o��o0�00�o i i � o��° � � ' � �� Fl��sn c�ade �i uo°o 000 00°0°o°o°o°o i I � i ��o°�C � C I I I I � NOTE: Paint intake vent, i i r ��-.-'-� Guardrail Per Architect �0 oi -�-�-� - -- - ' ventilation louver, exhaust 4-6-12 4Q i �i �i i i i°��o❑ � � 00❑� � duct, etc. to match stone � i L__J ^ 1 �� ' " Flnish Gmde � � I I �� veneer : �� _ �� i � VJ � �� ❑�oo o°o—�= Intake Vent i � � � � " o� Do�o❑DoOo❑�oc�- �------�-----------------��--�� 2 ; o0 00 o SOUTH ELEVATION +� ; � ��o�o� One Hour Rated 3'-0"x 6'-8" Steel ' -------J----- -----------�--J s-ooa- >> > >> r/� °0❑°°°°0❑°°°°0❑°°°°C� Door w/ Locking Commercial Grade Scale: 1 /4 =1 —0 v l � • Finish Grade o o Do�._ ❑o� Hardware, Painted To Match Railings. � � � �� o° 4" Telluride Gold Rock Veneer Installed � `�'� • � � � (�sPa)ic Style To Match Adjacent Bldg. /1/'� � � °o � w � (19) 6" Risers '� ��- ❑� Sandstone Cap Per Architect 4-6-12 40 � � � ; �� 12" Treads � o � � , �o� ; o� ❑° NOTE: Paint exhaust flue to �� , �� ' r"� � `0 0� match shroud ' l � U C� '— ° o o�` Handrail Per Architect Boiler Exhaust Flue v �� , � � �� -�1 � � � o�° Per Mechanical � � � � �,' � uP � o�Do ' \ � O � , � V o Flnish Grade � � ��0� Fnish Grade .., ..., . -,;::. ., i i i i i i i °`' Architectural Standing Seam � �.,.� � � � � ! � � Steel Roof Panel w/Overlap rr� � ^ , � �.... 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(TYP) °�� 4-6-12 100%Construction Doc. � Flnish Grade r L—�� I II I I I � I __—_ I I —� I I � I I I � I r I� � I Received L_._J �. T�WN Q F V��.� By Lynne Campbell at 9:49 am,Apr 11,2012 � J 3 WEST E�EVATION -004 Scale: 1 /4"=1 '-0" D R A W I N G T I T L E : Boiler Enclosure Elevations D R A W I N G N 0 : - a GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: E. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL \ STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR A. WIND LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT 3 SECOND GUST 90 MPH LATERAL SYSTEMS ARE IN PLACE. FASTEST MILE 85 MPH EXPOSURE B 8. NON-SHRINK GROUT B. SNOW A. NON-SHRINK GROUT SHALL BE PROVIDED: GROUND SNOW LOAD Pg 145 PSF 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 2. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH C. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. D. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2009 EDITION. 9. GENERAL I 2. TESTING, INSPECTIONS AND OBSERVATIONS: A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. . A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. B. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER I r � I ' p STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS I 1�1 +�1 �h� IIif1 � L� _�-� � I� CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED AND SUPPORTS SHALL BE OBTAINED. UNLE55 SPECIFICALLY DETAILED ON INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF DEPT.OFPUBLIC WORKS BUILDING CODE. HIS ITEMS. 1309 ELKH RN DR VE VAIL,CO 81632 B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS C. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, t:970.479.2158 SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED . 1. SOIL PREPARATION ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED ENGINEER 34510U.S.6 UNITA-9 a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN- BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. EDWARDS,C081632 PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE t:970.926.3373 APPROVED REPORT. D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL EXPOSED TO EARTH. 2. CONCRETE CONSTRUCTION I a. PERIODIC INSPECTION OF REINFORCING STEEL. E. WATERPROOFING, ETC., SHALL BE AS SHOWN ON THE ORIGINAL ARCHITECTURAL I /� ARCHITECT POBOX8258 BRECKENRIDGE,CO 80424 b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. DRAWINGS AND AS INDICATED IN THE ORIGINAL SPECIFICATIONS. � t:970.453.5878 c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR F. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. ' iI 3507RINGSBY CT, STE117 d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION DENVER,CO 80216 TECHNIQUES. G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD � �� e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING CONDITIONS AND CIVIL ENGINEER DRAWINGS. � li t:303.292.3388 TEMPERATURE AND TECHNIQUES. d � • 3. STEEL CONSTRUCTION H. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ; ii ENGINEER 110E.BEAVER CRKBLVD. a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. i i� STE202 EXCEPT THE FOLLOWING: i ii AVON,C081620 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN i �i t:970.949.6108 ACCORDANCE WITH SECTION 1704.3. i �i b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT ; ENGINEER ENGINEERSINC. DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, P.O.BOX1658 WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE AVON,C0.81620 VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE t:970.949.7768 MADE OF WORK IN PROGRE55; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP DESIGNER CONSULTING&ENG wE��zruG. P.O.BOX 2117 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. MILLS,WY 82644 2. WELDED STU�S. t:307.315.8054 d. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. $�""""`�, e. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS �,�-.�a•-��°�__--.,, x� �`" '��., a. FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF p'�,� NEW STEEL PILL�°:iZ COMPLIANCE. � ��.� ;� MATGH �XISTINC� AT � f. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH d�� `�i ��ST M�LL �'L�?� 1 BOLTS. �� Q� 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL �t�'��` ,' � ^ DETERMINE THAT THE REQUIREMENTS FOR BOLTS NUTS WASHERS AND '� ��°° � � s ,41ZGHITEGTUIZf�L METP�L GO�IEIZ i�� L PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH e AND PIE� GAP; MATGH EXI�TINC�� '� }, � STANDARDS ARE MET. THE SPECIAL INSPECTOR SHALL VERIFY THAT GO\/�� AT �AST Mf�LL PLA7A '� THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY ;� \ + � U ,�� SNUGGED. ,� � EXISTINC PYLON- f�EUS� , �� U 1 v, W W O v` 3. FOUNDATIONS � NEW GONGRETEi PIER i � e� Q , � � .O A. MAXIMUM SOIL DESIGN PRESSURE 1500 PSF � rI-'' - - � _ � L L � �\ �� i 1 I ''� ^♦ �/'� • B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 11-6024 �`¢�� f � �1 W �/�/ � •(� BY GROUND EINGINEERING CONSULTANTS, INC., DATED DECEMBER 14, 2011. � �'-4° GO NG1��T� � , I U � }� / sc�u�� Pi��sT�� j j ,�� , N � C. THE FOOTTNG BEARING ELEVATION SHALL BE A MTNTMUM OF 48" BELOW GRADE. EXACT p 1 � ' �'��—NEW 5�-6�� -6�� X,��2�-O�� B E A R I N G E L E V A T I O N S S H A L L B E V E R I F I E D I N T H E F I E L D W I T H A C T U A L C O N D I T I O N S B Y I � I FOOTING WITH tt8 AT I'-O" U � �(� C O N T R A C T O R W I T H A P P R O V A L O F S O I L S E N G I N E E R. � � il EAGH WAY (BOTTO�"1 OF � � \ D. ALL FOOTINGS ARE TO BE PLACED 4' -0" DEEP PROPERLY MO=STURE-CONDITIONED � O #4 STIIZ{ZUPS PT I'-O" � ;� - - - - I', �OOL� �'�O" BE !OW TZ / � � `� .ACJE MINIMUM) � � O AND COMPACTED FILL SOILS APPROVED BY THE SOILS ENGINEER. BACKFILL - — J i / � IlJ LlJ � W SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM L (� � � � � � O � � ; � i D1557 UNLESS OTHERWISE RECOMMENDED ZN THE S02LS REPORT. IF SOFT SPOTS ARE � � � � ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL - � � REPORT FOR DESCRIPTION OF BEARING SOIL) . � O � l� (�)-*�C �/ERTIGP�L BAfZ� �'� � � d 0 �� W - �� -� � � E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION PIERS IN 12 W (� - (4)_�/4" m x �'_�" TH�E A,DF_C O �f1 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER = (]� 1ZODS (A�O-( '�T��L) WITH =' �� ' � . J V TO SOILS REPORT FOR BACKFILL MATERIAL. � � - I�, �'-O" MIN. EMBEDM�NT � � O � O1�1 � � �T � � � 1� �l� �`'� � � F. CENTER ALL FOOTINGS UNDER COLUMNS. � 2" cD WASH�� Ah�ID NUT �J O ! � = f � f �l�l � � � O l�l�l � � 'f O�l �l�l � U G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY , � � I � � � �� BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. � ��` � FINISH GRADE -- � � ,� �� 4�-#F� X i I/4" = I'-O„ � � H. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. � OR PA�/ERS -� �a"� i � � � -= 5. CONCRETE ` � ( f - - - - - - - - - - - - - - - ��.� _. .�I I-1 I I�I I I I I I I I I-1 I I-1 I I-1 I I-1 I ITI I-TI-1 I I I I I-1 I LI I I-1 I I-1 I F-1 I 1-1 I' _ _ ��,`, �� — I.�� —I..--: � �>J� A. ALL CAST-IN PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, ` �II-III-II II-III-I� R E V I S I O N S STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: �� -"�=111 III-1" �'''' " -':ill � II�.' GOLD JOINT �� NO. CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. '� 6" GMU STONE �/ENEER 4�yA �f FOOTINGS 2500 si STD --- --- � SUPPORT FULLY GROUTED " r' 1 BID SET 2-15-2012 a. �� I I I�� ' a = � � ��I I1- � �,_ „ — FOUNDATION PIERS 4000 psi STD --- --- j � �` _ v - �J� j't �ADDENDUM 1 3-2-2012 � � �I I—I I I I_I I�_ � / 1Q0%CONSTRUCTION DOCS. 4-06-2012 B. FOOTINGS AND PIERS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. Z ir�ll.�_ .�'' � .�"' III�III�III- UCHANGER ORDER 1 4-06-2012 � /� s _ �� T.-. � C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE ' _- " WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE �i , ., NOTE: BUILD GONGRETE � STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF �t' , PIER BELOW GRADE ONLY; CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. � � BEND�/ERTIGAL REINFORGEMENT � _ �� AND LEA�/E BELOW GRADE Received 6. REINFORCEMENT (� _ GOVER WITH SOIL . ," _�. €�+ ' _""',� �� TO W� �F v�� By Lynne Campbell at 9:49 am,Apr 11,201 1 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM "� , _.,->�'�e�� A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE IIIII ` IIII' � '��'�re� � p#a��'�° DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. =iii�iir � =i�iii� � PROJECT N0. 8719 i—i i—i i i i i—i � B. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: - Q 1. CONCRETE POURED AGAINST EARTH 3" �8 BAR AT I'-O" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" m�5'-O I/16" EAGH WAY / D R A W I N G a 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" T I T L E : �n C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH o SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. � �� ► o� 1 SIGN PILLAR N D. NO SPLICES OF RE2NFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED ° BY THE STRUCTURAL ENGINEER. MAKE ALL BARS CONTINUOUS AROUND CORNERS. 3/4" = I'-O" v v � 7. STRUCTURAL STEEL 3 � N A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS o� WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH � SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST 'p EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. U MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. D R A W I N G � v� B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT N O : � CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED c w OTHERWISE. m � N C. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY \ o STANDARD QUALIF2CATIONS TESTS AS OUTLINED IN AWS-D1.1. J � D. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS � FILLET UNLESS NOTED OTHERWISE. � � � � ,- Q �� ;,, , ••°_••° _- -=----- • rn - � m / � � , � � 9'_4 � /�.b.12 _ _ \ - _---- � ` _---� � ,___-''� _� i ___- ___-- � � l 1 ' 'I I ' 1 i __-- � � � � -' i � � I � 1 T.O.SLAB � 1 �1 Provide 1 2" ex ansion oint TYP � � 8165.9' � 1� � � " � � P J � ) �` � � i1 �� I� �� . : � I � �\� 4" SLAB ON GRADE 1 � � l� � � � 1 �' W g» Wall �i i �� i �� -�a � � � „ Fpoting � � �� , �6 � �� i M�`�� Add Xypex Add Mixture To Ceiling And '�i �� 46 i �� 1� Wall Concrete Per Manufacturer's � �� o � �� , ;! `�T f Instructions And Apply Xypex Coating To � �� O � �i �i ' ,��ti ";. ,�`t ", � � = I L.. �. Top Of Slab Per Manufacter's Instructions ��1 1�i �� i �, �� CNh7ER�OWIVOFVAIL � i1 �� i �� ,�� DEPT.OF PUBLIC WORKS D press Wall At Opening � � i � � ' Brick Ties � 12"oc E.W. 1309 ELKHORN DRIVE � i � �� -- i � ,i 1 � � , --___ __ � ^ Attach with 1" Masonary VAIL,CO 81632 E � ___---- � , 1 � � , Nails at Concrete. t:970.479.2158 \ S-005 � �_- � __--'-- � �`�' (�'P) . i � � ' _--� � � 4" Telluride Gold Rock ENGINEER 34510U.S.6 UN�TA-9 �1 I__ __--� / � y 4"x4"x1/2" Steel angle. EDWARDS,C081632 � Veneer Installed Mosaic St le Coat with (2) Coats � � �__--'- � %� To Match Adjacent Bldg. t:970.926.3373 Provide Daylighting Drain ��,P� Foundation Damp Proofing � � In Slab Locate Per M� �,��, � T.o.wA�� ARCHITECT POBOX8258 Consult Mechanical En ineer \ 'a F�n�sn Grade Galvanize 9� \ 8167-g BRECKENRIDGE,CO 80424 For Required Opening In Roof \ \ p (2)#4 Horz. top of wall Slab For Boiler Exhaust Flue. 5/8"� Stainless E oxy Dowel t:970.453.5878 � S-005 1/2" Expansion Joint �Embedded 4 3/4'�At 16"o.c. ,____ ' �� 6" Slab on grade �� 3507 RINGSBY CT, STE 117 � � cr DENVER,CO 80216 �� / 1 26� T.O.SLAB ;- �I � � �; \� variES a t:303.292.3388 A a � ° � �� F � S-005 ENGINEER 110 E.BEAVER CRK BLVD. � : ° STE 202 �� S-005 �� . 4" Sand or Washed °R,Qck • R . r � AVON,CO 81620 �� 1 ,� Compacted Gravel Subgrade� ° �\ t:970.949.6108 i� ,v, � � (Per Soils Report) Vert. #4 � 16"oc , (2)#4 Horz. bottom ��A�--EN�TNEE}�1N��EST�TIWDRR� 1 Horz. #4 � 16"oc a ENGINEER 1169 HILLTOP PKWY � �i �� ^ a �of wall and in Ftg. STE 206A �1 � � a . 8" Wall ° �i STEAMBOAT,C080487 �i �i v° t:970.846.7970 � - �, �i �� ,° T.O.FTG. � DESIGNER CONSULTING&ENG A � �� 96'-a-" ,�� o ° P.O.BOX 2117 S-005 �, �� , ° _ i �� S- MI307.315.8054 4 � �8' cr i � , 4x7"x24" Vert. Reinf. � 12"oc Per Plan \ � __� � 4"� Drain Tile in Gravel Bed � \ i ___--_. 1/2 '-6 ��2 �Alternate Bends in Ftg.) �o Wrapped in Mirafi at Lowest \ - ____- / 6'-2 2g Bearing per soils report Levels of Excavation � \ L--�� 6,_3» (Per Soils Report) see Detail F/soo5a For Boiler B B O I �E R B U I �D I N G �O U N D A TI O N D E TA I � B O � - - -- Exhaust Flue Design #4 Each Step (TYP) g Architectural Standing Seam Snow Melt Per -005 Scale: 1 /2��=1 �-0" �� O �� Steel Roof Panel w/Overlap Mechanical � � � ^ S-005 Boiler Exhaust Flue � 1 � g�_4" Seam In Bronze � Handrail Per Architect Handrail Per Architect Handrail Per Architect � v � ap er ec anica NOTE: Snowmelt Not �� - Shown In Slab For Clarity � � • � / Consult Mechanical Engineer o .. �.� . � ' �,' . 'I �� For Required Opening In Roof i i 2x6 Framed Rock Veneer � ''; ^ � r i i Backin Walls Stair Slab Ste s Be ond M VJ � �' Slab For Boiler Exhaust Flue. i i g ' � P Y F.L.' 2 Mats Of 4 At 6"oc �i ��]' d � (2)#4 Continuous In Top �� I�� 6" Thick Stepped Slab � � � � # I � � ••�• ° Of Grade Beam (TYP) Sandstone Cap Per Architect � �� r—� Each Way In Slab . �i �i o " " �'�4" Sand or Washed ock grick Ties � 12"oc E.W. Attach with 'I , �4 Each Step (TYP) �� T� � � � T.O.ROOF SLAB i I I ❑ •• S d 8165'-10 3/4" � I J: J • �, - �CompactedrGravel ubgra e 1 Mason y Nails at Concrete ( ) � � Dowel Each Side Of Stair "1 . . . . . . . . . . . . (Per so'Is eport) �� SIM Dowel Stair Slab Steel - i ar ' . TYP � � � ) ;� � •. ° , ° _ . '� , ---- ---- --- - - -- -- _ _ Slab To Grade Beam Into Roof Slab �,. :. � 4'x4"x1/2" Steel Angle Coat ' � ' �'� J , , , .... . .,.., . . . a� --- ----------- -- ---------- � � w/#4 x 24" At 12"oc C.� S-005 �i �i � ;: � �IEp. w 2 Coats Foundation Dam � N O Guardrail Per Architect _: ' . `; - �-. cn � ( � P -; �� ° . , -' � Dowel Stair Slab To Grade Beams � Q - - � #4 At 16'oc Each � o , Proofing or Galvanize � Finish Grade � 4" Telluride Gold Rock Veneer a� � , ° -o � Each Side w/#4x24" At 12'oc Installed Mosaic St le To Match � � Way In Slab (TYP) � ___ _ __ ___ ___ __ ______ __ � y i , � (Dowels Not Shown This View) � � � � � � Adjacent Bldg. (TYP) � � � i i �� 5/8"� Stainless Epoxy Dowel � ' , � (� #4 Each Step (TYP) � °_ ° ; ' ° ` # �co - v Embedded 4 3/4' At 16°o.c., °° ' .�� ° �' vn � rl 1 �� O � J 38"x38" 4 Slab Ties At N ,� � � �°"''�""""� °"� X��"�'� � o u/ Snow Melt Per • � J a 12"oc In All Walls N #4 At 16"oc Each Way � #4 At 16"oc Each Way � a � r� Mechanical o � p � ,� �'� � In Slab (TYP) a < � � � � � � � (2)#4 Horz top of wall In Grade Beam (TYP) � � o o � 4° Sand or Washed Rock � � (� 0 ��:�"�f��al�IHorz top � � Add Xypex Add Mixture To Ceiling And (2)#4 Continuous In Compacted Gravel Subgrade a � � � � � I # � Wall Concrete Per Manufacturer's Bottom Of Grade Beam a (Per soils report) � ° ° � O �, ^ � HOrZ. 4- Cs� 12"OC � �v�,��v��c� aa � �LI ' 8" Wall Instructions And Apply Xypex Coating To (TYP) 16" Wide Grade � � ' Vert. #4 Cs� 12"oc � . � o • Horz. 4 C� 12"oc Top Of Slab Per Manufacter's Instructions � \ \ �"'r � � � 8" Wall # Beam Each Side 4 � ° ��:,'� - Vert. #4 � 12„oc ° � � '� � � �� ° � � 0 Provide Daylighting Drain (2)#4 Horz. bottom 1�2" Expansion Joint of wall and in Ft � �16"� ,� , � � �72"\ � � 16" � V �,..� � • � In Slab Per Arch. 9• �� ? 4" Slab On Grade T.O.SLAB � � � .. a: . .. " � N Sloped To Drain 8165'-io 3/4" 104 �� O�6 � :. O ' . T.O.FTG. � O � ��`= ✓ � , .: � "' = 8165'-6 3/4 � V #4 At 16"oc Each �• 4"� Drain Tile in Gravel Bed ~� li Wa In Slab TYP � ; i � �6" � Wrapped in Mirafi at Lowest C i v O � i , Levels of Excavation F O U N D A TI O N D E TA I L C i �n � i (Per Soils Report) s-oos >> > >> N a o -';J J Continuous 6 Mil Polyvinyl Scale: 1 /2 =1 -0 R E V I S I 0 N S L------------------------------------------ _ ;'• � _ ��;,,.-' 4„ Sand or Washed Rock N0. NOTEe Compacted Gravel Subgrade Dowel Stair Slab To Grade Beams � 16" �-- (Per soils report) 103-2-12 Addendum 1 Each Side w/#4x24" At 12"oc 4"�Drain Tile in Gravel Bed Boiler Exhaust Flue Cap 4-6-12 100%Construction Doc. (Dowels Not Shown This View) Wrapped in Mirafi at Lowest Per Mechanical Levels of Excavation � I (Per Soils Report) j I I A BOILER ENC�OSURE �OUNDATION DETAI � A � � I � � 12"b Boiler Exhaust Flue w/ Received s-oo5 SCale: 1 �4��=1 �-O�� Architectural Standing Seam � i 3" Min. ClearanCe All Around ' ey�ynnecampbeuat9:4sam,Apr11 2012 � Steel Roof Panel w/Overlap I TOWN UF VAlC"' �� 8" Concrete Wall Beyond � I �� 1 4 Horz. Cont. Seam In Bronze � I � � )# I I Stone Cap Per / � � 6" Slab On Grade �i i #4x24"x24" Slab � I � Schedule 40 Steel Pipe g"x8"x Ya" Steel Plate Welded to i i Tie � 16"oc I I � Architect Handrail Support Per Handrail Su ort w 4 g/6"� Holes Slope Slab �i �i � � � � (2)2x6 Rock Veneer Backing Arch. Each Side Of pP �� i 4' Slab on rade - Walkway. �» As Shown For Yz"� Epoxy Anchors � a g T.O.SLAB � i i (�IP)w/Brick Ties At 16"oc To Walkway Slab a 9395�-g�� 4" Telluride Gold Rock Veneer I � a � I y2�� P�Y Installed Mosaic St le To � D R A W I N G I Brick Ties At 16"oc Each Wa a ,�� a Thickened Edge Of Y � � I � � � �� o �' �� Match Ad'acent Bld TYP I - Y a � � /�// / a a Walkway Slab � e � ep 4" Sand or Washed Rock 1 9• � ) � I T � �' � E : �� ° e . e� . - ° � Attach w� 2" Galvanized `� � � // /�//�/ a 6" Slab On Grade Continuous 6 Mil Polyvinyl � ��.� � Schedule 40 Steel Pipe i i I � Roofing Nails At Framing ° � Handrail Support Per Snow Melt Per Mechanical Horz. #4 � 12"oc �Compacted Gravel Subgrade � � Typ . '�� ° Architect Each Side Of 4 At 16"oc Each Wa �� Vert. #4 C�? 12"oc (Per soils report) 12" Thick Enclosure Roof Slab - � � —� (� ) B�ilVY` � 8" Y' � Slab (TYP) y �� ) # � I — Walkwa �.- � a w 2 Mats Of 4 At 6"oc � 1 2"�bx10" Anchor o � � a � i Bolt C� 24"oc � _� N.� - Each Way In Slab � � PT 2x6 Sill Plates Enclosure Slope Slab Per (4) Y2"� Epoxy ,° � T.O.SLAB � -� Anchors Each Handrail ai�s'-o"t Grading Plan � 8" Wall � ° ^- a I (2)#4 Horz top of wall T.O.SLAB Support Plate To (2)#4 Horz. top and bottom � ° ��n�l'�P VARIES � a � � � o � � � � a� � o � Slab of wall and in Ftg. a 8" Enclosure Wall � l,L V �o a � •— o ° s T.O.FTG. i 93g2,—�„ � Per Plan � I � � °°� a �°a ° a° a a °. � ° ° �a � , � � ° Consult Mechanical Engineer . ; D R A W I N G � - For Required Opening In Roof �. � N O : 4" Sand or Washed Rock Slab For Boiler Exhaust Flue. \ . 16" #4x8"x24" Vert. Reinf. Cs� 16"oc J Compacted Gravel Subgrade v (1)#4 Horz. Cont. 4"�Drain Tile in Gravel Bed � � (Alternate Bends in Ftg.) .� (Per soils report) \ i � / �_, � �/ i � Wrapped in Mirafi at Lowest �� Bearin er soils re ort 38°x38" #4 Slab Ties �� Levels of Excavation g p p At 12"oc In All Walls Add Xypex Add Mixture To Ceiling And (Per Soils Report) See Also Detail A/S005 Wall Concrete Per Manufacturer's Instructions And Apply Xypex Coating To Top Of Slab Per Manufacter's Instructions � �OUNDATION DETAIL D E �OUNDATION DETAIL E � BOILER FLUE �RAMING DETAIL F s—oos >> , >> s—oo5 Scale: 1 /2"=1 '—O" s—oos Scale: 1 /2"=1 '—O" � Scale: 1 /2 =1 —0 GENERAL NOTES : ABBREVIATIONS/PLAN SYMBOLS ISSUE LOG 1. THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATION BOOK (PROJECT AFF - ABOVE FINISHED FLOOR (E) - EXISTING NIC - NOT IN CONTRACT / ,` / ��:� -t�e �, �• M A N U A L). AFG - ABOVE FINISHED GRADE EAT - ENTERING AIR TEMPERATURE OBD - OPPOSED BLADE VOLUME DAMPER M E C H A N I C A L S H E E T I N D E X o,� ' � �,�" K Q �•,J'� 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. REFER TO �o� � � ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. BDD - BACK DRAFT DAMPER EXH - EXHAUST OC - ON CENTER � v '� � , �� /�� io�'� . 3 2 8 ; 3. BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR PIPING REMAINING TO BE CONNECTED TO NEW SYSTEMS. BFG - BELOW FINISHED GRADE EWT - ENTERING WATER TEMPERATURE OSA - OUTSIDE AIR c� �� ,,k, � � �� ; � • ? �/�� v oZ O . 'O .� � �� ' � . PROVIDE CONTROLS, ETC., AS REQUIRED TO RESTORE CONTINUITY OF SYSTEM (S), OR TO MAKE NEW WORK MEET BOP - BOTTOM OF PIPE FROM FINISHED FLOOR FBO - FURNISHED BY OWNER RA - RETURN AIR # TITLE Q� �� "�� '� / �� ` �_ �J �.'��' • EXISTING CONDITIONS, WHETHER INDICATED OR NOT. o o°�/o��o a /� o°�/�� ' �FS`� ' �'� �j�� CFM - CUBIC FEET PER MINUTE FCO - FLOOR CLEANOUT SA - SUPPLY AIR p � � c, � Q ^ c, / - �'�O�A� �� ,• 4. SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND COORDINATE AS ' REQUIRED BY THEIR RESPECTIVE AREA OF THE CONSTRUCTION, NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS CONN -CONNECT GPM - GALLONS PER MINUTE (WATER FLOW RATE) TYP - TYPICAL M-000 MECHANICAL COVER SHEET J J J J J J J J , , OR CONFLICTS. CO -CLEANOUT LAT - LEAVING AIR TEMPERATURE UNO - UNLESS NOTED OTHERWISE I I � � � EMP M-100 EAST MALL PLAZA MECHANICAL SITE PLAN J J J J J J J J 5. VERIFY EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPING, AND RACEWAY SYSTEMS PRIOR TO COTG -CLEANOUT TO GRADE LWT - LEAVING WATER TEMPERATURE W/ - WITH � TRENCHING. CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. I DN - DOWN (N) - NEW WCO - WALL CLEANOUT CHP M-100 CONCERT HALL PLAZA MECHANICAL SITE PLAN J I J J J J J I J J 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT, OWNER, AND , ENGINEER. M-200 FRTB SNOWMELT SYSTEM FLOOR PLANS J J J J J J J J ��1 i�''S I��`� I I r+�t F�; L� -�� `� 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER WORK IN CONFORMANCE WITH ALL APPLICABLE I I CODES, ORDINANCES AND LIFE SAFETY FEATURES AS REQUIRED BY LOCAL, STATE, OR NATIONAL AUTHORITIES. PLAN SYMBOLS M-300 FRTB SNOWMELT BOILER PIPING DIAGRAM AND CONTROLS JI J J J J JI J J THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT IF MODIFICATION OF HIS/HER WORK IS REQUIRED FOR M-301 CHP SNOWMELT BOILER PIPING DIAGRAM AND CONTROLS J I. J J J J J I J J DEPT.OF PUBLIC WORKS COMPLIANCE. G CONTROL OR SNOWMELT PANEL Q THERMOSTAT � POINT OF DISCONNECTION — -- 1309 ELKHORN DRIVE 8. ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE, OR EXCEED THE MINIMUM MATERIAL AND METHOD EPD EMERGENCY POWER OFF SWITCH Q REMOTE TEMPERATURE SENSOR 9 POINT OF NEW CONNECTION I VAIL,C081632 I t:970.479.2158 REQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING, MECHANICAL, PLUMBING, FIRE AND 2011 NATIONAL I ELECTRICAL CODES, MOST CURRENT NFPA, ALL LOCAL ORDINANCES AND AMENDMENTS AND MANUFACTURER'S ENGINEER 34510 U.S.6 UNIT A-9 INSTALLATION RECOMMENDATIONS. IF A CONFLICT BETWEEN THOSE PUBLICATIONS EXISTS, THE MOST STRINGENT EDWARDS,CO 81632 REQUIREMENT SHALL APPLY. P I P I N G SY M B 0 LS t:970.926.3373 9. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION PRIOR TO ACCEPTANCE BY I I THE OWNER. -SMS- SNOWMELT SUPPLY pl PLUG OR BALANCING VALVE � HORIZONTAL CLEANOUT I ARCHITECT PO BOX 8258 -SMR- SNOWMELT RETURN � FLOW BALANCING VALVE �� VERTICAL CLEANOUT I BRECKENRIDGE,C080424 10. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVATION, SUPPORTS, SAWCUTTING AND PATCHING, — t:970.453.5878 CONCRETE/PAVING, ETC., AS REQUIRED. BACKFILL TRENCHES IN 6" LAYERS AND TO 90% COMPACTION AND PATCH -G - NATURAL GAS � PLUG VALVE IN RISER � FLOOR DRAIN TO MATCH EXISTING GRADE. I -MG- MEDIUM PRESSURE GAS � GATE OR GLOBE VALVE IN RISER � FLOOR SINK 3507 RINGSBY CT, STE 117 11. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH EXISTING CONSTRUCTION WITH NO NOTICEABLE DENVER,CO 80216 DIFFERENCE IN CONTINUITY, APPEARANCE OR FUNCTION. - D - DRAIN PIPE �� DRAIN VALVE W/ HOSE END � ROOF DRAIN _i t:303.292.3388 DOMESTIC COLD WATER p� TEMPERATURE CONTROL VALVE STRAINER W/ BLOW-OFF VALVE � 12. PROVIDE 4" HIGH CONCRETE EQUIPMENT PADS BENEATH FLOOR MOUNTED MECHANICAL EQUIPMENT, IN ADDITION TO � ENGINEER 110 E.BEAVER CRK BLVD. ANY BASE ASSEMBLIES REQUIRED OR RECOMMENDED BY THE MANUFACTURER. -- DOMESTIC HOT WATER � PRESSURE REDUCING VALVE �� SHOCK ABSORBER STE 202 ISSUE LOG KEY: AVON,CO 81620 13. DUCTS, PIPING, AND CONDUITS PENETRATING THROUGH ROOF SHALL HAVE ROOF FLASHING COMPATIBLE WITH THE --- HOT WATER CIRCULATION � VENTURI/FLOW INDICATOR FS FLOW SWITCH > > � � � cv N N N N t:970.949.6108 ROOFING SYSTEM. SEE ARCHITECTURAL DRAWINGS. IN THE ABSENCE OF ANY OTHER REQUIREMENTS, PROVIDE . ISSUED AS PART OF A SET H e ' NOT PART OF SET w � � �� SHEET LEAD TYPE FLASHING FOR PLUMBING VENTS IN BUILT-UP ROOFS, TALL CONE WITH EPDM BOOT FOR PIPE - W - WASTE PIPE D� SOLENOID VALVE � HOSE BIBB F- r� � c� � �n � � � '*' ISSUED FOR INFORMATION ONLY N o o N � � � ENGINEER 1169 HILLTOP PKWY AND CONDUIT IN SINGLE PLY MEMBRANE ROOFS, AND CURBED ROOF PENETRATIONS IN ALL TYPES OF ROOF. a � � �� INSTALLATION SHALL BE WATERTIGHT. -V - PLUMBING VENT PIPE � PUMP & EQUIPMENT CONNECTOR W�H WALL HYDRANT � o � c� N r`� � � STE 206A � o 0 0 0 o STEAMBOAT,CO 80487 14. COORDINATE ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE PROTECTION, ELECTRICAL, LANDSCAPING, AND CIVIL -ST - STORM DRAIN PIPE 1�I PIPE UNION PRESSURE GAUGE W/ PIG TAIL & COCK t:970.846.7970 DRAWINGS PRIOR TO INSTALLATION. -ST(OF)STORM DRAIN OVERFLOW DN�D4 DOUBLE CHECK BACKFLOW PREVENTER 4 THERMOMETER DESIGNER CONSULTING&ENG 15. CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE AVAILABLE. I� BUTTERFLY VALVE � PIPE EXPANSION JOINT � VACUUM BREAKER P.O.BOX 2117 MILLS,WY 82644 16. PROVIDE �/a" GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR DUCTS OR OPENINGS. D4 SHUT OFF VALVE (BALL, GATE, BUTTERFLY) [��] FLEXIBLE CONNECTOR N VI CHECK VALVE t:307.315.8054 17. PROVIDE EXPANSION JOINTS OR LOOPS ON ALL SNOWMELT PIPING RUNS IN EXCESS OF 50 FEET AND IN � GLOBE VALVE �P SAFETY RELIEF VALVE DJ FLOW CONTROL VALVE G R I LL E, RE G I STE R, D I F F U S E R & LO UVE R ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. T PRESSURE - TEMP. TAP Y AIR VENT (� BALL VALVE 18. FILL SNOWMELT SYSTEM WITH 50% PROPYLENE GLYCOL/WATER SOLUTION. MANUFACTURER* SYMBOL USE PATTERN FINISH & MODEL # ACCESSORIES REMARKS � 19. GRADE AND VALVE ALL SNOWMELT WATER PIPING WITH 3/4" HOSE END VALVES TO PERMIT COMPLETE DRAINAGE � OF THE SYSTEM. VENT ALL HIGH POINTS IN EQUIPMENT ROOMS AS NECESSARY WITH AUTOMATIC AIR VENTS PIPED D U CTWO R K SY M BO LS � � TO CONVENIENT DRAIN. ALL HIGH POINTS IN SYSTEM OUTSIDE OF EQUIPMENT ROOMS WITH COMBINATION � q � H A OSA LOUVER STATIONARY RE: LANDSCAPE RUSKIN ELF6375DX - - Q AUTOMATIC/MANUAL AIR VENTS AS REQUIRED TO RELIEVE AIR IN THE SYSTEM. �F/s FIRE/SMOKE DAMPER 12��r METAL (WIDTHxDEPTH) O �� FIRE DAMPER � TURNING VANES SHOWN IN 90� ELBOW. ~ NDICATEDDIRECTRdN OF�HROW V J U �+ s� SMOKE DETECTOR r-- MANUAL BALANCING DAMPER B SECTION THRU SUPPLY AIR DUCT. � � Vn♦ Tc TEMPERATURE CONTROLLER o--- MOTORIZED DAMPER 0 A R TOR EXHAU�T DUCT AIR, RETURN � � .� O MANUFACTURERS: � � O U m--- BACK DRAFT DAMPER LOUVER GREENHECK, L&D }� � GENERAL NOTES: — A: � � a' �ca 4 � N � � EXHAUST FAN SCHEDULE PUMP SCHEDULE U � � ��a � � � > FAN MOTOR MOTOR * � � ESP * MARK SERVICE TYPE GPM TDH (FT) FLUID MANUFACTURER ACCESSORIES REMARKS Q� > � MANUFACTURER HP VOLT/ � MODEL # C� O x MARK TYPE CFM SONES C� S.L. � ALT HP� VOLT/ & MODEL # ACCESSORIES REMARKS PH � _ � � (IN WC) (IN WC) �WA�� PHASE B_2 GRUNDFOS UPS � � � `-' P-� INJECTION INLINE 140 20 50% P.G. 1-1/2 208/3 50-160/2 - INITIALLY SET FOR SPEED 3 O � � � � ISOLATORS, FAN � �'� EF-1 CEILING 250 2.9 0.2 0.15 84 W 120/1 COOK GC-520 SPEED CONTROLLER, - INTEGRAL VARIABLE J U � BACKDRAFT DAMPER P-2 EMP CIRC INLINE 50 80 50� P.G. 1-1/2 208/3 GRUNDFOS CRE 10-2 FREQUENCY INVERTER DUTY MOTOR � CONTROL DRIVE 4 (n 0 P-3 B-� INLINE 120 20 50% P.G. 1-1/2 208/3 GRUNDFOS UPS _ INITIALLY SET FOR SPEED 3 � U �i � I NJ ECTI O N 50-160�2 �= MANUFACTURERS � w `� A IA E , * GREENHECK, PANASONIC, PENN P-4 CHP CIRC INLINE 20 80 50% o GENERAL NOTES: P.G. 3/4 208/3 GRUNDFOS CRE 10-2 FREQUENCY INVERTER DUTY MOTOR CONTROL DRIVE - q: I 4 Q B: I � R E V I S I 0 N S �� UNIT AND CABINET HEATER SCHEDULE (ELECTRIC) * W�� EQ��A�ENT No. � GENERAL NOTES: 1 11.07.11 100%DD SET ELECTRICAL A� 2 12.02.11 60%CD SET � MARK TYPE CFM SENSIBLE MANUFACTURER* ACCESSORIES REMARKS B' s 1.27.12 PROGRESS SET �� MBH �/q�5 VD� & MODEL # 4 2.15.12 BID SET �= 5 3.08.12 PERMIT SET NOTE: o- WATER METER AND BACKFLOW UH-1 HORIZ. 250 10 3 KW 208�3 STELPRO SHU383C24 UNIT MOUNTED _ BO I L E R SC H E D U L E 1 3.08.12 ADDENDUM 1 PREVENTER MUST BE MOUNTED THERMOSTAT 3 3.08.12 ADDENDUM 3 HORIZONTALLY. � HEATING CAPACIIY BURNER 6 4.06.12 100%CONST. DOC. o BOILER FUEL INPUT L.W.T. E.W.T. VENT MANUFACTURER* 4 4.06.12 CHANGE ORDER 1 o MARK SERVICE NPE TYPE C� S.L. OUTPUT MINIMUM �°F� (°F) AMPS VOLT/ -�-YPE & MODEL # ACCESSORIES REMARKS 0 � MANUFACTURERS: MBH� C� ALT. A.F.U.E. PH o DOMESTIC WATER SERVICE * BEACON MORRIS, TRANE, MCQUAY OR MODINE EQUIVALENT � SHUT-OFF VALVE. CHP NATURAL AL-29- PATTERSON KELLY ACID NEUTRALIZATION o GENERAL NOTES: B-1 CONDEN. 2,500 1,615 94� 140 100 17A 120/1 - j A. i SNOWMELT GAS 4C MACH C2500 KIT DTOWN OF VA1� NByG°neCampbellat9:49am,Apr11,2012 — _ __ _ _ __ _ __ _ � „ B: _ . TITLE : � 3/a CW TO BUILDING. EMP NATURAL AL-29- PATTERSON KELLEY ACID NEUTRALIZATION � d d B-2 SNOWMELT CONDEN. GAS 3,000 1,975 94% 140 100 20A 208/3 4C MACH C3000 KIT �� i'�'�'—°°-D4"`D °°�-�-� 4 Mechan ical �n MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULE � � � REDUCED PRESSURE 1YPE ELECTRICAL MANUFACTURER* A . Cover Sheet � �4"CW SERVICE. BACKFLOW PREVENTER. MARK SERVICE TYPE CAPACITY HP VOLT/ & MODEL # REMARKS * VIESSMANN, BUDERUS � GLOBE VALVE CERTIFIED TESTER TO TEST. PH GENERAL NOTES: / 3 4" WATER METER WITH A� �' REMOTE READOUT. GF-1 GLYCOL GLYCOL 17 GAL 50 W 120/1 AXIOM IND. MF300 WITH LOW PRESSURE ALARM . FEEDER FEEDER B� � D R A W I N G `� PRESSURE REDUCING VALVE, N O : WATTS 223, 3/4" SET � 70 PSI � PROJECT ALTITUDE 0 / MANUFACTURERS: g EAUDIN � DOMESTIC WATER ENTRANCE DIAGRAM * s,2oo' ABOVE sEA LEVEL CjANZE / _��, GENERAL NOTES: �� NO SCALE A: Consulting Engineers, Inc. / � Vail: (970) 949-6108 COPYRIGHT 2011 i B- Lake Tahoe (530) 550-7334 project No:9073.00 � � Denver: (303) 278-3820 � ort o ins: 970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com C� NOTES : DEMO NOTES : 1. LOCATE SNOWMELT MANIFOLDS AT HIGH 1. (E) SNOWMELT ZONES SERVED FROM POINT OF ZONES SERVED. ARRABELLE AT THE SOUTHWEST AREA OF Q`PD _ tJC � •, THIS SCOPE OF WORK WILL BE REWORKED ,-' KQ . ,j� 2. DIV. 22/23 CONTRACTOR MUST VISIT THE TO ACCOMMODATE (N) GRADING. . V .' � �• �` SITE TO REVIEW EXISTING CONDITIONS AND CAREFULLY VERIFY (E) SNOWMELT ZONES � � TIE-IN POINTS TO VERIFY ALL NECESSARY AS TO NOT DISTURB OR DAMAGE � ' SCOPE IS INCLUDED IN PRICING. THESE ADJACENT ZONES THAT ARE TO REMAIN. ; 3 � a % DOCUMENTS ARE NOT AS-BUILTS OF THE VERIFY DEPTH OF (E) SMS/R TO � 'Q �. `� � %� ; EXISTING SITE AND MAY NOT REPRESENT DETERMINE IF THEY NEED TO BE LOWERED �0`. �''J Z•`��+ ALL NECESSARY WORK REQUIRED FOR DUE TO (N) GRADING. ' '�F�' �C� • SYSTEM EXPANSION. • s`r�ONA�^�� 3. SNOWMELT MANIFOLD BOXES WITHIN 2• DEMO AND REMOVE (E) TUBING. SALVAGE HARDSCAPED AREAS TO BE (E) SNOWMELT MANIFOLDS AND BOXES FOR - • . . . • • ' MANUFACTURED, TRAFFIC-RATED REINSTALLATION. PROVIDE ISOLATION PRE-CAST BOXES WITH LIDS TO MATCH VALVES AND CAP (E) ARRABELLE SMS/R LIONSHEAD WELCOME CENTER PROJECT MAINS AND PREPARE FOR RECONNECTION; ' AND AS APPROVED BY THE OWNER. LOWER AS REQUIRED DUE TO GRADING. 4. RE: A/M-100 CHP FOR MANIFOLD PIPING � ----....- --- INSTALLATION. ��1 i�''ti �`,��`� � I r+�t �; � -�� `� �- -� ��`� 5. KEEP SNOWMELT TUBING 24" FROM ALL 4 ASPHALT EDGES; COORDINATE WITH DEPT.OF PUBLIC WORKS � � � � � � OWNER. � � � � I 1309 ELKHORN DRIVE I � VAIL,CO 81632 \ 4 i i t:970.479.2158 �� SNOWMELT 4 � . ZONE #1 �, � SNOWMELT I I � ENGINEER 34510 U.S.6 UNIT A-9 li � � EDWARDS,C0 81632 �� SNOWMELT ZONE #136 f 4"SMS/R PREINSULATED TUBING � ZONE #13A I FROM WELCOME CENTER TIE-IN � � t:970.926.3373 \�\ I LOCATION. RE: 2/THIS SHEET FOR I I - `�� i � ARCHITECT PO BOX 8258 \\ CONTINUATION AND TO CIVIL \ DRAWINGS FOR ROAD CUT LOCATION. i i BRECKENRIDGE,CO 80424 � � � �-� � � � �� . t:970.453.5878 I � \�, ZO EM#4 � � 3507 RINGSBY CT, STE 117 ` DENVER,CO 80216 � ----- f 4 I �, I � j 2»SMS R TO SNOWMELT I t:303.292.3388 . . � � � I ��J ENGINEER 110 E.BEAVER CRK BLVD. � � MANIFOLD FOR ZONES � _ �- \ —__- -- ' _ -____ _ � ' _ -_�� =�� #12A AND 12B. � � - J„ ��-�� .�� AVON,CO 81620 � � �'� 1�/2�SMS/R TO SNOWMELT � � T �,' __'' �� .�� t:970.949.6108 '�` �� .., MANIFOLD FOR ZONES 1 � r- F� - � � �-� � � ,.,� 4 AND 4. I � _�..�� - � -o' � � ENGINEER 1169 HILLTOP PKWY � �� A,, �� __ _,__._-- _�� -- yi ( � �� J/� _ _--�_��—�--+� _ \ STE 206A ii I � \�� 1�/z"SMS R TO SNOWMELT CAPPED 4" PREINSULATED _ 1 /� �_ ___-�__- --- -- -��' ��;----- S 970 846.7970 0 80487 � I `�\ � SNOWMELT BRANCH FOR � _�- �� I � �\..�� MANIFOLD FOR ZONES 2. FUTURE EXPANSION LOCATED ��-��-�{---7� - -�% J�� DESIGNER CONSULTING&ENG � � � �. I N LAN D S CA P E B OX. -�'�� / , � `` �� /j�� . -' � � - P.O.BOX 2117 X I �� `� �� 0 J ,� MILLS,WY 82644 � , � � �` �� / / � i j t:307.315.8054 / � �` �i � �� ; ��.�� '� �` /�//� �� ,, � I � : ' � � / / ii \ � � � _ ��- � _ / � � � % SNOWM LT 4 � rl : � I � �� ! i � � # � I I'!�. � � ; 1 �%% ;'` ZONE 7 4 � x / � � i �I � I�; � I � �0 j � � f 1"SMS/R TO SNOWMELT QV ( �� ___e_____-=J / ,� � MANIFOLD FOR ZONE #13B. � i i �� I� I � TT _ _ ___m____ � , � � � i i � 1 _____ _ i � , f � � �I i � \� � 1 SMS_ SMR---- � � ,/� � / � O ` � � \ ,� ___ -r- -- / I ' / 4 / 1/2"SMS/R TO SNOWMELT C� � I I ; ___ �_ � -4 -. 4" - -�'j- � / � ��'�� i MANIFOLD FOR ZONES 7 }� U ;�? �. .�.�� I � �` \ -�,� ._ -�---�-rT_-- -�� I 1 � � � �.�. .� . .. . ..� .. . . . . . . �j;'�/ ��'� j� AND 8. � � �--+ � _--- --- i � � � 4 -�� V � � �� -_- L� - � � � / � / �.. .. . .. . .�.� . .. . . .. ..� � i � r �/ � �- -- 2" •;� _-- � � � � I �� , /� � � � .�.� .�.. . ..�. �.� .�.. . . .. .. � � � \ �� 1" R TO SNOWMELT � � I / Q �.�. .� � � �\ � L �J�-_ __--2 � � � I, � \ I I � /� /, / SMS/ Q � _ ��. -��7_:/-J--- \� � � I \ ��\ I I //j �� \� /SNOWMELT MANIFOLD FOR ZONE #13A. � � '�� O � �_�,�_.--�```` � �� ! ; �*` I L_ �;/ /�� j ZONE #8� % � }� � U �- �J ��_�/ /� � �� ! � �� i : � � � /: �._�_ �� / �� — i �/ �� '� � I �� i ' � � �_ SNOWMELT /� � � �.�_�.� .� �� I � �_�. � . .� � �� .� � � � � %;�: / j/�� CQ � � �.� ZONE #2 � � � � �� ,�� .�. . . . . �.�_� � � � � � �j� / L � � � i� ,��` � � � � % � � � ,` / � T — u �� `�;� i � SNOWMELT � � SNOWME�T � ' � / / .\� �� `.�♦ I ZONE #12A ZONE #12B , . . . . . . . / /'�. / � // � �`�` � 0 I I , / � � � � � � � ii \��`�� i i � ;� f \`�___----- � > p � � � � � �, � � � �� • � ,/�� z � � �i l � �' ;;� '\ �� 4 � : � ��`.� i i ----�-_-___� cn � � � �/ �}��"� �� I I � � O � i! � � � i I \� `� � II � � ~ o �� , -— o � � � �_.` �// ,� � + ' _ i I I � �/ _ _ � � _ 7�� .- - ___ __ ___ ��" - �, � � �i _ _ _ _ I I � � �i ----- - SNOWMELT MANIFOLD SCHEDULE tn O � j/ If � I �� _ � \ �� SNOWMELT I I SNOWMELT � I %� ZO EM#6 APPROX MAX LOOP � U / ` ♦ ♦ ZONE ,3B ZONE 5 \ � \ �� ♦ ♦ # I I # � /� � ZONE DESCRIPTION AREA �pM ESTIMATED # PRESSURE ACCESSORIES REMARKS � � %% �� \ %j r� � (sQ. �r.) oF �ooPS �oss (�r) � � �j ��♦ I I � � : m �I �`` ♦ I I - —��---� I 1 A L K W A Y/ R A M P 1.6 4 0 1 4 1 1 6 — — -� � � w � �� /. . - - _ SNOWMELT TEMPERATURE AND ' CONNECT (N) 4"SMS/R TO (E) BRANCH � � \;` i i � - _ MOISTURE SENSOR, TYP. AT WELCOME CENTER. PROVIDE CAPPED 2 Pu�Z^ i.9io is �2 � - - R E V I S I 0 N S / ♦ ♦ �� 4"SMS/R BRANCH FOR FUTURE EXPANSION - � ��;\ � � / ' AND ISOLATION VALVES ON BOTH SMS/R � sERVE� FROM (E) ARRABELLE NO. � � � 3A PLAZA 2,000 21 10 26 — SYSTEM; DESIGN PAR,4METERS �� ♦ \ � - 4" „---SMR i BRANCHES IN VALVE BOX. I '� \ \ -- 4 - SM$--- —�� BASED Of ORIGINAL DESIGN. � 11.07.11 ��%DD SET —� SERVED FROM E ARRABELIE o � �� 0 / � 3a P�a,za, o0 2i io 26 — N P s . . 60%CD SET „ I I 2,0 SYSTEM: DESIG ARAMETER 2 12 02 11 � � /� I f" " ° � � � BASED OF ORIGINAL DESIGN. y. ♦ ♦ /�.� �/ I I - - - - - 1.27.12 PROGRESS SET � � X�` �� ' I � �j � i _ . . BID SET � I � � 8 `�__� 4 CROSSWALK 590 5 4 6 3 _ 4 2 1512 �� ;� � � 5 3.08.12 PERMIT SET a. i�\\\;;` I \ I � 5 P�nzn/ 2.soo 2s is s - - 1 3.08.12 ADDENDUM 1 SNOWMELT / / � ♦ � wn�KwAY - ZONE #3A �� ` i � � I 3 3.08.12 ADDENDUM 3 � j j � I ; s wn�KwAY sso � s 5 - - 6 4.06.12 100%CONST. DOC. J � y 4 J' j j � _ _ - J ; I I I 4Q 4.06.12 CHANGE ORDER 1 = / � _ _ - � l f � I � fl � � CONTROL ZONE VALVE FOR EMP. � yyqLKWAY 1,oso s 7 s �� \ � � _ TRASHIRECYCLING J I I �� - � - � 128 I I RE: 1/THIS SHEET FOR CONTINUATION. �� j � I I CONTRACTOR TO FIELD VERIFY PIPE g TREETOPS 730 6 5 5 - - Received / / 1�h"SMS/R TO RELOCATED ' I I WALKWAY ^ � ' LENGTH FROM (E) CAPPED PIPES TO SM#7 � e L nneCampbellat9:49am,Apr11,201 '� �j (E) SNOWMELT MANIFOLDS i ' I I i�pwN pF Ual�• y Y I I BOUNDARY (ESTIMATED AT 150LF, ONE _ I _ 4 U K H UV I N G � / / FOR ZONES 3A AND 36. �� t2a eus �ooP i,s�o i4 ii s � � I; 2»SMS/R TO SNOWMELT i I I DIRECTION). T I T L E : G �i" � ANDI60LD FOR ZONES 5 ,�, ��, i2e eus �ooP i,s4o i4 i� s - - � � ; ,� _ _ _ - --;-- - - r BB ; 4 EAST M ALL � I —�=� 73A CROSSWALK 400 3 3 4 — — --�' ;' - - ! PLAZA `' ''� PARTIAL WELCOME CENTER 3 3 — — ! 13B CROSSWALK 320 4 � -�� M ECH AN I CAL _ � - - - --`' � SITE PLAN � � SITE PLAN � �E� SMS�R FROM �� SCALE: NONE MANUFACTURERS: � ARRABELLE SYSTEM. ��_��' * � MATCH SIZE FOR �N� GENERAL NOTES: D R A W I N G � PIPE CONNECTION. A: 5/8"0 TUBING, 9" O.C., 40F TEMP. DIFF., 250Ff MAX LOOP LENGTHS. N O . O B' O � gEAUDIN � EAST MALL PLAZA MECHANICAL SITE PLAN CjANZE / � � � SCALE: 3�32" = 1'-0" Consulting Engineers, Inc. .� Vail: (970) 949-6108 COPYRIGHT 2011 Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m ort o ins: 970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � � NOTES : 1. LOCATE SNOWMELT MANIFOLDS AT HIGH 4 4 POINT OF ZONES SERVED. Q`P� _ t�G' SPACE RESERVED FOR GLYCOL 10"�b I.D. 12"00.D. AL29-4C '� KQ' �� FEEDER GF-1. PUMPS, AIR � 2. SNOWMELT MANIFOLD BOXES WITHIN V ,' l '• t5` SEPARATORS, EXPANSION DOUBLE WALL BOILER FLUE. I HARDSCAPED AREAS TO BE ' ` TANKS, ETC. CONTRACTOR TO MAINTAIN CLEARANCES TO Q I MANUFACTURED, TRAFFIC-RATED ' � FIELD COORDINATE LAYOUT TO COMBUSTIBLES. I 3"SMS/R PREINSULATED MAINS; PRE-CAST BOXES WITH LIDS TO MATCH � 3 2 a ; ALLOW FOR ALL PUMP CONTINUE TO BOILER PLANT. RE: LIONSHEAD WELCOME CENTER PROJECT ..p� �i, ;� INSTALLATION. PROVIDE CIVIL DRAWINGS FOR ADDITIONAL AND AS APPROVED BY THE OWNER. �� "•J'��,`�tv COORDINATION DRAWING OF INFORMATION. • �.<`�'- THIS SPACE FOR ENGINEER'S 3. RE: A/THIS SHEET FOR MANIFOLD PIPING. ". F`SSlO � ��C�� ' REVIEW. A4� I 4. KEEP SNOWMELT TUBING 24" FROM ALL . _ , . ASPHALT EDGES; COORDINATE WITH PRE-INSULATED TUBING. OWNER. � � � UH-1 � 3" FLOOR SINK FOR BOILER � � � / CONDENSATE DRAIN AND WATER � � � f ENTRY DRAINAGE. ZURN FD2376 � � j � i i WITH 1/2 GRATE. � j 1 1�/a"SMS/R TO SNOWMELT . � � � � � � 1 � MANIFOLD FOR ZONE 9. �_____ _� I � � ��1 1''ti ��.� � � r+t �; � _�� `� � r OSA MOTORIZED DAMPER. � � i. BOILER FLUE TERMINATION � I I � \ � _-� DEPT.OF PUBLIC WORKS TO BE MIN. 7FT PUBLIC � I �I � WALKWAY. MAINTAIN � I � � �� 1309 ELKHORN DRIVE CLEARANCES TO � � B=� � � �� VAIL,CO 81632 COMBUSTIBLES PER � � � MANUFACTURER'S OSA � � � � t:970.479.2158 � � � A ��--_---sMS�------r � --� ENGINEER 34510 U.S.6 UNIT A-9 LITERATURE. TERMINATE � L______ _ ____ 12x12 � - SMR--------r�- - -� � EDWARDS,C081632 WITH EXIT CONE. i � \ � I CONTROL PANE�. SNOWMELT I I \�� EF-1 8»� I I � � � t:970.926.3373 \ � �1 � � 2�/z"G TO B=1. ZONE #11A � � ?��.. ��,� � ARCHITECT BREC�KENRIDGE,C080424 � I I I I I �� / � t:970.453.5878 1�/a" MS�R. RE: 2�THIS � � �:v.� �\� �� 4 L----------- -- J �SHE T FOR CONTINUATION. __--___, �, �� \ 3507 RINGSBY CT STE 117 I SMR „ �, � SNOWMELT MANIFOLD SCHEDULE ` 'I 2 � � � I I �`��, �\�� SNOWMELT � � � DENVER,CO 80216 I APPROX MAX LOOP __-______ I I � , �� ZONE #9 �� \ t:303.292.3388 �� -I I-�� -1, I ZONE DESCRIPTION AREA GPM ESTIMATED # PRESSURE ACCESSORIES REMARKS I I '�. � � � �� SQ �� OF LOOPS LOSS (FT) � � � `.� ��\�` i � ENGINEER 110 E.BEAVER CRK BLVD. CONTROL ZONE VALVE, - I I ♦ � i i TYP. 2. � � s wn�KwnY t,3oo s � 5 _ _ � `� � � � �� STE 202 I BOTTOM OF BOILER CA INTAKE � � � � � TO BE AT LEAST 60" ABOVE � �� AVON,CO 81620 � � I I �`�.� � t:970.949.6108 ADJACENT GRADE. I I � � ,. �� ENGINEER 1169 HILLTOP PKWY 10 WALKWAY 1,000 11 9 5 — — I I ` �'4"CW TO HB, WOODFORD 101 2'/2"G TO METER. RE:2/THIS 4 4 ; I I � �,.\ �1��\ STE 206A / SHEET FOR CONTINUATION. OR EQUIVALENT. ROUTE PIPE � ��A Bus �ooP/ �,y3o ts i3 s - - �, I I � ` � STEAMBOAT,C080487 DOWN WALL, ON INTERIOR SIDE. 3"ST TO MAIN. RE: CIVIL ISLAND , � � � `, \\� t:970.846.7970 DRAWINGS FOR CONTINUATION. � � I ` 11 DESIGNER CONSULTING&ENG ��B BUS LOOP/ y,730 23 18 6 — — � � � � EXH SYSTEM IS FOR is�nN� X VENTILATION COOUNG � j j � 4 �`�.� ��1 � �� MI�LLS,WY�82644 X PURPOSES AND IS NOT ��c eus �ooP t,s3o i4 ii s - - _J I � � �� t:307.315.8054 ' � 1 �� CONSIDERED ENVIRONMENTAL _J � x ---- - �a"CW FROM MAIN. RE: CIVIL AIR. �1 � � 1 �� DRAWINGS FOR CONTINUATION. _ _ 3��SMS/R. RE: 1/ THIS SHEET �4 NORTH WALKWAY 420 3.5 3 5 q, \ 'i 1`_--- �� FOR CONTINUATION. i. ---- r-� �5 OVERPASS 440 3.6 3 6 � � � BOILER ROOM ENLARGED PLAN STA'RS - - ; -�� ozS 3 _ _ _ _ ,� �� SCALE' ��2��—�� 16 WALKWAY 390 3.2 3 4 � �i �� ===I ===========---= I I! � � � `� ' � Cl) v �. � MANUFACTURERS: � CI� � • ; � � -1� U I = GENERAL NOTES: �i 2'�SMS/R TO SNOWMELT � ��♦ � O � A: 5/8"0 TUBING, 9" O.C., 40F TEMP. DIFF., 250FT MAX LOOP LENGTHS. i MANIFOLD FOR ZONE 10 M W •—� 4 B` ' AND 11 C. W }� O � � � V J LL — �, SNOWMELT ��I ,�, MANIFOLD BOX. SEE NOTE 2, THIS ZONE #11C �;I 3"SMS/R TO SNOWMELT }� � J SHEET. 4 � AND110LBD FOR ZONES 11A � (� � � I 4 (� N � _ u � �ca � � I MANUFACTURER'S MANIFOLD ASSY. I / �' SNOWMELT � � � � � � _ � AIR VENT AT � � � HIGH POINTS, � � 4 i /j ZONE #10 � � O � � TYPICAL. I I I I LOOP BALANCE/ISOLATION VALVE i ' � _ � \ 5 � I ��—_ I ;'� � � � p � I 4 --J MANUFACURER'S MANIFOLD ASSY. �'��__,_, i I�! O � � ----- - -— o L SNOWMELT U r � SNOWMELT TUBING. ___- ZONE #11 B � � LOOP QUANTIITY AS REQUIRED. 4 I � o / }+ � 0 � � N � � � U � % TO PIPING MAINS � W Q � � � �� u � ' /�� c� / � �1 i � SNOWMELT MANIFOLD PIPING DIAGRAM ,-�� R E V I � N � s o s � NO SCALE � � NO. � � � � -'� SNOWMELT � 2 12.02.11 60%/CD SET � ZONE #16 3 1.27.12 PROGRESS SET � � 4 2.15.12 BID SET ° RE: 3�THIS SHEET SNOWMELT �� — 5 3.08.12 PERMIT SET � FOR ENLARGED ZONE #15 ,� 4 ''�� 3.08.12 ADDENDUM 1 PLAN. ,� � 1 � � �� // 3 - �� 3.08.12 ADDENDUM 3 �-� �-°- / // 6 4.06.12 100%CONST. DOC. �� - �� 1"SMS/R TO SNOWMELT (N) SECTION OF PAVERS TO BE SNOWMELTED BY J� � _I=JJ� #16NIFOLD FOR ZONE SPLICING INTO ADJACENT (E)SNOWMELT ZONE. 4Q 4.06.12 CHANGE ORDER 1 � CONFIRM WITH TOWN LOCATION OF ASSOCIATED �� SNOWMELT 1 - 4 �; II_�==�� ' MANIFOLD/VALVE TO ACCOMMODATE SCOPE OF ZONE #14 � � � � � 1 SMS/R TO SNOWMELT WORK. �� Jl_;__,— MANIFOLD FOR ZONE . � ��-� � � #15. _� �py Lpl�ne Cam bell a[9:49 am,A r 11,2012 � , SMS� —� rowr� nF yari . �v � P P � >— �' �' � �-°- �- �� -M - - � _ �� -�-° ��-�•S R --- � =�'"�� M " '"'� " CONCERT HALL PLAZA MECHANICAL SITE PLAN T I T L E : � _- � __� � �- � �1�/� ��/a � G '— � '� ` �� _ � �� Z� � � - � ' SCALE: 3�32" = 1'-0" � � �� _,___ __- Concert Hall � �� UTILITY PROVIDED GAS METER i �-�� AND PRV ASSEMBLY (3,125 CFH � CAPACITY). PRV SET FOR 11" Plaza Mechanical c, � --� ,� W.C. DISCHARGE. � 3°SMS/R PREINSULATED Site Plan MAINS. CONTINUE TO G TO MAIN. RE: CIVIL DRAWINGS � CHP ZONES. RE: CIVIL FOR CONTINUATION. � DRAWINGS FOR �' ADDITIONAL INFORMATION. �� CONCERT HALL PLAZA ° R A w i N � � MECHANICAL SITE PLAN �' o : 0 1 SMS/R TO SNOWMELT r� MANIFOLD FOR ZONE „ , „ o #14. SCALE: 3/32 = 1 -0 EAUDIN � Cj ANZE � i � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � /-� �� 5 6 7 � 8 ) � . . . . . � � � � 4�=� _��C r.� (� ' /� __ � �� • � ��'' �0•�,��•' '�� . � , . '- I / ♦ �„-,..� r �� z i i;a��:- V � I I I I � t .�- „�' --�� 3 2 � . S a � , —�- � - i , , ,� ' ! �:� .�� '� � ��Z % . i i i , + �.�� b�';, � .� � O�FS, ' --- '�� t * ' 1� • � i � SPACE RESERVED FOR � '. sfdN��- �'� •, � i� M � �a PUMPS P-2. . . , , � �, � p A . . . • � � = I:.�� It �� i i � i � "��''�„ " ` � C - - - - - - --------------- - ------------------- - - - - - - - - - - A \ � � � a � „ _ , � � I . ,.. �+" - :: .�� , ;, � H � � �, �� , �� , i i � . � - - � i � � � , `�,' `�,' , i i P�1 �'��, ��`~� I I ;''� F� L:� -�� C I�� ----- ---- ---- --1------------- --- � -� ---- � � � E FRTB MECHANICAL ROOM CONDITIONS PICTURES ; �E�B_2 - 1� DEPT.OFPUBLICWORKS � ` I I 1309 ELKHORN DRIVE � i VAIL,CO 81632 SCALE: NONE � i � C I i CONNECT (N) BOILER FLUE TO t:970.479.2158 � i � � (E)14"O.D./12"I.D. AL29-4C . �L--_---- J DOUBLE WALL BOILER FLUE. ENGINEER 34510U.S.6 UNITA-9 i i � EDWARDS,CO 81632 � t:970.926.3373 REFER TO SHEET M-300 FOR �-uu----- _ � � � ARCHITECT POBOX8258 ' PIPING CONTINUATION. � (E)B-2 ;n;n I , , � BRECKENRIDGE,CO 80424 � C� cn� � 9 I �� I t:970.453.5878 CONNECT (N) G AND SMS/R � � NN � � TO (E) MAINS. PROVIDE � � - � 3507 RINGSBY CT, STE 117 SECONDARY PRV SET AT , �- e � DENVER,CO 80216 11"W.C. DISCHARGE. e�- _ -i t:303.292.3388 i� �� I 5 � � � � � FUTURE FLUE. i I B_2 �i i MG ENGINEER 110 E.BEAVER CRK BLVD. C , � � � � C � �� STE 202 Y - L___ -__- - J � � AVON,CO 81620 � FUTURE CA. � � _�,4�� t:970.949.6108 I �� - -- _ � -�4" MG M �� II L �� MECHANICAL RD❑M ENGINEER STE OI6ATOPPKWY I I� F B-2 � � �� STEAMBOAT,CO 80487 i i i i �� I I , - - - - - - - i -I - - - �— - i - - - - - - i - - - - - - - - - - t:970.846.7970 i 6 � i L� � � '�_� DESIGNER CONSULTING&ENG - -------------- I I P.O.BOX 2117 - - - - -.. ._. _- � � � i _. - - - - � _. _ . _ _ - J � i - - I - � - - - - - - - - - � 1 t:307.315.8054 x / I I I (E) 14"O.D./12"I.D. AL29-4C / X W�M�NS TLJ��:� DOUBLE WALL BOILER FLUE. � � - i05 � MAINTAIN CLEARANCES TO I I � � COMBUSTIBLES., TYP. 2. � � � � � I I i � ; i � � i i � � W � N� N OTES : � �� i W�ITI�JG F�❑�M i I I I � � I 1. DIV. 22/23 CONTRACTOR MUST VISIT THE SITE � � �� 101 ° 12" SEALED COMBUSTION AIR �� TO REVIEW EXISTING CONDITIONS AND TIE-IN O (a I � ' ,.�, POINTS TO VERIFY ALL NECESSARY SCOPE IS � ,- i i I __ __ INLET TO BOILER, LOCATED IN INCLUDED IN PRICING. THESE DOCUMENTS ARE ° � -- ----- ARCHITECTURAL ELEMENT. LOWEST NOT AS-BUILTS OF THE EXISTING SITE AND � ♦� � _ _ ° SIDE OF INTAKE OPENING SHALL MAY NOT REPRESENT ALL NECESSARY WORK (/� }+ U �� = NOT BE LESS THAN 60 INCHES ABOVE ADJOINING GRADE. REQUIRED FOR SYSTEM EXPANSION. � _� O o � � JRNITL7R C� SE TO PARKING STRUCTURE. � MATERIAL I.A.W. MANUFACTURER'S 2. COORDINATE EQUIPMENT AND PIPING LAYOUT � L 0 U Q 1��' � LITERATURE. WITH (E) ELECTRICAL EQUIPMENT. "'~' i""' O � �� a� Cn � — -,C 3. PROVIDE SPACE TO ACCOMMODATE PHASE 4 � }� .C� `� EXPANSION BOILERS AND BOILER REMOVAL � � > � � � PATHWAY. HIGH LEVEL OF FIELD COORDINATION N --------- - ---- -— �' = = REQUIRED. PROVIDE SHOP DRAWINGS OF LAYOUT ♦ , � � = � FRTB MECHANICAL BASEMENT LEVEL SHOWING BOILERS, PUMPS, FLUES, C.A. PIPES `� � -� � � AND PATHWAY TO REMOVE BOILERS TO ^ � \ � � II�II SCALE: 1/4" = 1'-0" ENGINEER FOR REVIEW. � �.` � � � � 4. SNOWMELT CIRCULATING PUMPS MAY NEED TO � � 0 � , BE 'STACKED' TO ALLOW FLOOR SPACE TO �� -�==� INSTALL OR REMOVE BOILERS. � � O � � , O , _ � � -a-• � O �, �� 5 6 7 8 �� '° - - - -- - - - - -- - - - - - - - - - - - - - - - -- - � -- o � � 6 � � � � o T�URIST INF❑RMATI�N �� V N — � i 104 i iMENS T❑I�ET � ° 10 7 � � �� o - � � - � - - - - - - - � � i i i i � o I �i; � � I U o � II i � i w Q � i i i � i � �� W A Received C� I — — — — — — I — — — — I I—li — — — — — — — —� TO WN O F �IA I L� By Lynne Cam ell at 9:49 am,Apr 11, 12 I I I I m � � � � � � REVisioNs � � N0. � � � � i n (E) 14"O.D./12"I.D. AL29-4C � 1 11.07.11 100%DD SET � DOUBLE WALL BOILER FLUE 2 12.02.11 60%CD SET �' � TERMINATED PER BOILER AND � i 3 1.27.12 PROGRESS SET � FRTB PARTIAL HVAC FIRST FLOOR PLAN F��E MAN�FA�T�RER�S 4 2.15.12 BIDSET � RECOMMENDATIONS FOR THE � SCALE: 1/4" = 1'-0" ;. , FLUES SERVING PHASE 3 i � 5 3.08.12 PERMIT SET � AND FUTURE SNOWMELT ' BOILERS, TYP. 2. 1 3.08.12 ADDENDUM 1 � � � � i Q 3.08.12 ADDENDUM 3 � O 6 4.06.12 100%CONST. DOC. � � � i � o i � — - I 4 4.06.12 o -- U --- � i i � � � � D R A W I N G � T I T L E : � � � � � � � FRTB Snowmelt w � � � , �� System a, � _ � B � � - - - - - - - - - - - - - - - - - - - - � - - - - - - - � - - > , �� Floor Plans � � � � � � i � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � D R A W I N G � � � �� N 0 : 0 0 � ; � BEAUDIN � Cj ANZE � � i � � � � � Consulting Engineers, Inc. � '� Vail: (970) 949-6108 COPYRIGHT 2011 � FRTB ME HANI AL R F PLAN LakeTahoe � (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m SCALE: 1/4" = 1'-0" FortCollins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � NOTES : - � �av _ tre . 1. DIV. 22/23 CONTRACTOR MUST VISIT THE '-- /ji SITE TO REVIEW EXISTING CONDITIONS, .'� KQ �� TIE-IN POINTS AND CONTROL POINTS TO V ' � � VERIFY ALL NECESSARY SCOPE IS , INCLUDED IN PRICING. THESE DOCUMENTS , 3 2 a � ARE NOT AS-BUILTS OF THE EXISTING . SITE AND MAY NOT REPRESENT ALL "� �� ' � . NECESSARY WORK REQUIRED FOR SYSTEM �a�,�,�'�J �'�tt,�' . EXPANSION. .- (��,5 � •��\� •' . /ONA4�^E TE ��1 +'•'S �`.1 I I r+t �; L� -�� 5" SM R DEPT.OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL,CO 81632 t:970.479.2158 p DPT (E)P-2 ENGINEER 34510 U.S.6 UNIT A-9 TE EDWARDS,CO 81632 � � t:970.926.3373 PROVIDE TEE WITH BLIND FLANGED END � ��SMS � TO TOV SNOWMELT � FOR EASE OF FUTURE ADDITION. 5 2h � ZONES. � ARCHITECT PO BOX 8258 VFD —� L________� BRECKENRIDGE,CO 80424 CONNECT (N) 2"G AND 3"SMS/R FLOAT VENT D t:970.453.5878 TO (E)G AND HWS/R MAINS. (E)P-2 AI AI AI 3507 RINGSBY CT, STE 117 I DENVER,CO 80216 + T � t:303.292.3388 5" 5" —SMR �SMR 2'�2" ��SMS 9 VFD —� ENGINEER 110 E.BEAVER CRK BLVD. C� 5" —SMS Q 1 T AVONOCO 81620 � SMS t:970.949.6108 I 5� P-5 ENGINEER 1169 HILLTOP PKWY � I � e �r e � D E � "� 'h N "� '� N "� "� "� '� STE 206A I i � j j m D I � � 1 1 1 STEAMBOAT,CO 80487 � 2�/2�� SM S t:970.846.7970 L FUTURE I� I I i �PUMP I�I � N P-� I E P-6 1 (E)P=1 � P AI AO BO BI VFD � DESIGNER CONSULTING&ENG I � �� 1 (E) AIR SEPARATOR. Q D MIOLLS,WY182644 1 O • • E P-5 t:307.315.8054 x i 1�`�1 i--- i ---i � AO BO BI -- � c� � I I � c� c� c� x ' � � � � J J J � � �� I AO BO BI �� -SMS Receivea i (� � 1 ��i , I � � � � VFD � TOWN OF VAIL' ByLynneCamp IIat9:49am,Apr11,201 � I � I I � BOILER � (N)B-2 (E)B-2 �E�B_2 CONNECT (N) SMS/R � � � I I (E)GLYCOL FEEDER. D __ N P-2 TO (E) TAPS. Q� I � AO BO BI e e e � � � L--i------, i � � � � C� �, i i i i , �/� U o '� I I � � 2�/z" sMS v J � �+ c� �-----� I J CP � CP � CP � VFD —� -E� U �� L—-----J = ° = � � AO BO BI � � W O o -� -� C---------- --� = D N P-2 � � O U fl- -- �� L a; �^ ^ . AO BO BI _ � V, L-�-- -� �� BO BI BI BO BI BI BO BI BI AI (E) EXPANSION TANK. 2��2�� SMS � (� � > I� VFD � N � ��, U � — � � � �ca � � � � � o �J-� a� � ca o � PIPING CONNECTIONS FOR � � � � FUTURE EXPANSION. � � � O � � CONTROLS POINTS LIST O � � ANALOG BINARY SYSTEM FEATURE � � INPUT OUTPUT INPUT OUTPUT ALARMS PROGRAMS � U � � THE SYSTEM SHALL BE SETUP FOR BASIC OPERATION TO RUN IN BOTH AN ON/OFF MODE AND AN IDLING MODE. WHILE THE SYSTEM IS � � a IN BASIC OFF MODE, THE SYSTEM OPERATOR SHALL BE ABLE TO SELECT SPECIFIC USER IDENTIFIED ZONES TO OPERATE IN IDLING MODE. }� � � _ � � THE SYSTEM OPERATOR SHALL BE ABLE TO EASILY SWITCH BETWEEN IDLING AND MELTING MODES. THE SYSTEM SHALL MONITOR (� O � o � > N o = � W STATUS OF ALL SYSTEM EQUIPMENT AND TEMPERATURES AT ALL ZONE AND SYSTEM TEMPERATURE SENSORS AS WELL AS THE OUTDOOR � U SYSTEM POINT z F o � w w o � � � rn � DESCRIPTION W = W °- r LL �, � o � W � ; W � y > NOTES AIR TEMPERATURE. THE SYSTEM SHALL MONITOR AND RECORD OVERALL ENERGY CONSUMPTION (IN BTU'S) BASED ON MAIN SNOWMELT � K O 0.' cG ? LL 7 2 � � m W Z W 7 J U d > > O F W � F W Q O. O �i � u. > � J / � � W = E Z a a W � y N N � o Z LL � Q a SYSTEM SUPPLY�RETURN WATER TEMPERATURE DIFFERENCE AND PUMP P-2 OPERATION. THE SYSTEM SHALL MONITOR AND LOG THE � � W a � W � o y o > � F o � o ; c� � � o a � � z Q = aWN � = W � ; ; � � o � � �, � o � g � oo ; oo � ° RUN TIME OF THE BOILER. U a � gWg = � � � � � � W � W � ,� aZYm = a = � ZZO ¢ DESIGN INTENT IS FOR TEKMAR 090 � z w � w 3 � a w LL V ¢ ¢ � F � � O � a p z �? � � � � K � w O c� a � a � � Ymc� a � � � NLL �, � agNO � W = LL = o � � � � � SENSOR TO BE DIRECTLY CONNECTED u ° SMS SETPOINT SHALL BE MAINTAINED BY STAGING ON/OFF BOILERS IN SEQUENCE. ALL BOILERS SHALL MODULATE AND OPERATE VIA TO BCS WITHOUT INTERMEDIATE TEKMAR � MANUFACTURER'S CONTROLS TO PROVIDE SMS SETPOINT. PROVIDE ROTATIONAL SEQUENCING OF LEAD/LAG BOILERS/PUMPS FOR EQUAL m B-2ENABLE/DISABLE X X POINTOCCURSMULTIPLETIMES. RUN TIME. CONTROL EQUIPMENT. CONTRACTOR � B-2STATUS x x x x X POINTOCCURSMULTIPLETIMES. OPTION TO PROVIDE INTERMEDIATE � B-2ALARM x x x x POINTOCCURSMULTIPLETIMES. 4 EQUIPMENT AS A DEDUCT ALTERNATE. �� A SNOWMELT MOISTURE/TEMPERATURE SENSOR (TEKMAR 090 OR EQUIVALENT) SHALL BE LOCATED IN THE SNOW MELTED AREA AS R E V I S I O N S C� SMRTEMPERATURE X X X X X X / SHOWN ON PLAN. WHEN THE SENSOR INDICATES THE OUTSIDE AIR TEMPERATURE BELOW 37°F (ADJ.) AND MOISTURE PRESENT, THE � SMS TEMPERATURE X X X X X X � P-zsPeeo x x SYSTEM SHALL OPERATE IN PRIMARY MELTING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT NO. � CIRCULATION PUMPS P-2 AND THE ASSOCIATED ZONE CONTROL VALVE(S) SHALL OPEN. MAINTAIN SNOW MELT SUPPLY WATER TEKMAR 090 1 11.07.11 100/o DD SET j P-2 ENABLE/DISABLE X X 0 P-2 STATUS X X X X X TEMPERATURE AT SETPOINT OF 140'F (ADJ.) AND A SLAB TEMPERATURE OF 40'F (ADJ) BY ENABLING THE SNOWMELT BOILER B-2 AND SNOW SENSOR o ;� P-2SPEED x x THE ASSOCIATED INJECTION PUMP P-1. PUMPS AND BOILER SHALL BE OFF AND CONTROL VALVE(S) SHALL BE CLOSED WHEN A CALL 2 12.02.11 60%CD SET y�� P•2 ENABLE/DISABLE x x FOR MELT IS NO LONGER PRESENT. 3 1.27.12 PROGRESS SET � P-2STATUS x x x x z 2—SMR 4 2.15.12 BID SET � SMRTEMPERATURE x x x x x x WHEN THE SENSOR INDICATES THE OUTDOOR AIR TEMPERATURE BELOW 37'F (ADJ) BUT NO MOISTURE PRESENT, SYSTEM SHALL OPERATE 5 3.08.12 PERMIT SET CS SMSTEMPERATURE x x x x x x IN SECONDARY IDLING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENAB�E SNOWMELT CIRCULATION PUMPS d. SMDIFFERENTIALPRESS. X x x x x AND OPEN CONTROL VALVE(S). MAINTAIN SNOW MELT SUPPLY WATER TEMPERATURE AT SETPOINT OF 110'F (ADJ.) AND A SLAB 1 3.08.12 ADDENDUM 1 = coNTRO�vn�ve x x TEMPERATURE OF 28'F (ADJ) BY ENABLING THE SNOWMELT BOILER B-2 AND THE ASSOCIATED INJECTION PUMP P-1. 3.08.12 ADDENDUM 3 � OSA TEMPERATURE X X X X POINT OCCURS MULTIPLE TIMES. 3 - s�aereMaeRnruae x x x x aoiNTOCCURSMU�nP�enMes. MAINTAIN DIFFERENTIAL PRESSURE AT SETPOINT BY STAGING ON THE SNOWMELT CIRCULATION PUMPS IN SEQUENCE AS WELL AS 6 4.06.12 100%CONST. DOC. �� SLABMOISTURE x x x x Po�NTOCCURSMU�T�P�ET�MES. RAMPING UP AND DOWN THE PUMP'S VFDS. MAINTAIN LOOP PRESSURE INITIALLY WITH LEAD PUMP ONLY. WHEN LEAD PUMP IS AT 90%, AO AI BI AI BO U SENSORHEATER x x x ENERGIZE LAG PUMP AND CONTROL BOTH PUMPS IN UNISON. WHEN BOTH VFDS ARE AT 50% OR LESS, DE-ENERGIZE LAG PUMP. STATIC 4Q 4.06.12 CHANGE ORDER 1 � P-1 ENABLE/DISABLE x x DIFFERENTIAL PRESSURE SETTING TO BE BASED ON FEEDBACK FROM THE BALANCE CONTRACTOR. THIRD CIRC PUMP IS PROVIDED FOR �-� P-15TATUS x x x x z REDUNDANCY; ROTATE LEAD/LAG SEQUENCING EVENLY BETWEEN ALL THREE PUMPS. 4 �`� TYP. PER CONTROL ZONE. � PROVIDE A MANUAL OVERRIDE SWITCH WITH A SIX HOUR (ADJ.) TIMER TO CYCLE THE SYSTEM FOR ICE C�EARING. � � PROVIDE BOILER SHUTDOWN SWITCH LOCATED AT BOILER ROOM EXIT DOORS. SHUTDOWN SYSTEM SHALL COMPLY WITH asME—cos—�. D R A W I N G DIVISION 23 CONTRACTOR SHALL PROVIDE THE SWITCH AND ALL REQUIRED CONTROL WIRING. ALL WIRING SHALL BE IN CONDUIT. A T I T L E : � CLEAR POLYCARBONATE HINGED COVER SHALL BE PROVIDED TO PREVENT ACCIDENTAL OPERATION OF SWITCH. SWITCH SHALL HAVE G ENGRAVED NAMEPLATES TO IDENTITY SWITCH AS "BOILER EMERGENCY SHUTDOWN". DIVISION 23 CONTROLS CONTRACTOR SHALL ;; COORDINATE WITH DIVISION 26 FOR SAFE SHUTDOWN OF BOILERS. FRTB SI IOW11 IGII � u �J, �ENE��NOTES: FRTB SNOWMELT BOILER PLANT PIPING SCHEMATIC Boiler Piping � 1.THE ABOVE LIST DOES NOT NECESSARILY REPRESENT ALL POINTS REQUIRED FOR THE PROJECL � � j 2. POINTS FOR THE OVERALL SYSTEM MAY ALREADY BE EXISTING,F�e�o con,F�RM. SCALE: NO SCALE D i a g ra m � � J � �' DRAWING � N 0 : 0 0 � gEAUDIN � Cj ANZE � i � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � �a� -t�e ,' K�'1,��. V � . � � � 1 1 � I HWR� START RTOR I �� • 3 2 a ' , � , � . ��'. ��'J�� , _+_ ,,��4r M • ss�4NA4�^�� .. MS ( o-fHWS� • . . . . . TSTAT TSTAT EXH FANS SERVING MECHANICAL ROOM TO BE CONTROLLED BY � � INDIVIDUAL SPACE MOUNTED COOLING THERMOSTAT SET AT 80'F (ADJ�. ��1 +�''ti I��`� I I r'+�t F�; L� -�� `� UPON A RISE IN SPACE TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIAL, EXHAUST FANS SHALL ENABLE AND OSA MOTORIZED UPON A DROP IN TEMPERATURE BELOW SETPOINT PLUS DIFFERENTIAL, DAMPER SHALL OPEN. CONVERSELY, UPON A DECREASE IN SPACE DEPT.OF PUBLIC WORKS FAN SHALL ENERGIZE AND HEATING WATER CONTROL VALVE SHALL TEMPERATURE BELOW SETPOINT PLUS DIFFERENTIAL, EXHAUST FANS 1309 ELKHORN DRIVE OPEN. CONVERSELY, UPON A RISE IN TEMPERATURE ABOVE SETPOINT SHALL DISABLE AND OSA MOTORIZED DAMPER SHALL CLOSE. VAIL,C081632 PLUS DIFFERENTIAL, FAN SHALL BE DE—ENERGIZED AND HEATING t:970.479.2158 WATER CONTROL VALVE SHALL CLOSE. EXHAUST FAN AN D MAKEU P AI R ENGINEER 34510 U.S.6 UNITA-9 THERMOSTAT CONTROL SCHEMATIC EDWARDS,C081632 t:970.926.3373 UNIT HEATER CONTROL SCHEMATIC SCALE: NONE ARCHITECT POBOX8258 2 SCALE: NONE BRECKENRIDGE,CO 80424 t:970.453.5878 3507 RINGSBY CT, STE 117 DENVER,CO 80216 t:303.292.3388 ENGINEER 110 E.BEAVER CRK BLVD. STE 202 AVON,CO 81620 t:970.949.6108 ENGINEER 1169 HILLTOP PKWY STE 206A STEAMBOAT,CO 80487 FLOAT VENT t:970.846.7970 TE DESIGNER CONSULTING&ENG 3" SMR P.O.BOX 2117 1 T MILLS,WY 82644 t:307.315.8054 x 3" —SMR �SMR x '� DPT 3" -sMS T D U P-4 �� Received � SMS — � TE '��F v��C�� By Lynne Cam bell at 9:49 am,Apr 11 12 �--------� � 3° � SMS � TO TOV SNOWMELT � � � ZONES. � � � — j D VFD � L--------J Q � � �i P AI AO BO BI D P-4 � � o - �� i N P-3 AIR SEPARATOR, � � M AI AI AI "�� V SPIROVENT, OR � � � o � � EQUIVALENT. � � � � " � -' SMS � �O U Q � VFD � � �� , 4 a� cn � — � AO BO BI D P_4 V }� .� � � - � N � � � g=� GLYCOL FEEDER U � � — �' G F-1. � SMS � ^ � � c� � � VFD � � � � Q� �� `~ � � CP o AO BO BI � P-4 � C� O � _ — � -� n z � � � EXPANSION TANK, TACO � O � � O T CBX-170, OR EQUIVALENT. SMS � � � o PIPE INDIRECT TO FLOOR DRAIN, � ,J U � TYP. AL� FLOOR DRAINS. � °o BO BI BI AI AO BO BI }'/�� O r7 v, � U o � � � 0 Q � THE SYSTEM SHALL BE SETUP FOR BASIC OPERATION TO RUN IN BOTH AN ON/OFF MODE AND AN IDLING MODE. WHILE THE SYSTEM IS DESIGN INTENT IS FOR TEKMAR 090 � IN BASIC OFF MODE, THE SYSTEM OPERATOR SHALL BE ABLE TO SELECT SPECIFIC USER IDENTIFIED ZONES TO OPERATE IN IDLING MODE. SENSOR TO BE DIRECTLY CONNECTED THE SYSTEM OPERATOR SHALL BE ABLE TO EASILY SWITCH BETWEEN IDLING AND MELTING MODES. THE SYSTEM SHALL MONITOR TO BCS WITHOUT INTERMEDIATE TEKMAR % CONTROLSPOINTSLIST STATUS OF ALL SYSTEM EQUIPMENT AND TEMPERATURES AT ALL ZONE AND SYSTEM TEMPERATURE SENSORS AS WELL AS THE OUTDOOR � ANALOG BINARY SYSTEM FEATURE AIR TEMPERATURE. THE SYSTEM SHALL MONITOR AND RECORD OVERALL ENERGY CONSUMPTION (IN BTU'S) BASED ON MAIN SNOWMELT CONTROL EQUIPMENT. CONTRACTOR U INPUT ourPUT INPUT OUTPUT ALARMS PROGRAMS SYSTEM SUPPLY/RETURN WATER TEMPERATURE DIFFERENCE AND PUMP P-4 OPERATION. THE SYSTEM SHALL MONITOR AND LOG THE OPTION TO PROVIDE INTERMEDIATE R E V I S I O N S % � EQUIPMENT AS A DEDUCT ALTERNATE. NO. a RUN TIME OF THE BOILER. � � ;, � ; SMS SETPOINT SHALL BE MAINTAINED BY STAGING ON/OFF BOILERS IN SEQUENCE. ALL BOILERS SHALL MODULATE AND OPERATE VIA 1 11.07.11 100%DD SET � SYSTEMPOINT Z ° � o y ° � o W MANUFACTURER'S CONTROLS TO PROVIDE SMS SETPOINT. PROVIDE ROTATIONAL SEQUENCING OF LEAD/LAG BOILERS/PUMPS FOR EQUAL 2 12.02.11 60%CD SET �' DESCRIPTION � O � � o LL j Z � ❑ m w Z > W LL W j J NOTES � a � _ „ o � W � � W aao � c� LL RUN TIME. TEKMAR 090 � y � � W = E Z Q a W W � N N N � o Z LL 3 Q Q SNOW SENSOR 3 1.27.12 PROGRESS SET � � � > > Z � �, fqy ° 'o � � ° = Wa = � � ° `> N " � 4 4 2.15.12 BIDSET � a � a y Q = _ � a � � W � W � y a Z Y m = Q = o � Z Z o Q A SNOWMELT MOISTURE/TEMPERATURE SENSOR (TEKMAR 090 OR EQUIVALENT) SHALL BE LOCATED IN THE SNOW MELTED AREA AS "' � z W � W 3 3 �'- a W � o � � � � � � o ° a o Z �? ° �? _ � � � W o SHOWN ON PLAN. WHEN THE SENSOR INDICATES THE OUTSIDE AIR TEMPERATURE BELOW 37'F (ADJ.) AND MOISTURE PRESENT, THE 2—SMR 5 3.08.12 PERMITSET � � a � a � Y Y m � a � � �, �, LL y � a � �, o � w = �. = o �, � � � � SYSTEM SHALL OPERATE IN PRIMARY MELTING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT a. 1 3.08.12 ADDENDUM 1 — s•,en,aa�e�o�sae�e x x POINTOCCURSMULTIPLETIMES. CIRCULATION PUMPS P-4 AND THE ASSOCIATED ZONE CONTROL VALVE(S) SHALL OPEN. MAINTAIN SNOW MELT SUPPLY WATER � TEMPERATURE AT SETPOINT OF 140'F (ADJ.) AND A SLAB TEMPERATURE OF 40'F (ADJ) BY ENABLING THE SNOWMELT BOILER B-1 AND 3 3.08.12 ADDENDUM 3 — 8-1 STATUS X X X X X POINT OCCURS MULTIPLE TIMES. B-1ALARM x x x z Po�r,roccuasMU�r�P�er�Mes. THE ASSOCIATED INJECTION PUMP P-3 PUMPS AND BOILER SHALL BE OFF AND CONTROL VALVE(S) SHALL BE CLOSED WHEN A CALL 6 4.06.12 100%CONST. DOC. �; SMRTEMPERATURE x x x x x x FOR MELT IS NO LONGER PRESENT. J SMS TEMPERATURE X X X X X X 4 4.06.12 CHANGE ORDER 1 =� P-asPeeo x x roiNTOCCURSmu�TiP�eriMes. WHEN THE SENSOR INDICATES THE OUTDOOR AIR TEMPERATURE BELOW 37'F (ADJ) BUT NO MOISTURE PRESENT, SYSTEM SHALL OPERATE AO AI BI AI BO �-� P-4ENABLE/DISABLE x x Po�r,roccuRSMU�r�P�er�Mes. IN SECONDARY IDLING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT CIRCULATION PUMPS �� P-4STATUS x x x x X POINTOCCURSMULTIPLETIMES. AND OPEN CONTROL VALVE(S). MAINTAIN SNOW MELT SUPPLY WATER TEMPERATURE AT SETPOINT OF 110'F (ADJ.) AND A SLAB � sMRreMPeRaruRe x x x x x x TEMPERATURE OF 28'F (ADJ) BY ENABLING THE SNOWMELT BOILER B-1 AND THE ASSOCIATED INJECTION PUMP P-3. 4 � SMSTEMPERATURE x x x x x x TYP. PER CONTRO� ZONE. D R A W I N G � SMDIFFERENTIALPRESS. X x x x x MAINTAIN DIFFERENTIAL PRESSURE AT SETPOINT BY STAGING ON THE SNOWMELT CIRCULATION PUMPS IN SEQUENCE AS WELL AS CONTROLVALVE x x Po�NTO��RSM��T�P�ET�MES. RAMPING UP AND DOWN THE PUMP'S VFDS. MAINTAIN LOOP PRESSURE INITIALLY WITH LEAD PUMP ONLY. WHEN LEAD PUMP IS AT 90%, T I T L E : � OSATEMPERATURE x x x x Po�r,roccuasMU�nP�enMes. ENERGIZE LAG PUMP AND CONTROL BOTH PUMPS IN UNISON. WHEN BOTH VFDS ARE AT 50% OR LESS, DE—ENERGIZE LAG PUMP. STATIC G s�nereMPeRnTURe x x x x PowTOCCUasmu�nP�enMes. DIFFERENTIAL PRESSURE SETTING TO BE BASED ON FEEDBACK FROM THE BALANCE CONTRACTOR. THIRD CIRC PUMP IS PROVIDED FOR -�= SLABMOISTURE x x x x POINTOCCURSMULTIPLETIMES. REDUNDANCY; ROTATE LEAD/LAG SEQUENCING EVENLY BETWEEN ALL THREE PUMPS. CH P Snowmelt U) � SENSORHEATER X X X u P-aeNa,e�eioisns�e x x PoiNTOCCUasMU�riP�enMes. PROVIDE A MANUAL OVERRIDE SWITCH WITH A SIX HOUR (ADJ.) TIMER TO CYCLE THE SYSTEM FOR ICE CLEARING. P•3 STATUS X X X X X POINT OCCURS MULTIPLE TIMES. V O I I V� 1 I�I�� PROVIDE BOILER SHUTDOWN SWITCH LOCATED AT BOILER ROOM EXIT DOORS. SHUTDOWN SYSTEM SHALL COMPLY WITH ASME—CDS-1. �7�� GENERALNOTES: DIVISION 23 CONTRACTOR SHALL PROVIDE THE SWITCH AND ALL REQUIRED CONTROL WIRING. ALL WIRING SHALL BE IN CONDUIT. A � '� �.rHeaBOVeusrooesNOrNecessaRi�vRePReseNTa��POiNrsReQUiReoFORrHePRO�ecr. CLEAR POLYCARBONATE HINGED COVER SHALL BE PROVIDED TO PREVENT ACCIDENTAL OPERATION OF SWITCH. SWITCH SHALL HAVE � ' ENGRAVED NAMEPLATES TO IDENTITY SWITCH AS "BOILER EMERGENCY SHUTDOWN". DIVISION 23 CONTROLS CONTRACTOR SHALL Diagram � COORDINATE WITH DIVISION 26 FOR SAFE SHUTDOWN OF BOILERS. ;:, � �' DRAWING � N 0 : � CHP SNOWMELT BOILER PLANT PIPING SCHEMATIC EAUDIN r 3 g o SCALE: NO SCALE � Cj ANZE � � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � ISSUE LOG - LIGHTING FIXTURE SYMBOLS POWER SYMBOLS � � � oo �� - PENDANT MOUNTED LIGHT � SINGLE RECEPTACLE • - ELECTRICAL SHEET INDEX ° � �° '' � ' ti Q-I WALL MOUNTED LIGHT � DUPLEX RECEPTACLE �� • P, S• '•• s c,`� • ' DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER � a� y: �-I WALL MOUNTED UP-LIGHT C� �, � o= �i . a RECESSED STEP LIGHT � DOUBLE DUPLEX RECEPTACLE �o�,�'�� '�J� 4 '': ^ � : � - � FLUORESCENT STRIP LIGHT � GFCI DUPLEX RECEPTACLE # TITLE Q��c��i�"�/�,'� / �O�'•..� '� � :� �� WALL MOUNTED LINEAR FLUORESCENT LIGHT � DUPLEX RECEPTACLE; HALF SWITCHED p� �.°��Q��m�Q�"�c,° � ,/ FS .��•G�� S��NAti�N 0 RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER � ISOLATED GROUND DUPLEX RECEPTACLE E-000 ELECTRICAL COVER SHEET J J J J J J . • � � FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT � MULTI-OUTLET PLUG STRIP I I EMP E-100 EAST MALL PLAZA ELECTRICAL SITE PLAN J J J J J J � CEILING MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN Q FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE ' � WALL MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN � FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE CHP E-100 CONCERT HALL PLAZA ELECTRICAL SITE PLAN J I J J J J J I � EMERGENCY LIGHTS � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED E-200 FRTB SNOWMELT SYSTEM FLOOR PLANS J J J J J J ��1 i�''S I��`� I I r'+�t F�; L� -�� `� � POLE MOUNTED LANTERN � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM I �o EXTERIOR POST (BOLLARD) MOUNTED LIGHT � WALL MOUNTED SPECIAL OUTLET AS NOTED E-300 ELECTRICAL ONE-LINE DIAGRAM J I J J J J J DEPT.OF PUBLIC WORKS � SPECIAL OUTLET AS NOTED I — -- 1309 ELKHORN DRIVE � VAIL,CO 81632 LIGHTING CONTROL SYMBOLS 0 JUNCTION BOX I t:970.479.2158 $ SWITCH Q-I WALL MOUNTED JUNCTION BOX I ' ENGINEER 34510 U.S.6 UNIT A-9 � THREE-WAY SWITCH �J FLOOR MOUNTED JUNCTION BOX EDWARDS,CO 81632 � WALL OCCUPANCY SENSOR/SWITCH e DIVISION 15 EQUIPMENT POWER CONNECTION I I t:970.926.3373 � TIMER SWITCH I ARCHITECT PO BOX 8258 BRECKENRIDGE,CO 80424 ABBREVIATIONS ❑� FUSED DISCONNECT t:970.453.5878 � NON FUSED DISCONNECT I AFC - ABOVE FINISHED CEILING 3507 RINGSBY CT, STE 117 AFF - ABOVE FINISHED FLOOR � MOTOR STARTER DENVER,CO 80216 AFG - ABOVE FINISHED GRADE � ENCLOSED CIRCUIT BREAKER — —i t:303.292.3388 I � PULL BOX ENGINEER 110 E.BEAVER CRK BLVD. STE 202 � PUSH BUTTON ISSUE LOG KEY: AVON,CO 81620 AL - ALUMINUM � c� c� t:970.949.6108 rc TIME CLOCK ' ' ISSUED AS PART OF A SET � N N w � � � � � AP - ACCESS POINT ' ' NOT PART OF SET � AWG - AMERICAN WIRE GAUGE � PHOTO-CELL '*' ISSUED FOR INFORMATION ONLY Q N o N � °O t° Q o � � N M � ENGINEER 1169 HILLTOP PKWY QT TRANSFORMER � o 0 0 o STE 206A B F G - B E L O W F I N I S H G R A D E STEAMBOAT,CO 80487 G PANELBOARD OR LOADCENTER t:970.846.7970 BMS - BUILDING MANAGEMENT SYSTEM C - CONDUIT ❑C CONTACTOR DESIGNER P.O.BOX 2N�&ENG CATV - COMMUNITY (CABLE) ANTENNA TELEVISION SYSTEM � ELECTRIC MOTOR G E N E R A L N 0 T E S . MILLS,WY 82644 g METER t:307.315.8054 CCTV — CLOSED CIRCUIT TELEVISION 1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON CIVIL AND LANDSCAPE DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT -�- CIRCUIT HOMERUN OF WORK. CKT - CIRCUIT CONDUIT RUN 2. EXAMINATION OF BIDDING DOCUMENTS. CT — CURRENT TRANSFORMER --- CONDUIT RUN BELOW GRADE A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY,AND NOT LATER THAN SEVEN DAYS PRIOR TO THE ,��( (E) — EXISTING DATE OF RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF w ^♦ � CONDUIT UP ANY DISCREPANCIES,AMBIGUITIES, INCONSISTENCIES, OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE ARCHITECT ^ FBO — FURNISHED BY OTHERS WILL BE ISSUE ANY INTERPRETATION OR CORRECTION AS AN ADDENDUM. ONLY A WRITTEN INTERPRETATION OR � � CONDUIT DOWN i.L GC — GENERAL CONTRACTOR CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN O � $ SWITCH BY ANY OTHER METHOD. IF DISCREPANCIES,AMBIGUITIES, INCONSISTENCIES,OR ERRORS ARE NOT COVERED BY �� GFI — GROUND FAULT CIRCUIT INTERRUPTER ADDENDUM OR WRITTEN DIRECTIVE,CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR MATERIALS AND METHODS OF ST THERMAL OVERLOAD SWITCH CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION CI� � GRD — GROUND WILL BE MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED � VARIABLE SPEED SWITCH ABOVE. � � � IAW - IN ACCORDANCE WITH S � ^♦ .�� O NIC — NOT IN CONTRACT $K KEY SWITCH B. FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY INADEQUACY,OMISSION,OR CONFLICT WILL NOT � � O U RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES. THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS �+ � NTS — NOT TO SCALE IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE ^♦ — OC — ON CENTER ONE—LINE DIAGRAM SYMBOLS WORKINGDRAWINGSANDSPECIFICATIONS. W � � �� —� DISCONNECT SWITCH 3. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS L � � � UG — UNDERGROUND REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. �` � � UNO — UNLESS NOTED OTHERWISE � FUSE r , `v — fL CIRCUIT BREAKER 4. REVIEW ARCHITECTURAL, LANDSCAPE,CIVIL AND OTHER DRAWINGS PRIOR TO BID. v � .� V = VOLT � CURRENT TRANSFORMER 5. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. � � W � W WATT �v WP — WEATHER PROOF �� POTENTIAL TRANSFORMER 6. WORK, MATERIALS,AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL,STATE OF COLORADO,AND NATIONAL Q� � CODES AND ORDINANCES. � � O � OM METER = x +18" — MOUNTING HEIGHT TO CENTERLINE OF 7. PROVIDE PERMITS AND INSPECTIONS REQUIRED. � � � Q VOLT—METER � � Q �i DEVICE ABOVE FINISH FLOOR 8. GUARANTEE THE INSTALLATION AGAWST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL �^, � Q AMP—METER O 7_ USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST �✓ cJ SS SURGE SUPPRESSION DEVICE TO THE OWNER. J � �� SELECTOR SWITCH 9. SYSTEMS SHALL BE COMPLETE,OPERABLE,AND READY FOR CONTINUOUS OPERATION. }� O � �F GROUND FAULT PROTECTION 10. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A � U �� REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT,OR INSTALLATION METHODS. � � sT SHUNT TRIP w `� � � 11. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NUMBER 12 PULLWIRE OR EQUAL. NORMALLY OPEN CONTACT 1� " � NORMALLY CLOSED CONTACT 12. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ANY DEVIATIONS SHALL BE Received — BROUGHT TO THE OWNER/ENGINEER'S ATTENTION PRIOR TO INSTAL�ATION. � GROUND TQWN UF UAIL��-�� ByLynneCampbel at9:50am,Apr11,2012 � LUMINAIRE SCHEDULE O 13. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE,CONTRACTOR SHALL MAKE LAMPS � COLD WATER GROUND CONNECTION CORRECTIONS NECESSARY AT NO COST TO OWNER. R E V I S I O N S �� TYPE DESCRIPTION MOUNTING INPUT WATTS VOLT MANUFACTURER CATALOG NUMBER SPECIFIC NOTES BUILDING STEEL GROUND CONNECTION �, QTY TYPE NO. 14. SPLICES IN EXTERIOR PULLBOXES AND MANHOLES SHALL BE MADE WATERPROOF USING"SCOTCHCAST"SPLICE KIT OR `) D 7"LED CABLE MOUNTED CYLINDER FIXTURE,BLACK FINIS PENDANT LED W/FIXT 20 120 LIGHTOLIER C4L10C 35K CL 1 C4CC APPROVED EQUAL. SEAL ENDS OF CONDUITS AND DUCTS WITH"DUCTSEAL"OR APPROVED EQUAL 1 11.07.11 100%DD SET � 15. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING 2 12.02.11 60%CD SET v EXTERIOR WALL MOUNTED FIXTURE,DARK SKY PROVIDED UNDER THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 3 1.27.12 PROGRESS SET � E1 COMPLIANT, BRONZE FINISH SURFACE 60W A19 60 120 HINKLEY 1835SK 4 2.15.12 BID SET �' 16. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY. 5 3.08.12 PERMIT SET � S2 4'FLUORESCENT STRIP LIGHT SURFACE 2 32W T8 61 120 LIGHTOLIER SW 2 S 2 32 HPF 120 17. EXTERIOR WEATHERPROOF RECEPTACLES SHALL BE DIE CAST ALUMINUM WITH DIE CAST ALUMINUM,LOCKABLE IN-USE 1 3.08.12 ADDENDUM 1 WEATHERPROOFCOVERS. 3 3.08.12 ADDENDUM 3 � CUSTOM TOWN OF VAIL POLE TOP LANTERN FIXTURE 18. PULLBOXES, CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE LEVEL,SHALL BE WEATHERPROOF TYPE WITH HINGED 6 4.06.12 100%CONST. DOC. � 100W HPS& 100W HPS& LOCKABLE COVERS SECURED WITH TAMPERPROOF SCREWS. 4.06.12 CHANGE ORDER 1 O SP1 WITH 100 HPS LAMP IN TOP AND MEDIUM SOCKE LED LAM pOLE 12'-0" LEDTRONIC LEDTRONIC 130 208 US LONG LIFE USLLTOV MODIFIED (2) � o IN BOTTOM WITH BANNER ARM ,PLANTER ARM,AND #BBL513-06-02 #BBL513-06-02 � RECEPTACLE AT TOP OF POLE u 0 0 � LED LINEAR WALL WASHER,OUTDOOR RATED, BRONZE o SP3 FINISH,WIDE BEAM,WITH FROSTED LENS SURFACE LED W/FIXT 240 120 LIGMAN LIGHTING (6)U30665 W 120V 06 F (1) � D R A W I N G r WALL MOUNTED LED UPLIGHT WITH TEXTURED BLACK T I T L E : � W FINISH,CUT OFF VISOR,AND HORIZONTAL PATTERN FACI SURFACE LED W/FIXT 16 120 INSIGHT MQ1-16LED-W35-1 SM 1 TBL VS HPF-W � �I n Electrical � � � r p hpp+ Q GENERAL NOTES: V OVG� �1 I GG l Q A� THE LUMINAIRE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE COSTS. THE INDIVIDUAL ESTABLISHING LUMINAIRE COSTS SHALL NOT QUOTE PRICING � WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWWGS AND DIVISION 16 SPECIFICATIONS. THE CONTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY DRAWWGS AND SPECIFICATIONS TO THE INDIVIDUAL �'�, QUOTING LUMINAIRE PRICING. / cn � B. �� . DRAWING � SPECIFIC NOTES: N 0 : � (1) PROVIDE SIX(6)TO MAKE 24 FOOT LONG SECTION ACROSS ARCHWAY. � (2) TOV STANDARD POLE LIGHT FIXTURES TO BE PROVIDED BY THE TOWN OF VAIL AND INSTALLED BY ELECTRICAL CONTRACTOR.CONTRACTOR SHALL PROVIDE AND INSTALL RECEPTACLES. g EAU DI N Q (3) �� 4 Cj ANZE � O. - Consulting Engineers, Inc. / Vail: (970) 949-6108 COPYRIGHT 2011 Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � � Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com C� NOTES : 1. WEATHERPROOF RECEPTACLES TO HAVE QO �� DIE CAST ALUMINUM, LOCKABLE, IN-USE Q , C � - COVERS. RECEPTACLES TO BE MOUNTED �► •''P,�S" •.. s INDEPENDENTLY OF CONDUIT. CONDUIT SHALL NOT BE USED AS RECEPTACLE BOX y� SUPPORT. 2. PROVIDE #10 AWG CONDUCTORS TO ALL ' ,� ;,. ' POLE LIGHTS AND RECEPTACLES. � : L��'�� ' � 0,�. ••.. :� <4 •••.......•�'' �� SS��NAti��G � - ' , • - / ; � � % �- ---_____ _ � ��1 1''� ��.� � � r+t �; � _�� `� � DEPT.OF PUBLIC WORKS \ � 1309 ELKHORN DRIVE VAIL,CO 81632 � I t:970.479.2158 ENGINEER 34510 U.S.6 UNIT A-9 EDWARDS,CO 81632 t:970.926.3373 — � ARCHITECT PO BOX 8258 BRECKENRIDGE,CO 80424 SP1\� t:970.453.5878 ♦ ♦ �� DENVER,COY 0216 TE 117 \ � ♦ �� t:303.292.3388 I �\ ENGINEER 110 E.BEAVER CRK BLVD. �� STE 202 I V� AVON,CO 81620 I �� t:970.949.6108 \ I � ENGINEER 1169 HILLTOP PKWY \ � STE 206A I \� STEAMBOAT,CO 80487 I \ �� SP1 � t:970.846.7970 � I WP � �\ �\ , �� DESIGNER CONSULTING&ENG � � � �� - � �� P.O.BOX 2117 �� MILLS,WY 82644 x � p ----WPp �� , � �� t:307.315.8054 %� �J� �� ; ;' � �� -� �' '�� ' FLAG NOTES : . � 2-#10, #1 GRD. �a"C 4 � �� ', � , , �� LC2-9 � � �� ' �� 2-#10, #10 GRD. �a"C %� �� 1 EXISTING POLE LIGHT TO REMAIN. 3 � � ;' �� ,�x � � � 6 ��O �1 � �I ;'� � �� 2 PROVIDE TWO (2) 20 AMP, 120 VOLT CIRCUITS W 2 � / TO ARCHWAY LIGHTING. CIRCUITS TO BE � % 3 � �'�. _ �}-p- -"'�,-- �� P1 LC2-5 yyp � � CONTROLLED BY PHOTOCELL/TIMECLOCK. � � � � O� � `� 3-#10, #10 GRD. 3/a"C WP 3 3 WP ;'� � � C� ° / �� W � ' O O �' / O3 SPECIAL EVENT RECEPTACLES. NOT SWITCHED. �+ U c�i / 1 i' � _ � � SP1 � �-�( C2-1,41 WP � ' LC2-5,7 / / � % ,� � �-�C`�� 1 � �'�� ;'� � � B��PH TOCELL�T MECLOC 0 BE CONTROL�ED � (� � _ 2-#10, #10 GRD. �4 C I � ��'� � / c� �� 4 � � �`� � � � '� � �5 120 VOLT POWER FOR IRRIGATION � � -� � � LC2-17�� SP1� `�. �i�� ;� � CONTROLLER. � � Q U Q _ — �� I �� i�� ;'� % � �6 MOUNT TYPE �SP3' LINEAR LED LIGHTING TO � � � _ � I �. � i / EXISTING ARCHWAY. ROUTE GRC CONDUIT � . �!�, �� 3 � I �,\ �� :' / O W / INSIDE STRUCTURE. REFER TO LANDSCAPE (� � �+ � / � � � i DETAILS FOR FURTHER INFORMATION. � � 4 � � �� . / / � - >, \\ �� W // � �� // 2�� / �/ � 7 TYPE 'D' PENDANT MOUNTED FIXTURES U � — �� P/ 3 � �i �.� ;�� MOUNTED TO BUS SHELTER CEILING. � � �� \ � �� \ � �� / P � � O REPLACE EXISTING PANEL WITH 64 SPACE 250 � � � J � � O � AMP, 208Y/120 VOLT, NEMA 3R PANELBOARD. � � � � 9 i �`�. ''� / / � �� —2� P ( �� . �� MOUNT NEW PANEL SO THAT THE PANEL DOES � (� O �� W� NOT PROTRUDE ABOVE TOP OF WALL � � � � � ��' �� C2-19 J '��%� �� 3 9 PROVIDE IN-GRADE, EXTERIOR ELECTRICAL � � � o �\ � �� ,/ � � PULL BOX WITH 2" CONDUIT, WITH PULL WIRE, � � � 0 � � _� � i �� BACK TO ELECTRICAL PANEL. SPARE CONDUIT Q � ,.. � �,.,.. � � / SP1 I \ ��-, ; �' � �� AND PULL BOXES FOR FUTURE USE BY TOV -- � o � i � '-_ -�' FOR SPECIAL EVENT POWER. _ , ,. � i , ,J U � _ _. _., �OWP � � 0 5-#10, #10 GRD. 1"C y � ` _ _. ____..._._.____________-___ o � 1 ,� 3 10 REPLACE EXISTING POLE LIGHT WITH NEW POLE }� O I / � LIGHT. UTILIZE EXISTING BASE. CONNECT TO � / ` � LC2-38,40 LTS. / � � LC2-52 RECEPT. � , ��_ �� /� EXISTING PANEL. � � � 2 � � ��___ SP1 11 POWER FOR FUTURE MEDIA DEVICE. � v A � � ��-�� 2-#10, #10 GRD. �a"C COORDINATE EXACT LOCATION OF JUNCTION BOX WITH OWNER'S REPRESENTATIVE. PROVIDE � -� 1" CONDUIT TO PANEL 'LC2'. u - U � LC2-46 Received � � � - - 7 , TYPICAL �SP1 � 12 JUNCTION BOX FOR MEDIA DEVICE DATA OWN QF VAlL''' e L nneCam bellat9:50am a .,, zo,z % 10 / ' - � � - _ � CONNECTION. PROVIDE A 1" CONDUIT FROM j SP1� i � 13 , TYPICAL _ �� JUNCTION BOX TO WELCOME CENTER IT ROOM. R E V I S I O N S J ° �� `� %� �3 SH�E TER COLUM�NS��AT�90°�A FURES TO BUS NO. � ; WP i 4 yy y�/ � 1 11.07.11 100/o DD SET � � � � � � � LC2-32� 2 12.02.11 60%CD SET � � 14 EXISTING ELECTRICAL EQUIPMENT (PANEL 'LC2', '-�-'� � � �2 � I I I 15 � RELAY PANEL, CT CABINET, ETC) TO BE 3 1.27.12 PROGRESS SET � 2-#10, #10 GRD. �a"C MOVED SO THAT THE EQUIPMENT DOES NOT � LC2-35 -� � I I � � 4 2.15.12 BID SET EXTEND ABOVE THE EXISTING RETAINING WALL. � LC2-39 � 11 D 16 D � WP j EXTEND EXISTING CIRCUITS TO REMAIN TO NEW 5 3.08.12 PERMIT SET a. \ � \� I I / PANEL LOCATION. REFER TO DRAWING 3, ' � � � II j , � SHEET E-300. 3 3.08.12 ADDENDUM 3 - g` � �� l �5 POWER FOR NEXT BUS SIGNAGE. VERIFY ° � \ �P ----- ----_J� / i MOUNTING HEIGHT OF JUNCTION BOX WITH 6 4.06.12 100%CONST. DOC. � � 4 WP WP _ - � � 1 OWNER PRIOR TO ROUGH-IN. � 4 4.06.12 CHANGE ORDER 1 � � � W� �P . � � LC2-37 I �g JUNCTION BOX MOUNTED ON CEILING OF THE �� \ � \ C 2-4 8 , B U S H S H E L T E R F O R S E C U R I T Y C A M E R A. � � 3-#10, #10 GRD. �a"C � � 1 PROVIDE 1�2" CONDUIT FROM J-BOX TO � ` LC2-31,33 � � MEDIA DEVICE FOR PATHWAY TO WELCOME ° � � ; CENTER. � \ � � �� ; �7 POWER FOR ELECTRIC HEAT TRACE IN GUTTER T I T L E : G � LC2-42,4 LTS. / AND DOWNSPOUT. REFER TO ARCHITECTURAL �\ � LC2-54 ECE^. / � I j SHELTER PLANS FOR EXTENT AND LOCATION nqn u �2„� �( SP1 OF HEAT TRACE. EAST IVV'1LL \, � �� ' , , �; ; PLAZA �;, \ � 5— ,o, , GRD. 1�� ' EL E CT� CAL � \�'��, �� ; ,, � ' � PANEL ��2� � —�- ' SI TE PLAN � ` � �? __ �, - �' DRAWING 5 ��`� 8 1 W� W� 5 N � : o � 14 O 1 WP WP O � � O gEAUDIN � , � LC2-50 EAST MALL PLAZA ELECTRICAL SITE PLAN CjANZE / � / LC2-34,36 � � � TO UTILTY SCALE• 3�32" = 1'-0" Consulting Engineers, Inc. � TRANSFORMER Vail: (970) 949-6108 COPYRIGHT 2011 Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � NOTES : 1. ALL TYPE 'SP1' TOV POLE LIGHT'S • . RECEPTACLES AT TOP OF POLE SHALL BE •� p0 ��C '. CONTROLLED BY TIMECLOCK/PHOTOCELL. ,' �,4 ••'p'•S' •.,Ns, ' RECEPTACLES AT BOTTOM OF POLE LIGHT • SHALL BE UNSWITCHED. ; y: �: 2. PROVIDE #10 AWG CONDUCTORS TO ALL ; . PO�E LIGHTS AND RECEPTACLES. . -o -. �.;'�� • � ;. �'-�^� , . �• O��SS��NAI��'\?� .' FLAG NOTES : � O1 POWER FOR LIT PILLAR. O2 EXISTING EQUIPMENT MOUNTED ON STEEL ' CHANNEL FRAME. � O3 EXISTING POLE LIGHT TO REMAIN. MAINTAIN � ' POWER AND CONTROLS TO POLE LIGHTS. �u1 i''�5 �;��`� I I r'+�t F�; L� -�� `� LP2-13 �H I ' L-- � _ --_-1 O4 POWER FOR NEXTBUS SIGNAGE. 1 � SP1 --� �� O POWER FOR IRRIGATION CONTROLLER. DEPT.OF PUBLIC WORKS LP2-13 ° � VAIL,CO gO�R�DRIVE P � j� � �,.C�� 6 RELOCATE EXISTING POLE LIGHT. ;�� V� � t:970.479.2158 � 3 PANEL �P2 , � � %j � LP1-9 ENGINEER 34510 U.S.6 UNIT A-9 4 � / � EDWARDS,CO 81632 P P B � \�� t:970.926.3373 \, 4 � j `,x.. �� ARCHITECT PO BOX 8258 LP2-11 I / � '�. � BRECKENRIDGE,CO 80424 � � �`� S2 S2 S2 LP2-13 I j '��._ �\ � t:970.453.5878 ��. ♦ � � �� % �`�� 3507 RINGSBY CT, STE 117 � LP2-13 � � / ��. �� A DENVER,CO 80216 1 EF MOTORIZED _----___- j �.� �� t:303.292.3388 p e DAMPER � � � �' \ \ � ENGINEER 110 E.BEAVER CRK BLVD. POWER FOR—� � �` �� STE 202 MECH. ��`�� AVON,CO 81620 CONTROLS J SP_1�_ , �\ �\ t:970.949.6108 �"S LP2-15 �.�,� ��... � � LP2-13 ��_�� , ' .. �� \ � 4 # # ENGINEER STE 0�6ATOP PKWY �.. \ � 5- 10, 10 GRD. 1"C �� `� \ \ STEAMBOAT,CO 80487 , `�-.� A � J _ 1"(�� t:970.846.7970 , \ \`__ ��.�SP1 � �� \� / � LP1-1,3�(LIGHTS)� DESIGNER P.O.BOX ZN�&ENG LP1-11 RECEPT. � � � � � ' � �'�� 2-#12, #12 GRD. �a"C MILLS,WY 82644 \ �� t:307.315.8054 � I �-� � , `�� `.� LP �� 'i �� i � i - 2 B 0 I L E R R 0 0 M E N LA R G E D P LA N 2—#�o, #10 GRD. �a"� ; � !�, L L L - � ' �� °� Q� SCALE: 1/2"-1'-0" j I �� LP1 i 7 � % �� Q � ' � — � � U) v }. � -� U � MECHANICAL EQUIPMENT SCHEDULE CHP ► t!� ,I ( ) � ,I � � .� � MARK DESCRIPTION VOLT/ HP/ FLA MCA SAFETY FEEDER CIRCUIT SPECIFIC NOTES I I � � O U PHASE WATTS SWITCH � � }� � � LIGHTING CONTROL PANEL � V, L-�-- B-1 BOILER 120/1 <20 2-#12,#12 GRD. LP2-1 � �� + U � ► � � � � EF-1 EXHAUST FAN 120/1 200 W 2-#12,#12 GRD. LP2-3 Ili .— � ; (E) METER� � 1 � � _ � � � 0 `� ' Q 3 U 208/3 1-1/2 HP 3 3-#1 , R ,9 � � � � i � � i � � LP2-2,4,6 � �--� ' � � � �� x LP2-8,10,12 � r� EXISTING UTILITY TRANSFORMER � � O O x P-4 PUMP 208/3 1-1/2 HP 30/3 3-#12,#12 GRD. � � LP2-14,16,18 % L� LP2-20,22,24 SP1� � %� � � � � � � � UH- UNIT H TER 20S/3 3000 W 4-#12,#12 GRD. LP2-26,38,30 '--__ T � � � 0 � -_,_ � (E) PANEL LP1 � � � � � i I J � GENERAL NOTES: � �� A. SEE MECHANICAL AND ELECTRICAL SPECIFICATIONS MOTOR STARTER COORDINATION. � CI� O o B. �� U N �. �� 0 0� / � w = SPECIFIC NOTES: � � ��) Q �� `" Received �3� T�WN D F �IIRI L By Lynne C pbell at 9:50 am,Ap 1,2012 � 4 , � R E V I S I O N S J �� N0. � �d -��° J / ' 1 11.07.11 100%DD SET � � � =' �-�° 3 1.2�7 12� PROGRESS SET � ,�� REFER TO DRAWING 2 THIS �� 4 2.15.12 BID SET SHEET FOR BOILER BUNKER �� 5 3.08.12 PERMIT SET � ENLARGED ELECTRICAL PLAN. / O 1 3.08.12 ADDENDUM 1 � � � 3 3.08.12 ADDENDUM 3 � 6 4.06.12 100%CONST. DOC. 0 4Q 4.06.12 CHANGE ORDER 1 o � o � / 0 � , � � � o -�-°__ o � � D R A W I N G � �� \ � TITLE : o �-- �I �_-_-� \`--------------- ------------------------- TO UTILITY CONCERT � / -� CIVIL PF ANSE FOR FER TO HALL PLAZA j L � DISCO NECT ICE �o�AT�oN. EL E CT F� CAL � I � �, SI TE PLAN � � � ��n I CONCERT HALL PLAZA NORTH ELECTRICAL SITE PLAN CONCERT HALL PLAZA ELECTRICAL SITE PLAN � � i 3 _ _ � DRAWING �`� SCALE: 3/32" - 1' 0" SCALE: 3/32" = 1'-0" N 0 : �,� � � � gEAUDIN � � �� Cj ANZE � z�, I Consulting Engineers, Inc. � � � � COPYRIGHT 2011 / I Vail: 970 949-6108 � � � Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � � Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com C� NOTES: 1. LIGHT LINEWEIGHT INDICATES EXISTING TO DO ��` REMAIN. \,� ••�p"S• •��s 2. NOT ALL DEVICES SHOWN FOR CLARITY. y�: .. :. : -��o� �-�-1�= �' �'•••. ..•••'��,�, _ �SS�oMA��NG. �� —� �� ,\ 5 ! 6 � 7 �� ( g `i P�1 �'��, ��`~� I I ;''� F�- L:� -�� C I�� DEPT.OF PUBLIC WORKS � i i i 1309 ELKHORN DRIVE VAIL,CO 81632 i i i i t:970.479.2158 TENGINEER 34510 U.S.6 UNIT A-9 i i i i EDWARDS,CO 81632 - GRADE t: . . 12,711 AIC i i i i ARCHITECT PO BOX 8258 BRECKENRIDGE,CO 80424 0 t:970.453.5878 PANEL PANEL PANEL � � � � � 'P1' 'P2' 'P3' _ _ _ _ _ _ _ � G P2-2 GF - - - - - - - - - - \ �`'� � DENVER,COY 0216 TE 117 F1 G � ' 1� 2 � P 2-2 � t:303.292.3388 CT CABINET • • i i P P �' 3 a 5 5 _ ENGINEER 110 E.BEAVER CRK BLVD. STE 202 BASEMENT o P?-2 P 6 � P�_, AVON,C081620 i 6 t:970.949.6108 ENGINEER 1169 HILLTOP PKWY � � � � S2 � S2 STE 206A � STEAMBOAT,CO 80487 2 EF 2 t:970.846.7970 i i i DESIGNER CONSULTING&ENG P.O.BOX 2117 i i B� � MILLS,WY 82644 2 B t:307.315.8054 x - 2 2 � i i i x P eP � EXISTING FRTB , , B P Sz , 2 2 �2 � ELECTRICAL ONE-LINE DIAGRAM e e WH 4� °� � � SCALE: NONE � � � � � � � � � � B 1 0 � �� _�- � � � � � � 0 42 � `�� V � o EF S2 � MECHANICA� S2 _ — � 00]. � � �, � � -� � - - - - �H , - - - - - - - - - - \ g � m � � U 1 i - - - - - - , - - - � � � PANEL 'P3' � % PANEL: P3 EXISTING VOLTAGE: 120/208V, 3PH,4W � P2-4 —� � � � — � � 36 38 40 .(� � MINIMUM BUS: 400 ' 2 W�' U (� "�� > LOCATION: FRTB BOILER ROOM MAIN: MLO � - - - 42 - - - - - - - - - C � � N � �' � — � MOUNTING: SURFACE MINIMUM AIC: 22,000 , �,i ('�'� a� � „" � �� LOAD BREAKER BUS BREAKER LOAD PANEL �PZ� w � �, No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. � � � � A B C POLE TRIP A B C TRIP POLE A B C � ��` � + E s2a z � � PANEL 'P1' � � �,�, z; � ;� 3 + 15 3 E PUMP,P-2(2) $2$ a I O - 5 + E azs s I TELECOMMU�JICATIONS � '� � + m sza a i � TERMINATION BOARD i � � O � � 9 + 15 3 M PUMP,P-2(2) 828 10 I � I I �/'► � � V J �, �s + + M 828 $Z$ �a CT CABINET AND ELECTRIC METER. � i � O � 15 + 15 3 M PUMP,P-2(2) 828 16 O ^` � � 17 + M 828 18 W � 19 + M 828 20 J � N 21 + 15 3 M PUMP,P-2(2) $2$ 22 � U 23 + M 828 24 �� O � O O 25 1500 M + M 828 26 � 27 1500 M BOILER,B-1 (2) 3 20 + 15 3 M PUMP,P-1 (2) $2$ 2$ � � O 29 1500 M + M 828 30 � � 31 1500 M + M 828 32 / � 33 1500 M BOILER,B-1(2) 3 20 + 15 3 M PUMP,P-1 (2) 828 34 Q 35 1500 M + M 828 36 U 37 + 38 W 39 + 40 U 41 + 42 m EXISTING FRTB Re�e`�ed � FEEDTHRU SUBFEED FEEDER GENERALNOTES: TOWNDFVAIL"r sy�Y�„ecamPbeuarv:soam,aP.»,zo�z LOAD TYPE PANEL TOTAL DEMAND fEEDER TOTAL E L E C T R I CA L BAS E M E N T L E V E L R E V I S I O N S � TOTAL TOTAL SUBTOTAL A � U (L)LIGHTING 0 0 125% 0 B. / (R)RECEPTACLES 0 � NEC220 0 C. N 2 (LM�LARGESTMOTOR 2484 2484 25% 621 0. SCALE: 1/4�� — ��-O�� . � (M)MOTORS(ALL) 28872 2a8�2 100% 28872 E. p � ce�eou�PMeNr 6s84 6984 ,00� 6s84 SPECIFIC NOTES: 'I 11.07.11 100/o DD SET � A APPLIANCES 0 0 0 0 (1) EXISTING IOAD 2 �2.02.�� 0�� N � PANE�TOTAL(KVA): 36.5 (2) NEw�oao oN exiswc PnNe� 3 3 1.27.12 N PANEL TOTAL(A): 101 �4� 5 5 3.08.12 P RMIT SET � Q 3.08.12 ADDENDUM 1 � Q 3.08.12 ADDENDUM 3 6 4.06.12 100%CONST. DOC. � MECHANICAL EQUIPMENT SCHEDULE (TRANSIT BLDG.) � 4� 4.06.12 CHANGE ORDER 1 ° MARK DESCRIPTION VOLT/ HP/ FLA MCA SAFETY FEEDER CIRCUIT SPECIFIC NOTES U PHASE WATTS SWITCH � ,� B-2 BOILER 208/3 <20 30/3 4-#10,#10 GRD. P3-25,27,29 ,� P3-31,33,35 � P3-26,2a,3o D R A W I N G P-1 PUMP 208/3 1.5 HP 30/3 3-#12,#12 GRD. p3-32,34,36 T I T L E : � � P3-2,4,6 in P-2 PUMP 208/3 1.5 HP 30/3 3-#10,#10 GRD. P3-8,10,12 FRTB Snowmelt � P3-14,16,18 w P3-20,22,24 �, System `—�" GENERAL NOTES: F I OO� P I��S > A. SEE MECHANICAL AND ELECTRICAL SPECIFICATIONS MOTOR STARTER COORDINATION. � B. PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP. � C. PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING. �n D. o sPeciFic Nores: D R A W I N G � (1) CORD AND PLUG CONNECTION N O : o �2� � (4> EAUDIN � Cj ANZE � i � � Consulting Engineers, Inc. � �o Vail: (970) 949-6108 COPYRIGHT 2011 � Lake Tahoe: (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � Fort Collins: (970) 221-5691 j Albuquerque: (505)323-9070 www.bece.com � D� L!C LIGHT POLE �O ��. • �f/ - P.'s" s HANDHOLE COVER. ' WIMAX ANTENNA (BY y: OTHERS) GROUND LUG. � : -o�o' �"�"��: � • ,• �,�, BASE COVER. '��t`•��''•••.....••°� �� SS��NAti��G 0 . ANCHOR BOLTS. - 125 AMP, 208Y/120V, 3� 125 AMP, 208Y/120 VOLT, COMBINATION UTI�ITY 3�b, 4W, 24 SPACE I FINISH GRADE. . METER/SERVICE DISCONNECT. PANELBOARD, NEMA 3R. ol I:. � �a .I I,� � a . ( �'.Id I` � � _ PLANTER ARM BANNER ARM If l � l. b�a . LP2 ° I � I.I:lo, j j� . c °° ��1 +�''ti �;�'`� � � r+�t �; LJ -�� `� On f a °'�' ,o, ; `� �° - 80/3 46 64 Ia l°I I vl . q�l � v �9 4 DEPT.OF PUBLIC WORKS 1309 ELKHORN DRIVE ISC: 2,352 A �I, - � � � .j j j. ��° HALF—SWITCHED VAIL,CO 81632 T ° � �.� � I I ja� ° RECEPTACLE FOR HOLIDAY t:970.479.2158 LIGHTING, INSTALLED WITH 1 � � IN—USE WEATHERPROOF � I°o �°� � �� 2500 PSI CONCRETE. ENGINEER 34510 U.S.6 UNIT A-9 I.:I . b.l. . �� . ° � COVER. CONTROLLED BY � d I �� ° I 1 SAME PROGRAM AS LIGHT EDWARDS,CO 81632 � � p4� t � � 4 � � FIXTURE. DIRECTIONAL SIGNAGE (BY t:970.926.3373 � #8 GROUNDING ELECTRODE °� a f I.�`�o�a o. I I � ° ° OTHERS) ARCHITECT PO BOX 8258 �WATER SERVICE I.A.W. � ai °° � jol I I _j�j o a BRECKENRIDGE,C080424 4—#4, 2"C 4—#4, #8 GRD, 2"C N.E.C. 250-52 I° � � � �I j j.°a� .� a . : o� ° t:970.453.5878 a . a � ol � Idla � Io. .. a . 20 LF. OF #4 CU � .i -o:, � j °I I I. .�f o a 3507 RINGSBY CT, STE 117 I Id I ° DENVER,CO 80216 E N C A S E D I N M I N. 2" O F - a� ��:� . #4 V E R T I C A L R E B A R S (6 R E Q'D). CONCRETE. I.A.W. N.E.C. ° 4 j lo°I I I°' t:303.292.3388 250-52 II. I : � � I " ENGINEER 110 E.BEAVER CRK BLVD. v I I 4e �ol I :� . PROVIDE (1) 1" CONDUIT WITH BRANCH � I 4� � STE 202 �. ° I. I � . , C I R C U I T C O N D U C T O R S, A N D (1) 1" °� a � I I I a o �� . SPARE CONDUIT. AVON,CO 81620 1 B O I L E R B U N K E R E L E C T R I C A L O N E— L I N E D I A G R A M ° � o °VIII � 4 9 t:970.949.6108 a � @ o � GROUND ROD. � ENGINEER 1169 HILLTOP PKWY SCALE: NTS ��—. ` 3- �� I � w � �-- — --] � CONDUIT FOR LIGHTING/HOLIDAY STE 206A 4� 4 � �° � � RECEPTACLE. STEAMBOAT,CO 80487 i L--=-��- ----- � 8"x8" WIRE BASKET. � t:970.846.7970 �4: . . 4 c � CONDUIT FOR COMMUNICATIONS & P a �--`�- ' �-� ` � LOW—VOLTAGE CABLING. � �a � � a I DESIGNER CONSULTING&ENG I.-=-----,--�-.) � P.O.BOX 2117 I � : ° �o I � MILLS,WY 82644 o� �----_--�z� °� I X CT CABINET 4 a o- `a L_ _ t:307.315.8054 a a ... �. � � X 250 AMP, 208Y�120 VOLT, a.� : . � °°� � o� a � � UTILITY METER 3�, 4W, 64 SPACE ` J PANELBOARD, NEMA 3R. 4 ao ° a ° 4° � LC2 ° ,�x � K.J � � r� M � � 24" DIA. Q � �� (� TISC: 3,171 A � � N #2 GROUNDING ELECTRODE � .,�� V ° POLE BASE DIAGRAM POLE-TYPE LIGHTING FIXTURE DIAGRAM � � -� � � _ NO SCALE O NO SCALE O � }� O � Q �^ • �5/8"DIA x 8 FT. GROUND � v, � .� ,� 4—#250KCMIL, 3"C 4—#250KCMIL, #4 GRD, 3"C ROD. I.A.W. N.E.C. 250-52 � (� � > �' �----- Pc (� � � _ � � — EAST MALL PLAZA ELECTRICAL ONE LINE DIAGRAM ; � PA°E°��" M°�"��° �B°�� a> > J 1 � > o -� SCALE: NTS � - � SYSTEM CLOCK � � � � � �r TC I � � � � � � � � � o I J V o � � � w ° I � O 0 �' i U � � °' POWER � W 0 Q TYPICAL v EXISTING 200 AMP, Received �—' �208Y/120 VOLT, 3�, 4W � LP1 PANELBOARD, NEMA 3R. 12�V ��W� aF vAj� ByLynne mpbellat9:50am, ��,20�2 m DOUGLAS PROGAMMABLE LITEPAK � � PANEL RELAY M PANEL #WPAK16-3351—S � � 'LC2' CT/METER PANEL R E V I S I O N S / �; � WIREWAY FOR i�// O T NO o � `�' EXISTING CIRCUIT '� SPLICES. EXTERIOR 2 12.02.11 60%CD SET L� �RECEPTACLES EXTERIOR LIGHTING CONTROL DIAGRAM - LCP � � � o o _ B 4 2 15.12 B D SETE ET � � _ NO SCALE TYPICAL FOR BOTH EM & CHP O � � 0 5 3.08.12 PERMIT SET a. � o o � 3.08.12 ADDENDUM 1 -- — -- —L------ o ----- — --------- ---- --------- .0 . ----- 3 6 4.06.12 100%CONST. DOC. �' 4� 4.06.12 CHANGE ORDER 1 �� NOTES : �� MOUNT ELECTRICAL EQUIPMENT SUCH THAT NO �, PART OF THE EQUIPMENT OR MOUNTING � STRUCTURE EXTENDS OVER EXISTING WALL OR D R A W I N G � WINDOWS. TITLE : G � Electrical � � EAST MALL PLAZA ELECTRICAL EQUIPMENT ELEVATION CONCERT HALL PLAZA ELECTRICAL ONE— LINE DIAGRAM One-Line � 2 3 SCALE: NTS — SCALE: NTS > Diagram � � ,� � �' DRAWING � N 0 : 0 0 � gEAUDIN � Cj ANZE � i � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � D� L!C PANEL: LC2 VOLTAGE: 120/208V, 3PH, 4W �,� ••'P"S•' •..�s MINIMUM BUS: 250 LOCATION: EMP-ART WALL MAIN: 250/3 CB Z: MOUNTING: SURFACE MINIMUM AIC: 22,000 LOAD BREAKER BUS BREAKER LOAD �Q ' �1 ` No. A B � TYPE LOAD DESCRIPTION POLE TRIP A B C TRIP POLE TYPE LOAD DESCRIPTION A B � No' �O •,� �-�"�o:�•�� 1 840 L BUS STOP PYLONS 20 1 + � (E)POLE LIGHTS 520 2 �w��•..��-��'��..• �� 5 250 1000 E SPECYEV ENT RECEPT. Za 2 + + 20 1 R E UPPER POLE RECEP. 520 500 6 � `,`sS�C�N AI.��G 7 1000 E SPEC.EVENT RECEPT. + 20 1 R E UPPER POLE RECEP. 750 8 . � 9 750 L HOLIDAY RECEPT. 20 1 + 20 1 R E UPPER POLE RECEP. 750 10 � 11 500 E E TOV PHONE NODE 20 1 + 20 1 R E LOW POLE RECEPT. 500 12 13 390 L + 20 1 R E LOW POLE RECEPT. 500 14 15 390 L �E)POLE LIGHTS 20 2 + 20 1 R E LOW POLE RECEPT. 500 16 17 500 E SPEC.EVENT RECEPT. 20 1 + 20 1 R E LOW POLE RECEPT. 500 18 19 1000 E SPEC.RECEPTACLES 20 1 + 20 1 R E LOW POLE RECEPT. 500 20 21 500 RECEPTACLES 20 1 + 20 1 R E LOW POLE RECEPT. 500 22 � � 23 SPARE 20 1 + 20 1 R E LOW POLE RECEPT. 500 24 ��1 1'',5 I;�t� I I r't �, L� —�� 25 10000 E + 20 1 R E LOW POLE RECEPT. 500 26 27 10000 E EVENT POWER 3 100 + 20 1 R E LOW POLE RECEPT. 500 28 29 10000 E + 20 1 R E LOW POLE RECEPT. 500 30 31 1000 L HOLIDAY RECEPT. + 20 1 E HEAT TRACE 1 500 32 DEPT.OF PUBLIC WORKS 33 1000 L HOLIDAY RECEPT. 20 2 + 20 1 E SPEC.EVENT RECEPT. 1000 34 1309 ELKHORN DRIVE 35 250 L HOLIDAY RECEPT. 20 1 + 20 1 E SPEC.EVENT RECEPT. 1000 36 VAIL,CO 81632 37 150 L BUS SHELTER LTG 20 1 + L 260 38 t:970.479.2158 39 500 E BUS SHELTER MEDIA 20 1 + 20 2 � POLE LIGHTS 260 40 41 500 BUS STOP PYLONS 20 1 + L 325 42 43 SPARE 20 1 + 20 2 � POLE LIGHTS 325 44 ENGINEER 34510 U.S.6 UNIT A-9 45 SPARE 20 1 + 20 1 E SPEC.EVENT RECEPT. 1500 46 EDWARDS,CO 81632 47 SPARE 20 1 + 20 1 E RECEPT./NEXT BUS 860 48 t:970.926.3373 49 SPARE 20 1 + 20 1 E IRRIGATION CONTROL 150 50 51 SPARE 20 1 + 20 1 R UPPER POLE RECEPT. 720 52 ARCHITECT PO BOX 8258 53 SPARE 20 1 + 20 1 R UPPER POLE RECEPT. 900 54 BRECKENRIDGE,CO 80424 55 SPARE 20 1 + 20 1 SPARE 56 57 SPARE 20 1 + 20 1 SPARE 58 t:970.453.5878 59 SPARE 20 1 + 20 1 SPARE 60 61 + 62 3507 RINGSBY CT, STE 117 FEED THRU SUBFEED FEEDER GENERAL NOTES: DENVER�CO 80216 LOADTYPE PANELTOTAL TOTAL TOTAL SUBTOTAL DEMAND FEEDERTOTAL A. NEMA3RENCLOSURE t:303.292.3388 (I�LIGHTING 6980 6980 125% 8725 B. (R)RECEPTACLES 8620 8620 NEC 220 8620 C. (LM)LARGEST MOTOR o o z5r o o. ENGINEER 110 E.BEAVER CRK BLVD. (M)MOTORS(ALL) 0 � 100% 0 E. STE 2OZ (E)EQUIPMENT 39760 39760 100% 39760 SPECIFIC NOTES: AVON,CO 81620 A APPLIANCES 0 � 0 0 (1) PROVIDE 30mA GFCI CIRCUIT BREAKER t:970.949.6108 PANEL TOTAL(KVA): 57.1 �2� �3> ENGINEER 1169 HILLTOP PKWY PANEL TOTAL(A): 159 �4� STE 206A 5 STEAMBOAT,CO 80487 t:970.846.7970 VOLTAGE: 120/208V, 3PH,4W DESIGNER CONSULTING&ENG PANEL: LP2 P.O.BOX 2117 MINIMUM BUS: 125 MILLS,WY 82644 LOCATION: BOILER ROOM MAIN: 250/3 CB t:307.315.8054 x MOUNTING: SURFACE MINIMUM AIC: 10,000 x x LOAD BREAKER BUS BREAKER LOAD No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. �� A B C POLE TRIP A B C TRIP POLE A B C I 1 500 B-1,BOILER 1 20 LM 792 2 � 3 200 M EF-1 1 15 20 3 LM P-4 792 4 � �, 5 288 M LM 792 6 � � 7 288 M P-3 3 15 M 792 8 r�) � � 9 288 M 20 M P- 79 0 � 11 136 L LIGHTING 1 20 M 792 1 � I 13 720 R RECEPTACLES 1 20 M 792 14 Q O N 15 250 E MECH.CONTROLS 1 20 20 3 M P-4 792 16 ' ^ U 17 SPARE 1 20 M 792 18 V J //� �I � 19 SPARE 1 20 M 792 20 �� 21 20 3 M P-4 792 22 � ^♦ ^` O �� 23 M 792 24 tLJ W <? 25 + E 1000 26 � �� f , = 27 + 15 3 E UH-1 1000 28 � � O v � � Q 29 E 1000 30 }^� — LOAD TYPE PANEL TOTAL FEED THRU SUBFEED FEEDER DEMAND FEED TOTAL G ERAL NOTES: �/ �+ / � �� TOTAL TOTAL SUBTOTAL i) /� \ (I�LIGHTING 136 136 �ps� �7p g. t `�J � J (R)RECEPTACLES 720 �2� NEC 220 720 C. � � � � N � �I3�'' (LM)LARGEST MOTOR 2376 23�6 25% 594 D. � � � �J (M)MOTORS(ALL) 10568 10568 100% 10568 E. (E)EQUIPMENT 3250 3250 100% 3250 SPECIFIC NOTES: � � � � U A APPLIANCES 0 0 0 (1) � PANEL TOTAL(KVA): 15.3 �3� � � O � c PANEL TOTAL(A): 43 (4) � - 5 c� _ � � � � � � � VOLTAGE: 120/208V, 3PH,4W -� PANEL: LP1 (EXISTING) � Q� MINIMUM BUS: 225 J U ° LOCATION: CHP MAIN: 250/3 CB � o MOUNTING: SURFACE MINIMUM AIC: }� O o (� � LOAD BREAKER BUS BREAKER LOAD � � 1 i� No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. l ' � A B C POLE TRIP A B C TRIP POLE A B C �/ � 1 260 L + 20 1 E CONTACTOR 2 150 2 w / 3 260 L POLE LIGHTS 2 2� + 20 1 E E EXISTING 1000 4 � Q 5 720 R UPPER POLE RECEPT. 1 20 + 20 1 E E EXISTING 1000 6 U 7 500 L PILLAR LIGHT 1 20 + 20 1 E E EXISTING 1000 8 LI 9 250 E IRRIGATION CONTROL 1 20 + 20 1 NEXT BUS 300 10 Received U 11 540 R POLE RECEPT. 1 20 + 20 1 SPARE 12 �f I � TOWN OF MAIL�" � ByLynneCampbell t9:50am,Apr11,2012 p] 13 SPACE + SPACE 14 � 15 SPACE + SPACE 16 � 17 SPACE + SPACE 18 � 19 SPACE + SPACE 2p R E V I S I O N S � 21 SPACE + SPACE �� N O. � 23 SPACE + SPACE 24 � ,_� zs SPACE + SPACE 26 1 11.07.11 100%DD SET `�� 27 SPACE + SPACE 28 '� 29 SPACE + SPACE 30 2 12.02.11 6�%CD SET ;, 31 SPACE + SPACE 32 3 1.27.12 PROGRESS SET � 33 SPACE + SPACE 34 � 35 SPACE + SPACE 36 4 2.15.12 BID ET � 3� sso � + � �so ss 5 3.08.12 PERMIT SET a. 39 650 L �E)MONTEROS LTG. + � (E)POLE LIGHTS 750 40 1 3.08.12 ADDENDUM 1 � LOADTYPE PANELTOTAL FEEDTHRU SUBFEED FEEDER DEMAND FEEDERTOTAL GENERALNOTES: 3.OH.�Z ADDENDUM3 _ TOTAL TOTAL SUBTOTAL A. EXISTING PANEL TO BE RE-USED 3 (l)LIGHTING 38zo 382� ,z5� 4��5 B. 6 4.06.12 100%CONST. DOC. G? U (LM)LARGEST MOTOR 0 � 25% 0 D. (R)RECEPTACLES 1260 1260 NEC 220 1260 C. 4 4.06.12 CHANGE ORDER 1 � (M)MOTORS(ALL) 0 � 100% 0 E. C� (E)EQUIPMENT 3400 3400 100% 3400 SPECIFIC NOTES: A APPLIANCES 0 � 0 0 (1) �� PANEL TOTAL(KVA): 9.4 �Z� � (s) PANEL TOTAL(A): 26 �4� D R A W I N G � s T I T L E : � G � Electrical � � Panel Schedules LS � > � � ,� � �' DRAWING � N 0 : 0 0 � gEAUDIN � Cj ANZE � i � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � . o/ � 1812 POP—UPS � _ �� P�c� � ;�, � �% �:i � � I I� / � o I 1 _��___---- :5�'� 1' ::.. o :::::.:. � - --� G�o ..::�::::.-:::�:::::.�::.. �,P� � 1.. o — _ >.^»;;:::::;`:�'1'i>?`»»:>.t�:... i � y\ �`�'�� < .- - � � / � \ ��`�� i � � \ . p --- -_- �i i. � � \ i s. � � O � � :;::�:::::::::::::: �C] � ..................... � � . . ... ::.:::;;::a>:�r:t;;a p �G ...::::.-:.::� P � �� ...:.� - `�. :�,. . . � � � ; ... -.._.__ �!, , � � � � e - - �< �---- �-— ;, ,�� ..--- _ � .,..� . , .��:�� ;� �-- �N'N"��Y7J",��, . . —_---0---------�- � .. _ __.-_-__"--� r � � G1`� �,P� � ♦ � 0 _ _ � � ` � . �'�,�s.: •: �� ♦ � � --� , -� `s� -; - ;, . e�, __ _ �� : .:�; � � - � � i� ` ' �. j � 9��' � _ _' -' ,� � � D �P.�c�� 1 '''i �k ,``r � � �''i 6� LJ _L-�' � �_ �w —�, �, �� SHE A , / � �� _ �_� �� _ �� o -� �pN / / � p,ST �— � DEPT.OF PUBLIC WORKS .. _ �. / ,. . � � _�.___"�� ,. \ �w�G � �0 1309 ELKHORN DRIVE VAIL,CO 81632 � - -� P�` EAST _ •a• \ � t:974.479.2158 LLLLLLL � LLLLL �.• ,� \ LLLL �.:. •,. � \ � 1• ,.�.: .. , . � 1' � \'�`�' � ENGINEER 34510 U.S.6 UNIT A-9 ....; , d ...: � -4- EDWARDS,CO 81632 �`;.:,y• o ..�\ . ��, 10.9 t:970.926.3373 � � :� 1812 POP-UPS W E ST �P 1 ARCHS ECT 0 BOX gR58DESIGN LLC �. �� BRECKENRIDGE,CO 8d424 LLLLL�a . LLLLLLLt g-�' t:J7O.453.5H�8 � LLLLLLLLC � LLLLLLI �° ��a , ARCHITECT 4240 ARCHITECTURE INC LLL, o �.O 3507 RINGSBY CT, STE 117 \ �L� �P'`� 3ia° ` DENVER,CO 8Q216 ' t:303.292.3388 �- � . •.i� � a 3.5 MEP BEAUDIN GANZE CONS.ENG. •i;. ° . v e 8 � �" ; �. ENGINEER 110 E. BEAVER CRK BLVD. 1812 POP-UPS �' � �' 8 -- '� STE 202 j.. r� !�' 4'� ,�.. i�: ,, � ,�c,`r t 97�0.949.6108� � � �P , �� STRUCTURAL ENGINEERING DESIGNWORKS �° � � ENGINEER 1169 HILLTOP PKWY 1 / STE 206A �° / j % 5;9 S 970 846.7970 0 80487 i � � o _ IRRIGATION WESTERN HERITAGE � '` � % / .��' DESI�NER CONSULTING&ENG � � • � � � % / �P P.O.BOX 2117 � \ _ , � % / � � � � �� 1° / % / MILLS,WY 82644 t:307.315.8054 — 9.7 \ � � \ 1 s / / � / : �„ \ � \ / / j � � , \�C\ \ �, / / / / �P4G . \ \ � � � . \ / / � Ax Estimated Quantity Takeoff East Mall Plaza West w 1° j � Q� •S 8 � = Description Quantity Units � � . �� H � ~ 12F O Q 1 — � 1� � Rain Bird 1800 - 12F MPR Plastic Nozzle 3 ea. p }+ � fn C.� .. 1 H _ V♦ �J � Rain Bird 1800 12H MPR Plastic Nozzle 9 ea. �r'j (n . , o —}—� U - 1812 POP-UPS Rain Bird 1800 - 12Q MPR Plastic Nozzle 2 ea. �j � (� (� Q ' _ . � . Rain Bird 1800- 15Q MPR Plastic Nozzle 2 ea. �j �� g N U s� '�'` Rain Bird 1800- 10F MPR Plastic Nozzle 1 ea. ''Q � � O — REFURBISH EXISTING IRRIGATION � Cn I I = v � � � .\� INSTALL NEW PIPE AND DRIP EMITTERS, � Rain Bird 1800 -8F MPR Plastic Nozzle 6 ea. � 1812 POP-UP BODIES IN ANNUAL BED 3i� SLEEVE LOCATION FOR � � L � / AND CONNECT TO EXISTING ZONE VALVES. FUTURE USE. Rain Bird 1800-8H MPR Plastic Nozzle 41 ea. � ._ N = "COORDINATE WITH OWNER". � r , � CV '� - Rain Bird 1800 -8Q MPR Plastic Nozzle 11 ea. `� - ��; y Rain Bird 1800-8T MPR Plastic Nozzle 2 ea. �j � � � j cn � Rain Bird 1800- U-12TT Nozzle 2 ea. '� � � � - - - o Rai� Bird 1800-VAN 10-TQ Nozzle 3 ea. T ��v � � 0 � � � Rain Bird 1800 -5N MPR Plastic Nozzle 16 ea. � � y � � SLEEVE LOCATION I I v O � � ~ FOR FUTURE USE Rain Bird 1800-5Q MPR Plastic Nozzle 4 ea. Rai� Bird 1800-6VAN MPR Plastic Nozzle 1 ea. � � (� I ' j � Rain Bird 1806-SAM PRS POP-UP BODY 48 ea. }, � I � Rain Bird 1812-SAM PRS POP-UP BODY 76 ea. � Q `.J I � W — -.- ��. D � �. 16.5 .e� _ — — � � �„ � � �� — � Riser 1 GPM 10 ea. ' � - _ - ♦ � � � � � � � �� ,, � � — _ _ �- Rain Bird 100-PEB 1" Remote Control Valve 6 ea. � � � � � 2.0 � � � � � ��_ • 3ia" Rain Bird Xerigation Control Zone XCZ-100 3 ea. � � — � _ , �. � y� - �� Rain Bird Quick Coupler Valve#44LRC 3 ea. O R E V I S I 0 N S 1 a �, o N0. `�y= �' � 1.5 � 1.5 - `� � NEW 12 STATION SAT CONTROLLER C 1 11-07-11 100%DD SET � ' F ' F 1 <t� ,�:;�,` � EXISTING 24 STATION CONTOLLER RELOCATE E 3 2?15?12 B p os D SET I �4 i � MASTER VALVE EXISTING M o � � I � �� 0 4 4-06-12 100/o CD'S i � � 1 FLOW SENSOR EXISTING 0 �_ � , F ,, �� RPA EXISTING N ,)• Received � Point-of-Connection 1 ea. � O By Lynne Campbell at 9:50 am, pr 11,2012 Q g T�QWN OF VAl�. 1 . 1 H _ �� H , H � 1 inch Class 200 PVC 1100 ft 1" � ' " � '�� ° � 125 inch Class 200 PVC 20 ft �14 1 1.5 inch SCH40 MAIN LINE 200 ft 1.5 D R A W I N G h o$ � 4-inch CLASS 200 SLEEVE 400 ft L _— — � T I T L E : � �� 3/4" DRIP TUBING 1000 ft E M P �� E C - P 1.5 1812 POP-UPS I R R I GAT I 0 N EXISTING 24 STATION CONTROLLER TO �, ...\ BE MOVED REFERENCE ELECTRICAL A P P L I CAT I 0 N PLANS. INSTALL NEW 12 STATION o , � ` � ESP SAT CONTROLLER. � � ^-� ' APPROXIMATE LOCATION MOVE EXISTING AND NEW DRIP ZONES � • � �� ` OF EXISTING RPA, TO NEW CLOCK, INSTALL SPRAY ZONES A S S U M E S A LL P 0 N T 0 F C 0 N N E C T 0 N S H A VE A .,.. , , •; MASTER VALVE & FLOW METER. ON EXISTING 24 STATION CONTROLLER. D R A W I N G � ,,� •' • ' TEE INTO EXISTING SYSTEM MAIN LINE COORDINATE WITH TOWN oF �A��. M N M U M O I V O P S N 0 T TO E X C E E D U O P S � � � N 0 : � , .. . `' � DYANM C PRESSURE AVA �ABLE. EM P - Western Heritage GRAPHIC SCALE � C�nsulting & Engineering 0 �0 20 � 307.315.8054 PO BOX 2117 i �L O 0 � ryan@westernhce.com Mills,WY 82644 SCALE�1"= 10' C / - o/ V � �� ,P � `J/ • ti � . _– �..._ � 'd � _ ......... _ . �......i::iiiiiii � . �� Q _—_f�" ....... . . `'- _ -<-'' �� . . �Q �°�_--0� P�� 0 � O � O � E -��VC��,'SI � _ � _ �� v � , .,_ � � l�P�G�o �'��.. � � . �-" � � ♦ _ -- P.O.0 A ___�__ ,—--c�--_��---—�_� _ _ _ � EXISTING 1-1/2" PVC MAIN LINE __ — _�--___ ---------- �n J o 9 CONTROL AND r1C COMMON WIRE. ��1 ?y�i �`k ,`�r I I r'�� V� � �L-�� I �_ �w � � �,Pt�`� RELOCATE FROM SIDEWALK AREA � O i - - - - - � � �� TO LANDSCAPE AREA AT POC. A DEPT.OF PUBLIC WORKS ._ � . �_ �-' �-- � �., �, � � '° o VAIL,G081gR�DRIVE „ � ,_ p,D ;�=, _ ,=° � �P�c�� t:974.479.2158 ' -� �_:� �_� ._ �� - � . SH ABANDON/REMOVE EXISTING ENGINEER 34510 U.S.6 UNITA-9 � � - �_ � �� - - �T L�p � E� — IRRIGATION MAIN LINE L� WIRES. (SEE NOTE: POC. A) EDWARDS,CO 81632 �� _ - �� o t:970.926.3373 �P�G� EAST ARCHS ECT 0 BOX gR$DESIGN LLC - BRECKENRIQGE,CO 80424 ="��—.� :��" — � '��.�.�'�� s t:970.453.5878 ° 1Q�9 ARCHITECT 4240ARCHITECTURE INC �,P�G� � � • P 3507 RINGSBY CT, STE 117 1812 POP-UPS W EST < - 'Y'''�''� • � =1.� DENVER,CO 80216 1� � � � t:303.292.3388 ;..�.'" � �� MEP BEAUDIN GANZE CONS.ENG. =�.%''' ` ,i H� ENGWEER 110 E.BEAVER CRK BLVD. 0 1 5 STE 202 P.��' / AVON,CO 81620 � � �j � t:970.949.6108 i H Hg 1 1,5 , - ~ 1� �. � � � 8�� STRUCTURAL ENGINEERING DESIGNWORKS � � „ INSTALL NEW ENGINEER 1169 HILLTOP PKWY N e 8 IRRIGATION ZONE � � / 1^ 1 �� STE 206A �.. VALVE, RECONNECT STEAMBOAT,C080487 � a � � /�'�� EXISTING ZONE t:970.846.7970 ?,� �,P'`� Y � �j � �° IRRIGATION WESTERN HERITAGE - 1" ,�. �� P.O.0 A �� RELOCATE EXISTING IRRIGATION ZONE DESIGNER CONSULTING&ENG P.O.BOX 2117 � VALVES, EXTEND ZONE WIRES AND MILLS,WY 82644 / j 5.9 RECONNECT ALL ZONES NOT BEING t:307.315.8054 / � / t" ,�• REPLACED OR PERMANENTLY REMOVED. � o � �c;:,;.. ;;. � % / / �P� � '� " �v RECONNECT EXISTING SYSTEM � / � / ' � 1" � � / / � � � °� a� �� // "�'`� � Estimated Quantity Takeoff East Mall Plaza EAST � � �P y � � � 0 1� ;' Description Quantity Units },, (� T , ; ,g � c.� � / Rain Bird 1800- 10H MPR Plastic Nozzle 1 ea. � � o ,�, \ , Rain Bird 1800- 12H MPR Plastic Nozzle 1 ea. '� � � � O \/ = Rain Bird 1800- 12Q MPR Plastic Nozzle 1 ea. "�° � (]� '� V � � � � / ! / Rain Bird 1800- 12T MPR Plastic Nozzls 3 ea. '� � r'~^-' O = ��'� � / ;� ;i Rain Bird 1800- 15Q MPR Pfastic Nozzle 2 ea. '�j° Q� v'� � .C� � U � � � ��Z� h \ Rain Bird 1800-8Q MPR Plastic Nozzie 7 ea. � L-- N — � / Rain Bird 1800-8N MPR Plastic Nozzle 5 ea. ,A_ �.�,, i � U � � •C� � - - 1y`� � Rain Bird 1800-8T MPR Plastic Nozzle 1 ea. �j � � � � 0 Q � Rain Bird 1800-VAN 10-TQ Nozzle 1 ea. '�� SLEEVE LOCATION FOR � � � O � FUTURE USE. Rain Bird 1800-5Q MPR Plastic Nozzle 2 ea. � -� Rain Bird 1800-5H MPR Plastic Nozzle 30 ea. � (n y � � ,.. -a--r ,� Rain Bird 1806-SAM PRS POP-UP BODY 54 ea. O L � � y�v�.v�. ^, � W 1" � U � 4i Riser 1 GPM 7 ea. � � � � Rain Bird 100-PEB 1" Remote Control Valve 4 ea. � � RECONNECT EXISTING SYSTEM Rain Bird Xeri ation Control Zone XCZ-100 2 ea. � � 3.0 9 P �„ W _ Rain Bird Quick Coupler Valve#44LRC 3 ea. O � Point-of-Connection 2 ea. �p � — _ � LOW VOLTAGE JUNCTION BOX 1 ea. � R E V I S I O N S _ — -` � _ — — -- N0. — —= - - 1 inch Class 200 PVC 600 ft �� 1 11-07-11 100%DD SET � 1.5 inch SCH40 MAIN LINE 120 ft 1.5 2 12-02-11 60%CD SET 4-inch CLASS 200 SLEEVE 100 ft L _ _— — 3 2-15-12 BID SET � 4 4-06-12 100%CD'S 0 _ �:'� � INSTALL NEW IRRIGATION ZONE 3/4" DRIP TUBING 700 ft Received ,.�. VALVE, "COORDINATE WITH OWNER OF TREE TOPS FOR LOCATION sy�ynnecampdeuats:5oam,,4p �,20�2 �� OF CONTROLLER AND EXISTING T(JMNN UF VAlL MAIN LINE" � � U � D R A W I N G T I T L E : � EMP ASSU M ES AL� P 0 N T OF CON N ECT ON S H AVE A I RRI GATION M N M U M 0� 60 PS N OT TO EXCEED 80 PS APPLICATION DYANM C PRESSURE AVA LABLE. D R A W I N G N 0 : GRAPHIC SCALE E M P o �0 20 �o Western Heritage C�nsulting & Engineering � 307.315.8054 PO BOX 2117 I 101 SCALE�1'= ��' ryan@westernhce.com Mills,WY 82644 __ -_- � � ------------------- -------------------------------------- 1 � I ' ��/// ��//// i�/// rn � % -- RELOCATE EXISTING IRRIGATION � . � vr � CONTROLLER, EXTEND ZONE WIRES ,,,� ,,,� I � r �`-� AND RECONNECT ALL ZONES NOT � i \ BEING REPLACED OR PERMANENTLY rn i i �� REMOVED. CONNECT NEW ZONE WIRES. � 11 � ' D � i ; CONNECT TO BACKFLOW AND MASTER VALVE, � � SEE MECHANICAL SHEETS � � ;� � � � i � i � ABANDON EXISTING IRRIGATION SYSTEM, � � � °�� REMOVE APPLICATION DEVICES, ABANDON j i � a ' __ ----- UNDERGROUND PIPING IN PLACE. UTILIZE SLEEVES ��'+�.�� ;- � BETWEEN PLANTING BEDS. � �"�� 'l` M P � i `��.�� i i INSTALL NEW IRRIGATION PER DESIGN, FIELD ADJUST � �� TO PROVIDE FULL COVERAGE FOR DRIP SYSTEM. � � �'"��.��' ( ; I I a (� ��: � � � � � i _ , I I �� ',,1r ;; 7– — - —r; "'j..� � � � � \ r`�1 ;'; �� I I ,,� V� L� �.� I �_ f�w �� i — — J I �"�� _ I �� . .. � �� APPROXIMATE LOCATION OF i ii � NEW RPA, MASTER VALVE I � I UTILIZE EXISTING WALL PENETRATION DEPT.OF PUBLIC WORKS � � � & FLOW METER SEE CIVIL PLAN. OR COORDINATE NEW WALL PENETRATION j i � CONTROLLER WALL MOUNT I I Dri WITH OWNER I ' � 1309 ELKHORN DRIVE i i � 3�4�� t:974.479.2158 I VAIL,C 81632 i i � ��;•.�.•,�.�.•,•�.� `� I . � i � � �' I � \ � I �\ ENGINEER 34510 U.S.6 UNIT A-9 � ABANDON EXISTING IRRIGATION SYSTEM, � j � � \ \ REMOVE APPLICATION DEVICES, ABANDON EDWARDS,CO 81632 j � � I I � � \� UNDERGROUND PIPING IN PLACE. UTILIZE SLEEVES t:970.926.3373 � i � I I \�\ �� BETWEEN PLANTING BEDS. LANDSCAPE MARY HART DESIGN LLC i i � I � ,\, �\\ INSTALL NEW IRRIGATION PER DESIGN, FIELD ADJUST ARCHITECT POBOX8258 TO PROVIDE FULL COVERAGE FOR DRIP SYSTEM. i i � I ��\�� BRECKENRIDGE,C080424 ii � l� � \ ---- t:970.453.5878 I �', i � � � �� ARCHITECT 4240 ARCHITECTURE INC i i � I I � ��\ 3507 RINGSBY CT, STE 117 i i � - , � D E N V E R,C O 8 0 2 1 6 i i � � j i .:•.�. � 4 ' I I I ��r , � 1 1/ �r�� t:303.292.3388 �'� M E P B E A U D I N G A N Z E C O N S.E N G. .:..:.� I � � � �- I • ENGINEER 110 E.BEAVER CRK BLVD. CONNECT TO EXISTING CURB STOP I� STE 202 INSTALL NEW 1-1 2" COPPER � � ` I N U M AVON,C081620 , _ DON� SERVICE LINE TO BACK FLOW I I I �ON t:970.949.6108 CONNECTION SEE CIVIL PLAN. STRUCTURAL ENGINEERING DESIGNWORKS �" 5 I I I ENGINEER 1169 HILLTOP PKWY � STE 206A � � �I � I I � STEAMBOAT,CO 80487 � i r �� ° ' t:970.846.7970 � i i I' I I IRRIGATION WESTERN HERITAGE �� I - DESI�NER CONSULTING&ENG � i � �.. I � � � 1812 POP-UPS I � 8 _ MILLS,WY 82644 ' ' P. .B X 2117 I � � �� _ t:307.315.8054 i � _ ' i � � i � — — — — — — — 1' 2.0 i t __ � � `` _ _ — — � _ _ _ � — 3/4" ,�.. I � _ — — I � � — — — �I � � _ _ — ABANDON EXISTING IRRIGATION SYSTEM, Estimated Quantity Takeoff Concert Nall Piaza � � � REMOVE APPLICATION DEVICES, ABANDON Description Quantity Units UNDERGROUND PIPING IN PLACE. UTILIZE SLEEVES � Q� i! � g BETWEEN PLANTING BEDS. eF � � � � Rain Bird 1800-5H MPR Nozzle 10 ea. G- !� INSTALL NEW IRRIGATION PER DESIGN, FIELD ADJUST 0 O � i i � o � TO PROVIDE FULL COVERAGE FOR DRIP SYSTEM. Rain Bird 1800-5Q MPR Nozzle 9 ea. � '�"'' U i i �^ � � N / y � � UTILIZE EXISTING WALL PENETRATION Rain Bird 1812 SAM PRS POP-UP BODY 19 ea. v, � � i i - ��,' OR COORDINATE NEW WALL PENETRATION � � U� O � � � !�`� �� ! WITH OWNER � i �!' ' � � � �.j Riser 1 GPM 6 ea. .� i i � � � � � - �� 1812 POP-UPS Q� � � �(� i � ' Rain Bird Xerigation Cantrol Zone XCZ-100 3 ea. � �„� � -F+ � / / f L� i� i � �� ;` � Rain Bird 100PEB-1" Control Valve 1 ea. � — N � — i i � � i I ��' Point-of-Connection 1 ea. �P , , U � � cr� � , � � > � � � ��/ , Rain Bird Quick Coupler Valve#44LRC 2 ea. � � (U � / � � �,; �� l i i � � � 0 � i i �� o �� 1 inch Class 200 PVC 300 ft � T L � _` � , , 1.5 � � p i � i i /" e_�,. 1.5 i n c h S C H 4 0 P V C M A I N L I N E 8 0 f t i � � % i i � APPROXIMATE AREA / i c 4-inch CL 200 PVC SLEEVE 220 ft �� ; � OF REFURBISHMENT � L — � O � %` � � � 3/4 Drip Tubing 600 ft � V i i � a_ �L }� � i i � O i � i � �� WALL PENETRATION " BID SEPARATE PER EA." 3 ea. L _ � ('a U / / w i 24,p�, i CURB STOP,RPA BACKFLOW,MASTER VALVE&CAGE 1 ea. NOO i i � �; i ` � ��: � �� LOW VOLTAGE JUNCTION BOX 1 ea. i %�/ IRRIGATION CONTROLLER EXISTINING RELOCATE R E V I S I O N S � i'� C � c -= N0. � b T`�f ' � ,' �� I T..� � i i,;�►ds �. � REFURBISHED AREA{APPROXIMATE) 350 SQ FT 1 11-07-11 100%DD SET Ros 2 12-fl2-11 60%CD SET / �- � , � 3 2-15-12 BID SET ; � .- NTAN , � - Mp �j' � 4 4-06-12 10d%CD'S �, , IUMS N oMiN REPLACE DISTURBED SPRINKLERS AND CO■ �D Received LATERALS WITH NEW EQUIPMENT. A S S U M E S A L L P 0 N T 0 � C 0 N N E C T 0 N S H A VE A ��!I�' n �IA1 REPLACE WITH SAME MODEL AND TOYYlY UF Yfi11� BYLynneCampbellat9:50am,Apr1 , o�z SIZE. FIELD FIT TO NEW AREA, M N M U M 0 F 6 0 P S N 0 T TO E X C E E D 8 0 P S l NO LATERAL PIPING SHALL REMAIN � UNDER NEW HARD SCAPE. D YA N M C P R E S S U R E A VA L A B L E. D R A W I N G T I T L E : � CHP � GRAPHIC SCALE I R R I GAT I 0 N o � ° ,° 20 �° APPLICATION SCALE�1"= 10' D R A W I N G N 0 : Western Heritage CHP nr � C�nsulting & Engineering �_ � 307.315.8054 PO BOX 2117 O O ryan@westernhce.com Mills,WY 82644 NOTE, CLEFlN FILL ONLY REMOVE ROCK AND DEBRIS EACH RISER NAS A MAXIMUM RATING OF 10 GPM=600 GPH FROM TRENCH AND FlLL BEFORE BACK FILLWG. WITCH IS EQUAL TO 600 XB-�0 DRIP EMBITfERS.TUBING TREE MINIMUM DEPTH LENGTHS TO BE LIMITED TO 300'IN EACH DIRECTION WET DOWN TRENCHES TO AID IN COMPACTION 18�� MI N 3��AND SMALLER DURING BACK F�LL PROM RISER LOCATION.NPICAL INSTALLATION INCLUDES DRIP ZONE � , � \ 3-4 EA.2-0 GPH EMITTER PER TREE Z4�� M I N 4�� 2 EA.0.5 GPH EMITTER PER SHRUB / � GRADE SURFACE �S PER OTHERS GRADE , , a FINISHED GRQDE 1 EA.0.5 GPH EMI7TER PER PERENNIAL. � � � i � TNESE QUANTITY MAY NEED TO BE ADJUSTED FOR SPECIFIC PIANT � / �� , : • . .. •� . . / �e.•�.' ; . . — , , , �\ TYPES,COORDWATE WITH PLANT SUPPLIER FOR WATER REQUIREMENTS. /. //. �/. / ��•� "� ,;..•i,. . •�s //. //. �/. � �\//\ /\/ •��• • \ /\ /\// \// /\��\ - - — `\ `\ ARI 2"3"MULCH LAYER TO COVER TUBING AND EMITTERS AIN BIRD XB..DRIP EMITTER � / ' ; ` : :. �� - "NETAFIM _o� /' / ,\\ \ �1 / . \ \ / BACKFILL 3"DIA,MINUS '�� " � '.o' " �.'e•..y .. /\/ /�— � �,—AIR VENT IF�l4"TUBING IS USED LOCATE EMITTER AT PL�NT FOR .. , . �. . % EARTHEN MATERIAL �' •' '' ' �' �'• BACKFlII � . , 1l4"DRIP TUBING WITH � .,• .6,•. • y y • �� EASE OF IDENTIFICFlTION.USE TS-025 TUBING STAKES TO FABRIC STAPLE � •� � •• •• ' 3"DIA.MINUS ' ; —� �/ \ TUBING STAKE AND COMPACTED GREATER OR EQUAL / . „ • � '�', •��/ / • •►••'• ••e,`'. . . / \\/ _ \\ 24�� \ STANDARD VAWE BOX ANCHOR tl4"TUBING IN PLACE \ XERI BUG EMITTER I I I 1 I TO HOLD PIPE INPIACE ROAD BASE /, I TOSURROUNDINGMATERIAL �'�•� •�`o� .•'P � ,' � . •• � � �a // _ //\ � WIEXTENTION I • ��. • .` �.'.�• • . SLEEVE � ONE ON DISCHARGE END . (95%PROCTOR) . •' �' ` ." '�: � .�• . BFlMINUS EARTNEN M�TERIA "•� •.• �p•,t fOR PIPE SPEC /� �l4"DRIP TUBING o , � . . / �.�. . � ,' �' � - DRIPZ ... ' ' p,. . . ,. . . ; • � L I ;. i.J ....•,: �• ..; . / 24" — —� ' \� 1 BRASS BALL VAWE �� TB-170 BARBED COUPLING \ \ PE ` I OR 3l4"SCREENED GRAVEL • SIZES UP TO 3" / HARCO DI SE VIC� D lE / 3l4"INSERT MALE ADAPTER o \ � � #10 GA TRACER WIRE ' p � i-•�=—�--- - --=x--`'-� . � \�� \ �� \ . /� �d cP° FIGURE"8"ENDCLAMP 1 � TAPED TO TOP OF P�PE COMPACTED GREATER OR EQUAL i � ?4 � / /\ � / IF NO ZONE WIRES I TO SURROUNDING MATERIAL #10 GA TRACER WIRE --�%� `I � — \ #�0 GA TRACER WIRE _ � $ q� R� ,✓ / / (98%PROCTOR) TAPED TO TOP OF PIPE � i / TAPED TO PIPE eV(;M�tN LWE � �o / LATERAL LWES — \/�� \ � � \ � � . q If NO 20NE WIRES � \ ��.� � \� BACK FILL 3"BETWEEN PIPES // �— i � o� / � /' ZONE WIRES APPX.3" i ,_ I n PROM MAIN LINE ZONE WIRES IN � � ' _______.__'- 3/4"Wl1SNED � / \� \i \i � 6"3/4 GRAVEL — e �` �. AND 3"BEDDING MW _�..�_ -� _ _� WIRE SLEEVE �! __� SCREENED GRAVEI ��\ ��\ i�\ ��\ ��\ J 9" 0" . -� � '' � � SPECIFIED / / / / / . I ON PROFILE AIR VENT AT HIGH POINT \/ � � �� j\ �'��1,r;.�. /�i'_�/ I I �/ NTS �„x3/4"SLIPx ��\\\ — \\\ � . s°oF�oose uNCOMancTe� s�EEVE —`3•�� \ LATERAL TRENCH RECOMMENDATION FiPrso^e�eow �� i � / SUPPLY LINE SUB GRF�DE I �i//i�//i`//i`/� BACK FILL/COMPACTION&TRENCH DEPTH SLIP TEE / / NETAFIM TECH LINE 0.6GPN x 72"TUBING SPACER BLOCK r ��\\ — — �/\ 'll2"PVC RISER FiueN�soFS�Eeves `� PER ENGINEER,AUTHORITYOROWNER. � � i N �j = '-- — / DRIP20NE y r r WITH 6 INCH OF NON � / / \/ � `` ... � r SNRINK GROUT '�'.i t . I 1�'� V � . �L' I �_ w TURF/SHRUB/ PLANTER AREA ROAD/DRIVE PIPE SLEEVE COMMERCIAL RISER FOR XERIGATION\'�\ / ��\\/�\\/��j \ � � TYPICAL MAINLINE TRENCH SECTION FoRnsPHn�T,coNCReTEnN�orHeRHnR� ��' ` NTS SCAPE SURFACES INSTALL MAIN LWE&SIEEVES � DEPT.OF PUBLIC WORKS � 1309 ELKHORN DRIVE VAIL,CO 81632 ORIP 20NE NOZZLE AS PER LEGEND � NETAFIM TECNLINE t:974.479.2158 �� o 0 2"-3"BURY DEPTN SPX-'100 SWING PIPE 6"VA�VE BOX p � o� (CUT TO LENGTH 2'-5'MAX.) FINISHED GRAOE RAIN BIRD EAGLE 700 or75 � � ENGINEER 34510 U.S.6 UNIT A-9 `0 °o�o FIGURE"8"END CLAMP SPX-'100 SWING PIPE �c�� / EDWARDS,CO 81632 (CUT TO LENGTH 2'-5'MNC) — ?"INSERT MALE ADAPTER � � �� .`� ��j� � OTOR � � � � � r r /� �/i� — o - - - � t:970.926.3373 SBE-050 SWING '/ �\//\//\/\ \ / //\// \/ / ////////// / — � /\ /�� - � ?"X 3 l 4"P V C C O M B O T E E SBE-050 SWING BARB ELBOW \/ �� i BARB ELBOW 1 \/ \ /\/ / � �\\/ \ �\ \\ \\ RAIN BIRD DRC \ � �j / ARCHITECT PO BOX HZSH � \ \\ /\/ /� \ PVC LATERAI LWE ?"PVC SWING JOINT / // // /\// - C.�UICK COUPLER `� \�\\ — �/\\ BRECKENRIDGE,CO 80424 ; ANGLE MUST BE BETWEEN \ � \ \ �I \ \ / ROTOR 15°-45'OF INCLINE 1"x 3/4"SLIP x �`� � SBE-075 SWING BARB ELBOW \�/�� /\ �j� t:970.453.5878 � � . � i FIPT 90°ELBOW i°xv2°coMSOSO°ELBOW ROTOR ON SW�NG JOINT �• /. � / PvcauicKCOUa�eR �i PVC SLIP BUSHING �� (END OF LINE ATTACHMENT) X tl2"PVC COMBO TEE VC SIIP BUSNING SBE-050 SWING BARB ELBOW —� S�IP TEE _ _ (TYPICAL LINE REDUCTION) FLOWS GREATER THAN 5 GPM SWING JOWT / � _ t�/ � ?"X il2"PVC COMBO TEE (IN LINE ATTACHMENT) (TYPICAL LWE REDUCTION) 1"X V2"COMBO 90°ELBOW 12"36"REBAR LA RAL I / — � � (IN LME ATTACHMENT) ROTOR ON SWING PIPE (END OF LINE ATTACHMENT) PVC L�TERAL UNE 7^pVC SWING JOINT (SUPPUED BYOTHERS) \, \\\\\\ \\� 3507 RWGSBY CT, STE 117 FLOWS LESS THAN 5 GPM RAIN BIRD 1800 ON SWING PIPE nN��e Musr ee se-rweeN MAiN uNE Pvc TEE COMMERCIAL RISER FOR XERIGATION � / �j // /��j DENVER,CO 8Q216 15°�45°OF INCLWE ��' t:303.292.3388 RAIN BIRD EAGLE 700/750 ON SWING JOINT QUICK COUPLER ON SWING JOINT MEP BEAUDIN GANZE CONS.ENG. ENGINEER 110 E.BEAVER CRK BLVD. STE 202 AVON,CO 81620 t:970.949.6148 STRUCTURAL ENGINEERING DESIGNWORKS MOUNT BOXES PER MFG.WSTRUCTIONS UNISTRUT fRAME FOR REMOTE CONTROLLER JUMBO VAWE BOX ENGINEER 1169 HILLTOP PKWY ?"X 4"NIPPLE LOCAT�ON MOUNT SO BOTTOM OF WITH EXTENSION& STE 246A J IJMBO V�LVE BOX CONTROLLER IS 4 FT OFF OP CONCRETE PAD BRASS BAL� BROWN LID WITH EXTENSION SECURE UNISTRUT vAwE � STEAMBOAT,CO HO4H7 � ' . _ FRAME TO CONCRETE WALL.MOUNT �^ _ _ I N.MULCHED SHRUB BED � ?j'B�SS BALL VAWE // �/ X 4"PVC T.O.E.NIPPLE SEE CONTROL ER CONTROII.ER IN SS STRONG BOX SB-16SSW ' t.97O.H�IB.797O � / DIRECTIONS F i �„ i , O IN INDOOR OR PUBLIC ACCESS LOCATION ---.,, ,,-� �. SCH 40 PVC UNION SLIP �2�- PROPER WIRt G, ' ' � \ \ \ ��/� ' � � � � �� / IRRIGATION WESTERN HERITAGE � �� \\/ � ' GROUNDCON ROLLER f \ //\ � /� \ /� DESIGNER CONSULTING&ENG ?"PVC TOE NIPPLE ---�i� ?"SCH40PVCPIPE 18"44" NSTRUCTION URER � WIRETERMINALJUNCTION \� \�\ �\ �� /, � � � � / P.O.BOX 2117 ?°scH ao avc ao � � � � -�� BOX � (", � � ELBO � .-„�_,� If SWING PIPE IS USED � � � � FOR CONTROLLERS GREATER THAN 12 � %\� �/\\/� \ MILLS,WY IIZE�} �� + ZONES AND RUNS GREATER THAN 250' � 720I240 VOLT � � I I �' ; '� � �� t:307.315.8054 ?"X 6"PVC T.O.E � � � � RUN�8 GAUGE FROM CONTROLLER TO �- ..� ..ii ii iii ��.�af�}�_�_ BY OTHERS JUNCTION BOX AND 14 GAUGE FROM BOX TO .NIPPL ?"X?"PVC SLIP BUSHING IF SWING JOWTS ARE USED I I � � i i I I SYSTEM. �' � � �� ` ' � PVC COMBO TEE SEPER�TE COLORED CONTROL ' \\ \\ \` \` \` \` \` \` \` \` \ ON MAINLIN RAIN BIRD PESBIPEB �� 2"CONDUIT WIRE TO EACN /\/ //\//\// /\//\//\//\//\//\/ ?"PVC SLIP COUPLING �� I I � ZONE VAWE COMMON WIRE IN I� SERIES TO ALl VAIVES(WHITE) RAIN BIRD PESB/PEB ELECTRIC VALVE WITH GATE c�n-vn� ?"SCH 40 PVC UNION SLIP I I � � I I �� . —� FLOW MASTER V�WE TO SYSTEM VALVE AND UNION I I � � � � I I 2"CONOUIT NORMALLYOPEN �� I I �� (2"#136-DG-0IAKC) fEBC0825YA �� FLOOR �� MASTER VALVE �� i i � �� GUARDSHACK ENCIOSURE � � � � I I i i � � I I GS3.3 OR EQUAL O ��''( I I I I I I I I 2"SWEEP � �"x CL"BRASS NIPPLE }J `v � :. ��' �� 6,G_I,:� ;'�°".' �� CONDUIT BRASS TEE wl PWG �{/�� '�.:I� a.I.I4., a ELBOW �/ / /A �J I I ?" x 6" BRASS NIPPLE }j � 1 v ZONE WIRE WILKINS 600 PRV '^ � � O U LS BRASS PLUG OPTIONAI.MASTER VALVE V J � '-' � POWER AND CONTROL�PROPOSED LAYOUT ?"x 6"BR4SS NIPPLE ALL HIGH VOLTAGE CONNECTIONS TO BE eRa,ss rEE � O TO LOCAL CODE AND INSTALLED BY ?° x i2" BRASS NIPPLE a°s�eEVe � }+ L ' LICENSED ELECTRICIAN w /� /�� STANDl1R0 VALVE BOX BRASS COUPLING � BRASS COUPIING � �/ � � t V / �i •� . � a . � .. .� � 39"N-70310 ROD .. d :- '- .o � � U � �J �\�� .�/��i\\�:�\�; ��/\�j\�j/\� �j\\ \/� \ �` �' N � _ 3l4"FEMALE CAP � � � U � �RS , ///� //`// ?"x 24"BRASS NIPPIE ' / \ ?°x 24"BR�SS NIPPIE DESIGN NOTES � ��\,��\,��\, � � � � ■ I I 1"x 3/4"SLIP MAI.E ADAPTER 1. MARY HART DESIGN HAVE PROV�DED ALL BASE AND PLANTING INFORMATION. ANY DISCREPANCIES BETWEEN THE CIVIL, UTILITY, OR LANDSCAPING PLANS AND THESE IRRIGATION PLANS SHALL BE REPORTED BY CONTRACTOR TO PVCSLIP BRASS90°EIBOW � � O 90 ELBOW ?"x 4"PVC T.O.E.NIPPLE � � 0 � OWNER OR OWNER'S REPRESENTATIVE. CONTRACTOR ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH ANY FIELD CHANGES TO THE SYSTEM DESIGN THAT ARE MADE WITHOUT WRII-fEN CONSENT OF WESTERN HERITAGE PVCCOUPLING � _ � � wl BUSHING O CONSULTANTS & ENGINEERING (WHCE} AND/OR OWNER. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. ,"S�H4oP�PE BRASS90'ELBOW � i � � TO RPA BACKfLOW ---� FROM TAP MAIN LINE TO V�WES ---� O � 2. ALL EQUIPMENT AND MATERIALS MUST BE INSTALLED WITHIN PROPERTY LIMITS, EASEMENTS, AND LANDSCAPED AREAS UNLESS OTHERWISE SPECIFICALLY NOTED. EQUIPMENT AND MATERIALS SHOWN OUTSIDE OF THESE LIMITS ARE 3"PVCSLEEVE U PVC COUPUNG � ?"x 4"PVC T.O.E.NIPPIE PVC BUSHING }, � PVC SLIP BUSHING � O I L . ?"x 4"PVC T.O.E NIPPLE 3. FOR CURRENT AND PROPOSED UTIUTIES AND SITE WORK, CONTRACTOR SHALL REFER TO CURRENT CIVIL ENGINEERING PLAN. THE LOCATION OF TNESE FEATURES SHALL BE COORDINATED WITH THE PLACEMENT OF ALL PUMPING '°x,"P��S��PTEE VC PIPE � U PVC SLIP SYSTEM COMPONENTS. H-,o283 Bwass o so°ELBOW 1"-2" FEBCO 825YA RPA ASSEMBLY CURB STOP METER AND METER CONNECTION BYOTNERS --� INSTALL RPA W ITH BRASS OR SWEAT COPPER 4. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL INSTALL ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS. FOLLOW THE SCHEDULE IN THE SPECIFICATIONS WHERE SLEEVES ARE SHOWN BUT NOT LABELED. ALL MAINLINE a°SLEEVE THROUGH CONCRETE 1"-2"CURB STOP&BLOWOUT ON 12"MINIMUM DISTANCE FROM BOTTOM OF RPA CONTROL WIRES AND DRIP LINES CROSSING ANY PAVED OR HARD SURFACE SHALL BE INSTALLED IN SEPARATE SLEEVES. SLEEVING INSTALLATION SHALL BE COORDINATED TO BE INSTALLED BEFORE PAVING IS PLACED.COORDINATE MqiN�iNE TO FINISHED GRADE,5 FTMINIMUM DISTANCE FROM METER WITH CIVIL CONSTRUCTION. REVis � oNs 5. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE PLANS AND DETAILS. ANY SUBSTITUTIONS OF EQUIPMENT MUST HAVE PRIOR WRITfEN APPROVAL BY(WHCE)AND/OR OWNER. IF EQUIPMENT IS NO. SUBSTITUTED WITHOUT PRIOR WRITTEN APPROVAL,THE CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE THE EQUIPMENT AT HIS OWN COST IF SO DIRECTED BY(WHCE)AND/OR OWNER. 1 11-07-11 100%DD SET 2 12-02-11 60%CD SET 3 2-15-12 BID SET 6. SYSTEM DESIGNED TO OPERATE FROM SOURCE WITH A FLOW OF 18 GALLONS PER MINUTE(GPM)AT 60-80 POUNDS PER SQUARE INCH ATTHE POINT OF CONNECTION. UNLESS OTHERWISE NOTED ON PLANS,SOURCE FLOW AND 4 4-06-12 100%CD'S WIRE PATH SHALL BE PRESSURE ARE THE RESPONSIBILITY OF OTHERS. �ooPE� uP iNTO va�vE aox WITH ENOUGH WIRE TO EXTEND 2FT MIN OUT OF VALVE BOX � FINISHED GRADE 7. ALL WORK SHALL BE PER EXISTING LOCAL, COUNTY, OR STATE CODE AND IS SUBJECT TO INSPECTION AND APPROVAL BY APPROPRIATE INSPECTORS AND OWNER'S REPRESENTATIVE. Received 6° STD EXTENSIONS � "` � T�W� �F �JA f C � By Lynne Campbell at 9:50 am,Apr 11,201 8. ALL PIPE SHOULD BE SLEEVED WHEREVER CONCRETE OR HARD SURFACE PAVING ISTO BE OVERLAID. �YR-3M wiRE coNNECTOR ' � ` I I 11 _� � i �= 9. SWING PIPE IS RECOMMENDED ON ALL SPRINKLERS UNDER 5 GPM WITN A LENGTH OF 2 FEET TO 5 FEET. SWING JOINTS SHOULD BE USED ON NIGHER FLOWS. sT� v,a�vE Box �� I��;' j ��Y I ,, � � � , i � 10. THIS IS A SINGLE LINE DRAWING FOR CLARITY AND MULTIPLE PIPES CAN BE PLACED IN THE SAME TRENCH. I� - ` /� � \� 11. PIPE SIZE IS LABELED ATTRANSITION. D R A W I N G MAIN LINE T I T L E : 12. IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT RECOMMENDED PRESSURE FOR THE SPRINKLER HEADS AFTER THE VALVE. wiRE�uNCTioN Box NTS 13. DESIGN IS BASED ON APPLYING 2.1 INCHES PER WEEK. I R R I GAT I 0 N 14. ZONE SCHEDULE AND WATERING TIMES ARE BASED ON 100% ET. WEATHER CONDITIONS MAY VARY AND THE ZONE RUN TIMES MAY NEED TO BE ADJUSTED. THE ZONE SCHEDULE DOES NOTTAKE 1NT0 ACCOUNT SOILTYPES AND INFILTRATION RATE. SOIL ABSORPTION RATES IN THIS AREA MAY BE LOW ENOUGH TO REQUIRE MULTIPLE STARTTIMESTO APPLY WATER WITHOUT RUNOFF, I.E.WASTING WATER. D ETA I LS 15. QUICK COUPLER VALVES TO BE FIELD LOCATED BY OWNER REPRESENTATIVE. RECOMMEND ONE EVERY 200 LF ON MAIN LINE. 16. WELLS SHOULD BE PLACED AROUND PLANTINGS FOR IRRIGATION PURPOSES. D R A W I N G 17. DRIP SYSTEM EXACT FLOW CONFIGURATION MAY NEED TO BE ADJUSTED BASED ON WATER REQUIREMENTS FROM PLANT SUPPLIER. AS PLANTS BECOME MORE ESTABLISHED, FLOWS AND RUN TIMES MAY NEEDTO BE READJUSTED. N O : 18. DUE TO LOW WATER REQUIREMENT OF PLANT, NATIVE PLANTS SHOULD BE PLACED ON SEPARATE ZONES. E M P C H P Western Heritage 19. INLINE DRIP TUBING DESIGN FOR ANNUAL OR PERENNIAL BED AREAS. ON A 12"x 18"ROW SPACING WITH .4GPH EMISSION DEVICES. n * �' n X . C�nsulting & Engineering I— 2 1 20. ALL PIPES CAN BE RELOCATED TO AVOID UNFORESEEN OBJECTS. 307.315.so54 Po aox 211� O ryan@westernhce.com Mills,WY 82644