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HomeMy WebLinkAboutB11-0163 PlansE GENERAL NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING HOLY CROSS LOCATIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR MUST REMOVE ALL EQUIPMENT AND SUPPLIES FROM SITE AT THE END OF EACH WORKING DAY. 3. SEE SPECIAL CONDITIONS (SECTION 01060) FOR CDOT —ROW REQUIREMENTS. 4. SUBMIT PROPOSED PROTECTION METHOD FOR ALL UTILITY INSTALLATIONS TO ENGINEER FOR APPROVAL. I� W — P F, 823767 1 T T cc C low 3 CJ H L L= u 2 1 3 1 4 1 5 1 6 KEY NOTES: O1 PROTECT UNDERGROUND ELECTRICAL DUCTBANK IN SEE WATER VALVE AND STORMWATER ACCORDANCE WITH CDOT REQUIREMENTS. MANHOLE PLAN SHEET 1OC102 O2 PROTECT NEW WATERLINE INSTALLATIONS IN ACCORDANCE WITH CDOT REQUIREMENTS. (j )PROPOSED ROUTING IS APPROXIMATE. DUCT BANK SHALL BE ROUTED TO AVOID INTERFERENCES WITH EXISTING UTILITIES. PROVIDE HANDHOLES AS REQUIRED. A 100103 I SEE TRANSFORMERS SITE PLAN, SHEET 1OC102 D C�C�L�OM� D JUN 14 2011 TOWN OF VAtL HDR EnpinrMp, Yrt. PROJECT MANAGER SARAH C. C STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL I R. ANDREW ECHANICAL B. ALLERHEILIGEN iLECTRICAL K. BUECHLER DRAWN BY R. NELSON T NUMBER 000000000092383 LOCATION OF NEW UTILITY BOX VICINITY MAN SCALE: 1" =150' Aw Vail, Colorado Ground Water utility Box Rule Site Plan Improvements 0 1" 2" FILENAME 10C101.dwg SCALE 1 1 " =20' 2010 7 8 r� W IN 82 }5.02 T T - T T 1 2 3 4 5 7 F STORM MANHOLE RIM ELEV.= 8250.0' (N) IN 24 "CMP INV.= 8245.8' (S) OUT 24 "CMP INV.= 8245.6' STORM INLET GRATE ELEV.= 8241.8' (N) IN 24 "CMP INV.= 8239.1' (S) OUT 24 "CMP INV.= 8239.2' E E E E E W W —�— ` 824316 W 68 WATERLINE LOCATED BY SITEWISE HDR E�gM�srLq. M. PROJECT MANAG STRUCTURAL P SARAH C. CLARK J. BLACK J. MITCHELL MECHANICAL B. ALLERHEILIGEN ELECTRICAL K. BUECHLER DRAWN BY R. NELSON PROJECT NUMBER 1000000000092383 I ` 8242.87 N N KEY NOTES: O CONTRACTOR SHALL COORDINATE ALL WORK WITH HOLY CROSS. SEE SECTION 16010 FOR DIVISION OF WORK. EDGE OF ASPHALT 2O OVERLAY FULL WIDTH OF THE ROAD FOR THE AND GUARDRAIL ENTIRE LENGTH OF THE DISTURBANCE. O3 TWO 4" CONDUITS FOR PRIMARY SERVICE. 4O SEE SHEET 10EI01 FOR CIRCUIT REQUIREMENTS. STORM MANHOLE 0 0 GUARDRI DETAIL `. 37.5' NFT� W � . W � W � - -W —W — —_E E._...__..._ 4TV \ STORM MANHOLE RIM ELEV.= 8229.3' (N) 10 INV.= 8217.1' (S) 10 "STEEL NV­ 8217.3' V CATV / ,Oa TV Cq TV C q;' CA JUN 14 2011 TOWN OF VAiL SITE PLAN — WATER VALVE AND STORMWATER MANHOLE 1 = 10 Vail, Colorado r BARRIER LINE (75) -, BARRIER LINE (80') c O vrcrvry ' uc�nwrarvn nvry CLUMNS O STORM WATER MANHOLE T 8236.84 i t 2 T� T — T — Ground Water Rule Improvements 2010 Utility Box Site Plan /Details 0 i" 2' FILENAME tOC102.dwg SCALE I AS NOTED B 4 SITE PLAN — TRANSFORMERS — 7 = 10 1 I 2 1 3 1 4 I 5 I 6 I 7 I 8 D C B �\ GENERAL NOTES: PROFILE / ^ 1. ALL NEW UTILITY INSTALLATIONS MUST MEET COOT REQUIREMENTS FOR DEPTH OF COVER. ,- = 5' ,OC1O7 i LAX HOR Englnw,hp, Y,c PROJECT MANAGER SARAH C. CLARK STRUCTURAL P.E. J BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.OUIGLEY /S.BODTI MECHANICAL B. ALLERHEILIGEN ELECTRICAL K. BUECHLER DRAWN BY R. NELSON PROJECT NUMBER 1000000000092 38 D EcIE 0y[ JUN 14 2011 TOWN OF VAIL Ground Water utility sox Rule Site Work Profiles Improvements 0 1 2• FILENAME 1OC301.dwg SHEET Vail, Colorado 2010 SCALE 1• =5• 10C301 IA 1 2 3 4 PROVIDE ANTENNA MOUNTING KIT FOR MOUNTING TO CONTROL PANEL. HEIGHT SHALL BE AS REQUIRED PER RADIO SITE SURVEY CLOSURE \ DOORS WIDE i PTH) SLOPE 3 "CLR R PE FT R FT oZ a 7 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE WITH ENCLOSURE MANUFACTURER FOR ALL EQUIPMENT AND PIPE SUPPORTS. 8" #5 012 CONCRETE SLAB, EACH SEE PLAN I r I il�L WAY EACH FACE 2 - #6 TOP & BOT, W/ 1 0 CORNER BARS MIN LIMITS OF GRANULAR MATERIAL COMPACTED #4 STIRRUPS GRANULAR MATERIAL ® 12 MAX EQUIPMENT PAD SECTION n NTS iDD101 8 D C DETAIL — WEST SIDE OF THE ENCLOSURE n COLUMN DETAIL n SCALE: 1 1/2' =1' -0" - _ SCALE: 3' =1' -0" 11COMMIN.vME „, JUN I I NDR EnylMeMg, Yc SLOPE WALL AS A PROJECT MANAGER SARAH C. CLARK Ground Water Rule Improvements Vail Colorado 20'10 REQUIRED FOR tOD101 STRUCTURAL P.E. J. BLACK GRADE (TYP) STRUCTURAL DESIGN J. MITCHELL RD 6" PER EQUIPMENT FRAME SIZE R. ANDREW PROCESS z MIN MECHANICAL B. ALLERHEILIGEN ELECTRICAL K. BUECHLER 0 1^ 2^ FlLENAME 10D101.dwg 8 0 N ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON ISSUE DATE NULAR PROJECT NUMBER 000000000092383 SCALE AS NOTED I B SON N 10' THICK CONCRETE SLAB REINFORCE I I I WITH /5 ®12" EACH WAY TOP AND BOTTOM II WITH STD HOOKS AT EACH END. I � a I I I I I I EVE o W I II CAPS OUTLINE OF EQUIPMENT FRAME A DETAIL — WEST SIDE OF THE ENCLOSURE n COLUMN DETAIL n SCALE: 1 1/2' =1' -0" - _ SCALE: 3' =1' -0" 11COMMIN.vME „, JUN I I NDR EnylMeMg, Yc PROJECT MANAGER SARAH C. CLARK Ground Water Rule Improvements Vail Colorado 20'10 �tt Im v r VAIL Process Plan STRUCTURAL P.E. J. BLACK STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW PROCESS T.QUIGLEY /S.BODTKER MECHANICAL B. ALLERHEILIGEN ELECTRICAL K. BUECHLER 0 1^ 2^ FlLENAME 10D101.dwg SHEET 10D101 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY R. NELSON ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 SCALE AS NOTED . 3 r 2 4 5 6 7 8 1 208 /120VAC, 1- PHASE, 3 -WIRE 60HZ FROM UTILITY TSL -W —t - - - - HEATER - WEST 5A TSH -W FAN SUPPLY FAN -WEST 10A UNINTERRUPTIBLE POWER SUPPLY 120VAC /500VA p © O POLYPHASER PROTECTOR FROM UTILITY lam./ UTILITY TRANSFORMER ,- 3/2/0, 2'C — 3 #2/0, 2'C UTILITY BOX EAST SIDE SERVICE ENTRANCE RATED CIRCUIT BREAKER 208/12OV, 1- PHASE, 2 -POLE, 3W, 22KA ?/2/0, 1 #2 /OG, 2'C UTILITY BOX PARTIAL ELECTRICAL ONE —LINE MOTOROLA POWER I CPU 1 I/O MODULES AS SUPPLY REQUIRED (SEE RIGHT) RADIO , r L POWER SUPPLY N 120VAC IN + 24VDC OUT _ RESET � RESET (I _ ----------------------------- 208/120V SURGE I _ W 30A PROJECT MANAGER SARAH C. CLARK PROTECTION DEVICE SERVICE ENTRANCE RATED N G I �' n EAST DOOR ACTIVATED SWITCH O PANEL LIGHTING - EAST - - J o FLUORESCENT LIGHT COMES ON ARCHITECTURAL WHEN DOOR OPENS EAST DOOR ACTIVATED SWITCH .PROCESS T.QUIGLEY /S.BODTKER CR1 INTRUSION ALARM ELECTRICAL RELAY - EAST 0 2^ n WEST DOOR ACTIVATED SWITCH o - PA -WEST NEL LIGHTING 10/15/2010 �_ -- o- O FLUORESCENT LIGHT COMES ON DATE DESCRIPTION PROJECT NUMBER 000000000092383 WHEN DOOR OPENS NTS WES�DOOR TN ATED SWITCH INTRUSION ALARM t, RELAY - WEST TSL -E HEATER - EAST 5A \ TSH -E FAN SUPPLY FAN - EAST TSL -W —t - - - - HEATER - WEST 5A TSH -W FAN SUPPLY FAN -WEST 10A UNINTERRUPTIBLE POWER SUPPLY 120VAC /500VA p © O POLYPHASER PROTECTOR FROM UTILITY lam./ UTILITY TRANSFORMER ,- 3/2/0, 2'C — 3 #2/0, 2'C UTILITY BOX EAST SIDE SERVICE ENTRANCE RATED CIRCUIT BREAKER 208/12OV, 1- PHASE, 2 -POLE, 3W, 22KA ?/2/0, 1 #2 /OG, 2'C UTILITY BOX PARTIAL ELECTRICAL ONE —LINE MOTOROLA POWER I CPU 1 I/O MODULES AS SUPPLY REQUIRED (SEE RIGHT) RADIO , r L POWER SUPPLY N 120VAC IN + 24VDC OUT _ RESET � RESET (I _ ----------------------------- Q H I _ W 30A PROJECT MANAGER SARAH C. CLARK I SERVICE ENTRANCE RATED N G I �' CIRCUIT BREAKER I O NEMA 4X ENCLOSURE I I - - J D 30A I I II MOISTURE DETECTOR - EAST MOISTURE DETECTOR - WEST UPS RECEPTACLE TO ANTENNA D Ekl�:9 IEodE D JUN 14 eon TOWN OF VAIL HUB E "&-d"°'`" Q H I _ W 1 = W N PROJECT MANAGER SARAH C. CLARK Ground Water Rule Improvements Vail Colorado 2010 Utility Box One -Line Diagram O O O STRUCTURAL P.E. J. BLACK INSTRUMENTATION ONE —LINE STRUCTURAL DESIGN J. MITCHELL ARCHITECTURAL R. ANDREW .PROCESS T.QUIGLEY /S.BODTKER MECHANICAL B. ALLERHEILIGEN ELECTRICAL K. BUECHLER 0 2^ FILENAME 10E101.dwg SHEET 10E101 0 10/15/2010 ISSUED FOR CONSTRUCTION DRAWN BY B. REUSS ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000092383 SCALE NTS GENERAL NOTES: 1. DRAWING IS A SCHEMATIC REPRESENTATION ONLY. FINAL CONTROL PANEL CONSTRUCTION SHALL MEET NEC AND UL 508A REQUIREMENTS. KEY NOTES: O1 INSTALL AT LOCATION IN PANEL FOR PLUGGING IN ANALYZER FROM WEST PANEL. 2O MOISTURE DETECTOR SHALL BE KELE MODEL SD -RO1 OR EQUAL. O3 FLOAT SWITCH SHALL BE KELE, F7 SERIES. O FURNISH AND INSTALL NEW ANTENNA AND CABLE. e� 4 z w 2Q O J 4 �Q Q Q N a o o a a 0 in ¢� N3 Vo do No RTU c z3 °a o o �0 3 0 DI DI DI DI DI DI a a a a a a iG N p N N N O J K N Q H I _ W 1 = W N O O O UTILITY BOX PARTIAL INSTRUMENTATION ONE —LINE D C B A 2 3 1 - EDGE OF ASPHALT AND GUARDRAIL 4 5 STORM MANHOLE RIM ELEV-8250.0' (N) IN 24"CMP INV-8245.8' (S) OUT 24"CMP INV-8245.6' STORM INLET GRATE ELEV-8241.8' (N) IN 24 NV-8239.1' (S) OUT 24 INV-8239.2' B " ...... . . .... ... .. ----------- ------ ­­ EI—E —E F E E E W W w W w —W W W IN -W —W —W 8243.16 .68 A46-ki ..... .. . ....... ....... . . .. ------------ . ...... .... . ........... _._.._._..... F E E _ —E IN 8242.06 8242.87 WATERLINE LOCATED _j BY SITEWISE :r STORM MANHOLE RIM ELEV-8242.0' -------- (N) IN 24"CMP INV-8238.1' 82 (S) OUT 24"CMP INV-8233.4' 8243.15 8243.7 —T —T - E 244.18 T —T / E — E E —T —T T —T T T F �E �E S ITCHGEAR E E T i E M F S' E DISCONNECT. —E G U E AND U TILITY � ER. '.' E E E (D 3 G -------- OF LOCATION APPROXIMATE ---------- E —E E E ---------- NEW UTILITY 3-PHASE"' E tL: TRANSFORMER ..... .... . .. . ...... . ...... ....... ------------- .......... ... --------- 6jTV— CAT ..... ... V— CAN CATV ... ------ C . .......... T.4 ...... ct, ... ......... . . . ...... .......... -A SITE PLAN — TRANSFORMERS I = in fl HDR E.Ulmu & M . ISSUED FOR CONSTRUCTION /03/2010 ISSUE FOR 131D 7 -17 / 201 0 wEv 90% DESIGN REVIEW SUBMITTAL T24/2009 90% DESIGN REVIEW SUBMITTAL /10/2009 DESIGN REVIEW FOR CDOT PERMIT /31/2008 30% DESIGN REVIEW SUBMITTAL PROJECT MAN STRUCTURAL PROJECT ZAH C. CLARK BLACK REc- 5 C. L W TCHELL ANDREW UICLEY/S.BODTKER ALLERHOUGEN BUECHLER NELSON 1000000092383 C SITE PLAN WATER VALVE AND STORMWATER MANHOLE �10 A&W" AW Vail, Colorado Ground Water Rule Improvements 2010 6 7 KEY NOTES- 01 CONTRACTOR SHALL COORDINATE ALL WORK WITH HOLY CROSS. SEE SECTION 16010 FOR DIVISION OF WORK. / \, FULL WIDTH OF THE ROAD FOR THE 2/ ENTIRE LENGTH OF THE DISTURBANCE. (DTWO 4 CONDUITS FOR PRIMARY SERVICE. OSEE SHEET IOEIOI FOR CIRCUIT REQUIREMENTS. ---- --------- . . ..... . . . . ........ ------------ ... .. . . .... .... WEST SIDE..ENCLGSURF- SEE--DLfAjL I/I0DI01,-..\ L. SEE DETAI 5 ? 37.5' NFr E E -E 18237.50 -3 E E ..... - - - ------ .......... QUIPMENT-PAD' .. ......... EAST SIRE -ENO" §U --------- -SEE 2/ ODIOI - ----- 37.5 4JET. . ..... ........ . . 1 ------ E 8235.79 1/2" TAP ON 16" WATERMAJN fTVJR 8236.66 VAUL ROUTE 1/2 SAMPLE LINE 3 TO CL. ANALYZER T2 8235.94 K2 DRAIN FROM DECHLORINATION COLUMNS TO STO WATER MANHOLE 823684 TA Tom— > c ` O L. C B STORM MANHOLE ---- ---- ..... .... . RIM ELEV-8229.3' (N) 10"STEEL INV-8217,1' D (S) 10"STEEL INV-8217.3' 4ry ATV--- . .. . ........ . JUN 0 2 2011 Tv-, C A TV I,/ / / I/ I/ '�/< C-1 - - / I L-IOMN OF `AIL Utility Box Site Plan/Details 0 1" RLENAL I SCALE —