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HomeMy WebLinkAboutC300 - UTILITY PLANTHE HORIZONTAL D PLANE COORDINATE: GIVEN IN THE NORI BENCHMARKS TBM #1 (PT 9176) MAG NAIL WITH "SE LOCATED WITHIN OL RIGHT—OF—WAY IN ELEV: 862.95 N: 1721917.9: E: 193034.68 TBM #2 (PT 9003) MAG NAIL. LOCATED OF EXISTING PARKII ELEV: 858.40 N: 1721942.4, E: 193348.94 TBM #3 (PT 9001) MAG NAIL. LOCATE RIGHT—OF—WAY ACF PROPERTY LINE BY ELEV: 862.12 IN: 1721725.1; E: 192848.76 73Mg3 (Pt 9001) KtY tU NU I t.7 MAG NAIL ELEV 12 IN 17 725.13 O PR 8" SAN. SERV ELEV.=859.0 CONNECT TO EX. STUB AT EX ® (2)%" SCH 40 PVC CONDUIT FOR EV CHARGER (SEE ELEC Zia --sT--- EX STORM E: 192848,76 CO ® 2% MIN. SLOPE. (SEE MECH DWGS FOR EXACT SERV. LOC.) DRAWINGS) z--sA--- EX SANITARY LOT 02 PR STORM LATERAL LINE, 1% MINIMUM SLOPE ® PR 6" FIRE WATER SERVICE (SEE MECH. DWGS.)--oHF-- EX OVERHEAD ELECTRIC ROBERT R. & SHIRLEY S. MATCHETT DEED BOOK 170, PAGE 441 03 PR SUBSURFACE DRAIN LINE © PR 4" DOM. WATER SERV, 4" VALVE & BOX AT 6"X4" TEE PER -- w --- EX WATER ® PR SHARED GAS SERVICE CARMEL REQ. (SEE MECH. DWGS.)_Comm—EX COMMUNICATIONS 05 PR 2-1/2" GAS SERVICE & METER (SEE MECH. DWGS) 6" STORM ROOF DRAIN LINE (SEE MECH. DWGS.) --G--- EX GAS 19 PR RELOCATED VFW GAS SERVICE 3" STORM ROOF DRAIN LINE (SEE MECH. DWGS.) La © EX CATCH BASIN — © ® 2" IRRIGATION SERVICE LINE (SEE MECH. DWGS.) :9, EX UTILITY MANHOLE — _ _ _ _ _ _ _ _ _ _ _ _ _ 07 PR PRIMARY UNDERGROUND ELECTRIC GAS SERVICE LINE TO FIRE PIT (SEE MECH. DWGS.) ® PR SECONDARY UNDERGROUND ELECTRIC p; EX WATER VALVE UTILITY PLAN NOTES GAS SERVICE LINE TO OUTDOOR GRILLS (SEE MECH. DWGS.) ® 0`� 9 PR ELECTRIC TRANSFORMER + EX FIRE HYDRANT GAS SERVICE LINE TO GENERATOR (SEE MECH. DWGS) 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING AROUND EXISTING ® PR ELECTRIC GENERATOR 'API° EX WATER POST INDICATOR VALVE UTILITIES. COORDINATE ANY RELOCATION WITH RESPECTIVE UTILITY OWNER. ®PRIVATE FIRE HYDRANT PER CARMEL REQ. (PAINTED RED FROM 1� 4" STORM ROOF DRAIN LINE (SEE MECH. DWGS.) FACTORY) 8 EX FIRE METER 2. THE INFORMATION SHOWN CONCERNING EXISTING UTILITIES IS NOT REPRESENTED, (a ABANDON EX 6" WATER SERVICE STUB PER CITY OF CARMEL EX POWER POLE WARRANTED OR GUARANTEED TO BE COMPLETE OR ACCURATE. EXISTING SITE DATA WAS ® PR 6" COMBINED FIRE AND DOMESTIC WATER SERVICE, REQUIREMENTS. EX UTILITY POLE RESTORATION OF VIDED TO MSG BYETHE CLEUT. INVESTIGATION, TIES APPU LOEATION, SUPPOLR , PROTECTION, AND ® CONNECT EX 12" STORM WITH 6" ORIFICE TO PROPOSED OUTLET ® 6" VALVE & BOX AT 6"X6" TEE PER CARMEL REQ. • EX GROUND LIGHT THE RESPONSIBILITY OF THE CONTRACTOR, PRIOR TO CONSTRUCTION TO DETERMINE IN THE STRUCTURE, SEE SHEET C602 FOR DETAILS. © TAPPING SLEEVE AND VALVE PER CITY OF CARMEL REQUIREMENTS. p EX SIGN FIELD THE ACTUAL LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ® 6" FIRE SERVICE AND PIV PER CARMEL REQ. (SEE MECH. DWGS.) P EX FLAG POLE ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL THE INDIANA UTILITIES PROTECTION ® DUAL EV CHARGER (SEE DETAIL C200) 6" FDC PER CARMEL REQ. eco SERVICES, AT 811 OR 1-800-362-5544 TWO (2) WORKING DAYS PRIOR TO THE START EX SAN CLEANOUT OF CONSTRUCTION. ® GREASE INTERCEP 1 11 E M D S.) ® EX ELECTRIC TRANSFORMER 7. COORDINATE ROOF DRAIN OUTLETS THROUGH BUILDING FOUNDATION WITH PLUMBING ® GREASE INTERCEPTOR SAMPLE BOX PER CARMEL o EX AC UNIT 3. THE CONTRACTOR SHALL PROVIDE MINIMUM CLEARANCES OF 1.0' VERTICAL AND 3.0' CONTRACTOR. STD. DWG. CS 30 ® ® EX TELEVISION PEDESTAL HORIZONTAL BETWEEN ALL UNDERGROUND UTILITIES. WATER, SANITARY AND STORM UTILITIES REQUIRE MINIMUM CLEARANCES OF 1.5' VERTICAL AND 10.0' HORIZONTAL. NO FACILITY 8, CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT— [el EX ELECTRIC PEDESTAL SHALL BE INSTALLED WITH LESS THAN THESE MINIMUM CLEARANCES WITHOUT THE WRITTEN OF —WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION iG EX GAS MARKER APPROVAL OF THE OWNERS OF THE OTHER FACILITIES INVOLVED. THE CONTRACTOR SHALL OF THE DUAL DUCT BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO CONSTRUCTION TO VERIFY THE VERTICAL THE SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL BY ® EX GAS METER AND HORIZONTAL CLEARANCES WITH PROPOSED CONSTRUCTION. THE COST OF THIS WORK THE CITY. 11. WATER SERVICES SHALL BE PER CITY OF CARMEL INDIANA REQUIREMENTS. INSTALL PER SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS. THE FLOW OF ALL SEWERS, MANUFACTURER & CITY OF CARMEL REQUIREMENTS. DRAINS AND WATER COURSES ENCOUNTERED AND DISTURBED OR DESTROYED DURING THE PROSECUTION OF THE WORK SHALL BE RESTORED BY THE CONTRACTOR TO A 9. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE SATISFACTORY CONDITION. PAYMENT FOR THIS ITEM SHALL BE INCLUDED IN THE PRICE BID DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A 12. SANITARY SERVICES SHALL BE PVC SDR35 INSTALLED PER MANUFACTURER. FOR THE VARIOUS RELATED ITEMS. THE CITY OF CARMEL ENGINEERING OFFICE SHALL BE CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH NOTIFIED IMMEDIATELY FOR ANY DISTURBANCES. THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF 13. STORM SEWER SHALL BE ADS N12 HOPE OR RCP CLASS IV PIPE AS NOTED ON THE PROPOSED RIGHT—OF—WAY LINE. DRAWINGS. SEE SHEETS C401 & C402 FOR THE UNDERGROUND DETENTION MATERIALS. 4. THE CONTRACTOR SHALL RESTORE OFF —SITE CONSTRUCTION AREAS TO EQUAL OR BETTER INSTALL PER MANUFACTURER & CITY OF CARMEL REQUIREMENTS. CONDITION THAN EXISTED PRIOR TO COMMENCEMENT. 10. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE RELEASED FOR CONSTRUCTION FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN 4. GAS SERVICE PER VECTREN REQUIREMENTS. IMMEDIATELY NOTIFY MSG OF ANY DISCREPANCIES FOUND MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY Subject to compliance with all regulations FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY of State and Local Codes LANES, MULTI —USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND zi City of Camel INITARY UTILITY SERVICE CONNECTIONS SHALL BE BORED WITHIN BRIDGES WILL BE BORNE BY THE DEVELOPER. 1 kY. A PERMIT FROM THE CITY OF CARMEL ENGINEER IS REQUIRED JBLIC RIGHT OF WAY. DATE: 07/22/19 V K1.5'D -RAP _%15'WX1.5'D ROCK SEE AIL C401) 5e6F V 27347' _ AL38REVIAI IUNS -W—W- PR WATER R PROPERTY LINE —ST— PR STORM PR PROPOSED —G—G— PR GAS R/W RIGHT OF WAY ISEIIIIIIIII PR LIGHT POLE C/L CENTER LINE PR PAVEMENT FFE FINISH FLOOR ELEVAT PR CURB R PROPERTY LINE ---R/W---- RIGHT OF WAY ® STM STRUCTURE NUMBER YDi YARD DRAIN: ADS NYLOPLAST IN —LINE DRAIN W/ HINGED 12"X12" SQUARE HEAVY DUTY GRATE XX SAN STRUCTURE NUMBER CO. SAN CLEANOUT CONCRETE PAVEMENT CONCRETE SIDEWALK )OFH PR FIRE HYDRANT AFDC PR FIRE DEPARTMENT CONNECTION LPN PR POST INDICATOR VALVE "i----I�—I—i— PR IRRIGATION PIPE SLEEVE, PVC CLASS 200 SDR 21 (SIZES AS NOTED) 0 15 30 60 SCALE: 1 IN = 30 FT o s N � z m U U Q JO ti,i W W U O O QZ S fL d d O U U J J J W z v 0 00 w0 a a �¢ a U wz w w a U) w y LU W w H J Cn Z U) LU K F_ 0 Z n�/� p �O V J J_ IccII03 G O U p F— U J C300 LU K In 0 K UU 0 O