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GENERAL UTILITY NOTES 0 <br /> REFER TO SITE PLAN FOR ADDITIONAL GENERAL NOTES - <br /> W <br /> 1. PROTECT AND MAINTAIN CROSSINGS OF OTHER UTILITY LINES. ? o <br /> 2. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE GOVERNING AGENCY TO SECURE PERMITS AND FEES FOR STREET CUTS AND CONNECTIONS TO EXISTING v c' <br /> UTILITIES. <br /> / EXISTING 15' • Z" <br /> 3. PROPER COORDINATION SHALL BE PERFORMED BY THE CONTRACTOR TO INSURE THAT ALL GOVERNING AGENCY STANDARDS FOR MATERIALS AND "STORM SEWER W 2' <br /> CONSTRUCTION METHODS ARE MET. m e <br /> )n <br /> 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES,INCLUDING SERVICES PRIOR TO / H <br /> �i <br /> CONSTRUCTION,THE CONTRACTOR SHALL CONTACT THE STATE UTILITIES PROTECTION SERVICE Q 811 AT LEAST 48 HOURS BEFORE THE START OF THE WORK = ; <br /> F <br /> AND VERIFY ALL EXISTING UTILITY LOCATIONS. .____ ._. .. ......... .. - ......... - <br /> 5. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR SERVICE INSTALLATIONS AND CONNECTIONS AND MAIN CONNECTION POINT TO EXISTING OO Q <br /> STORM SEWERSYSTEM 01RECTIONAL BORE-800 LF OF 374- OO <br /> AND SERVICE RELOCATIONS.THE CONTRACTOR SHALL COORDINATE THE WORK TO BE PERFORMED BY THE VARIOUS GOVERNING AGENCIES AND SHALL SECURE CONDUIT TO EXISTING MONUMENT <br /> ALL PERMITS AND PAY ALL FEES FOR CONNECTIONS.DISCONNECTIONS,RELOCATIONS,INSPECTIONS,AND DEMOLITION AS NECESSARY. SIGN.REFER TO G0.1 FOR SIGN <br /> LOCATION <br /> 6 THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS,ETC,WITHOUT INTERRUPTION Y, EMPOR RAUTHORIZED TO DIRECTIONAL BORE-300 LF OF <br /> DISCONNECT BY THE OWNER UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL AS NECESSARY,TEMPORARY SITE LIGHTING, (2)-2"CONDUITS TO FRONT OF '49 LF OF <br /> GAS,SANITARY.WATER.STORM,ELECTRIC,TELEPHONE,AND CABLE SERVICES TO SERVICE BUILDING(S)TO REMAIN OPEN, 12"STORM -150 LF OF "LY <br /> KROGERSTORE COMMUNICATION CONDUITSEWER. ARVENT7. CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS AS REQUIRED. - - "' LF JE-,­S� <br /> POWERSUPC C C C C �ySTORM8. CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS. CONDUIT9. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR BACKFILL,IN ACCORDANCE WITH THE APPROPRIATE GOVERNING AGENCY. ST ST ST ST <br /> 10. THE CONTRACTOR SHALL CONTACT THE LOCAL COUNTY HEALTH DEPARTMENT AND FILE AND OBTAIN A PLUMBING PERMIT FOR THE WORK INDICATED HEREIN AND "< E E <br /> COMPLY WITH THE LOCAL COUNTY PLUMBING CODE. -80LF OF 3/4"CANOPY -51 LF OF 6" <br /> / PRICER POWER COLLEC OR, <br /> 11. IN THE EVENT OF CONFLICT OF ANY REQUIREMENTS OR PROVISIONS OF THE WORK INDICATED HEREON,THE SITE ENGINEER SHALL BE NOTIFIED FOR A / SUPPLY CONDUIT <br /> DETERMINATION OF THE PLAN REQUIREMENTS AND INTENT THEREOF. REMOVE-73 LF OF 7 " <br /> EXISTING <br /> 12. UTILITY CONNECTION DESIGN AS REFLECTED ON THE PLAN MAY CHANGE SUBJECT TO GOVERNING AGENCY REVIEW. STORM <br /> SEW <br /> ER. <br /> 11 DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCHO O y ® W I rn ® -107 LF 12"W <br /> INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER,LOCAL MUNICIPALITY AND/OR UTILITY COMPANY.INTERRUPTIONS SHALL ONLY OCCUR /1 STORM SEER. Q <br /> AFTER ACCEPTABLE TEMPORARY OR PERMANENT SERVICE HAS BEEN PROVIDED. •t^�l Tj' U '� REMOVE LIGHT <br /> 14. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. �(JD <br /> Zo15. THE TRENCH SHOULD BE BACKFILLED AND THE PAVEMENT RESTORED IN SUCH A MANNER THAT ALLOWS TRAFFIC TO SAFELY TRAVEL ALONG ANOIOR CROSS IT SCANOPYY COLLECTOR m g <br /> DURING NON-CONSTRUCTION HOURS.HOLES SHALL NOT BE ALLOWED DURING NON-CONSTRUCTION HOURS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KROGER J-946 O E E UTILITY DIMENSIONS AND SIZES ARE PRELIMINARY K m ^ <br /> ANC WILL BE FINALIZED DURING THE COMPLETION OF O ¢a n^ <br /> KEEPING THE TRENCH AREA IN A SAFE PASSABLE CONDITION AT ALL TIMES. ® I / m N <br /> W U _ -16 LF OF 4"CANOPY CONSTRUCTION DOCUMENTS a,'n <br /> 62,126 SF COLLECTOR(TVP.) P U c- <br /> 16. TEMPORARY PAVEMENT RESTORATION SHOULD CONSIST OF AT LEAST 31NCHES OF COMPACTED BITUMINOUS COLD PATCH. i / Y <br /> • -50LF OF 374" O w <br /> 17. PERMANENT PAVEMENT RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER CANOPY PRICER F- U n_a <br /> -62 LF OF 3/4"VENT STACK POWER SUPPLY <br /> POWER SUPPLY CONDUIT CONDUIT <br /> STORMWATER NOTES w <br /> REMOVE CATCH BASIN I •"•••yt <br /> 1. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. 3: <br /> 10 LF OF 6" <br /> GROUNDING MANHOLEUNDERORAIN <br /> TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS EXISTING UTILITIES,AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES -90 LF OF 12' TYP. <br /> SHALL BE DETERMINED.THE CONTRACTOR SHALL CONTACT THE ENGINEER AND CONSTRUCTION MANAGER IN THE EVENT OF ANY UNFORESEEN CONFLICTS STORM SEWER, I I I ( ) <br /> MAI • !��l� <br /> BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION Y BE MADE. <br /> 2. INSTALL UNDERDRAINS(UD)WITH A MINIMUM FIFTEEN(15)INCHES OF COVER FROM FINISH SUBGRADE. ST STOF <br /> 1/f�Qj.l\lam" 13 <br /> 3. ALL UNDERDRAINS ARE SIX(6)INCH DIAMETER AT A MINIMUM SLOPE OF 1.00 PERCENT UNLESS NOTED OTHERWISE � � q•ll <br /> SANITARY SEWER NOTES EXISTING LIGHT I S•a' <br /> POLE TO REMAIN 3 -145 LF OF 3/4" m m <br /> 1. DOWNSPOUT,FOOTER DRAINS OR OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. IW POW RAND <br /> -92 LF OF 6" COMMUNICATIONS` 4 n ry <br /> 2 TE ST THE SANITARY SEWER FOR LEAKAGE IN ACCORDANCE WITH THE GOVERNING AGENCY'S REQUIREMENTS.THE INSPECTOR FOR THE MUNICIPAUTYIUTIUTY SANITARY CONDUITS FOR o <br /> SHALL BE PRESENT DURING TESTING. LEAD MONUMENT// <br /> 3 SIGN / <br /> -140 LF OF 14' / <br /> WATER NOTES WATER SUPPLY <br /> Q„ / <br /> 1. INSTALL WATER MAIN/LEAD WITH A MINIMUM OF FIVE(5)FEET OF COVER. <br /> 2. PROVIDE A MINIMUM OF EIGHTEEN(18)INCHES OF VERTICAL SEPARATION AND TEN(10)FEET OF HORIZONTAL SEPARATION BETWEEN THE WATER MAIN AND ALL <br /> sl$� <br /> SANITARY AND STORM SEWERS <br /> MATERIAL NOTES <br /> ALL MATERIAL SHALL COMPLY WITH THE LOCAL MUNICIPALITY DESIGN 8 PROJECT / V <br /> SPECIFICATIONS. /j // / (} MONUMENT SIGN TO ENCROACH O <br /> ON SANITARY SEWER EASEMENT. _ <br /> STORM DRAJNS' / CONNECTION POINT TO L <br /> 1.PVC PIPE ASTM 03034(SDR-35)FOR DIAMETERS LESS THAN 12" w » EXISTING SANITARY SEWER <br /> 2.HIGH-DENSITY POLYETHYLENE(HDPE)FOR DIAMETERS 12"AND GREATER EXTEND WATER MAIN FROM EXISTING _ - / $ VIA DOG-HOUSE MANHOLE <br /> / w sl .', y' W <br /> FIRE HYDRANT LOCATION TO � -'" "„x.' ,1 1 <br /> 1.H PAINAGE SYSTEM / PROPOSED FIRE O <br /> 1.MOPE PIPE AASHTO M252 6'CORRUGATED POLYETHYLENE DRAINAGE TUBING, PROPOSED FIRE HYDRANT. // vl + '." - HYDRANT r <br /> PERFORATEDAND NONPERFORATED PIPE WITH COUPLINGBANDS. _ / KIOSK NOTES m <br /> 2.CORRUGATED PERFORATED PIPE SHALL BE FILTER SOCK WRAPPED AND FITTED WITH "- <br /> END CAPS. <br /> N� -150 LF OF 2'PRIMARY POWER Nj <br /> /N Q' CONDUIT FROM POLE 1. CONTRACTOR TO INSTALL INSULATION AND HEAT TAPE AROUND THE WATER <br /> / <br /> WATER: / / ,N `'1%/ MOUNTED TRANSFORMER - PIPES IN THE UTILITIES CHASE OF THE KIOSK RESTROOM. < <br /> DUCTILE IRON FOR WATER MAIN / / - Q <br /> PVC WATER WITH TRACING WIRE PIPE ASTM D2241(SDR-21,CLASS 200)WITH SOLVENT - / W // _ `O s 2. CONTRACTOR TO ADD EXTERIOR FREEZELESS HOSE BIBB WITH BACKFLOW W <br /> CEMENT JOINTS,FOR KIOSK WATER SUPPLY. // w 5 R" `�v` PREVENTION AND TEE KEY(WOODFORD MODEL 17 OR APPROVED IL a <br /> EQUIVALENT)ON EXTERIOR OF KIOSK WITH SHUTOFF LOCATED ON INTERIOR i*0 w 4d <br /> SAN ITARY SEWER. / �'' \ P WALL.LOCATE HOSE BIBB BETWEEN SINK AND TOILET.WITHOUT n <br /> PVC PIPE ASTM D3034(SOR-35)PIPE JOINT ASTM D3212. // VVV - OBSTRUCTING OR REMOVING INTERIOR FIXTURES OR ELECTRICAL OUTLETS. w a <br /> REFER TO KIOSK DRAWINGS FOR LOCATIONS OF FIXTURES. W <br /> UTILITY CONTACTS: d <br /> / /w/ (ELECTRIC) (SANITARY) <br /> AMEREN ILLINOIS CITY OF DECATUR Projeq No. 012-02249-00 <br /> 501 E.LAFAYETTE ST. 1 GARY K ANDERSON PLATA,3RD P'.po Manager: KLEIN <br /> �� FLOOR <br /> -'NI - BLOOMINGTON, <br /> 26 0850 61701 DECATUR,IL 62523 D.NtI ad BY. SALA <br /> / PCH P <br /> .KEVIN LAYOEN H:(247)424 2787 <br /> CONTACT JOHN AYMER Drawn By SALA <br /> } / // 'a' • (WATER) Checked BY KLEIN <br /> .rl/SI G, DEPARTMENT OF WATER (STORM) Store Na.. E <br /> MANAGEMENT CITY OF DECATUR <br /> - Z 1155 S.MARTIN LUTHER KING JR 1 GARY K ANDERSON PLAZA,3RD J-946 <br /> {\ / 3/ DECATUR,IL62523 FLOOR <br /> ✓ sl - GRAPHIC SCALE: )"= 2O PH(217)42 t2863 DECATUR,IL 6223 �d��s 1818 S.AIRPORT PI-AZA <br /> qN KNOW WharB below. CONTACT KEITH ALEXANDER PH:(217)424 2747 DECATUR IL 658.2 <br /> CONTACT'MARY CAVE <br /> C2��before you dig. s <br /> G' 20' ao' so' <br /> 3 <br /> ,s18� UTILITY PLAN � <br /> awing <br /> C1 .3 s <br /> EBEhcvt moolrvc conrnecroas urs ncouiaEo*o nrvory uL OBSErvv/WCE 9 <br />