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WWGPPROPOSED BUILDINGPROPOSED BUILDINGSIX POINTS ROAD
40' HALF R/W
8" X 8" X 1 12" TEE1 14" LP SERVICSANITARY CLEANOUTRESIDENTIAL GRINDER PUMPE-ONE OR EQUIVALENT1 12" X 1 12" X 34" TEESANITARY CLEANOUTSANITARY CLEANOUTBUILDING CLEANOUTBUILDING CLEANOUT34" VALVE1 12" TO 34" REDUCER1 12" WATER VALVE1 12" WATER SERVICE LINE1 12" DOMESTIC WATER METER1 12" WATER SERVICE LINEFUTURE 2" SANITARYMAIN PER TRI-CO PLANS(90% DATED 8/13/2010)ASSUMED LO0CATION OF FUTURE 8"WATER MAIN PER CARMEL UTILITIES(90% DATED 8/13/2010)1 14" LP SERVIC1 12" WATER VALVE6" SANITARY SERVICESheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetSIX POINTS ROAD
13280 SIX POINTS ROAD00/00/0000LW-00387BROWNING DAY626 N ILLINOIS ST----INDIANAPOLIS, IN 46204(317) 635-5030BROWNINGDAY.COMCARMEL, IN 46032JRSWHOC500UTILITY PLANRUTILITY NOTES:1.THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE ACOMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON ANDAROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BEAPPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANYINACCURATE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ONTHESE PLANS.2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN INSERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTIONUNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BEREMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICEMAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITHTHE PERMISSION OF THE OWNER.3.BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLEUTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.4.WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURESOR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THELOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIEDAND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TOBE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS.5.FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OREXACTLY LOCATED.6.ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER.7.MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE AND 10 FEET OF HORIZONTALCLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWERLINES. MINIMUM CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BECONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICALJOINTS OR PVC (SDR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE JOINTSWITHIN TEN FEET OF THE WATER LINE.8.NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE 40PVC PIPE CONFORMING TO ASTM D2241, AND SHALL MEET THE DEFLECTIONSTANDARDS OF ASTM D-3303.9.WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURESOR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THELOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIEDAND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TOBE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS.10.IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAINALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORKREQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORSARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALLAGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT ORSPECIFICATIONS. ALL ASSOCIATED BONDING REQUIREMENTS AND COSTS AREINCIDENTAL TO THE CONTRACT.11.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THEFIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRECONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESEENGINEERING PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTORSHALL CONTACT THE ENGINEER IMMEDIATELY.12.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.13.BUILDING CLEANOUTS LOCATED WITHIN A CONCRETE/ PAVED AREA SHALL BEINSTALLED WITH HEAVY-DUTY CASTING/ LID PER CEG'S SANITARY STANDARDSMANUAL, LATEST EDITION.14.ANY PORTION OF THE SANITARY LATERAL INSTALLED UNDER CONCRETE ORPAVED AREAS MUST BE BACKFILLED WITH GRANULAR BACKFILL. PER PER CEG'SSANITARY STANDARDS MANUAL, LATEST EDITION.15.GREEN COLORED, 10-GAUGE SOLID COPPER INSULATED TRACER WIRE ISREQUIRED ON THE TOP OF ALL NEWLY INSTALLED LATERALS PER PER CEG'SSANITARY STANDARDS MANUAL, LATEST EDITION.PROPOSED WATER VALVEDESCRIPTION:PROPOSED CLEAN OUTPROPOSED SANITARY MANHOLEPROPOSED UTILITY LEGEND:NOTES:PROPOSED ELECTRIC LINEEPROPOSED FIRE HYDRANTSTPROPOSED TELEPHONE LINEWPROPOSED WATER LINEGPROPOSED GAS LINEFPPROPOSED FIRE PROTECTION LINEPROPOSED TELEPHONE & ELECTRIC LINET/EWPROPOSED WATER METERGEPROPOSED GAS METERPROPOSED ELECTRIC METERTPROPOSED ELECTRIC TRANSFORMERPFDCPROPOSED POST INDICATOR VALVEPROPOSED FIRE DEPARTMENT CONNECTION( IN FEET )1 inch = ft.0NORTH30153030DESIGN DEVELOPMENT