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Stone Quarry Apartments - Subcontractor as Built Drawings
SASASASASASASASASASASAWATERVALVESSTORM M.H. 3RIM = 393.95N INV. = 390.80E INV. = 390.756,19 51 LF 12" HDPE @ 0.98 %D.B. 11T.G. = 395.41E INV. = 391.62W INV. = 391.6245 LF 10" PVC @ 1.93 %D.B. 12T.G. = 398.09E INV. = 394.36W INV. = 394.36STORM CLEANOUT75 LF 10" PVC @ 3.65 %37 LF 6" PVCD.I. 1T.G. = 391.68E INV. = 388.97S INV. =390.35 PER PLAN (PLUG INSTALLED)STORM M.H. 1RIM = 394.39E INV. = 390.74N INV. = 390.69SE INV. = 390.79S INV. = 390.7912" HDPE UNDERDRAIN82 L F 1 0 " H D P E @ 0 . 4 1 %68 LF 8" HDPE @ 1.76 %D.I. 4T.G. = 393.81W INV. = 391.94D.I. 5T.G. = 393.07N INV. = 389.39S INV. = 390.4212" HDPE UNDERDRA INSTORM M.H. 2 RIM = 394.97S INV. = 390.89SW INV. = 390.92N INV. = 390.7841 L F 1 2 " H D P E @ 0 . 8 8 %D.I. 6T.G. = 396.35NE INV. = 392.18S INV. = 392.3464 L F 12 " HDPE @ 1 .97 % 80 LF 1 0 " H D P E @ 3 . 5 1 %D.B. 1T.G. = 398.99W INV. = 395.62D.B. 2T.G. = 398.93S INV. = 395.41N INV. = 395.41D.B. 3T.G. = 399.18N INV. = 395.95S INV. = 395.95D.B. 4T.G. = 399.32N INV. = 396.35S INV. = 396.35D.I. 8T.G. = 401.82N INV. = 399.37SW INV. = 398.17C.B.T.G. = 400.0E INV. = 397.28W INV. = 396.0D.I. 2T.G. = 395.12N INV. = 391.93S INV. = 391.91D.I. 3T.G. = 398.38N INV. = 394.74D.I. 10T.G. = 395.33N INV. = 392.54NE INV. = 392.69E INV. = 392.6457 LF 12" HDPE @ 2.35%D.B. 6T.G. = 397.37W INV. =392.82E INV. = 392.82D.B. 7T.G. = 398.56W INV. = 395.07E INV. = 395.0758 LF 10" PVC @ 0.22%D.B. 8T.G. = 399.16W INV. = 395.51E INV. = 395.51D.B. 9T.G. = 399.93W INV. = 396.10E INV. = 396.1037 LF 8" PVC @ 6.08%15 LF @2.93 %6" PVC18 LF @3.28%6" PVCSAN. M.H. 3RIM = 394.44NE INV. = 383.54W INV. = 383.49SASASASASASASASANITARYCLEANOUTSASASASASASASASASASANITARYCLEANOUTSANITARYCLEANOUTSANITARYCLEANOUT108 L F 8 " P V C @ 2 . 6 2 %69 LF 10" HDPE @ 1.65 %80 LF 6" PVC @ 0.40 %86 LF 12" PVC @ 1.03 %12" HDPE UNDERDRAIN6" UNDERDRAINDIRECTION UNKNOWN15 LF 6" PVC @ 3.60 %10 LF 6" PVC @ 4.00 %D.B. 5T.G. = 399.12N INV. = 396.386" P V C R O O F L E A D E REX. APARTMENT BUILDINGF.F. ELEV. = 399.52EX. APARTMENT BUILDINGF.F. ELEV. VARIESEX. APARTMENT BUILDINGF.F. ELEV. VARIESGAS VALVESWATERVALVESSTORMCLEANOUTNOT VISIBLE ATTIME OF SURVEYWATERVALVESINV. = 395.49WATER VALVESFIRE DEPARTMENTCONNECTIONGAS LINE MARKER (TYP.)D.I. 7T.G. = 399.90N INV. = 395.15S INV. = 395.30CATVHANDHOLEHYDRANT(TYP.)GAS METER (TYP.)CATVHANDHOLEF.F. =396.43F.F. =401.14F.F. =399.21F.F. =394.53ELEC. METERELEC. METERSPENCER ROAD6" D.I.COMBINEDWATERSERVICE8" D.I.20' EASEMENT TOCITY OF ITHACA SAN. M.H. 2RIM = 395.17SW INV. = 383.07SE INV. = 383.12STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS T ST S TSTSTS T S TSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSA SA SA SA SASASASASAN. M.H. 1RIM = 397.25NE INV = 382.90W INV = 382.95D.B. 10T.G. = 400.45W INV. = 396.64/)39&174 LF 6" PVCGAS VALVE18 LF @ 3.00%6" PVC400 SPENCERROADTAX ACCOUNTNo. 123.00-1-8142 LF 8" PVC @ 0.26 %85 LF 8 " PVC@ 0 .20 %14 LF 6" PVC @ 0.21 %53 LF 6 " P V C D.I. 9T.G. = 392.44E INV. = 389.74S INV. = 390.30 PER PLAN (PLUG INSTALLED)392.7XX392.8X392.7X391.7X391.8X393.1X393.4X393.5MAP OF SURVEY SHOWING:21-14-L233 AS-BUILTRECORD UTILITY DRAWING21-14-L2337/8/2015C.R.T.C.R.T.1" = 30'M.J.G.PHONE (585) 359-7540FAX (585) 359-754745 HENDRIX ROADWEST HENRIETTA, NY 14586RECORD UTILITY DRAWING STONE QUARRY APARTMENTS ITHACA, NYPROJECT NO:DATE:APPROVED BY:CHECKED BY:DRAFTED BY:NO:DATE:BY:REVISIONS:DRAWING TITLEDRAWING NO.DRAWING SCALECERTIFICATIONSTHIS IS TO CERTIFY THAT I AM A LICENSED LAND SURVEYOR ANDTHAT THIS PLAN WAS COMPLETED ON 7/16/2015 FROM NOTES OFA FIELD INSTRUMENT SURVEY PERFORMED ON 7/8/2015 &7/16/2015.SIGNED _________________________CORY R. TUFANO 050935( IN FEET )1 inch = 30 ft.GRAPHIC SCALE03060120EXISTING PROPERTY LINE EXISTING EASEMENT LINEWATER LINEGAS LINEELECTRIC LINETELECOMMUNICATION LINESANITARY LINESTORM LINEEXISTING BOLLARDEXISTING SANITARY MANHOLEEXISTING STORM MANHOLEEXISTING ELECTRIC MANHOLEEXISTING CB EXISTING VALVEEXISTING HYDRANTEXISTING HANDHOLEEXISTING LIGHTPOLE LEGENDWWWGFOUGESASTASSUMED IORLESEXCCOR Y R. TUFANO539050 .oNS TATE OF NEW YORKroyevruSdnaLdesneciL 1 8/3/15 MJG PER PROJECT ENGINEER COMMENTS