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Site PlansCall Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigNew YorkHutchins Engineering GSP GSP GSP E E SPR REF LANDSCAPING RETAINING WALLLOADING DOCK TSB CONCRETE CONCRETEA S P H A L T ASPHALTCONCRETE SIDEWALKCB - TF=467.04 CB - TF=465.60 87.56'6ƒ (386.15' 6ƒ :1ƒ :150.48'1ƒ ( 232.72' 1ƒ    ( 130.81 ' 6   ƒ      ( 3 4 . 2 5 '6ƒ (83.86'CONCRETE SIDEWALKCB - TF=466.16 CB - TF=467.25 CB - TF=464.96 CB - TF=467.38 CB - TF=471.04 CB - TF=473.67 DW - TF=467.56 6" PVC INV = 465.76 INV 24" PIPE (N) = 469.12 INV 24" PIPE (S) = 469.02 INV 24" CONC. PIPE (N) = 466.64 INV 24" CONC. PIPE (S) = 466.64 INV 24" CONC. PIPE (N) = 462.83 INV 24" CONC. PIPE (S) = 462.78 INV 12" CPP (SE) = 464.44 INV 12" CPP (N) = 462.16 INV 12" CPP (S) = 462.02 INV 12" CPP (N) = 464.27 INV 12" CPP (S) = 464.22 INV 12" CPP (NW) = 463.70 INV 12" CPP (SW) = 463.65 INV 12" CPP (N) = 463.38 INV 12" CPP (S) = 463.42 INV HOLE IN STRUCTURE (W) = 464.09 INV HOLE IN STRUCTURE (E) = 464.10 CONCRETE COVER SEWER MANHOLE 61,873.33 sq.ft. 1.42 acres AREA RIM =469.32 BRICK CROSS WALKSSSSSSSSSSSSSSSSSSSSSSSSSS S S S SSSSS SSSSSSWOODEDWOODED TRASH 7'-6" X 7'-0"RECYCLE 7'-0" X 5'-6"SFSFSFEEGASGASGASWWWWS S SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF Hutchins Engineering 291175-01-S2 GSP GSP GSP SPR REF TSBSSSSSSSSSSSSS SSSSSSSSSSSSS S S S SSSSS SSSSSSWOODEDWOODED TRASH 7'-6" X 7'-0"RECYCLE 7'-0" X 5'-6"EEGASGASGASWWWW0.1 0.2 0.3 1.0 0.3 1.1 4.3 6.2 2.2 0.9 0.3 0.0 0.0 0.1 0.2 0.1 0.0 0.5 1.2 4.9 6.5 2.3 1.0 0.3 0.2 0.1 0.1 0.2 0.2 0.3 0.4 3.1 0.9 0.1 0.5 1.4 3.2 5.6 1.8 0.7 0.3 0.3 2.2 1.4 2.5 3.2 6.9 0.0 0.1 0.5 1.3 2.0 2.1 1.2 0.5 0.3 0.4 3.0 1.4 0.1 0.5 1.8 4.3 6.5 1.7 0.7 0.3 0.3 3.4 4.1 0.2 0.5 1.5 5.4 5.7 2.0 0.9 0.3 0.3 2.8 0.2 0.6 2.1 5.7 5.5 2.0 0.8 0.3 0.2 1.8 0.7 0.6 1.8 3.8 4.7 1.4 0.6 0.2 0.2 0.8 1.3 0.6 1.5 2.3 2.9 0.9 0.5 0.2 0.8 6.1 0.2 0.6 2.6 5.4 4.6 1.3 0.5 0.2 0.5 4.0 7.7 8.0 7.4 6.7 4.6 9.2 3.0 0.3 0.1 0.6 2.1 6.5 4.8 1.6 0.6 0.2 0.3 1.2 1.3 2.4 1.4 0.8 1.6 1.6 1.0 0.2 0.0 0.6 2.6 6.3 4.1 1.4 0.5 0.2 0.1 0.2 0.2 0.3 0.2 0.1 0.1 0.2 0.1 0.0 0.0 0.5 1.8 3.6 2.6 0.8 0.3 0.4 0.7 1.2 1.3 0.4 0.7 0.9 0.3 0.4 0.5 0.2 0.6 0.6 0.5 0.5 0.6 0.7 0.8 0.8 0.9 1.0 1.0 0.9 0.7 0.7 0.6 0.7 0.9 1.1 1.3 1.4 1.5 1.5 1.5 1.3 1.2 1.1 0.9 0.7 0.5 0.7 0.9 1.2 1.8 1.7 1.9 2.2 2.3 2.3 1.9 1.7 1.8 1.5 0.9 0.5 0.7 0.9 1.0 1.5 1.8 1.9 1.9 2.5 2.7 2.3 2.1 1.7 2.2 1.8 1.1 0.7 0.6 0.7 0.9 1.0 1.3 1.7 1.9 2.0 2.3 2.8 3.2 2.4 2.0 2.0 2.3 2.1 1.3 0.8 0.8 1.0 1.2 1.4 1.5 1.9 2.2 2.6 3.2 5.3 3.4 2.7 2.7 2.3 3.0 2.5 1.5 0.8 1.2 1.6 1.7 1.9 2.1 2.1 2.3 2.6 4.4 9.2 3.5 2.6 1.5 0.8 1.4 1.7 1.6 1.9 2.1 2.0 1.7 2.0 4.1 9.5 2.4 2.5 1.6 0.7 1.5 1.7 1.8 1.7 1.9 1.8 1.5 1.8 3.8 9.0 2.7 2.4 1.5 0.7 1.5 1.9 1.5 1.8 1.9 1.6 1.4 1.8 3.6 8.4 2.7 2.0 1.4 0.6 1.5 1.9 1.8 1.9 2.0 1.5 1.3 1.7 3.7 8.4 2.8 2.1 1.3 0.6 1.3 1.5 1.6 1.6 1.6 1.4 1.3 1.6 4.0 8.4 2.9 2.1 1.3 0.6 1.3 1.5 1.5 1.5 1.5 1.4 1.3 1.6 4.1 8.0 3.1 2.2 1.2 0.5 1.5 1.9 2.0 2.0 1.9 1.5 1.3 1.7 4.1 8.2 2.9 2.1 1.2 0.5 1.7 2.0 1.8 2.1 2.0 1.6 1.3 1.7 4.0 7.9 3.2 2.1 1.1 0.4 1.7 1.9 2.0 1.9 2.0 1.7 1.4 1.8 4.3 7.8 2.8 1.9 1.1 0.4 1.7 2.2 1.9 2.2 2.1 1.8 1.5 1.9 4.9 7.8 2.9 1.8 0.9 0.3 1.8 2.1 2.3 2.5 2.6 2.1 1.8 2.0 4.5 7.0 2.2 1.5 0.8 0.3 1.4 1.9 2.5 2.5 2.3 2.2 2.2 1.9 3.6 5.9 1.7 1.2 0.6 0.2 1.1 1.5 2.0 2.2 1.9 2.2 1.9 1.4 1.5 1.7 0.9 1.3 0.7 0.3 1.0 0.8 0.5 0.2 0.9 1.4 1.8 1.8 1.9 1.8 1.7 1.2 0.9 0.9 0.6 0.6 0.4 0.4 0.6 0.5 0.4 0.2 0.8 1.1 1.7 1.9 1.6 1.8 1.6 1.0 0.7 0.6 0.5 0.3 0.2 0.2 0.3 0.3 0.2 0.7 0.9 1.4 1.5 1.6 1.5 1.3 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.9 0.9 0.9 0.8 0.7 0.5 0.3 0.2 0.1 0.1 0.5 0.4 0.3 6.8 3.4 Hutchins Engineering 291175-01-S3