Supporting Documentation · Jun 3, 2026
Siad topographical survey from Schmidt5282026
ae89c9c7a7b505c8597b51579cbebc19ebebdfaa6fb3c2a0f62d68e43c7dd485Indexed text · page 12
Show all pagesBEYOND THIS POINT PLANNING BOARD ENGINEER 1" CLEAR AROUND PVC 45° WYE GROUT MUST BE PLAN BY OTHERS IN 8" CURBLINE FILLED IN BETWEEN ACCORDANCE WITH 12" CONCRETE CONCRETE GRADE LINE LATERAL AND BRICK EXISTING BRICK 3 LOCAL CODES. (CHISEL "S" IN CURB AT
3 LOCAL CODES. (CHISEL "S" IN CURB AT ENCASEMENT SEWER (SIZE COLLAR SHALL BE CLASS 4" Ø CLEAN CRUSHED GRADE SERVICE LATERAL) WALL "B" CONC. 5-7% AIR STONE 45° WYE AND SHAPE 11" BRANCH PVC PIPE 5'-0" MINIMUM VARIES) ENTRAINED (TYP) SUBGRADE COMPACTED PVC PIPE COVER INFILL DOWN 45° BEND (SUPPORT AGAINST NOTES: TO 95% MODIFIED (CLEANOUT)
95% MODIFIED (CLEANOUT) SHEETING WHICH IS TO 4" Ø CLEANOUT 1. MAXIMUM DISTANCE SDR 35 PVC PROCTOR TO BE LEFT IN PLACE) SUBGRADE (SEE DETAIL) BETWEEN CLEANOUTS IS 50'. 2. INSTALL C.O. AS INDICATED 45° BEND PVC T-WYE FLOW UNDISTURBED PVC PIPE EXISTING SANITARY ON PLAN 45° BEND
45° BEND SEWER MAIN P L A N S W H I C H D O N O T B E A R SUBGRADE AN EMBOSSED SEAL ARE NOT VALID. SDR 35 PVC WYE (DIAMETER VARIES) END CAP PVC WYE OR TEE SADDLE TURNED 45° ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, FLOW
FLOW LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE SECTION A-A GRAVEL TO DEEP CONNECTION PROJECT. THEY ARE NOT INTENDED OR REPRESENTED SPRINGLINE OF TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON MINIMUM SLOPE TO SEWER E X T E N S I ON S OF T HE P R O JE C T O R O N A N Y OT HE R SDR 35 PVC ELEVATION WYE/TEE PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION MAIN TO BE 41" PER FT. OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE SANITARY SEWER SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO HUDSON ENGINEERING, LLC; AND OWNER SHALL 4 BRICK SEWER CONNECTION 5 SANITARY CLEANOUT DETAIL 6 SERVICE LATERAL DETAIL 7 SANITARY SEWER SERVICE DETAIL
6 SERVICE LATERAL DETAIL 7 SANITARY SEWER SERVICE DETAIL INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM C1.12 SCALE: N.T.S. C1.12 SCALE: N.T.S. C1.12 SCALE: N.T.S. C1.12 SCALE: N.T.S. BY CHK
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- Sep 29, 2026
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