PB 25 12 Application

1" CLEAR AROUND PVC BY OTHERS IN GROUT MUST BE 8" PLAN FILLED IN BETWEEN ACCORDANCE WITH 12" CURBLINE CONCRETE CONCRETE GRADE LINE LATERAL AND BRICK EXISTING BRICK 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

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) SHEETING WHICH IS TO 4" Ø CLEANOUT 1. MAXIMUM DISTANCE SDR 35 PVC PROCTOR TO BE LEFT IN PLACE) SUBGRADE

E) 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 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

SDR 35 PVC WYE (DIAMETER VARIES) END CAP PVC WYE OR TEE SADDLE TURNED 45° ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, 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 MAIN TO BE 41" PER FT. OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE SANITARY SEWER SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE

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 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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---- ---- SIDEWALK 12" MIN. CURB LINE ---- ----