JMA02P00301 262 270 MAIN STREET

2. CIRCULAR HOLE SAWS WHICH ARE APPROPRIATELY SIZED OR INFILL WITH HAND DRILLS MUST BE USED TO MAKE THE OPENINGS IN THE 25 WEST 8TH STREET, STE B MAIN NON-METALLIC, EXISTING SEWER TO RECEIVE THE ASSEMBLY. THE DIAMTER BAYONNE, NEW JERSEY 07002 NON-SHRINK OF THE HOLE IN THE SEWER MAIN TO ACCEPT THE NEW (201) 589-0906 GROUT LATERAL SHALL BE NO MORE THAN 81"-INCH WIDER THAT THE PIPE TO BE INSERTED INTO THE SEWER. EXISTING OR NEW REINFORCED STAINLESS STEEL STRAP, BOLTS AND

GASKET SEWER MAIN CONCRETE PIPE. NUTS HOLDING SADDLE TO LINER A (DIAMETER VARIES) TEE SADDLE WYE SADDLE DATE: 05/26/2026 JORDAN CECININI 1 RISER CLAMP DETAIL 2 CONCRETE SEWER CONNECTION 3 PVC, CLAY, OR IRON SEWER CONNECTION NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 C1.12 SCALE: N.T.S.

NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 C1.12 SCALE: N.T.S. C1.12 SCALE: N.T.S. C1.12 SCALE: N.T.S. SCREW STAINLESS STEEL CLEAVIS HANGER CAP MARKED "SEWER" 12" THIS SECTION OF PIPE TO BE INSTALLED CURB OR CURBLINE TYPE PLUG PLANNING BOARD CHAIRMAN SANITARY WHEN ORDERED BY THE ENGINEER. BUT SEWER MAIN

SEWER MAIN GRADE ONLY AFTER THE TRENCH HAS BEEN FINISH GRADE SAWCUT HOLE IN EXISTING SEWER COMPLETELY BACKFILLED AND HAS HAD PROPOSED PIPE PVC PIPE 2' A A TIME TO SETTLE PLUG VARIES

VARIES PLANNING BOARD SECRETARY SECURE CASTING IN PLACE CAMPBELL FOUNDRY CASTING 45° 4155 OR APPROVED EQUAL LATERAL PLAN WITH MORTAR AROUND ENTIRE PERIMETER OF CASTING T-WYE NON-SHRINK, 8" (CLEANOUT) PROPERTY NON-METALLIC BEYOND THIS POINT

BEYOND 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