Final Engineering 262 270 Main

HUBBED FITTING 4" CONCRETE 6" MIN 45° H COVER CLASS "B" CONCRETE U RISER CLAMP NOTES: 1. WHERE A SEWER LATERAL IS TO CONNECT TO A SEWER CONSTRUCTED OF BRICK OR OTHER SUITABLE MATERIAL, AN CIRCULAR SAWCUT HOLE TO FIT PROPOSED PIPE. GROUT AROUND

PROPOSED PIPE. GROUT AROUND OPENING WITH NON-SHRINK, NON-METALLIC GROUT. BOTTOM OF PIPE TRENCH EXISTING SEWER MAIN DIAMETER VARIES. D

S HE ASSEMBLY CONSISTING OF A HUBBED FITTING AND RISER CLAMP WILL BE USED. THE RISER CLAMP SHALL BE SET SO SEWER LINER EXISTING SEWER MAIN O

SEWER MAIN O A PIPE THAT THE LENGTH OF PIPE INSERTED INTO THE SEWER IS NEW SERVICE EQUAL TO THE THICKNESS OF THE MAIN AS SHOWN IN THE DETAIL. THE ENTIRE CIRCUMFERENCE OF THE ASSEMBLY 90° OR LESS UNDISTURBED CONNECTION 6" MIN

CONNECTION 6" MIN SECTION A-A 6" MIN ENGINEERING SHALL BE INFILLED WITH NON-SHRINK, NON-METALLIC GROUT SOIL 45° THICKNESS TO SECURE IN PLACE. HUDSON ENGINEERING, LLC OF SEWER 2. CIRCULAR HOLE SAWS WHICH ARE APPROPRIATELY SIZED OR INFILL WITH HAND DRILLS MUST BE USED TO MAKE THE OPENINGS IN

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: 02/26/2026 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