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Supporting Documentation · May 6, 2026

13026 Resubmission

Preserved file SHA-2560e7392dd7d594406a7ef76abd40438d954e383491ee5ec94505f00a12f9db01d

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NEW JERSEY CONCRETE SLAB/ GRADE PAVERS (3) #4 LONGITUDINAL #4 STEEL NOSING REINFORCEMENT, E.S., REINFORCEMENT (TYP) LANDSCAPING DETAILS DOWELED INTO FULLY 262-270 MAIN ST SITE REDEVLOPMENT GROUTED CMU BLOCK

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GROUTED CMU BLOCK CELL AT TOP CONNECTION AND DOWELED INTO FOOTING AT BOTTOM JORGE MASTROPIETRO ARCHITECTS BEDDING LAYER CONNECTION (TYP) INFILL INSIDE OF STAIRS WITH CLEAN SPOILS. SITE CIVIL DESIGN

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SITE CIVIL DESIGN DEPTH #4 REINFORCEMENT @ VARIES 16" O.C., E.S., PARTIALLY GROUTED 8" CMU BLOCK WALL (TYP) SOIL SUBBASE. ESSEX COMPACTED EARTH CMU GROUT INFILL. EVERY OTHER CELL (50% OF ALL CELLS) TO BE FULLY GROUTED (TYP) 4"

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FULLY GROUTED (TYP) 4" FIN. GRADE EL. FIN. GRADE EL. MINIMUM INSTALL WIRE-MESH REINFORCED 1/4" PARGING WEST ORANGE ON EXTERIOR WALLS (TYP) KEY-WAY JOINT (TYP) CONCRETE MIN 3'-0" #4 INSTALLATION FOOTING (TYP) 4" MINIMUM 4" MINIMUM BARS.

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4" MINIMUM 4" MINIMUM BARS. (2) #4 STEEL REINFORCEMENT NOTES: BARS, E.S., E.W. (TYP) 10" 1. INSTALL PROPOSED TRENCH DRAIN PER MANUFACTURER RECOMMENDATIONS. 2. 600 SERIES GRATES ARE RATED FOR DIN LOAD CLASS C (DELIVERY TRUCK). 1' 12" 6" 0' 1' 2' DRAWN BY : DESIGN BY : CHECKED BY : SCALE : 2.1. PROPOSED TRENCH DRAIN IS ADEQUATE HP HP JC AS NOTED FOR VEHICLE LOADING.

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JC AS NOTED FOR VEHICLE LOADING. SECTION A-A SCALE: 1" = 1'-0" DATE : SHEET #: C1.08 5 CLEAN OUT DETAIL 6 TYPICAL TRENCH DRAIN DETAIL 7 CMU CONCRETE STAIRCASE DETAIL SCALE: NTS 05/15/2025 BINDING ORDER: JOB No. : C1.08 SCALE: NTS C1.08 SCALE: N.T.S C1.08 SCALE: N.T.S.

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.T.S C1.08 SCALE: N.T.S. JMA02P003.01 08 of 12 NOTES

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H U D S HE O ENGINEERING HUDSON ENGINEERING, LLC

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HUDSON ENGINEERING, LLC 25 WEST 8TH STREET, STE B BAYONNE, NEW JERSEY 07002 (201) 589-0906 DATE: 01/30/2026 JORDAN CECININI N NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 SILT FENCE (SEE DETAIL D4/C1.5)

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SILT FENCE (SEE DETAIL D4/C1.5) PLANNING BOARD CHAIRMAN LIMIT OF DISTURBANCE (± 30, 218 S.F.) PLANNING BOARD SECRETARY INLET SEDIMENT CONTROL DEVICE (TYP) (SEE DETAIL D2/C1.5) PLANNING BOARD ENGINEER P L A N S W H I C H D O N O T B E A R AN EMBOSSED SEAL ARE NOT VALID.

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