Supporting Documentation · May 6, 2026
13026 Resubmission
0e7392dd7d594406a7ef76abd40438d954e383491ee5ec94505f00a12f9db01dIndexed text
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
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
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"
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.
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.
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.
.T.S C1.08 SCALE: N.T.S. JMA02P003.01 08 of 12 NOTES
H U D S HE O ENGINEERING HUDSON ENGINEERING, LLC
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)
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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- Sep 29, 2026
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