JMA02P00301 262 270 MAIN STREET

FOOTING (TYP) 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

HP HP 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

JOB No. : C1.08 SCALE: NTS C1.08 SCALE: N.T.S C1.08 SCALE: N.T.S. JMA02P003.01 08 of 15 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: 05/26/2026 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.

ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON 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 PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO HUDSON ENGINEERING, LLC; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING

EXPENSES ARISING OUT OF OR RESULTING THEREFROM SOIL STOCKPILE 22' (SEE DETAIL D3/C1.5) BY CHK ---- ---- ----

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