PB 25 12 Application

WEST ORANGE ON EXTERIOR WALLS (TYP) KEY-WAY JOINT (TYP) CONCRETE MIN 3'-0" #4 INSTALLATION FOOTING (TYP) 4" MINIMUM 4" MINIMUM BARS. (2) #4 STEEL REINFORCEMENT INSTALL PROPOSED TRENCH DRAIN PER BARS, E.S., E.W. (TYP) 10" MANUFACTURER RECOMMENDATIONS 1' 12" 6" 0' 1' 2' DRAWN BY : DESIGN BY : CHECKED BY : SCALE :

0' 1' 2' DRAWN BY : DESIGN BY : CHECKED BY : SCALE : HP HP JC AS NOTED 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:

BINDING ORDER: JOB No. : C1.08 SCALE: NTS C1.08 SCALE: N.T.S C1.08 SCALE: N.T.S. JMA02P003.01 08 of 12 NOTES

H U D S HE O ENGINEERING HUDSON ENGINEERING, LLC 25 WEST 8TH STREET, STE B BAYONNE, NEW JERSEY 07002 (201) 589-0906 DATE: 11/12/2025

DATE: 11/12/2025 JORDAN CECININI NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 N SILT FENCE (SEE DETAIL D4/C1.5) LIMIT OF DISTURBANCE (± 30, 218 S.F.) INLET SEDIMENT CONTROL DEVICE (TYP) (SEE DETAIL D2/C1.5) 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

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

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM BY CHK ---- ---- ---- ---- ---- ---- ---- ----

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---- ---- SOIL STOCKPILE 22' (SEE DETAIL D3/C1.5) DATE ---- ---- ---- ---- ---- ----