Supporting Documentation · Jun 3, 2026
Siad topographical survey from Schmidt5282026
ae89c9c7a7b505c8597b51579cbebc19ebebdfaa6fb3c2a0f62d68e43c7dd485Indexed text · page 4
Show all pages1" 52 H U 4' CONCRETE FILLED 5.5" SCHEDULE 40 STEEL PIPE CONCRETE FILLED 5.5" 1' 1" 52 D S HE EXISTING GRADE A
HE EXISTING GRADE A A SCHEDULE 40 STEEL PIPE O ENCASE STEEL PIPE IN CONCRETE ENGINEERING AND EMBED 3 FEET 3' INTO EXISTING HUDSON ENGINEERING, LLC SURFACE. ENCASE STEEL 25 WEST 8TH STREET, STE B PIPE IN CONCRETE AND EMBED 3 FEET BAYONNE, NEW JERSEY 07002 EXISTING SOIL EXISTING SOIL INTO EXISTING
EXISTING SOIL INTO EXISTING (201) 589-0906 SURFACE. 1' 1 TYPICAL BOLLARD INSTALLATION ELEVATION SECTION A-A DATE: 05/26/2026 C1.04 SCALE: AS NOTED SCALE: 1/2"=1' SCALE: 1"=1' JORDAN CECININI NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 PLANNING BOARD CHAIRMAN ADA SIGNAGE PLANNING BOARD SECRETARY
SIGNAGE PLANNING BOARD SECRETARY PLANNING BOARD ENGINEER RESERVED PARKING VAN ACCESSIBLE SIGNAGE (IF VAN APPLICABLE) ACCESSIBLE P L A N S W H I C H D O N O T B E A R
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. 80" MIN 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
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 THEREFROM BY CHK ---- ---- ---- ----
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- Sep 29, 2026
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