13026 Resubmission

JORDAN CECININI 5. ALL BIORETENTION MEDIA SHALL BE PLACED FROM THE SIDES OF THE FACILITIES, AND IN NO EVENT SHALL ANY TRACKED OR WHEELED EQUIPMENT BE PERMITTED TO CROSS THE RAIN GARDEN. NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 6. RAIN GARDEN SHALL BE CONSTRUCTED TO DIMENSIONS INDICATED ON THE SITE PLAN. 7. 3-5 INCH DELAWARE RIVER STONE SHALL BE USED FOR STONE CHANNEL AND INLET/OUTLET PROTECTION. 8. NON-DYED, TRIPLE-SHREDDED HARDWOOD MULCH SHALL BE USED. 9. RAIN GARDEN SHALL BE PLANTED WITH 1 QUART JUNCUS EFFUSUS 3 FOOT O.C. 10. THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007 OR LATEST VERSION. PLANNING BOARD CHAIRMAN

PLANNING BOARD CHAIRMAN PLANNING BOARD SECRETARY 2 RAIN GARDEN CROSS-SECTION PLANNING BOARD ENGINEER C1.08 SCALE: NTS B C #4 TRANSVERSE REINFORCEMENT SPACED 16" C-C, DOWELED INTO FULLY GROUTED CMU BLOCK CELL ON EITHER END (TYP) A

A (3) #4 LONGITUDINAL REINFORCEMENT, 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. E.S., DOWELED INTO FULLY GROUTED CMU BLOCK CELL AT TOP CONNECTION AND DOWELED INTO FOOTING AT BOTTOM CONCRETE ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, CONNECTION STAIRCASE LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED (TYP) TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON 2" (TYP) 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 2" (TYP) 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 10" INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, 1" 1' LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND MIN (TYP.) EXPENSES ARISING OUT OF OR RESULTING THEREFROM (TYP)

(TYP) 6" BY CHK ---- ---- ---- ----

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---- ---- ---- ---- A #4 STEEL 734" MAX ----

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