13026 Resubmission

2" SURFACE LAYER OF OPEN GRADED FRICTION COURSE 1% MAX CROSS SLOPE (OGFC) 1% MAX CROSS SLOPE H U D S HE O ENGINEERING 4" FILTER LAYER OF EXISTING SUBGRADE CLEAN NO. 57 STONE. 4" RESERVOIR LAYER OF 34"-2 21" Ø

TING SUBGRADE CLEAN NO. 57 STONE. 4" RESERVOIR LAYER OF 34"-2 21" Ø HUDSON ENGINEERING, LLC CLEAN CRUSHED AGGREGATE 25 WEST 8TH STREET, STE B PERMEABLE PAVEMENT NOTES: BAYONNE, NEW JERSEY 07002 1. MAXIMUM SURFACE COURSE SLOPE IS 5%. 2. FILTER FABRIC IS REQUIRED ALONG THE SIDES AND BOTTOM OF THE SYSTEM. (201) 589-0906 3. POROSITY OF THE PERMEABLE ASPHALT SURFACE COURSE MUST BE 15-25% 4. POLYMER MODIFIED BINDER SHALL BE PG 64E-22. 5. PERMEABLE PAVEMENT SHALL CONFORM TO THE STANDARDS OF THE NEW JERSEY ASPHALT PAVEMENT ASSOCIATION NJAPA. DATE: 01/30/2026 01 TYPICAL PERMEABLE PAVEMENT DETAIL 02 TYPICAL DRIVEWAY PLAN JORDAN CECININI C1.04 SCALE: N.T.S. C1.04 SCALE: N.T.S.

C1.04 SCALE: N.T.S. NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 PLANNING BOARD CHAIRMAN ADA SIGNAGE PLANNING BOARD SECRETARY PLANNING BOARD ENGINEER RESERVED PARKING VAN ACCESSIBLE SIGNAGE (IF VAN

VAN APPLICABLE) ACCESSIBLE 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 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,

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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