JMA02P00301 262 270 MAIN STREET

2" SURFACE LAYER OF OPEN GRADED FRICTION COURSE 1% MAX CROSS SLOPE (OGFC) 1% MAX CROSS SLOPE H

U D S HE 110.1 O

ENGINEERING 4" FILTER LAYER OF 114.6 EXISTING SUBGRADE CLEAN NO. 57 STONE. 4" RESERVOIR LAYER OF 34"-2 21" Ø HUDSON ENGINEERING, LLC

HUDSON ENGINEERING, LLC CLEAN CRUSHED AGGREGATE 25 WEST 8TH STREET, STE B PERMEABLE PAVEMENT NOTES: BAYONNE, NEW JERSEY 07002 107.5 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 01 ASSOCIATION NJAPA. DATE: 05/26/2026 TW:111.10 01 TYPICAL

01 TYPICAL PERMEABLE PAVEMENT DETAIL JORDAN CECININI BW:104.55 TW:110.80 OUTLET CONTROL C1.07 SCALE: N.T.S. NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 W:6.55 BW:104.55 STRUCTURE B2 W:6.25 TW:111.80 TC:105.05 GR ELEV. = 103.75 BW:104.55 BC:104.55 TW:111.10 INVERT ELEV. = 96.50 MIN. 2" SURFACE COURSE

MIN. 2" SURFACE COURSE W:7.25 C:0.50 BW:104.55 TC:105.05 (HMA 9.5M64) W:6.55 BC:104.55 C:0.50 MIN. 5" BITUMINOUS PLANNING BOARD CHAIRMAN 104 STABILIZED BASE 104.1

(HMA 19M64) TC:106.60 BC:106.10 TW:110.92 TW:110.92 1% MAX CROSS SLOPE C:0.50 BW:104.50 BW:104.50 PLANNING BOARD SECRETARY OVERFLOW W:6.42 W:6.42 CATCHMENT GRATE GR ELEV. = 103.75 TC:104.15 103 INVERT ELEV. = 97.00 TC:104.15 BC:103.65

TC:104.15 BC:103.65 BC:103.65 C:0.50 PLANNING BOARD ENGINEER C:0.50 TC:102.95 BC:102.45 C:0.50 TC:102.95 MAXIMUM SLOPE BC:102.45 5% PARKING C:0.50

C:0.50 102 DGA COMPACTED IN MAXIMUM SLOPE TC:102.60 5% PARKKING MAX. 6" LIFTS BC:102.10 EXISTING C:0.50 UNDISTURBED SOIL 59 LF 15"Ø RCP PIPE POROUS PAVEMENT B NOTES: