Final Engineering 262 270 Main

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

U D S HE 110.1 O ENGINEERING

ENGINEERING 4" FILTER LAYER OF 114.6 EXISTING 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

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

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: 02/26/2026 TW:111.10 01 TYPICAL PERMEABLE PAVEMENT DETAIL JORDAN CECININI BW:104.55 TW:110.80 C1.07 SCALE: N.T.S. NJ

C1.07 SCALE: N.T.S. NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 W:6.55 BW:104.55 W:6.25 TW:111.80 TC:105.05 BW:104.55 BC:104.55 TW:111.10 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

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

PLANNING BOARD SECRETARY W:6.42 W:6.42 TC:104.15 103 TC:104.15 MAXIMUM SLOPE BC:103.65 BC:103.65 PLANNING BOARD ENGINEER 5% PARKKING C:0.50 C:0.50 TC:102.95

TC:102.95 BC:102.45 3' WIDE DROP CURB C:0.50 INTO RAIN GARDEN MAXIMUM SLOPE 5% PARKING TC:102.95 102 BC:102.45 DGA COMPACTED IN TC:102.60 MAX. 6" LIFTS C:0.50 BC:102.10

BC:102.10 EXISTING C:0.50 UNDISTURBED SOIL NOTES: PERVIOUS P L A N S W H I C H D O N O T B E A R 1. ALL MATERIAL, REPAIR STRIPS, AND EXCAVATION FOR DRIVEWAY CONSTRUCTION TO BE INCLUDED IN THE BID PAVEMENT AN EMBOSSED SEAL ARE NOT VALID.