Final Engineering 262 270 Main

VAL, WHERE NECESSARY, WILL BE DONE TO TRUNK OR MAIN BRANCH. 6" DEPTH WOOD CKIP MULCH 5. ALL TREES INSIDE THE LIMIT OF DISTURBANCE TO BE PRESERVED MUST BE PROTECTED WITH ORANGE TREE PROTECTION FENCE. LANDSCAPE FABRIC 6. PROTECT TREE DRIPLINE ROOT AREA. ANY CHANGE MUST BE FORWARDED (PRIOR TO WORK DRAWN BY : DESIGN BY : CHECKED BY : SCALE : STREET 7. FENCE MUST REMAIN AND BE MAINTAINED THROUGH DURATION OF CONSTRUCTION. CURB STEEL ANCHORS, TYP OF 4, EXISTING SUBGRADE HP HP JC AS NOTED SEE ENLARGEMENT

SHEET #: 4 TYPICAL TREE PROTECTION DETAILS DATE : 05/15/2025 C1.06 BINDING ORDER:

BINDING ORDER: JOB No. : C1.06 SCALE: N.T.S JMA02P003.01 06 of 13

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