Siad topographical survey from Schmidt5282026

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:

59 LF 15"Ø RCP PIPE POROUS PAVEMENT B NOTES: @ 0.5% SLOPE TOP OF STORAGE ELEV. = 99.50 1. ALL MATERIAL, REPAIR STRIPS, AND EXCAVATION FOR DRIVEWAY CONSTRUCTION TO BE INCLUDED IN THE BID 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. BOTTOM OF STORAGE ELEV. = 97.00 PRICE FOR HMA DRIVEWAY, CONCRETE DRIVEWAY, OR CONCRETE CURB. 100.4 2. USE HMA SURFACE COURSE FOR HMA DRIVEWAY. MANHOLE #1 3. CONSTRUCT 5 FEET LONG DRIVEWAY UNLESS OTHERWISE SHOWN ON PLANS OR AS DIRECTED. ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING,

EET LONG DRIVEWAY UNLESS OTHERWISE SHOWN ON PLANS OR AS DIRECTED. ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, 101 RIM 100.95 4. MAINTAIN EXISTING DIRECTION OF FLOW ON DRIVEWAY. LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE 100.95 PROJECT. THEY ARE NOT INTENDED OR REPRESENTED INV. 96.21 MAXIMUM SLOPE 5. USE DENSE GRADED AGGREGATE BASE COURSE TO PROVIDE TEMPORARY ACCESS DURING DRIVEWAY TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON