A6-260116-FULL-SET-SIGNED.pdf — PaddleOCR-VL (Baidu)

PROPERTY OWNERS WITHIN 200'

PROPERTY OWNERS LIST

SUPPLIED BY THE TOWNSHIP OF JACKSON ON SEPTEMBER 8, 2022

NJ NATURAL GAS CO.P.O. BOX 1464WALL, NJ 07719JCP&L CO300 MADISON AVEMORRISTOWN, NJ 07932MONMOUTH CABLEVISION ASSOC.1501 18TH AVEWALL, NJ 07719VERIZON NEW JERSEY INC.777 PARKWAY AVETRENTON, NJ 08618D. KLEE; OWEN LITTLE & ASSOC.443 ATLANTIC CITY BLVD BEACHWOOD, NJ 08722OCEAN COUNTY PLANNING BOARD129 HOOPER AVETOMS RIVER, NJ 08753B: 22116-L: 2ARYEH ZEV GRUNEWALD7 MARYLOU CTMANALAPAN, NJ 07726B: 22401-L: 5498 WHITESVILLE ROAD LLC14 SOUTH HOPE CHAPEL RDJACKSON, NJ 08527B: 22401-L: 13THOMAS S & ANNIE SMITH520 WHITEVILLE RDJACKSON, NJ 08527B: 22401-L: 14534 WHITESVILLE LLC1609 MARTIN RDWALL, NJ 07753 B: 22401-L: 15534 WHITESVILLE LLC1609 MARTIN RDWALL, NJ 07753B: 22117-L: 8JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22117-L: 7JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22117-L: 4JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22117-L: 6JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22117-L: 5JACKSON TOWNSHIP MUA135 MANHATTAN STJACKSON, NJ 08527B: 22401-L: 8JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724B: 22401-L: 9JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724 B: 22401-L: 10JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724B: 22401-L: 11JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724B: 22401-L: 12JUSTIN LACZYNSKI28 SECOND STBRICK, NJ 08724B: 22501-L: 2OCEAN COUNTY 129 HOOPER AVETOMS RIVER, NJ 08753B: 22401-L: 6FELDCHILD LLLP313 AUTUMN RDLAKEWOOD, NJ 08701

UTILITIES NJ NATURAL GAS CO. P.O. BOX 1464 WALL, NJ 07719 JCP&L CO. 300 MADISON AVENUE MORRISTOWN, NJ 07932 MONMOUTH CABLEVISION ASSOCIATES 1501 18TH AVE WALL TOWNSHIP, NJ 07719 VERIZON NEW JERSEY INC. 777 PARKWAY AVE TRENTON, NJ 08618

PRELIMINARY/FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOTS 7-12

JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY

LOCATION MAP SOURCE: GOOGLE EARTH SCALE: 1"=250'

TAX AND ZONING MAP

SOURCE: TOWNSHIP OF JACKSON TAX MAP SCALE: 1"=250' - ZONE BOUNDARY

PM-1 (PINELANDS MANUFACTURING ZONE)	REQUIRED	EXISTING	PROPOSED*
MINIMUM LOT AREA	2 ACRES	6.38 ACRES	6.07 ACRES (4.17 AC EXCLUDING WETLANDS BUFFERS)
MINIMUM LOT FRONTAGE	200 FT	214.78 FT	214.75 FT
MINIMUM FRONT YARD SETBACK	60/100 FT	154.13 FT	113.34 FT
MINIMUM REAR YARD SETBACK	50 FT	606 FT	211.65 FT
MINIMUM SIDE YARD SETBACK	25 FT	59.54 FT	64.18 FT
MINIMUM TOTAL SIDE YARD	60 FT	236 FT	94.18 FT
MAX LOT COVERAGE	50%	5.6%	49.71%
MAX HEIGHT	50 FT	<50 FT	44.94 FT
PARKING AREA SETBACK FROM R.O.W.	20 FT	N/A	41.68 FT
PARKING AREA SETBACK ADJACENT NONRESIDENTIAL	10 FT	N/A	10 FT

TOWNSHIP BOUNDARY

ZONING DISTRICTS

PM-1: PINELANDS MANUFACTURING ZONE

PED-9: PLANNED ENVIRONMENTAL DEVELOPMENT

I: INDUSTRIAL

IMPERVIOUS COVERAGE
BUILDING	21,135.00 SF
GRAVEL	54,445.64 SF
POROUS	35,702.54 SF
PAVEMENT	18,369.58 SF
CONCRETE	1,886.68 SF
TOTAL IMPERVIOUS	131,539.44 SF
PROPERTY AREA	264,594.00 SF
PERCENT IMPERVIOUS COVERAGE	49.71%

SHEET INDEX

1 COVER SHEET

2 EXISTING CONDITIONS AND DEMOLITION PLAN

3 LAYOUT PLAN

4 GRADING PLAN

5 DRAINAGE AND UTILITY PLAN

6 STORMWATER SYSTEM PROFILES

7 LANDSCAPE PLAN

8 LANDSCAPE NOTES AND DETAILS

9 WETLANDS BUFFER RESTORATION PLAN

10 LIGHTING PLAN

11 LIGHTING DETAILS

12 TREE MANAGEMENT PLAN

13 SOIL EROSION AND SEDIMENT CONTROL PLAN

14 SOIL EROSION AND SEDIMENT CONTROL NOTES

15-17 SOIL EROSION AND SEDIMENT CONTROL DETAILS

18 SEPTIC PLAN

19 SEPTIC DETAILS

20-23 CONSTRUCTION DETAILS

24 OCEAN COUNTY CONSTRUCTION DETAILS

* AFTER ROW DEDICATION

PARKING ORDINANCE - §244-97	REQUIRED
PARKING REQUIREMENTS
BUSINESS OFFICES - 14,334 SF	1 PER 200 SF
TOTAL REQUIRED SPACES	72
STORAGE WAREHOUSE - 12,352 SF	1 PER 1,500 SF
TOTAL REQUIRED SPACES	9
EV MAKE READY	4
TOTAL PARKING
REQUIRED SPACES	81
EV MAKE READY CREDIT	(4)
ADJUSTED REQUIRED SPACES	77
TOTAL PROPOSED	97

ADA NOTES

. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 (5%) AND MAXIMUM CROSS SLOPE OF 1:48 (2%).

CURB RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.3%). LANDINGS SHALL BE PROVIDED AT EACH END OF RAMP WITH A MAXIMUM SLOPE OF 1:48 (2%).

PARKING SPACES AND AISLES SHALL HAVE A MAXIMUM CROSS SLOPE OF 1:48 (2%) IN ANY DIRECTION.

CONTRACTOR SHALL REFER TO LATEST ADA GUIDELINES AND NEW JERSEY BARRIER FREE SUBCODE FOR CURRENT DESIGN AND SLOPE CRITERIA.

<table><tr><td>3.</td><td>PARKING SPACES AND AISLES SHALL HAVE A MAXIMUM CROSS SLOPE OF 1:48 (2%) IN ANY DIRECTION.</td></tr><tr><td>4.</td><td>CONTRACTOR SHALL REFER TO LATEST ADA GUIDELINES AND NEW JERSEY BARRIER FREE SUBCODE FOR CURRENT DESIGN AND SLOPE CRITERIA.</td></tr></table>

APPROVED BY THE JACKSON TOWNSHIP PLANNING BOARD AT THE MEETING OF: ___

COUNTY ROAD NOTES

ANY UTILITY POLE TO BE RELOCATED WITHIN THE LIMITS OF THE PROPOSED ROAD WIDENING ON THE COUNTY ROAD ARE TO BE COMPLETED PRIOR TO THE ISSUANCE OF THE ROAD OPENING PERMIT FROM THE OCEAN COUNTY ENGINEER'S OFFICE.

THE DEVELOPER IS REQUIRED TO OBTAIN A ROAD OPENING PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OF ANY IMPROVEMENTS OR SOIL EROSION MEASURES WITHIN THE COUNTY RIGHT OF WAY.

THE DEVELOPER SHALL OBTAIN A LETTER OF FINAL ACCEPTANCE FROM THE OCEAN COUNTY ENGINEER FOR THE COUNTY ROAD IMPROVEMENTS PRIOR TO THE ISSUANCE OF A TCO/CO FROM THE MUNICIPALITY AND RELEASE OF ANY BOND OR OTHER FINANCIAL SURETY POSTED WITH THE MUNICIPALITY FOR THE COMPLETION OF SAID IMPROVEMENT.

COUNTY ROAD IMPROVEMENTS REQUIRED FOR THE PROJECT MUST HAVE BASE PAVEMENT COURSE INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.

CHAIRMAN	DATE
SECRETARY	DATE
ENGINEER	DATE

GENERAL NOTES

BLOCK 2240, LOTS 7-12. AS SHOWN ON TAX MAP 224. DATED 11-20-2018 JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY 2. APPLICANT AND OWNER: 510 WHITESVILLE LLC 688 CROSS STREET, SUITE A LAKEWOOD NJ 08701 732-363-5252

ZONE: PM-1 (PINELANDS MANUFACTURING ZONE)

EXISTING USE: SINGLE FAMILY RESIDENTIAL, (1,835 SF FLOOR AREA)

PROPOSED USE: OFFICE AND WAREHOUSE

EXISTING CONDITIONS SHOWN BASED ON THE FOLLOWING PLANS:

• BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY NEWLINES LAND CONSULTANTS LLC DATED 3/24/2021 LAST REVISED 2/05/2025

VERTICAL AND HORIZONTAL DATUM IS ASSUMED

GEOTECHNICAL INFORMATION SHOWN BASED ON A REPORT TITLED "PRELIMINARY SWM AREA EVALUATION PROPOSED REDEVELOPMENT 510 WHITESVILLE ROAD DATED" NOVEMBER 15, 2023, PREPARED BY WHITESTONE ASSOCIATES, INC.

IN ACCORDANCE WITH THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAPS THE SITE IS NOT LOCATED WITHIN A FLOODPLAIN.

WETLANDS AND BUFFERS SHOWN BASED ON PLAN TITLED "ENVIRONMENTAL CONSTRAINS PLAN". PREPARED BY PDS (PROFESSIONAL DESIGN SERVICES), L.L.C. DATED 01/19/23.

THE EXTENT OF THE WETLANDS TO THE SOUTHEAST OF THE SOUTH HAVE BEEN VERIFIED AND APPROVED PER PINELAND FILE No. 2014-0040.001.

THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSE OF OBTAINING MUNICIPAL AND REGULATORY APPROVAL. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS ISSUED BY PERMITTING AUTHORITIES.

ARCHITECTURAL FOOTPRINTS AND DIMENSIONS SHOWN ARE SCHEMATIC. REFER TO ARCHITECTURAL PLAN FOR DETAILED BUILDING DESIGN,

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL STATE AND FEDERAL GOVERNING AUTHORITY.

STANDARDS OF THE LOCAL STATE AND FEDERAL GOVERNING AUTHORITY. 5. DO NOT SCALE DRAWINGS WITH RESPECT TO EXISTING FEATURES. LOCATIONS OF FEATURES ARE

DO NOT SCALE DRAWINGS WITH RESPECT TO EXISTING FEATURES. LOCATIONS OF FEATURES ARE SCHEMATIC EXCEPT WHERE DIMENSIONS ARE SHOWN.

SCHEMATIC EXCEPT WHERE DIMENSIONS ARE SHOWN.

ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IF ANY

DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES.

NO DEVELOPMENT, INCLUDING CLEARING AND LAND DISTURBANCE, IS PERMITTED IN WETLANDS AND WETLAND BUFFERS

ALL DISTURBED AREAS ARE TO BE STABILIZED IN ACCORDANCE WITH THE APPROVED SOIL EROSION AND SEDIEMNT CONTROL PLANS IMMEDIATELY AFTER UPON COMPLETION OF GRADING ACTIVITIES.

SEDIEMNT CONTROL PLANS IMMEDIATELY AFTER UPON COMPLETION OF GRADING ACTIVITIES.

THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY DEMOLISHED STRUCTURES, FILL, MATERIALS OR SOLID WASTE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL ITEMS AND FEATURES WHICH ARE TO REMAIN WHETHER SHOWN ON THE DRAWINGS OR NOT.

THE CONTRACTOR SHALL PROVIDE ALL SITE SAFETY MEASURES PER STATE OF NEW JERSEY UNIFORM CONSTRUCTION CODE AND OSHA REGULATIONS.

22.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CONSTRUCTION STAKE-OUT OF PROPERTY CORNERS, BUILDINGS AND SITE IMPROVEMENTS.

THE CONTRACTOR SHALL MAINTAIN AND PROTECT TRAFFIC AS REQUIRED DURING THE COURSE OF CONSTRUCTION IN SUCH A MANNER SATISFACTORY TO THE OWNER'S FIELD REPRESENTATIVE AND ANY OTHER AUTHORITY HAVING JURISDICTION.

THE CONTRACTOR SHALL, AT THEIR EXPENSE, REPAIR OR REPLACE ALL GROUND SURFACES, PAVEMENTS, SIDEWALKS, CURBS, ETC., WHICH ARE TO REMAIN AND WHICH MAY BECOME DISTURBED OR DAMAGED DUE TO THEIR OPERATION.

TRAFFIC SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AS PUBLISHED BY THE US DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.

UTILITY NOTES:

EXISTING UTILITY INFORMATION SHOWN ON THE PLANS HAS BEEN COMPILED FROM VARIOUS SOURCES. CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF

CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.

WATER SERVICE TO BE PROVIDED FROM EXISTING WATER MAINS LOCATED ALONG PROJECT FRONTAGE OWNED AND OPERATED BY JTMUA.

WATER MAINS THRUST BLOCKS ARE TO BE INSTALLED AT ALL WATER MAIN BENDS AND FITTINGS.

SANITARY SEWER SERVICE TO PROVIDED BY ON-SITE SEPTIC SYSTEM

SANITARY SEWERS TO BE SDR-35 PVC EXCEPT AS NOTED ON PLANS. SEWER MAINS AND LATERALS TO BE INSTALLED WITH A MINIMUM OF THREE FEET OF COVER.

WATER AND SANITARY SEWER MAINS SHALL MAINTAIN A 10 FOOT SEPARATION. IF SEPARATION IS NOT POSSIBLE THE MAINS SHALL BE INSTALLED IN SEPARATE TRENCHES WITH THE SEWER MAIN INSTALLED A MINIMUM OF 18" BELOW THE WATER MAIN. OTHERWISE SANITARY SEWER TO BE INSTALLED USING DUCTILE IRON PIPE AND WATER TIGHT JOINTS.

IRON PIPE AND WATER TIGHT JOINTS.

STORM SEWERS SHALL BE GASKETED CLASS III REINFORCED CONCRETE PIPE (RCP) GASKETED OR GASKETED HIGH DENSITY PLOYETHYLENE (HDPE)) AS SHOWN ON THE PLANS. INSTALLATION AND COVER SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

ANY STORMWATER INFILTRATION BASIN LOCATED WITHIN SOIL WITH A PERMEABILITY RATE LESS THAN 20"/HOUR SHOULD HAVE 3' OF SOIL BENEATH THE BOTTOM OF THE BASIN REMOVED AND REPLACED BY SOIL WITH A PERMEABILITY RATE OF 20"/HOUR.

ALL ROOF LEADERS SHALL HAVE LEAF SCREEN PRETREATMENT DEVICES INSTALLED.

ALL ROOF LEADERS SHALL HAVE LEAF SCREEN PRE-TREATMENT DEVICES INSTALLED.

CONTRACTOR TO REVIEW TO DETERMINE IE OVERSIZED DRAINAGE STRUCTURES ARE REQUIRED

PIPE LENGTHS SHOWN ON PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

ELECTRIC, TELECOMMUNICATION AND GAS LINES TO BE INSTALLED UNDERGROUND PER UTILITY COMPANY REQUIREMENTS. UTILITY LAYOUTS SHOWN ON PLANS ARE SCHEMATIC. FINAL DESIGN PLANS TO BE COMPLETED BY UTILITY COMPANIES.

PROJECT NOTES

TRASH AND RECYCLING WILL BE COLLECTED BY PRIVATE HAULLER

JNOCCUPIED OPEN SPACE 99,041 SF (2.27 ACRE)

ADDRESS SIGNAGE SHALL BE ERECTED AT THE ENTRANCE OF THE PROPOSED LOCATION ON WHITESVILL ROAD, AND VISIBLE FROM STREET VIEW. ADDRESS IDENTICIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS/ ALPHABETICAL LETTERS. EACH CHARACTER SHALL BE A MINIMUM OF 4 INCHES TALL AND MINIMUM WIDTH OF 1/2 INCH.

AN EMERGENCY KEY LOCK BOX SHALL BE INSTALLED ON EACH PROPOSED BUILDING, IN ACCORDANCE WITH THE TOWNSHIP OF JACKSON CODE CHAPETER 204. AT A LOCATION DETERMINED BY THE FIRE OFFICIAL.

THE TOWNSHIP OF JACKSON CODE CHAPETER 204, AT A LOCATION DETERMINED BY THE FIRE OFFICIAL. 5. ALL REQUIRED FIRE SUPPRESION SYSTEM PLANS FOR THE PROPOSED BUILDINGS SHALL BE SUBMITTED AFTER ALL REQUIREMENTS NOTED BY UCC OFFICIALS ARE MET. ONCE SUBMITTED, THE BUREAU OF FIRE PREVENTION DIST. #2 OF JACKSON TOWNSHIP WILL REVIEW AND ADD OR CORRECT LOCATIONS FOR FIRE HYDRANTS.

LIGHTWEIGHT TRUSS SIGNS SHALL BE PERMANENTLY AFFIXED TO THE LEFT OF THE MAIN ENTRANCE DOOR OF EACH PROPOSED BUILDING AT A HEIGHT BETWEEN FOUR AND SIX FEET ABOV ETHE GROUND.

THE PROPOSED BUILDINGS SHALL MEET THE REQUIREMENTS FOR IFC SECTION 510. ALL TESTING RESULTS SHALL BE SUBMITTED TO THE BUREAU OF FIRE PREVENTION DIST. #2 OF THE JACKSON TOWNSHIP. ALL TESTING AND INSTALLATION OF A REQUIRED BI-DIRECTIONAL AMPLIFIER SYSTEM SHALL BE DONE IN CONSULTATION OF THE BUREAU OF FIRE PREVENTION DIST. #2 OF THE JACKSON TOWNSHIP AND THE OCEAN COUNTY DIVISION OF WIRELESS TECHNOLOGY.

EACH PROPOSED UNIT SHALL BE LABELED WITH THE UNIT NUMBER ON THE EXTERIOR OF BOTH THE FRONT AND REAR, IF APPLICABLE, EGRESS DOORS.

. ALL GAS AND ELECTRIC METERS SHALL BE LABELED CORRESPONDING TO THE BUSINESS TENANT UNIT NUMBERS.

POWER DISCONNECTS SHALL BE PROVIDED FOR ALL PROPOSED SPACES, MARKED WITH APPROPRIATE SIGNAGE, AND EQUIPPED WITH ONE KNOX REMOTE POWER BOX (RED) WITH A DUAL KEY DISCONNECT PER MAIN POWER SOURCE FEEDING THE EV CHARGING STATIONS. THE DISCONNECT SHALL BE MOUNTED AT T A HEIGHT OF 60" FROM GRADE. A SIGN WITH RED BACKROUND AND 2" WHITE REFLECTIVE LETTERING STATING "FD EMERGENCY SHUTOFF- ELECTRIC VEHICLE CHARGING STATION" SHALL BE INSTALLED AT EACH DISCONNECT.

DURING CONSTRUCTION THE DEVELOPER OR GENERAL CONTRACTOR SHALL COMPLY WITH THE NJ UFC CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION, IN PARTICULAR, BUT NOT LIMITED TO, FIRE ACCESS TO THE SITES UNDER CONSTRUCTION, HOT WORK OPERATIONS, APPROVED SMOKING AREA, FLAMMABLE GASES, TEMPORARY HEATING EQUIPMENT, FLAMMABLE AND COMBUSTIBLE LIQUIDS, WATER SUPPLY, AND ANY OTHER PRECAUTIONS AGAINST FIRE, AS REQUIRED BY THE FIRE OFFICIAL.

SOIL IMPORT (IF REQUIRED) SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 364 (SOIL/FILIPORTATION).

ALL SITE LIGHTING WILL BE ADJUSTED AS MAY BE DIRECTED BY THE TOWNSHIP/INSPECTING ENGINEER SHOULD UNANTICPATED OFFSITE LIGHTING IMPACTS RESULT FROM THE DEVELOPMENT WHICH IS PROPOSED.

ADDITIONAL LANDSCAPE PLANTINGS WILL BE PROVIDED AS MAY BE DIRECTED BY THE INSPECTING ENGINEER SHOULD THE PRESERVATION OF EXISTING VEGETATION BE INADEQUATE TO PROVIDE PROPER SCREENING.

SCREENING.

THE SITE WILL REQUIRE 1725.71 CY OF FILL.

WAIVERS OR VARIANCES ARE REQUIRED FROM THE FOLLOWING ORDINANCE SECTIONS AS DETERMINED BY THE BOARD:

§ 244-203A WHERE SIDEWALKS SHALL BE REQUIRED ALONG ALL STREET FRONTAGES AND THERE IS NO SIDEWALK PROPOSED ALONG WHITESVILLE ROAD. § 244-197H WHERE ALL PARKING AREAS SHALL PROVIDE PAVEMENT, WHEREAS THE PARKING AREAS AND CIRCULATION AISLES AT THE REAR OF THE SITE IS GRAVEL WITH PORTIONS OF POROUS PAVEMENT § 244-197J-(2)-(a)-(2)-(c) WHERE NO PARKING SHALL UTILIZE THE REQUIRED ENTRANCE AND EXIT DRIVES OR MAJOR CIRCULATION DRIVES AS PARKING ACCESS AISLES, WHEREAS THE PARKING ALONG THE NORTH PROPERTY LINE ACCESSES THE MAIN CIRCULATION DRIVE. § 244-197J-(1)-(f) WHERE LIGHTING IS REQUIRED FOR ALL PARKING LOTS AND SHALL PROVIDE A MINIMUM LIGHTING LEVEL OF 0.5 FOOTCANDLES THROUGHOUT THE PARKING AREA AND ACCESS DRIVES, WHEREAS NO LIGHTING IS PROPOSED FOR THE VEHICLE PARKING AREA FOR THE WAREHOUSE, THE CIRCULATION DRIVES, AND THE AREA FOR THE OUTDOOR STORAGE.

REVISED PER AGENCY COMMENTS 01/15/26 ZF

REVISED PER COUNTY AND SCD COMMENTS 07/31/25 ZF

REVISED PER COUNTY AND SCD COMMENTS 06/05/25 ZF

NO. REVISION DATE BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

Civil Core

CONSULTING

CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701

NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY

NEW JERSEY

DRAWING TITLE:

COVER SHEET

PROJECT NO. 23089

DATE 01/22/25 DRAWN BY HH CHECKED BY YP

Digitally signed by Yosef Portnoy Date: 2026.01.19 11:33:34-05'00' SCALE AS NOTED

SHEET NO. 1 OF 24

YOSEF PORTNOY LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

YOSEF PORTNOY