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THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DES SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROHIBITED IN THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.

H:\PROJECTS\323617 < 323617 S01 COVER >

PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22203 - LOT 11

TOWNSHIP OF JACKSON

OCEAN COUNTY

NEW JERSEY

PROPERTY OWNERS LIST

SUPPLIED BY THE TOWNSHIP OF JACKSON ON NOVEMBER 28, 2023

BLOCK & LOT	NAME	ADDRESS	CITY, STATE, ZIP
	NJ NATURAL GAS CO	PO BOX 1464	WALL NJ 07719
	JCP & L CO	300 MADISON AVENUE	MORRISTOWN NJ 07932
	MONMOUTH CABLEVISION ASSOC	1501 18TH AVENUE	WALL TOWNSHIP NJ 07719
	VERIZON NEW JERSEY INC	777 PARKWAY AVENUE	TRENTON NJ 08618
B 22203 L 14	STONY BROOK LLC	207 STONY BROOK ROAD	HOPEWELL NJ 08525
B 22203 L 21	TOWNSHIP OF JACKSON	95 W VETERANS HIGHWAY	JACKSON NJ 08527
B 22203 L 24	CDR WHITESVILLE LLC	577 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 4	CDR WHITESVILLE LLC	578 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 6	CDR WHITESVILLE LLC	579 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 21913 L 9	CDR WHITESVILLE LLC	580 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 8	CDR WHITESVILLE LLC	581 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 18	CDR WHITESVILLE LLC	582 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 17	TOWNSHIP OF JACKSON	95 W VETERANS HIGHWAY	JACKSON NJ 08527
B 22203 L 12	CDR WHITESVILLE LLC	582 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 20	CDR WHITESVILLE LLC	583 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 21913 L 14	CDR WHITESVILLE LLC	584 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 23	CDR WHITESVILLE LLC	585 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 22	CDR WHITESVILLE LLC	586 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 19	CDR WHITESVILLE LLC	587 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22301 L 14	CDR WHITESVILLE LLC	588 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 28	WHITING PINES CORP INC	PO BOX 109	LAKEWOOD NJ 08701
B 22203 L 1	CDR WHITESVILLE LLC	587 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 3	CDR WHITESVILLE LLC	588 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 15	STONY BROOK LLC	207 STONY BROOK ROAD	HOPEWELL NJ 08525
B 22203 L 27	WHITING PINES CORP INC	PO BOX 109	LAKEWOOD NJ 08701
B 22101 L 16	CDR WHITESVILLE LLC	587 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 32	CDR WHITESVILLE LLC	588 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 12	VISCONI DAVID J AND DEBORAH M	441 WHITESVILLE ROAD	JACKSON NJ 08527
B 21913 L 19	WHITING PINES CORP INC	PO BOX 109	LAKEWOOD NJ 08701
B 22203 L 20	CDR WHITESVILLE LLC	587 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 7	CDR WHITESVILLE LLC	588 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22301 L 11	WHITING PINES CORP INC	PO BOX 109	LAKEWOOD NJ 08701
B 22204 L 15	CDR WHITESVILLE LLC	585 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22301 L 30	CDR WHITESVILLE LLC	586 S HOPE CHAPEL ROAD	JACKSON NJ 08527

B 22101 L 17	CDR WHITESVILLE LLC	587 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22001 L 11	LINTUS JEFFREY D	412 WHITESVILLE ROAD	JACKSON NJ 08527
B 22203 L 1	MANDEL KAREN	PO BOX 109	LAKEWOOD NJ 08701
B 21913 L 13	PLATINUM SELLERS HOLDINGS LLC	2 ESTI CIRCLE	LAKEWOOD NJ 08701
B 21913 L 16	CDR WHITESVILLE LLC	583 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 1	CDR WHITESVILLE LLC	584 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 33	CDR WHITESVILLE LLC	585 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22301 L 9	CDR WHITESVILLE LLC	586 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 13	CDR WHITESVILLE LLC	587 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 29	WHITING PINES CORP INC	PO BOX 109	LAKEWOOD NJ 08701
B 22203 L 13	JOHNSON JAMES R JR ETALS	577 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 12	LINTUS JEFFREY D	412 WHITESVILLE ROAD	JACKSON NJ 08527
B 22203 L 26	CDR WHITESVILLE LLC	583 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 2	CDR WHITESVILLE LLC	584 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22205 L 25	CDR WHITESVILLE LLC	585 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 4	CDR WHITESVILLE LLC	586 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 10	CDR WHITESVILLE LLC	587 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 18	WHITING PINES CORP INC	PO BOX 109	LAKEWOOD NJ 08701
B 22205 L 8	CDR WHITESVILLE LLC	583 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 5	CDR WHITESVILLE LLC	584 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22203 L 31	CDR WHITESVILLE LLC	585 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 1	JOHNSON JAMES R JR ETALS	577 S HOPE CHAPEL ROAD	JACKSON NJ 08527
B 22101 L 15	CDR WHITESVILLE LLC	587 S HOPE CHAPEL ROAD	JACKSON NJ 08527

Sheet No.	Description	No. of Sheets	Description
SHEET INDEX		SUPPLEMENTAL DRAWINGS
1	COVER SHEET	1 - 5	SOIL EROSION AND SEDIMENT CONTROL PLANS
2	DEMOLITION PLAN
3	SITE PLAN
4	GRADING & STORM DRAINAGE PLAN	LAND USE ZONE
5	UTILITY PLAN	INDUSTRIAL
6	TRAFFIC SIGNAGE & STRIPING PLAN	PM-1 PINELANDS MANUFACTURING
7	LIGHTING PLAN	R-1 SINGLE FAMILY RESIDENTIAL
8	LANDSCAPE PLAN	LAND USE
9	LANDSCAPE DETAILS	COMMERCIAL
10	CONSTRUCTION DETAILS - SITE	RESIDENTIAL
11	CONSTRUCTION DETAILS - STORMWATER	PUBLIC
12	CONSTRUCTION DETAILS - STORMWATER	VACANT
13	CONSTRUCTION DETAILS - UTILITY
14	PRE-DEVELOPMENT DRAINAGE AREA MAP
15	POST DEVELOPMENT DRAINAGE AREA MAP

APPROVED BY: THE JACKSON TOWNSHIP PLANNING BOARD

BOARD CHAIRMAN	DATE
BOARD SECRETARY	DATE
BOARD ENGINEER	DATE

GENERAL NOTES

PROPERTY IS KNOWN AS TAX LOT 11 IN BLOCK 22203 AS SHOWN ON THE JACKSON TOWNSHIP TAX MAP SHEET 222 AND CONTAINS 5.01 ACRES.

OUTBOUND INFORMATION TAKEN FROM A MAP ENTITLED "SURVEY OF PROPERTY, BLOCK 22203 - LOT 11, 427 - 429 WHITESVILLE ROAD, JACKSON TOWNSHIP, OCEAN COUNTY, NEW JERSEY" AS PREPARED BY NEWLINES ENGINEERING AND SURVEY, DATED AUGUST 26, 2021. TOPOGRAPHIC INFORMATION TAKEN FROM A MAP ENTITLED "TOPOGRAPHIC SURVEY FOR TAX BLOCK 22203 TAX LOT 11, TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY" AS PREPARED BY PROFESSIONAL DESIGN SERVICES LLC, DATED MARCH 24, 2023. TOPOGRAPHIC INFORMATION SHOWN HEREON IS IN GEODETIC DATUM (N.A.V.D. 1988).

THE PROPERTY IS CURRENTLY LOCATED WITHIN THE INDUSTRIAL ZONE WITHIN THE CONSERVATION PLANNING DISTRICT OVERLAY.

THE FOLLOWING USES ARE PROPOSED AS PERMITTED IN THE I ZONE PURSUANT TO 244-63 OF THE JACKSON TOWNSHIP LAND USE ORDINANCE.

PERMITTED PRINCIPAL USES OF BUILDINGS AND STRUCTURES ARE AS FOLLOWS.

WAREHOUSING OR STORAGE OF GOODS AND PRODUCTS, PROVIDED:

NO GOODS ARE SOLD RETAIL FROM THE PREMISES.

B.ALL ITEMS ARE STORED WITHIN A COMPLETELY ENCLOSED BUILDING; AND

THE WAREHOUSING OR STORAGE OF HAZARDOUS CHEMICALS SHALL BE PROHIBITED.

CONTRACTOR'S OR CRAFTSMAN'S SHOP OR EQUIPMENT STORAGE AREA, INCLUDING GENERAL REPAIR SHOP, EXCEPT AUTOMOBILE DISMANTLING OR CANNIBALIZING

WHOLESALE BUILDING MATERIAL SUPPLY YARDS, YARDS OF CONTRACTORS IN THE CONSTRUCTION AND BUILDING TRADES AND SIMILAR OPERATIONS REQUIRING BULK STORAGE OF MATERIALS AND EQUIPMENT, SUCH AS BUILDING CONSTRUCTION SUPPLIES AND THE EQUIPMENT, VEHICLES AND SUPPLIES OF HEAVY EQUIPMENT CONTRACTORS.

THE PROJECT WILL ALSO COMPLY WITH THE “OTHER PROVISIONS AND REQUIREMENTS” CONTAINED IN SECTION 244 - 63E AS FOLLOWS:

EACH USE LOCATED IN THE I ZONE SHALL PROVIDE TRUCK LOADING AND UNLOADING FACILITIES ON THE SAME LOT AND IN OTHER THAN THE REQUIRED FRONT YARD SO AS TO PERMIT THE TRANSFER OF GOODS IN OTHER THAN A PUBLIC STREET. THE SITE CONTAINS ADEQUATE LOADING FACILITIES ON-SITE AND NO PUBLIC STREET WILL BE UTILIZED.

NO REQUIRED OFF-STREET LOADING AREAS SHALL BE LOCATED IN ANY REQUIRED FRONT SETBACK. THE LOADING AREAS ARE ALL LOCATED MORE THAN 100 FEET (THE FRONT SETBACK) FROM WHITESVILLE ROAD.

WHERE THE I ZONE ABUTS A RESIDENTIAL ZONE, WHETHER ALONG A PROPERTY LINE OR ACROSS A STREET, THERE SHALL BE PROVIDED A ONE-HUNDRED-FOOT BUFFER SCREENING STRIP AS SET FORTH IN § 244-193. THE SITE DOES NOT ADJOIN A RESIDENTIAL ZONE. ALL SURROUNDING PROPERTIES ARE ZONED INDUSTRIAL.

EACH USE PERMITTED IN THE I ZONE SHALL BE SERVED BY A PUBLIC SEWAGE DISPOSAL SYSTEM OR BY A PRIVATE DISPOSAL SYSTEM WHICH MEETS THE APPROVAL OF THE STATE AND TOWNSHIP BOARDS OF HEALTH AND THE JACKSON TOWNSHIP MUNICIPAL UTILITIES AUTHORITY. ANY PRIVATE DISPOSAL SYSTEM SHALL BE SO DESIGNED AS WILL, IN THE OPINION OF THE TOWNSHIP ENGINEER, ENABLE THE SYSTEM TO BE EFFICIENTLY CONNECTED TO THE PROSPECTIVE PUBLIC DISPOSAL SYSTEM WHEN CONSTRUCTED. IT IS PROPOSED TO CONNECT THE PROJECT TO THE EXISTING GRAVITY SEWER MAIN LOCATED IN WHITESVILLE ROAD ALONG THE SITE FRONTAGE

ALL INDUSTRIAL ACTIVITIES OR PROCESSES SHALL TAKE PLACE WITHIN A COMPLETELY ENCLOSED BUILDING. INCIDENTAL STORAGE OUT-OF-DOORS SHALL BE SHIELDED FROM ANY STREET OR ADJACENT RESIDENTIAL ZONE BY FENCING, LANDSCAPING OR OTHER APPROPRIATE MEASURE. NO INDUSTRIAL ACTIVITIES OR PROCESSES ARE PROPOSED. ALL OUTDOOR STORAGE IS SHIELDED FROM THE STREET BY THE PROPOSED BUILDINGS AND LANDSCAPING. THERE ARE NO ADJACENT RESIDENTIAL ZONES.

INDUSTRIAL PARKS CONTAINING SUCH PERMITTED USES AS SET FORTH HEREIN SHALL HAVE A TOTAL AREA OF NOT LESS THAN 20 ACRES. ALL STREETS WITHIN INDUSTRIAL PARKS SHALL BE PRIVATE, AND THERE SHALL BE ADEQUATE PROVISIONS FOR REPAIR AND MAINTENANCE SO AS TO RELIEVE THE TOWNSHIP OF JACKSON FROM ANY RESPONSIBILITY FOR THE UPKEEP OF SUCH STREETS. THIS SECTION IS NOT APPLICABLE SINCE AN INDUSTRIAL PARK IS NOT PROPOSED.

NO USE SHALL BE CONDUCTED IN SUCH A WAY AS TO DISCHARGE ANY TREATED OR UNTREATED INDUSTRIAL WASTE, EXCEPT AS SHALL BE APPROVED BY THE HEALTH OFFICER, JACKSON TOWNSHIP MUNICIPAL UTILITIES AUTHORITY AND ANY APPLICABLE STATE AGENCY HAVING JURISDICTION IN SUCH MATTERS. NO INDUSTRIAL WASTE WILL BE GENERATED BY THIS PROJECT.

THERE ARE NO FRESHWATER WETLANDS LOCATED ON NOR WITHIN 150 FEET OF THE PREMISES.

SEWAGE DISPOSAL TO BE PROVIDED BY PUBLIC SEWER.

ALL UTILITIES (ELECTRIC, TELEPHONE, ETC.) TO BE PROVIDED UNDERGROUND. THE CONTRACTOR MUST VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION.

SOLID WASTE IS TO BE PICKED UP BY A PRIVATE GARBAGE HAULER. THE REFUSE AREA SHALL CONTAIN AN AREA FOR THE COLLECTION OF RECYCLABLE MATERIALS.

MAINTENANCE OF THE STORMWATER SYSTEM SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AND SUBJECT TO INSPECTION BY THE TOWNSHIP OF JACKSON.

ALL TRAFFIC CONTROL SIGNAGE INCLUDING PAVEMENT MARKINGS WILL BE PROVIDED IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".

ALL DISTURBED AREAS WILL BE VEGETATIVELY STABILIZED IN ACCORDANCE WITH THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN UPON COMPLETION OF THE GRADING ACTIVITIES.

EXISTING CONDITIONS AND DIMENSIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION.

ALL CONSTRUCTION TO BE IN CONFORMANCE WITH APPLICABLE CODES, ORDINANCES AND MANUFACTURER'S REQUIREMENTS

TRAFFIC DIRECTION ARROWS, FIRE LANE MARKINGS, ETC. SHALL BE IN CONFORMANCE WITH JACKSON TOWNSHIP FIRE PREVENTION BUREAU AND TOWNSHIP ENGINEERING DEPARTMENT REQUIREMENTS.

THE OWNER OR HIS REPRESENTATIVE, IS TO DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR CONSTRUCTION SITE SAFETY DURING THE COURSE OF SITE IMPROVEMENTS PURSUANT TO NJAC 5:23-2.21(e) OF THE NJ UNIFORM CONSTRUCTION CODE AND CFR 1926.32(f) (OSHA COMPETENT PERSON). PROFESSIONAL DESIGN SERVICES, LLC ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY.

ALL HANDICAP PARKING SPACES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATION OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/ SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/ CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME.

THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.

IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS.

CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK.

ALIGNMENT AND GRADE FOR CURB AND ROAD IMPROVEMENTS ALONG THE COUNTY ROAD SHALL BE ESTABLISHED BY THE DEVELOPER'S ENGINEER AS APPROVED BY THE OCEAN COUNTY ENGINEER; STAKEOUT OF ALL CURB AND ROAD IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE EXECUTED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR; CURB AS-BUILT S SHALL BE SUBMITTED TO THE OCEAN COUNTY ENGINEER PRIOR TO ANY PAVING OPERATIONS; FINAL AS-BUILT INFORMATION SHALL BE SUPPLIED ON A REPRODUCIBLE MEDIUM, WILL INCLUDE TOP AND BOTTOM OF CURB, CENTERLINE AND QUARTER CROWN GRADES; MONUMENTS WHERE APPLICABLE, SHALL BE SIGNED AND SEALED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR AND ACCOMPANIED BY A MONUMENT CERTIFICATION WHERE APPLICABLE.

KEY MAP SCALE: 1" = 2000'

2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

☰PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 IAN M BORDEN, PP

N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM

IBORDENPDS-INJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENSPDS-NJ.COM GRAHAM J. MACFARLANE, PE, PP, CM PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAMSPDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393

N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENM@PDS-NJ.COM

VVILLIAVIA. OILVLING, III, G.L., P.P.

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915

PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

COVER SHEET

THE DEVELOPER SHALL OBTAIN A PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OF ANY IMPROVEMENTS WITHIN THE RIGHT OF WAY OF THE COUNTY ROAD.

FOR

TAX BLOCK 22203 TAX LOT 11

OWNER / APPLICANT

WHITESVILLE DEVELOPMENT, LLC 427 WHITESVILLE ROAD JACKSON, NJ 08527

TOWNSHIP OF JACKSON

NEW JFRSFY

SCALE:	1" = 30'	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 1	15
CHECKED BY:	WAS	SHEET: 1	15

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THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DES SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PRO- WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C

Page 3 Download HTML

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DES SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PRO- WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C

KEY MAP SCALE1 1"=2000'

BLOC

BLOCK LOT 22 19

2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

PDS OFESSIONAL DESIGN SERVICES, L.L.C

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-N.J.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #3915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENES@PDS-N.J.COM GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-N.J.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENM@PDS-N.J.COM

KRISTIN 1/22/24 H:\PROJECTS\323617 < 323617 S03 SITE PLAN >

COUNTY ROAD PLAN NOTES:

ALIGNMENT AND GRADE FOR CURB AND ROAD IMPROVEMENTS ALONG THE COUNTY ROAD SHALL BE ESTABLISHED BY THE DEVELOPER'S ENGINEER AS APPROVED BY THE OCEAN COUNTY ENGINEER; STAKEOUT OF ALL CURB AND ROAD IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE EXECUTED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR; CURB AS-BUILT SHALL BE SUBMITTED TO THE OCEAN COUNTY ENGINEER PRIOR TO ANY PAVING OPERATIONS; FINAL AS-BUILT INFORMATION SHALL BE SUPPLIED ON A REPRODUCIBLE MEDIUM, WILL INCLUDE TOP AND BOTTOM OF CURB, CENTERLINE AND QUARTER CROWN GRADES; MONUMENTS WHERE APPLICABLE, SHALL BE SIGNED AND SEALED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR AND ACCOMPANIED BY A MONUMENT CERTIFICATION WHERE APPLICABLE.

THE DEVELOPER SHALL OBTAIN A LETTER OF FINAL ACCEPTANCE FROM THE OCEAN COUNTY ENGINEER FOR THE ROAD IMPROVEMENTS ALONG THE COUNTY ROAD PRIOR TO THE RELEASE OF ANY BOND OR OTHER FINANCIAL SURETY POSTED WITH THE MUNICIPALITY FOR THE COMPLETION OF THE IMPROVEMENTS. THE DEVELOPER SHALL OBTAIN A PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY IMPROVEMENT WITH THE RIGHT OF WAY OF THE COUNTY ROAD.

THE DEVELOPER SHALL OBTAIN A PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY IMPROVEMENT WITH THE RIGHT OF WAY OF THE COUNTY ROAD.

ANY RELOCATIONS WITHIN THE PROPOSED ROAD WIDENING ON COUNTY ROAD ARE TO BE COMPLETED PRIOR TO THE ISSUANCE OF THE CONSTRUCTION PERMIT FROM THE OCEAN COUNTY ENGINEER'S OFFICE.

ANY UTILITY POLE RELOCATIONS 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.

COUNTY ROAD IMPROVEMENTS MUST HAVE BASE PAVEMENT COURSE PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCIES.

THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL OFF-SITE EASEMENTS NECESSARY FOR GRADING, PAVEMENT WIDENING, AND UTILITY RELOCATIONS REQUIRED AS A RESULT OF THE COUNTY ROAD IMPROVEMENTS.

SIGN SCHEDULE

	REQUIRED	PROPOSED
GROUND SIGN AREA	30 SF	30 SF
GROUND SIGN HEIGHT	6 FT	6 FT
GROUND SIGN MINIMUM SETBACK	25 FT	25 FT

NOTES:

GROUND SIGNS ARE PERMITTED IN THE I-INDUSTRIAL ZONE.

GROUND SIGN TO BE ILLUMINATED BY SMALL GROUND MOUNTED LIGHT.

Variances Required

244-63D – 100' front setback is required, 41.8' is existing

244-63D – 30' side setback is required, 10.21' is existing on northern side

244-63D – 75' combined side setback is required, 41.21' is proposed. We meet 30' setback for new building on south side but existing building is 10.2'

244-207B – One (1) wall sign is permitted and two (2) are proposed

Provided in Overhead Door Spaces

Parking Calculations
			Parking

Land Use	Units	Parking Required	Required	Provided
Land Use		Parking Required	Required	Provided

Office	21,000	1/200 SF	105	99

Warehouse	31,000	1/1,500 SF	21	21
Warehouse Mezzanine Office	5,000	1/200 SF	25	25
Warehouse Tenant(1)	9	1/unit	9	10

EV Ready Space Credit(2)	8			8
		Total	160	163

(2) 155 Physical Spaces are Provided. The Eight (8) EV Ready Spaces Count as Sixteen (16) Spaces. 163 Total Spaces are Provided.

I-INDUSTRIAL ZONE REQUIREMENTS:

I-INDUSTRIAL ZONE REQUIREMENTS:
	REQUIRED	PROPOSED	[F6] WILLIAM A. STEVENS, III, P.E., P.P.
MINIMUM LOT AREA	2 ACRES	5.01 ACRES	[F6] WILLIAM A. STEVENS, III, P.E., P.P.
MINIMUM LOT WIDTH	200 FT	282.2 FT	PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
MINIMUM LOT FRONTAGE	125 FT	282.43 FT	PRELIMINARY & FINAL SITE PLANS SITE PLAN FOR TAX BLOCK 22203 TAX LOT 11 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEY SCALE: 1" = 30" JOB NUMBER: 3236
MINIMUM LOT DEPTH	200 FT	800 FT
MINIMUM FRONT YARD SETBACK	100 FT	100 FT
MINIMUM REAR YARD SETBACK	50 FT	305 FT
MINIMUM SIDE YARD SETBACK	30 FT	25.9 FT*
MINIMUM TOTAL SIDE YARD SETBACK	75 FT	56.9 FT*
MAXIMUM BUILDING HEIGHT	50 FT	< 50 FT
MAXIMUM BUILDING COVERAGE	40%	17.4%
MAXIMUM IMPERVIOUS COVERAGE	75%	73.4%
* VARIANCE REQUIRED (EXISTING CONDITION)
			DRAWN BY: KNL DATE: MARCH 17, 2023 DESIGN/CALC'D BY: IMB SHEET: 315 CHECKED BY: WAS 15

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H:\PROJECTS\323617 < 323617 S04 GRADING PLAN >

KRISTIN 1/22/24 H:\PROJECTS\3236

CK_22LOT 8

KEY MAPSCALE: 1" = 2000'

22LOT 19

2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

PDS PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO.24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE *33LJ00617400 IBORDEN*PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. *39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. *5394 BSTEVEN*PDS-NJ.COM GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. *37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. *6104 GRAHAM*PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE *43393 STEVENM*PDS-NJ.COM

VILLIMINA. OIEVENO, III, r.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 PRELIMINARY & FINAL SITE PLANS GRADING & STORM DRAINAGE PLAN FOR TAX BLOCK 22203 TAX LOT 11 TOWNSHIP OF JACKSON NEW JERSEY

OCEAN COUNTY

SCALE: 1" = 30" JOB NUMBER: 323617

DRAWN BY: KNL DATE: MARCH 17, 2023

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DESIGN SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PRO- WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.

26.5056

STORMWATER BASIN NOTES:

LEGEND

Test Pits		TP # 3	Elevation = 72.2	TP # 5	Elevation = 75.5
TP # 1	Elevation = 72.2
0 - 22"	10 YR 4/6 Sand y Loam	0 - 24"	10 YR 4/6 Sandy Loam	0 - 32"	10 YR 4/4 Sandy Loam
22 - 63"	10 YR 6/8 Loamy Sand	24 - 44"	10 YR 6/8 Loamy Sand	32 - 50"	10 YR 6/8 Sandy Loam
63 - 82"	10 YR 7/7 Loamy Sand 6/8 distinct mottles	44 - 65"	10 YR 7/6 Loamy Sand	50 - 60"	10 YR 7/8 Loamy Sand
82 - 88"	10 YR 5/1 Loam 5/8 mottles	65 - 74"	10 YR 7/6 Loamy Sand 6/8 mottles	60 - 96"	10 YR 4/6 Sandy Loam
88 - 120"	10 YR 7/8 Coarse Sandy Loam 6/8 dist mottles	74 - 106"	10 YR 5/2 Sandy Loam 5/8 mottles	96 - 105"	10 YR 6/4 Sandy Loam 5/8 distinct mottles
		106 - 112"	Gley1 6/N Loam 10 YR 5/8 mottles	105 - 114"	5 Y 5/3 Clay Loam 5/8 mottles
		112 - 128"	10 YR 6/6 Sand 8/8 distinct mottles	114 - 132"	2.5 Y 6/4 Loamy Sand 5/8 distinct mottles
	SHWT @ 63", Elevation 66.9
	Groundwater found at 90"		SHWT @ 65", Elevation = 66.8		SHWT @ 96", Elevation = 67.5
	Permeability @ 56" = 11.5 inches per hour		Water @ 100"		Permeability @ 120" = 5.5 Inches per hour
			Permeability @ 118" = 13.0 inches per hour		Water @ 108"
TP # 2	Elevation = 72.7	TP # 4	Elevation = 74.2
0 - 4"	Gravel			TP # 6	Elevation = 73.0
4 - 28"	10 YR 5/8 Loamy Sand	0 - 4"	10 YR 4/6 Sandy Loam
28 - 48"	10 YR 6/8 Loamy Sand	4 - 55"	10 YR 5/8 Sandy Loam	0 - 11"	10 YR 4/4 Sandy Loam
48 - 65"	10 YR 7/8 Loamy Sand	55 - 79"	10 YR 7/6 Loamy Sand	11 - 23"	10 YR 5/8 Sandy Loam
65 - 86"	10 YR 8/8 Loamy Sand 5/8 mottles	79 - 88"	10 YR 8/4 Sandy Loam 5/8 mottles	23 - 48"	10 YR 6/8 Loamy Sand
86 - 120"	10 YR 7/8 Sand 6/8 mottles	88 - 99"	5 Y 5/3 Clay Loam 5/8 mottles	48 - 79"	10 YR 8/8 Loamy Sand
		99 - 108"	5 Y 6/4 Sandy Loam 6/8 mottles	79 - 89"	Gley1 6/N Loam 10 YR 5/8 mottles
	SHWT @ 65", Elevation 67.3	108 - 120"	10 YR 6/8 Loam Sand w/ Pea Gravel	89 - 102"	10 YR 7/8 Loamy San 5/8 distinct mottles
	Groundwater found at 94"			102 - 120"	10 YR 8/3 Loamy Sand 5/8 distinct mottles
	Permeability @ 60" = 10.5 Inches per hour		SHWT @ 79", Elevation = 67.6
			Water @ 102"		SHWT @ 79", Elevation = 66.4
			Permeability @ 116" = 18.5 Inches per hour		Permeability @ 93" = 10.0 Inches per hour
					Water @ 108"

THE PROJECT DOES NOT CONTAIN ANY HIGH POLLUTANT LOADING AREAS (HPLA) AND SECREGATION OR PRE-TREATMENT OF RUNOFF IS NOT REQUIRED.

THE STORMWATER BASIN AND RECHARGE SYSTEM HAS BEEN DESIGNED TO MAINTAIN A MINIMUM SEPARATION OF AT LEAST TWO (2) FEET FROM THE BASIN BOTTOM TO THE SEASONAL HIGH WATER TABLE.

THE SOIL PERMEABILITY BELOW THE BASIN DOES NOT PERMEATED IN EXCESS OF 20 INCHES PER HOUR AND NO BIORETENTION SYSTEM IS REQUIRED. UNSUITABLE SOILS MUST BE REMOVED AND REPLACED.

A GROUNDWATER MOUNDING ANALYSIS INDICATES NO ADVERSE IMPACT TO ADJACENT WATERBODIES, WETLANDS, STRUCTURES OR SEPTICS.

CARE MUST BE TAKEN DURING CONSTRUCTION TO MINIMIZE COMPACTION OF THE BASIN BOTTOM. THE BASIN AREA MUST BE RENOVATED AND TILLED AFTER CONSTRUCTION IS COMPLETED AND THE DRAINAGE AREA IS STABILIZED. NO EARTHWORK MAY BE PERFORMED WHEN SOIL MOISTURE CONTENT IS ABOVE THE LOWER PLASTIC LIMIT.

EXISTING SPOT GRADE	127.32 × 115.10 +
PROPOSED SPOT GRADE	115.10 +
EXISTING CONTOUR	134
PROPOSED CONTOUR	91
PROPOSED INLET	■
PROPOSED STORM MANHOLE	●
PROPOSED FLARED END SECTION	▶
PROPOSED STORM PIPE	------
PROPOSED ROOF DRAINAGE	------
PROPOSED CLEAN OUT	-
PROPOSED TEST PIT

STORMWATER SYSTEM MAINTENANCE:

ALL MAINTENANCE FOR EACH STORMWATER MANAGEMENT SYSTEM WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.

GRADING & DRAINAGE NOTES:

ALL HDPE STORM DRAINAGE TO BE NON PERFORATED HI-Q SURE LOK 2.0 HIGH STRENGTH PIPE WITH WATERTIGHT GASKETS AS MANUFACTURED BY HANCOR, OR EQUIVALENT UNLESS OTHERWISE NOTED.

ALL STORMWATER INLETS TO BE TYPE 'B' UNLESS OTHERWISE NOTED.

ALL BUILDING ROOF DRAINS WILL CONNECT TO THE STORMWATER DRAINAGE SYSTEM. ROOF DRAIN SYSTEM IS PRELIMINARY, PENDING THE COMPLETION OF FINAL ARCHITECTURAL DESIGN.

TASK	SCHEDULE
FOLLOWING IS A SUMMARY OF THE REQUIRED MAINTENANCE ACTIVITIES:
INFILTRATION SYSTEM
DEBRIS REMOVAL	BI-ANNUALLY
INSPECTION & REPAIR (AS NECESSARY) OF STRUCTURES	ANNUALLY
TILLING OF BASIN BOTTOM	ANNUALLY
COLLECTION SYSTEMS
DEBRIS REMOVAL & CLEANING	BI-ANNUALLY
INSPECTION & REPAIR (AS NECESSARY) OF STRUCTURES	ANNUALLY
RAINAGE SYSTEM SHALL BE CLEANED BY THE APPLICANT UPON COMPLETION OF THE SITE.

COUNTY STORMWATER NOTES

AREA OF ADDITIONAL PAVEMENT ALONG WHITESVILLE ROAD IS 7,000 SQUARE FEET.

2. RUNOFF VOLUME OF WATER QUALITY STORM (1.25") FROM THE ADDITIONAL PAVEMENT AREAS IS 730 CUBIC FEET.

SCALE:	1" = 30'	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 4	15
CHECKED BY:	WAS	SHEET: 4	15

Test Pits performed by PDS April 13, 2023 Permeability results per Tube Permeameter Tests

TILLING AND/OR REPLACEMENT OF THE BASIN BOTTOM SHALL BE DONE WHEN THE CALCULATED PERMEABILITY RATES ARE NOT ACHIEVED.

3. THE RETENTION VOLUME OF THE UNDERGROUND RECHARGE SYSTEM IS 146 LF OR 745 CUBIC FEET. BLOCK 22 LOT 19

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THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DES SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PRO- WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.

THRUST BLOCKS ARE TO BE PROVIDED AT ALL WATER MAINS, BENDS AND FITTINGS.

FIRE HYDRANTS MUST BE SUPPLIED BY A MINIMUM OF 6" WATER LINES.

22LOT 19

2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

☰PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS CONSTRUCTION SERVICES

5 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 0870 PHONE 732 363 0060 FAX 732 363 0073

PHONE 732 363 0060 FAX 732 363 0073

NEW JERSEY STATE BOARD OF P.E. & L.S. ERTIFICATE OF AUTHORIZATION NO. 24GA28125400

N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM

WILLIAM A. STEVENS, PE, PP

WATER MAINS MUST HAVE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET AND A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN BOTH SEWER MAINS AND FORCE MAINS. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SEWER/FORCE MAIN AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHERE SEPARATION IS NOT MAINTAINED BETWEEN THE WATER AND SEWER/FORCE MAINS, INSTALL THE SEWER/FORCE MAIN WITH DUCTILE IRON PIPE WITH WATER TIGHT JOINTS THAT ARE A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE WATER MAIN.

GRAHAM J. MACFARLANE, PE, PP, CME

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110

KRISTIN 1/22/24 H:\PROJECTS\323617 < 323617 S05 UTILITIES PLAN >

WATER MAINS: INSTALL THE SEWER/FORCE MAIN A MINIMUM OF 18" BELOW THE WATER MAIN. IF THE VERTICAL CLEARANCE BETWEEN MAINS IS LESS THAT THIS, THE SEWER/FORCE MAIN MUST BE DUCTILE IRON WITH WATER TIGHT JOINTS THAT ARE A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE WATER MAIN. IF THE MAIN MUST CROSS BENEATH THE SEWER/FORCE MAIN TO MAINTAIN COVER, THE DUCTILE IRON PIPE SHALL BE PROVIDED AS NOTED ABOVE REGARDLESS OF VERTICAL CLEARANCE.

ALL OTHER PIPING AND UTILITIES EXCEPT WATER MAINS: PROVIDE 12" MINIMUM VERTICAL CLEARANCE BETWEEN SEWER MAINS AND OTHER PIPING OR UTILITIES CROSSING EITHER ABOVE OR BELOW. IF OTHER PIPING OR UTILITIES CROSS 12" - 18" ABOVE THE SEWER, SUPPORT THE TOP PIPING OR UTILITY WITH CONCRETE CRADLES.

PROVIDE 4'-0" MINIMUM COVER OVER PVC SEWER MAINS AND 3'-0" MINIMUM COVER OVER DIP SEWER MAINS. PROVIDE 3'-0" MINIMUM COVER OVER SEWER LATERALS.

ALL SANITARY SEWER SHALL BE P.V.C. CONFORMING TO ASTM D-3034; SDR-35 WITH PUSH ON JOINTS, EXCEPT THAT SEWER HAVING A DEPTH GREATER THEN 15 FEET MUST BE SDR-26.

ALL WATER MAINS SHALL BE PVC C-900 PIPE. PIPE JOINTS SHALL BE OF PUSH-ON TYPE OR MECHANICAL JOINT TYPE.

PROVIDE 4'-0" MINIMUM COVER OVER WATER MAINS.

ALL WATER SERVICES AND PLUMBING SHALL CONFORM WITH THE PLUMBING SUBCODE NJAC 5:23-3.15.

ALL WATER VALVES SHALL BE RESILIENT WEDGE TYPE IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION STANDARD SPECIFICATION C-509.

VALVES SHALL BE PLACED ON WATER DISTRIBUTION MAINS NOT MORE THAN 1,000 FEET APART.

A HYDRANT OR BLOW OFF VALVE SHALL BE LOCATED BEYOND THE LAST SERVICE CONNECTION ON TEMPORARY DEAD ENDS.

WATER METERS SUBJECT TO FINAL ARCHITECTURAL DESIGN.

BACKFLOW PREVENTERS TO BE PROVIDED WITHIN EACH BUILDING FOR THE FIRE SERVICE. A PHYSICAL CONNECTION PERMIT IS REQUIRED FROM NJDEP FOR EACH BACKFLOW PREVENTER

UTILITY PLAN
	FOR
	TAX BLOCK 22203 TAX LOT 11
TOWNSHIP OF JACKSON
OCEAN COUNTY			NEW JERSEY
SCALE:	1" = 30'	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 5	15
CHECKED BY:	WAS	SHEET: 5	15

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THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DES SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PRO- WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.

KRISTIN 1/22/24 H:\PROTECTS\3236

KEY MAP SCALE: 1" = 2000'

SCALE: 1" = 2000'

1'-0"

SITE PLAN TRAFFIC SYMBOL LEGEND

SIGN SCHEDULE

1'-6"

☰PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 45 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENES@PDS-NJ.COM RAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393

ONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS,

FIRE SIGN TO BE ERECTED WITH THE BOTTOM OF THE SIGN NOT LESS THAN 6 FEET ABOVE THE GROUND. FIRE SIGN TO BE 12" WIDE BY 18" IN LENGTH. FIRE SIGN TO HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED BORDER AND A MINIMUM OF 3" SIZED REFLECTIVE RED LETTERS LABELED "NO" ON THE FIRST LINE, 3" SIZED REFLECTIVE RED LETTERS LABELED "PARKING" ON THE SECOND LINE, 2" SIZED REFLECTIVE RED LETTERS LABELED "FIRE" ON THE THIRD LINE AND 2" SIZED REFLECTIVE RED LETTERS LABELED "LANE" OR "ZONE" ON THE FOURTH LINE. 4. SPACING OF THE SIGNS SHALL BE EVEN, WITH ONE SIGN FACING THE DIRECTION OF TRAVEL OR ALTERNATE DIRECTION OF TRAVEL FOR A MAXIMUM DISTANCE 100' PER SIGN OR AS ORDERED BY THE FIRE OFFICIAL.

CROSSWALK

EACH ACCESSIBLE PARKING SPACE SHALL BE PAINTED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN THE PROPORTIONS ESTABLISHED BY THE AMERICANS WITH DISABILITIES ACT.

N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENM@PDS-N.J.COM

FIRE LANE SIGN

SCALE: 1"=1'-0"

HC PARKING SIGN

2. CHECK STATE AND LOCAL CODES FOR SYMBOL COLOR REQUIREMENTS.

NTS

ALL STRIPING SHALL BE PAINTED BLUE.

WHEELCHAIR IMAGE SHALL BE CENTERED IN STALL.

GENERAL TRAFFIC NOTES

THE DESIGN AND PLACEMENT OF ALL TRAFFIC SIGNS AND STRIPING SHALL MEET THE REQUIREMENTS SPECIFIED IN THE LATEST "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) PUBLISHED BY THE US DEPARTMENT OF TRANSPORTATION AND ADOPTED BY THE NEW JERSEY DEPARTMENT OF TRANSPORTATION.

GROUND FIRE LANE MARKINGS SHALL COMPLY WITH THE JACKSON TOWNSHIPS' CODE CHAPTER 204. FIRE LANE SHALL BE GROUND MARKED EVERY SEVENTY FIVE (75') FEET ALTERNATING DIRECTION OF TRAVEL WITHIN A FOUR INCH YELLOW BORDER.

FIRE LANE SIGNS SHALL BE INSTALLED AS SHOWN, ALTERNATING DIRECTION OF TRAVEL EVERY SEVENTY FIVE (75') FEET.

TURNING RADII SHOWN ON THIS PLAN WERE GENERATED BY AUTOTURN PRO, USING A SU-30 TRANSPORT TRUCK.

STOP LINES, GORE LINES, CROSSWALKS, PAVEMENT SYMBOLS AND WORDS, YIELD MARKINGS AND 2' LONG DASHED WHITE LINES SHALL BE THERMOPLASTIC ALL OTHERS

PRELIMINARY & FINAL SITE PLANS

THE DESIGN AND PLACEMENT OF ALL TRAFFIC SIGNS AND STRIPING SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE LATEST "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," (MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION AND ADOPTED BY THE NJ DEPARTMENT OF TRANSPORTATION.

TRUSS "ROOF

R1-1 0"x30"

24"x30

NOTES:

1. THE EMBLEM SHALL BE OF A BRIGHT AND REFLECTIVE COLOR, OR MADE OF REFLECTIVE MATERIAL. 2. THE SHAPE OF THE EMBLEM SHALL BE AN ISOSCELES TRIANGLE. 3. THE SIZE OF THE EMBLEM SHALL BE 12" HORIZONTALLY AND 6" VERTICALLY, WITH LETTERS OF A SIZE AND COLOR TO MAKE THEM CONSPICUOUS AND SHALL BE PRINTED ON THE EMBLEM AS SHOWN ABOVE. 4. THE EMBLEM SHALL BE PERMANENTLY AFFIXED TO THE LEFT OF THE MAIN ENTRANCE DOOR AT THE HEIGHT OF BETWEEN 4 FEET AND 6 FEET ABOVE THE GROUND, AND SHALL BE INSTALLED AND MAINTAINED BY THE OWNER OF THE BUILDING. TRUSS SIGN

NO PARKING FIRE LANE

TOWNSHIP OF JACKSON

COMBINATIONS THAN THOSE ILLUSTRATED HERE TO ACHIEVE DESIRED RESULT. ALL PAINT IS TO BE THERMOPLASTIC 5. STOP LINES, GORE LINES, CROSSWALKS, PAVEMENT SYMBOLS AND WORDS, YIELD MARKINGS, AND 2' LONG DASHED WHITE LINES SHALL BE THERMOPLASTIC, ALL OTHERS SHALL BE EPOXY RESIN.

NEW JERSEY

SCALE:	1" = 30'	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 6	15
CHECKED BY:	WAS	SHEET: 6	15

STOP SIGN POST AND FOOTING

12"x18"

SCALE: 1"=1'-0"

PAINTED MARKING DETAIL

NTS

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THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DESIGN SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJEC WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.

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KRISIN 1/22/24 H:\PROJECTS\323617 < 323617 S08 LANDSCAPE PLA

KRISTIN 1/22/24 H:\PROJECTS\3236

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DE SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER P WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.

BLOCK 22 LOT 19

LANDSCAPE SCHEDULE

PLANT QUANTITY PLANT KEY TREE PROTECTION FENCE TREE CLEARING LIMIT REMOVED EXISTING TREE TO BE EXISTING TREE TO REMAIN EXISTING TREE SHRUB EVERGREEN ORNAMENTAL TREE SHADE TREE LEGEND 5 JV PE PE

THE CONTRACTOR MUST PROVIDE WRITTEN NOTICE TO THE JACKSON TOWNSHIP FORESTER A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OF TREE REMOVAL OPERATIONS. SHADE TREE

THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF JACKSON TOWNSHIP 405. ORNAMENTAL TREE

THE EXISTING TREES MUST BE PROTECTED BY INSTALLATION OF 4 FOOT ORANGE CONSTRUCTION FENCING. THE FENCING MUST BE PLACED AT THE LIMIT OF CLEARING PRIOR TO COMMENCEMENT OF TREE REMOVAL OPERATIONS. EVERGREEN

THE RETAINED TREES MUST BE IDENTIFIED BY FLAGGING WITH RIBBON. THE CONTRACTOR MUST CONTACT THE JACKSON TOWNSHIP FORESTER TO SCHEDULE AN INSPECTION. SHRUB

ALL REMAINING TREES ARE TO BE PRUNED AS NECESSARY IN ACCORDANCE WITH INDUSTRY STANDARDS BY A NJ CERTIFIED TREE EXPERT. EXISTING TREE

ALL SPECIMEN TREES WERE IDENTIFIED AND TABULATED BY PROFESSIONAL DESIGN SERVICES, LLC. EXISTING TREE TO REMAIN

THE JACKSON TOWNSHIP FORESTER MAY REQUIRE DEAD, BROKEN BRANCH AND SELECT RISK TREE REMOVAL ON REMAINING SPECIMEN TREES BEFORE PERFORMANCE BOND RELEASE. EXISTING TREE TO BE REMOVED

CLEARING LIMITS WILL BE FIELD SET AND APPROVED BY THE INSPECTING ENGINEER AND TOWNSHIP FORESTER PRIOR TO ANY LAND DISTURBANCE OPERATIONS. TREE CLEARING LIMIT

ALL TREE STUMPS AND OTHER TREE PARTS OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH THE LAW. NO TREE STUMPS, PORTIONS OF A TREE TRUNK OR LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT. TREE PROTECTION FENCE

THE DEVELOPER SHALL SELECTIVELY THIN OR REMOVE ALL DEAD OR DYING BEGETATION, EITHER STANDING OR FALLEN , AND SHALL REMOVE, INCLUDING GRUBBING OUT STUMPS, ALL UNDESIRABLE TREES AND OTHER GROWTH. PLANT KEY

ALL LANDSCAPING MATERIAL TO HAVE A MAINTENANCE GUARANTEE PERIOD OF 2

KEY	QTY	BOTANICAL NAME	COMMON NAME	INSTALLED HEIGHT	CALIPER	ROOT	COMMENTS
Shade Trees
AR	8	Acer buergeranum	Trident Red Maple		2(1)/(2)" - 3"	B&B	Limbed up to 7'; Spring Planting Only
AS	6	Acer saccharum 'Legacy'	Legacy Sugar Maple		2(1)/(2)" - 3"	B&B	Limbed up to 7', Fall Dig Hazard-Spring Planting Only
BN	6	Betula nigra 'Heritage'	Heritage River Birch		2(1)/(2)" - 3"	B&B	Multi-stem; Limbed up to 7', Spring Planting Only
NS	6	Nyssa sylvatica	Black Gum		2(1)/(2)" - 3"	B&B	Spring Planting Only
QP	11	Quercus phellos	Willow Oak		2(1)/(2)" - 3"	B&B	Limbed up to 7'; Spring Planting Only
SA	6	Sassafras albidum	Sassafras		2(1)/(2)" - 3"	B&B
Ornamental Trees
AC	7	Amelanchier canadensis	Shadblow Serviceberry	$ 6' - 8" $		B&B	Multi-stem
LI	9	Lagerstroemia indica x fauriei 'Zuni'	Zuni Crape Myrtle	$ 6' - 8" $		B&B	Multi-stem
Evergreen Trees
CO	9	Chamaecyparis obtusa 'Gracillis'	Slender Hinoki False Cypress	$ 6' - 8" $		B&B
CT	19	Chamaecyparis thyoides	Atlantic White Cedar	$ 6' - 8" $		B&B
IA	26	Ilex x 'Nellie R. Stevens'	Nellie R. Stevens Holly	$ 6' - 8" $		B&B
IO	22	Ilex opaca	American Holly	$ 6' - 8" $		B&B	Plant 2 'Jersey Knight' as pollinator
JV	51	Juniperus virginiana	Eastern Red Cedar	$ 6' - 8" $		B&B
PE	45	Pinus echinata	Shortleaf Pine	$ 6' - 8" $		B&B
TO	6	Thuja occidentalis 'Holmstrup'	Holmstrup Arborvitae	5' MIN		B&B
TS	11	Thuja (standishii x plicata) 'Green Giant'	Green Giant Arborvitae	$ 8" $		B&B
Shrubs
CA	15	Clethra alnifolia 'Hummingbird'	Hummingbird Summersweet	$ 18" - 24" $		#5 CONT
CNJ	15	Ceanothus americanus	New Jersey Tea	$ 18" - 24" $		#5 CONT
CS	20	Cornus sericea	Red Twig Dogwood	$ 30" - 36" $		#5 CONT
HF	11	Hypericum frondosum 'Sunburst'	Sunburst St. John's Wort	$ 18" - 24" $		#5 CONT
HP	20	Hydrangea paniculata 'Little Lime'	Little Lime Hydrangea	$ 24" - 30" $		#5 CONT
IC	8	Ilex crenata 'Steeds'	Steeds Upright Japanese Holly	$ 30" - 36" $		#5 CONT
IG	97	Ilex glabra 'Shamrock'	Shamrock Inkberry Holly	$ 24" - 30" $		#5 CONT
IV	20	Ilex verticillata 'Winter Red'	Winter Red Winterberry	$ 30" - 36" $		#5 CONT
PO	3	Prunus laurocerasus 'Otto Luyken'	Otto Luyken Laurel	$ 30" - 36" $		#7 CONT
RM	12	Rhododendron maximum	Rosebay Rhododendron	$ 30" - 36" $		#5 CONT
SJ	36	Spiraea japonica 'Neon Flash'	Neon Flash Spirea	$ 24" - 30" $		#5 CONT
VD	10	Viburnum dentatum "Ralph Senior"	Autumn Jazz Viburnum	$ 24" - 30" $		#5 CONT
Groundcover
JS	87	Juniperus sabina 'Monard'	Moor-Dense Juniper	24' MIN		#5 CONT	48" On Center Spacing
LM	40	Liriope muscari 'Majestic Lilyturf'	Big Blue Lily Turf	$ 12" - 18" $		1 GAL	Plant 18" On Center
Grasses/Perennials
HH	60	Hemorocallis x 'Happy Returns'	Happy Returns Daylily			2 GAL	18" On Center Spacing
RF	60	Rudbeckia fulgida 'Goldstrum'	Black Eyed Susan			2 GAL	18" On Center Spacing

ALL LANDSCAPING MATERIAL TO HAVE A MAINTENANCE GUARANTEE PERIOD OF 2 YEARS.

SMALL SCALE INFILTRATION BASIN LANDSCAPE NOTES

SMALL SCALE INFILTRATION BASIN BOTTOM TO BE 6" K-5 SAND.

SMALL SCALE INFILTRATION BASIN SLOPE TO BE SEEDED WITH "RAIN GARDEN MIX" AS MANUFACTURED BY PINELANDS NURSERY & SUPPLY, COLUMBUS, N.J. OR APPROVED EQUAL. COVERAGE RATE: 11 LBS / ACRE

Page 9 Download HTML

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DE SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PIT WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES. L.L.

LANDSCAPE NOTES

GENERAL NOTES

THIS PLAN SHALL BE UTILIZED FOR LANDSCAPE AND TREE SAVE USES ONLY. PLEASE REFER TO SITE PLANS FOR CONSTRUCTION OF SITE IMPROVEMENTS.

ALL TREES ARE DRAWN TO THEIR ANTICIPATED MATURE DRIPLINE.

CONTRACTOR SHALL EXAMINE DRAWINGS AND REQUEST A MARKOUT OF FIELD CONDITIONS FOR SPECIFIC LOCATIONS OF UTILITIES, STRUCTURES, ETC. NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, IN REFERENCE TO DISCREPANCIES OR LOCATION CONFLICTS.

IN THE EVENT THAT PLANT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANTING SCHEDULE, THE PLAN SHALL SUPERSEDE.

ALL PLANTING MATERIAL AND METHODS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE MUNICIPAL ORDINANCES OF THE TOWNSHIP OF JACKSON AND ANSI Z-60.1 (CURRENT VERSION), "THE AMERICAN STANDARD FOR NURSERY STOCK," PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. IN THE EVENT OF CONFLICT BETWEEN A.A.N. AND MUNICIPAL STANDARDS, THE MUNICIPAL REQUIREMENTS SHALL SUPERCEDE.

ALL LANDSCAPING SHALL BE PLANTED SO AS TO NOT INTERFERE WITH UTILITY LINES, SIGHT TRIANGLES, UNDERGROUND UTILITIES, PUBLIC WALKWAYS OR OTHER EXISTING OR PROPOSED STRUCTURES. ALL PLANT MATERIAL PROPOSED WITHIN THE REQUIRED SIGHT DISTANCES OR SIGHT TRIANGLES ARE SELECTED SO AS TO NOT EXCEED A MATURE HEIGHT GREATER THAN 30" ABOVE THE ELEVATION OF THE ADJACENT ROADWAY. STREET TREES AND SHADE TREES PLANTED NEAR PEDESTRIAN OR VEHICULAR ACCESSES, OR WITHIN REQUIRED SIGHT DISTANCES / SIGHT TRIANGLE EASEMENTS SHALL NOT BE BRANCHED ANY LOWER THAN 7'-0" ABOVE GRADE, AND MUST BE APPROPRIATELY PRUNED. NO WOODY PLANTS, EXCEPT GROUNDCOVERS, ARE TO HAVE THEIR CENTERS CLOSER THAN 36" TO THE BACK OF THE CURB. NO STREET TREES ARE TO BE PLANTED IN SIGHT TRIANGLES IN ACCORDANCE WITH JACKSON TOWNSHIP ORDINANCE.

2. PLANTING

SOIL MUST BE FROST-FREE, FRIABLE AND NOT MUDDY AT THE TIME OF PLANTING.

BACKFILL MATERIAL FOR PLANTING PITS SHALL BE COMPOSED OF 70% TOPSOIL, 20% FULLY COMPOSTED COW OR HORSE MANURE AND 10% PEAT MOSS. TOPSOIL SHALL MEET NJDOT 2007 STANDARD SPECIFICATIONS SECTION 917.01, AND MAY BE FROM ON-SITE OR IMPORTED SOURCES. SOIL SHALL CONTAIN NO ACIDIC MARL, NOR ANY LARGE STONES.

PLANTS SHALL BE SET TO ULTIMATE FINISHED GRADE SO THAT THEY WILL BE LEFT IN THE RELATIONSHIP TO THE SURROUNDING GROUND AS THEY HAD, PRIOR TO BEING DUG. IF EVIDENCE OF SATURATED SOILS IS ENCOUNTERED DURING EXCAVATION OF THE PLANTING PITS, UPON DIRECTION BY THE ENGINEER, PLANTS SHALL BE SET SO THAT THEIR ROOT CROWNS ARE APPROXIMATELY THREE INCHES ABOVE THE FINAL GRADE, WITH TOPSOIL AND MULCH GENTLY MOUNDED TO AVOID EXCESSIVE DRYING AT THE SURFACE. UNDER NO CIRCUMSTANCES SHALL PLANTINGS AT RELATIVELY DRY LOCATIONS BE PERFORMED IN A MOUNDED MANNER.

THE CORD BINDING THE BALL OF ALL BALLED AND BURLAPPED (B&B) PLANTS SHALL BE CUT AND REMOVED, AND BURLAP ON THE UPPER 1/3 OF THE ROOT BALL SHALL BE REMOVED. PLANTS WITH SYNTHETIC NON-DEGRADEABLE ROOT BALL WRAPS SHALL NOT BE ACCEPTABLE.

ALL WIRE BASKETS MUST BE REMOVED PRIOR TO PLANTING.

ALL PROPOSED TREES SHALL BE SET IN BEDS MULCHED TO THE LIMIT OF THEIR PLANTING PITS. EXCEPT AS NOTED ALL OTHER TYPES OF PLANTINGS SHALL BE SET IN CONTINUOUS, MASSED PLANTING BEDS, RATHER THAN ISOLATED INDIVIDUALS. ALL TREE AND SHRUB BEDS SHALL RECEIVE A 3" THICK APPLICATION OF A THOROUGHLY COMPOSTED ORGANIC MULCH FREE FROM ANY OBJECTIONABLE OR FOREIGN MATERIALS.

THE MULCH AT THE OUTER PERIMETER OF PLANTING PITS AND BEDS SHALL BE PREPARED SO THAT A 2" HIGH RIM TO RETAIN MOISTURE IS CONSTRUCTED. THE THICKNESS OF THE MULCH SHALL BE FEATHERED WITHIN 3" OF STEMS OR TRUNK, SO THAT NO MULCH IS IN DIRECT PHYSICAL CONTACT WITH THE PLANTS' BRANCHING OR TRUNKS. PLANTING OF GROUNDCOVERS MAY BE SUBSTITUTED FOR MULCH IN PARKING LOT ISLANDS.

TREES SHALL NOT BE GUYED, EXCEPT IF AND WHERE REQUIRED BY THE MUNICIPALITY; WHEREIN TREES GREATER THAN FIVE FEET IN HEIGHT MAY BE STAKED AND GUYED PER THE DETAILS.

3. PLANT MATERIAL

NO PLANT SUBSTITUTION SHALL BE ALLOWED WITH REGARD TO SIZE, SPECIES, NAMED VARIETY OR CULTIVAR, WITHOUT PRIOR PERMISSION FROM THE TOWNSHIP TREE SPECIALIST. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE TOWNSHIP TREE SPECIALIST FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

ALL PLANTS SHALL BE DUG, PACKED, TRANSPORTED AND HANDLED WITH THE UTMOST CARE TO ENSURE ADEQUATE PROTECTION FROM INJURY DESICCATION.

ALL PLANTS SHALL BE FREE FROM DISEASE AND INFESTATION, AND ALL LEGALLY REQUIRED AGRICULTURAL CERTIFICATIONS.

ALL PLANTS SHALL BE PRUNED TO ENHANCE VIGOR PRIOR TO, OR UPON INSTALLATION, WHILE RETAINING NATURAL GROWTH HABIT OF THE PLANTS. THE CENTRAL LEADER SHALL NOT BE CUT; PLANTS PROVIDED IN THIS CONDITION SHALL NOT BE ACCEPTED. DAMAGED, BROKEN OR CONFLICTING BRANCHES SHALL BE PRUNED CLEANLY, FLUSH WITH THE MAIN TRUNK OR BRANCH.

ALL PLANTS SHALL BE NURSERY-GROWN AND TAGGED WITH A DURABLE LABEL INDICATING THE GENUS, SPECIES, SPECIFIED VARIETY OR CULTIVAR, PLANT PATENT NUMBER (IF A PATENTED TREE), AS WELL AS CULTURAL REQUIREMENTS, INCLUDING WATERING AND FERTILIZATION.

TREE), AS WELL AS CULTURAL REQUIREMENTS, INCLUDING WATERING AND FERTILIZATION.

4. MAINTENANCE

ALL PLANTING SHALL BE WATERED AS NECESSARY FOR SOUND HORTICULTURAL PRACTICE DURING THE FIRST GROWING SEASON, TO ENSURE THEIR PROPER ESTABLISHMENT.

IN GENERAL, SHRUBS ARE TO BE PLANTED AT INTERVALS WHICH WILL ALLOW THEM TO FULLY DEVELOP INTO CONTINUOUS MASSES OF THE INDIVIDUAL SPECIES. SHEARING OR SHAPING IS ONLY REQUIRED OR DESIRABLE WHERE DEAD OR CONFLICTING BRANCHING DEVELOPS.

STAKING SHALL BE ATTACHED TO THE TREE WITH TWELVE GAUGE GALVANIZED WIRE COVERED WITH RUBBER OR PLASTIC HOSE, OR TREE TIES ESPECIALLY MANUFACTURED FOR THIS PURPOSE. THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH AND PREVENT GIRDLING FOR TWO YEARS, BUT SHALL BE TIGHTLY BOUND TO THE STAKE TO PREVENT SLIPPING.

EACH TREE SHALL BE WRAPPED WITH AN EXPANDABLE PAPER OR CLOTH TREATED TO LAST ONE YEAR. THIS WRAP SHALL EXTEND FROM THE GROUND LEVEL UP THE TRUNK TO THE FIRST BRANCHES. THIS WRAP SHOULD BE ATTACHED OR FASTENED AT EACH END WITH A MATERIAL THAT WILL PERMIT TREE GROWTH.

A PERMANENT IRRIGATION SYSTEM SHALL BE INSTALLED TO ENSURE PROPER ESTABLISHMENT AND MAINTENANCE OF ALL PLANTINGS. THE APPLICANT SHOULD ADDRESS THE BOARD REGARDING THEIR PLANS TO INSTALL A PRIVATE WELL TO PROVIDE IRRIGATION WATER TO THE SITE.

A PRIVATE WELL SHALL BE PROVIDED TO SUPPLY IRRIGATION WATER TO THE SITE.

5. MISCELLANEOUS

NO TOPSOIL SHALL BE REMOVED FROM THE SITE OR USED AS SPOIL. TOPSOIL MOVED DURING THE COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED SO AS TO PROVIDE AT LEAST FOUR (4) INCHES OF SPREAD COVER TO ALL SEEDING AND PLANTING AREAS OF THE SITE AND SHALL BE STABILIZED BY SEEDING OR PLANTING. IN THE EVENT THAT THE QUANTITY OF TOPSOIL AT THE SITE IS INSUFFICIENT TO PROVIDE FOUR (4) INCHES OF COVER FOR ALL SEEDING AND PLANTING AREAS, THE DEVELOPER SHALL PROVIDE SUCH A COVER. TOPSOIL SHALL BE APPROVED BY THE TOWNSHIP ENGINEER.

TOPSOIL SHALL BE PROVIDED ON ALL LAWN AND PLANTING AREAS. TOPSOIL SHALL EITHER BE EXISTING MATERIAL THAT HAS BEEN STRIPPED AND STOCKPILED FOR REUSE OR NEWLY FURNISHED MATERIAL.

STREET AND PARKING LOT TREES SHALL HAVE NO BRANCHES LOWER THAN 7' ABOVE GRADE.

ALL DEAD OR SEVERELY DECLINING PLANTS SHALL BE REPLANTED WITHIN THE NEXT GROWING SEASON DURING PERFORMANCE AND MAINTENANCE BOND PERIODS.

THE TREE PROTECTION FENCING SHALL BE INSTALLED AND APPROVED BY THE TOWNSHIP TREE SPECIALIST PRIOR TO ANY CLEARING OR EXCAVATION. TREE FENCING TO REMAIN UNTIL PROTECTION AUTHORIZED TO BE REMOVED BY THE TOWNSHIP TREE SPECIALIST OR AFTER THE FINAL CERTIFICATE OF OCCUPANCY IS ISSUED.

FENCING SHALL BE INSTALLED AND APPROVED BY THE TOWNSHIP TREE SPECIALIST PRIOR TO ANY CLEARING OR EXCAVATION. TREE FENCING TO REMAIN UNTIL PROTECTION AUTHORIZED TO BE REMOVED BY THE TOWNSHIP TREE SPECIALIST OR AFTER THE FINAL CERTIFICATE OF OCCUPANCY IS ISSUED.

6' HIGH, 2" STEEL 'U' CHANNEL OR 2"X2" TIMBER POSTS, MAXIMUM 6' ON CENTER

ORANGE PLASTIC MESH CONSTRUCTION FENCE - MINIMUM 4' HEIGHT USE 8" WIRE 'U' TO SECURE FENCE BOTTOM 1/3 OF POST HEIGHT BELOW GROUND

TREE PROTECTION FENCING

NOT TO SCALE

DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NEVER CUT CENTRAL LEADER OR TRUNK.

— FINISHED GRADE AT CROWN OF

ROOT BALL

MULCH 4" MINIMUM; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK

- PACKED SAUCER SHALL BE 4" HIGHER THAN FINISHED GRADE. SAUCERS ON SLOPES SHALL BE LEVEL AT THE TOP AND PERPENDICULAR TO THE TREE TRUNK

TWO 2"x2" MINIMUM STAKES PLACED OUTSIDE HOLE, DRIVEN 2' MINIMUM INTO UNDISTURBED SOIL, PLACED IN LINE WITH PREVAILING WINDS. ATTACH TO TREE WITH A DOUBLE STRAND OF #12 GAUGE GALVANIZED WIRE COVERED BY RUBBER OR PLASTIC HOSE WHERE THE WIRE COMES INTO CONTACT WITH THE TREE, OR TREE TIES ESPECIALLY MANUFACTURED FOR THIS PURPOSE. SEE NOTE 1

CUT AND REMOVE BURLAP AND STRING FROM TOP 1/3 OF ROOT BALL; ALL WIRE BASKETS TO BE REMOVED PRIOR TO BACKFILLING OF THE

BE REMOVED PRIOR TO BACKFILLING OF THE PLANTING PIT

PLANTING PIT

PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME

PLANTING HOLE SHALL BE A MINIMUM OF 12" LARGER IN DIAMETER AND 6" DEEPER THAN THE SOIL BALL OR ROOT MASS

— COMPACTED SUBGRADE

NOTE: 1 THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH

THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH AND PREVENT GIRDLING FOR TWO YEARS, BUT SHALL BE TIGHTLY BOUND TO THE STAKE TO PREVENT SLIPPING.

ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.

EVERGREEN TREE PLANTING

NTS

DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NEVER CUT CENTRAL LEADER OR TRUNK.

— SET ROOT BALL FLUSH TO GRADE. IN POORLY

DRAINING SOILS, SET ROOT BALL SEVERAL INCHES HIGHER THAN GRADE. AFTER SETTLEMENT, TREE SHALL BE PLUMB AND BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT DID TO ITS NURSERY AND FIELD GROWN GRADE. CAREFULLY CUT AND REMOVE BURLAP AND TWINE FROM TOP 1/3 OF ROOT BALL, AND/OR CAREFULLY CUT TOP BANDS OF WIRE BASKET FROM TOP 1/3 OF ROOT BALL.

— TWO 2"x2" MINIMUM STAKES PLACED OUTSIDE HOLE, DRIVEN 2' MINIMUM INTO UNDISTURBED SOIL, PLACED IN LINE WITH PREVAILING WINDS. ATTACH TO TREE WITH A DOUBLE STRAND OF #12 GAUGE GALVANIZED WIRE COVERED BY RUBBER OR PLASTIC HOSE WHERE THE WIRE COMES INTO CONTACT WITH THE TREE, OR TREE TIES ESPECIALLY MANUFACTURED FOR THIS PURPOSE. SEE NOTE 2

MULCH 4" MINIMUM; DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK

PACKED SAUCER SHALL BE 4" HIGHER THAN FINISHED GRADE. SAUCERS ON SLOPES SHALL BE LEVEL AT THE TOP & PERPENDICULAR TO THE TREE TRUNK

CUT & REMOVE BURLAP AND STRING FROM TOP 1/3 OF ROOT BALL

PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME

COMPACTED SUBGRADE

PLANTING HOLE SHALL BE A MINIMUM OF 12" LARGER

PLANTING HOLE SHALL BE A MINIMUM OF 12" LARGER IN DIAMETER AND 6" DEEPER THAN THE SOIL BALL OR ROOT MASS

NOTE:

EACH TREE SHALL BE WRAPPED WITH AN EXPANDABLE PAPER OR CLOTH TREATED TO LAST ONE YEAR. THE WRAP SHALL EXTEND FROM THE GROUND LEVEL UP THE TRUNK TO THE FIRST BRANCHES. THE WRAP SHALL BE ATTACHED OR FASTENED AT EACH END WITH A MATERIAL THAT WILL PERMIT TREE GROWTH.

THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH AND PREVENT GIRDLING FOR TWO YEARS, BUT SHALL BE TIGHTLY BOUND TO THE STAKE TO PREVENT SLIPPING.

ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.

TREE PLANTING

NOT TO SCALE

N THE ENTIRE BED

-SCARIFY BOTTOM OF BED TO BIND WITH NEW SOIL

NOTES:

PREPARED SOIL MIX: LOOSEN EXISTING SOIL IN ENTIRE PLANTING BED TO DEPTH SHOWN ON DETAIL. AMEND EXISTING SOIL AS REQUIRED TO PRODUCE A SATISFACTORY TOPSOIL OR SUPPLY WITH

ALL TREE BEDS SHA PERCOLAT!C::.

SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT DID TO ITS NURSERY FIELD GROWN GRADE.

FOR CONTAINER-GROWN SHRUBS, USE FINGER OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCULATE THE PERIMETER OF THE CONTAINER.

ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.

ALL TREE BEDS SHALL PERCOLATE. NOTIFY ARCHITECT IF SUBSOIL CONDITIONS PREVENT WATER

ALL TREE BEDS SHALL PERCOLATE. NOTIFY ARCHITECT IF SUBSOIL CONDITIONS PREVENT WATER PERCOLATION.

SHRUB PLANTING DETAIL

NOT TO SCALE

EVOLVE EALS Series LED Outdoor Area Light

CUSTOMER NAME

PROJECT NAME TYPE

DATE CATALOG NUMBER

Ordering Information

EALS 03

PRODUCT ID

E=Evolv

AL=Area Light

S=Standard

GENERATION	VOLTAGE	OPTICAL CODE	DISTRIBUTION	CRI	CCT	DIMMING*	CONTROLS	MOUNTING ARM	COLOR	OPTIONS
03	0'=120-277V	Cx=7600M	SM= Symmetric Medium	7=70 (min)	30th= 3000K	N=Dimming thru PE receptacle	A=ANSI C136.41 7-Pin Receptacle (No Control)	CTe= Integral Slipfitter: Standard	BLOCK= Black	F=Fusing
	H'=347-480V	Dx=10000 lmb	SW= Symmetric Wide		40= 4000K	D=External Dimming 18/2 3 ft Cable	D=ANSI C136.417-Pin Receptacle with Shorting Cap	D1f= Universal Mounting Arm: Fitted for round or square poles mounting	DKBZ= Dark Bronze	H= Motion Sensor3, 14, 16 (Sensor Switch)
	E'M=277-480V	Fx=15000 lm	SH= Symmetric High Angle		50= 5000K	X=Non dimming, no external dimming leadsg	E3= ANSI C136.41 7-pin with Non-Dimming PE Control	K1e,g= Knuckle Slipfitter: For 1.9 In - 2.3 in OD Tenon	GRAY= Gray	H1= LightGrid w/ WattStopper14
		Hx=20000 lm	AF= Asymmetric Forward					S14,g= Knuckle Slipfitter: For 2.9 In - 3.0 in OD Tenon	WHITE= White	H2= Daintree enabled motion sensor14,g
	1=120V	Jx=25000 lm	AH= Asymmetric High Angle					VHe= Knuckle Wall Mount		H4= Motion Sensor (WattStopper)14
	2=208V	Kx=30000 lm	AW= Asymmetric Wide							J=cLIL/Canada
	3=240V		AN= Asymmetric Narrow/Auto							L= Tool-Less Entry
	4=277V									R= Enhanced Surge Protection (10KV/5kA)
	D=347V									S1g= Rotated Left
	5=480V									S2g= Rotated Right
										T= Extreme Surge Protection (20KV/10kA)
										U7= DALI Programmable

^1 Not Available with Fusing. Must Choose a Discrete Voltage with "F" Option Code ^2 Note Standard Dimming is 0-10V ^3 Not available in 277-480V ^4 Supplied with 3ft leads ^5 Supplied with 16/3 ft Cable ^6 Restricted Aiming Angle of 0-45° ^7 Compatible with LightGrid Wireless Control Nodes. Not Compatible with Motion Sensor Control ^8 Not available in 347V, 480V or 347-480V ^9 Only available with F,H,J,K optics ^10 Recommended for installations within 750 feet from coast. Lead time varies, check with factory. ^11 Select 3000K CCT for IDA approved fixtures. ^12 For aimed left of right light distribution orientation, as assembled in manufacturing. Not applicable for Symmetric Distributions ^13 Required for CX optical codes only, not available for other optic codes ^14 Not available with DALI ^15 DALI option not available with 347V, 480V, or 347-480V ^16 Not available with 20kV/10kA SPD

XXX = Special Options

Current

LED.com	Page 2 of 9
© 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.	(Rev 09/25/23)
	OLP31H_R04

EVOLVE EALS Series LED Outdoor Area Light

CUSTOMER NAME

PROJECT NAME

DATE TYPE

CATALOG NUMBER

TYPE

TYPE V

TYPE IV

TYPE III

TYPE II

OPTIC CODE DISTRIBUTION TYPICAL INITIAL LUMENS TYPICAL SYSTEM WATTAGE BUG RATINGS

3000K 4000K & 5000K 120-277 & 347-480V 3000K 4000 & 5000K

B-U-G B-U-G

C5 Symmetric Medium (SM) 7300 7500 46 B3-U0-G1 B3-U0-G1

D5 Symmetric Medium (SM) 9600 10000 64 B3-U0-G1 B3-U0-G1

F5 Symmetric Medium (SM) 14700 15000 101 B4-U0-G2 B4-U0-G2

H5 Symmetric Medium (SM) 19600 20000 140 B4-U0-G2 B4-U0-G2

J5 Symmetric Medium (SM) 24500 25000 186 B4-U0-G2 B4-U0-G2

K5 Symmetric Medium (SM) 29400 30000 239 B5-U0-G3 B5-U0-G3

C5 Symmetric Wide (SW) 7300 7500 46 B2-U0-G1 B2-U0-G1

D5 Symmetric Wide (SW) 9800 10100 64 B3-U0-G1 B3-U0-G1

F5 Symmetric Wide (SW) 14700 15100 101 B3-U0-G2 B3-U0-G2

H5 Symmetric Wide (SW) 19700 20200 140 B4-U0-G2 B4-U0-G2

J5 Symmetric Wide (SW) 24600 25200 186 B4-U0-G2 B4-U0-G2

K5 Symmetric Wide (SW) 29600 30300 239 B5-U0-G2 B5-U0-G2

C5 Symmetric High Angle (SH) 7000 7200 46 B3-U0-G1 B3-U0-G1

D5 Symmetric High Angle (SH) 9400 9600 64 B3-U0-G2 B3-U0-G2

F5 Symmetric High Angle (SH) 14200 14500 101 B4-U0-G2 B4-U0-G2

H5 Symmetric High Angle (SH) 18900 19300 140 B4-U0-G2 B4-U0-G2

J5 Symmetric High Angle (SH) 23600 24100 186 B5-U0-G3 B5-U0-G3

K5 Symmetric High Angle (SH) 28400 29000 239 B5-U0-G3 B5-U0-G3

C4 Asymmetric Forward (AF) 7300 7500 50 B1-U0-G2 B1-U0-G2

D4 Asymmetric Forward (AF) 9800 10000 70 B2-U0-G2 B2-U0-G2

F4 Asymmetric Forward (AF) 14700 15000 116 B2-U0-G2 B2-U0-G2

H4 Asymmetric Forward (AF) 19600 20000 140 B3-U0-G3 B3-U0-G3

J4 Asymmetric Forward (AF) 24500 25000 186 B3-U0-G3 B3-U0-G3

K4 Asymmetric Forward (AF) 29400 30000 239 B3-U0-G4 B3-U0-G4

C4 Asymmetric High Angle (AH) 7000 7200 50 B2-U0-G2 B2-U0-G2

D4 Asymmetric High Angle (AH) 9400 9600 70 B2-U0-G2 B2-U0-G2

F4 Asymmetric High Angle (AH) 14200 14500 116 B3-U0-G3 B3-U0-G3

H4 Asymmetric High Angle (AH) 18900 19300 140 B3-U0-G3 B3-U0-G4

J4 Asymmetric High Angle (AH) 23600 24100 186 B3-U0-G4 B3-U0-G4

K4 Asymmetric High Angle (AH) 28400 29000 239 B3-U0-G4 B3-U0-G4

C3 Asymmetric Wide (AW) 7300 7500 50 B2-U0-G1 B2-U0-G1

D3 Asymmetric Wide (AW) 8900 10100 70 B2-U0-G2 B2-U0-G2

F3 Asymmetric Wide (AW) 14700 15100 116 B2-U0-G2 B2-U0-G2

H3 Asymmetric Wide (AW) 19600 20200 140 B3-U0-G2 B3-U0-G3

J3 Asymmetric Wide (AW) 24600 25200 186 B3-U0-G3 B3-U0-G3

K3 Asymmetric Wide (AW) 29600 30300 239 B3-U0-G3 B3-U0-G3

C2 Asymmetric Narrow/Auto (AN) 7300 7500 50 B3-U0-G2 B2-U0-G2

D2 Asymmetric Narrow/Auto (AN) 9800 10100 70 B2-U0-G2 B2-U0-G2

F2 Asymmetric Narrow/Auto (AN) 14700 15100 116 B2-U0-G2 B3-U0-G3

H2 Asymmetric Narrow/Auto (AN) 19700 20200 140 B3-U0-G3 B3-U0-G3

J2 Asymmetric Narrow/Auto (AN) 24600 25200 186 B3-U0-G3 B3-U0-G3

K2 Asymmetric Narrow/Auto (AN) 29600 30300 239 B3-U0-G3 B3-U0-G3

For additional information on Non-Shielded and Shielded EALS files, please refer to LED.com

Current

LED.com	Page 3 of 9
© 2023 Current Lighting Solutions, LLC All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.	(Rev 09/25/23)
	OLP3H1_R04

INTEGRAL SLIPFITTER: CI

EVOLVE EALS Series LED Outdoor Area Light

CUSTOMER NAME _____ PROJECT NAME _____ DATE _____ TYPE _____ CATALOG NUMBER _____

KNUCKLE SLIPFITTER: S1

KEY MAP SCALE: 1" = 2000'

PDS

PROFESSIONAL DESIGN SERVICES. L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #3915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENES@PDS-NJ.COM GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENM@PDS NLICM

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

LANDSCAPE DETAILS

FOR

TAX BLOCK 22203 TAX LOT 11

KRISTIN 1/22/24 H:\PROJECTS\3236

Current LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 7 of 9 (Rev 09/25/23) OLP3H1_R04

TOWNSHIP OF JACKSON

OCEAN COUNTY NEW JERSEY

SCALE:	AS SHOWN	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 9	15
CHECKED BY:	WAS	SHEET: 9	15

Page 10 Download HTML

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER FIFTH-SEAS AND IN�用IN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.

KRISTIN 1/22/24 H:\PROJECTS\3236

CURB RAMP WIDTH

BITUMINOUS EXPANSION JOINTS 20 FT ON CENTER

COLOR SURFACE ___ SHADED AREA

↓

BITUMINOUS EXPANSION JOINT

SIDEWALK WIDTH VARIES

⇧ |⇧

PLAN VIEW

SECTION VIEW

DETECTABLE WARNING SURFACE PLAN DETAIL 1/2"=1'-0"

KEY MAP SCALE: 1" = 2000'

A PREFERMED EXPANSION JOINT 1/2" THICK, 4" WIDE, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FT. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FT, THE FULL WALK WIDTH.

THERE SHALL BE A BROOM FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL.

SIDEWALK SHALL CONSIST OF 4,000 PSI CONCRETE IN 28 DAYS.

CONCRETE SIDE WALK DETAIL SCALE: 3/8" - 1'-0"

1/2"=1'-0"

HANDICAP RAMP TYPE 1

NTS

SPECIFICATIONS

CHAIN LINK FENCE

METHOD OF DEPRESSING CONCRETE CURB NOT TO SCALE

SECTION

1/2" PREFERMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, TO BE INSTALLED BETWEEN CURB AND CONCRETE PAVEMENT OR CONCRETE BASE COURSE

CONCRETE CURB VERTICAL

CONCRETE APRON SECTION

CONCRETE 4,500 PSI 6 x 6- W1.4 x W1.4 WELDED WIRE MESH 1 1/2" DIA. STONE BLEND QUARRY PROCESSED SUB BASE

NOTES:

1. CURB TO BE CLASS B CONCRETI

TRANSVERSE JOINTS ½" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH PREFERRED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED ¼" IN FROM FRONT FACE AND TOP OF CURB.

EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.

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

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

ALIGNMENT & GRADE FOR CURB AND ROAD IMPROVEMENTS ALONG THE COUNTY ROAD SHALL BE ESTABLISHED BY THE DEVELOPERS ENGINEER AS APPROVED BY THE OCEAN COUNTY ENGINEER. STAKEOUT OF ALL CURB AND ROAD IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE EXECUTED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR. CURB AS BUILTS SHALL BE SUBMITTED TO THE OCEAN COUNTY ENGINEER PRIOR TO ANY PAVING OPERATIONS. FINAL AS BUILT INFORMATION SHALL BE SUPPLIED ON A REPRODUCIBLE MEDIUM, WILL INCLUDE TOP AND BOTTOM OF CURB, CENTERLINE AND QUARTER CROWN GRADES, MONUMENTS WHERE APPLICABLE, SHALL BE SIGNED AND SEALED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR AND ACCOMPANIED BY A MONUMENT CERTIFICATION WHERE APPLICABLE.

）

☰PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENS@PDS-NJ.COM GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENM@PDS-NJ.COM

ENLARGEMENT

SECTION A-A

GENERAL NOTE

COMPACTED ASPHALT MILLINGS

□

BOARD ON BOARD GATE

CONCRETE USED TO HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH

NTS

OCEAN COUNTY CURB

GATE HINGE

2. UNIT TO BE PINNED TO SURFACE WITH 3 - 3/4" DIAMETER STEEL RODS,

4. ALL ANGLES TO BE 45circ.

8' € POST TO € POST

——1”×6”TOP

WILLIAM A. STEVENS, III, P.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

NOTES:

1. SIGN SUPPORTS AND SUPPORT FOUNDATIONS SHALL BE DESIGNED TO SUSTAIN MINIMUM DESIGN LOADINGS FOR DEAD, LIVE, WIND, AND SEISMIC CONDITIONS IN ACCORDANCE WITH THE BUILDING CODE HAVING JURISDICTION. 2. NO L.E.D.'S OR MOVABLE COPY SIGNAGE IS PROPOSED. 3. ALL LETTERS TO BE MINIMUM 6" IN HEIGHT. 4. BUSINESS NAME AND ADDRESS TO BE PROVIDED. 5. GROUND SIGN MAY INCLUDE NO MORE THAN FOUR COLORS.

ELEVATION

SCALE:	AS SHOWN	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 10	15
CHECKED BY:	WAS	SHEET: 10	15

REFUSE / RECYLCING ENCLOSURE BOARD ON BOARD GATE

REFUSE / RECYCLING ENCLOSURE BOARD ON BOARD FENCE

GROUND SIGN

PAVEMENT WIDENING DETAIL - COUNTY ROAD

NTS

Page 11 Download HTML

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER P WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.

KRISTIN 1/22/24 H:\PROJECTS\3236

GENERAL NOTES

1. FOOTER TO BE N.J.D.O.T. CLASS "B" CONC. 2. INVERT TO BE CLASS "B" CONCRETE. 3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 4. FRAME AND GRATE TO BE NO. 2618 AS MANUFACTURED BY CAMPBELL FOUNDARY Co., W/6" BICYCLE GRATE. 5. PROVIDE 7/8" DIA. ALUMINUM LADDER RUNGS, 12" O.C. 6. ALL PRECAST STRUCTURES TO RECEIVE BITUMASTIC TAR COAT OUTSIDE ONLY. 7. ALL STORM SEWER PIPE SHALL HAVE A 6" STONE BEDDING TO 1/2 DIAMETER OF PIPE.

SECTION B-B

SECTION A-A

TYPE B INLET SCALE: 3/8"=1'-0"

PLAN

NOTES:

MANHOLE FRAME AND COVER SHALL BE PATTERN No. 1202B AS MANUFACTURED BY THE CAMPBELL FOUNDRY CO., OR APPROVED EQUAL.

MANHOLE FRAME AND COVER TO BE HEAVY DUTY, CONFORMING TO ASTM SPECIFICATION A-48 WITH SHOP COAT OF ASPHALTIC PITCH. STANDARD MANHOLE FRAME AND COVER NTS

OUTLET CONDUIT PROTECTION NOT TO SCALE

NOTES: 1. WALLS & FOOTER TO BE CLASS 'C' CONCRETE. 2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH ½" THICK CEMENT PLASTER. 3. FRAME AND GRATE TO BE #3440 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.

GRATE ELEV 6" CONCRETE OR CONCRETE BLOCK ORIFICE ELEV

INLETS TYPE B1 OR TYPE B2 TO BE OF THE SAME CONSTRUCTION AND DIMENSIONS AS INLET TYPE B, EXCEPT AS OTHERWISE INDICATED BELOW

STAGE 1

CONSTRUCT FOUNDATION AND INVERT IN TWO STAGES. LEAVE TOP SURFACE OF STAGE 1 ROUGH.

BASIN 2

BASIN BOTTOM ELEV	3" ORIFICE ELEV	GRATE ELEV
71.00	72.00	73.50

OUTLET CONTROL STRUCTURE

SCALE: 3/8"=1'-0"

TYPE B1 INLET NTS

NOTE:

FILL SECTION AREA MUST BE GRADED 2'−0" MINIMUM ABOVE TOP OF PIPE BEFORE EXCAVATING TRENCH.

STORM PIPE BEDDING NTS

NTS

PERFORATED HDPE RECHARGE SYSTEM

NTS

STORM DRAINAGE MANHOLE

NTS

FRONT ELEVATION 8" HIGH CURB

1. MATERIAL: GRAY CAST IRON ASTM A16-83, CLASS 30B. 2. IN RETROFIT SITUATIONS, THIS CURB PIECE (HEAD) WILL FIT EXISTING FOUNDRY CO. MANUFACTURED CURB INLETS FOR NJDOT TYPE B, B-1, D, D-1 AND D-2. 3. NAMEPLATE MESSAGE CAN BE MODIFIED TO SPECIFIC NEEDS WITHIN THE AREA SHOWN. 4. CASTING SUPPIED WITHOUT SLIREACE COATING

TYPE "N" CURB PIECE INLET SCALE: 3/4"=1'-0"

END SECTION 6" HIGH CURB

END SECTION 8" HIGH CURB

POST & RAIL FENCE AND GATE AT STORMWATER BASINS

KEY MAP

SCALE: 1" = 2000'

☰PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

WILLIAM A. STEVENS, III, P.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

TOWNSHIP OF JACKSON

OCEAN COUNTY NEW JERSEY

SCALE:	AS SHOWN	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 11	15
CHECKED BY:	WAS	SHEET: 11	15

Page 12 Download HTML

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER P WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.

NOTE: ALL NUMBERS REPRESENT INCHES UNLESS OTHERWISE SPECIFIED.

HEADWALL- ENDWALL FLARED END SECTION REINFORCED CONCRETE PIPE SCHEDULE

NOT TO SCALE

NOTE:

THE SAND MUST MEET THE SPECIFICATIONS FOR CLEAN MEDIUM-AGGREGATE CONCRETE SAND IN ACCORDANCE WITH ASTM M-6 OR ASTM C-33

2. STONE LAYER MUST MEET THE SPECIFICATIONS FOR CLEAN COARSE AGGREGATE IN ACCORDANCE WITH ASTM NO. 57.

SAND FILTER BED

NTS

OVERLAP FILTER EARRIC ON TOP

FABRIC ON TOP

「——〒〒〒〒

1. WASHED STONE RETENTION VOLUME = 5.1 CUBIC FEET PER LINEAR FOOT

2. DESIGN AND PROPER FUNCTION OF RECHARGE SYSTEM RELIES ON ADEQUATE PERMEABILITY OF SOILS BENEATH THE RECHARGE SYSTEM. EXCAVATION BENEATH INVERT OF PERFORATED PIPES SHALL BE CARRIED TO THE ELEVATION AT WHICH PERMEABILITY SAND AND GRAVEL IS ENCOUNTERED WHICH HAS A PERMEABILITY RATE OF AT LEAST 20 INCHES/HOUR. RECHARGE PIPE

NTS

GENERAL NOTES

ALL EDGES TO BE CHAMFERED 1"

D=DIAMETER OF PIPE.

PLAN VIEW

END VIEW

THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.

FOR ARCH PIPE, THE SPAN SHALL BE SUBSTITUTED FOR "D"

EXPOSED PORTIONS OF WALL TO BE RUBBED & FLOATED TO REMOVE FORM MARKS.

USE CLASS "B" CONCRETE

DESCRIPTION	"D"	"L"	"W"	"A"	"H"
HEADWALL	12"	21"	36"	24"	24"
HEADWALL	15"	26"	45"	30"	27"
HEADWALL	18"	31"	54"	36"	30"
HEADWALL	24"	42"	72"	48"	36"
HEADWALL	30"	52"	90"	60"	42"
HEADWALL	36"	62"	108"	72"	48"
HEADWALL	48"	83"	144"	96"	60"

OUTLET END

HEADWALL AND APRON DETAIL

SCALE: 3/8"=1'-0

KRISIN 1/22/24 H:\PROJECTS\323617 < 323617 S09 CONSTRUCTION DETAILS >

KEY MAP

SCALE: 1" = 2000'

2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENES@PDS-NJ.COM

GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENEN@PDS-NJ.COM

[F2]

WILLIAM A. STEVENS, J.P.E. P.P.

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

CONSTRUCTION DETAILS STORMWATER

FOR TAX BLOCK 22203 TAX LOT 11

TOWNSHIP OF JACKSON

NEW JERSEY

SCALE:	AS SHOWN	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 12	15
CHECKED BY:	WAS	SHEET: 12	15

Page 13 Download HTML

H:\PROJECTS\323617 < 323617 S09 CONSTRUCTION DETAILs >

KRISTIN 1/22/24 H:\PROJECTS\3236

1. PRIOR TO INSTALLATION:

METERS CANNOT BE INSTALLED IN CRAWL SPACES, BEHIND APPLIANCES, HOT WATER HEATERS OR FURNACES.

THERE MUST BE A MINIMUM CLEARANCE OF 12" ON EACH SIDE OF THE METER AND A MAXIMUM OF 36" ABOVE

THE FLOOR.

2. IN ADVANCE OF THE PROJECTED INSTALLATION DATE, CONTACT CUSTOMER SERVICE:

* AN APPLICATION FOR SERVICE MUST BE COMPLETED.

APPLICABLE CONNECTION FEES MUST BE PAID IN ACCORDANCE WITH THE CURRENT 'SCHEDULE OF RA

APPLICABLE CONNECTION FEES MUST BE PAID IN ACCORDANCE WITH THE CURRENT 'SCHEDULE OF RATES'.

AN APPOINTMENT IS SCHEDULED FOR WATER METER INSTALLATION, GRANTED ALL CONNECTION FEES HAVE BEEN SATISFIED.

ALL METERS ARE SUPPLIED BY THE AUTHORITY. (METERS 1 1/2 INCHES OR LARGER ARE INSTALLED BY THE CONTRACTOR BUT INSPECTED BY AUTHORITY PERSONNEL. METERS SMALLED THAN 1 1/2 INCHES WILL BE INSTALLED BY AUTHORITY PERSONNEL.)

3. AT THE TIME OF THE INSTALLATION:

* CURB STOPS AND SEWER CLEAN-OUTS ARE NOT PERMITTED IN DRIVEWAYS OR SIDEWALKS AND MUST BE SET TO GRADE BEFORE THE METER CAN BE INSTALLED.

* A TUB AND/OR SINK MUST BE INSTALLED IN ORDER TO FLOW TEST THE MET

* NEW CONSTRUCTION MUST HAVE HEAT.

NOTE: IF THE METER SPREAD OR OTHER REQUIREMENTS ARE NOT MET, AN ADDITIONAL FEE, IN ACCORDANCE

WITH THE CURRENT 'SCHEDULE OF RATES' WILL BE APPLIED TO THE ACCOUNT AND MUST BE PAID IN FULL BEFORE A SECOND INSTALLATION IS ATTEMPTED.

A SECOND INSTALLATION IS ATTEMPTED.

4. AFTER THE INSTALLATION:

ONCE THE AUTHORITY HAS DETERMINED THAT THE METER HAS BEEN SUCCESSFULLY INSTALLED AND

ONCE THE AUTHORITY HAS DETERMINED THAT THE METER HAS BEEN SUCCESSFULLY INSTALLED AND TESTED, CUSTOMER SERVICE WILL ISSUE A LETTER OF COMPLIANCE FOR PRESENTATION TO THE TOWNSHIP.

SINGLE WATER METER

NOT TO SCALE

WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN.

WATER MAIN SHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINT SHALL BE MECHANICAL JOINT OR PUSH-ON AND ALL FITTINGS BE MECHANICALLY JOINT CAST IRON.

OFFSETS MAY BE SUBSTITUTED FOR A "T" OF UP TO 24' IF APPROVED BY THE ENGINEER.

CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE.

MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6".

TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE THRUST DEVELOPED AT 100 PSI WORKING PRESSURE. MEGALUG RESTRAINT ALSO ACCEPTABLE IN PLACE OF TIE RODS.

UTILITY CROSSING DETAIL 3/8"=1'-0"

MULLER TAPPING VALVE

ALL NEWLY INSTALLED TAPPING SLEEVES & TAPPING VALVES SHALL BE PNEUMATICALLY TESTED AT A TEST PESSURE OF 150PSI FOR A PERIOD OF THIRTY MINUTES. AT THE END OF THE TEST PERIOD, IF THE TEST PRESSURE HAS REMAINED CONSTANT, THE TAPPING SLEEVE & VALVE SHALL HAVE PASSED THE TEST.

2. ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'X2'X6" CONCRETE COLLAR AROUND IT.

WET TAP CONNECTION

3/8"=1'-0"

NOTES:

6" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.

AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 2" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5

EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.

ALL TRENCHES TO BE SAW CUT.

COUNTY ROAD TRENCH RESTORATION 1"=1'-0" PIPE BEDDING SEE GENERAL NOTE #1

NOTES:

4" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.

2. AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 1.5" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5

EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.

ALL TRENCHES TO BE SAW CUT.

GENERAL NOTES:

UNSUITABLE MATERIAL ENCOUNTERED BENEATH THE TRENCH TO BE REMOVED TO A DEPTH DETERMINED BY THE ENGINEER. REFER TO THE TECHNICAL SPECIFICATIONS FOR DETAILED PIPE BEDDING REQUIREMENTS.

SUITABLE BACK FILL TO BE THOROUGHLY COMPACTED IN 6" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED).

AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES.

THE CONTRACTOR MUST DEWATER PRIOR TO PLACING THE PIPE IF WET TRENCH CONDITIONS ARE FOUND. THE PIPE MUST REMAIN IN DRY CONDITIONS UNTIL BACKFILLED.

TRENCH RESTORATION DETAIL

1"=1'-0"

TE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & MUA. CLEAN-OUT IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. SHOULD NO CURBING EXIST, THE AUTHORITY WILL DETERMINE WHETHER OR NOT A 2'x2'x6" CONCRETE COLLAR WILL BE CONSTRUCTED.

SEWER SERVICE LATERAL

3/8"=1'-0"

WATER MAIN

'8''=1'-0''

WATER SERVICE CONNECTION

3/8"=1'-0

WATER MAIN VALVE

3/8" = 1'-0"

WATER MAIN VALVE

3/8"=1'-0"

CALE: 3/8"=1'-0"

KEY MAP SCALE: 1" = 2000'

PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #3915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENS@PDS-NJ.COM GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393

N.J. PROFESSIONAL LAND SURVEYOR LICENSE #4339 STEVENM@PDS-NJ.COM

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

CONSTRUCTION DETAILs

UTILITY FOR

TAX BLOCK 22203 TAX LOT 11

TOWNSHIP OF JACKSON

SCALE:	AS SHOWN	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 13	15
CHECKED BY:	WAS	SHEET: 13	15

Page 14 Download HTML

H:\PROJECTS\323617 < 323617 DA-1 DRAINAGE AREA MAPS >

Page 15 Download HTML

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DES SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PRO WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES. L.L.O

26+005056

KRISTIN 1/22/24 H:\PROJECTS\323617 < 323617 DA-1 DRAINAGE AREA MAPS >

SOIL TYPE NOTE

ON SITE SOILS ARE:

AtsA - ATSION SAND (HSG A)

DocB - DOWNER LOAMY SAND (HSG B)

AS PER UNITED STATES DEPARTMENT OF AGRICULTURE NATURAL RESOURCE CONSERVATION SERVICE WEB SOIL SURVEY.

SOIL TYPE	DofgB
LEGEND
SOIL LIMIT LINE
DRAINAGE AREA LIMIT LINE
FLOW

KEY MAP

SCALE: 1" = 30'

22.07.19

2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

PROFESSIONAL DESIGN SERVICES, L.L.C.

IAN M BORDEN, PP

N.J PROFESSIONAL PLANNER LICENSE *33L100617400 IBORDEN*PDS-NJ.COM

WILLIAM A. STEVENS, PE, PP

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVEN*PDS-NJ.COM

GRAHAM J. MACFARLANE, PE, PP, CME

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM*PDS-NJ.COM

STEVEN METELSKI, JR., PLS

N.J PROFESSIONAL PLANNER, NEW JERSEY LIC. #3393 STEVEN*PDS-NJ.COM

WILLIAM A. STEVENS, III, P.E., P.P.

PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

POST DEVELOPMENT

DRAINAGE AREA MAP

FOR

TAX BLOCK 22203

TAX LOT 11

TOWNSHIP OF JACKSON

OCEAN COUNTY

SCALE: 1" = 30' JOB NUMBER: 323617

DRAWN RY: KNI DATE: MARCH 17 2023

SCALE:	1" = 30'	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET:	15
CHECKED BY:	WAS	SHEET:	15

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KRISTIN 1/22/24 H:\PROJECTS\323617 < 323617 SK01 PHASING PLAN >

BLOCK LO 2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

BLOCK LOT 19 1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

P D S ROFESSIONAL DESIGN SERVICES, L.L.C.

PROFESSIONAL DESIGN SERVICES, L.L.C. CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #3915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENS@PDS-NJ.COM GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENM@PDS-NJ.COM WILLIAM A. STEVENS, III, P.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

PHASING PLAN
FOR TAX BLOCK 22203 TAX LOT 11
TOWNSHIP OF JACKSON
OCEAN COUNTY	NEW JERSEY
SCALE:	1" = 30'	JOB NUMBER:	323617
DRAWN BY:	KNL	DATE:	MARCH 17, 2023
DESIGN/CALC'D BY:	IMB	SHEET: 1	1
CHECKED BY:	WAS	SHEET: 1	1