===== PAGE 1 =====
# PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22203 - LOT 11
## 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 |
## TOWNSHIP OF JACKSON
| H:\PROJECTS\323617 < 323617 S01 COVER > |
| 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 |
## OCEAN COUNTY
## NEW JERSEY
| BOARD CHAIRMAN | DATE |
| BOARD SECRETARY | DATE |
| BOARD ENGINEER | DATE |
KEY MAP
SCALE: 1" = 200'
| SHEET INDEX | SUPPLEMENTAL DRAWINGS |
| Sheet No. | Description | No. of Sheets | Description |
| 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 | |
## GENERAL NOTES
1. 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.
2. 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).
3. THE PROPERTY IS CURRENTLY LOCATED WITHIN THE INDUSTRIAL ZONE WITHIN THE CONSERVATION PLANNING DISTRICT OVERLAY.
4. THE FOLLOWING USES ARE PROPOSED AS PERMITTED IN THE I ZONE PURSUANT TO 244-63 OF THE JACKSON TOWNSHIP LAND USE ORDINANCE.
A. PERMITTED PRINCIPAL USES OF BUILDINGS AND STRUCTURES ARE AS FOLLOWS.
6. WAREHOUSING OR STORAGE OF GOODS AND PRODUCTS, PROVIDED:
A. NO GOODS ARE SOLD RETAIL FROM THE PREMISES.
B.ALL ITEMS ARE STORED WITHIN A COMPLETELY ENCLOSED BUILDING; AND
C. THE WAREHOUSING OR STORAGE OF HAZARDOUS CHEMICALS SHALL BE PROHIBITED.
9. CONTRACTOR'S OR CRAFTSMAN'S SHOP OR EQUIPMENT STORAGE AREA, INCLUDING GENERAL REPAIR SHOP, EXCEPT AUTOMOBILE DISMANTLING OR CANNIBALIZING
16. 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:
1. 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.
2. 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.
3. 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.
4. 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
5. 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.
6. 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.
7. 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.
5. THERE ARE NO FRESHWATER WETLANDS LOCATED ON NOR WITHIN 150 FEET OF THE PREMISES.
6.
7. SEWAGE DISPOSAL TO BE PROVIDED BY PUBLIC SEWER.
8. ALL UTILITIES (ELECTRIC, TELEPHONE, ETC.) TO BE PROVIDED UNDERGROUND. THE CONTRACTOR MUST VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION.
9. 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.
10. MAINTENANCE OF THE STORMWATER SYSTEM SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AND SUBJECT TO INSPECTION BY THE TOWNSHIP OF JACKSON.
11. ALL TRAFFIC CONTROL SIGNAGE INCLUDING PAVEMENT MARKINGS WILL BE PROVIDED IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".
12. ALL DISTURBED AREAS WILL BE VEGETATIVELY STABILIZED IN ACCORDANCE WITH THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN UPON COMPLETION OF THE GRADING ACTIVITIES.
13. 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.
14. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH APPLICABLE CODES, ORDINANCES AND MANUFACTURER'S REQUIREMENTS
15. TRAFFIC DIRECTION ARROWS, FIRE LANE MARKINGS, ETC. SHALL BE IN CONFORMANCE WITH JACKSON TOWNSHIP FIRE PREVENTION BUREAU AND TOWNSHIP ENGINEERING DEPARTMENT REQUIREMENTS.
16. 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.
17. ALL HANDICAP PARKING SPACES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS.
8. 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.
19. 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.
20. 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.
21. 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.
22. 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.
23. 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.
24. 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.
25. 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.
## OWNER / APPLICANT
WHITESVILLE DEVELOPMENT, LLC
427 WHITESVILLE ROAD
JACKSON, NJ 08527
## SITE
## KEY MAP SCALE: 1" = 2000'
SCALE IN FEET
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| 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
## FOR
## TAX BLOCK 22203 TAX LOT 11
TOWNSHIP OF JACKSON
| 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 |
===== PAGE 2 =====
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 =====
## 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.
2. 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.
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.
5. 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.
5. COUNTY ROAD IMPROVEMENTS MUST HAVE BASE PAVEMENT COURSE PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCIES.
6. 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:
1. GROUND SIGNS ARE PERMITTED IN THE I-INDUSTRIAL ZONE.
2. GROUND SIGN TO BE ILLUMINATED BY SMALL GROUND MOUNTED LIGHT.
## Variances Required
1. 244-63D – 100' front setback is required, 41.8' is existing
2. 244-63D – 30' side setback is required, 10.21' is existing on northern side
3. 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'
4. 244-207B – One (1) wall sign is permitted and two (2) are proposed
(1) Provided in Overhead Door Spaces
| Parking Calculations |
| Parking |
|
| Land Use | Units | 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:
BLOC
KEY MAP SCALE1 1"=2000'
| 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
| I-INDUSTRIAL ZONE REQUIREMENTS: |
| REQUIRED | PROPOSED | [F6] WILLIAM A. STEVENS, III, P.E., P.P. |
| MINIMUM LOT AREA | 2 ACRES | 5.01 ACRES |
| MINIMUM LOT WIDTH | 200 FT | 282.2 FT | PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 |
| MINIMUM LOT FRONTAGE | 125 FT | 282.43 FT | PRELIMINARY & FINAL SITE PLANS\nSITE PLAN\nFOR\nTAX BLOCK 22203\nTAX LOT 11\nTOWNSHIP OF JACKSON\nOCEAN COUNTY NEW JERSEY\nSCALE: 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\nDESIGN/CALC'D BY: IMB SHEET: 315\nCHECKED BY: WAS 15 |
| 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" |
Test Pits performed by PDS April 13, 2023
Permeability results per Tube Permeameter Tests
## STORMWATER BASIN NOTES:
1. THE PROJECT DOES NOT CONTAIN ANY HIGH POLLUTANT LOADING AREAS (HPLA) AND SECREGATION OR PRE-TREATMENT OF RUNOFF IS NOT REQUIRED.
2. 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.
3. 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.
4. A GROUNDWATER MOUNDING ANALYSIS INDICATES NO ADVERSE IMPACT TO ADJACENT WATERBODIES, WETLANDS, STRUCTURES OR SEPTICS.
5. 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.
## STORMWATER SYSTEM MAINTENANCE:
ALL MAINTENANCE FOR EACH STORMWATER MANAGEMENT SYSTEM WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.
| FOLLOWING IS A SUMMARY OF THE REQUIRED MAINTENANCE ACTIVITIES: |
| TASK | SCHEDULE |
| 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. |
TILLING AND/OR REPLACEMENT OF THE BASIN BOTTOM SHALL BE DONE WHEN THE CALCULATED PERMEABILITY RATES ARE NOT ACHIEVED.
## LEGEND
| 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 |  |
## GRADING & DRAINAGE NOTES:
1. 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.
2. ALL STORMWATER INLETS TO BE TYPE 'B' UNLESS OTHERWISE NOTED.
3. ALL BUILDING ROOF DRAINS WILL CONNECT TO THE STORMWATER DRAINAGE SYSTEM. ROOF DRAIN SYSTEM IS PRELIMINARY, PENDING THE COMPLETION OF FINAL ARCHITECTURAL DESIGN.
## 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.
3. THE RETENTION VOLUME OF THE UNDERGROUND RECHARGE SYSTEM IS 146 LF OR 745 CUBIC FEET.
BLOCK 22
LOT 19
| CK_22LOT 8 |
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| KEY MAPSCALE: 1" = 2000' |
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| 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 |
| SCALE: | 1" = 30' | JOB NUMBER: | 323617 |
| DRAWN BY: | KNL | DATE: | MARCH 17, 2023 |
| DESIGN/CALC'D BY: | IMB | SHEET: 4 | 15 |
| CHECKED BY: | WAS |
===== PAGE 5 =====
1. THRUST BLOCKS ARE TO BE PROVIDED AT ALL WATER MAINS, BENDS AND FITTINGS.
2. FIRE HYDRANTS MUST BE SUPPLIED BY A MINIMUM OF 6" WATER LINES.
5. 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.
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.
7. 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.
8. 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.
9. ALL WATER MAINS SHALL BE PVC C-900 PIPE. PIPE JOINTS SHALL BE OF PUSH-ON TYPE OR MECHANICAL JOINT TYPE.
10. PROVIDE 4'-0" MINIMUM COVER OVER WATER MAINS.
11. ALL WATER SERVICES AND PLUMBING SHALL CONFORM WITH THE PLUMBING SUBCODE NJAC 5:23-3.15.
12. ALL WATER VALVES SHALL BE RESILIENT WEDGE TYPE IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION STANDARD SPECIFICATION C-509.
13. VALVES SHALL BE PLACED ON WATER DISTRIBUTION MAINS NOT MORE THAN 1,000 FEET APART.
15. WATER METERS SUBJECT TO FINAL ARCHITECTURAL DESIGN.
14. A HYDRANT OR BLOW OFF VALVE SHALL BE LOCATED BEYOND THE LAST SERVICE CONNECTION ON TEMPORARY DEAD ENDS.
16. BACKFLOW PREVENTERS TO BE PROVIDED WITHIN EACH BUILDING FOR THE FIRE SERVICE. A PHYSICAL CONNECTION PERMIT IS REQUIRED FROM NJDEP FOR EACH BACKFLOW PREVENTER
| 22LOT 19 | | | | |
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| 2 | 01/22/2024 | REV PER PLANNING BOARD COMMENTS | KNL | |
| 1 | 11/20/2023 | GENERAL REVISIONS | KNL | |
| No. | DATE | DESCRIPTION | BY | |
| | | | |
# ☰PDS
CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS CONSTRUCTION SERVICES
#### PROFESSIONAL DESIGN SERVICES, L.L.C
PHONE 732 363 0060 FAX 732 363 0073
5 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 0870
PHONE 732 363 0060 FAX 732 363 0073
NEW JERSEY STATE BOARD OF P.E. & L.S.
ERTIFICATE OF AUTHORIZATION NO. 24GA28125400
WILLIAM A. STEVENS, PE, PP
GRAHAM J. MACFARLANE, PE, PP, CME
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110
N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400
IBORDEN@PDS-NJ.COM
| 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 |
===== PAGE 6 =====
SIGN SCHEDULE
BLOCK 22203
LOT 12
SITE PLAN TRAFFIC SYMBOL LEGEND
EACH ACCESSIBLE PARKING SPACE SHALL BE PAINTED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN THE PROPORTIONS ESTABLISHED BY THE AMERICANS WITH DISABILITIES ACT.
2. CHECK STATE AND LOCAL CODES FOR SYMBOL COLOR REQUIREMENTS.
3. ALL STRIPING SHALL BE PAINTED BLUE.
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.
4. WHEELCHAIR IMAGE SHALL BE CENTERED IN STALL.
HANDICAP PARKING SPACE
STOP SIGN POST
AND FOOTING
CROSSWALK
## HC PARKING SIGN
## NOTES:
NTS
TRUSS "ROOF
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
## NOTES:
SCALE: 1"=1'-0"
SINGLE 4" WIDE YELLOW STRIPE
SINGLE 4" WIDE YELLOW STRIPE
1. FIRE LANE GROUND MARKING SHALL BE A MINIMUM OF 20' WIDE
1. FIRE LANE GROUND MARKING SHALL BE "NO PARKING FIRE LANE"
2. THE LETTERING SHALL BE LEGIBLE AND THE LETTER SIZE SHALL BE A MINIMUM OF 24" HIGH AND A FOUR INCH STROKE.
3. THE WORDING SHALL FACE DIRECTION OF TRAVEL OR ALTERNATE DIRECTION OF TRAVEL FOR A MAXIMUM DISTANCE OF EVERY 75' ON PAVED SURFACE.
4. STRIPING AND LETTERING SHALL BE APPROVED NJDOT STANDARD TRAFFIC YELLOW PAINT.
GENERAL TRAFFIC NOTES
1. 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.
2. 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.
3. FIRE LANE SIGNS SHALL BE INSTALLED AS SHOWN, ALTERNATING DIRECTION OF TRAVEL EVERY SEVENTY FIVE (75') FEET.
4. TURNING RADII SHOWN ON THIS PLAN WERE GENERATED BY AUTOTURN PRO, USING A SU-30 TRANSPORT TRUCK.
5. STOP LINES, GORE LINES, CROSSWALKS, PAVEMENT SYMBOLS AND WORDS, YIELD MARKINGS AND 2' LONG DASHED WHITE LINES SHALL BE THERMOPLASTIC ALL OTHERS
PAINTED MARKING DETAIL
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.
1'-0"
1'-6"
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.
## FIRE LANE SIGN
SCALE: 1"=1'-0"
R1-1
0"x30"
RESERVED
PARKING
24"x30
## NO PARKING FIRE LANE
12"x18"
R7-82"x18"
KEY MAP SCALE: 1" = 2000'
SCALE: 1" = 2000'
## BLOCK 22 LOT 19
SCALE IN FEET
# ☰PDS
#### PROFESSIONAL DESIGN SERVICES, L.L.C
ONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS,
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
N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393
STEVENM@PDS-N.J.COM
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
PRELIMINARY & FINAL SITE PLANS
## TRAFFIC SIGNAGE & CIRCULATION PLAN
FOR
TAX BLOCK 22203
TAX LOT 11
TOWNSHIP OF JACKSON
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 |
===== PAGE 7 =====
| OCEAN COUNTY | JOB NUMBER: | 323617 |
| SCALE: | JOB NUMBER: | 323617 |
| DRAWN BY: | DATE: | MARCH 17, 2023 |
| DESIGN/CALC'D BY: | SHEET: | 7 |
| CHECKED BY: | WAS | 15 |
TAX BLOCK 22203
TAX LOT 11
# LIGHTING PLAN
PRELIMINARY & FINAL SITE PLANS
WILLIAM A. STEVENS, III, P.E., P.F. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 0870
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. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
BSTEVENS@PDS-N.J.COM
GRAHAM J. MACFARLANE, PE, PP, CMI
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110
N.J. PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104
GRAHAM J. MACFARLANE, PE, PP, CMI
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
☰ P D S ☰
PROFESSIONAL DESIGN SERVICES, L.L.O
| LOCK LOT 2 | 30 | 0 | 30 | 60 |
| SCALE IN FEET |
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| 2 | 01/22/2024 | REV PER PLANNING BOARD COMMENTS | KNL |
| 1 | 11/20/2023 | GENERAL REVISIONS | KNL |
| No. | DATE | DESCRIPTION | BY |
===== PAGE 8 =====
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.
LANDSCAPE SCHEDULE
| KEY | QTY | BOTANICAL NAME | COMMON NAME | INSTALLED HEIGHT | CALIPER | ROOT | COMMENTS |
| Shade Trees |
| AR | 8 | Acer buergeranum | Trident Red Maple | | 2(1)/(2) quot; - 3 quot; | B&B | Limbed up to 7'; Spring Planting Only |
| AS | 6 | Acer saccharum 'Legacy' | Legacy Sugar Maple | | 2(1)/(2) quot; - 3 quot; | B&B | Limbed up to 7', Fall Dig Hazard-Spring Planting Only |
| BN | 6 | Betula nigra 'Heritage' | Heritage River Birch | | 2(1)/(2) quot; - 3 quot; | B&B | Multi-stem; Limbed up to 7', Spring Planting Only |
| NS | 6 | Nyssa sylvatica | Black Gum | | 2(1)/(2) quot; - 3 quot; | B&B | Spring Planting Only |
| QP | 11 | Quercus phellos | Willow Oak | | 2(1)/(2) quot; - 3 quot; | B&B | Limbed up to 7'; Spring Planting Only |
| SA | 6 | Sassafras albidum | Sassafras | | 2(1)/(2) quot; - 3 quot; | 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 #x27; 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 #x27; 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 |
## TREE REMOVAL NOTES
## LEGEND
| 1. 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 | |
| 2. THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF JACKSON TOWNSHIP 405. | ORNAMENTAL TREE |  |
| 3. 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 | |
| 4. THE RETAINED TREES MUST BE IDENTIFIED BY FLAGGING WITH RIBBON. THE CONTRACTOR MUST CONTACT THE JACKSON TOWNSHIP FORESTER TO SCHEDULE AN INSPECTION. | SHRUB | |
| 5. ALL REMAINING TREES ARE TO BE PRUNED AS NECESSARY IN ACCORDANCE WITH INDUSTRY STANDARDS BY A NJ CERTIFIED TREE EXPERT. | EXISTING TREE | |
| 6. ALL SPECIMEN TREES WERE IDENTIFIED AND TABULATED BY PROFESSIONAL DESIGN SERVICES, LLC. | EXISTING TREE TO REMAIN | |
| 7. 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 | |
| 8. CLEARING LIMITS WILL BE FIELD SET AND APPROVED BY THE INSPECTING ENGINEER AND TOWNSHIP FORESTER PRIOR TO ANY LAND DISTURBANCE OPERATIONS. | TREE CLEARING LIMIT | |
| 9. 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 | |
| 10. 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 |  |
| 11. ALL LANDSCAPING MATERIAL TO HAVE A MAINTENANCE GUARANTEE PERIOD OF 2 | | |
11. ALL LANDSCAPING MATERIAL TO HAVE A MAINTENANCE GUARANTEE PERIOD OF 2 YEARS.
SMALL SCALE INFILTRATION BASIN LANDSCAPE NOTES
1. SMALL SCALE INFILTRATION BASIN BOTTOM TO BE 6" K-5 SAND.
KEY MAP
BLOCK 22
LOT 19
# P D S ROFESSIONAL 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
WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENS@PDS-NL.COM
BSTEVENSPDS-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
| LANDSCAPE 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: 8 |
| CHECKED BY: | WAS | 15 |
===== PAGE 9 =====
## LANDSCAPE NOTES
## GENERAL NOTES
A. THIS PLAN SHALL BE UTILIZED FOR LANDSCAPE AND TREE SAVE USES ONLY. PLEASE REFER TO SITE PLANS FOR CONSTRUCTION OF SITE IMPROVEMENTS.
B. ALL TREES ARE DRAWN TO THEIR ANTICIPATED MATURE DRIPLINE.
C. 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.
D. IN THE EVENT THAT PLANT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANTING SCHEDULE, THE PLAN SHALL SUPERSEDE.
E. 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.
F. 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
A. SOIL MUST BE FROST-FREE, FRIABLE AND NOT MUDDY AT THE TIME OF PLANTING.
B. 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.
C. 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.
D. 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.
E. ALL WIRE BASKETS MUST BE REMOVED PRIOR TO PLANTING.
F. 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.
G. 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.
H. 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
A. 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.
B. ALL PLANTS SHALL BE DUG, PACKED, TRANSPORTED AND HANDLED WITH THE UTMOST CARE TO ENSURE ADEQUATE PROTECTION FROM INJURY DESICCATION.
C. ALL PLANTS SHALL BE FREE FROM DISEASE AND INFESTATION, AND ALL LEGALLY REQUIRED AGRICULTURAL CERTIFICATIONS.
D. 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.
E. 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
A. ALL PLANTING SHALL BE WATERED AS NECESSARY FOR SOUND HORTICULTURAL PRACTICE DURING THE FIRST GROWING SEASON, TO ENSURE THEIR PROPER ESTABLISHMENT.
B. 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.
E. 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.
D. 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.
F. A PRIVATE WELL SHALL BE PROVIDED TO SUPPLY IRRIGATION WATER TO THE SITE.
5. MISCELLANEOUS
D. 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.
E. 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.
F. STREET AND PARKING LOT TREES SHALL HAVE NO BRANCHES LOWER THAN 7' ABOVE GRADE.
G. ALL DEAD OR SEVERELY DECLINING PLANTS SHALL BE REPLANTED WITHIN THE NEXT GROWING SEASON DURING PERFORMANCE AND MAINTENANCE BOND PERIODS.
H. 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.
REE PROTECTION FENCING
TREE CANOPY/DRIPLINE
- TREE TRUNK
○
## AVOID ROOT DAMAGE
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.
## TREE PROTECTION FENCING
6' HIGH, 2" STEEL
'U' CHANNEL OR
2"X2" TIMBER POSTS,
MAXIMUM 6' ON
CENTER
NOT TO SCALE
ORANGE PLASTIC MESH CONSTRUCTION FENCE - MINIMUM 4' HEIGHT USE 8" WIRE 'U' TO SECURE FENCE BOTTOM
1/3 OF POST HEIGHT BELOW GROUND
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
NOTE:
1 THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH
BE REMOVED PRIOR TO BACKFILLING OF THE PLANTING PIT
## PLANTING PIT
PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME
1. 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.
— COMPACTED SUBGRADE
PLANTING HOLE SHALL BE A MINIMUM OF 12" LARGER IN DIAMETER AND 6" DEEPER THAN THE SOIL BALL OR ROOT MASS
2. 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
NOTE:
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
1. 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.
2. 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.
3. ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.
## TREE PLANTING
NOT TO SCALE
FOLD BURLAP FROM TOP OF ROOT
BALL DOWN INTO GROUND SET TOP
OF BALL FLUSH WITH FINISH GRADE
-3" MULCH THROUGHOUT PLANT BED
DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT
-FINISHED GRADE OF ADJACENT LANDSCAPED AREA
PREPARED SOIL MIX
N THE ENTIRE BED
## NOTES:
-SCARIFY BOTTOM OF BED
TO BIND WITH NEW SOIL
1. 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
2. ALL TREE BEDS SHALL PERCOLATE. NOTIFY ARCHITECT IF SUBSOIL CONDITIONS PREVENT WATER
2. ALL TREE BEDS SHALL PERCOLATE. NOTIFY ARCHITECT IF SUBSOIL CONDITIONS PREVENT WATER PERCOLATION.
2. ALL TREE BEDS SHA PERCOLAT!C::.
3. SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT DID TO ITS NURSERY FIELD GROWN GRADE.
4. 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.
5. ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.
## 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 | GENERATION | VOLTAGE | OPTICAL CODE | DISTRIBUTION | CRI | CCT | DIMMING* | CONTROLS | MOUNTING ARM | COLOR | OPTIONS |
| E=Evolv | 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 |
| AL=Area Light | | 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) |
| S=Standard | | 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 | 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 |
| TYPE V | 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 |
| TYPE IV | 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 |
| TYPE III | 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 |
| TYPE II | 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 |
EVOLVE
EALS Series
LED Outdoor Area Light
CUSTOMER NAME _____
PROJECT NAME _____
DATE _____ TYPE _____
CATALOG NUMBER _____
INTEGRAL SLIPFITTER: CI
FRONT VIEW
## KNUCKLE SLIPFITTER: S1
TOP VIEW
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
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
| 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 |
===== PAGE 10 =====
BITUMINOUS EXPANSION JOINTS 20 FT ON CENTER
PLAN VIEW
BITUMINOUS EXPANSION
JOINT
SECTION VIEW
1. 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.
2. THERE SHALL BE A BROOM FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL.
3. SIDEWALK SHALL CONSIST OF 4,000 PSI CONCRETE IN 28 DAYS.
CONCRETE SIDE WALK DETAIL SCALE: 3/8" - 1'-0"
HANDICAP RAMP
2" WIDE TRANSVERSE EXPANSION JOINT SHALL BE INSTALLED IN THE CONCRETE CURB AT 20' OC INTERVALS. THE EXPANSION JOINT SHALL BE FILLED WITH PRE-FORMED BITUMINOUS IMPREGNATED JOINT FILER (AASHTO M-213). RECESSED 4" FROM FACE AND TOP OF CURB.
8"
CURB AND SIDEWALK
SHALL CONSIST OF 4,500
PSI CONCRETE AT 28 DAYS
CONCRETE CURB VERTICAL
6" 6"
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
CONCRETE APRON SECTION
COMPACTED ASPHALT MILLINGS
NTS
SUBGRADE MAY BE USED IN LIEU OF DGA IF SITE CONDITIONS PERMIT AND SUBJECT TO TOWNSHIP ENGINEER'S APPROVAL.
PAVEMENT SECTION
NTS
1/2" PREFERMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, TO BE INSTALLED BETWEEN CURB AND CONCRETE PAVEMENT OR CONCRETE BASE COURSE
PAVEMENT WIDENING DETAIL - COUNTY ROAD
NOTES:
### 1. CURB TO BE CLASS B CONCRETI
2. 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.
3. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.
4. 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.
5. 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.
6. 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.
OCEAN COUNTY CURB
BUSINESS NAME
BUSINESS NAME
BUSINESS ADDRESS
BUSINESS TELEPHONE
0.45" MIN. TO 0.90" MAX. TOP DIAMETER
TOTAL SIGN AREA
NOT TO EXCEED 30
SF SIGN SHOWN 24
SQUARE FEET
DOUBLE FACED
DIRECTORY
PORTION INTERIOR
LITE
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.
FINISHED GRADE
TRUNCATED DOME
SECTION DETAIL
8'=1'-0"
2.5" BOSS AROUND
PERIMETER AND AT
CENTER OF TILE
BASE DIAMETER
GROUND SIGN
CURB RAMP WIDTH
COLOR SURFACE ___ SHADED AREA
↓
SIDEWALK WIDTH
VARIES
⇧ |⇧
## HANDICAP RAMP TYPE 1
DETECTABLE WARNING SURFACE PLAN DETAIL 1/2"=1'-0"
NTS
1/2"=1'-0"
SPECIFICATIONS
UNIT SIZE: 20"x20"x1"
AVAILABLE IN 9 STANDARD
ROLL SIZES
UNIT WEIGHT: 18 OUNCES OR 4.5 POUNDS
GRASSPAVE2 SQUARES
HDPE (WITH SOME POST-CONSUMER RECYCLED CONTENT)
ADJACENT GRASSPAVE2 SQUARES
SECTION
COMPACTED SUBGRADE
TOP OF GRASS ROOT MASS
1/4" ABOVE TOP OF RING
GRASSPAVE2 ATTACH WITH
SNAP-FIT FASTENERS
ENLARGEMENT
ROOT MASS TO FILL
GRASSPAVE2
6" COMPACTED SANDY GRAVEL
BASE COURSE
BOARD ON BOARD GATE
と
と
と
☐
□
BRACE — BAND
1" x 1/8" STRETCHER BAR —
BAND WITH CARRIAGE
BOLT (TYP)
ALL POSTS TO BE —
HOT-DIPPED
GALVANIZED STEEL
## BLACK VINYL WRAPPED CHAIN LINK FENCE
WITH TOP & BOTTOM RAIL
MODEL: PERMAFUSED II COMMERCIAL 8 GAUGE,
2" MESH VINY COATED FENCE
—2”×4”
GATE HINGE
ALL RAILS TO BE HOT-DIPPED
GAI VANIZED STEEL
REFUSE / RECYLCING ENCLOSURE BOARD ON BOARD GATE
FABRIC FLUSH WITH TOP OF LOOP CAP UPPER RAIL; ALL SELVAGES SPRING EXPANSION
LINE POSTS
ELEVATION
NOTES:
PAVEMENT SURFACE
1. ALL FRAMEWORK SHALL BE HOT-DIPPED GALVANIZED STEEL, SCHEDULE 40 PIPE.
2. OUTSIDE DIAMETERS OF ALL POSTS SHALL BE IN ACCORDANCE WITH THE SPECIFIED REQUIREMENTS AND WILL VARY WITH NOMINAL FENCE HEIGHT.
3. FOOTING SIZES VARY WITH NOMINAL FENCE HEIGHT.
4. ALL POSTS, RAILS, HARDWARE AND FABRIC ARE TO BE BLACK VINYL WRAPPED.
5. ALL FENCING AND SWING GATES IN AND AROUND FIELD AREAS SHALL INCLUDE 4" POLYETHYLENE SAFETY CAPS.
C
LINE POST FENCE FOOTING AS REQUIRED CLASS B CONCRETE
CHAIN LINK FENCE
METHOD OF DEPRESSING
CONCRETE CURB
NOT TO SCALE
NOT TO SCALE
）
SECTION A-A
CONCRETE USED TO HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH
GENERAL NOTE
2. UNIT TO BE PINNED TO SURFACE WITH 3 - 3/4" DIAMETER STEEL RODS,
CONCRETE WHEEL STOP
4. ALL ANGLES TO BE 45circ.
NTS
8' € POST TO € POST
ELEVATION
REFUSE / RECYCLING ENCLOSURE BOARD ON BOARD FENCE
——1”×6”TOP
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. #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
WILLIAM A. STEVENS, III, P.E., P.P.
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
PRELIMINARY & FINAL SITE PLANS
## CONSTRUCTION DETAILS SITE
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: 10 | 15 |
| CHECKED BY: | WAS |
===== PAGE 11 =====
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.
6" IF CONCRETE OR
CONCRETE BLOCK, 8" I
BRICK
GENERAL NOTES
SECTION A-A
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.
LADDER RUNGS
TYPE B INLET SCALE: 3/8"=1'-0"
SECTION B-B
PLAN
NOTES:
1. MANHOLE FRAME AND COVER SHALL BE PATTERN No. 1202B AS MANUFACTURED BY THE CAMPBELL FOUNDRY CO., OR APPROVED EQUAL.
2. 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
NTS
PERFORATED HDPE RECHARGE SYSTEM
STORM PIPE BEDDING NTS
NOTE:
W1
NTS
OUTLET CONDUIT PROTECTION NOT TO SCALE
FILL SECTION AREA MUST BE GRADED 2'−0" MINIMUM ABOVE TOP OF PIPE BEFORE EXCAVATING TRENCH.
INLETS TYPE B1 OR TYPE B2 TO BE OF THE SAME CONSTRUCTION AND DIMENSIONS AS INLET TYPE B, EXCEPT AS OTHERWISE INDICATED BELOW
LADDER RINGS
CONSTRUCT FOUNDATION AND INVERT IN TWO STAGES.
LEAVE TOP SURFACE OF STAGE 1 ROUGH.
（一）
TYPE B1 INLET
NTS
STAGE 1
A L
GENERAL NOTES: CONCRETE BLOCK
1. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED ON BOTH INSIDE AND OUTSIDE WITH ½" THICK CEMENT PLASTER.
2. FOOTER TO BE NJDOT CLASS 'B' CONCRETE.
3. INVERT TO BE NJDOT CLASS 'S' CONCRETE.
4. FRAME AND COVER TO BE TYPE No. 1202B AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY OR APPROVED EQUAL.
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.
5. PROVIDE 3/4" DIAMETER ALUMINUM LADDER RUNGS, 18" OC.
WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0 MEASURED FROM THE TOP OF MANHOLE FRAME TO INVERT, SHALL BE 12" THICK. THE FOUNDATION DIMENSIONS SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN DEPTH.
STORM DRAINAGE MANHOLE
NTS
GRATE ELEV
B
SECTION A-A
GRATE ELEV
6" CONCRETE
OR CONCRETE
BLOCK
ORIFICE ELEV
SECTION B-B
BASIN 2
PLAN VIEW
6"
FRONT ELEVATION 6" HIGH CURB
FRONT ELEVATION 8" HIGH CURB
7" 6" 4" 6" 4" 6" 4" 6" 7"
| BASIN BOTTOM ELEV | 3" ORIFICE ELEV | GRATE ELEV |
| 71.00 | 72.00 | 73.50 |
| | |
1" 8" 9"
OUTLET CONTROL STRUCTURE
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
SCALE: 3/8"=1'-0"
TYPE "N" CURB PIECE INLET
SCALE: 3/4"=1'-0"
END SECTION
6" HIGH CURB
END SECTION
8" HIGH CURB
BEVEL ENDS 2"
MINIMUM
OVERLAP TYPICAL
LOCKING CLASP
BLACK CHAIN LINK
FENCE MESH TYPICAL
POST & RAIL FENCE AND GATE AT STORMWATER BASINS
## ☰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 #33L100617400
IBORDEN®PDS-NJ.COM
WILLIAM A. STEVENS, PE, PP
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
WILLIAM A. STEVENS, III, P.E., P.P.
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
PRELIMINARY & FINAL SITE PLANS
## CONSTRUCTION DETAILs
TAX BLOCK 22203
TAX LOT 11
| 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 |
===== PAGE 12 =====
NOTE: ALL NUMBERS REPRESENT INCHES UNLESS OTHERWISE SPECIFIED.
HEADWALL- ENDWALL FLARED END SECTION REINFORCED CONCRETE PIPE SCHEDULE
NOT TO SCALE
## GENERAL NOTES
PLAN VIEW
1. ALL EDGES TO BE CHAMFERED 1"
2-#6 DEFORMED BARS
LENGTH = 1.5 X DIAMETER
OF PIPE
2. D=DIAMETER OF PIPE.
3. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.
4. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.
END VIEW
5. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.
6. FOR ARCH PIPE, THE SPAN SHALL BE SUBSTITUTED FOR "D"
7. EXPOSED PORTIONS OF WALL TO BE RUBBED & FLOATED TO REMOVE FORM MARKS.
USE CLASS "B" CONCRETE
| DESCRIPTION | "D" | "L" | "W" | "A" | "H" | INV. B | T/W |
| 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" | | |
1'-0"
HEADWALL AND APRON DETAIL
NOTE:
OUTLET END
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
「——〒〒〒〒
NOTE:
#### 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
| | | |
| | | |
| | | |
| | | |
| | | |
| | | |
| | | |
| | | |
| | | |
| | | |
| | | |
| 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 #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 |
===== PAGE 13 =====
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
4. ALL TRENCHES TO BE SAW CUT.
3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.
COUNTY ROAD TRENCH RESTORATION
1"=1'-0"
PIPE BEDDING
SEE GENERAL
NOTE #1
2. 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
1. 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.
## NOTES:
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
3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.
4. ALL TRENCHES TO BE SAW CUT.
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.
3. AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES.
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.
2. SUITABLE BACK FILL TO BE THOROUGHLY COMPACTED IN 6" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED).
## NOTES:
4. THE CONTRACTOR MUST DEWATER PRIOR TO PLACING THE PIPE IF WET TRENCH CONDITIONS ARE FOUND. THE PIPE MUST REMAIN IN DRY CONDITIONS UNTIL BACKFILLED.
## GENERAL NOTES:
## TRENCH RESTORATION DETAIL
1"=1'-0"
3. OFFSETS MAY BE SUBSTITUTED FOR A "T" OF UP TO 24' IF APPROVED BY THE ENGINEER.
WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN.
2. 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.
4. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE.
5. MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6".
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"
3/8"=1'-0"
3/4" STONE BETWEEN
— VIRGIN GROUND AND
PIPE
PLUG REQUIRED PRIOR
TO BUILDING SEWER
INSTALLATION
WET TAP CONNECTION
SEWER SERVICE LATERAL
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.
2. ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'X2'X6" CONCRETE COLLAR AROUND IT.
3/8"=1'-0"
VARIES
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.
MUELLER TYPE H-10314
CURB BOX WITH
STATIONARY ROD, LID & FOOT PIECE OR EQUAL
VARIES
1" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP
MUELLER TAPPING SLEEVE MECH. TYPE H-615 250 PSI WORKING PRESSURE FOR ALL DUCTILE IRON WATER MAIN. FORD S.S. W/ D.I. FLANGE "FAST" STYLE FOR ALL OTHER MATERIAL WATER MAIN.
SAW CUT "W" IN CURB
TO LOCATE SERVICE
3/4" STONE -
MUELLER TYPE H-10314
CURB BOX WITH
STATIONARY ROD, LID & FOOT PIECE OR EQUAL
BINGHAM & TAYLOR 5-1/4" NO.
4908 VALVE BOX TOP SECTION
AND COVER SIZE NO. 54-S OR
EQUAL LID MARKED "WATER" SET
ON 6" OF 3/4" STONE
CURB BOX MUST BE LOCATED IN PLANTER AREA BETWEEN SIDEWALK AND CURB. CURB BOX 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
GROUND KEY CURB STOP &
- DRAIN, MUELLER 15201, 15209
ORISEAL, FORD Z22 OR EQUAL
MUELLER CORP. — GOOSE NECK BEND
CONCRETE THRUST BLOCK BACK TO VIRGIN GROUND 3500 PSI CONCRETE
SIDEWALK
MULLER TAPPING VALVE
BINGHAM & TAYLOR 5-1/4" NO.
4908 VALVE BOX TOP SECTION
AND COVER SIZE NO. 54-S OR
EQUAL LID MARKED "WATER" SET
ON 6" OF 3/4" STONE
CURB BOX MUST BE LOCATED IN PLANTER AREA BETWEEN SIDEWALK AND CURB. CURB BOX 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
ACTIVE
MUELLER BRONZE SERVICE
SADDLE PVC, C900 DR14 =
MUELLER H-13000 A.C.P., 2" D.I.F
MUELLER BR2B
WATER MAIN
SIDEWALK
GROUND KEY CURB STOP & DRAIN, MUELLER 15201, 15209 ORISEAL, FORD Z22 OR EQUAL
1" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP
CONCRETE BLOCK
ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6" CONCRETE COLLAR AROUND IT.
## WATER SERVICE CONNECTION
## WATER MAIN VALVE
3/8" = 1'-0"
3/8"=1'-0
BUFFALO TYPE VALVE BOX
BINGHAM & TAYLOR MODEL NO.
4908 2 PIECE, 5 1/4" SHAFT LID
MARKED "WATER"
BUFFALO TYPE VALVE BOX
BINGHAM & TAYLOR MODEL NO.
4908 2 PIECE, 5 1/4" SHAFT LID
MARKED "WATER"
ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6" CONCRETE COLLAR AROUND IT.
## WATER MAIN VALVE
4' X 3/8" FIBERGLASS MARKER
WITH RED & WHITE
REFLECTIVE BANDING & _____
STAINLESS STEEL
SPRING; HY-VIZ INC. OR
EQUAL
3/8"=1'-0"
MEGALUGS IN PLACE OF TIE RODS TYPICAL
FIRE HYDRANT
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
| SCALE: | AS SHOWN | JOB NUMBER: | 323617 |
| DRAWN BY: | KNL | DATE: | MARCH 17, 2023 |
| DESIGN/CALC'D BY: | IMB | SHEET: 13 | 15 |
| CHECKED BY: | WAS |
===== PAGE 14 =====
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.
===== PAGE 15 =====
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
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.
| LEGEND |
| SOIL TYPE | DofgB |
| 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. |
| 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 *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 |
===== PAGE 16 =====
| 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 |
