===== PAGE 1 =====
## PROPERTY OWNERS LIST
SUPPLIED BY THE TOWNSHIP OF JACKSON ON SEPTEMBER 11, 2023
D.KLEE OWEN LITTLE & ASSOC. B: 2508 - L: 5
B: 2508 - L: 6
443 ATLANTIC CITY BLVD JOHN K REVELL & LIESEL J TREACY A&A TRUCK PARTS INC
BEACHWOOD, NJ 08722 361 W COMMODORE BLVD 80 HENDRICKSON RD
JACKSON, NJ 08527 JACKSON, NJ 08527
## OCEAN COUNTY PLANNING BOARD
129 HOOPER AVE
TOMS RIVER, NJ 08753
NJ NATURAL GAS CO
B: 2508 - L: 19
CHRISTINE RALLO
466 LEMING RD
JACKSON, NJ 08527
B: 3801 - L: 4
MATTHEW MOLOKIE
431 LEMING RD
JACKSON, NJ 08527
NJ NATURAL GAS CO
P.O. BOX 1464
JACKSON, NJ 08527
WALL, NJ 07719
B: 2501 - L: 13
360 W COMMODORE LLC
JCP&L CO
72 PINTA CT
300 MADISON AVE
BRICK, NJ 08723
MORRISTOWN, NJ 07932
MONMOUTH CABLEVISION ASSOC
1501 18TH AVE
WALL, NJ 07719
VERIZON NEW JERSEY INC
777 PARKWAY AVE
TRENTON, NJ 08618
B: 2508 - L: 16
KYLE & ASHLEY L STYBE
424 LEMING RD
JACKSON, NJ 08527
B: 3801 - L: 5
GERALD & SUSAN BURST
MONMOUTH CABLEVISION ASSOC
1501 18TH AVE
B: 2508 - L: 16
WALL, NJ 07719
KYLE & ASHLEY L STYBE
424 LEMING RD
VERIZON NEW JERSEY INC
JACKSON, NJ 08527
777 PARKWAY AVE
TRENTON, NJ 08618
B: 3801 - L: 5
GERALD & SUSAN BURST
425 LEMING RD
JAMES M SANTOS
JACKSON, NJ 08527
439 LEMING RD
JACKSON, NJ 08527
B: 2508 - L: 7
A&A TRUCK PARTS INC
80 HENDRICKSON RD
JACKSON, NJ 08527
B: 2508 - L: 15
ALVERO ALCAIDE
TRENTON, NJ 08618
B: 3801 - L: 5
GERALD & SUSAN BURST
B: 3801 - L: 3
JAMES M SANTOS
439 LEMING RD
JACKSON, NJ 08527
B: 2508 - L: 3
A&A TRUCK PARTS INC
B: 2508 - L: 15
ALVERO ALCAIDE
420 LEMING RD
JACKSON, NJ 08527
B: 2501 - L: 12
A&A TRUCK PARTS INC
B: 2501 - L: 12
A&A TRUCK PARTS INC
B: 2501 - L: 12
FREEHOLD, NJ 07728
B: 2508 - L: 8
323 WEST COMMODORE LLC
5 DEBRA WAY
LAKEWOOD, NJ 08701
B: 2508 - L: 4
WIROS JAKSARN & MARIA MARTINEZ
365 W COMMODORE BLVD
JACKSON, NJ 08527
B: 3801 - L: 5
GERALD & SUSAN BURST
425 LEMING RD
JACKSON, NJ 08527
B: 2508 - L: 7
A&A TRUCK PARTS INC
B: 80 HENDRICKSON RD
JACKSON, NJ 08527
B: 2501 - L: 3
340 WEST COMMODORE LLC
B: 3801 - L: 1
SCHNELLER-RAND, GINA ETAL
457 LEMING RD
JACKSON, NJ 08527
B: 3801 - L: 1
LAKEWOOD, NJ 08527
B: 2508 - L: 18
LEMING RD
A&A TRUCK PARTS INC
80 HENDRICKSON RD
FREEHOLD, NJ 07728
B: 3801 - L: 2
DONNA L STINSON
447 LEMING RD
JACKSON, NJ 08527
B: 2508 - L: 17
ROBERT SLATTERY
450 LEMING RD
JACKSON, NJ 08527
APPROVED AS PRELIMINARY & FINAL MAJOR SITE PLAN WITH USE VARIANCE TO DEVELOP A COMMERCIAL PARKING & STORAGE AREA FOR BLOCK 2508, LOTS 6, 7, & 18 BY THE JACKSON TOWNSHIP ZONING BOARD OF ADJUSTMENT VIA RESOLUTION NO. _____ DATED.
| BOARD CHAIRMAN | DATE |
| BOARD SECRETARY | DATE |
| BOARD ENGINEER | DATE |
# PRELIMINARY & FINAL MAJOR SITE PLAN FOR
## BLOCK 2508 - LOT 6 & 7
## TOWNSHIP OF JACKSON
## OCEAN COUNTY
## NEW JERSEY
KEY MAP SCALE: 1" = 200'
| SHEET INDEX | SUPPLEMENTAL DRAWINGS |
| Sheet No. | Description | No. of Sheets | Description |
| 1 | COVER SHEET | 1 | SOIL EROSION & SEDIMENT CONTROL PLANS |
| 2 | SITE PLAN | 2 | WEST COMMODORE BOULEVARD PLANS |
| 3 | GRADING, STORM DRAINAGE PLAN & UTILITY PLAN | 3 | BOUNDARY SURVEY |
| 4 | LANDSCAPE & LIGHTING PLAN | LAND USE ZONE |
| 5 | LANDSCAPE & LIGHTING DETAILS | LC LIMITED COMMERCIAL |
| 6 | CONSTRUCTION DETAILS | LM LIGHT INDUSTRIAL/OFFICE/MANUFACTURING |
| 7 | CONSTRUCTION DETAILS | MHP MOBILE HOME PARK |
| 8 | CONSTRUCTION DETAILS | R-1 SINGLE FAMILY RESIDENTIAL (LOW DENSITY) |
| 9 | PRE-DRAINAGE AREA MAP | R-3 RURAL RESIDENTIAL |
| 10 | POST-DRAINAGE AREA MAP | LAND USE |
| | (C) COMMERCIAL |
| | (R) RESIDENTIAL |
| | (P) PUBLIC |
| | (V) VACANT |
## GENERAL NOTES
PROPERTY IS KNOWN AS TAX LOTS 6 AND 7 IN BLOCK 2508 AS SHOWN ON THE JACKSON TOWNSHIP TAX MAP SHEET 25 AND CONTAINS 7.82 ACRES.
2. OUTBOUND INFORMATION TAKEN FROM A MAP ENTITLED "MAP OF SURVEY FOR TAX BLOCK 2508 - TAX LOTS 6, 7, AND 18 (REFERENCE TAX MAP SHEET NO. 25), JACKSON TOWNSHIP, OCEAN COUNTY, NEW JERSEY" AS PREPARED BY PROFESSIONAL DESIGN SERVICES LLC, DATED JANUARY 25, 2023.
3. THE PROPERTY IS CURRENTLY LOCATED WITHIN THE LC - LIMITED COMMERCIAL ZONE WITHIN THE CONSERVATION PLANNING DISTRICT OVERLAY.
4. FRESHWATER WETLANDS SHOWN AS VERIFIED BY THE NJDEP, FILE NO. 1511-07-0025.1
5. THE OFFICE TRAILER WILL BE SERVICED BY MUNICIPAL WATER AND INDIVIDUAL SUBSURFACE DISPOSAL SYSTEM.
6. ALL UTILITIES (ELECTRIC, TELEPHONE, ETC.) TO BE PROVIDED UNDERGROUND. THE CONTRACTOR MUST VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION.
7. SOLID WASTE IS TO BE PICKED UP BY A PRIVATE GARBAGE HAULER. THE REFUSE AREA SHALL CONTAIN AN AREA FOR THE COLLECTION OF RECYCLABLE MATERIALS.
MAINTENANCE OF THE STORMWATER SYSTEM SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AND SUBJECT TO INSPECTION BY THE TOWNSHIP OF JACKSON.
9. ALL TRAFFIC CONTROL SIGNAGE INCLUDING PAVEMENT MARKINGS WILL BE PROVIDED IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".
10. ALL DISTURBED AREAS WILL BE VEGETATIVELY STABILIZED IN ACCORDANCE WITH THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN UPON COMPLETION OF THE GRADING ACTIVITIES.
11. 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.
12. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH AFFICABLE CODES, ORDINANCES AND MANUFACTURER'S REQUIREMENTS.
13. TRAFFIC DIRECTION ARROWS, FIRE LANE MARKINGS, ETC. SHALL BE IN CONFORMANCE WITH JACKSON TOWNSHIP FIRE PREVENTION BUREAU AND TOWNSHIP ENGINEERING DEPARTMENT REQUIREMENTS.
14. 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.
15. ALL HANDICAP PARKING SPACES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS
16. 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.
17. 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.
18. 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.
19. 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.
20. 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.
1. 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-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.
22. 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.
23. 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
A&A TRUCK PARTS, INC.
80 HENDRICKSON ROAD
FREEHOLD, NJ 07728
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| 1 | 07/26/2024 | REVISED AS PER ZONING BOARD MEETING | 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. #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-NJ.COM
WILLIAM A. STEVENS, III, P.E., P.P.
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
PRELIMINARY & FINAL MAJOR SITE PLANS
## COVER SHEET
FOR
## TAX BLOCK 2508 TAX LOTS 6 & 7
TOWNSHIP OF JACKSON
OCEAN COUNTY
NEW JERSEY
| SCALE: AS SHOWN | JOB NUMBER: 323608 |
| DRAWN BY: KNL | DATE: JULY 17, 2023 |
| DESIGN/CALC'D BY: IMB | SHEET: 1 |
| CHECKED BY: WAS |
===== PAGE 2 =====
OWNERSHIP OF DOCUMENTS
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 PWITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES.
## VARIANCES REQUIRED
LC- LIMITED COMMERCIAL ZONE REQUIREMENTS (INTERIOR LOT)
| 1) SECTION 244-55 - FLEET PARKING AND EQUIPMENT AND CONTAINER STORAGE NOT PERMITTED IN THE LIMITED COMMERCIAL (LC) ZONE. |
(VACANT)
LM ZONE
(1) WETLAND AREA EXCLUDED FROM CALCULATIONS
SITE PLAN LEGEND
# P D S ROFESSIONAL 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 MAJOR SITE PLANS
SITE PLAN
| FOR |
| TAX BLOCK 2508 TAX LOTS 6 & 7 |
| TOWNSHIP OF JACKSON |
| OCEAN COUNTY | NEW JERSEY |
| SCALE: | 1" = 40' | JOB NUMBER: 323608 |
| DRAWN BY: | KNL | DATE: JULY 17, 2023 |
| DESIGN/CALC'D BY: | IMB | SHEET: 2 |
| CHECKED BY: | WAS | 10 |
| SCALE: 1" = 40' | JOB NUMBER: 323608 |
| DRAWN BY: KNL | DATE: JULY 17, 2023 |
| DESIGN/CALC'D BY: IMB | SHEET: 2 |
| CHECKED BY: WAS |
===== PAGE 3 =====
OWNERSHIP OF DOCUMENTS
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 PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.
KRISTIN 7/26/24
H:\PROJECTS\323608 < 363608 S03 STORM DRAINAGE PLAN >
===== PAGE 4 =====
LANDSCAPE SCHEDULE
| KEY | QTY | BOTANICAL NAME | COMMON NAME | HEIGHT | CALIPER | ROOT | COMMENTS |
| Shade Trees |
| AR | 8 | Acer rubrum 'Franksred' or 'October Glory' | Red Sunset or October Glory Red Maple | | 21/2" - 3" | B&B | Limbed up to 7' |
| AS | 9 | Acer saccharum 'Green Mountain' | Green Mountain Sugar Maple | | 21/2" | B&B | Fall Dig Hazard-Spring Planting Only |
| CC | 7 | Carpinus caroliniana | American Hornbeam | | 21/2" | B&B | Fall Dig Hazard-Spring Planting Only |
| QP | 8 | Quercus phellos | Willow Oak | | 21/2" | B&B | Limbed up to 7'; Fall Dig Hazard-Spring Planting Only |
| ZS | 3 | Zelkova serrata 'Green Vase' | Green Vase Zelkova | | 21/2" - 3" | B&B | Fall Dig Hazard-Spring Planting Only |
| Evergreen Trees |
| CJ | 11 | Cryptomeria japonica 'Radicans' | Japanese Cedar | $ 6' - 8' $ | B&B | | |
| CL | 18 | Chamaecyparis × Cupressocyparis leylandii | Leyland Cypress | $ 6' - 8' $ | B&B | | |
| CT | 24 | Chamaecyparis thyoides | Atlantic White Cedar | $ 6' - 8' $ | B&B | | |
| IO | 32 | Ilex opaca | American Holly | $ 6' - 8' $ | B&B | Plant 2 'Jersey Knight' as pollinator |
| PO | 15 | Picea omorika | Serbian Spruce | $ 6' - 8' $ | B&B | | |
| TO | 10 | Thuja Occidentalis 'Smarad' | Emerald Green Arborvitae | $ 6' - 8' $ | B&B | | |
| TS | 9 | Thuja (standish x plicata) 'Green Giant' | Green Giant Arborvitae | $ 6' - 8' $ | B&B | | |
| Shrubs |
| CA | 30 | Clethra alnifolia 'Ruby Spice' | Ruby Spice Summersweet | $ 24" - 30" $ | #5 CONT | | |
| CS | 49 | Cornus sericea | Redosier Dogwood | $ 24" - 30" $ | #5 CONT | | |
| HP | 9 | Hydrangea paniculata 'Limelight' | Limelight Hardy Hydragea | $ 24" - 30" $ | #5 CONT | | |
| IM | 43 | Ilex x merserveae 'Blue Princess' | Blue Princess Holly | $ 30" - 36" $ | #5 CONT | Plant 4 'Blue Prince' as pollinator |
| IV | 34 | Ilex verticillata 'Winter Red' | Winter Red Winterberry | $ 30" - 36" $ | #5 CONT | Plant 3 'Jim Dandy' as pollinator |
| SN | 49 | Spiraea nipponica 'Snowmound' | Snowmound Spirea | $ 30" - 36" $ | #5 CONT | | |
| VC | 34 | Viburnum carlesii | Korean Spice Viburnum | $ 30" - 36" $ | #5 CONT | | |
LEGEND
SHADE TREE
ORNAMENTAL TREE
EVERGREEN
SHRUB
GROUND COVER/PERENNIALS
EXISTING TREE
XX##
TREE CLEARING LIMIT
PI ANT OILAN
PLANT QUANTIT
1 07/26/2024 REVISED AS PER ZONING
No. DATE DESCRIPTION
TREE PROTECTION FENCE
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
RAHAM J. MACFARLANE, PE, PP, CM
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
STFENM®PDS-N.J.COM
| WILLIAM A. STEVENS, III, P.E., P.P |
| PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 |
VIII.EIN IV.I. OI EVEING, III, I.L., I.I. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
_MINARY & FINAL MAJOR SITE PLANS
LANDSCAPE & LIGHTING PLAN
TAX BLOCK 2508
TAX LOTS 6 & 7
TOWNSHIP OF JACKSON
NTV
| OCEAN COUNTY | NEW JERSEY |
| SCALE: | 1" = 40' | JOB NUMBER: | 323608 |
| DRAWN BY: | KNL | DATE: | JULY 17, 2023 |
| DESIGN/CALC'D BY: | IMB | SHEET: 4 | 10 |
| CHECKED BY: | WAS |
===== PAGE 5 =====
## LANDSCAPE NOTES
1 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.
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
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.
A. SOIL MUST BE FROST-FREE, FRIABLE AND NOT MUDDY AT THE TIME OF PLANTING.
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.
ALL WIRE BASKETS MUST BE REMOVED PRIOR TO PLANTING.
ALL PROPOSED TREES SHALL BE SET IN BEDS MULCHED TO THE LIMIT OF THEIR PLANTING PITS. EXCEPT AS NOTED ALL OTHER TYPES OF PLANTINGS SHALL BE SET IN CONTINUOUS, MASSED PLANTING BEDS, RATHER THAN ISOLATED INDIVIDUALS. ALL TREE AND SHRUB BEDS SHALL RECEIVE A 3" THICK APPLICATION OF A THOROUGHLY COMPOSTED ORGANIC MULCH FREE FROM ANY OBJECTIONABLE OR FOREIGN MATERIALS.
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.
### 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.
C. 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.
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.
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.
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.
TREE PROTECTION FENCING
CANOPY/DRIPLINE
UNK
-
## NOTES:
ཀཱ་ཤཱིནྟཾ་ཀུ་རུ་སྭཱཧཱ།
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
ORANGE PLASTIC MESH CONSTRUCTION FENCE - MINIMUM 4' HEIGHT
NOT TO SCALE
USE 8" WIRE 'U' TO SECURE FENCE BOTTOM3 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
NOTE:
CUT AND REMOVE BURLAP AND STRING FROM TOP 1/3 OF ROOT BALL; ALL WIRE BASKETS TO BE REMOVED PRIOR TO BACKFILLING OF THE PLANTING PIT
PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME
THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROWTH
PLANTING HOLE SHALL BE A MINIMUM OF 12" LARGER IN DIAMETER AND 6" DEEPER THAN THE SOIL BALL OR ROOT MASS
COMPACTED SUBGRADE
1. THE LOOP IN CONTACT WITH THE TREE SHALL BE LOOSE ENOUGH TO PERMIT GROW AND PREVENT GIRDLING FOR TWO YEARS, BUT SHALL BE TIGHTLY BOUND TO THE STAKE TO PREVENT SLIPPING.
2. ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.
## EVERGREEN TREE PLANTING
NTS
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 IMPORTED TOPSOIL TO RAISE GRADES AND MIX AS SPECIFIED
2. ALL TREE BEDS SHALL PERCOLATE. NOTIFY ARCHITECT IF SUBSOIL CONDITIONS PREVENT WATER PERCOLATION.
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
5. ALL TREE PLANTING IS TO BE IN CONFORMANCE WITH SECTION §244-193 OF THE JACKSON TOWNSHIP ORDINANCE.
## SHRUB PLANTING DETAIL
NOT TO SCALE
### DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE
ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NEVER CUT CENTRAL LEADER OR TRUNK.
### 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
正
PLANTING MIXTURE INCORPORATING A MINIMUM 25% ORGANIC MATTER BY VOLUME
COMPACTED SUBGRADE
- PLANTING HOLE SHALL BE A MINIMUM OF 12" LARGER IN DIAMETER AND 6" DEEPER THAN THE SOIL BALL OR ROOT MASS
## NOTE
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
SEE MOUNTING HEIGHT
HANDHOLE
POLE MOUNTED LIGHT
NTS
## Ordering Number Logic Evolve™ LED Scalable Area Light (EASB)
EAS B ___
50' BUFFER
- - - - - -
Rating values for B and G are based on rated lumens and may vary due to flux tolerances. *Contact Manufacturer for 347-480v IES file numbers.
@40' OC
## BUFFER SECTION
## 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
STEVENENMS@PDS-NJ.COM
WILLIAM A. STEVENS, III, P.E., P.P.
WILLIAM A. STEVENS, III, P.E., P.P.
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
## PRELIMINARY & FINAL MAJOR SITE PLANS
## LANDSCAPE & LIGHTING DETAILS
FOR
## TAX BLOCK 2508 TAX LOTS 6 & 7
TOWNSHIP OF JACKSON
| TOWNSHIP OF JACKSON |
| OCEAN COUNTY | NEW JERSEY |
| SCALE: | AS SHOWN | JOB NUMBER: | 323608 |
| DRAWN BY: | KNL | DATE: | JULY 17, 2023 |
| DESIGN/CALC'D BY: | IMB | SHEET: 5 | 8 |
| CHECKED BY: | WAS |
===== PAGE 6 =====
RADIUS =1" CURBING NOTES:
1, ½" 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 ¼" FROM FACE AND TOP OF CURB.
8"
2. CURB AND SIDEWALK SHALL CONSIST OF 4,500 PSI CONCRETE AT 28 DAYS.
CONCRETE CURB VERTICAL
SCALE:1"=1'-0"
PAVEMENT SURFACE
DEPRESSED CONCRETE CURB
8"
CONCRETE CURB
SECTION DETAIL
1/2"=1'-0"
JOINT
AS SPECEFIED
NJDOT CLASS B
CONCRETE 4,500
PSI
6 x 6-W1.4 x
W1.4 WELDED
WIRE MESH
1 1" DIA. STONE
BLEND QUARRY
PROCESSED
SUB BASE
FABC-1
SURFACE
COURSE
COMPACTED BITUMINOUS STABILIZED BASE COURSE
NJ DOT
DENSE GRADED AGGREGATE
COMPACTED
CONCRETE APRON SECTION
SCALE: 1"=1'-0"
COMPACTED
NATIVE GRANULAR
SOIL.
P1 PAVEMENT HEAVY DUTY
BITUMINOUS
P2 PAVEMENT LIGHT DUTY
BITUMINOUS
FABRIC FLUSH WITH TC
CONCRETE SIDE WALK DETAIL
SCALE: 3/8"=1'-0"
HC PARKING SIGN
NTS
2. ALL LETTERS TO BE MINIMUM 6 INCH IN HEIGHT
RIGHTHAND - VERTICAL PIVOT GATE (VPG)
5. BUSINESS NAME & ADDRESS TO BE PROVIDED.
CHAINLINK FENCE
LEFTHAND - VERTICAL PIVOT GATE (VPG)
FREESTANDING SIGN NTS
REFUSE ENCLOSURE
PLAN VIEW
STOP SIGN POST AND FOOTING
BARB WIRE SHOWN
FLAT TOP AVAILABLE)
BARB WIRE SHOWN
(FLAT TOP AVAILABLE)
ELEVATION VIEW
VIEWED FROM PRIVATE SIDE
ELEVATION VIEW
VIEWED FROM PRIVATE SIDE
1) VERTICAL PIVOT GATE TO BE 300 CHAINLINK VPG AS MANUFACTURED BY AUTOGATE GATE & ENTRY SYSTEMS, OR APPROVED EQUAL.
VERTICAL PIVOT GATE
KEY MAP
SCALE: 1" = 2000'
#### P D S 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-NJ.COM
WILLIAM A. STEVENS, III, P.E., P.P.
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
PRELIMINARY & FINAL MAJOR SITE PLANS
TAX BLOCK 2508
TAX LOTS 6 & 7
TOWNSHIP OF JACKSON
| TOWNSHIP OF JACKSON |
| OCEAN COUNTY | NEW JERSEY |
| SCALE: AS SHOWN | JOB NUMBER: 323608 |
| DRAWN BY: KNL | DATE: JULY 17, 2023 |
| DESIGN/CALC'D BY: IMB | SHEET: 6 |
| CHECKED BY: WAS |
===== PAGE 7 =====
12' MII
N.T.S.
## NOTES
1. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS.
BOTTOMS SHALL BE DISHED AND SLOPED TORWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT.
2. THIS INLET MAY BE CONSTRUCTED OF BRICK, CONCRETE OR CONCRETE BLOCK. IF BRICK OR CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE & THE OUTSIDE OF THE WALLS SHALL BE PLASTERED WITH 1/2" COAT OF 1:2 CEMENT SAND MORTAR.
3. INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY
FRAME AND GRATE ___ PLAN
3. INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN NO. 3440 OR APPROVED EQUAL.
SECTION D-D
FRAME AND GRATE
SEE NOTE #3
SCALE: 3/8"=1'-0"
2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER.
FRAME AND GRATE TO BE #3440 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.
## OUTLET CONTROL STRUCTURE
B
SCALE: 3/8" = 1'-0"
SECTION A-A
FIRE HYDRANT DETAIL
N.T.S.
BOLLARD DETAIL
N.T.S.
WATER SERVICE CONNECTION
N.T.S
N.T.S.
METER BOX
CKSON TOWNSHIP M.U.A.
# PDS FESSIONAL DESIGN SERVICES L.L.C
#### 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
WILLIAM A STEVENS PF PD
WILLIAM A. STEVENS, PE, PP
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
BSTEVENSE®PDS-NJ.COM
RAHAM J. MACFARLANE, PE, PP, CMI
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
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #3991
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
PRELIMINARY & FINAL MAJOR SITE PLANS
FOR
TAX BLOCK 2508
TAX LOTS 6 & 7
OWNERSHIP OF JACKSON
| TOWNSHIP OF JACKSON |
| OCEAN COUNTY | NEW JERSEY |
| SCALE: | AS SHOWN | JOB NUMBER: | 323608 |
| DRAWN BY: | KNL | DATE: | JULY 17, 2023 |
| DESIGN/CALC'D BY: | IMB | SHEET: 7 | 10 |
| CHECKED BY: | WAS |
===== PAGE 8 =====
## MC-3500 STORMTECH CHAMBER SPECIFICATIONS
CHAMBERS SHALL BE STORMTECH MC-3500.
2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS.
3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.
5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.
### 7. REQUIREMENTS FOR HANDLING AND INSTALLATION:
TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3".
LESS THAN 3".
TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE
TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTITUTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:
• THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
• THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.
• THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.
CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
## IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM
1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.
2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS:
• STONESHOOTER LOCATED OFF THE CHAMBER BED.
• BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.
• BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.
4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.
5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE
SPACING BETWEEN THE CHAMBER ROWS.
EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4.
7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.
9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.
10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO SITE DESIGN ENGINEER.
ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
## NOTES FOR CONSTRUCTION EQUIPMENT
STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE"
## ONSTRUCTION GUIDE
## THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:
NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY.
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.
4" [600 mm] MIN RECOMMENDED)
## INSPECTION & MAINTENANCE
## STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A. INSPECTION PORTS (IF r
A.1. REMOVE/OPEN LID
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR PLUS ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
R 3 IF SEDIMENT IS AT OR ABOVE 3" (80 mm) PROCEED TO STEP 2 IF NOT PROCEED TO STEP
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
EP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
## NOTES
INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
(X)
## MC-3500 ISOLATOR ROW PLUS DETAIL
PLACE ADSPLUS WOVEN GEOTEXTILE (CENTERED ON INSERTA-TEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" (150 mm) PAST CHAMBER
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
STALLED, CENTERED OVER CORRUGATION
FOR A PROPER FIT IN END CAP OPENING.
## NOTES:
| PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. CONTACT STORMTECH FOR MORE INFORMATION. |
| CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE INLET MUST BE RAISED AS NOT ALL INVERTS ARE POSSIBLE. |
UPPER JOINT CORRUGATION
BUILD ROW IN THIS DIRECTION
SECTION A-A
| CHAMBER | MAX DIAMETER OF INSERTA TEE | HEIGHT FROM BASE OF CHAMBER (X) |
| SC-310 | 6" (150 mm) | 4" (100 mm) |
| SC-740 | 10" (250 mm) | 4" (100 mm) |
| DC-780 | 10" (250 mm) | 4" (100 mm) |
| MC-3500 | 12" (300 mm) | 6" (150 mm) |
| MC-4500 | 12" (300 mm) | 8" (200 mm) |
| MC-7200 | 12" (300 mm) | 8" (200 mm) |
## 6
GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON
NOMINAL CHAMBER SPECIFICATIONS
86.0" (2184 mm) INSTALLED
90.0" (2286 mm) ACTUAL LENGTH
22.2
(564 mm) INSTALLED
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.
NOMINAL END CAP SPECIFICATIONS
| SIZE (W X H X INSTALLED LENGTH) | 77.0" X 45.0" X 86.0" | (1956 mm X 1143 mm X 2184 mm) |
| CHAMBER STORAGE | 109.9 CUBIC FEET | (3.11 m3) |
| MINIMUM INSTALLED STORAGE* | 175.0 CUBIC FEET | (4.96 m3) |
| WEIGHT | 134 lbs. | (60.8 kg) |
| SIZE (W X H X INSTALLED LENGTH) | 75.0" X 45.0" X 22.2" | (1905 mm X 1143 mm X 564 mm) |
| END CAP STORAGE | 14.9 CUBIC FEET | (0.42 m3) |
| MINIMUM INSTALLED STORAGE* | 45.1 CUBIC FEET | (1.28 m3) |
| WEIGHT | 49 lbs. | (22.2 kg) |
## INSERTA-TEE SIDE INLET DETAIL
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.
PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
END CAPS WITH A WELDED CROWN PLATE END WITH "C"
hline 25.7"; hline (653 mm)
## 4 " PVC INSPECTION PORT DETAIL
| PART # | STUB | B | C |
| MC3500IEPP06T | 6" (150 mm) | 33.21" (844 mm) | --- |
| MC3500IEPP06B | --- | 0.66" (17 mm) |
| MC3500IEPP08T | 8" (200 mm) | 31.16" (791 mm) | --- |
| MC3500IEPP08B | --- | 0.81" (21 mm) |
| MC3500IEPP10T | 10" (250 mm) | 29.04" (738 mm) | --- |
| MC3500IEPP10B | --- | 0.93" (24 mm) |
| MC3500IEPP12T | 12" (300 mm) | 26.36" (670 mm) | --- |
| MC3500IEPP12B | --- | 1.35" (34 mm) |
| MC3500IEPP15T | 15" (375 mm) | 23.39" (594 mm) | --- |
| MC3500IEPP15B | --- | 1.50" (38 mm) |
| MC3500IEPP18TC | 18" (450 mm) | 20.03" (509 mm) | --- |
| MC3500IEPP18TW | --- | 1.77" (45 mm) |
| MC3500IEPP18BC |
| MC3500IEPP18BW |
| MC3500IEPP24TC | 24" (600 mm) | 14.48" (368 mm) | --- |
| MC3500IEPP24TW | --- | 2.06" (52 mm) |
| MC3500IEPP24BC |
| MC3500IEPP24BW |
| MC3500IEPP30BC | 30" (750 mm) | --- | 2.75" (70 mm) |
KEY MAP SCALE: 1" = 2000'
## MC-3500 TECHNICAL SPECIFICATIONS
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS
| MATERIAL LOCATION | DESCRIPTION | AASHTO MATERIAL CLASSIFICATIONS | COMPACTION / DENSITY REQUIREMENT |
| D | FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER | ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. | N/A | PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. |
| C | INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. | GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. | AASHTO M1451\nA-1, A-2-4, A-3\nOR\nAASHTO M431\n3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 | BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. |
| B | EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. | CLEAN, CRUSHED, ANGULAR STONE | AASHTO M431\n3, 4 | NO COMPACTION REQUIRED. |
| A | FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. | CLEAN, CRUSHED, ANGULAR STONE | AASHTO M431\n3, 4 | PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 |
## LEASE NOTE:
THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS
4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED ANGULAR STONE IN A & B LAYERS
## NOTES:
1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"
CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
B. ALL POORLY DRAINED SOILS BENEATH RECHARGE SYSTEM MUST BE REMOVED AND REPLACED WITH WELL DRAINED SOILS HAVING A MINIMUM PERMEABILITY OF K-4.
EQUIREMENTS FOR HANDLING AND INSTALLATION:
TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LOG. TO ENSIRE A SECURE JOINT DUBING INSTALLATION AND BACKEIL THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3"
TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%.
AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
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| 1 | 07/26/2024 | REVISED AS PER ZONING BOARD MEETING | KNL |
| No. | DATE | DESCRIPTION | BY |
# PDS
#### PROFESSIONAL DESIGN SERVICES, L.L.C
CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS,
ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES
45 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701
PHONE 732 363 0060 FAX 732 363 0073
NEW JERSEY STATE BOARD OF P.E. & L.S.
CERTIFICATE OF AUTHORIZATION NO. 24GA28125400
IAN M BORDEN, PP
WILLIAM A. STEVENS. PE. PP
N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
### GRAHAM J. MACFARLANE, PE, PP, CME
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110
PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104
CRAHAM@PDS-NLCOM
| 4 (MC SERIES CHAMBER) | 7 | MC-SERIES END CAP INSERTION DETAIL NUM | MC-3500 CROSS SECTION DETAIL | SCALE: | AS SHOWN | JOB NUMBER: | 323608 |
| ADS STORMTECH MC-3500 STANDARD DETAILS | | DRAWN BY: | KNL | DATE: |
| NTS | | DESIGN/CALC'D BY: | IMB | SHEET: |
| | CHECKED BY: | WAS | |
STEVEN METELSKI, JR., PLS
N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393
STEVENM@PDS-NJ.COM
PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394
PRELIMINARY & FINAL MAJOR SITE PLANS
## CONSTRUCTION
FOR
TAX BLOCK 2508
TAX LOTS 6 & 7
TOWNSHIP OF JACKSON
===== PAGE 9 =====
WILLIAM A. STEVENS, III, P.E., P.P.
ROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915
FESSIONAL PLANNER, NEW JERSEY LIC. #5394
RELIMINARY & FINAL MAJOR SIIE PLANS
PRE-DRAINAGE
PRE-DRAINAGE AREA MAP
TAX BLOCK 2508
TAX LOTS 6 & 7
TOWNSUID OF IACKSON
TOWNSHIP OF JACKSON
TV
NEV
| OCEAN COUNTY | NEW JERSEY |
| SCALE: | 1" = 40' | JOB NUMBER: | 323608 |
| DRAWN BY: | KNL | DATE: | JULY 17, 2023 |
| DESIGN/CALC'D BY: | IMB | SHEET: 9 | 10 |
| CHECKED BY: | WAS | | |
===== PAGE 10 =====
| OCEAN COUNTY | NEW JERSEY |
| SCALE: | 1" = 40' | JOB NUMBER: | 323608 |
| DRAWN BY: | KNL | DATE: | JULY 17, 2023 |
| DESIGN/CALC'D BY: | IMB | SHEET: 10 |
| CHECKED BY: | WAS | 10 |
OWNERSHIP OF DOCUMENTS
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 PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.
KRISTIN 7/26/24
H:\PROJECTS\323608 < 323608 S10 POST DA >