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PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801

SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

PREPARED FOR 450 BUSINESS PARK, LLC 1043 BEDFORD AVENUE, SUITE 102 BROOKLYN, NEW YORK 11216

SHEET INDEX

PREPARED BY

FWH ASSOCIATES, P.A.

CIVIL ENGINEERS LAND SURVEYORS LANDSCAPE ARCHITECTS SITE PLANNERS

1856 ROUTE 9 TOMS RIVER NEW JERSEY 08755 (732)797-3100

CLASSIFIED AND APPROVED AS A MAJOR SITE PLAN BY THE JACKSON TOWNSHIP PLANNING BOARD ON

ATTEST: SECRETARY ___ ___ CHAIHPEHSON DATE

PLANNING BOARD ENGINEER

ZONING MAP

GENERAL LOCATION MAP

KEY MAP

December 29, 2023 Client # 5114.0017 List of adjoiners within 200 feet Block 4801 Lot 24 & 25 Owner(s)

Block 4801 Lot 29 460 N. County Line Rd Jackson, NJ 08527

Block 4801 Lot 26.02 Dale & Lenny LLC 36 Colchester Dr Jackson, NJ 08527

Block 4801 Lot 26.01 Dale & Lenny LLC 36 Colchester Dr Jackson, NJ 08527

Block 4801 Lot 26.01 Dale & Lenny LLC 36 Colchester Dr Jackson, NJ 08527

Block 4801 Lot 22.01 Life Storage LP 6467 Main Street Buffalo, NY 14221

Block 4801 Lot 24 Jackson Business Park LLC 1043 Bedford Ave Ste 102 Brooklyn, NY 11216

Block 4801 Lot 10 Hyson Estates LLC 353 E Pleasant Grove Rd Jackson, NJ 08527

Block 4801 Lot 27 Menzel, Franklin M 488 N County Line Rd Jackson, NJ 08527

Block 4801 Lot 28 Menzel, Franklin M 488 N County Line Rd Jackson, NJ 08527

Block 4801 Lot 25 Marchetti, Vincent & Cynthia 450 N County Line Rd Jackson, NJ 08527

Block 4801 Lot 23.01 Life Storage LP 6467 Main Street Buffalo, NY 14221

Block 4801 Lot 5 Friendship Inc PO Box 611 Howell, NJ 07731

Block 4717 Lot 1 Four Seasons @ South Knolls HOA Inc. 68 Huntington Drive Jackson, NJ 08527

Block 4717 Lot 5.01 Scudieri, Peter F 51 Mason Drive Jackson, NJ 08527

Block 4717 Lot 6.01 Brown, Clinton & Barbara A 49 Mason Drive Jackson, NJ 08527

Block 4717 Lot 7 Kaminski, Richard & Kim 47 Mason Drive Jackson, NJ 08527

Block 4717 Lot 8 Lorman 2021 Family Trust 45 Mason Drive Jackson, NJ 08527

Block 4717 Lot 4.01 Conklin, Glenn F & Linda M 53 Mason Dr Jackson, NJ 08527

Block 4707 Lot 3.01 Weiss, Amy R 55 Mason Dr Jackson, NJ 08527

Block 4701 Lot 10QF Hyson Estates LLC 353 E Pleasant Grove Rd Jackson, NJ 08527

Block 4701 Lot 2 Four Seasons @ So Knolls HOA Asso 55 Lane Road Suite 440 Fairfield, NJ 07004

Block 4701 Lot 1 Board of Fire Commissioners Dist 4 465A N County Line Rd Jackson, NJ 08527

• Block 4602 Lot 4 Kitay, Peter Z 473 N County Line Rd Jackson, NJ 08527
• D.Klee, Owen, Little & Assoc. 443 Atlantic City Boulevard Beachwood, NJ 08722
• D.C. Planning Board 29 Hooper Avenue Toms River, NJ 08753

NJ Natural Gas Co. PO Box 1464 Wall, NJ 07719

ICP&L Co. 300 Madison Avenue Morristown, NJ 07932

Monmouth Cablevision Assoc. 1501 18^{th} Ave Wall Twp, NJ 07719

SANITARY SEWER NOTES:

GRADING AND DRAINAGE NOTES:

WATER DISTRIBUTION NOTES:

GENERAL NOTES:

THE CONTRACTOR SHALL PROTECT VEGETATION IN AREAS THAT ARE TO BE LEFT IN THEIR NATURAL STATE.

ALL WATER MAIN TO BE CLASS 52 DUCTILE IRON PIPE. PROPER PIPE COVERAGE IS TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 1. THE SUBJECT PROPERTY IS KNOWN AS 450 NORTH COUNTY LINE ROAD, LOT 25 IN BLOCK 4801 AS SHOWN ON SHEET 48 OF OFFICIAL TAX MAP OF THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NJ.

2. ALL STRUCTURES TO BE SET ON A COMPACTED BASE, MIN. 6" THICK OF CLEAN CRUSHED STONE CONFORMING TO NJDOT #57 COARSE AGGREGATE.
2. ALL WATER MAINS SHALL BE INSTALLED AT A DEPTH TO OBTAIN A MINIMUM OF FIVE (5) FEET OF COVER TO THE TOP OF THE PIPE.
3. ALL STORM STRUCTURES TO BE PRECAST REINFORCED CONCRETE UNLESS OTHERWISE APPROVED BY THE ENGINEER.

3. EXISTING USE: COMMERCIAL BUILDING WITH OUTBUILDINGS

3. ALL TELEPHONE, ELECTRIC AND GAS LINES WILL BE INSTALLED UNDERGROUND. CROSSINGS OF PROPOSED PAVEMENT WILL BE INSTALLED PRIOR TO THE CONSTRUCTION OF PAVEMENT BASE COURSE.
3. EXISTING USE: COMMERCIAL BUILDING WITH OUTBUILDINGS
4. PROPOSED USE: CONTRACTOR WAREHOUSE
4. ALL STORM SEWER TO BE CLASS III, WALL B, REINFORCED CONCRETE PIPE AS PER ASTM C-76 WITH RUBBER "O" RING JOINTS CONFORMING TO ASTM C-443. UNLESS OTHERWISE SPECIFIED.

4. PROPOSED USE: CONTRACTOR WAREHOUSE

1. THE AUTHORITY SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF SEWER INSTALLATION. NO SEWERS SHALL BE INSTALLED WITHOUT INSPECTION BY THE AUTHORITY'S ENGINEER.
4. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD RENDER THE DESIGNS SHOWN HEREON IN APPROPRIATE OR INEFFECTIVE.
5. ALL TELEPHONE, ELECTRIC AND GAS LINES WILL BE INSTALLED UNDERGROUND. CROSSINGS OF PROPOSED PAVEMENT WILL BE INSTALLED PRIOR TO THE CONSTRUCTION OF PAVEMENT BASE COURSE. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL APPROPRIATE SAFETY DEVISED AND TRAINING REQUIRED.
3. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD RENDER THE DESIGNS SHOWN HEREON IN APPROPIRATE OR INEFFECTIVE.
4. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISIONS OF ALL APPROPRIATE SAFETY DEVISED AND TRAINING REQUIRED.
6. ALL JOINTS SHALL BE PUSH ON SINGLE GASKET OR MECHANICAL JOINT SINGLE GASKET CONFORMING TO AWWA C111.
7. GATE VALVES SHALL BE COMPOSED OF A DUCTILE IRON BODY WITH RESILIENT WEDGE TYPE GATES.
8. ALL VALVE BOXES MUST BE CENTERED ON VALVE AND MUST BE SET TO FINISHED GRADE.
5. ALL SANITARY SEWER TO BE 8" SDR-35 PVC PIPE UNLESS OTHERWISE SPECIFIED. FITTINGS SHALL BE SDR 35 AND SHALL CONFORM TO ASTM-D3034. THE POLYVINYL CHLORIDE COMPOUNDS FOR THE PIPE SHALL HAVE A CELL CLASSIFICATION OF 12454-B (WITH MINIMUM TENSILE MODULUS OF 500,000 PSI) AS DEFINED IN ASTM-D1784.
6. ALL PIPES AND FITINGS THAT WILL BE INSTALLED AT A DEPTH OF 16 FEET OR MORE SHALL BE C-900.
7. ANY DUCTILE IRON PIPE USED FOR SANITARY SEWER SHALL HAVE MECHANICAL JOINT FITTINGS AND MUST BE LINED WITH PROTECTO 401 COATING OR AN APPROVED EQUAL.
8. PROPER PIPE COVERAGE IS TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. ALL STORM AND SANITARY SEWER LENGTHS SHOWN HEREON ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
9. THE SANITARY SEWER SHALL BE SEPARATED FROM ALL WATER MAINS BY A MINIMUM OF TEN (10) FEET HORIZONTALLY AND EIGHTEEN (18) INCHES VERTICALLY. WHENEVER A CROSSING MAY OCCUR, THE WATER MAIN SHOULD BE LOCATED ABOVE THE SANITARY SEWER BY EIGHTEEN (18) INCHES, MINIMUM. IF THIS SEPARATION CANNOT BE MET, THE WATER MAIN MUST BE PROTECTED WITH A CONCRETE CRADLE AND THE SANITARY SEWER MAIN SHALL BE DUCTILE IRON PIPE WITH WATERTIGHT JOINTS AT A MINIMUM DISTANCE OF TEN (10) FEET FROM EACH SIDE OF THE WATERMAIN.
10. PIPE JOINTS SHALL BE INTEGRAL BELL GASKETED JOINTS THAT WHEN ASSEMBLED, FORM A POSITIVE SEAL. THE JOINTS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM-D3211 AND THE LUBRICANT USED FOR ASSEMBLY SHALL BE AS PROVIDED OR RECOMMENDED BY THE PIPE MANUFACTURER AND SHALL HAVE NO DETRIMENTAL EFFECT ON THE GASKET OR THE PIPE.
11. THE PIPE SHALL BE INSTALLED AS SPECIFIED IN ASTM D2321. IN NO CASE SHALL LESS THAN A CLASS III MATERIAL BE USED FOR BEDDING AND HAUNCHING MATERIALS.
12. SIZE OF THE SEWER LATERAL LINES ARE TO BE 4", UNLESS OTHERWISE SPECIFIED.
13. ALL SANITARY LATERALS ARE TO BE SCHEDULE 40 PVC.
14. 3" WIDE DETECTION TAPE WITH ALUMINUM CORE IS REQUIRED TO BE INSTALLED ABOVE ALL PROPOSED SANITARY SEWER IMPROVEMENTS.
15. ALL SEWER FACILITIES ON ADJACENT BLOCK 4801, LOT 24 SHALL BE COMPLETED PRIOR TO FINAL CONSTRUCTION AND ACCEPTANCE OF THE PROPOSED SEWER SYSTEM ON BLOCK 4801, LOT 25.
9. ALL VALVE BOXES FOR HYDRANT ASSEMBLIES MUST BE SET IN PAVEMENT OR PARKING AREA WHERE POSSIBLE. ALL VALVE BOXES MUST BE SET TO FINISHED PAVEMENT SURFACE ELEVATION.
10. ANY WATER MAINS AT A DEPTH OF LESS THAN FOUR (4) FEET MUST BE INSULATED PIPE WITH AT LEAST THREE INCHES OF INSULATION PROTECTED WITH A HDPE CASING AS MANUFACTURED BY INSUL-TEK.
11. ALL THRUST BLOCKS WILL BE CALCULATED IN THE FIELD AND WILL BE FOUNDED ON VIRGIN SOIL.
12. ALL FITTINGS SHALL BE CEMENT LINED DIP WITH MECHANICAL JOINTS ENDS AND RETAINER GLANDS UNLESS OTHERWISE NOTED.
13. THE AUTHORITY SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE ANY CONSTRUCTION IS TO COMMENCE ON THE WATER SYSTEMS.
14. ALL WATER SERVICES ARE TO BE 1" TYPE K COPPER INSTALLED WITH A MINIMUM DEPTH OF 5 FEET UNLESS OTHERWISE SPECIFIED.
15. 3" WIDE DETECTION TAPE WITH ALUMINUM CORE IS REQUIRED TO BE INSTALLED ABOVE ALL PROPOSED WATERMAINS.
16. THE AUTHORITY WILL OWN, OPERATE AND MAINTAIN ALL PROPOSED WATERMAINS. THE WATER SERVICES WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNERS.
17. ALL WATER FACILITIES ON ADJACENT BLOCK 4801, LOT 24 SHALL BE COMPLETED PRIOR TO FINAL
18. CONSTRUCTION AND ACCEPTANCE OF THE PROPOSED WATER SYSTEM ON BLOCK 4801, LOT 25.

OCEAN COUNTY NOTES:

• THE DEVELOPER IS REQUIRED TO OBTAIN A ROAD OPENING PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OF ANY IMPROVEMENTS WITHIN THE COUNTY RIGHT OF WAY.
• THE DEVELOPER SHALL OBTAIN A LETTER OF FINAL ACCEPTANCE FROM THE OCEAN COUNTY ENGINEER FOR THE COUNTY ROAD IMPROVEMENTS PRIOR TO THE ISSUANCE OF A TCO/CO FROM THE MUNICIPALITY AND RELEASE OF ANY BOND OR OTHER FINANCIAL SURETY POSTED WITH THE MUNICIPALITY FOR THE COMPLETION OF SAID IMPROVEMENT.
• ALIGNMENT & 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.

ADA ACCESSIBILITY NOTES

1. CURBS SHALL BE DEPRESSED FLUSH WITH PAVEMENT, AND HANDICAPPED ACCESSIBLE RAMPS INSTALLED WHERE SIDEWALKS AND CROSSWALKS INTERSECT SAME. DETECTABLE WARNINGS SHALL BE INCLUDED ON HANDICAP ACCESSIBLE RAMPS LOCATED ON PUBLIC ROADWAYS AND WHERE OTHERWISE DIRECTED BY A REGULATORY AGENCY HAVING JURISDICTION.
2. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE).
3. AN ACCESSIBLE ROUTE FROM THE PARKING AREA TO THE BUILDING ENTRANCE MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%.
4. ACCESSIBLE ROUTE SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE.
5. ALL PRECAST DRAINAGE STRUCTURES SHALL CONTAIN REINFORCING STEEL AND BE DESIGNED FOR HS-20 LOADING.

5. OWNER: LOT 25

LOT 25 VINCENT & CYNTHIA MARCHETTI 450 NORTH COUNTY LINE RD IACKSON, NJ 08527 LOT 24

JACKSON BUSINESS PARK LLC 1043 BEDFORD AVE, SUITE 102 BROOKLYN, NY 11216

6. ANY DRAINAGE STRUCTURE THAT IS TO BE LEFT UNCOVERED FOR MORE THAN 8 HOURS SHALL BE PROTECTED WITH BARRICADES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OR OSHA STANDARDS.

APPLICANT: 450 BUSINESS PARK LLC

APPLICANT: 450 BUSINESS PARK LLC 1043 BEDFORD AVE, SUITE 102 BROOKLYN, NY 11216 7. HDPE STORM PIPE SHALL COMPLY WITH THE CURRENT AASHTO DESIGNATION M294, TYPE S OR SP, AND SHALL CONFORM TO ASTM D3350 WITH SMOOTH INTERIOR WALLS.

8. CONDUIT OUTLET PROTECTION SHALL BE INSTALLED PRIOR TO THE CONSTRUCTION OF ANY PIPE RUN.

6. OUTBOUND INFORMATION AND TOPOGRAPHIC INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY & TOPOGRAPHIC SURVEY, 450 NORTH COUNTY LINE ROAD, LOT 25 BLOCK 4801, TAX MAP SHEET NO. 48, SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, NEW JERSEY", PREPARED BY FWH ASSOCIATES, P.A., LAST REVISED 10/18/22.

9. ALL JOINTS SHALL BE MORTARED WITH 2:1 SAND MORTAR UNLESS OTHERWISE NOTED ON THE PLANS.
10. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD RENDER THE DESIGNS SHOWN HEREON IN APPROPRIATE OR INEFFECTIVE.

7. COORDINATES SHOWN ARE IN NAD 1983. SURVEY ACCURACY (EXCEEDS 1:10,000).

8. VERTICAL DATUM: NAVD 1988

1. ANY WASTE, DEBRIS OR ANY OTHER SIMILAR MATERIAL FOUND ON SITE OR GENERATED BY OPERATIONS DURING CONSTRUCTION SHALL BE PROPERLY REMOVED AND DISPOSED OF BY THE DEVELOPER IN ACCORDANCE WITH ALL APPLICABLE LAWS & REGULATIONS.

9. BENCHMARK: TOP OF MONUMENT FOUND AT SOUTHEAST PROPERTY CORNER ELEVATION: 117.07

10. THE LIMITS OF FRESHWATER WETLANDS SHOWN HEREON WERE FIELD DELINEATED BY FWH ASSOCIATES PA. AND VERIFIED BY THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION WITH A LETTER OF INTERPRETATION DATED MARCH 13, 2023.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA LAW AND STATE GOVERNING SAFETY CODES.
3. THE PROPOSED STORMWATER MANAGEMENT INFILTRATION BEST MANAGEMENT PRACTICES (BMPs) HAVE BEEN DESIGNED USING AN ACTUAL PERMEABILITY RATE OF >20 INCHES PER HOUR (>20"/HR). SHOULD FIELD CONDITIONS INDICATE THAT THE PERMEABILITY IS NOT GREATER THAN RATE USED FOR DESIGN, SOIL REPLACEMENT SHALL BE PERFORMED IN THE VICINITY OF THE LOWER PERMEABILITY SOILS TO ENSURE THAT A MINIMUM EQUAL TO OR GREATER THAN THE RATE USED FOR DESIGN IS ACHIEVED.

11. NO 100 YEAR FLOOD PLAINS ARE MAPPED BY FEMA ON THE SITE.

2. MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH:
3. A.NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION". 2007: AS SUPPLEMENTED.
14. DURING CLEARING AND GRADING OF THE SITE, MEASURES MUST BE TAKEN TO ELIMINATE SOIL COMPACTION AT THE LOCATION OF ALL PROPOSED INFILTRATION BMPs. THE LOCATION OF THE PROPOSED INFILTRATION BMPs MUST BE CORDONED OFF DURING CONSTRUCTION TO PREVENT COMPACTION OF THE SUBSOIL BY CONSTRUCTION EQUIPMENT OR STOCKPILES.
15. CONSTRUCTION", 2007; AS SUPPLEMENTED. CURRENT PREVALING MUNICIPAL COUNTY
16. B.CURRENT PREVAILING MUNICIPAL, COUNTY, AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS, AND REQUIREMENTS.
17. REQUIREMENTS. C. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS.
18. C.CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS.
19. D.CURRENT MANUFACTURER SPECIFICATIONS, STANDARDS, AND REQUIREMENTS.
15. EXCAVATION AND CONSTRUCTION OF AN INFILTRATION BMP MUST BE PERFORMED USING EQUIPMENT PLACED OUTSIDE THE LIMITS OF THE BMP. HEAVY MACHINERY, RUBBER-TIRED VEHICLES OR OTHER VEHICLES EXERTING A GROUND PRESSURE IN EXCESS OF EIGHT POUNDS PER SQUARE INCH SHALL NOT BE PERMITTED TO PASS OVER THE INFILTRATION BMP AREA.

13. GAS, ELECTRIC, LIGHTING, CABLE TELEVISION, AND ELECTRICAL SERVICE PLANS, IF REQUIRED, SHALL BE PREPARED BY THE RESPECTIVE UTILITY COMPANIES THAT SERVICE THE AREA PRIOR TO SITE CONSTRUCTION AND SHALL BE INSTALLED PER ORDINANCE REQUIREMENTS.

16. THE USE OF A PROPOSED INFILTRATION BMP AS A SEDIMENT BASIN DURING CONSTRUCTION IS DISCOURAGED, HOWEVER, WHEN UNAVOIDABLE, EXCAVATION OF THE PROPOSED INFILTRATION BMP MUST BE AT LEAST TWO FEET ABOVE THE FINAL DESIGN ELEVATION OF THE BOTTOM, UNLESS THE LOCAL SOIL EROSION AND SEDIMENT CONTROL DISTRICT, TOWNSHIP ENGINEER AND/OR DESIGN ENGINEER APPROVE AN ALTERNATE CONDITION, (I.E., THE EXCAVATION OF THE INFILTRATION BMP TO THE ELEVATION OF THE TOP OF THE 6" SAND LAYER WITH FILTER FABRIC PROVIDED ACROSS THE BOTTOM AREA).

14. TELEPHONE, ELECTRIC, AND GAS LINES WILL BE INSTALLED UNDERGROUND. CROSSINGS OF PROPOSED PAVEMENTS WILL BE INSTALLED PRIOR TO THE CONSTRUCTION OF PAVEMENT BASE COURSE.

5. THE SIZE AND LOCATION OF STRUCTURES WITHIN 200' ARE APPROXIMATE.
16. BUILDING FOOTPRINT DIMENSIONS SHOWN HEREON ARE APPROXIMATE. FINAL BUILDING FOOTPRINT DIMENSIONS FOR EACH DWELLING/BUILDING SHALL BE FURNISHED ON THE INDIVIDUAL PLOT PLANS/ARCHITECTURAL PLANS AT THE TIME OF APPLICATION FOR A BUILDING PERMIT. ALL STRUCTURES SHALL CONFORM TO THE APPROVED BULK ZONING REQUIREMENTS.
17. EXCAVATION TO THE FINAL DESIGN ELEVATION OF THE INFILTRATION BMP BOTTOM MAY ONLY OCCUR AFTER ALL CONSTRUCTION WITHIN ITS DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA IS STABILIZED. IF CONSTRUCTION OF THE INFILTRATION BMP CANNOT BE DELAYED, BERMS MUST BE PLACED AROUND THE PERIMETER OF THE BMP DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL FLOWS AWAY FROM THE BMP. THE BERMS MAY NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRAINAGE AREA IS COMPLETED, AND THE AREA IS STABILIZED.
17. ALL TRAFFIC CONTROL, SIGNAGE AND STRIPING SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION, CHAPTER 108.
18. CURBS SHALL BE DEPRESSED FLUSH WITH PAVEMENT, AND HANDICAPPED ACCESSIBLE RAMPS INSTALLED WHERE SIDEWALKS AND CROSSWALKS INTERSECT SAME. DETECTABLE WARNINGS SHALL BE INCLUDED ON HANDICAP ACCESSIBLE RAMPS LOCATED ON PUBLIC ROADWAYS AND WHERE OTHERWISE DIRECTED BY A REGULATORY AGENCY HAVING JURISDICTION.
18. REMOVAL OF ANY ACCUMULATED SEDIMENT AND FILTER FABRIC FROM ANY INFILTRATION BMP SHALL TAKE PLACE ONLY AFTER ALL CONTRIBUTING DRAINAGE AREA TO THE BMP HAS BEEN FULLY STABILIZED. SOIL TESTING SHALL BE CONDUCTED WITHIN THE BMP BOTTOM AREA PRIOR TO THE PLACEMENT OF THE K5 SAND LAYER OR SOIL BEDDING. PLACEMENT OF THE K5 SAND LAYER OR SOIL BEDDING SHALL NOT TAKE PLACE UNTIL THE DESIGN ENGINEER HAS REVIEWED AND APPROVED THE COMPLETED SOIL TESTING RESULTS.
19. THE CONTRACTOR IS DIRECTED TO THE FACT THAT THE APPROXIMATE LOCATIONS OF KNOWN UTILITY STRUCTURES AND FACILITIES THAT MAY BE ENCOUNTERED WITHIN AND ADJACENT TO THE LIMITS OF THE WORK ARE SHOWN ON THE PLANS. THE ACCURACY AND COMPLETENESS OF THIS INFORMATION IS NOT GUARANTEED BY THE ENGINEER, AND THE CONTRACTOR IS ADVISED TO VERIFY IN THE FIELD ALL THE FACTS CONCERNING THE LOCATION OF THESE UTILITIES PRIOR TO CONSTRUCTION.
19. TRACKED EQUIPMENT MAY BE USED FOR THE PURPOSES OF BACKFILLING AND FINAL GRADING PROVIDED THAT THIS EQUIPMENT DOES NOT EXERT A PRESSURE ON THE UNDERLYING SOIL IN EXCESS OF EIGHT POUNDS PER SQUARE INCH.
20. THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND THE PROPOSED SCOPE OF WORK (INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIOR TO INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL THE NEW JERSEY ONE CALL SYSTEM FOR UTILITY MARKOUTS AT LEAST THREE (3) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.
20. THE BOTTOM 6" SAND LAYER MUST CONSIST OF K5 SAND WITH A MAXIMUM OF 15% FINES AND A MINIMUM PERMEABILITY RATE OF 20 INCHES PER HOUR. PRIOR TO INSTALLATION, THE SAND MUST BE TESTED AND CERTIFIED BY THE DESIGN ENGINEER THAT IT MEET THE SPECIFICATIONS FOR K5 SAND.
21. SHOULD ANY DISCREPANCY BE FOUND BETWEEN THE EXISTING SITE CONDITIONS AND THE PROPOSED WORK THE CONTRACTOR SHALL NOTIFY FWH ASSOCIATES, P.A. IMMEDIATELY AND PRIOR TO THE START OF CONSTRUCTION.
21. PERMANENT STABILIZATION OF THE BASIN EMBANKMENTS INCLUDES THE TOP OF BANK.
22. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVAL IS PROVIDED IN WRITING BY FWH ASSOCIATES, P.A.
22. POST-CONSTRUCTION SOIL TESTING MUST BE PERFORMED ON THE AS-BUILT INFILTRATION BMPs IN ACCORDANCE WITH THE "CONSTRUCTION AND POST-CONSTRUCTION OVERSIGHT AND SOIL HYDRAULIC CONDUCTIVITY TESTING" SECTION IN CHAPTER 12 OF THE NJ BEST MANAGEMENT PRACTICES MANUAL. WHERE AS-BUILT SOIL TESTING YIELDS A LOWER PERMEABILITY RATE THAN THE DESIGN PERMEABILITY RATE CORRECTIVE ACTION MUST BE TAKEN TO ACHIEVE THE DESIGN PERMEABILITY RATE AND STORMWATER MANAGEMENT DESIGN CRITERIA. POST-CONSTRUCTION SOIL TESTING RESULTS SHALL BE INCLUDED IN THE INFILTRATION BMPs OPERATION AND MAINTENANCE MANUAL.
23. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION.
24. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE PROPERTY.
25. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR UNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TO REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS AND BE RESTORED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWNSHIP OF JACKSON AND THE COUNTY OF OCEAN AT THE CONTRACTOR'S EXPENSE.
23. THE FINAL BASIN DESIGN SHALL BE CERTIFIED BY THE DESIGN ENGINEER INDICATING THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND APPROPRIATE DETENTION SIZE AND VOLUME OF STORAGE IS PROVIDED. THE CERTIFICATION SHOULD INCLUDE A TABLE COMPARING THE DESIGN STORAGE VOLUMES TO THE AS-BUILT CONDITIONS.
26. THE OWNER OR CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL REQUIRED PERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
24. AS-BUILT DRAWINGS OF THE INFILTRATION BMPs SHALL BE PREPARED BY A NJ LICENSED LAND SURVEYOR AND SUBMITTED TO THE REVIEW AGENCY WITH JURISDICTION. A COPY OF THE AS-BUILT DRAWING SHALL BE INCLUDED IN THE INFILTRATION BMPs OPERATION AND MAINTENANCE MANUAL.
27. THE OWNER OR HIS REPRESENTATIVE SHALL DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR THE CONSTRUCTION SITE SAFETY DURING THE COURSE OF THE SITE IMPROVEMENT PURSUANT TO N.J.A.C. 5: 23-2.21(e) OF THE NEW JERSEY UNIFORM CONSTRUCTION CODE AND CFR 1926.3 (OSHA COMPETENT PERSON).
25. THE OWNER OF THE PROPERTY WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT FACILITY. THE STORMWATER MANAGEMENT OPERATIONS AND MAINTENANCE MANUAL PROVIDES DETAILS ON THE NECESSARY MAINTENANCE PROCEDURES.
28. STREET SURFACES AND OTHER SURFACES DISTURBED BY THE CONSTRUCTION OF FACILITIES FOR THIS PROJECT SHALL BE RESTORED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWNSHIP OF JACKSON AND THE COUNTY OF OCEAN.
26. ALL DOWNSTREAM STORMWATER MANAGEMENT SYSTEMS ON BLOCK 4801, LOT 24 SHALL BE COMPLETED PRIOR TO FINAL CONSTRUCTION AND ACCEPTANCE OF THE PROPOSED STORMWATER MANAGEMENT SYSTEM ON BLOCK 4801, LOT 25.
29. THE CONTRACTOR SHALL PROTECT VEGETATION IN AREAS THAT ARE TO BE LEFT IN THE NATURAL STATE.
5. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES AND SIDEWALKS / CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS.
6. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON-COMPLIANT AREAS AT THE GENERAL CONTRACTOR'S COST.
30. ANY DRAINAGE STRUCTURE THAT IS TO BE LEFT UNCOVERED FOR MORE THAN 8 HOURS SHALL BE PROTECTED WITH BARRICADES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OR OSHA STANDARDS.
31. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA AND OTHER REQUIRED SUBMITTALS FOR REVIEW.
32. THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE PUBLIC RIGHT OF WAY IN ACCORDANCE WITH THE APPROPRIATE GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT OF STREET OPENING PERMITS.

01/15/24

DATE REVISION DRAWN CHECKED RELEASED

ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23 JT BFP LETTERS MSM EAD BPM

CHECKED RELEASED

SCHEDULE OF BULK REQUIREMENTS

HC HIGHWAY COMMERCIAL ZONE

* VARIANCE REQUESTED

PARKING REQUIREMENT

WAREHOUSE: 1 SPACE PER 1,500 SF + 1 SPACE PER

VEHICLE

30,150 S.F. * 1 SPACE/1,500 SF = 20 SPACES

OFFICE: 1 SPACE PER 200 SF

2,380 SF * 1 SPACE/200 SF = 12 SPACES

REQUIRED: 32 SPACES

PROVIDED: 32 SPACES

33. THE CONTRACTOR SHALL DISPOSE OF ALL SOLID WASTE GENERATED BY HIS / HER OPERATION IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.
34. THE CONTRACTOR SHALL CLEAN UP AND REMOVE ALL REFUSE RUBBISH, SCRAP MATERIAL, UNSUITABLE MATERIALS AND DEBRIS CAUSED BY HIS / HER OPERATION SO THAT THE WORK SITE SHALL PRESENT A NEAT, ORDERLY AND WORKMANLIKE APPEARANCE AT ALL TIMES.
35. A PRIVATE COMPANY SHALL BE RESPONSIBLE FOR THE COLLECTION OF TRASH AND RECYCLABLE MATERIAL.
36. NO HAZARDOUS MATERIAL SHALL BE STORED ONSITE.
37. ALL EXISTING IMPROVEMENTS ONSITE SHALL BE REMOVED.
38. THE PROPERTY OWNER SHALL OWN AND MAINTAIN THE STORMWATER MANAGEMENT FACILITIES.
39. A FIRE HYDRANT SHALL BE LOCATED A MAXIMUM OF 100 FEET FROM THE FIRE DEPARTMENT CONNECTIONS.
40. AN IN-BUILDING EMERGENCY COMMUNICATION STUDY SHALL BE PERFORMED BY A 3RD PARTY PROVIDER PRIOR TO THE COMPLETION OF BUILDING CONSTRUCTION.

PROJECT NOTES

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801

TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

CIVIL ENGINEERS

LAND SURVEYORS

_AND SURVEYORS

PLANNERS

FLANNERS LANDSCAPE ARCHITECTS

LANDSCAPE ARCHITECTS

RESERVE SPECIALISTS

RESERVE SPECIALISTS

ARCHITECTS

FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

01/15/24 ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23 JT BFP LETTERS MSM EAD BPM

DATE REVISION DRAWN CHECKED RELEASED

EXISTING CONDITIONS PLAN

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J. CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

William P. Schemel PROFESSIONAL LAND SURVEYOR N.J. LIC. NO. 36275 DRAWN BY CSM DATE 11/11/22

DESIGNED BY EAD SCALE 1"=40'

CHECKED BY EAD DRAWER NO. PC-894

RELEASED BY WPS PROJECT NO. 5114.0017

SHEET NO. 3 OF 22

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM

1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

Brian P. Murphy DRAWN BY CSM DATE 01/15/24

DESIGNED BY EAD SCALE 1"=50'

CHECKED BY BPM DRAWER NO. PC-894

PROFESSIONAL ENGINEER N.J. LIC NO. 42000 RELEASED BY BPM PROJECT NO. 5114.0017

SHEET NO. 4 OF 22

SCHEDULE OF BULK REQUIREMENTS

HC HIGHWAY COMMERCIAL ZONE

PARKING REQUIREMENT

WAREHOUSE: 1 SPACE PER 1,500 SF + 1 SPACE PER VEHICLE 30,150 S.F. * 1 SPACE/1,500 SF = 20 SPACES

OFFICE: 1 SPACE PER 200 SF 2,380 SF * 1 SPACE/200 SF = 12 SPACES

REQUIRED: 32 SPACES PROVIDED: 32 SPACES

VARIANCE REQUESTED

SCHEDULE OF BULK REQUIREMENTS

HC HIGHWAY COMMERCIAL ZONE

PARKING REQUIREMENT

PARKING REQUIREMENT

WAREHOUSE: 1 SPACE PER 1,500 SF + 1 SPACE PER VEHICLE

30,150 S.F. * 1 SPACE/1,500 SF = 20 SPACES

OFFICE: 1 SPACE PER 200 SF

2,380 SF * 1 SPACE/200 SF = 12 SPACES

REQUIRED: 32 SPACES

PROVIDED: 32 SPACES

* VARIANCE REQUESTED

GRAPHIC SCALE 1" = 40'

0 40 80 120

01/15/24 ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23 JT BFP LETTERS MSM EAD BPM

DATE REVISION DRAWN CHECKED RELEASED

SITE PLAN

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

DRAWN BY CSM DATE 11/11/22

DESIGNED BY EAD SCALE 1"=40'

CHECKED BY BPM DRAWER NO. PC-894

RELEASED BY BPM PROJECT NO. 5114.0017

SHEET NO. OF 5 22

1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

GRAPHIC SCALE 1"=30 '

LEGEND

PROPOSED STORM SEWER PROPOSED SANITARY SEWER

PROPOSED HYDRANT

PROPOSED WATER VALVE

—— W —— PROPOSED WATERMAIN

—— EXISTING WATER MAIN

PROPOSED WATER SERVICE CURB STOP

CO-PROPOSED SANITARY SEWER CLEANOUT

- W ___ W ___ PROPOSED WATER SERVICE

—— s —— PROPOSED SANITARY SEWER SERVICE

01/15/24 ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23 JT BEP LETTERS MSM EAD BPM

DATE REVISION DRAWN CHECKED RELEASED

UTILITY PLAN

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

Brian P. Murphy DRAWN BY CSM DATE 11/11/22

DESIGNED BY EAD SCALE 1"=30'

CHECKED BY BPM DRAWER NO. PC-894

RELEASED BY BPM PROJECT NO. 5114.0017

SHEET NO. OF 8 22

01/15/24 ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23 JT BFP LETTERS MSM EAD BPM

DATE REVISION DRAWN CHECKED RELEASED

PROFILES

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J. CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

Brian P. Murphy PROFESSIONAL ENGINEER N.J. LIC NO. 42000 DRAWN BY CSM DATE 11/11/22

DESIGNED BY EAD SCALE 1"=30'H;1"=3'V

CHECKED BY EAD DRAWER NO. PC-894

RELEASED BY BPM PROJECT NO. 5114.0017

SHEET NO. 9 OF 22

PLANTING SCHEDULE

ALL SHRUB MASSES SHALL BE CONTAINED WITHIN A MULCH BED.

GENERAL NOTES

• ALL DISTURBED AREAS (OPEN SPACE, LAWN AREAS AROUND BUILDINGS ETC.) SHALL BE SEEDED OR SODDED. ANY AREA TO BE SEEDED SHALL FOLLOW SE$SC PLAN. STORM WATER MANAGEMENT BASINS TO FOLLOW STANDARDS FOR SE$SC IN NJ FOR APPROPRIATE SEED MIX PER SE$SC PLAN.
• LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITIES (PROPOSED AND EXISTING) PRIOR TO INSTALLATION. IF DISCREPANCIES OCCUR, THE THE LANDSCAPE ARCHITECT'S OFFICE SHALL BE NOTIFIED IMMEDIATELY.
• SUBSTITUTION AND FINAL LOCATION OF ALL PLANT MATERIAL IS SUBJECT TO THE LANDSCAPE ARCHITECT AND TOWNSHIP'S APPROVAL
• IF DISCREPANCIES OCCUR IN THE PLANT SCHEDULE QUANTITIES, THE PLAN SHALL SUPERSEDE.
• SEE SHEET NO. II OF 21 FOR PLANTING NOTES AND DETAILS.
• No topsoll shall be removed from the site or used as spoils. Topsoll shall be redistributed on all regarded surfaces with a minimum of four (4) inch thickness and stabilized by seeding or planting.
• All tree stumps and other tree parts or debris shall be removed from the site and disposed of in accordance with the law. No trees stumps, portions of tree trunks or limbs shall be buried anywhere on site. All dead or dying trees, standing or fallen, shall be removed from the site.
• The developer shall selectively thin or remove all dead and dying vegetation, either standing or fallen, and shall remove, including grubbing out stumps, all undesirable trees and other growth.
• An identification tag attached at the nursery indicating the exact species and variety will be required on at least one tree of each unique variety planted.
• Additional screen plantings will be provided as may be directed by the inspecting engineer should the preservation of existing vegetation not be adequate to provide proper screening.

01/15/24 REVISED PER OL&A, RVE AND CME COMMENTS MVM MVM BPM

DATE REVISION DRAWN CHECKED RELEASED

LANDSCAPE PLAN

PRELIMINARY AND FINAL MAJOR SITE PLANLOTS 24 & 25 ~ BLOCK 4801TAX MAP SHEET NO. 48SITUATED INJACKSON TOWNSHIP, OCEAN COUNTY, N.J.

CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS ASSOCIATES.COM

CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS

FWHASSOCIATES.COM

1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

Leroy G. Webb Jr. Lu.

Licensed Landscape Architect N.J. Lic. No. AS00149 Professional Planner N.J. Lic. No. 4006

1. ALL DISTURBED AREAS (OPEN SPACE, LAWN AREAS AROUND BUILDINGS ETC.) SHALL BE SEEDED OR SODDED. ANY AREA TO BE SEEDED SHALL FOLLOW SE$SC PLAN. STORM WATER MANAGEMENT BASINS TO FOLLOW STANDARDS FOR SE$SC IN NJ FOR APPROPRIATE SEED MIX PER SE$SC PLAN.
2. LIGHTING CONTRACTOR SHALL VERIFY ALL UTILITIES (PROPOSED AND EXISTING) PRIOR TO INSTALLATION. IF DISCREPANCIES OCCUR, THE ENGINEER'S OFFICE SHALL BE NOTIFIED IMMEDIATELY.
3. SUBSTITUTION AND FINAL LOCATION OF ALL LIGHTING IS SUBJECT TO TOWNSHIP'S APPROVAL.
2. LIGHTING CONTRACTOR SHALL VERIFY ALL UTILITIES (PROPOSED AND EXISTING) PRIOR TO INSTALLATION. IF DISCREPANCIES OCCUR, THE ENGINEER'S OFFICE SHALL BE NOTIFIED IMMEDIATELY.
3. SUBSTITUTION AND FINAL LOCATION OF ALL LIGHTING IS SUBJECT TO TOWNSHIP'S APPROVAL.
4. IF DISCREPANCIES OCCUR IN THE SCHEDULE QUANTITIES, THE PLAN SHALL SUPERSEDE.
5. SEE SHEET II OF 21 FOR LIGHTING DETAILS
6. LIGHT SHIELDING SHALL BE PROVIDED IF DEEMED NECESSARY TO LIMIT LIGHTING AT THE ACCESS TO NORTH COUNTY LINE ROAD 526, OR ALONG PROPOSED LANDSCAPE SCREEN.
7. ALL SITE LIGHTING WILL BE ADJUSTED AS MAY BE DIRECTED BY THE TOWNSHIP/INSPECTING ENGINEER SHOULD UNANTICIPATED OFFSITE LIGHTING IMPACTS RESULT FROM THE DEVELOPMENT WHICH IS PROPOSED.
8. T.ALL SITE LIGHTING WILL BE ADJUSTED AS MAY BE DIRECTED BY THE TOWNSHIP/INSPECTING ENGINEER SHOULD UNANTICIPATED OFFSITE LIGHTING IMPACTS RESULT FROM THE DEVELOPMENT WHICH IS PROPOSED.

01/15/24 REVISED PER OL&A, RVE AND CME COMMENTS MVM MVM BPM

DATE REVISION DRAWN CHECKED RELEASED

LIGHTING PLAN

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

CIVIL ENGINEERS LAND SURVEYORS

LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS NDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS

FWHASSOCIATES.COM

1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

22

A+ Capable options indicated by this color background.

Ordering Information EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD

DSX1 LED

Series LEDs Color temperature Distribution Voltage Mounting

D T15 Type I short T5VS Type V very short2 MVOL4 Shipped included

T25 Type II short T5S Type V short2 1205 SPA Square scale accounting

T2M Type II medium T5M Type V medium2 2085 RPA Round pole mounting

T3S Type II short T5W Type V wide2 2405 WBA Wall bracket2

T3M Type II medium BLC Back light control3 2775 SPUMBA Square scale universal mounting adaptor4

T4M Type IV medium LCO Left corner cutoff5 3475 RFUMBA Round pole universal mounting adaptor5

TFTM Forward throw RCOO Flitch come 'cuo'5 4805 Shipped separately KMAS DDBXD U Mest arm mounting bracket adaptor (specify 'first')

Control options Other options Finish

Shipped installed PIR High flow, motion/ambient sensor, 8-15° mounting height, ambient sensor enabled at 5K16,17 Shipped installed DDBXD Dark bronze

NLTAIR2 r Light air generation 2 enabled8 PIRH High flow, motion/ambient sensor, 15-30° mounting height, ambient sensor enabled at 5K16,17 HS - mouse size shirk18 DBLXD Black

PIRHN Network high flow control/mb on sensor9 SF Single fuses (170, 777, 347V)5 DNAXD Natural alum num

PER NFMA twist-lock receptacle only (control vs. cinered sepext)10 PIRF3V High flow, motion/ambient sensor, 8-15° mounting height, ambient sensor enabled at 1K16,17 DF Double fuses (728, 240, 480V)5 DVHXD White

PERS Five-pin receptacle only (control vs. cinered sepext)10,11 L90 - left rotated optics1 DDBTXD Textured dark bronze

PER7 Seven-pin receptacle only (control vs. cinered sepext)10,1 PIRH1FCV B-level, motion/ambient sensor, 15-30° mounting height, ambient sensor enabled at 1K16,17 R90 - right rotated optics1 DLBBXD Textured black

DMG 0-10% dimming wires pulled outside fixture (for use with an external control, ordered separately)11 EAO Field ac/stable output15 Shipped separately BS 3rd spikes18 DNATXD Textured natural alum num

DS Dual swill-ting10,14,15 EGS - external glare shied DVHGXD Textured white

One Lithonia Way • Coryers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011 2020 Aouity Brands Lighting, Inc. All rights reserved. DSXI-LED rev. 01/20/20

COMMERCIAL O.ITDOOR Page 1 of 8

WDGE LED Family Overview

Luminaire Standard EM, 0°C Cold EM, -20°C Sensor Lumens (4000K)

P1 P2 P3 P4 P5 P6

WDGE1 LED 4W -- -- 1,200 2,000 -- -- -- --

WDGE2 LED 10W 18W Standalone / nLight 1,200 2,000 3,000 4,500 6,000 --

WDGE3 LED 15W 18W Standalone / nLight 7,500 8,500 10,000 12,000 -- --

WDGE4 LED -- -- Standalone / nLight 12,000 16,000 18,000 20,000 22,000 25,000

EXAMPLE: WDGE4 LED P3 40K 70CRI R3 MVOLT SRM DDBXD

WDGE45 DBXD

WDGE4FBBW DOEXD U

LITHONIA LIGHTING. COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com WODGE4 LED © 2019-2022 Acuity Brands Lighting, Inc. All rights reserved. Rev. 01/18/22

Introduction

The WPX LED wall packs are energy-efficient, cost-effective, and aesthetically appealing solutions for both HID wall pack replacement and new construction opportunities. Available in three sizes, the WPX family delivers 1,550 to 9,200 lumens with a wide, uniform distribution.

The WPX full cut-off solutions fully cover the footprint of the HID glass wall packs that they replace, providing a neat installation and an upgraded appearance. Reliable IP66 construction and excellent LED lumen maintenance ensure a long service life. Photocell and emergency egress battery options make WPX ideal for every wall mounted lighting application.

Front View Side View

Luminaire Height (H) Width (W) Depth (D) Side Conduit Location Weight WPX1 8.1" (20.6 cm) 11.1" (28.3 cm) 3.2" (8.1 cm) 4.0" (10.3 cm) 0.6" (1.6 cm) 6.1 lbs (2.8 kg) WPX2 9.1" (23.1 cm) 12.3" (31.1 cm) 4.1" (10.5 cm) 4.5" (11.5 cm) 0.7" (1.7 cm) 8.2 lbs (3.7 kg) WPX3 9.5" (24.1 cm) 13.0" (33.0 cm) 5.5" (13.7 cm) 4.7" (12.0 cm) 0.7" (1.7 cm) 11.0 lbs (5.0 kg)

Ordering Information

EXAMPLE: WPX2 LED 40K MVOLT DDBXD

Note: The lumen output and input power shown in the ordering tree are average representations of all configuration options. Specific values are available on request.

1. All WPX wall packs come with 6kV surge protection standard, except WPX1 LED P1 package which comes with 2.5kV surge protection standard. Acid SPD6KV option to get WPX1 LED P1 with 6kV surge protection. Sample nomenclature: WPX1 LED P1 40kV MVOLT SPD6KV DDEXD 2. Battery pack options only available on WPX1 and WPX2. 3. Battery pack options not available with 347V and PE options.

FEATURES & SPECIFICATIONS

INSTALLATION

INTENDED USE The MPX LED wall

WPX ca- be mounted directly over a standard electrical junction box. Three 1/2 inch concul ports on three sides allow for s-face conduit wiring. A port on the back surface allows poko-through conduit wiring on surfaces that can't have an electrical junction box. Wiring can be made in the integral wiring compartment (i-ci cases). WPX is only tocom-mended for installations with EDs facing downwards.

The WPX LED wall packs are designed to provide a cost-effective, e-ergy-eff client solution for the one-for-one replacement of existing -1 D wall packs. The WPX, WPX2 and WPX3 are ideal for replacing up to 150W, 250W, and 400W Hs) lumi-a res respectively WPX luminaires deliver a uniform, wide distribution. WPX is rated for -40°C to 43°C.

CONSTRUCTION WPX feature a die-ca

WPX features a die-cast aluminum main body with a thermal management that both enhances (11.1) efficacy and exite-ds component life. The lumi-aires are 11'65 rated, and sealed against moisture or environmental contaminants.

LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. IP56 Re.d. DesignLights Co-sortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List as: www.deslard.com/DLP, to confirm which versions are qualified. International Dark Sky Association (DA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create a any warranty of any kind. All other express and implanks are disclaimed. Complete warranty terms located at: www.aurybrands.com/customers/aury/terre_and_conditions.asp Note: Actual performance may differ as a result of one user environment application. All values are design or policy values, measured under laboratory conditions as 25°C. Specifications subject to change without notice.

Light ongoing) co-figuration consists of high-efficacy LEDs and LED 1000V and 1000W LEDs. The main maintenance of L90/00, 1000 hours, color temperature (CCT), options of 3000K, 4000K and 5000K with minimum CRI of 70. Electronic drivers ensure system power fccor >90% and THD <20%. All luminaires have 6V surge protection (Note: WPXL LED P1 package comes with a star-dard surge protection at 1000V and 1000W). It can be ordered with an optional 6V surge protection. All photocell (PS) operates on a MVOLT (120V - 277V) input. Note: The standard WPXL LED wall pack luminaires come with field-adjustable drive current feature. This feature allows tuning the output current of the LED drivers to adjust the L, main output to the dim the L, main rate.

One Lithonia Way • Coryers, Georgia 30012 • Phone: 1-800-705-SSTRV (7378) • www.lithonia.com WPX LED © 2020-2022 Acuity Brands Lgh:ing, Inc. All rights reserved. Rev. 03/08/22

COMMERCIAL OJTDOOR

FEATURES & SPECIFICATIONS	Catalog Number
INTENDED USE — Square straight aluminum general purpose pole for up to 35 foot mounting heights, CONSTRUCTION — Shaft: Made from extruded 6063-T6 or 6061-T6 aluminum alloy, square tube is uniform in cross-section down length of shaft with no taper.	Notes
Hand hole: Reinforced rectangular hand hole is located 18" above base, 4" poles have 2" x 4" hand hole; 5" and 6" poles have 2.5" x 4" hand hole). Hand-hole cover plate made from aluminum alloy.	Type
Hardware: Stainless steel
Top cap: Removable top cap provided with drill-mount poles.
Bolt covers: Nut cover discs provided. Optional cast aluminum base cover available.
FINISH — Must specify finish.
GROUNDING — Provision located inside hand hole rim. Grounding hardware is not included (provided by others).
ANCHOR BOLTS — Fabricated from carbon steel bar with minimum-yield strength of 55,000 psi. Upper portion of anchor bolt is galvanized per ASTM A-153. Each anchor bolt is furnished with two hex nuts and two flat washers.	Anchor Base Poles SQUARE STRAIGHT ALUMINUM

WM3-FT WALL MOUNTED LIGHT DETAILS NTS

WM WALL MOUNTED LIGHT DETAILS

ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative.

Example: SSA 20 4CDM19 BA

Series

SSA

CROSS SECTION / ELEVATION

DECIDUOUS TREE PLANTING DETAIL NTS NOTE: WIRE BASKETS ARE TO BE REMOVED PRIOR TO BACKFILLING THE PLANTING PIT

CROSS SECTION / ELEVATION

EVERGREEN TREE PLANTING DETAIL NTS NOTE: WIRE BASKETS ARE TO BE REMOVED PRIOR TO BACKFILLING THE PLANTING PIT

CROSS SECTION/ELEVATION SEE PLANTING NOTES FOR ADDITIONAL REQUIREMENTS

3033 30101111

SHRUB PLANTING DETAIL NTS

PLANTING NOTES

• Plant material shall be furnished and installed as indicated; including all labor, materials, plants, equipment, incidentals, and clean up.
• The Contractor shall be responsible for planting at correct grades and alignment.
• Plants shall be typical of their species and variety; have normal growth habits; well-developed densely foliated branches, an abundant root system and be free from defects and injuries.
• Contractor shall report any soil or drainage conditions considered detrimental to the growth of the plant material.
• All plant material shall be guaranteed by the Contractor to be in vigorous growing condition. Provision shall be made for a growth guarantee of at least two (2) years for trees and shrubs. Replacements shall be made at the beginning of the first succeeding planting season. All replacements shall have a guarantee equal to that stated above.
• Insofar as it is practical, plant material shall be planted on the day of delivery. In the event this is not possible, the Contractor shall protect the plant material not planted from drying. Plants shall not remain unplanted for longer than a three (3) day period after delivery.
• Quality and size of plants, spread of roots, and size of balls shall be in accordance with ANSI Z60.1 (Rev. 2014) "American Standard for Nursery Stock" as published by the American Horticultural Industry Association d/b/a AmericanHort.
• All plants shall be planted in topsoll that is thoroughly watered and tamped as backfilling progresses. Nothing but suitable topsoll, free of dry sod, stiff clay, litter, etc., shall be used for planting.
• Plants shall not be bound with wire or rope at any time so as to damage the bark or break branches. Plants shall be handled from the bottom of the ball only.
• Planting operations shall be performed during periods within the planting seasons when weather and soil conditions are suitable and in accordance with accepted local practices. Planting seasons are defined as "Spring Planting Season" March 15 through May 15, "Fall Planting Season" Sept. 15 through Nov. 15. Planting is acceptable during other months if weather permits, the ground is not frozen and supplemental watering is provided in the summer.
• No plant, except ground covers, shall be planted less than two (2) feet from existing structures and sidewalks.
• Street trees shall be field adjusted to be a minimum distance of 15' from proposed street lighting.
• Set all plants plumb and straight. Set at such level that, after settlement, a normal or natural relationship to the crown of the plant with the ground surface will be established. Locate plants in the center of the pit.
• Top pruning should be restricted to removing broken and damaged branches and developing a good tree structure. Main leader of trees must not be cut back. All pruning shall be done at the nursery prior to transplanting or transporting.
• Each tree and shrub shall be pruned in accordance with standard horticultural practice to preserve natural character of plant. Pruning shall be done with clean, sharp tools. All pruning cuts will be made to natural targets.
• Trees shall be supported immediately after planting. All trees six (6) inches and over in caliper shall be guyed, unless otherwise noted. Smaller trees shall be staked and supported as indicated.
• All planting beds shall receive 4" of shredded hardwood bark mulch treated with a pre-emergent herbicide. Mulch shall not be piled directly against the tree's root collar.
• Topsoll mixture for backfilling planted areas shall consist of two-parts by volume loamy topsoll thoroughly mixed with one-part peat moss. Fertilizer will not be used for one year after planting.
• The following "Fall Hazard Planting", tree species (bare root or B&B) will be planted during the Spring planting season only.
• Acer rubrum
• Betula var.
• Carpinus vars.
• Celtis vars.
• Cercidiphyllum vars.
• Crataegus vars.
• Fagus vars.
• Halesia vars.
• Ilex opaca vars.
• Ilex vars. (all treeform evergreen vars.)
• Koelreuteria vars.
• Liquidambar vars.
• Liriodendron tulipifera Malus in leaf Nyssa Sylvatica Ostrya Platanus × acerifolia Populus vars. Prunus all stone fruit vars. Pyrus vars. Quercus (all oaks except Q. palustris) Salix weeping vars. Tilia tomentosa vars. Zelkova vars.
• No topsoll shall be removed from the site or used as spoils. Topsoll shall be redistributed on all regarded surfaces with a minimum of four (4) inch thickness and stabilized by seeding or planting.
• All tree stumps and other tree parts or debris shall be removed from the site and disposed of in accordance with the law. No trees stumps, portions of tree trunks or limbs shall be buried anywhere on site. All dead or dying trees, standing or fallen, shall be removed from the site.
• The developer shall selectively thin or remove all dead and dying vegetation, elther standing or fallen, and shall remove, including grubbing out stumps, all undesirable trees and other growth.
• An identification tag attached at the nursery indicating the exact species and variety will be required on at least one tree of each unique variety planted.

HANDHOLE ORIENTATION IMPORTANT INSTALLATION NOTES

POLE MOUNTED LIGHT DETAILS NTS

01/15/24 REVISED PER OL&A, RVE AND CME COMMENTS MVM MVM BPM

DATE REVISION DRAWN CHECKED RELEASED

LANDSCAPE AND LIGHTING DETAILS

_LIGHTING STANDARD DETAI

NTS

GENERAL NOTES

• I.ALL DISTURBED AREAS (OPEN SPACE, LAWN AREAS AROUND BUILDINGS ETC.) SHALL BE SEEDED OR SODDED. ANY AREA TO BE SEEDED SHALL FOLLOW SE$SC PLAN. STORM WATER MANAGEMENT BASINS TO FOLLOW STANDARDS FOR SE$SC IN NJ FOR APPROPRIATE SEED MIX PER SE$SC PLAN.
• LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITIES (PROPOSED AND EXISTING) PRIOR TO INSTALLATION. IF DISCREPANCIES OCCUR, THE THE LANDSCAPE ARCHITECT'S OFFICE SHALL BE NOTIFIED IMMEDIATELY.
• SUBSTITUTION AND FINAL LOCATION OF ALL PLANT MATERIAL IS SUBJECT TO THE LANDSCAPE ARCHITECT AND TOWNSHIP'S APPROVAL.
• IF DISCREPANCIES OCCUR IN THE PLANT SCHEDULE QUANTITIES, THE PLAN SHALL SUPERSEDE.
• SEE THIS SHEET FOR PLANTING NOTES AND DETAILS.

THIS PLAN TO BE USED FOR LANDSCAPE AND LIGHTING PURPOSES ONLY.

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801

TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

Licensed Landscape Architect N.J. Lic. No. AS00149

Professional Planner N.J. Lic. No. 4006

CHEEK WALLS

DETECTABLE WARNING SURFACE (DWS) INSTALLATION INSTRUCTIONS

• CHEEK WALLS ARE PERMITTED WHEN ADJACENT TO NON-WALK AREAS OR ELEVATION DIFFERENCES CANNOT BE ACCOMMODATE BY FLARES OR GRADING.

CONTRACTION JOINTS @ 4

• AVOID THE USE OF CHEEK WALLS IN SIDEWALK AND CURB DESIGN.

2. CROSSWALKS

• FOR CURB RAMPS THAT LEAD TO A SINGLE CROSSWALK, THE RAMP (EXCLUDING FLARES) TO BE FULLY INSIDE OF MARKED CROSSWALK LINES.

1. SAW CUT EXISTING CURB RAMP SURFACE WHERE THE DWS WILL BE PLACED.

A

• SHOULD BE PLACED A MINIMUM DISTANCE OF 4'-0" FROM STOP AND YIELD LINES.
• REMOVE EXISTING CONCRETE FROM THIS AREA.
• FOR UN-SIGNALIZED AREAS, CROSSWALKS SHOULD BE PLACED A MINIMUM DISTANCE OF 20'-0" AWAY FROM ON ROAD PARKING ZONES. FOR SIGNALIZED AREAS, CROSSWALKS SHOULD BE PLACED A MINIMUM DISTANCE OF 30'-0" FROM ON ROAD PARKING ZONES.
• REPLACE AND COMPACT ANY DISTURBED AGGREGATE SUBBASE.
• PEDESTRIAN CROSSWALK IS 6-10" MINIMUM MEASURED FROM INSIDE THE PAINTED EDGE TO INSIDE PAINTED EDGE AND THE INSIDE LINES MUST BE OUTSIDE THE PROJECTED CURB LINES. AVOID USING THE RAPALL FL LINE CROSSWALK DESIGN, INSTEAD USE THE LONGITIDINAL LINES AT C100 LONG AND 41.2 WIDE WITH A
• AVOID USING THE PARALLEL LINE CROSSWALK DESIGN. INSTEAD USE THE LONGITUDINAL LINES AT 6'-0" LONG AND 1'-2' WIDE WITH A SPACING OF 1'-2' APART. SPACING SHOULD BE DESIGNED SO THE PAINTED AREAS AVOID THE WHEEL PATHS.
• PLACE NEW CEMENT CONCRETE AND LEVEL TO A 4 INCH DEPTH SO THAT THE TOP OF

THE CONCRETE IS LOWER THAN THE ADJOINING SIDEWALK, EQUIVALENT TO THE EMBEDDING DEPTH OF THE DWS MATERIAL.

3. CURB RAMPS

___BITUMINOUS EXPANSION JOINTS @ 20'

• CONSTRUCT CURB RAMPS WITH A MINIMUM 4'-0" X 4'-0" CLEAR SPACE BEFORE THE CURB FACE, WITHIN THE WIDTH OF THE CROSSWALK.
• SLOPES THAT EXCEED 12:1 SLOPE, OR CONTRACT DOCUMENTS AS APPLICABLE, WILL NOT BE ACCEPTED AND WILL BE RECONSTRUCTED.

SECTION B-B CURB RAMP

5. LAY OUT AND PROPERLY FIT EACH UNIT PRIOR TO SETTING IN WET CONCRETE.

\( riangle \quad riangle \quad riangle \quad riangle \

• PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS.

6. CUT UNITS AS NECESSARY ALONG PERIMETER OF DETECTABLE WARNING SURFACE.

CLASS B CONCRETE

4" THICK (6" W/WWM @ DRIVEWAY)

• TO AVOID CHASING GRADE INDEFINITELY WHEN TRAVERSING THE HEIGHT OF CURB, RAMP LENGTH NOT TO EXCEED 15-0". ADJUST RAMP SLOPE AS NEEDED TO PROVIDE ACCESS TO THE MAXIMUM EXTENT FEASIBLE.
• FOR NEW CONSTRUCTION AND AI TERATIONS CONSTRUCT CHUB RAMP AND FI ARE SLOPES WITH THE FI ATTEST SI OPE POSSIBLE

SECTION "A-A"

7. PLACE UNITS ACROSS THE ENTIRE WIDTH OF THE CURB RAMP SURFACE AND/OR WHERE THE CURB IS FLUSH.

• FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE.
• FOR NEW CONSTRUCTION, ATTEMPT TO KEEP THE CROSS SLOPE AS FLAT AS POSSIBLE. DO NOT EXCEED 2.00% CROSS SLOPE ON

NOTES:

• FOR NEW CONSTRUCTION, ATTEMPT TO KEEP THE CROSS SLOPE AS FLAT AS POSSIBLE. DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESSIBLE ROUTE (MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL).

1. CONCRETE TO BE NJDOT CLASS "B" (AIR ENTRAINED).

PAVEMENT SECTION

SIDEWALK NOTES:

8. PRESS UNITS INTO FULL CONTACT WITH THE FRESH CONCRETE.

• CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK SLOPE.
• CURB RAMP WIDTH IS 4'-0" MINIMUM.

. TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0" APART AND SHALL BE FILLED WITH PREFERMED, BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO M-213, RECESSED 1/4" FROM THE FRONT FACE ABD TOP OF THE CURB.

A PREFERRED, BITUMINOUS EXPANSION JOINT 1/2" THICK, 4" WIDE, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FEET. CONTRACTION JOINTS SHALL BE INSTALLED EVERY MAXIMUM 4 FEET THE FULL WALK WIDTH THERE SHALL BE A BROOM FINISH TO ENSURE A SLIP RESISTANT

9. ADJUST HEIGHT OF EACH UNIT EDGE TO BE LEVEL WITH ADJACENT RAMP SURFACES.

• ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE. THEREFORE, THE LENGTH OF RAMP IS NOT SOLELY DEPENDANT ON THE HEIGHT OF CURB. (FOR EXAMPLE, A 6" CURB DOES NOT NECESSARILY MEAN A RAMP LENGTH OF 6'-0" FOR A 12:1 SLOPE.

10. ONLY TRUNCATED DOMES SHOULD BE ABOVE THE ADJACENT FINISHED CONCRETE.

DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS.

2. THERE SHALL BE A BROOM FINISH TO ENSURE A SLIP RESISTANT WEARING SURFACE IN ACCORDANCE WITH ADA.

• THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP AND ADJOINING ROAD SURFACE IS NOT TO EXCEED AN ALGEBRAIC DIFFERENCE OF 11.00%. THE COUNTER SLOPE OF THE GUTTER OR ROAD AT THE FOOT OF A CURB RAMP, TURNING SPACE OR BLENDED TRANSITION IS NOT TO EXCEED 8.00% AND IT IS NOT NECESSARY TO HAVE THE LENGTH GREATER THAN 15'-0".

11. FILL ANY SAW CUT GAPS WITH APPROVED JOINT SEALANT MATERIAL.

CONCRETE VERTICAL CURB N.T.S.

SIDEWALK DETAIL N.T.S.

• FOR BLENDED TRANSITION CURB RAMPS (TYPE 3), THE MAXIMUM RUNNING SLOPE IS 5% WITH A MAXIMUM 2% CROSS SLOPE. BLENDED TRANSITION CURB RAMPS REQUIRE THE OCEAN COUNTY ENGINEER'S APPROVAL.

4. FLUSH CURB

DWS NOTES:

• CONSTRUCT TOP OF PLAIN CEMENT CONCRETE FLUSH CURB TO BE FLUSH WITH ADJACENT SURFACES (RAMPS, SIDEWALKS, FLARES).

– THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE. THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING UNIT (THE DOMES AND THE ENTIRE 24" LEVEL SURFACE) IS FOR ILLUSTRATION ONLY.

• CONSTRUCT FLUSH CURB FOR CURB RAMPS FLUSH TO ADJACENT ROADWAY. GRADE EDGE OF ROAD ELEVATIONS AT THE FLOW LINE TO ENSURE POSITIVE DRAINAGE AND PREVENT PONDING. FOR LEVEL TURNING SPACES BEHIND FLUSH CURB, ADJUST SLOPES TO PROVIDE POSITIVE DRAINAGE. THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING FLARES, SHALL BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. RAMP TRANSITIONS BETWEEN WALKS, GUTTERS, TURNING SPACES, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAXIMUM).

CROSSWALK STRIPING DETAIL

• FOR TYPE 3 RAMPS AND BLENDED TRANSITIONS, THE FLUSH CURB MUST EXTEND FROM THE OUTER MOST EDGE OF EACH CROSSWALK.

DETECTABLE WARNING UNIT DIMENSIONS:

– THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES.

5. DETECTABLE WARNING SURFACES

• NO SEPARATION BETWEEN DETECTABLE WARNING SURFACES FOR MEDIANS LESS THAN 4'-0" BETWEEN BACK OF CURBS.
• PROVIDE DETECTABLE WARNING SURFACES (DWS) 24" MINIMUM (IN THE DIRECTION OF PEDESTRIAN TRAVEL) ACROSS FULL WIDTH OF RAMP AT THE GRADE BREAK NEAR STREET EDGE. PROVIDE DWS THAT CONTRAST VISUALLY WITH ADJACENT WALKWAY SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT FOR THE FULL WIDTH OF RAMP.

DOME ALIGNMENT:

• ALIGN DETECTABLE WARNING SURFACE TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR TO CURB WHEN APPROPRIATE.

– THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEEN THE RAMP TURNING SPACE OR CURB RAMP AND THE STREET.

• THE PUBLIC SIDEWALK CURB RAMP, DETECTABLE WARNING SURFACES (SHADED AREA) SHALL BE SAFETY RED COLOR, EXCEPT IF
• FOR TYPE 3 RAMPS AND BLENDED TRANSITIONS, THE DETECTABLE WARNING SURFACE MUST BE PLACED ALONG THE ENTIRE FLUSH
• FOR TYPE 3 RAMPS AND BLENDED TRANSITIONS, THE DETECTABLE WARNING SURFACE MUST BE PLACED ALONG THE ENTIRE FLUSH CURB AND THE DOMES MUST BE PLACED IN SUCH A WAY THAT THE DIRECTION OF TRAVEL IS ORIENTED INTO THE CROSSWALK.

- WHERE DOMES ARE ARRAYED RADIALLY THEY MAY DIFFER IN DOME DIAMETER AND CENTER-TO-CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET.

6. DRIVEWAYS

DEPRESSED CURB DETAIL

• 6.00 % MAXIMUM SLOPE FOR THE DRIVEWAY APRON.
• 1 1/2" MAXIMUM VERTICAL CHANGE IN HEIGHT BETWEEN THE ROAD SURFACE AND THE FLUSH CURB AT THE DRIVEWAY APRON.
• JOINTS

COLOR REQUIREMENTS:

HANDICAP PARKING SPACE STRIPING DETAIL

• PROVIDE EXPANSION JOINT MATERIAL 1/2" THICK WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER FLUSH WITH ADJACENT CONCRETE SURFACE.

– THE DETECTABLE WARNING FIELD SHALL BE THE COLOR "SAFETY RED" UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS AND MUST MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS.

• SEAL JOINTS WITH AN APPROVED SEALING MATERIAL.

8. TURNING SPACES

• TURNING SPACE, APPROACH SIDEWALK TRANSITIONS, AND CURB RAMP SHALL BE KEPT CLEAR OF OBSTRUCTIONS, UNLESS AN
• DO NOT EXCEED 2.00% SLOPE IN ANY DIRECTION.

DETECTABLE WARNINGS LOCATIONS:

— DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OR CORNER OF THE WARNING FIELD NEAREST TO THE ROADWAY IS 5" TO 9" FROM THE FRONT OF THE CURB OR THE ROADWAY EDGE (12" WHERE TRAVERSABLE CURB IS USED). — THE EDGE OF THE DETECTABLE WARNING FIELD NEAREST TO A RAILROAD CROSSING SHALL BE 6'-0" MINIMUM AND 15'-0" MAXIMUM FROM THE CENTERLINE OF THE NEAREST RAIL.

• TURNING SPACE SHOULD BE 4'-0" X 4'-0" MINIMUM CLEAR SPACE. IF THE TURNING SPACE IS CONSTRAINED ON 2 OR MORE SIDES, IT MUST BE 4'x5' WITH THE 5' LENGTH ALONG THE UNOBSTRUCTED SIDE. FOR TYPE 3 RAMPS AND BLENDED TRANSITIONS, THE TURNING SPACE MUST HAVE A MINIMUM OF A 5'-0" DEPTH (INCLUDING THE DETECTABLE WARNING SURFACE) ALONG THE FLUSH CURB/ROADWAY.
• 4'x4' TURNING SPACES ARE REQUIRED AT EVERY ACCESSIBLE PEDESTRIAN SIGNAL/PUSHBUTTON LOCATION.

• TURNING SPACES SHALL BE CONSTRUCTED AT THE TOP OF EVERY PERPENDICULAR RAMP AND AT THE BOTTOM OF EVERY PARALLEL RAMP.

9. NON-WALK SURFACES

NOTE: FIRE LANES AND SIGNS SHALL BE IN ACCORDANCE WITH JACKSON TOWNSHIP FIRE CODE CHAPTER 61-7E

EQUIVALENT SLOPES

• NON-WALK AREA IS AN OBSTRUCTION OR GRASS/NON-PAVED AREA ADJACENT TO THE PEDESTRIAN ACCESS ROUTE THAT IS NOT USED BY THE PEDESTRIAN FOR ACCESS.

10. PEDESTRIAN PUSHBUTTONS

DRIVEWAY APRON DETAIL N.T.S.

FIRE LANE MARKING AND STRIPING DETAIL

• THE DETAILS DEPICT PEDESTRIAN PUSHBUTTON POLES TO ILLUSTRATE THE RECOMMENDED PLACEMENT OF PEDESTRIAN PUSHBUTTONS. FOR ALTERATION PROJECTS, PROVIDE ACCESS TO EXISTING PEDESTRIAN PUSHBUTTONS TO THE MAXIMUM EXTENT
• FEASIBLE. INSTALL PEDESTRIAN PUSHBUTT ON STUB POLES, WHERE APPLICABLE, SO AS NOT TO CREATE PEDESTRIAN OBSTRUCTIONS. - NEW CONSTRUCTION MUST COMPLY WITH RECOMMENDED LOCATIONS FOR ALTERATION PROJECTS LOCATE PEDESTRIAN PUSHBUTTONS, TO THE MAXIMUM EXTENT FEASIBLE (SEE 2009 MUTCD FIG 4E-3)
• ADJACENT TO A LEVEL NON-SLIP SURFACE TO PROVIDE ACCESS FROM A WHEELCHAIR, AND WHERE THERE IS A NON-SLIP WHEELCHAIR ACCESSIBLE ROUTE TO THE RAMP
• ADJACENT TO A LEVEL NON-SLIP SURFACE TO PROVIDE ACCESS FROM A WHEELCHAIR, AND WHERE THERE IS A NON-SLIP
• WITHIN 5'-0" OF THE CROSSWALK EXTENDED
• BETWEEN 1'-6" AND 10'-0" OF THE EDGE OF CURB, SHOULDER OR PAVEMENT
• PARALLEL TO THE CROSSWALK TO BE USED
• MOUNT PEDESTRIAN PUSHBUTTON 42" ABOVE THE SIDEWALK OR FINISHED GRADE TO THE CENTER OF THE PUSHBUTTON AND 10"

11. SIDE FLARES

• ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE. THEREFORE, THE LENGTH OF RAMP IS NOT SOLELY DEPENDANT ON THE HEIGHT OF CURB. (FOR EXAMPIE A 6" CURP DOES NOT NECESSARILY MEAN A RAMP LENGTH OF 6'-0" FOR A 12:1 SI OPE
• SIDE FLARES 10.00% MAXIMUM SLOPE WHERE THE PEDESTRIAN PATH CROSSES THE CURB RAMP.
• SIDE FLARES MUST BE PARALLEL TO THE CURB LINE.
• CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK SLOPE.
• GRADE GRASS AREAS OR OTHER NON-WALK AREAS AT 3:1 (1:3) MAXIMUM. DO NOT INSTALL CHEEK WALLS THAT INTERSECT THE PEDESTRIAN ACCESS ROUTE.
• SIDE FLARE WIDTH IS TYPICALLY 24" AND A MINIMUM OF 12".

NOTE: FIRE LANES AND SIGNS SHALL BE IN ACCORDANCE WITH JACKSON TOWNSHIP FIRE CODE CHAPTER 61-7E NO PARKING FIRE LANE SIGN DETAIL N.T.S.

12. SIDEWALKS

• NOTES THE AREA CONSIDERED TO BE THE "PEDESTRIAN ACCESSIBLE ROUTE"

SIGN DETAIL N.T.S.

• THE MAXIMUM SIDEWALK CROSS SLOPE IS 2.00% (MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL). THE MAXIMUM GRADE IS 5.00%. FOR SIDEWALKS ALONG STREETS; HOWEVER, THE LONGITUDINAL GRADE OF THE SIDEWALK SHOULD BE CONSISTENT WITH THE GRADE OF THE ADJACENT ROADWAY. IF THE 5.00% GRADE IS NOT FEASIBLE DUE TO TOPOGRAPHY AND OTHER PHYSICAL CONSTRAINTS, THE LOWEST PRACTICAL GRADE GREATER THAN 5.00% SHOULD BE USED.

TRAFFIC CONTROL SIGN DETAIL

• SIDEWALK WIDTH MAY BE REDUCED TO 4'-0", WHEN PASSING AREAS 5'-0" X 5'-0" ARE PROVIDED EVERY 200'.

13. TRAVEL LANES

• THE TRAVEL LANE IS DEFINED BY THE OUTSIDE EDGE OF THE WHITE PAVEMENT MARKING LINE. IF A WHITE PAVEMENT MARKING LINE DOES NOT EXIST, THE TRAVEL LANE IS DEFINED BY THE CONTRACT DOCUMENTS.
• 14. MODIFY CONSTRUCTION DETAILS TO ADAPT DIMENSIONS TO EXISTING CURB HEIGHTS WHERE THE CURB IS LESS OR MORE THAN THE STANDARD 6" HEIGHT.

15. 15. CONSTRUCTION MUST MEET THE STANDARDS CONTAINED HEREIN UNLESS OTHERWISE NOTED OR DIRECTED.

16. PREFERRED AND ALTERNATE TREATMENTS SHOULD NOT BE INTERMIXED WITHIN THE SAME INTERSECTION.

'AN ACCESSIBLE

17. ALL HANDICAP RAMPS CONSTRUCTED IN THIS CONTRACT SHALL MEET ACCESSIBILITY REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT AND THE PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES.

NOTES:

18. GRADE BREAKS

TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH PREFERRED BITUMINOUS-IMPREGATED FIBER JOINT FILLER RECESSED 1/4" IN FROM FRONT FACE AND TOP OF CURB. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CURB.

• GRADE BREAKS AT THE TOP AND BOTTOM OF THE CURB RAMP SHALL BE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN.
• GRADE BREAKS ARE NOT PERMITTED ON THE SURFACE OF RAMP RUNS OR TURNING SPACES.
• SURFACE SLOPES THAT MEET AT THE GRADE BREAKS SHALL BE FLUSH.

DO NOT ENTER SIGN R5-1 30"x 30"

19. FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE.

COUNTY ROAD CONCRETE VERTICAL CURB AND PAVEMENT DETAIL

20. ALL VERTICAL SURFACE DISCONTINUITIES SHALL NOT EXCEED 1/4" IN HEIGHT. ANY VERTICAL SURFACE DISCONTINUITY BETWEEN 1/4" AND 1/2" SHALL BE BEVELED AT A SLOPE NO GREATER THAN 50% ACROSS THE ENTIRE DISCONTINUITY.

21. 21. HORIZONTAL OPENINGS IN GRATES AND JOINTS SHALL NOT EXCEED 1/2" IN DIAMETER AND THE GRATES SHALL BE PLACED SO THE LONG DIMENSION IS PERPENDICULAR TO THE DIRECTION OF TRAVEL.

TOW-AWAY ZONE

22. 22. THE CROSS SLOPE FOR CURB RAMPS, BLENDED TRANSITIONS, AND TURNING SPACES SHALL BE 2% MAXIMUM. AT PEDESTRIAN STREET CROSSINGS WITHOUT YEILD OR STOP CONTROL, THE CROSS SLOPE SHALL BE PERMITTED TO MATCH THE STREET GRADE. PEDESTRIAN STREET CROSSINGS WITHOUT YEILD OR STOP CONTROL ARE CROSSINGS WHERE THERE IS NO YEILD OR STOP SIGN, OR WHERE THERE IS A TRAFFIC SIGNAL THAT IS DESIGNED FOR THE GREEN PHASE.

HANDICAPPED SIGN DETAIL

R1-1 30"x 30"

STOP SIGN DETAIL N.T.S.

ELEVATION

DETECTABLE WARNING SURFACE TRUNCATED DOME DETAILS

R6-1 36"x 12"

TYPICAL TRAFFIC SIGN FOOTING DETAIL N.T.S.

SPEED LIMIT 25 SIGN

ONE WAY SIGN N.T.S.

HANDICAP SIGN MOUNTING DETAIL

OVERFLOW GRATE—

ELEV. 117.20

NOTES:

MANHOLE COVER AND FRAME TO BE CAMPBELL No. 1203 OR APPROVED EQUAL, SET IN A FULL BED OF MORTAR TO CONFORM TO THE GRADE AND CROWN OF THE ROAD. 2 IF WALL CONSTRUCTION IS OTHER THAN CONCRETE THE WALLS SHALL BE PLASTERED, BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 3 FOOTING TO BE N.J.D.O.T. CLASS "C" CONCRETE. 4 INVERT TO BE N.J.D.O.T. CLASS "C" CONCRETE. 5 FRAME AND GRATE TO BE TYPE NO. 1202 AS MANUFACTURED BY CAMPBELL FOUNDRY CO., OR EQUAL. 6 PROVIDE 3/4" DIA. ALUMINUM LADDER, RUNGS 18" ON CENTER. 7 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 DIMENSION SHALL INCREASED TO 12" IN WIDTH AND TO 12" IN DEPTH.

PLAN

END VIEW OF INLET END ONLY

OUTLET STRUCTURE N.T.S.

DS-231 2 ft. Cast Iron Trench Drain Grate Black 1 15.00 22.6 2 ft. heavy duty cast iron trench drain grate. ADA compliant Open surface area 15.27 square inches per foot. H-20 Load Rating.

DS-232 2 ft. Ductile Iron Trench Drain Grate Black 1 16.00 22.6 2 ft. heavy duty ductile iron trench drain grate. ADA compliant Open surface area 15.27 square inches per foot. H-20 Load Rating.

"O" RING FLEXIBLE WATERTIGHT RUBBER GASKET JOINT AS PER ASTM C443

STORM DRAINAGE MANHOLE

GENERAL NOTES: 1. ALL EDGES TO BE CHAMFERED 1" 2. CONCRETE TO BE N.J.D.O.T. CLASS "C" 3. APRONS TO BE 6" THK. CONC., FLAT AT OUTLET END, DISHED AT INLET END

B

4. EXPOSED PORTIONS OF WALL TO BE RUBBED AND FLOATED. 5. FOR ARCH PIPE, THE SPAN SHALL BE SUBSTITUTED FOR D.

GENERAL NOTES 1. FOOTER AND INVERT TO BE NJDOT CLASS "B" CONCRETE.

HALF SECTION | HALF SECTION SHAPED BEDDING GRANULAR BEDDING

A

B 4

CASTING TO BE CAMPBELL FOUNDRY NO. 26 OR EQUIVALENT

GENERAL NOTES

. PROVIDE ALUMINUM LADDER RUNGS 18" O.C

1. FOOTER AND INVERT TO BE NJDOT CLASS "B" CONCRETE. 2. IF WALL CONSTRUCTION OTHER THAN CONCRETE THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 3. CASTING TO BE CAMPBELL FOUNDRY NO. 3425 OR EQUIVALENT 4. PROVIDE ALUMINUM LADDER RUNGS 18" O.C. 5. WHEN ADDITIONAL DEPTH IS SCHEDULED WALLS BELOW THE DEPTH OF 8'-0" MEASURED FROM THE INLET GUTTER TO INVERT, SHALL BE 12" THICK IF CONCRETE OR DOUBLE BLOCK IF BLOCK. THE FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN DEPTH. 6. SLAB TO BE NJDOT CLASS "B" CONCRETE.

. WHEN ADDITIONAL DEPTH IS SCHEDULED WALLS BELOW THE DEPTH OF 8'-0" MEASURED FROM THE INLET GUTTER TO INVERT, SHALL BE 12" THICK IF CONCRETE OR DOUBLE BLOCK IF BLOCK. THE FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN DEPTH.

A

A 4

STORM SEWER PIPE BEDDING

N.T.S.

6" IF CONCRETE OR CONCRETE BLOCK 8" IF CONCRETE BRICK

12" Thick Stone Footing

SECTION A-A THROUGH INVERT DETAIL

SECTION B-B TERMINAL INVERT DETAIL

ELEVATION

N.T.S.

TYPE B INLET

6 YARD TRASH BIN

TYPE "E" INLET

USE ONLY DS-231 CAST IRON OR DS-232 DUCTILE IRON GRATES WITH DUCTILE IRON FRAME

WEIGHT OF PLATE = 300 LBS

PLAN VIEW

DUMPSTER ENCLOSURE

FRONT ELEVATION

SECTION B-B

N.T.S.

SECTION A-A

1. USE DRIVEWAY ACCESS PLATE ON TYPE B, B1, B2, OR C INLET WHERE CURB PIECE HEIGHT OF 2 INCHES IS REQUIRED AT DRIVEWAYS OR AT GUIDE RAIL TERMINALS. 2. THE NEW INLET TYPE B OR TYPE C CASTING WILL BE FITTED WITH DRIVEWAY ACCESS PLATE IN LIEU OF CURB PIECE. PAYMENT WILL BE MADE UNDER EITHER "SET INLET TYPE B, CASTING" OR "RECONSTRUCTED INLET, TYPE _ , USING NEW CASTING."

Set trench drain in channel surrounded by 8" of concrete with a minimum of 3,500 psi. Install #4 re-bar to stabilize drain while concrete is being poured. Make sure re-bar is 1" below finished surface.

Set trench drain in channel surrounded by 8" of concrete with a minimum of 3,500 psi. Install #4 re-bar to stabilize drain while concrete is being poured. Make sure re-bar is 1" below finished surface.

FRONT ELEVATION

3. SEE INLET TYPE B AND TYPE C CASTING DETAIL.

□ 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.

☐ 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 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 SMALLER THAN 1 1/2 INCHES WILL BE INSTALLED BY AUTHORITY PERSONNEL.)

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 METER. 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.

□ AFTER THE INSTALLATION:

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

N.T.S.

NOTE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & M.U.A. 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 BE CONSTRUCTED.

SEWER SERVICE LATERAL

N.T.S.

1. ALL NEWLY INSTALLED TAPPING SLEEVES & TAPPING VALVES SHALL BE PNEUMATICALLY TESTED AT A TEST PRESSURE OF 150PSI FOR A PERIOD OF THIRTY MINUTES. AT THE END OF THE TEST PERIOD, IF THE TEST PRESSURE HAS REMAINED CONSTANT, THE TAPPING SLEEVE & VALVE SHALL HAVE PASSED THE TEST.
2. 2. ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6" CONCRETE COLLAR AROUND IT.

WET TAP CONNECTION

N.T

DETAIL A

STANDARD MANHOLE

N.T.S.

EV200 Series

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ITEM DESCRIPTION CATALOG NUMBERS AND SIZES

FOR 5/8" METER FOR 1" METER

A COIL PITSETTER METER PIT PFCBHH-188-18-60-FP-NL PFCBHHCR-488-18-60-FP-NL

B MIP INLET AND OUTLET 3/4" 1"

C COIL TUBING 3/4" 1"

D LOWER MOUNTING BRACKET (INCLUDED IN ITEM "A")

E MOUNTING PLATE (INCLUDED IN ITEM "A")

F ANGLE DUAL CHECK VALVE (INCLUDED IN ITEM "A")

G ANGLE BALL VALVE (INCLUDED IN ITEM "A")

H INSULATING DISK (4" THICK) CCID-18-4

J PIT COVER W/ERT BRACKET PPSC-18-L-P-BR

NOTES:

1. METER PIT AND YOKE NEED NOT BE A PRE-ASSEMBLED UNIT AS DEPICTED. THE ABOVE ITEMS SHALL BE AS MANUFACTURED BY THE FORD METER BOX COMPANY. FITTINGS OF EQUAL QUALITY WILL BE ACCEPTED BY THE JACKSON TOWNSHIP MUNICIPAL UTILITIES AUTHORITY (JTMUA) AS DETERMINED BY THE JTMUA ENGINEER.
2. OWNER IS RESPONSIBLE TO VERIFY COMPATIBILITY AND ALL CATALOG NUMBERS PRIOR TO ORDERING MATERIAL.

3. OWNER IS RESPONSIBLE FOR ALL FITTINGS REQUIRED TO CONNECT SERVICE LINES TO LOWER FITTINGS.

METER BOX

N.T.S

. 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

N.T.S.

ELECTRIC CAR CHARGER STATON DETAIL N.T.S.

EV 200 MOUNTING POST

N.T.S.

MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)

NOTES:

1. 1. ALL FITTINGS SHALL BE MECHANICAL JOINT TYPE AND SHALL BE INSTALLED WITH MEG-A-LUGS (OR EQUAL).

MEG-A-LUGS (OR EQUAL).

2. RESTRAIN ALL PIPE WITHIN THE LENGTH SHOWN ON THE TABLE MEASURED FROM THE POINT OF CONNECTION.
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTINGS WHICH YIELD THE GREATEST LENGTH OF RESTRAINED PIPE.
4. FOR PIPE ENCASED IN POLYETHELENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5.
5. USE TWO 45 DEGREE BENDS FOR A 90 DEGREE BEND WHERE POSSIBLE. INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5.
6. ISOLATION VALVES SHALL BE TREATED AS DEAD ENDS WITH RESTRAINT ON BOTH SIDES OF THE VALVE.
7. IF LARGER PIPES ARE PROPOSED, THEN DESIGN ENGINEER SHALL PROVIDE CALCULATIONS FOR PROPER RESTRAINT LENGTH.

JOINT RESTRAINT SCHEDULE

N.T

4' x 3/8" FIBERGLASS MARKER WITH RED AND WHITE REFLECTIVE BANDING & STAINLESS STEEL SPRING HY-VIZ INC. OR EQUAL HARRINGTON INTEGRAL HYDRANT STORZ (HIHS) OR EQUAL

FIRE HYDRANT DETAIL

N.T.S.

TYPICAL SECTION

NOTES: 1. PENETRATION OF EXISTING MANHOLE SHALL BE ACCOMPLISHED USING A CORE DRILLING.

SEWER CONNECTION TO EXISTING MANHOLE DETAIL

N.T

OBSTRUCTION

COUNTY ROAD TRENCH RESTORATION

6" HOT MIX ASPHALT 19M64 BASE COURSE

1. WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED
2. WATER MAIN SHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINTS SHALL BE MECHANICAL
3. OFFSETS MAY BE SUBSTITUTED FOR A "T" OF UP TO 24' IF APPROVED BY THE ENGINEER.
4. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE
5. MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6". TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY
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.

TOWNSHIP ROAD TRENCH RESTORATION

NOTES:

1. 4" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.
2. AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 1.5" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINOUS CONCRETE SURFACE COURSE MIX I-5.

MECHANICAL JOINTS

ANGLE D = R = L = 45* T x 1.414 T x 1.000 22.5* T x 2.613 T x 2.414 11.25* T x 5.126 T x 5.027

3. 3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT IF REQUIRED.

D-2A D-2A D-2A

WATER MAIN

1" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP

• 4. ALL TRENCHES TO BE SAW CUT.

UTILITY CROSSING DETAIL

WATER SERVICE CONNECTION

GENERAL NOTES:

N.T.S.

N.T.

1. 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 BACKFILL TO BE THOROUGHLY COMPACTED IN 6" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED).
3. AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES.
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.

TRENCH RESTORATION

N.T

JTMUA TO BE 1 1/2"

PLAN VIEW 27 3/4"

ALL MANHOLE FRAMES TO BE CAMPBELL FOUNDRY NO. 1202 B OR APPROVED EQUAL UNLESS SPECIFICALLY NOTED OTHERWISE

NOTES: 1. 6" THICK BOTTOM SAND LAYER SHALL CONSIST OF K5 SAND WITH NO MORE THAN 15% FINES AND SHALL HAVE A MINIMUM INFILTRATION RATE OF 20 INCHES PER HOUR. 2. BASIN CONSTRUCTION MUST NOT COMPACT SOILS BELOW BASIN BOTTOM. 3. THE BASIN BOTTOM IS NOT TO BE FULLY EXCAVATED TO ACCOMMODATE THE USE OF THE K-5 SAND UNTIL A MAJORITY OF THE CONTRIBUTING AREA IS PERMANENTLY STABILIZED. INFILTRATION BASIN

BASIN CROSS SECTION

N.T.S.

BUILDING FOUNDATION

SECTION VIEW

ROOF LEADER DETAIL N.T.S.

N.T.S.

MANHOLE FRAME AND LID

N.T.S.

1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF 4000 PSI @ 28 DAYS 2. REINFORCING STEEL SHALL BE GRADE 60 3. LID SHALL BE FORD RM STYLE

FOR 1 ½" METERS OR LARGER

SECTION A-A

NOTE:

STONES FOR RIP RAP SHALL BE COMPOSED OF A WELL GRADED MIXTURE OF DURABLE ROCK SUCH THAT 50% OF THE MIXTURE BY WEIGHT SHALL BE LARGER THAN A d50 STONE DIAMETER THE MIXTURE SHALL CONTAIN A SUFFICIENT MIXTURE OF OTHER STONES TO FILL VOIDS. THE DIAMETER OF THE LARGEST STONE SIZE SHALL BE 1.5 d50.

SCOUR HOLE OUTLET PROTECTION

N.T.S

METER PIT DETAIL

N.T.S.

EMERGENCY SPILLWAY DETAIL

N.T.S.

BASIN ACCESS DRIVE

N.T.S.

Permanent Vegetative Cover for Soil Stabilization

1. SITE PREPARATION

• A.Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standard for Land Grading.
• B.Immediately prior to seeding and topsoil application, the subsoil shall be evaluated for compaction in accordance with the Standard for Land Grading.
• C.Topsoil should be handled only when it is dry enough to work without damaging the soil structure. A uniform application to a depth of 5 inches (unsettled) is required on all sites. Topsoil shall be amended with organic matter, as needed, in accordance with the Standard for Topsoiling.
• D.Install needed erosion control practices or facilities such as diversions, grade-stabilization structures, channel stabilization measures, sediment basins, and waterways.
• firmed,according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample mailers are available from the local Rutgers Co-operative Extension offices (http://njaes.rutgers.edu/county/Fertilizer, shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet of 10–10–10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise and incorporated into the surface 4 inches. If fertilizer is not incorporated, apply one-half the rate described above during seedbed preparation and repeat another one-half rate application of the same fertilizer within 3 to 5 weeks after seeding.
• B.Work lime and fertilizer into the soil as nearly as practical to a depth of 4 inches with a disc, springtooth harrow, or other suitable equipment. The final harrowing or discing operation should be on the general contour. Continue tilage until a reasonable uniform seedbed is prepared.
• C.High Acid Producting Soil. Soils having a pH of 4 or less or containing iron sulfide shall be covered with a minimum of 12 inches of soil having a pH of 5 or more before initiating seedbed preparation. See Standard for Management of High Acid Producting Soils for specific requirements.
• A.Select a mixture from Table 4-2 or use mixture recommended by Rutgers Cooperative Extension or Natural Resources Conservation Service which is approved by the Soil Conservation District. Seed germination shall have been tested within 12 months of the planting date. No seed shall be accepted with a germination test date more than 12 months old unless retested.

1. Seeding rates specified are required when a report of compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction in rates may be used when permanent vegetation is established prior to a report of compliance inspection. These rates apply to all methods of seeding. Establishing permanent vegetation means 80% vegetative coverage with the specified seed mixture for the seeded area and mowed once.

2. Warm season mixture are grasses and legumes which maximize growth at high temperatures, generally 85\176 F and above. See Table 4-3 (pg. 4-7), mixtures 1 to 5. Planting rates for warm season grasses shall be the amount of Pure Live Seed (PLS) as determined by germination testing results.

3. Cool Season Mixtures are grasses and legumes which maximize growth at temperatures below 85\176 F. Many grasses become active at 65\176 F. See Table 4-3, mixtures 6-21. Adjustment of planting rates to compensate for the amount of Pure Live Seed is not required for cool season grasses.

• B.Conventional Seeding is performed by applying seed uniformly by hand, cyclone (centrifugal) seeder, drop seeder, drill or cultipacker seeder. Except for drilled hydroseeded or cultipacked seedings, seed shall be incorporated into the soil within 24 hours of seedbed preparation to a depth of $ 1/4 $ to $ 1/2 $ inch, by raking or dragging. Depth of seed placement may be $ 1/4 $ inch deeper on coarse textured soil.
• C.After seeding, firming the soil with a corrugated roller will assure good seed-to-soil contact, restore capillarity, and improve seeding emergence. This is the preferred method. When performed on the contour, sheet erosion will be minimized and water conservation on site will be maximized.
• D.Hydroseeding is a broadcast seeding method usually involving a truck or trailer mounted tank, with an agitation system and hydraulic pump for mixing seed, water and fertilizer and spraying the mix onto the prepared seedbed. Mulch shall not be included in the tank with seed. Short fibered mulch may be applied with a hydroseeder following seeding. (also see Section IV Mulching below) Hydroseeding is not a preferred seeding method because see and fertilizer are applied to the surface and not incorporated into the soil. Poor seed to soil contact occurs reducing seed germination and growth. Hydroseeding may be used for areas too steep for conventional equipment to traverse or too obstructed with rocks, stumps, etc.

4. MULCHING

• Mulching is required on all seeding. Mulch will insure against erosion before grass is established and will promote faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement.
• A.Straw or Hay. Unrotted small grain straw, hay fee of seeds, or salt hay to be applied at the rate. of 1 - 1/2 to 2 tons per acre (70 - 90 pounds per 1,000 square feet), except that where a crimper is used instead of a liquid mulch-binder (tackifying or adhesive agent), the rate of application is 3 tons per acre. Mulch chopper blowers must not grind the mulch. Hay mulch is not recommended for establishing fine turf or lawns due to the presence of weed seed.
• Application. Spread mulch uniformly by hand or mechanically so that approximately 85% of the soil surface will be covered. For uniform distribution of hand-spread mulch, divide area into approximately 1,000 square feet sections and distribute 70 to 90 pounds within each section.
• Anchoring shall be accomplished immediately after placement to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of the area, steepness of slopes, and cost
• Peg and Twine. Drive 8 to 10 inch wooded pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a cris-cross and a square pattern. Secure twine around each peg with two or more round turns.
• Mulch Nettings – Staple paper, jute, cotton, or plastic nettings to the soil surface. Use a degradable netting in areas to be mowed.
• Crimper (mulch anchoring coutler tool) - A tractor-drawn implement, somewhat like a disc harrow, especially designed to push or cut stone of the broadcast long fiber mulch 3 to 4 inches into the soil so as to anchor it and leave part standing upright. This technique is limited to areas traversable by a tractor, which must operate on the contour of slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required.
• Liquid Mulch Binders - May be used to anchore salt hay, hay or straw mulch.
• a.Application should be heavier at edges where wind may catch the mulch, in valleys, and at crests of banks. The remainder of the area should be uniform in appearance.

b. Use one of the following:

1. Organic and Vegetable Based Binders – Naturally occurring, powder based, hydrophilic materials when mixed with water formulates a gel and when applied to mulch under satisfactory curing conditions will form membrane networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phytotoxic effect or impede growth of turfgrass. Use at rates and wether conditions as recommended by the manufacturer to anchor mulch material. Many new products are available, some of which may need further evaluation for use in this state.
2. Synthetic Binders – High polymer synthetic emulsion, miscible with water when diluted and following application to mulch, drying and curing shall no longer be soluble or dispersible in water. It shall be applied at rates recommended by the manufacturer and remain tacky until germination of
3. Note – All names given above are registered trade names. This does not constitute a recommendation of these products to the exclusion of other products.
4. B.Wood-fiber or paper mulch - shall be wood, plant fibers or paper containing no growth or germination inhibiting materials, used at the rate of 1,500 pounds per acre (or as recommended by the product manufacturer) and may be applied by a hydroseeder. This mulch shall not be mixed in the tank with seed. Use is limited to flatter slopes and duration optimum seeding periods in spring and fall.
5. C.Pelletized Mulch – Compressed and extruded paper and / or wood fiber product, which many contain co-plymers, tackifiers, fertilizers and coloring agents. The dry pellets, when applied to a seeded area and watered, form mulch mat. Pelletized mulch shall be applied in accordance with the manufacturers' recommendations. Mulch may be applied by hand or mechanical spreader at the rate of 60–70 lbs / 1,000 square feet and activated with 0.2 to 0.4 inches of water. This material has been found to be beneficial for use on small lawn or renovation areas, seeded areas when weed-seed free mulch is desired or on sites where straw mulch and tackifier agent are not practical or desired. Applying the full 0.2 to 0.4 inches of water after spreading pelletized mulch on the seed bed is extremely important for sufficient activation and expansion of the mulch to provide soil coverage.

5. IRRIGATION (where feasible)

If soil moisture is deficient, and mulch is not used, supply new seedings with adequate water (a minimum of 1/4 inch twice a day until vegetation is well established). This is especially true when seedings are made in abnormally dry or hot weather or on droughty sites.

6. TOPDRESSING

Since soil organic matter content and slow release nitrogen fertilizer (water insoluble) are prescribed in Section 2A – Seedbed Preparation in this Standard, no follow-up of topdressing is mandatory. An exception may be made where gross nitrogen deficiency exists in the soil to the extent that turf failure may develop. In that instance, topdress with 10–10–10 or equivalent at 300 pounds per acre or 7 pounds per 1,000 square feet every 3 to 5 weeks until the gross nitrogen deficiency in the turf is ameliorated.

7. ESTABLISHING PERMANENT VEGETATIVE STABILIZATION

The quality of permanent vegetation restw with the contractor. The timing of seeding, preparing the seedbed, applying nutrients, mulch and other management are essential. The seed application rates in Talbe 4-2 are required when a Report of Compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction in application rates may be used when permanent vegetation is established prior to requesting a Report of Compliance from the district. These rates apply to all methods of seeding. Establishing permanent vegetation means 80% vegetative cover (of the seeded species) and mowed once.

Land Grading

Erosion control measures shall be designed and installed in accordance with the applicable standard contained herein.

The development and establishment of the plan shall include the following:

1. The cut face of earth excavations and fills shall be no steeper than the safe angle of repose for the materials encountered and flat enough for proper maintenance.
2. The permanently exposed faces of earth cuts and fills shall be vegetated or otherwise protected from erosion.
3. Provisions shall be made to safely conduct surface water to storm drains or suitable water courses and to prevent surface runoff from damaging cut faces and fill slopes
4. Subsurface drainage is to be provided in areas having a high-water table, to intercept seepage that would adversely affect slope stability, building foundations or create undesirable wetness. See Standard for Subsurface Drainage, pg. 32-1
5. Adjoining property shall be protected from excavation and filling operations.
6. Fill shall not be placed adjacent to the bank of a stream or channel, unless provisions are made to protect the hydraulic, biological, aesthetic and other environmental functions of the stream.

TABLE 4-3

SOIL EROSION AND SEDIMENT CONTROL NOTES REV: FEBRUARY 19, 2019

10. Tall fescue (turf-type) Perennial ryegrass or White clover (see note at right) 265 20 40 5 6 5 25 .10 O A5 A5 O A5 A5 O A5 A5 C-D white clover can be excluded on lawn sites
11. 11 Kentucky Bluegrass Turf-type Tall fescue 45 45 22 0.33 1 5 A A5 O A A5 O A A5 O C-D Filter strip use for nutrient uptake.
12. Turf-type Tall fescue (Blend of 3 cultivars) 350 8 A A5 O A A5 O A A5 O C-D Use in a managed filter strip for nutrient uptake.
13. Hard Fescue and/or Chewing fescue and/or Strong creeping red fescue Perennial ryegrass Ky. bluegrass (blend) 175 45 45 4 1 1 A A5 O A A5 O A A5 O A-C General lawn/recreation.
14. Tall fescue Ky. bluegrass (blend) Perennial ryegrass (blend) 265 20 20 6 0.50 0.50 A A5 O A A5 O A A5 O A-B Athletic field/ 3 cultivar mix of Kentucky Bluegrass.
15. Hard fescue Chewings fescue Strong Creeping red fescue Perennial ryegrass 130 45 45 10 3 1 1 .25 A A5 O A A5 O A A5 O C-D Low-maintenance fine fescue lawn mix.
16. Rough bluegrass Strong Creeping red fescue 90 130 2.0 3 A A5 O A A5 O A A5 O C-D Moist shade.
17. Creeping bentgrass Creeping red fescue Alkali saltgrass 45 45 45 1 1 1 A A5 O A A5 O A A5 O B-D Use bentgrass under wetter conditions. Saltgrass will only persistent under saline conditions.
18. Hard or Sheeps fescue N. E. wildflower mixture 25 12 0.60 0.35 O A O O A O O A O C-D Regional Wildflower mix Hydroseeding not recommended.
19. a. Smooth cordgrass b. Saltmeadow cordgrass veg veg O Before July 1 O Before July 1 D Planted in the intertidal zone. Planted above mean high tide.
20. American Beachgrass Coastal Panicgrass Veg 20 .45 Before April 1 O D Coastal Panicgrass may be interseeded between rows of beachgrass
21. a. Purpleosier willow b. Dwarf willow c. Redosier dogwood d. Silky dogwood veg veg. veg. Before May 10 Before May 10 Before May 1 D Also refer to Chapters 16 and 18 of USDA NRCS Engineering Field Handbook
22. PERMANENT VEGETATIVE MIXTURES, PLANTING RATES AND PLANTING DATES1
23. SEED MIXTURE2 PLANTING RATE/ β PLANTING DATES. REMARKS P
24. O = Optimal Planting period A = Acceptable Planting period
25. PLANT HARDINESS ZONES (see Figure 4-1)
26. Zone Sh, 6a Zone 6b Zone 7a, 7b
27. Bleings Bov/1000 m2/L 3/15-5/31 6/1-7/31 8/1-10/1 3/1-4/30 5/1-8/14 8/15-10/15 2/1-4/30 5/1-8/14 8/15-10/30
28. WARM SEASON
29. SEED MIXTURES
30. 1A. For Pinelands National Reserve Seed mixtures see Table 4-4 page 4-17 O O O
1. Switchgrass and/or Coastal panicgrass plus or Flatpea 15 .35 O O C-D
2. 15 .35
3. 20 .45
2. Deertongue or Switchgrass Redtop 15 .35 O O O C-D Use Deertongue if pH < 4.0. Switchgrass is superior to wildlife plant. Use for waterways. Redtop provides quick cover.
3. 20 .45
4. 10 .25
5. 10 .25
3. Switchgrass Deertongue Little Bluestem Sheep fescue plus Partridge pea 15 .35 O O O C-D Pinelands mixture.
4. 10 .25
5. 20 .45
6. 20 .45
7. 10 .25
4. Switchgrass Big Bluestem Little Bluestem Sand lovegrass Coastal panicgrass 10 .25 O O O C-D Native warm-season mixture.
5. 5 .10
6. 5 .10
7. 4 .10
5. Bermudagrass Zoysiagrass (seed) Zoysiagrass (sprigs) 15 0.35 O O O A-D Bermudagrass has superior salt tolerance. Zoysia has greater wear tolerance
6. 30 0.70
7. COOL SEASON General low-maintenance mixture.
8. SEED MIXTURES
6. Fine Fescue (Blend) Hard Fescue Chewings fescue Strong Creeping Red Fescue Kentucky bluegrass Perennial ryegrass plus White clover (see note at right) 130 3 A A5 O A A5 O A A5 O B-D
7. Strong Creeping red fescue Kentucky bluegrass Perennial ryegrass or Redtop plus White clover 130 3 A A5 O A A5 O A A5 O B-D Suitable waterway mix. Canada bluegrass more drought tolerant. Use Redtop for increased drought-tolerance.
8. 50 1
9. 20 .5
10. 10 .25
11. 5 .10
8. Tall fescue (turf-type) or Strong Creeping red fescue or Perennial ryegrass Flatpea 30 .7 B-D Tall fescue best selected for droughty conditions. Use Creeping red fescue in heavy shade. Use Flatpea to suppress woody vegetation.
9. 30 .7
10. 25 .60
9. Deertongue Redtop Wild rye (Elymus) 20 .45 C-D Native wet mix.
10. 2 .05
11. 15 .35
1. The Ocean County Soil Conservation District shall be notified forty-eight (48) hours in advance of any land disturbance.
2. All work is to be done in accordance with the State Standards for Soil Erosion and Sediment Control in New Jersey.
3. All Soil Erosion and Sediment Control practices are to be installed prior to any major soil disturbance or in their proper sequence and maintained until permanent protection is established.

Methods and Materials

Any changes to the Certified Soil Erosion and Sediment Control Plans will require the submission of revised Soil Erosion and Sediment Control Plans to the District. The revised plans must meet all current "The Standards for Soil Erosion and Sediment Control and Sediment Control in New Jersey, 7th Edition, January 2014, Revised July 2017." Link to 2014 Standards: http://www.state.nj.us/agriculture/divisions/anr/nrc/njerosion.html

1. High quality cultivated sod is preferred over native or pasture sod.
2. Sod should be free of broadleaf weeds and undesirable coarse and fine weed grasses.
3. N.J.S.A 4:24-39 et seq. requires that no Certificates of Occupancy be issued before there has been compliance with provisions of a certified plan for permanent measures. All site work, and all work around individual lots in subdivisions, must be completed prior to the District issuing a Report of Compliance for the issuance of a Certificate of Occupancy by the Municipality.
3. Sod should be of uniform thickness, typically 5/8 inch, plus or minus 1/4 inch, at time of cutting (excludes top growth.).
4. Any disturbed areas that will be left exposed more than sixty (60) days, and not subject to construction traffic, will immediately receive a temporary seeding. If the season prevents the establishment of temporary cover, the disturbed areas will be mulched with straw, or equivalent material within 14 days, at a rate of 2 to 2½ tons per acre, according to State Standard for Stabilization with Mulch Only.
4. Sod should be vigorous and dense and be able to retain its own shape and weight when suspended vertically with a firm grasp from the upper 10 percent of the strip. Broken pads and rolls or torn and uneven ends will not be acceptable.
7. Immediately following initial disturbance or rough grading, all critical areas subject to erosion (i.e. steep slopes and roadway embankments) will receive temporary seeding in combination with straw mulch or a suitable equivalent, at a rate of 1½ to 2 tons per acre. according to State Standards.
5. For droughty sites, a sod of turf-type tall fescue or turf-type tall fescue mixed with Kentucky bluegrass is preferred over a 100% Kentucky bluegrass sod. Although not widely available, a sod of fine fescue is also acceptable for droughty sites.
8. A sub-base course will be applied immediately following rough grading and installation of improvements to stabilize streets, roads, driveways, and parking areas. In areas where no utilities are present, the sub-base shall be installed within fifteen (15) days of the preliminary grading.
9. Any steep slopes (3:1 or greater) or any existing roadways receiving pipeline installation will be backfilled and stabilized daily, as the installation continues.
10. Only moist, fresh, unheated sod should be used. Sod should be harvested, delivered, and installed within a period of 24 hours or less during summer months.
10. The Standard for Stabilized Construction Access requires the installation of a stone pad using clean crushed angular stone (ASTM C-33, size No. 2 or 3) at all construction driveways where vehicles will access paved roadways from unpaved areas of the site.
11. areas of the site. 11. All sediment washed, dropped, spilled, or tracked onto roadways (public or private) or other impervious surfaces will be
11. All sediment washed, dropped, spilled, or tracked onto roadways (public or private) or other impervious surfaces will be removed immediately.
12. A.Grade as needed and feasible to permit the use of conventional equipment for liming, fertilizing, incorporation of organic matter, and other soil preparation procedures. All grading should be done in accordance with Standard for Land Grading.
12. Permanent vegetation is to be seeded or sodded on all exposed areas within ten (10) days after final grading. At the time of the final inspection, you are required to provide confirmation that the proper type and amount of seed, lime and fertilizer have been used for permanent stabilization work. Straw mulch is required on all seeding.
13. have been used for permanent stabilization work. Straw mulch is required on all seeding. 13. At the time that site preparation for permanent vegetative stabilization is going to be accomplished, any soil that will not
13. At the time that site preparation for permanent vegetative stabilization is going to be accomplished, any soil that will not provide a suitable environment to support adequate vegetative ground cover shall be removed or treated in such a way that it will accommodate the soil conditions and render it suitable for vegetative ground cover. If the removal of treatment
14. B.Topsoil should be handled only when it is dry enough to work without damaging the soil structure. A uniform application to a depth of 6" (unsettled) is required on all sites. See the Standard for Topsoiling for topsoil and amendment requirements.
15. provide a suitable environment to support adequate vegetative ground cover shall be removed or treated in such a way that it will permanently adjust the soil conditions and render it suitable for vegetative ground cover. If the removal or treatment of the soil will not provide suitable conditions, non-vegetative means of permanent ground stabilization will have to be employed.
14. In accordance with the Standard for Management of High Acid Producing Soils, any soil having a pH of 4 or less or containing iron sulfides shall be covered with a minimum of twelve (12) inches of soil having a pH of 5 or more prior to
15. C.Install needed erosion control practices or facilities, such as diversion ditches, grade stabilization structures, channel stabilization measures, sediment basins, and waterways.

containing iron sulfides shall be covered with a minimum of twelve (12) inches of soil having a pH of 5 or more prior to seedbed preparation. Areas where trees or shrubs are to be planted shall be covered with a minimum of twenty-four (24) inches of soil having a pH of 5 or more.

2. Soil Preparation

15. Conduit Outlet Protection must be installed at all required outfalls prior to the drainage system becoming operational. Conduit outlet protection is not required in basins acting as sediment basins during construction.
6. Untiltered dewatering is not permitted. Necessary precautions must be taken during all dewatering operations to minimize sediment transfer. Any dewatering methods used must be in accordance with the Standard for Dewatering.
7. A.Uniformly apply ground limestone and fertilizer according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample mailers are available from the local Rutgers Cooperative Extension offices. Soil sample mailers are available from the local Rutgers Cooperative Extension offices (http://njaes.rutgers.edu/county/). Fertilizer shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet using 10–10–10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise and incorporated into the surface 4 inches. If fertilizer is not incorporated, apply 1/2" the rate described above during seedbed preparation and repeat another 1/2" rate application of the same fertilizer within 3 to 5 weeks after seeding. Calcium carbonate is the equivalent and standard or measuring the ability of limiting materials to neutralize soil acidity and supply calcium and magnesium to grasses and legumes.
8. cover shall be established or mulch shall be applied as required by the Standard for Dust Control. 8. Stockpile and staging locations established in the field shall be placed within the limit of disturbance according to the
9. Erosion and Sediment Control Plan. The District reserves the right to determine when certification of a new and separate Soil Erosion and Sediment Control Plan will be required for these activities.
19. All soil stockpiles are to be temporarily stabilized in accordance with Soil Erosion and Sediment Control note #6. Stockpiles should be situated so as to not obstruct natural drainage or cause off-site environmental damage.
20. The property owner shall be responsible for any erosion or sedimentation that may occur below stormwater outfalls or offsite as a result of construction of the project.
20. The property owner shall be responsible for any erosion or sedimentation that may occur below stormwater outfalls or offsite as a result of construction of the project.
21. B.Work lime and fertilizer into the topsoil as nearly as practical to a depth of 4 inches with a disc, springtooth harrow, or other suitable equipment. The final harrowing or discing operation should be on the general contour. Continue tillage until a reasonably uniform, fine seedbed is prepared.

TEMPORARY VEGETATIVE MATERIALS COVER FOR SOIL STABILIZATION

Site Preparation

• C.Remove from the surface all objects that would prevent good sod to topsoil contact and remove all other debris, such as wire, cable, tree roots, pieces of concrete, clods, lumps, or other unsuitable material.
• A.Grade as needed and feasible to permit the use of conventional equipment for seedbed preprocessing, seeding, must-application and must-anchoring. All grading should be done in accordance with Standards for Land Grading, pg. 19-1. (SEE MULCHING NOTES UNDER PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION FOR MULCHING AND MULCH ANCHORING REQUIREMENTS VEGETATIVE COVER FOR SOIL STABILIZATION FOR MULCHING AND MULCH ANCHORING REQUIREMENTS)
• B.Install needed erosion control practices or facilities such as diversions, grade stabilization
• preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standards for Land Grading, pg. 19-1. (SEE MULCHING NOTES UNDER PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION FOR MULCHING AND MULCH ANCHORING REQUIREMENTS)
• D.Inspect site just before seeding. If traffic has left the soil compacted, the area must be retilled and firmed in accordance with the above.

VEGETATIVE COVER FOR SOIL STABILIZATION FOR MULCHING AND MULCH ANCHORING REQUIREMENTS) B. Install needed erosion control practices or facilities such as diversions, grade stabilization structures, channel stabilization measures, sediment basins, and waterways. See Standards 11

structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42.

3. Sod Placement

Table 4-3 Footnotes:

• C.Immediately prior to seeding, the surface should be scarified 6" to 12" where there has been soil compaction. This practice is permissible only where there is no danger to underground utilities (cables, irrigation systems, etc.).
• A.Sod strips should be laid on the contour, never up and down the slope, starting at the bottom of the slope and working up. On steep slopes, the use of ladders will facilitate the work and prevent damage to the sod. During periods of high temperature, lightly irrigate the soil immediately prior to laying the sod.

See Appendix B for descriptions of turf grass mixtures and cultivars. The actual amount of warm-season grass mixture used in Table 3 (seed mix 1-7) shall be adjusted to reflect the amount of PLS as determined by germination testing results. No adjustment is required for cool-season grasses (seed mixtures 8-20).

2. Seedbed Preparation

• B.Place sod strips with snug, even joints that are staggered. Open spaces invite erosion.
• Seeding mixtures and/or rates not listed above may be used if recommended by the local Soil Conservation District, Natural Resources Conservation Service; recommendations of Rutgers Cooperative Extension may be used if approved by the Soil Conservation District. Legumes (white clover, flatpea, lespedeza) should be mixed with proper innoculant prior to planting.
• A.Apply ground limestone and fertilizer according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample mailers are available from the local Rutgers Cooperative Extension offices. Fertilizer shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet of 10-20-10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise.
• C.Roll or tamp sod immediately following placement to insure solid contact of root mat and soil surface. Do not overlap sod. All joints should be butted tightly in order to prevent voids which would cause drying of the roots.
• D.On slopes greater than 3 to 1, secure sod to surface soil with wood pegs, wire staples biodegradable plastic spikes, or split shingles (8 to 10 inches long by 3/4 inch wide).
• Calcium carbonate is the equivalent and standard for measuring the ability of limiting materials to neutralize soil acidity and supply calcium and magnesium to grasses and legumes.
• Seeding rates specified are required when a report of compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction in rates may be used when permanent vegetation is established prior to a report of compliance inspection. These rates apply to all methods of seeding. Establishing permanent vegetation means 80% vegetative coverage of the seeded area and mowed once. Grass seed mixture checked by the State Seed Analyst, New Jersey Department of Agriculture, Trenton, New Jersey, will assure the purchaser that the mixture obtained is the mixture ordered, pursuant to the N.J. State Seed Law, N.J.S.A. 4:8-17.13 et seq.
• B.Work lime and fertilizer into the soil as nearly as practical to a depth of 4 inches with a disc,

E. Surface water cannot always be diverted from flowing over the face of the slope, but a capping

springtooth harrow, or other suitable equipment. The final harrowing or disking operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared.

strip of heavy jute or plastic netting, properly secured, along the crown of the slope and edges will provide extra protection against lifting and undercutting of sod. The same technique can be used to anchor sod in water-carrying channels and other dritical areas. Wire staples must be used to anchor netting channel work.

• C.Inspect seedbed just before seeding. If traffic has left the soil compacted, the area must be retilled in accordance with the above.
• F.Immediately following installation, sod should be watered until moisture penetrates the soil layer beneath sod to a depth of 1 inch. Maintain optimum moisture for at least two weeks.
• = optimal planting period A = acceptable planting period
• D.Soils high in sulfides or having a pH of 4 or less refer to Standard for Management of High Acid Producing Soils, pg. 1-1.

4. Maintenance Level:

4. Topdressing – Since soil organic matter and slow release nitrogen fertilizer (water insoluble) are prescribed in Sections 1 and 2 in this Standard, a follow-up to topdressing is not mandatory, except where gross nitrogen deficiency exists in the soil to the extent that turf failure may develop, topdressing shall then be applied. Topdress with 10–0–10 or equivalent at 400 pounds per acre or 7 pounds per 1,000 square feet every 3 to 5 weeks until the gross nitrogen deficiency in the turf is ameliorated.

A: Intensive mowing, (2-4 days), fertilization, lime, pest control and irrigation (Examples – high-maintenance lawns, commercial and recreation areas, public facilities).

A. Select seed from recommendations in Table 7-2.

B: Frequent mowing, (4-7 days), occasional fertilization, lime and weed control (Examples - home lawns, commercial sites, school sites).

ABLE 7-2

Topsolling

EMPORARY VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, DATES AND DEPTH.

Methods and Materials

C: Periodic mowing (7-14 days), occasional fertilization and lime (Examples - home lawns, parks).

SEED SELECTIONS SEEDING RATE $ 1 $ (pounds) OPTIMUM SEEDING DATE $ 2 $ Based on Plant Hardiness Zone $ 3 $ OPTIMUM SEED DEPTH $ 4 $ (inches)

Per Acre Per 1000 Sq. Ft. ZONE 5b, 6s ZONE 6b ZONE 7a, b

• COOL SEASON GRASSES
• Perennial ryegrass 100 1.0 3/15-6/1 8/1-9/15 3/1-5/15 8/15-10/1 2/15-5/1 8/15-10/15 0.5
• Spring oats 86 2.0 3/15-6/1 8/1-9/15 3/1-5/15 8/15-10/1 2/15-5/1 8/15-10/15 1.0
• Winter Barley 96 2.2 8/1-9/15 8/15-10/1 8/15-10/15 1.0
• Annual ryegrass 100 1.0 3/15-6/1 8/1-9/15 3/15-6/1 8/1-9/15 2/15-5/1 8/15-10/15 0.5
• Winter Cereal Rye 112 2.8 8/1-11/1 8/1-11/15 8/1-12/15 1.0
• WARM SEASON GRASSES
• Pearl millet 20 0.5 6/1-8/1 5/15-8/15 5/1-9/1 1.0
• Millet (German or Hungarian) 30 0.7 6/1-8/1 5/15-8/15 5/1-9/1 1.0

Materials

D: Infrequent or no mowing, fertilization and lime the first year of establishment (Examples - roadsides, recreation areas, public open spaces)

• A.Topsoil should be friable, loamy, free of debris, objectionable weeds and stones, and contain no toxic substance or adverse chemical or physical condition that may be harmful to plant growth. Soluble salts should not be excessive (conductivity less than 0.5 millimhos per centimeter. More than 0.5 millimhos may desiccate seedlings and adversely impact growth). Imported topsoil shall have a minimum organic matter content of 2.75 percent. Organic matter content may be raised by additives.
• Summer seedings should only be conducted when the site is irrigated. Mixes including white clover require that at least six weeks of growing season remain after seeding to ensure establishment before freezing conditions.
• B.Topsoil substitute is a soil material which may have been amended with sand, silt, clay organic matter, fertilizer or lime and has the appearance of topsoil. Topsoil substitutes may be utilized on sites with insufficient topsoil for establishing permanent vegetation. All topsoil substitute materials shall meet the requirements of topsoil noted above. Soil tests shall be performed to determine the components of sand, silt, clay organic matter, soluble slats and pH level.

STABILIZATION WITH MULCH ONLY

Site Preparation

CONSTRUCTION SEQUENCE

Table 4-2 Permanent Stabilization Mixtures for Various Uses

A. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standards for Land Grading.

2. Stripping and Stockpiling

1. CONTACT OCEAN COUNTY SOIL CONSERVATION DISTRICT A MINIMUM OF 48 HOURS PRIOR TO ANY SOIL DISTURBANCE.
2. A.Field exploration should be made to determine whether quantity and or quality of surface soil justifies stripping.

Application PLANTING MIXTURES BY SOIL DRAINAGE CLASS1 (see Table 4-3)

structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42.

INSTALL THE STABILIZED CONSTRUCTION ENTRANCE. INSTALL SILT FENCE AND TREE PROTECTION FENCE.

Protective Materials

3. INSTALL SILT FENCE AND TREE PROTECTION FENCE. CLEAR AND GBUIR ALL TREES IN THE AREA OF PROPOS
4. A.Unrotted small-grain straw, at 2.0 to 2.5 tons per acre, is spread uniformly at 90 to 115 pounds per 1,000 square feet and anchored with a mulch anchoring tool, liquid mulch binder, or netting tie down. Other suitable materials may be used if approved by the Soil Conservation District. The approved rates above have been met when the mulch covers the
5. C.Where feasible, lime may be applied before stripping at a rate determined by soil tests to bring the soil pH to approximately 6.5.
6. CLEAR AND GRUB ALL TREES IN THE AREA OF PROPOSED CONSTRUCTION. CONSTRUCT BASIN OUTFLOW PIPES AND STRUCTURES
7. CONSTRUCT BASIN OUTFLOW PIPES AND STRUCTURES.
8. STRIP TOPSOIL AND STOCKPILE WHERE SHOWN. TEMPORARILY STABILIZE STOCKPILES WITH SEED.
9. E.Stockpiles of topsoil should be situated so as not to obstruct natural drainage or cause off-site environmental damage.
10. B.Synthetic or organic soil stabilizers may be used under suitable conditions and in quantities as recommended by the manufacturer.
11. GENERAL AND PRELIMINARY GRADING FOR THOSE AREAS TO BE DEVELOPED. CONSTRUCT PROPOSED STRUCTURES AND STORMWATER FACILITIES.
12. F.Stockpiles should be vegetated in accordance with standards previously described herein; see standards for Permanent (pg. 4-1) or Temporary (pg. 7-1) Vegetative Cover for Soil Stabilization. Weeds should not be allowed to grow on stockpiles.
13. D.Mulch netting, such as paper jute, excelsior, cotton, or plastic, may be used.
14. E.Woodchins applied uniformly to a minimum depth of 2 inches may be used. Woodchins will

CONSTRUCT PROPOSED STRUCTURES AND STORMWATER FACILITIES. INSTALL ALL SEDIMENT AND EROSION CONTROL DEVICES FOR THE PROPOSED

INSTALL ALL SEDIMENT AND EROSION CONTROL DEVICES FOR THE PROPOSED UTILITIES, INCLUDING INLET PROTECTION AFTER STORM SEWER INSTALLATION.

UTILITIES, INCLUDING INLET PROTECTION AFTER STORM SEWER INSTALLATION. 10. INSTALL SUB-BASE COURSE IMMEDIATELY FOLLOWING PRELIMINARY GRADING AN

3. Site Preparation

to a minimum depth of 3 inches may be used. Size 2 or 3 (ASTM C-33) is recommended. Mulch Anchoring – should be accomplished immediately after placement of hay or straw mulch to

10. INSTALL SUB-BASE COURSE IMMEDIATELY FOLLOWING PRELIMINARY GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE PAVEMENT AREA.
11. Mulch Anchoring – should be accomplished immediately after placement of hay or straw mulch to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of the area and steerness of stones.
12. INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE PAVEMENT AREA. 11. FINE GRADE ALL PAVEMENT AREAS.
13. A.Grade at the onset of the optimal seeding period so as to minimize the duration and area of exposure of disturbed soil to erosion. Immediately proceed to establish vegetative cover in accordance with the specified seed mixture. Time is of the essence.
14. upon the size of the area and steepness of slopes. A. Peg and Twine – Drive 8 to 10-inch wooden pegs to within 2 to 3 inches of the soil surface
15. Seeding rate for warm season grass, selections 5 - 7 shall be adjusted to reflect the amount of Pure Line Seed (PLS) as determined by a germination test result. No adjustment is required for cool season grasses. May be planted throughout summer if soil moisture is adequate or seeded area can be irrigated. Plant Hardiness Zone (see figure 7-1, pg. 7-4.) Twice the depth for sandy soils
11. FINE GRADE ALL PAVEMENT AREAS. 12 INSTALL GRAVEL DRIVEWAY
12. A.Peg and Twine – Drive 8 to 10-inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a criss-cross and a square pattern. Secure twine around each peg with two or more round turns.
13. B.Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application and anchoring, and maintenance.
13. FINE GRADE REMAINDER OF SITE.
14. PERFORM SOIL COMPACTION TESTING OR SOIL COMPACTION MITIGATION. IF TESTING FOR SOIL COMPACTION, AN OCSCD INSPECTOR MUST BE PRESENT TO WITNESS THE TESTING.
15. C.As guidance for ideal conditions, subsoil should be tested for lime requirement. Limestone, if needed should be applied to bring soil to a pH of approximately 6.5 and incorporated into the soil as nearly as practical to a depth of 4 inches.
16. B.Much Nettings – Staples paper, cotton, or plastic nettings over much. Use degradable netting in areas to be mowed. Netting is usually available in rolls 4 feet wide and up to 300 feet long.
17. feet long. C. Crimper Mulch Anchoring Coulter Tool – A tractor-drawn implement especially designed to

ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL NOTES FOR PROJECTS WITH BASINS

Crimper Mulch Anchoring Coulter Tool – A tractor-drawn implement especially designed to punch and anchor mulch into the soil surface. This practice affords maximum erosion

D. Prior to topsoiling, the subsoil shall be in compliance with the Standard for Land Grading, pg. 19–1.

15. STABILIZE THE SITE WITH PERMANENT VEGETATIVE COVER AND LANDSCAPING.
16. control, but its use is limited to those slopes upon which the tractor can operate safely. Soil penetration should be about 3 to 4 inches. On sloping land, the operation should be on the contour.
17. E.Employ needed erosion control practices such as diversions, grade stabilization structures, channel stabilization measures, sedimentation basins, and waterways. See Standards 11 through 42.
1. Basin must be properly constructed and permanently stabilized, and conduit outle protection installed, prior to the drainage system becoming operational.
16. REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES.
1. Applications should be heavier at edges where wind catches the mulch, in valleys, and
17. CONTACT OCEAN COUNTY SOIL CONSERVATION DISTRICT FOR FINAL INSPECTION.
2. The Standards for Soil Erosion and Sediment Control have specific requirements for topsoiling the installation of soil temporary and/or permanent vegetative
3. for topsoiling, the installation of sod, temporary and/or permanent vegetative cover and land grading. The text found on pages 6-2 (sec. 2D), 7-1 (sec. 1C), 8-2 (sec. 3D) and 19-2 (last paragraph) serve to help minimize soil compaction and reduce maintenance.
2. Use one of the following:
3. a.Organic and Vegetable Based Binders – Naturally occurring, powder based.

A. Applying Topsoil

a. Organic and Vegetable Based Binders – Naturally occurring, powder based, hydrophilic materials that mixed with water formulates a gel and when applied to mulch under satisfactory curing conditions will form membrane networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phvo-toxic effect or impede growth of turferass. Vegetable based zels

1. Refer to Soil Surveys for drainage class descriptions.
2. Refer to Soil Bioengineering Standard for additional seed mixtures.
3. Spillways only
4. See Appendix E for description of turf grasses and cultivars
5. A.Topsoil should be handled only when it is dry enough to work without damaging soil structures; i.e., less than field capacity (see glossary).
6. B.A uniform application to an average depth of 5.0 inches, minimum of 4 inches, firmed in place is required. Alternative depths may be considered where special regulatory and/or industry design standards are appropriate such as on golf courses, sports fields, landfill capping, etc.. Soils with a pH of 4.0 and less or containing iron sulfide shall be covered with a minimum depth of 12 inches of soil having a pH of 5.0 or more, in accordance with the Standard for Management of High Acid Producing Soil (pg. 1-1).
7. shall be applied at rates and weather conditions recommended by the manufacturer. Synthetic Binders — High polymer synthetic amulsion, miscible with water when
3. Ownership and responsibility for the operation and maintenance of the detention structure must be determined during design and shown on the plans and on the completed "Hydraulic and Hydrologic Data Base Summary Form." To be effective over a long period of time, the structure must be properly maintained.

diluted and following application to mulch, drying and curing shall no longer be soluble or dispersible in water. It shall be applied a rates and weather conditions recommended by the manufacturer and remain tacky until germination of grass.

SOIL EROSION AND SEDIMENT CONTROL DETAILS

C. Pursuant to the requirements in Section 7 of the Standard for Permanent Vegetative Stabilization, the contractor is responsible to ensure that permanent vegetative cover becomes established on at least 80% of the soils to be stabilized with vegetation. Failure to achieve the minimum coverage may require additional work to be performed by the contractor to include some or all of the following: supplemental seeding, re-application of lime and fertilizers, and/or the addition of organic matter (i.e. compost) as a top dressing. Such additional measures shall be based on soil tests such as those offered by Rutgers Cooperative Extension Service or other approved laboratory facilities qualified to test soil samples for agronomic properties.

OWNER:

450 BUSINESS PARK LLC 1043 BEDFORD AVE., SUITE 102 BROOKLYN, NY 11216

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801

MAINTAINING VEGETATION

DUST CONTROL AND WIND EROSION

1Friable means easily crumbles in the fingers, as defined in most soils texts

Methods and Materials

Loamy means texture groups consisting of coarse loamy sands, sandy loam, fine and very fine sandy loam, loam, silt loam, clay loam, sandy clay loam and silty clay loam textures and having less than 35% coarse fragments (particles less than 2mm in size) as defined in the Glossary of Soil Science Terms, 1996, Soil Science Society of America.

Mulches – See Standard of Stabilization with Mulches Only Vegetative Cover – See Standard for: Temporary Vegetative Cover, Permanent Vegetative Cover for Soil Stabilization and Permanent Stabilization with Sod. Spray-On Adhesives – On mineral soils (not effective on muck soils). Keep traffic off these areas.

A preventative maintenance program anticipates requirements and accomplishes work when it can be done with least effort and expense to insure adequate vegetative cover.

TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

Construction Specifications for Infiltration Structures

Maintenance should occur on a regular basis, consistent with favorable plant growth, soil and climatic conditions. This involves regular seasonal work for mowing, fertilizing, liming, watering, pruning, fire control, weed and pest control, reseeding and timely repairs.

A back-up drainage system must be provided in case infiltration capacity fails or is exhausted.

Table 16-1 Dust Control Materials

The area planned for the structure should be roped off to prevent heavy equipment from compacting the underlying soils before the development site is graded.

The degree of preventative maintenance needed depends upon the type of vegetation and its proposed function or use.

1. Mowing is a recurring practice and its intensity depends upon the function of the ground cover. On high to moderate (A to B) maintenance areas such as lawns, certain recreation fields, and picnic areas, mowing will be frequent (2 to 7 days intervals) and typically at a height of 2.5 to 3 inches. Return clippings from mowing (mulching mower) to the turf to reduce the amount of fertilizer needed to maintain the turf by as much as 50%. Some turf mixtures can be managed as naturalized stands requiring only one (cool season mixtures) or two (warm season mixtures) mowings per year. Mowing of naturalized areas is typically done at heights no less than 4 inches and should not be done between April 1 and July 15th to avoid disturbing ground nesting birds. The large amount of clipping debris generated by mowing naturalized areas will need to be removed and/or dispersed so the vegetation is not smothered. Burning of naturalized areas is another procedure used to manage naturalized turfs. Low maintenance (D) areas may be left unmowed to permit natural succession. See pg. 4-14 footnote #4, Maintenance Levels A,B,C and D in the Standard for Permanent Vegetation Cover, Table 4-3.
2. Incorporation of organic matter (for example, mature compost) into the soil will substantially reduce the need for fertilizer and irrigation inputs.
3. CIVIL ENGINEERS
4. To prevent compaction of the subsoil which will reduce its infiltration capacity, basins should be excavated with light earth moving equipment, preferably with tracks or over-sized tires rather than the normal rubber tires. Once the final construction phase is reached, the floor of the basin shall be deeply tilled with a rotary tiller or disc harrow and smoothed over with a leveling drag or equivalent grading equipment.
5. Resin in water 4:1 Fine Spray 300 Polyacrylamide (PAM) - spray on Polyacrylamide (PAM) - dry spread Apply according to manufacturer's instructions. May also be used as an additive to sediment basins to flocculate and precipitate suspended colloids. See Sediment Basin standard, p. 26-1
6. PLANNERS
7. LANDSCAPE ARCHITECTS
8. Within a week of construction, the floor and the side slopes of the basin should be seeded with water tolerant, low maintenance and rapid germinating grasses such as fescues. The condition of the newly established vegetation should be checked several times over the first few months, and, if necessary, remedial actions such as re-seeding, fertilizing and irrigation should be undertaken.
9. LANDSCAPE ARCHITECTS
10. Acidulated Soy Bean Soap Stick None Coarse Spray 1200
11. RESERVE SPECIALISTS
3. Fertilizer and lime should be applied as needed to maintain a dense stand of desirable species. Frequently mowed areas and those on sandy soils will require more frequent fertilization but at lower nutrient rates per application.
4. Tillage – to roughen surface and bring clods to the surface. This is a temporary emergency measure which should be used before soil blowing starts. Begin plowing on windward side of site. Chisel-type plows spaced about 12 inches apart and spring-toothed harrows are examples of equipment which may produce the desired effect.
5. FWHASSOCIATES.COM
4. Lime requirement should be determined by soil testing every 2 or 3 years. Fertilization may increase the need for limiting. Contact the local county extension office for details on soil testing and fertilization and pest control recommendations online at http://niaes.rutgers.edu/county/

Maintenance for Infiltration Structures

5. Fertilization and additions of other soil amendments are not recommended for managing native vegetation such as in the Pinelands National Reserve. See the Standard for Permanent Vegetative Stabilization for specific requirements in the PNR.

1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

Sprinkling - Site is sprinkled until the surface is wet.

Infiltration structures should be inspected on a routine basis (at least semi-annually) and after a major storm event. Important items to examine include: differential settlement, cracking, erosion, leakage or tree growth on the embankment (basins), the condition of the riprap in the inlet and pilot channels (basins), sediment accumulation and the density of grass. site design should re-evaluate should clogging occur to determine the factors responsible for the problem.

Barriers – Solid board fences, snow fences, burlap fences, crate walls, bales of hay and similar material can be used to control air currents and soil blowing. 6. Weed invasion may result from abusive mowing from inadequate fertilizing and liming. Many newly established grasses will not survive if mowed at heights below 2.5 inches and at intervals greater than 7 days. Brush invasion is a common consequence of lack of mowing. The amount of weeds or brush that can be tolerated in any vegetated area

and at intervals greater than 7 days. Brush invasion is a common consequence of lack of mowing. The amount of weeds or brush that can be tolerated in any vegetated area depends upon the intended use of the land. Drainage ways are subject to rapid infestation by weed and woody plans. These should be controlled, since they often reduce drainage way efficiency. Control of weeds or brush is accomplished by using herbicides or mechanical methods. 7. Fire hazard is greater where dry vegetation has accumulated. The taller the vegetation, the greater the hazard.

Calcium Chloride – Shall be in the form of loose, dry granules or flakes fine enough to feed the

Calcium Chloride – Shall be in the form of loose, dry granules or flakes fine enough to feed through commonly used spreaders at a rate that will keep surface moist but not cause pollution or plant

damage. If used on steeper slopes, then use other practices to prevent washing into streams or accumulation around plants.

These inspections should be used to determine the effectiveness of the regular maintenance schedule as well as to determine the timing of corrective maintenance procedures.

8. Prune trees and shrubs to remove dead or damaged branches. Remove undesirable or invasive plants to maintain integrity of the landscape and enhance quality of permanent vegetative cover.

Stone – Cover surface with crushed stone or coarse gravel.

Buffers, side slopes and basin floors should be mowed at least twice a year. A routine should be developed for the removal of trash and debris. Grading and landscaping around facility inlets should be designed to facilitate mowing, trimming, debris removal and other general maintenance. Grass clippings and accumulated organic matter must be. The Ocean County Soil Conservation District shall be notified forty-eight (48) hours in advance of any land disturbance. All work is to be done in accordance with the State Standards for Soil Erosion and Sediment Control in New Jersey. All Soil Erosion and Sediment Control practices are to be installed prior to any major soil disturbance or in their proper sequence and maintained until permanent protection is established.

METHODS OF DEWATERING SEDIMENT BASINS

The dewatering methods shown here are inexpensive and operate automatically.

METHOD

COMMENTS

B. Same as "A" except for skimming device, detailed below:

C.

CROSS-SECTION

D.

CROSS-SECTION

Bags must be disposed of according to manufacturer's instructions. Bags may not be reused. SEDIMENT CONTROL BAG FOR DEWATERING

N.T.S.

Table 27-1: Lengths of Construction Exits on Sloping Roadbeds

STONE SIZE – NO. 2 (2–1/2" TO 1–1/2") OR NO. 3 (2 TO 1 INCH) CLEAN. CRUSHED, ANGULAR STONE

Use ECMDS\circledR for more accurate staple pattern selection.

Individual lot entrance and egress- After interior roadways are paved, individual lot ingress/egress points may require a stabilized construction entrance consisting of no. 3 stone (1" to 2") to prevent or minimize tracking of sediments. Width of the stone ingress/egress shall be equal to lot entrance width and shall be a minimum of ten feet in length.

Tire washing - If space is limited, vehicle tires may be washed with clean water before entering a paved area. A wash station must be located such that wash water will not flow onto paved roadways or into unprotected storm drainage systems.

When the construction access exits onto a major roadway, a paved transition area may be installed between the major roadway and the stoned entrance to prevent loose stones from being transported out onto the roadway by heavy equipment entering or leaving the site.

Maintenance

The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto roadways. This may require periodic top dressing with additional stone or additional length as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment spilled, dropped, washed, or tracked onto roadways (public or private) or other impervious surfaces must be removed immediately.

Where accumulation of dust/sediment is inadequately cleaned or removed by conventional methods, a power broom or street sweeper will be required to clean paved or impervious surfaces. All other access points which are not stabilized shall be blocked off.

STABILIZED CONSTRUCTION ACCESS

N.T.S.

C. Requirements for silt fence:

Fence posts shall be spaced 8 feet center-to-center or closer. They shall extend at least 2 feet into the ground and extend at least 2 feet above ground (Fig. 23-2). Posts shall be constructed of hardwood with a minimum diameter thickness of 1 1/2 inches.

2. "Super" silt fence - A metal fence with 6 inch or smaller mesh openings and at least 2 feet high may be utilized, fastened to the fence posts, to provide reinforcement and support to the geotextile fabric. Posts may be spaced less than 8 feet on center and may be constructed of heavier wood or metal as needed to withstand heavier sediment loading. This practice is appropriate where space for other practices is limited and heavy sediment loading is expected. "Super" silt fence is not to be used in place of properly designed diversions (pg. 15-1) which may be needed to control surface runoff rates and velocities.
3. A geotextile fabric, recommended for such use by the manufacturer, shall be buried at least 6 inches deep in the ground. The fabric shall extend at least 2 feet above the ground. The fabric must be securely fastened to the posts using a system consisting of metal fasteners (nails or staples) and a high strength reinforcement material (nylon webbing, grommets, washers etc.) placed between the fastener and the geotextile fabric. The fastening system shall resist tearing away from the post. The fabric shall incorporate a drawstring in the top portion of the fence for added strength.

Maintenance

1. Sediment shall be removed from the upstream face of the barrier when it has reached a depth of 1/2 the barrier height.
2. Repair or replace barrier (fabric, posts, bales etc.) when damaged.
3. Barriers shall be inspected daily for signs of deterioration and sediment removal.

FLOATING RISER DETAIL

N.T.S.

TEMPORARY TOPSOIL STOCKPILE DETAIL N.T.S.

MULTIPLE TREES

• NOTES: 1. NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING.
• AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED BY THE LANDSCAPE ARCHITECT.
• AT THE COMPLETION OF CONSTRUCTION ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY.

TREES TO BE PROTECTED DURING CONSTRUCTION WILL BE TAGGED

THE FINAL DETERMINATION OF THOSE TO BE PROTECTED WILL BE MADE BY THE LANDSCAPE ARCHITECT IN THE FIELD. PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT.

EMPORARY TREE PROTECTION DETAIL

N.T.S.

ROOT PROTECTION DURING CONSTRUCTION DETAIL N.T.S.

01/15/24 ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23 JT BFP LETTERS MSM EAD BPM

DATE REVISION DRAWN CHECKED RELEASED

SOIL EROSION AND SEDIMENT CONTROL DETAILS

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

[F27]

SOIL DE-COMPACTION AND TESTING REQUIREMENTS

• A.SOIL COMPACTION TESTING REQUIREMENT
• SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.
• AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOIL EROSION CONTROL PLAN.
• COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. LOCATION ID'S SHALL BE USED TO COMPLETE THE COMPACTION REMEDIATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT.
• IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE SIMPLIFIED TESTING METHODS (SEE DETAILS BELOW). THE CONTRACTOR/OWNER SHALL HAVE THE OPTION TO PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING EXEMPT AREAS), OR (2) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL.
• COMPACTION TESTING METHODS
• . PROBING WIRE TEST (SEE DETAIL)
• HAND-HELD PENETROMETER (SEE DETAIL)

3. TOBE BOLK DENSIT TEST (LICENSED PROFESSIONAL REQUIRED)
4. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL REQUIRED)
5. NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT, SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL.
6. DETAILED REQUIREMENTS FOR EACH COMPACTION TESTING METHOD CAN BE FOUND IN SECTION 19 "STANDARD FOR LAND GRADING" OF THE NJ STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST EDITION.
7. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION.
8. C.PROCEDURES FOR SOIL COMPACTION MITIGATION
1. PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.
2. RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAY BE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL.

PROBING WIRE TEST 15.5 GA. STEEL WIRE (SURVEY FLAG)

N.T.S.

NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE PROBE. MEASURE DEPTH WHEN GAGE READING REACHES 300 PSI OR DEPTH OF 6"

PENETROMETER MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED.

GAGE READING 300 PSI OR LESS AT 6"

HANDHELD SOIL PENETROMTERE TEST

LEGEND

SOIL COMPACTION TESTING AREAS

RECOMMENDED SOIL COMPACTION TEST LOCATION (APPROX. 1 PER/0.5 ACRE) NOTE: <500 SF EXEMPT

⊕

NOTE: SEE SHEET 2 FOR PROJECT NOTES

01/15/24 ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23 JT BEP LETTERS [F8]

DATE REVISION

SOIL MITIGATION PLAN

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.

CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

Brian P. Murphy PROFESSIONAL ENGINEER N.J. LIC. NO. 42000 DRAWN BY DATE

MSM 11/11/22

DESIGNED BY EAD SCALE 1"=30'

CHECKED BY EAD DRAWER NO. PC-894

RELEASED BY BPM PROJECT NO. 5114.0017

SHEET NO. OF 21 22