===== PAGE 1 ===== ## 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 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

Sheet	Title	Date
1	TITLE SHEET	01/15/24
2	PROJECT NOTES	01/15/24
3	EXISTING CONDITIONS	01/15/24
4	OVERALL SITE PLAN	01/15/24
5	SITE PLAN	01/15/24
6	CIRCULATION PLAN	01/15/24
7	GRADING AND DRAINAGE PLAN	01/15/24
8	UTILITY PLAN	01/15/24
9	PROFILES	01/15/24
10	LANDSCAPE PLAN	01/15/24
11	LIGHTING PLAN	01/15/24
12	LANDSCAPE AND LIGHTING DETAILS	01/15/24
13-16	CONSTRUCTION DETAILS	01/15/24
17-19	SOIL EROSION AND SEDIMENT CONTROL DETAILS & CONSTRUCTION DETAILS	01/15/24
20	SOIL EROSION AND SEDIMENT CONTROL PLAN	01/15/24
21	SOIL MITIGATION PLAN	01/15/24
22	TREE MANAGEMENT PLAN	01/15/24

SHEET INDEX

CLASSIFIED AND APPROVED AS A MAJOR SITE PLAN BY THE JACKSON TOWNSHIP PLANNING BOARD ON ATTEST: SECRETARY ___ ___ CHAIHPEHSON DATE

SCALE: N.T.S. PLANNING BOARD ENGINEER

ZONING MAP

SCALE: N.T.S. ## GENERAL LOCATION MAP

## KEY MAP

## TITLE SHEET PRELIMINARY AND FINAL MAJOR SITE PLAN CIVIL ENGINEERS LAND SURVEYORS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

MSM	11/11/22
DESIGNED BY EAD	SCALE N.T.S.
CHECKED BY EAD	DRAWER NO. PC-885
RELEASED BY BPM	PROJECT NO. 5114.0017
SHEET NO. OF
1	22

===== PAGE 2 ===== 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: 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. 2. 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. 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. 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. ## SCHEDULE OF BULK REQUIREMENTS ## HC HIGHWAY COMMERCIAL ZONE

	REQUIRED	PROPOSED LOT 24	PROPOSED LOT 25
LOT AREA	40,000 SF	520,542 SF	221,183 SF
LOT AREA (WETLANDS EXCLUDED)			177,592 SF
LOT WIDTH	175 FT	711 FT	240 FT
LOT FRONTAGE	175 FT	723.78 FT	259.46 FT
LOT DEPTH	200 FT	581 FT	665 FT
FRONT YARD SETBACK	60 FT	61 FT	81.17 FT
REAR YARD SETBACK	40 FT	113.7 FT	247.82 FT
SIDE YARD SETBACK	25 FT	44.2/129.2 FT	12.21 FT*
MAX BUILDING HEIGHT	35 FT	< 35 FT	< 35 FT
MAX BUILDING COVERAGE	30 %	24.0 %	19.2 %
MAX IMPERVIOUS COVERAGE	75 %	64.0 %	39.9 %
PARKING AREA SETBACKS:
FROM R.O.W.	20 FT	183.6 FT	113 FT
FROM PROPERTY LINE	10 FT	44.4 FT	0 FT*

## WATER DISTRIBUTION NOTES: 1. ALL WATER MAIN TO BE CLASS 52 DUCTILE IRON PIPE. PROPER PIPE COVERAGE IS TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 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 TELEPHONE, ELECTRIC AND GAS LINES WILL BE INSTALLED UNDERGROUND. CROSSINGS OF PROPOSED PAVEMENT WILL BE INSTALLED PRIOR TO THE CONSTRUCTION OF PAVEMENT BASE COURSE. 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. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION 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. 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* VARIANCE REQUESTED CONSTRUCTION AND ACCEPTANCE OF THE PROPOSED WATER SYSTEM ON BLOCK 4801, LOT 25. ## OCEAN COUNTY NOTES: 2. 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. 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. 3. 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. 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. ## 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 ## GENERAL NOTES: 1. THE SUBJECT PROPERTY IS KNOWN AS 450 NORTH COUNTY LINE ROAD, LOT 25 IN BLOCK 4801 AS SHOWN ON SHEET 48 OF THE OFFICIAL TAX MAP OF THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NJ. 3. EXISTING USE: COMMERCIAL BUILDING WITH OUTBUILDINGS ### 4. PROPOSED USE: CONTRACTOR WAREHOUSE ### 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 ## APPLICANT: 450 BUSINESS PARK LLC APPLICANT: 450 BUSINESS PARK LLC 1043 BEDFORD AVE, SUITE 102 BROOKLYN, NY 11216 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. 7. COORDINATES SHOWN ARE IN NAD 1983. SURVEY ACCURACY (EXCEEDS 1:10,000). ### 8. VERTICAL DATUM: NAVD 1988 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. ### 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: A. NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION". 2007: AS SUPPLEMENTED. CONSTRUCTION", 2007; AS SUPPLEMENTED. CURRENT PREVALING MUNICIPAL COUNTY B. CURRENT PREVAILING MUNICIPAL, COUNTY, AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS, AND REQUIREMENTS. REQUIREMENTS. C. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. C. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. D. CURRENT MANUFACTURER SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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). 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. 29. THE CONTRACTOR SHALL PROTECT VEGETATION IN AREAS THAT ARE TO BE LEFT IN THE NATURAL STATE. 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. 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. ## GRADING AND DRAINAGE NOTES: THE CONTRACTOR SHALL PROTECT VEGETATION IN AREAS THAT ARE TO BE LEFT IN THEIR NATURAL STATE. 2. ALL STRUCTURES TO BE SET ON A COMPACTED BASE, MIN. 6" THICK OF CLEAN CRUSHED STONE CONFORMING TO NJDOT #57 COARSE AGGREGATE. 3. ALL STORM STRUCTURES TO BE PRECAST REINFORCED CONCRETE UNLESS OTHERWISE APPROVED BY THE ENGINEER. 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. 5. ALL PRECAST DRAINAGE STRUCTURES SHALL CONTAIN REINFORCING STEEL AND BE DESIGNED FOR HS-20 LOADING. 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. 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. 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. 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. 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. 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. 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. 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). 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. 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. 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 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. PERMANENT STABILIZATION OF THE BASIN EMBANKMENTS INCLUDES THE TOP OF BANK. 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 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. 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. 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. 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. ## 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 ## 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 Brian P. Murphy DRAWN BY DATE MSM 11/11/22

DESIGNED BY JS CHECKED BY SCALE N.T.S. DRAWER NO. JS PC-894 03 PC-894 RELEASED BY CPR SHEET NO. OF PROJECT NO. 5114.0017 ===== PAGE 3 =====

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
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

===== PAGE 4 =====

## SCHEDULE OF BULK REQUIREMENTS ## HC HIGHWAY COMMERCIAL ZONE

	REQUIRED	PROPOSED LOT 24	PROPOSED LOT 25
LOT AREA	40,000 SF	520,542 SF	221,183 SF
LOT AREA (WETLANDS EXCLUDED)			177,592 SF
LOT WIDTH	175 FT	711 FT	240 FT
LOT FRONTAGE	175 FT	723.78 FT	259.46 FT
LOT DEPTH	200 FT	581 FT	665 FT
FRONT YARD SETBACK	60 FT	61 FT	81.17 FT
REAR YARD SETBACK	40 FT	113.7 FT	247.82 FT
SIDE YARD SETBACK	25 FT	44.2/129.2 FT	12.21 FT*
MAX BUILDING HEIGHT	35 FT	< 35 FT	< 35 FT
MAX BUILDING COVERAGE	30 %	24.0 %	19.2 %
MAX IMPERVIOUS COVERAGE	75 %	64.0 %	39.9 %
PARKING AREA SETBACKS:
FROM R.O.W.	20 FT	183.6 FT	113 FT
FROM PROPERTY LINE	10 FT	44.4 FT	0 FT*

## 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 VARIANCE REQUESTED REQUIRED: 32 SPACES PROVIDED: 32 SPACES GRAPHIC SCALE 1" = 50

DATE	REVISION	DRAWN	CHECKED	RELEASED
OVERALL 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
Brian P. Murphy		DRAWN BY\nCSM	DATE\n01/15/24
		DESIGNED BY\nEAD	SCALE\n1"=50'
		CHECKED BY\nBPM	DRAWER NO.\nPC-894
PROFESSIONAL ENGINEER\nN.J. LIC NO. 42000		RELEASED BY\nBPM	PROJECT NO.\n5114.0017
		SHEET NO.\n4 OF 22

===== PAGE 5 =====

## SCHEDULE OF BULK REQUIREMENTS

HC HIGHWAY COMMERCIAL ZONE

	REQUIRED	PROPOSED LOT 24	PROPOSED LOT 25
LOT AREA	40,000 SF	520,542 SF	221,183 SF
LOT AREA (WETLANDS EXCLUDED)			177,592 SF
LOT WIDTH	175 FT	711 FT	240 FT
LOT FRONTAGE	175 FT	723.78 FT	259.46 FT
LOT DEPTH	200 FT	581 FT	665 FT
FRONT YARD SETBACK	60 FT	61 FT	81.17 FT
REAR YARD SETBACK	40 FT	113.7 FT	247.82 FT
SIDE YARD SETBACK	25 FT	44.2/129.2 FT	12.21 FT*
MAX BUILDING HEIGHT	35 FT	< 35 FT	< 35 FT
MAX BUILDING COVERAGE	30 %	24.0 %	19.2 %
MAX IMPERVIOUS COVERAGE	75 %	64.0 %	39.9 %
PARKING AREA SETBACKS:
FROM R.O.W.	20 FT	183.6 FT	113 FT
FROM PROPERTY LINE	10 FT	44.4 FT	0 FT*

GRAPHIC SCALE				1" = 40'


	0	40	80	120

## 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

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

===== PAGE 6 =====

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
CIRCULATION 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 PI ANNERS PLANNERS

LANDSCAPE ARCHITECTS LANDSCAPE ARCHIT RESERVE SPECIALISTS ARCHITECTS 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

===== PAGE 7 ===== GRAPHIC SCALE 1"=30 '

LEGEND -75— EXISTING CONTOUR 75 PROPOSED CONTOUR x (87.5) EXISTING SPOT ELEVATION 75.42 x PROPOSED SPOT ELEVATION PROPOSED STORM SEWER F.F. 75.00 PROPOSED FINISH FLOOR ELEVATION DIRECTION OF SURFACE WATER FLOW PROPOSED TREELINE 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 RADING AND DRAINAGE 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 AND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223

Brian P. Murphy	DRAWN BY	DATE
	CSM	11/11/22
	DESIGNED BY	SCALE
	EAD	1"=30'
	CHECKED BY	DRAWER NO.
	BPM	PC-894
PROFESSIONAL ENGINEER N.J. LIC NO. 42000	RELEASED BY	PROJECT NO.
	BPM	5114.0017
	SHEET NO. OF
	7	22

===== PAGE 8 =====

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

===== PAGE 9 =====

PROFILE OF O.S.-10 ~ H.W.-9(BY OTHERS) 1” = 30' HORIZ. / 1” = 3' VERT.

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

===== PAGE 10 =====

THIS PLAN TO BE USED FOR LANDSCAPING PURPOSES ONLY. ## PLANTING SCHEDULE

KEY	QTY.	BOTANICAL NAME	COMMON NAME	DESCRIPTION/COMMENTS
		SHADE TREES
AR	6	Acer rubrum "Autumn Flame"	Autumn Flame Maple	2-2 1/2" cal., 12'-14' ht., BB., remove branches to 7' ht.
NS	11	Nyssa sylvatica	Blackgum	2-2 1/2" cal., 12'-14' ht., BB., remove branches to 7' ht.
QP	3	Quercus palustris	Pin Oak	2-2 1/2" cal., 12'-14' ht., BB., remove branches to 7' ht.
ZS	8	Zelkova serrata "Green Vase"	Green Vase Zelkova	2-2 1/2" cal., 12'-14' ht., BB., remove branches to 7' ht.
		EVERGREEN TREES
JIW	9	Juniperus virginiana 'Idyllwild'	Idyllwild Eastern Red Cedar	5'-6' ht., BB.
IO	9	Ilex opaca	American Holly	6'-8' ht., BB.
PA	9	Picea abies	Norway Spruce	6'-8' ht., BB.
PV	14	Pinus virginiana	Virginian Pine	6'-8' ht., BB.
TGG	11	Thuja standishii x plicata "Green Giant"	Green Giant Arborvitae	6'-8' ht., BB.
		SHRUBS
CAS	26	Cornus alba "Siberica"	Red Twig Dogwood	30"-36" ht., #5 cont.
DR	34	Diervilla rivularis 'Kodiac Black'	Kodiac Black Bush Honeysuckle	18"-24" ht., #3 cont.
HM	8	Hydrangea macrophylla "All Summer Beauty"	All Summer Beauty Hydrangea	30"-36" ht., #5 cont.
HF	34	Hypericum frondosum "Sunburst"	Sunburst Hypericum	18"-24" ht., #3 cont.
JC	37	Juniperus conferta	Shore Juniper	30"-36" spread., #3 cont.
MP	20	Myrica pensylvanica	Bayberry	24"-30" ht., #3 cont.
PF	17	Potentilla fruticosa "Red Ace"	Red Acet Bush Cinquefoil	18"-24" ht., #3 cont.

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. 2. 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. 3. SUBSTITUTION AND FINAL LOCATION OF ALL PLANT MATERIAL IS SUBJECT TO THE LANDSCAPE ARCHITECT AND TOWNSHIP'S APPROVAL 4. IF DISCREPANCIES OCCUR IN THE PLANT SCHEDULE QUANTITIES, THE PLAN SHALL SUPERSEDE. 5. SEE SHEET NO. II OF 21 FOR PLANTING NOTES AND DETAILS. 6. 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. 7. 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. 8. 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. 9. 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. 10. 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 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

DRAWN BY	DATE
MVM	11/11/22
DESIGNED BY	SCALE
MVM	1"=30'
CHECKED BY	DRAWER NO.
MVM	PC-894
RELEASED BY	PROJECT NO.
LGW	5114.0017
SHEET NO. OF
10	22

===== PAGE 11 =====

GRAPHIC SCALE 1"=30' STM MH -7 RIM:119.60 INV IN:113.90 PIPE - (31) INV OUT:113.90 BIPE (32) INV IN:113.90 PIPE - (31) INV OUT:113.90 PIPE - (32) THIS PLAN TO BE USED FOR LIGHTING PURPOSES ONLY

IGHTING SCHEDULE

Symbol	Label	Quantity	Mounting Height	Manufacturer	Catalog Number	Description	Number Lamps	Lumens Per Lamp	Light Loss Factor	Wattage
	PM3	5	23'	Lithonia Lighting	DSXI LED P6 40K 70CRI T3M	D-Series Size 1 Area Luminaire P6 Performance Package 4000K CCT 70 CRI Type 3 Medium	1	20539	0.9	165.25
	WM	5	25'	Lithonia Lighting	WPX3 LED 40K Mvolt	WPX3 LED wallpack 9000lm 4000K color temperature 120-277V	1	9270	0.9	72.33
	WM3-FT	4	25'	Lithonia Lighting	WDGE4 LED PI 70CRI RFT 40K	WDGE4 LED WITH PI - PERFORMANCE PACKAGE, 4000K, 70CRI, FORWARD THROW OPTIC	1	12050	0.9	76.21

1. Installation of light fixtures shall be per manufacturer's recommendations. 2. Light poles shall be pedestal mounted, aluminum poles and installation shall be per manufacturer's recommendations. 3. Each fixture shall receive disk to dawn photocells to control the daily operation of the outdoor lighting. 4. Individual light fixture contours = 1.0 fc, 0.5 fc ## POINT TO POINT LIGHTING CALCULATION INDIVIDUAL LIGHT FIXTURE CONTOURS = I.O FC, O.5 FC.

POINT TO POINT CALCULATION
Description	Symbol	Avg	Max	Min	Max/Min	Avg/Min
AREA CALC	×	0.9 fc	4.4 fc	0.0 fc	N/A	N/A
PAVED AREA CALC +	2.3 fc	4.9 fc	0.8 fc	61:1	2.9:1

## GENERAL NOTES 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. 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.

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\nLOTS 24 & 25 ~ BLOCK 4801\nTAX MAP SHEET NO. 48\nSITUATED IN\nJACKSON 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 Leroy G. Webb Jr. Licensed Landscape Architect N.J. Lic. No. AS00149 Professional Planner N.J. Lic. No. 4006

DRAWN BY\nMVM	DATE\n11/11/22
DESIGNED BY\nMVM	SCALE\n1"=30'
CHECKED BY\nMVM	DRAWER NO.\nPC-894
RELEASED BY\nLGW	PROJECT NO.\n5114.0017
SHEET NO. OF

===== PAGE 12 ===== D-Series Size 1 LED Area Luminaire DLG DLC NIGHTMAI FRIENDLY

## Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 750W metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. ## 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\n© 2011 2020 Aouity Brands Lighting, Inc. All rights reserved.	DSXI-LED\nrev. 01/20/20
COMMERCIAL O.ITDOOR		Page 1 of 8

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

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

Example: SSA 20 4CDM19 BA

Series	Nominal fixture mounting height	Nominal shaft base size/wall thickness	Mounting1	Options	Finish10
SSA	8 - 35 feet (See back page.)	(See back page.)	Tenon mounting	Shipped installed	Standard colors
			PT 0pen top	L/AB Less anchor bolts	DDB Dark bronze
			T20 2-3/8" 0.D. (2" NPS)	FBC Full base cover	DWH White
			T25 2-7/8" 0.D. (2-1/2" NPS)	VD Vibration damper	DBL Black
			T30 3-1/2" 0.D. (3" NPS)2	TP Tamper proof	DMB Medium bronze
			T35 4" 0.D. (3-1/2" NPS)2	H1-18Axx Horizontal arm bracket (1 fixture)2	DNA Natural aluminum
			Drill mounting2	FDLxx Festoon outlet less electrical2	BA Brushed aluminum
			DM19 1 at 90°	CPL12xx 1/2" coupling2	Classic colors
			DM28 2 at 180°	CPL34xx 3/4" coupling2	DSS Sandstone
			DM28PL 2 at 180° with one side plugged	CPL1xx T" coupling2	DGC Charcoal gray
			DM29 2 at 90°	NPL12xx 1/2" threaded nipple2	DTG Tennis green
			DM39 3 at 90°	NPL34xx 3/4" threaded nipple2	DBR Bright red
			DM49 4 at 90°	NPL1xx T" threaded nipple2	DSB Steel blue
			CSX/DSX/AERS/OMERO/Drill mounting2	EHHxx Extra handhole2	Class 1 architectural anodized
			DM19AS 1 at 90°	MAEX Match existing8	ABL Black
			DM28AS 2 at 180°	USPOM United States point of manufacture8	ADB Dark bronze
			DM29AS 2 at 90°		ANA Natural
			DM39AS 3 at 90°		Architectural colors (powder finish)10
			DM49AS 4 at 90°
			AERIS/Suspend drill mounting1,4
			DMxxAST_
			OMERO/Suspend drill mounting1,4
			DMxxMRT_

NOTES	HANDHOLE ORIENTATION	IMPORTANCE IN THIS POSITION
1. When ordering tenon mounting and drill mounting for the same pole, follow this example: DM28/720. The combination includes a required extra handhole. 2. 3-1/2" and 4" tenons available on 5" and 6" shafts only. 3. The drilling template to be used for a particular luminaire depends on the luminaire that is used. Refer to the Technical Data Section of the Outdoor Blinder for Drilling Templates. 4. Insert "1" or "2" to designate fixture size; e.g. DM19AST2.	5. Specify location and orientation when ordering option. For 1st "x": Specify the height in feet above base of pole. Example: 5ft = 5 and 20ft = 20. For 2nd "x": Specify orientation from handhole (A,B,C,D) Refer to the Handhole Orientation diagram on this page. 6. Horizontal arm is 18" x 2-3/8" 0.0. Tenon standard. Combination often-top and drill mount includes extra handhole. 7. Must add original order number. 8. Use when mill certifications are required. 9. Finish must be specified. Additional colors available; see www.lithonia.com/archcolors or Architectural Colors brochure (Form No. 794.3).	C\n⊗\n⊗\nB\nA\nA\nHandhole
OUTDOOR

HANDHOLE ORIENTATION IMPORTANT INSTALLATION NOTES

WDGE4 LED Architectural Wall Sconce Buy American

POLE MOUNTED LIGHT DETAILS NTS

Catalog Number

Notes

Type

Specifications		specifier's every wall-mounted lighting need in a widely accepted shape that blends with any architecture. The clean rectilinear design comes in four sizes with lumen packages ranging from 1,200 to 25,000 lumens, providing a true site-wide solution. Embedded with nLight\circledR AIR wireless controls, the WDGE family provides additional energy savings and code compliance.
Depth (D1):	10*
Depth (D2):	2*
Height:	9*
Width:	25*
Weight: (without options)	30.5 lbs

## Introduction ## WDGE LED Family Overview EXAMPLE: WDGE4 LED P3 40K 70CRI R3 MVOLT SRM DDBXD

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

Series	Package		Color Temperature	CRI	Distribution	Voltage	Mounting
WDGE4 LED	P1	P4	30K\n40K\n50K	3000K\n4000K\n5000K	70CRI\n80CRI	R2\nR3\nR4\nRFT	Type 2\nType 3\nType 4\nForward Throw	MVOLT\n347°\n480°	Shipped included\nSRM\nICW\nWasher bracket (dry)\ndamp locations only)
	P2\nP3	P5							Shipped separately\nAWS\nPBBW
									3/8inch Architectural wall space\nSurface-mounted back box (trip, left, right)

Options				Finish
PE2	Photocell, Button Type	Standalone Sensors/Controls		DDBXD	Dark bronze
DS3	Du.a switching (scores with 2 drivers and 2 light engines)	PIR	3i-level (150/35%) motion sensor for 8-15° mounting heights. Incidence: for use on switches; circuits with external dusk to cowr switching.	DBLXD	B ack
DMG4	0-10V drinning wires put led outside fixture (for use with an external control, ordered sepa ately)	PIRH	3i-level (150/35%) motion sensor for 15-30° mounting heights. Intended "or use or switched circuits with external dusk to cowr switching	DNAXD	Natural ail.min um
BCE	Bction cord lit entry or back box (PSRW). Total of 4 entry points.	PIR1FC3V	3i-level (100/35%) motion sensor for 8-15° mounting heights with photocell pre-programmed for dusk to dawn operation.	DWHXD	White
SPD10KV	10kV Sluge pack	PIRH1FC3V	3i-level (100/35%) motion sensor for 15-30° mounting heights with protocol one-programmed for dusk to dawn operation.	DSSXD	Sardstone
BAA	Buy A nerice (in' Act Comp lent)	Networked Sensors/Controls		DDBTXD	Textured cart bronze
		NLTAIR2 PIR	LightAir Wireless enabled bi-level motion/ambient sensor for 8-15° mounting heights.	DBLBXD	lextured black
		NLTAIR2 PIRH	LightAir Wireless enabled bi-level motion/ambient sensor for 15-30° mounting heights.	DNATXD	Textured r acural aluminium
		See page 3 for out of box functionality			DWHGXD

	Accessories	NOTES
	Ordered and shipped separately	1 347V and 480V not available with DS.
WDGE45 DBXD	WDGE 3/5inch Architectural Wall Space (specify finish)	2 PE not available in 480V and with sensors/controls.
		3 DS and DMG not available with sensors/controls.
WDGE4FBBW DOEXD U	WDGE4 surface-mounted back box (specify finish)	4 Not qualified for DLC. Not available with emergency battery backup.

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

1 OR 2 FIXTURES AS INDICATED ON PLAN LARGE AREA LUMINAIRES SHALL BE AS MANUFACTURED BY LITHONIA LIGHTING OR EQUAL - SEE LEGEND FOR CATALOG NUMBERS

## WM3-FT WALL MOUNTED LIGHT DETAILS NTS AWG GROUND WIRE 2. FLUSH MOUNTING DETAIL ALONG SIDEWALK WITHIN PLANTING BEDS AND ISLANDS ## WPX LED Wall Packs

## Wall Packs ## 5 YEAR C US kda NIGHTME FINDY DLG DLC FRIENOUH

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) ## Front View Side View 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. ## Introduction 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. _LIGHTING STANDARD DETAI ## Ordering Information EXAMPLE: WPX2 LED 40K MVOLT DDBXD

Series		Color Temperature	Voltage	Options			Finish
WPX1 LED P1	1,350 Lumens, 1TW1	30K 3200K	M/VLT 120V - 277V	(blank)	None		DDBXD Dark bronze
WPX1 LED P2	2,900 Lumens, 24W	40K 4000K	347 34/V3	E4WH	Emergency battery backup, CEC compliant (4W, DPC min)2		DW/HXD White
WPX2 LED	6,000 Lumens, 4/W	50K 5000K		E14WC	Emergency battery backup, CEC compliant (14W, -20°C min)3		DBLXD Back
WPX3 LED	9,200 Lumens, 69W				PE	Photoce1		Note: For other options, consult factory.

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 ## INTENDED USE The MPX LED wall 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. 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. ## CONSTRUCTION WPX feature a die-ca 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. ## INSTALLATION 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.

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. COMMERCIAL OJTDOOR 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 ## WM WALL MOUNTED LIGHT DETAILS

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

MINIMUM CLEARANCE AROUND ROOT BALL SEE PLANTING NOTES FOR ADDITIONAL REQUIREMENTS ## 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

## 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. 2. 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. 3. SUBSTITUTION AND FINAL LOCATION OF ALL PLANT MATERIAL IS SUBJECT TO THE LANDSCAPE ARCHITECT AND TOWNSHIP'S APPROVAL. 4. IF DISCREPANCIES OCCUR IN THE PLANT SCHEDULE QUANTITIES, THE PLAN SHALL SUPERSEDE. 5. SEE THIS SHEET FOR PLANTING NOTES AND DETAILS. ## PLANTING NOTES Plant material shall be furnished and installed as indicated; including all labor, materials, plants, equipment, incidentals, and clean up. 2. The Contractor shall be responsible for planting at correct grades and alignment. 3. 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. 4. Contractor shall report any soil or drainage conditions considered detrimental to the growth of the plant material. 5. 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. 6. 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. 7. 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. 8. 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. 9. 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. 10. 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. 2. Street trees shall be field adjusted to be a minimum distance of 15' from proposed street lighting. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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. 18. 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. 19. 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. 20. 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. 21. 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. 22. 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. 23. 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.

01/15/24	REVISED PER OL&A, RVE AND CME COMMENTS	MVM	MVM	BPM
DATE	REVISION	DRAWN	CHECKED	RELEASED

## LANDSCAPE AND LIGHTING 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.

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

DRAWN BY\nMVM	DATE\n11/11/22
DESIGNED BY\nMVM	SCALE\n1"=30'
CHECKED BY\nMVM	DRAWER NO.\nPC-894
RELEASED BY\nLGW	PROJECT NO.\n5114.0017
SHEET NO. OF

12 22 ===== PAGE 13 ===== ## CHEEK WALLS - CHEEK WALLS ARE PERMITTED WHEN ADJACENT TO NON-WALK AREAS OR ELEVATION DIFFERENCES CANNOT BE ACCOMMODATE BY FLARES OR GRADING. 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. - SHOULD BE PLACED A MINIMUM DISTANCE OF 4'-0" FROM STOP AND YIELD LINES. - 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. - 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. ### 3. CURB RAMPS - 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. - 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. - 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 - FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE. FOR NEW CONSTRUCTION, ATTEMPT TO KEEP THE CROSS SI ORE AS FL AT AS POSSIBLE. DO NOT EXCEED 2.00% CROSS SI ORE ON - 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). - CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK SLOPE. - CURB RAMP WIDTH IS 4'-0" MINIMUM. - 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. - 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". - 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 - CONSTRUCT TOP OF PLAIN CEMENT CONCRETE FLUSH CURB TO BE FLUSH WITH ADJACENT SURFACES (RAMPS, SIDEWALKS, FLARES). - 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). - FOR TYPE 3 RAMPS AND BLENDED TRANSITIONS, THE FLUSH CURB MUST EXTEND FROM THE OUTER MOST EDGE OF EACH CROSSWALK. ### 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. - ALIGN DETECTABLE WARNING SURFACE TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR TO CURB WHEN APPROPRIATE. - THE PUBLIC SIDEWALK CURB RAMP, DETECTABLE WARNING SURFACES (SHADED AREA) SHALL BE SAFETY RED COLOR, EXCEPT IF THE MUNICIPALITIES HAVE ESTABLISHED AN ALTERNATIVE COLOR SCHEME. - 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. ### 6. DRIVEWAYS - 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. - 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. - 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 EXCEPTION IS GRANTED. - DO NOT EXCEED 2.00% SLOPE IN ANY DIRECTION. - 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 - 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 - 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 - 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" MAXIMUM LATERALLY FROM TURNING SPACE. IN ADDITION, THE PEDESTRIAN PUSHBUTTON MUST ALSO BE 5'-0" MINIMUM DISTANCE FROM THE CURB RAMP AND 2"-0" MINIMUM DISTANCE BETWEEN A CATCH BASIN AND THE PEDESTRIAN PUSHBUTTON. ### 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. ### 12. SIDEWALKS - NOTES THE AREA CONSIDERED TO BE THE "PEDESTRIAN ACCESSIBLE ROUTE" - 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. - 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. 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. 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. ### 18. GRADE BREAKS - 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. 19. FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE. 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. 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. 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. ## DETECTABLE WARNING SURFACE (DWS) INSTALLATION INSTRUCTIONS ### 1. SAW CUT EXISTING CURB RAMP SURFACE WHERE THE DWS WILL BE PLACED 2. REMOVE EXISTING CONCRETE FROM THIS AREA. 3. REPLACE AND COMPACT ANY DISTURBED AGGREGATE SUBBASE. 4. 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. 5. LAY OUT AND PROPERLY FIT EACH UNIT PRIOR TO SETTING IN WET CONCRETE. ### 6. CUT UNITS AS NECESSARY ALONG PERIMETER OF DETECTABLE WARNING SURFACE 7. PLACE UNITS ACROSS THE ENTIRE WIDTH OF THE CURB RAMP SURFACE AND/OR WHERE THE CURB IS FLUSH. 8. PRESS UNITS INTO FULL CONTACT WITH THE FRESH CONCRETE. 9. ADJUST HEIGHT OF EACH UNIT EDGE TO BE LEVEL WITH ADJACENT RAMP SURFACES. 10. ONLY TRUNCATED DOMES SHOULD BE ABOVE THE ADJACENT FINISHED CONCRETE. 11. FILL ANY SAW CUT GAPS WITH APPROVED JOINT SEALANT MATERIAL. ## DWS NOTES: – 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. ## 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. ## DOME ALIGNMENT: – 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. - WHERE DOMES ARE ARRAYED RADIALLY THEY MAY DIFFER IN DOME DIAMETER AND CENTER-TO-CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET. ## COLOR REQUIREMENTS: – 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. ## 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. EQUIVALENT SLOPES

ELEVATION

DETECTABLE WARNING SURFACE TRUNCATED DOME DETAILS

SECTION B-B CURB RAMP

CURB RAMP

CURB RAMP 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. —DEPRESSED CURB (TYP) (NOTE 4) ## NOTES: COUNTY ROAD CONCRETE VERTICAL CURB AND PAVEMENT DETAIL

CONTRACTION JOINTS @ 4

CLASS B CONCRETE

SECTION "A-A" ## \(\triangle \quad \triangle \quad \triangle \quad \triangle \ ___BITUMINOUS EXPANSION JOINTS @ 20'

SIDEWALK NOTES:

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

TYPICAL TRAFFIC SIGN FOOTING DETAIL N.T.S. 2. THERE SHALL BE A BROOM FINISH TO ENSURE A SLIP RESISTANT WEARING SURFACE IN ACCORDANCE WITH ADA. DEPRESSED CURB DETAIL SIDEWALK DETAIL N.T.S. 4" THICK (6" W/WWM @ DRIVEWAY)

DRIVEWAY APRON DETAIL N.T.S.

SIGN DETAIL N.T.S.

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

R6-1 36"x 12"

STOP SIGN DETAIL N.T.S. ONE WAY SIGN N.T.S.

R1-1 30"x 30"

STOP BAR DETAIL N.T.S.

PAVEMENT SECTION CROSSWALK STRIPING DETAIL

FIRE LANE MARKING AND STRIPING DETAIL 4" WIDE YELLOW UPPERCASE LETTERING, 2' HIGH MIN. NOTE: FIRE LANES AND SIGNS SHALL BE IN ACCORDANCE WITH JACKSON TOWNSHIP FIRE CODE CHAPTER 61-7E 12"x18" R7–8 HANDICAPPED SIGN (USDOT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)

PARKING

'AN ACCESSIBLE GREEN ARROW

TOW-AWAY ZONE HANDICAPPED SIGN DETAIL

SPEED LIMIT 25 SIGN

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.

HANDICAP SIGN MOUNTING DETAIL

1/2" RADIUS

1/2" PREFERRED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPEC'S M-33. TO BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR BASE COURSE.

NOTES:

### 1. CONCRETE TO BE NJDOT CLASS "B" (AIR ENTRAINED) . 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. DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. CONCRETE VERTICAL CURB N.T.S.

HANDICAP PARKING SPACE STRIPING DETAIL ~TYPICAL METAL SIGN FOUND IN U.S.D.O.T. MANUAL ON UNIFORM TRAFFIC DEVICES

## TRAFFIC CONTROL SIGN DETAIL ## CONSTRUCTION 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. ===== PAGE 14 ===== 2 #6 DEFORMED BARS, LENGTH= 1 1/2 X DIAMETER OF PIPE

TO BE CARRIED TO FIRM BEARING BELOW FROST LINE END VIEW OF INLET END ONLY

PLAN

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

HEADWALLS IN CUBIC YARDS			APRONS IN CUBIC YARDS
PIPE SIZE	CORR. METAL	REIN. CONC.	APRONS IN CUBIC YARDS
12"	1.4 CY	1.4 CY	0.2 CY
15"	1.7	1.7	0.2
18	2.1	2.1	0.3
21"	2.5	2.5	0.4
24"	2.9	2.9	0.5
27"	3.3	3.4	0.6
30"	3.7	3.8	0.7
36"	4.7	4.8	0.9
42"	5.8	6.3	1.2
48"	7.6	8.4	1.5
54"	9.7	10.7	1.8
60"	12.2	13.4	2.1
66"	15.0	16.4	2.5
72"	18.1	19.9	3.0

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

B 4 I.T.S.

GENERAL NOTES

A 4

A 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.

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. SECTION A—A THROUGH INVERT DETAIL

6" IF CONCRETE OR CONCRETE BLOCK 8" IF CONCRETE BRICK TYPE "E" INLET 🏠

SECTION B-B TERMINAL INVERT DETAIL "O" RING FLEXIBLE WATERTIGHT RUBBER GASKET JOINT AS PER ASTM C443

STORM DRAINAGE MANHOLE

SECTION A-A

A 3/4" DIA. STEEL ROUND STOCK (TYP.) 6" 6" IF CONCRETE OR CONCRETE BLOCK 8" IF CONCRETE BRICK TRASH RACK DETAIL WEIR ORIFICE ANCHOR BOLT (SEE DETAIL)

FRONT ELEVATION GENERAL NOTES 1. FOOTER AND INVERT TO BE NJDOT CLASS "B" CONCRETE. 1' to 4' SECTIONS AS NEEDED CASTING TO BE CAMPBELL FOUNDRY NO. 26 OR EQUIVALENT . PROVIDE ALUMINUM LADDER RUNGS 18" O.C SECTION A-A ＡＡＡＡＡＡ

. 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 47-3/4" PLAN

SECTION A-A THROUGH INVERT DETAIL Type 'P' ECO - PHASE WEIGHT OF PLATE = 300 LBS

FRONT

OVERFLOW GRATE— ཀ་ཤཱི་ཡཾ་ཏ

12" Thick Stone Footing

Part No. DS-231Cast Iron DS-232 Ductile Iron ## HALF SECTION | HALF SECTION SHAPED BEDDING GRANULAR BEDDING SECTION B-B OUTLET STRUCTURE N.T.S. CLASS "C" ORDINARY BEDDING ELEV. 117.20

FIRST TWO LIFTS — SHOVEL TAMPED REMAINING LIFTS — USE PEUMATIC TAMPER IF IN SAND USE VIBRATORY COMPACTOR

N.T.S.

SHEETING IF USED — UNDISTURBED EARTH

STORM SEWER PIPE BEDDING TYPE B INLET 3. SEE INLET TYPE B AND TYPE C CASTING DETAIL. SECTION B-B TERMINAL INVERT DETAIL 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.

1/2" REMOLDED JOINT FILLER

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."

FRONT ELEVATION DURA SLOPE™ TRENCH DRAINS

HINGE ASSEMBLY NTS N.T.S.

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. CONCRETE FOOTING COMPACT SUBGRADE GATE WITH GALVANIZED HINGES 4" SOLID CONC. CAP, BEVELED FLUSH CURB #3 BAR 16" O.C. HORZ. #4 BAR 3' O.C. HORZ.

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

6 YARD TRASH BIN

PLAN VIEW DUMPSTER ENCLOSURE REVISION DRAWN CHECKED RELEASED

PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J. CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS SERVE SPECIALISTS ARCHITECTS 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223 ===== PAGE 15 =====

BALL / GATE ## □ 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.

VIRGIN GROUND 3500 PSI CONCRETE 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. 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 ## SEWER SERVICE LATERAL N.T.S. N.T 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.

VALVE BOX: BINGHAM & TAYLOR MODEL 4908. TOP SECTION AND COVER: BINGHAM & TAYLOR MODEL 54-S OR EQUAL MARKED "WATER."

STANDARD MANHOLE

ITEM	DESCRIPTION	CATALOG NUMBERS AND SIZES
ITEM	DESCRIPTION	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: N.T.S.

CURB BOX MUST BE LOCATED IN PLANTER AREA BETWEEN SIDEWALK AND CURB, CURB BOX IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. NOTE: SHOULD NO CURBING EXIST, A 2'x2'x6" CONCRETE COLLAR SHALL BE CONSTRUCTED.

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 DETAIL A N.T.S

CONCRETE BLOCK (TYP.) — . 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. ## EV200 Series The original Bosch EV200 Series will work with all electric vehicles in North America, providing unparalleled value and reliability. The weather-resistant housing is suitable for indoor or outdoor installations. With 16- and 30-amp options and a cable length up to 25 feet, there is a Bosch EV200 Series to perfectly match your charging needs. Charge at up to 7.2 kW for larger EV batteries, reducing overall charging time compared to the factory 110V cordset. Bosch has engineered Bosch Level 2 EV Charger to meet or exceed SAE J1772, NEC 625 and NEMA 3R standards. Bosch EV200 Series has earned cUL and UL listing with integrated safety features that protect the driver and vehicle.

EV200 Series Specifications	30A/18V cable	30A/25V cable
Part No.	EL-61253-A	EL-61254-A
Amperage	30 Amps	30 Amps
Voltage	208 VAC - 240 VAC	208 VAC - 240 VAC
Cable Length	18 ft	25 ft
Weight	14 lbs	17 lbs
Dimensions	16" x 14" x 5"	16" x 14" x 5"
Input/Output Power	7.2 kW	7.2 kW
Enclosure	NEMA Type 3R, indoor/outdoor	NEMA Type 3R, indoor/outdoor

ELECTRIC CAR CHARGER STATON DETAIL N.T.S.

1/4" THICK BLACK POWDER COATED ALUMINUM POST ## EV 200 MOUNTING POST 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

## CONSTRUCTION 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. CIVIL ENGINEERS LAND SURVEYORS PLANNERS PLANNERS LANDSCAPE ARCHITECTS LANDSCAPE ARCHITECTS RESERVE SPECIALISTS VE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223 15 ===== PAGE 16 ===== MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)

TYPE	PIPE SIZE
TYPE	4"	6"	8"	10"	12"	14"	16"	18"	20"
TEES, VALVES AND DEAD ENDS	34	49	54	78	92	106	120	134	148
90° BEND	27	37	49	59	69	79	89	97	107
45° BEND	12	16	21	25	29	33	37	41	45
22-1/2° BEND	6	8	10	12	14	16	18	20	22
11-1/4° BEND	3	4	5	6	7	8	9	10	11

## NOTES: 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 OBSTRUCTION

1. WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN. 2. WATER MAIN SHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINTS SHALL BE MECHANICAL JOINT OR PUSH-ON AND ALL FITTINGS BE MECHANICALLY JOINT CAST IRON. 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 DIRECTION CHANGE. 5. MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6". 6. TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE THRUST DEVELOPED AT 100 PSI WORKING PRESSURE. MEGALUG RESTRAINT ALSO ACCEPTABLE IN PLACE OF TIE RODS. ## 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 D-2A D-2A D-2A ## UTILITY CROSSING DETAIL N.T.S.

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 ## SECTION VIEW ## MANHOLE FRAME AND LID

N.T.S.

PLAN VIEW FORD RECTANGULAR PIT COVER W/ EXTENSION PLATE RM-1T 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 WALL SLEEVE WATERSTOP & LINK SEAL OR APPROVED EQUAL, SIZED TO SUIT WATER MAIN AT ALL PENETRATIONS

N.T.S.

FOR 1 ½" METERS OR LARGER

BUILDING FOUNDATION

NOTES: ## COUNTY ROAD TRENCH RESTORATION 1. 6" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS. 2. AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 2" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING HOT MIX ASPHALT 12.5M64 SURFACE COURSE. 3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT. 4. ALL TRENCHES TO BE SAW CUT.

6" HOT MIX ASPHALT 19M64 BASE COURSE SUITABLE BACKFILL (TYP.) TRENCH WIDTH VARIES PIPE BEDDING SEE GENERAL NOTE #1 ## 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. 3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT IF REQUIRED. 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. 4. ALL TRENCHES TO BE SAW CUT.

SUITABLE BACKFILL TRENCH WIDTH VARIES PIPE BEDDING SEE GENERAL NOTE #1 GENERAL NOTES: 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.

TO PROPOSED INLET (SEE PLAN ROOF LEADER DETAIL N.T.S. N.T.S.

## TRENCH RESTORATION

PLAN VIEW

N.T

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. N.T.S ## SCOUR HOLE OUTLET PROTECTION BINGHAM & TAYLOR 5-1/4" NO. 4908 VALVE BOX TOP SECTION AND COVER SIZE NO. 54-S OR EQUAL LID MARKED "WATER" SET ON 6" OF 3/4" STONE

21' MAX (SEE PLAN) WATER MAIN 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 CURB BOX MUST BE LOCATED IN PLANTER AREA BETWEEN SIDEWALK AND CURB. CURB BOX IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. NOTE: SHOULD NO CURBING EXIST, THE AUTHORITY WILL DETERMINE WHETHER OR NOT A 2'x2'x6" CONCRETE COLLAR BE CONSTRUCTED.

CONCRETE BLOCK

N.T.

BASIN ACCESS DRIVE 1" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP ## WATER SERVICE CONNECTION N.T.S.

N.T.S. BASIN CROSS SECTION EMERGENCY SPILLWAY 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 AND CONSTRUCTION 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.

CIVIL ENGINEERS RESERVE SPECIALISTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223 ===== PAGE 17 ===== ## 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. 2. Mulch Nettings – Staple paper, jute, cotton, or plastic nettings to the soil surface. Use a degradable netting in areas to be mowed. 3. 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. 4. 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 Note – All names given above are registered trade names. This does not constitute a recommendation of these products to the exclusion of other products. 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. 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. ## Methods and Materials 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. Sod should be of uniform thickness, typically 5/8 inch, plus or minus 1/4 inch, at time of cutting (excludes top growth.). 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. 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. 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. 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. 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. C. Install needed erosion control practices or facilities, such as diversion ditches, grade stabilization structures, channel stabilization measures, sediment basins, and waterways. ### 2. Soil Preparation 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. 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. 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. 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. ### 3. Sod Placement 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. B. Place sod strips with snug, even joints that are staggered. Open spaces invite erosion. 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). ### E. Surface water cannot always be diverted from flowing over the face of the slope, but a capping 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. 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. 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. ## Topsolling ## Methods and Materials ## Materials 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. 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. ### 2. Stripping and Stockpiling A. Field exploration should be made to determine whether quantity and or quality of surface soil justifies stripping. 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. E. Stockpiles of topsoil should be situated so as not to obstruct natural drainage or cause off-site environmental damage. 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. ### 3. Site Preparation 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. B. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application and anchoring, and maintenance. 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. #### D. Prior to topsoiling, the subsoil shall be in compliance with the Standard for Land Grading, pg. 19–1 E. Employ needed erosion control practices such as diversions, grade stabilization structures, channel stabilization measures, sedimentation basins, and waterways. See Standards 11 through 42. 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). ### A. Applying Topsoil 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). 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. ##1Friable means easily crumbles in the fingers, as defined in most soils texts 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. ## Construction Specifications for Infiltration Structures A back-up drainage system must be provided in case infiltration capacity fails or is exhausted. 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. 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. 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. ## Maintenance for Infiltration Structures 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. 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. ## SOIL EROSION AND SEDIMENT CONTROL NOTES REV: FEBRUARY 19, 2019 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. 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 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. 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. 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. 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. 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. 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. 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. 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 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 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. 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. 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 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. ## TEMPORARY VEGETATIVE MATERIALS COVER FOR SOIL STABILIZATION ## Site Preparation 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 structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42. 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. 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. ### 2. Seedbed Preparation 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. 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 disking operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared. C. Inspect seedbed just before seeding. If traffic has left the soil compacted, the area must be retilled in accordance with the above. 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. A. Select seed from recommendations in Table 7-2. ## ABLE 7-2 EMPORARY VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, DATES AND DEPTH.

SEED SELECTIONS	SEEDING RATE $ 1 $ (pounds)		OPTIMUM SEEDING DATE $ 2 $ Based on Plant Hardiness Zone $ 3 $			OPTIMUM SEED DEPTH $ 4 $ (inches)
SEED SELECTIONS	Per Acre	Per 1000 Sq. Ft.	ZONE 5b, 6s	ZONE 6b	ZONE 7a, b	OPTIMUM SEED DEPTH $ 4 $ (inches)
COOL SEASON GRASSES
1. 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
2. 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
3. Winter Barley	96	2.2	8/1-9/15	8/15-10/1	8/15-10/15	1.0
4. 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
5. Winter Cereal Rye	112	2.8	8/1-11/1	8/1-11/15	8/1-12/15	1.0
WARM SEASON GRASSES
6. Pearl millet	20	0.5	6/1-8/1	5/15-8/15	5/1-9/1	1.0
7. Millet (German or Hungarian)	30	0.7	6/1-8/1	5/15-8/15	5/1-9/1	1.0

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 ## ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL NOTES FOR PROJECTS WITH BASINS 1. Basin must be properly constructed and permanently stabilized, and conduit outle protection installed, prior to the drainage system becoming operational. ### 2. The Standards for Soil Erosion and Sediment Control have specific requirements for topsoiling the installation of soil temporary and/or permanent vegetative 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. 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. ## OWNER: 450 BUSINESS PARK LLC 1043 BEDFORD AVE., SUITE 102 BROOKLYN, NY 11216 ## DUST CONTROL AND WIND EROSION 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. Table 16-1 Dust Control Materials

MATERIAL	WATER DILUTION	TYPE OF NOZZLE	APPLY GALLONS/ACRE
Anionic asphalt emulsion	7:1	Coarse Spray	1200
Latex emulsion	12.5:1	Fine Spray	235

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 Acidulated Soy Bean Soap Stick None Coarse Spray 1200 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.

TABLE 4-3

Sprinkling - Site is sprinkled until the surface is wet. 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. 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. Stone – Cover surface with crushed stone or coarse gravel.

PERMANENT VEGETATIVE MIXTURES, PLANTING RATES AND PLANTING DATES1
SEED MIXTURE2	PLANTING RATE/ β		PLANTING DATES.									REMARKS	P
			O = Optimal Planting period A = Acceptable Planting period
			PLANT HARDINESS ZONES (see Figure 4-1)
			Zone Sh, 6a			Zone 6b			Zone 7a, 7b
	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
WARM SEASON
SEED MIXTURES
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
	15	.35
	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.
	20	.45
	10	.25
	10	.25
3. Switchgrass Deertongue Little Bluestem Sheep fescue plus Partridge pea	15	.35		O			O			O		C-D	Pinelands mixture.
	10	.25
	20	.45
	20	.45
	10	.25
4. Switchgrass Big Bluestem Little Bluestem Sand lovegrass Coastal panicgrass	10	.25		O			O			O		C-D	Native warm-season mixture.
	5	.10
	5	.10
	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
5. Bermudagrass Zoysiagrass (seed) Zoysiagrass (sprigs)	30	0.70
COOL SEASON													General low-maintenance mixture.
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.
	50	1
	20	.5
	10	.25
	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.
	30	.7
	25	.60
9. Deertongue Redtop Wild rye (Elymus)	20	.45										C-D	Native wet mix.
	2	.05
	15	.35

## Table 4-2 Permanent Stabilization Mixtures for Various Uses ## Application PLANTING MIXTURES BY SOIL DRAINAGE CLASS1 (see Table 4-3)

Application	(see Table 4-3)
Application	Excessively Drained	Well to Moderately Well Drained	Somewhat Poorly to Poorly Drained
Residential/commercial lots	10, 12, 15	6, 10, 12, 13, 14, 15	16
Pond and channel banks, dikes, berms and dams	2, 5, 6, 10	5, 6, 7, 8, 9, 15	2, 8, 16, 17
Drainage ditches, swales, detention basins	2, 9, 11	2, 7, 9, 11, 12, 17	2, 9, 16, 17
Filter Strips	12	11, 12	11, 12
Grasses waterway, spillways	2, 3, 9, 10, 12	6, 7, 9, 10, 11, 12	2, 9, 11, 12
Recreation areas, athletic fields	5, 12, 15, 18	12, 13, 14, 15, 18	16
Special Problem Sites
Steep slopes and banks, roadsides, borrow areas	2, 3, 4, 6	2, 3, 5, 7, 8, 9, 10, 15, 18	2, 9, 10, 11, 12
Sand and gravel pits, Sanitary landfills	1, 2, 3, 4, 6, 20	1, 2, 3, 4, 5, 6, 8, 15, 20	2, 8
Dredged material, spoilbanks, Borrow areas	2, 3, 6, 20	2, 3, 6, 11	2, 8
Streambanks & shorelines2	2, 8, 20, 21a	2, 8, 19b, 20, 21a, 21b	2, 8, 19a, 21a,b,c,d
Utility rights-of-way	3, 7, 180	3, 7	8, 9, 17

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

10. Tall fescue (turf-type)\nPerennial ryegrass\nor\nWhite clover (see note at right)

265\n20\n40\n5

6\n5\n25\n.10

C-D

white clover can be excluded on lawn sites

11 Kentucky Bluegrass\nTurf-type Tall fescue

45\n45\n22

0.33\n1\n5

C-D

Filter strip use for nutrient uptake.

12. Turf-type Tall fescue (Blend of 3 cultivars)

350

C-D

Use in a managed filter strip for nutrient uptake.

13. Hard Fescue and/or Chewing fescue and/or Strong creeping red fescue\nPerennial ryegrass\nKy. bluegrass (blend)

175\n45\n45

4\n1\n1

A-C

General lawn/recreation.

14. Tall fescue\nKy. bluegrass (blend)\nPerennial ryegrass (blend)

265\n20\n20

6\n0.50\n0.50

A-B

Athletic field/ 3 cultivar mix of Kentucky Bluegrass.

15. Hard fescue\nChewings fescue\nStrong Creeping red fescue\nPerennial ryegrass

130\n45\n45\n10

3\n1\n1\n.25

C-D

Low-maintenance fine fescue lawn mix.

16. Rough bluegrass\nStrong Creeping red fescue

90\n130

2.0\n3

C-D

Moist shade.

17. Creeping bentgrass\nCreeping red fescue\nAlkali saltgrass

45\n45\n45

1\n1\n1

B-D

Use bentgrass under wetter conditions.\nSaltgrass will only persistent under saline conditions.

18. Hard or Sheeps fescue\nN. E. wildflower mixture

25\n12

0.60\n0.35

C-D

Regional Wildflower mix\nHydroseeding not recommended.

19. a. Smooth cordgrass\nb. Saltmeadow cordgrass

veg\nveg

Before July 1

Planted in the intertidal zone.\nPlanted above mean high tide.

20. American Beachgrass\nCoastal Panicgrass

Veg\n20

.45

Before April 1

Coastal Panicgrass may be interseeded between rows of beachgrass

21. a. Purpleosier willow\nb. Dwarf willow\nc. Redosier dogwood\nd. Silky dogwood

veg\nveg. veg.

Before May 10

Before May 1

Also refer to Chapters 16 and 18 of USDA NRCS Engineering Field Handbook

Table 4-3 Footnotes: 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). ## Methods and Materials 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. 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. = optimal planting period A = acceptable planting period ### 4. Maintenance Level: B: Frequent mowing, (4-7 days), occasional fertilization, lime and weed control (Examples - home lawns, commercial sites, school sites). A: Intensive mowing, (2-4 days), fertilization, lime, pest control and irrigation (Examples – high-maintenance lawns, commercial and recreation areas, public facilities). C: Periodic mowing (7-14 days), occasional fertilization and lime (Examples - home lawns, parks). D: Infrequent or no mowing, fertilization and lime the first year of establishment (Examples - roadsides, recreation areas, public open spaces) 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. ## MAINTAINING VEGETATION ## STABILIZATION WITH MULCH ONLY ## Site Preparation ## The degree of preventative maintenance needed depends upon the type of vegetation and its proposed function or use B. Synthetic or organic soil stabilizers may be used under suitable conditions and in quantities as recommended by the manufacturer. A preventative maintenance program anticipates requirements and accomplishes work when it can be done with least effort and expense to insure adequate vegetative cover. D. Mulch netting, such as paper jute, excelsior, cotton, or plastic, may be used. E. Woodchins applied uniformly to a minimum depth of 2 inches may be used. Woodchins will ## Protective Materials 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. 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. structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42. 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. 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 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 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. 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 feet long. C. Crimper Mulch Anchoring Coulter Tool – A tractor-drawn implement especially designed to 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 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. 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. 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. 1. Applications should be heavier at edges where wind catches the mulch, in valleys, and 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. 2. Use one of the following: a. Organic and Vegetable Based Binders – Naturally occurring, powder based. 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. 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. 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 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 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/ 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. shall be applied at rates and weather conditions recommended by the manufacturer. Synthetic Binders — High polymer synthetic amulsion, 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 a rates and weather conditions recommended by the manufacturer and remain tacky until germination of grass. ## CONSTRUCTION SEQUENCE 1. CONTACT OCEAN COUNTY SOIL CONSERVATION DISTRICT A MINIMUM OF 48 HOURS PRIOR TO ANY SOIL DISTURBANCE. INSTALL THE STABILIZED CONSTRUCTION ENTRANCE. INSTALL SILT FENCE AND TREE PROTECTION FENCE. 3. INSTALL SILT FENCE AND TREE PROTECTION FENCE. CLEAR AND GBUIR ALL TREES IN THE AREA OF PROPOS CLEAR AND GRUB ALL TREES IN THE AREA OF PROPOSED CONSTRUCTION. CONSTRUCT BASIN OUTFLOW PIPES AND STRUCTURES CONSTRUCT BASIN OUTFLOW PIPES AND STRUCTURES. STRIP TOPSOIL AND STOCKPILE WHERE SHOWN. TEMPORARILY STABILIZE STOCKPILES WITH SEED. GENERAL AND PRELIMINARY GRADING FOR THOSE AREAS TO BE DEVELOPED. CONSTRUCT PROPOSED STRUCTURES AND STORMWATER FACILITIES. 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 10. INSTALL SUB-BASE COURSE IMMEDIATELY FOLLOWING PRELIMINARY GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE PAVEMENT AREA. INSTALLATION OF IMPROVEMENTS IN ORDER TO STABILIZE PAVEMENT AREA. 11. FINE GRADE ALL PAVEMENT AREAS. 11. FINE GRADE ALL PAVEMENT AREAS. 12 INSTALL GRAVEL DRIVEWAY 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. STABILIZE THE SITE WITH PERMANENT VEGETATIVE COVER AND LANDSCAPING. 16. REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. 17. CONTACT OCEAN COUNTY SOIL CONSERVATION DISTRICT FOR FINAL INSPECTION.

## 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. CIVIL ENGINEERS

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

===== PAGE 18 ===== METHODS OF DEWATERING SEDIMENT BASINS The dewatering methods shown here are inexpensive and operate automatically. METHOD COMMENTS

CROSS-SECTION

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

ELEVATION

CROSS-SECTION

Elev. of top of conduit 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

Percent Slope of Roadway	Length of Stone Required
Percent Slope of Roadway	Coarse Grained Soils	Fine Grained Soils
0 to 2%	50 ft	100 ft
2 to 5%	100 ft	200 ft
>5%	Entire surface stabilized with Hot Mix Asphalt Base Course, Mix I-21

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

Click the back button or the Left Arrow on your Browser to return to the site.

INLET SEDIMENT CONTROL STRUCTURE NOT TO SCALE

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.

not to scale

0.7 Staples per SQ.YD.

Use ECMDS\circledR for more accurate staple pattern selection.

5401 St. Wendel - Cynthia Rd. PH: 800-722-2040 Poseyville, IN 47633 www.nagreen.com

FLOATING RISER DETAIL 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

1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223 ===== PAGE 19 =====

TEMPORARY TOPSOIL STOCKPILE DETAIL N.T.S.

HIGH SNOW FENCE WITH OST DRIVEN INTO GROUND VERY 6' O.C. AT ALL HANGES OF DIRECTION. SINGLE TREE ## MULTIPLE TREES NOTES: 1. NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING. 2. AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED BY THE LANDSCAPE ARCHITECT.

3. 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

Figure 9-2 - Removal of “V” Crotch Limb ESTIMATE A TREE'S PROTECTED ROOT ZONE (PRZ) BY CALCULATING THE CRITICAL ROOT RADIUS (CRR)

MEASURE THE DHB (DIAMETER OF TREE AT BREAST HEIGHT, 4.5 FEET ABOVE GROUND ON THE UPHILL SIDE OF TREE) IN INCHES. MULTIPLY MEASURED DHB BY 1.5 OR 1.0. EXPRESS THE RESULT IN FEET. DBH X 1.5: CRITICAL ROOT RADIUS FOR OLDER, UNHEALTHY OR SENSITIVE SPECIES. DBH X 1.0: CRITICAL ROOT RADIUS FOR YOUNGER, HEALTHY OR TOLERANT SPECIES. 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]

===== PAGE 20 =====

## LEGEND

75	EXISTING CONTOUR
[F5]	PROPOSED CONTOUR
x (87.5)	EXISTING SPOT ELEVATION
75.42 x	PROPOSED SPOT ELEVATION

PROPOSED STORM SEWER F.F. 75.00 PROPOSED FINISH FLOOR ELEVATION → DIRECTION OF SURFACE WATER FLOW PROPOSED TREELINE LIMIT OF DISTRUBANCE —— x —— x —— SILT FENCE —〇———〇—— TREE PROTECTION FENCE 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 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 LANDSCAPE ARCHITECTS RESERVE SPECIALISTS RESERVE SPECIALISTS ARCHITECTS FWHASSOCIATES.COM 1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223 ===== PAGE 21 =====

SOIL DE-COMPACTION AND TESTING REQUIREMENTS 1. 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. A. SOIL COMPACTION TESTING REQUIREMENT 2. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOIL EROSION CONTROL PLAN. 3. 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. 4. 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. 3. 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. C. PROCEDURES FOR SOIL COMPACTION MITIGATION 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. 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.

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

RECORD DEPTH OF PENETRATION WHEN WIRE DEFORMS; MINIMUM DEPTH OF 6" TO PAST TEST. EITHER PREMEDITATE OR PERFORM THE NEXT TEST. 當期貨物 6" MIN. VISIBLE MARK ON WIRE AT DEPTH

PROBING WIRE TEST 15.5 GA. STEEL WIRE (SURVEY FLAG) GAGE READING 300 PSI OR LESS AT 6" 6" MIN. VISIBLE MARK ON WIRE AT DEPTH

N.T.S. USE CORRECT SIZE TIP FOR SOIL TYPE 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

===== PAGE 22 =====

TY.	BOTANICAL NAME	COMMON NAME	DESCRIPTION/COMMENTS
	SHADE TREES
6	Acer rubrum "Autumn Flame"	Autumn Flame Maple	2 - 2 1/2" cal., 12'-14' ht., BB., remove branches to 7' ht.
1	Nyssa sylvatica	Blackgum	2 - 2 1/2" cal., 12'-14' ht., BB., remove branches to 7' ht.
3	Quercus phellos	Willow Oak	2 - 2 1/2" cal., 12'-14' ht., BB., remove branches to 7' ht.
8	Tilia cordata "Greenspire"	Greenspire Little Leaf Linden	2 - 2 1/2" cal., 12'-14' ht., BB., remove branches to 7' ht.
	EVERGREEN TREES
9	Juniperus virginiana 'Idyllwild'	Idyllwild Eastern Red Cedar	5'-6' ht., BB.
9	Ilex opaca	American Holly	6'-8' ht., BB.
9	Picea abies	Norway Spruce	6'-8' ht., BB.
4	Pinus virginiana	Virginian Pine	6'-8' ht., BB.
1	Thuja standishii x plicata "Green Giant"	Green Giant Arborvitae	6'-8' ht., BB.

removed	Tree replacement requirement per Township of Jackson
removed	Chapter 405, Replacement trees 405-9, A-D
removed	Total trees to be removed			56 trees
removed	Replacement tree calculation
removed	Number of Trees to be Removed Per Acres $405-502(1)	Size/Diameter (inches)	Number of Replacement Trees	Size of Replacement Trees	TOTAL NUMBER OF REPLACEMENT TREES	TOTAL DOLLAR AMOUNT
removed	20	Greater than 8 up to 10	1	2 to 2.102	$240	240 × 26 = 58,240 < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > removed < /td > < td style = 'text-align: center; word-wrap: break-word;' > 17 < /td > < td style = 'text-align: center; word-wrap: break-word;' > Greater than 10 up to 16 < /td > < td style = 'text-align: center; word-wrap: break-word;' > 2 < /td > < td style = 'text-align: center; word-wrap: break-word;' > 2 to 2.102 < /td > < td style = 'text-align: center; word-wrap: break-word;' >450	450 × 17 = 58,160 < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > removed < /td > < td style = 'text-align: center; word-wrap: break-word;' > 7 < /td > < td style = 'text-align: center; word-wrap: break-word;' > Greater than 16 up to 23 < /td > < td style = 'text-align: center; word-wrap: break-word;' > 2 < /td > < td style = 'text-align: center; word-wrap: break-word;' > 3 < /td > < td style = 'text-align: center; word-wrap: break-word;' >840	840 × 7 =5,880
removed	3	Greater than 23 up to 30	4	3.12/10.4	$1,680	$1,680 \times 3 = $5,040
removed	3	Greater than 30	5	3.12/10.4	$2,100	2,100 × 3 =6,300
removed	Number of replacement trees required			=101 replacement trees
removed	Trees to be planted (not including 6 street trees)			=74 trees to be planted
removed	Net tree replacement total			=27 replacement trees
removed	Tree replacement cost (per 405-8,D) 25 per tree × 27 trees < /td > < td colspan = "3" > =625 tree replacement cost
removed	removed
removed	removed
removed	removed
removed
removed