Block 4602 Lot 4 Kitay, Peter Z 473 N County Line Rd Jackson, NJ 08527

Klee, Owen, Little & Assoc. 443 Atlantic City Boulevard Beachwood, NJ 08722

D.C. Planning Board 29 Hooper Avenue Toms River, NJ 08753

ALL STRUCTURES TO BE SET ON A COMPACTED BASE, MIN. 6" THICK OF CLEAN CRUSHED STONE CONFORMING TO NJDOT #57 COARSE AGGREGATE.

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.

ALL STORM STRUCTURES TO BE PRECAST REINFORCED CONCRETE UNLESS OTHERWISE APPROVED BY THE ENGINEER.

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.

EXISTING USE: COMMERCIAL BUILDING WITH OUTBUILDINGS

PROPOSED USE: CONTRACTOR WAREHOUSE

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.

THE AUTHORITY SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF SEWER INSTALLATION. NO SEWERS SHALL BE INSTALLED WITHOUT INSPECTION BY THE AUTHORITY'S ENGINEER.

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.

ALL TELEPHONE, ELECTRIC AND GAS LINES WILL BE INSTALLED UNDERGROUND. CROSSINGS OF PROPOSED PAVEMENT WILL BE INSTALLED PRIOR TO THE CONSTRUCTION OF PAVEMENT BASE COURSE. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISION OF ALL APPROPRIATE SAFETY DEVISED AND TRAINING REQUIRED.

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.

THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY INCLUDING PROVISIONS OF ALL APPROPRIATE SAFETY DEVISED AND TRAINING REQUIRED.

ALL JOINTS SHALL BE PUSH ON SINGLE GASKET OR MECHANICAL JOINT SINGLE GASKET CONFORMING TO AWWA C111.

GATE VALVES SHALL BE COMPOSED OF A DUCTILE IRON BODY WITH RESILIENT WEDGE TYPE GATES.

ALL VALVE BOXES MUST BE CENTERED ON VALVE AND MUST BE SET TO FINISHED GRADE.

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.

ALL PIPES AND FITINGS THAT WILL BE INSTALLED AT A DEPTH OF 16 FEET OR MORE SHALL BE C-900.

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.

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.

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.

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.

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.

SIZE OF THE SEWER LATERAL LINES ARE TO BE 4", UNLESS OTHERWISE SPECIFIED.

ALL SANITARY LATERALS ARE TO BE SCHEDULE 40 PVC.

3" WIDE DETECTION TAPE WITH ALUMINUM CORE IS REQUIRED TO BE INSTALLED ABOVE ALL PROPOSED SANITARY SEWER IMPROVEMENTS.

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.

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.

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.

ALL THRUST BLOCKS WILL BE CALCULATED IN THE FIELD AND WILL BE FOUNDED ON VIRGIN SOIL.

ALL FITTINGS SHALL BE CEMENT LINED DIP WITH MECHANICAL JOINTS ENDS AND RETAINER GLANDS UNLESS OTHERWISE NOTED.

THE AUTHORITY SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE ANY CONSTRUCTION IS TO COMMENCE ON THE WATER SYSTEMS.

ALL WATER SERVICES ARE TO BE 1" TYPE K COPPER INSTALLED WITH A MINIMUM DEPTH OF 5 FEET UNLESS OTHERWISE SPECIFIED.

3" WIDE DETECTION TAPE WITH ALUMINUM CORE IS REQUIRED TO BE INSTALLED ABOVE ALL PROPOSED WATERMAINS.

THE AUTHORITY WILL OWN, OPERATE AND MAINTAIN ALL PROPOSED WATERMAINS. THE WATER SERVICES WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNERS.

ALL WATER FACILITIES ON ADJACENT BLOCK 4801, LOT 24 SHALL BE COMPLETED PRIOR TO FINAL

CONSTRUCTION AND ACCEPTANCE OF THE PROPOSED WATER SYSTEM ON BLOCK 4801, LOT 25.

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

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

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

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.

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).

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%.

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.

ALL PRECAST DRAINAGE STRUCTURES SHALL CONTAIN REINFORCING STEEL AND BE DESIGNED FOR HS-20 LOADING.

ALL JOINTS SHALL BE MORTARED WITH 2:1 SAND MORTAR UNLESS OTHERWISE NOTED ON THE PLANS.

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.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA LAW AND STATE GOVERNING SAFETY CODES.

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.

MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH:

NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION". 2007: AS SUPPLEMENTED.

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.

CONSTRUCTION", 2007; AS SUPPLEMENTED. CURRENT PREVALING MUNICIPAL COUNTY

CURRENT PREVAILING MUNICIPAL, COUNTY, AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS, AND REQUIREMENTS.

REQUIREMENTS. C. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS.

CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS.

CURRENT MANUFACTURER SPECIFICATIONS, STANDARDS, AND REQUIREMENTS.

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.

THE SIZE AND LOCATION OF STRUCTURES WITHIN 200' ARE APPROXIMATE.

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.

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.

ALL TRAFFIC CONTROL, SIGNAGE AND STRIPING SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION, CHAPTER 108.

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.

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.

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.

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.

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.

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.

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.

PERMANENT STABILIZATION OF THE BASIN EMBANKMENTS INCLUDES THE TOP OF BANK.

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.

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.

THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION.

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.

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.

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.

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.

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.

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).

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.

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.

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.

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

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.

ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON-COMPLIANT AREAS AT THE GENERAL CONTRACTOR'S COST.

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.

THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA AND OTHER REQUIRED SUBMITTALS FOR REVIEW.

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.

THE CONTRACTOR SHALL DISPOSE OF ALL SOLID WASTE GENERATED BY HIS / HER OPERATION IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

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.

A PRIVATE COMPANY SHALL BE RESPONSIBLE FOR THE COLLECTION OF TRASH AND RECYCLABLE MATERIAL.

NO HAZARDOUS MATERIAL SHALL BE STORED ONSITE.

ALL EXISTING IMPROVEMENTS ONSITE SHALL BE REMOVED.

THE PROPERTY OWNER SHALL OWN AND MAINTAIN THE STORMWATER MANAGEMENT FACILITIES.

A FIRE HYDRANT SHALL BE LOCATED A MAXIMUM OF 100 FEET FROM THE FIRE DEPARTMENT CONNECTIONS.

AN IN-BUILDING EMERGENCY COMMUNICATION STUDY SHALL BE PERFORMED BY A 3RD PARTY PROVIDER PRIOR TO THE COMPLETION OF BUILDING CONSTRUCTION.