Grading Plot Plan Revision 3 Dated 7 7 2022 Signed

1. THESE PLANS REPRESENT THE OVERALL SITE WORK IMPROVEMENTS REQUIRED FOR THE PROJECT CONSTRUCTION. THE CONTRACTOR SHALL FURNISH, INSTALL, TEST, AND COMPLETE ALL WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. AS SUCH, THESE PLANS DO NOT COMPLETELY REPRESENT, NOR ARE THEY INTENDED TO REPRESENT, ALL SPECIFIC INSTRUCTIONS REQUIRED FOR SITE WORK CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING ALL IMPROVEMENTS DEPICTED ON THESE PLANS IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS, AND LAWS IN EFFECT AT THE TIME OF CONSTRUCTION. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR CONSTRUCTION IN ACCORDANCE WITH EXISTING LOCAL, COUNTY OR STATE REGULATIONS, OR ANY OTHER AGENCIES HAVING JURISDICTION IN THESE MATTERS. 3.THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THE LOCATION OF THE UTILITIES WITH THE UTILITY DEPARTMENTS PRIOR TO CONSTRUCTION. 4.THE DRAWINGS SHOW THE EXISTING CONDITIONS WHICH ARE LIKELY TO AFFECT THE PROSECUTION OF THE WORK INSOFAR AS THEY HAVE BEEN DETERMINED. THESE DRAWINGS SHOULD NOT BE USED FOR SCALING OF DIMENSIONS OR FOR DETERMINING RIGHT—OF—WAY AND PROPERTY LIMITS. 5.THE LOCATION OF EXISTING SUBSTRUCTURES AND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS OF SURFACE EVIDENCE AND CERTAIN INFORMATION CONTAINED IN THE PUBLIC RECORD AND RECORD DATA PROVIDED BY THE OWNER. THIS PLAN IN NO WAY REPRESENTS A GUARANTEE, EXPRESS OR IMPLIED, TO THE ACCURACY OF THESE PLOTTED LOCATIONS. ADDITIONALLY, THESE PLANS MAKE NO GUARANTEE THAT UTILITIES AND OTHER SUBSURFACE STRUCTURES ARE THE ONLY SUBSURFACE STRUCTURES. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER BRACING OF EXISTING UTILITIES AS MAY BE REQUIRED TO PREVENT DAMAGE DUE TO CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ARRANGE FOR PROPER BRACING OF ALL EXISTING UTILITIES, UTILITY POLES, AND OTHER STRUCTURES WITHIN THE VICINITY OF THE WORK WHICH MAY BE AFFECTED BY HIS OPERATIONS. ALL COST ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN THE VARIOUS UNIT PRICES BID FOR THE CONTRACT WORK. 7.THE COORDINATION OF THE LOCATION OR RELOCATION, WHERE REQUIRED, OF TELEPHONE, ELECTRIC, GAS, WATER,AND ETC. IS THE RESPONSIBILITY OF THE CONTRACTOR, AND THE SAME SHALL BE COORDINATED TO ENSURE COMPLETION

COORDINATION OF THE LOCATION OR RELOCATION, WHERE REQUIRED, OF TELEPHONE, ELECTRIC, GAS, WATER,AND ETC. IS THE RESPONSIBILITY OF THE CONTRACTOR, AND THE SAME SHALL BE COORDINATED TO ENSURE COMPLETION WITHIN THE TIME PERMITTED. 8.THE CONTRACTOR SHOULD NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON AND OR IF HEREON INAPPROPRIATE OR INEFFECTIVE. 9.EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO DISPOSE OF THE MATERIAL AT A SUITABLE LOCATION. DISPOSAL OF ALL MATERIAL, GRADING AND RESTORING THE DISPOSAL SITES, AND OBTAINING ANY PERMITS SHALL BE PERFORMED AT THE SOLE COST OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING IN ADVANCE OF PIPEWORK TO DETERMINE THE EXACT LOCATION, SIZE, TYPE, AND DEPTH OF EXISTING UTILITY NOTED ON THE DRAWINGS PRIOR TO CONSTRUCTION. EXCEPT FOR THE EXCAVATION OF TEST PITS AS NOTED ON THE DRAWINGS OR WHEN DIRECTED BY THE ENGINEER, NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK BUT SHALL BE INCLUDED IN THE VARIOUS UNIT PRICES BID FOR THE CONTRACT WORK, 11. THE CONTRACTOR SHALL SUPPLY AND ERECT NECESSARY WARNING SIGNS AND PROPER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” PUBLISHED BY THE U.S, DEPARTMENT OF TRANSPORTATION, AND IN COMPLIANCE WITH THE REQUIREMENTS OF THE (TOWNSHIP) POLICE DEPARTMENT. THE CONTRACTOR SHALL FURNISH FLAGMEN AS MAY BE REQUIRED TO MAINTAIN TRAFFIC, THE CONTRACTOR SHALL CONTACT THE POUCE DEPARTMENT PRIOR TO STARTING ANY WORK AND NOTIFY THEM OF HIS PROPOSED OPERATIONS. 12, THE CONTRACTOR SHALL BACKFILL AND PAVE ANY OPEN TRENCH AT THE END OF EACH DAY AND SHALL TAKE ANY NECESSARY PRECAUTION TO PROVIDE A SAFE AND ACCESSIBLE WORK AREA FOR VEHICULAR AND PEDESTRIAN TRAFFIC. ALL DRIVEWAYS, BUILDING ENTRANCES, AND SIDE STREETS ALONG THE CONSTRUCTION ROUTE TO THE MAXIMUM EXTENT PRACTICABLE. 14, ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS, AND WALKWAYS SHALL BE AND LOCAL LAWS AND REGULATIONS (WHICHEVER IS MORE STRINGENT.) 15. THE CONTRACTOR SHALL BRACE AND SUPPORT ALL EXISTING CURB IN THE IMMEDIATE VICINITY OF THE CONSTRUCTION WORK. PLANKS SHALL BE PLACED OVER CURBS TO PREVENT DAMAGE BY THE CONTRACTOR'S EQUIPMENT. ANY CURB WHICH IS DAMAGED, DISTURBED, OR REMOVED IN AREAS OTHER THAN WHERE THE

ATE VICINITY OF THE CONSTRUCTION WORK. PLANKS SHALL BE PLACED OVER CURBS TO PREVENT DAMAGE BY THE CONTRACTOR'S EQUIPMENT. ANY CURB WHICH IS DAMAGED, DISTURBED, OR REMOVED IN AREAS OTHER THAN WHERE THE PIPELINE CROSSES EXISTING CURBING, AS SHOWN ON THE DRAWINGS, SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. CURB SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON THE DRAWINGS. 16. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF NJ WORKERS HEALTH AND SAFETY ACT (N.J.A.C. 12:110 ET. SEQ.) AS AMENDED AND THE UNITED STATES OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) (29 CFR 1910), AS AMENDED WITH REGARD TO WORKER AND JOB SITE SAFETY. 17. THE CONTRACTOR SHALL CONTRACT WITH THE (TOWNSHIP OF WEST ORANGE) TO PROVIDE UNIFORMED POLICE FLAGMEN AS NECESSARY FOR WORK CONDUCTED WITHIN ROADWAYS. 18. SELECT FILL SHALL BE EITHER CLASS | OR Il SOIL. DEMQ_ NOTES: 1.DISCONNECTION OF EXISTING UTILITY SERVICES SHALL BE COORDINATED WITH THE OWNER AND IN ACCORDANCE WITH THE REGULATIONS OF THE UTILITY AUTHORITY CONCERNED. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH WRITTEN CONFIRMATION FROM UTILITY COMPANIES THAT ALL SERVICE TO THE SITE HAS BEEN TERMINATED PRIOR TO CAPPING, ABANDONMENT, OR REMOVAL OF ANY SUCH UTILITIES. 2.EXISTING BUILDINGS, STRUCTURES, CURBS, UTILITIES, SIGNS, LANDSCAPING, AND ANY OTHER IMPROVEMENTS NOT DESIGNATED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE. SHOULD DAMAGES OCCUR, THE OWNER SHALL BE NOTIFIED IMMEDIATELY, AND REPAIRS SHALL BE MADE TO MATCH EXISTING CONDITIONS AT THE CONTRACTOR'S EXPENSE. 3.ALL CONCRETE, CMU, PAVER, AND BRICK MATERIAL DESIGNATED FOR DEMOLITION SHALL BE COMPLETELY REMOVED FROM THE SITE. INCLUDING, BUT NOT LIMITED TO, SLABS, FLOORS, BARRIERS, CURBS, AND SIDEWALKS. 4.FOLLOWING THE DEMOLITION AND REMOVAL OF ALL IMPROVEMENTS SO DESIGNATED, THE DISTURBED AREA SHALL BE GRADED, AS DIRECTED BY THE OWNER’S ENGINEER, SO THAT THE RESULTING LANDFORM SHALL NOT ALLOW FOR PONDING OR THE FORMATION OF GULLIES RESULTING FROM STORMWATER RUN—OFF. UTILITY NOTES: 1,EXCESS EXCAVATED MATERIAL WILL BE DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR WILL MAKE ARRANGEMENTS TO DISPOSE OF THE MATERIAL AT A SUITABLE LOCATION. DISPOSAL OF ALL MATERIAL, GRADING AND RESTORING THE DISPOSAL SITES, AND OBTAINING ANY PERMIT WILL BE PERFORMED AT THE SOLE COST OF THE CONTRACTOR. 2.PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN

L OF ALL MATERIAL, GRADING AND RESTORING THE DISPOSAL SITES, AND OBTAINING ANY PERMIT WILL BE PERFORMED AT THE SOLE COST OF THE CONTRACTOR. 2.PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN WATER LINES AND UTILITIES OR OBSTRUCTIONS, UNLESS OTHERWISE SHOWN. S.NOTIFY THE ENGINEER, WATER, AND FIRE DEPARTMENTS 48 HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING WATER MAINS. 4.THE APPROXIMATE LOCATION OF WATER SERVICE CONNECTIONS IS SHOWN IN THE DRAWINGS; THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY OWNER. 5.THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND/OR MEP DRAWINGS FOR ACTUAL LOCATIONS OF ALL UTILITY ENTRANCES, INCLUDING BUT NOT LIMITED TO DOMESTIC WATER SERVICE, FIRE WATER SERVICE, GAS, SANITARY, ELECTRIC, AND ETC. 6.THE MINIMUM EARTH COVER OVER ALL NEW WATER MAINS SHALL BE 4 FEET UNLESS OTHERWISE INDICATED ON DRAWINGS. 7.THE MINIMUM EARTH COVER OVER ALL OTHER UTILITIES IS TO BE 2’ FEET UNLESS OTHERWISE INDICATED ON DRAWINGS. S.INSTALLATION OF NEW COPPER SERVICES SHALL BE PERFORMED BY OPEN TRENCH EXCAVATION IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS. THE EMPLOYMENT OF ALTERNATIVE METHODS SHALL NOT BE PERMITTED. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER BRACING OF EXISTING UTILITIES AS MAY BE REQUIRED TO PREVENT DAMAGE DUE TO CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ARRANGE FOR PROPER BRACING OF ALL EXISTING UTILITIES, UTILITY POLES, AND OTHER STRUCTURES WITHIN THE VICINITY OF THE WORK WHICH MAY BE AFFECTED BY THEIR OPERATIONS. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN THE VARIOUS UNIT PRICES BID FOR THE CONTRACT WORK. 10. ALL UTILITIES TO BE ABANDONED SHALL BE ABANDONED IN THE STREET ACCORDING TO ALL APPLICABLE CODES. SUCH CONDITIONS IN THE CONTRACTOR'S OPINION WOULD OR COULD RENDER THE DESIGNS SHOWN 4” ROOF LEADER (MATCHING CROWN) 30"RISER (TYP.) 6” OVERFLOW (MATCHING CROWN) * BEDDING (CLASS | OR Il MATERIAL, — TYPICAL PLAN VIE FINISHED GRADE ‘N TUTMIEUATUUA titi tity Witt UII titi UU UL 30” PERFORATED PIPE SCALE N.T. SUBBASE (SEE DETAILS) S. F SUBSURFACE DETENTION BASIN }" CLEAN CRUSHED STONE SOIL, LAYER 12° MIN. H=12" BOTTOM MIN. TO. OF SOIL * MIN. COVER = 12” MIN. FOR 24” PIPE (CLASS | OR Hi MATERIAL, COMPACTED STRUCTURAL BACKFILL MATERIAL) COMPACTED STRUCTURAL BACKFILL MATERIAL) = 6” MIN. FOR 30” PIPE TYPICAL SUITABLE FOUNDATION UNDISTURBED EARTH CROSS

N. FOR 24” PIPE (CLASS | OR Hi MATERIAL, COMPACTED STRUCTURAL BACKFILL MATERIAL) COMPACTED STRUCTURAL BACKFILL MATERIAL) = 6” MIN. FOR 30” PIPE TYPICAL SUITABLE FOUNDATION UNDISTURBED EARTH CROSS SECTION OF STORMWATER BASIN SCALE. N.T.S. 4” CAP FOR CONNECTION TO DOWNSPOUT COMPACTED SOIL SUBGRADE Ph 4” PVC (OR AS DIRECTED. BY ENGINEER) VARIES EC) — Xx 45° BEND 4” x 4” WYE W/ PERMANENT PLUG 6" MIN. 000000 80] 3/4” CLEAN BROKEN STONE C = SCALE N.T.S. TAI | 4” SCH, 40 PVC wre CONNECTION (SURCHARGE PIPE) COMPACTED SOIL SUBGRADE | f——— 4” SCH. 40 PVC PIPE (OR AS DIRECTED BY ENGINEER) [) 4” SCH. 40 Le Pvc 45° ELBOW VARIES 4” SCH. 40 PVC PIPE (OR AS DIRECTED BY ENGINEER) 4°x4"x4" SCH. 40 PVC TEE 6" MIN 6" SCH. 40 PVC ROOF LEADER PIPE @ 2.0% MIN. (SEE GRADING AND DRAINAGE PLAN) ROOF LEAD RAIN SCALE N.T.S. COMPACTED SUBGRADE 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICLE ACCESS TO CONSTRUCTED IN ACCORDANCE WITH FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE FIN. GRADE (SEE PLAN) 28” REDI-ROCK GRAVITY WALL BLO 41” REDI-ROCK GRAVITY WALL BLOC — oK | 7 I ite) MAX N INS 6 MIN. | MIN. FIN. GRADE (SEE PLAN) VT Z aan FILTER FABR » BRIC 3/4" CLEAN CRUSHED STONE DRAINAGE LAYER MIN. 1’-0” THICK MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL) _—. FILL WEDGE BETWEEN ADJACENT BLOCKS WITH L}-——""" DRAINSTONE. (ALL. BLOCKS) FILL VERTICAL CORE SLOT WITH DRAINSTONE (PC BLOCKS) [~~ MIDDLE BLOCK (TYPICAL) BLOCK WIDTHS VARY WITH DESIGN eee SOLID BOTTOM BLOCK BLOCK WIDTHS VARY WITH DESIGN 4°@ PVC PERF. PIPE MIN. PITCH 4” PER FT. (DAYLIGHT @ EA. END OF WALL) REDI-~ROCK GRAVITY RETAINING WALL DETAIL SCALE — N.T.S. UNPAVED i PAVED ! PAVING AND SUSBASE i MATERIAL PER BOROUGH OR COUNTY REQUIREMENTS. FINISHED GRADE COMMON FILL SELECT FILL 4-0" MIN, COVER PIPE BEDDING MATERIAL TO SPRINGLINE OF PIPE. BED BOTTOM QUADRANT ON UNDISTURBED EARTH 8” MINIMUM CLEARANCE IN ROCK EXCAVATION IN ROCK TYPICAL TRENCH DETAIL FOR UTILITIES SCALE — N.T.S. EXCAVATION IN EARTH NOTE: 1.) BETWEEN GRANITE BLOCK FORM 3/4" JOINT, STRUCK FLUSH & POINTED. JOINT MORTAR SHALL BE 1 PART OF PORTLAND CEMENT TO 3 PARTS MASON’S SAND 2.) TRANSITION TO VERTICAL CURB Vi PAVER ISLAND iN 3 LINEAR FEET. 1/2” PREFORMED JOINT TOP OF 4” To” ” °” Many ELE PAVEMENT SEE

ORTAR SHALL BE 1 PART OF PORTLAND CEMENT TO 3 PARTS MASON’S SAND 2.) TRANSITION TO VERTICAL CURB Vi PAVER ISLAND iN 3 LINEAR FEET. 1/2” PREFORMED JOINT TOP OF 4” To” ” °” Many ELE PAVEMENT SEE TYPICAL PAVEMENT SECTION MOUNTABLE CURB DETAIL SCALE — N.T.S. PVC CAP FINISHED GRADE, to 7/8" 6" MIN. MATERIAL ALL AROUND R CAMBELL FOUNDRY. CASTING #1000 WITH CAM-LOCK OR EQUAL BEDDING | | i ISER COVER DETAIL CLEANOUT FERRULE (W/RAISED. ‘SIDEWALK: (WHERE APPLICABLE) NOTES: 1. CLEANOUT TO BE LOCATED IN GRASSED AREA BETWEEN SIDEWALK AND CURB. CLEANOUTS WILL NOT BE PERMITTED IN DRIVE! 2. LATERAL TO BE SAME SIZE FOR ENTIRE LENGTH FROM BUILDING TO SEWER, 6” PVC SCH. 40. 3. IN EASE AS CLOSE TO EASEMENT LINE AS POSSIBLE. TEMPORARY PLUG iF NEEDED | OR LINE CONTINUATION ‘as FOR CONNECTION TO EXIST. SEWERS ONLY, SEE FPSA STANDARD DETAIL A-10 (FITTING FOR rn LATERAL CONNECTION TO EXISTING SEWER)———P" ACE AS 2” HOT MIX ASPHALT SURFACE COURSE( 1 ~ 5 ) t 2” HOT MIX ASPHALT BASE ( |-2 ) eeseasessese se: 6” D.G.A. SUBBASE UNLESS OTHERWISE DIRECTED BY THE ENGINEER Is Mddddddddda—\ DRIVEWAY PAVEMENT DETAIL SCALE — N.T.S, WHERE WYE SADDLE IS USED ENCASE, SADDLE & SEWER WITH CONCRETE. t a OR COUNTERSUNK HEAD RISER COVER (SEE DETAIL) |=—— CURB LINE (WHERE APPLICABLE) eo rns APPLICABLE) PvC/SCH.40 (3° LONG MIN.) VARIES. 4” PVC/SCH.40 METALIZED WARNING TAPE STATING “CAUTION~BURIED SEWER LINE BELOW” BY PRO-LINE SAFETY PRODUCTS CO. OR LINE CONTINUATION BEDDING MATERIAL SECTION WAYS OR SIDEWALKS. MENT AREAS, RISER PIPE SHALL BE LOCATED SANITARY SEWER DETAIL SCALE ~ N.T.S. CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN A RAISED IMPRESSION SEAL OF THE UNDERSIGNED PROFESSIONAL, IT 1S NOT AN AUTHORIZED ORIGINAL DOCUMENT. 3 REVISED PER COMMENTS FROM ZONING BOARD. 07/07/2022 JMP 2 REVISED APPLICANT ore0/2021 JMP REVISION DESCRIPTION DATE BY PREPARED FOR 17 WHEATLAND AVE BLOCK 39 LOT 56.06 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 19 WHEATLAND DEVELOPMENT, LLC GENERAL NOTES AND CONSTRUCTION DETAILS & SSPETRY vs ENGINEERING ,LLC c DIVISION OF CONSUMER AFFAIRS LICENSE NUMBER 24GA26185300 ce TSSPaseng MEANE PAlo‘s neMserany © ote TEL. (878) 227-7006 FAK 973} 227-7074 Designer: JMP Draftsman: JAF Checked By: JMP Project No.: 21-125 J. MICHAEL'PETRY-PE,PP,RA NJ PROFESSIONAL ENGINEER LIC. No. 36662 DATED

‘s neMserany © ote TEL. (878) 227-7006 FAK 973} 227-7074 Designer: JMP Draftsman: JAF Checked By: JMP Project No.: 21-125 J. MICHAEL'PETRY-PE,PP,RA NJ PROFESSIONAL ENGINEER LIC. No. 36662 DATED 09/22/2021 STO Seale: NTS. Sheet: SP-3 somone