ZB21 22 19 Wheatland Development LLC 2021 10 05 Petry Eng Revised Setback and Stairs Signed

1. THESE PLANS REPRESENT THE OVERALL SITE WORK CONSTRUCTION. THE CONTRACTOR SHALL FURNISH, INSTALL, TEST, AND COMPLETE ALL WORK TO IMPROVEMENTS REQUIRED FOR THE PROJECT OF 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 UTILITES 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 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 SUCH CONDITIONS IN THE CONTRACTOR'S

.THE CONTRACTOR SHOULD NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON AND OR IF SUCH CONDITIONS IN THE CONTRACTOR'S OPINION WOULD OR COULD RENDER THE DESIGNS SHOWN 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 POLICE 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 Ic. AREA FOR VEHICULAR AND PEDESTRIAN TRAFFI 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICLE ACCESS TO 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 CONSTRUCTED IN ACCORDANCE WITH FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE 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

LL 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 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.LA.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 1 OR II SOIL. DEMO 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. 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

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 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. S.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 UTILITES 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. 4” ROOF LEADER (MATCHING CROWN) TTL | i IT a Will m Wil 30”RISER (TYP.) » 30” PERFORATED PIPE OVERFLOW (MATCHING CROWN) TYPICAL PLAN VIEW OF SUBSURFACE DETENTION BASIN SCALE N.T.S. ” CLEAN CRUSHED STONE. SUBBASE P ce a (SEE DETAILS) FINISHED GRADE. VARIES Co ¢ 4” CAP FOR CONNECTION TO DOWNSPOUT COMPACTED SOIL SUBGRADE j--——— 4” PVC (OR AS DIRECTED BY ENGINEER) |“ X 45° BEND 4” X 4” WYE W/ PERMANENT PLUG 6” MIN. > 3/4” CLEAN BROKEN STONE | 4” SCH. 40 PVC Le WE CONNECTION (SURCHARGE PIPE) COMPACTED SOIL SUBGRADE h*——— 4” SCH. 40 PVC PIPE (OR AS DIRECTED BY ENGINEER) 4” SCH. 40 Ie Pvc 45° ELBOW VARIES 4” SCH. 40

CLEAN BROKEN STONE | 4” SCH. 40 PVC Le WE CONNECTION (SURCHARGE PIPE) COMPACTED SOIL SUBGRADE h*——— 4” SCH. 40 PVC PIPE (OR AS DIRECTED BY ENGINEER) 4” SCH. 40 Ie Pvc 45° ELBOW VARIES 4” SCH. 40 PVC PIPE (OR AS DIRECTED BY ENGINEER) 4°x4"x4” SCH. 40 PVC TEE Soi, CATER Seisegeseetstetatetatint] * MIN. COVER = 12” MIN. FOR 24” PIPE - 6” SCH. 40 PVC ROOF LEADER PIPE @ 2.0% MIN : TELA as (CLASS | OR Il MATERIAL, COMPACTED z comPactep (SEE GRADING AND DRAINAGE PLAN) H=12” MIN. TO = ee STRUCTURAL BACKFILL MATERIAL) - SUBGRADE BOTTOM OF SOIL —OUT DET, ‘o F LEADER DRAIN SCALE N.T.S. SCALE N.T.S. UNDISTURBED. EARTH Ti NOTE: tg ---------S = 1.) BETWEEN GRANITE BLOCK i Fla ; alla FORM 3/4” JOINT, STRUCK ee UL FLUSH & POINTED. JOINT ( SST TST SP STE UNPAVED cee ING AND SUBBASE MORTAR SHALL BE 1 PART * BEDDING (CLASS | OR Il MATERIAL, — SUITABLE OF PORTLAND CEMENT TO COMPACTED STRUCTURAL FOUNDATION FINISHED GRADE MATERIAL PER BOROUGH 3 PARTS MASON’S SAND. BACKFILL MATERIAL) = _\ OF COUNTY REQUIREMENTS 2.) TRANSITION TO VERTICAL CURB 6” MIN. FOR 30” PIPE PAVER ISLAND “IN 3 LINEAR FEET, y & 1/2” PREFORMED JOINT . 3 T YPICAL CROSS SEC TION OF STORMWA TER BASIN COMMON ru——4"_ : 2 for oF SCALE N.T.S. SELECT FILL. ———<7 | i) 3 > 4%” PAVEMENT a or" MIN, aa ’ PIPE BEDDING MATERIAL TO SPRINGLINE OF PIPE. ie a ‘o 8” MINIMUM. BED BOTTOM QUADRANT ~ CLEARANCE ON UNDISTURBED EARTH > IN ROCK —=| 5 SEE TYPICAL PAVEMENT EXCAVATION IN ROCK EXCAVATION IN EARTH SECTION ae TYPICAL TRENCH DETAIL FOR UTILITIES 1-0 SCALE — N.T.S. | CONC. WALL FIN. GRADE _ (4000 (SEE PLAN) PSI) POP MOUNTABLE CURB DETAIL | ‘ 5 SCALE — N.T.S. Do] a» 3” CLR. (TYP.) ‘ x 3/4” CLEAN CRUSHED . STONE DRAINAGE LAYER eve cap [7 INISHED GRADE MIN. 7-0” THICK = RRR SANA 4 ° ° ” CAMBELL FOUNDRY > #5012 tarERAC A SAS © a oS AROUND MAW ml 2” HOT MIX ASPHALT SURFACE COURSE( i — 5 ) Ne = ° Yj, [ 2” HOT MIX ASPHALT BASE ( 1-2 ) qg #4@12 6” D.G.A. SUBBASE UNLESS OTHERWISE RISER COVER DETAIL DIRECTED BY THE ENGINEER. | FILTER OR ENE CONTINUATION ‘an ree. DRIVEWAY PAVEMENT DETAIL FOR CONNECTION TO EXIST. SEWERS ONLY. SEE SCALE — N.T.S. 9 FPSA STANDARD DETAIL A~10 (FITTING FOR ict 30 9 LATERAL CONNECTION TO EXISTING SEWER).———7™ oo — FIN. GRADE fF » (SEE PLAN) P-JP O= 4”0 ADS PERF. PIPE °o 6° SS WITH OUTLETS THROUGH : II J WALL @ 6-0" 0.C. MAX. a 2x4 KEY WHERE WYE SADDLE < 1S USED ENCASE | 3 “\ #5@12 DOWEL IS USED INCASE.

—7™ oo — FIN. GRADE fF » (SEE PLAN) P-JP O= 4”0 ADS PERF. PIPE °o 6° SS WITH OUTLETS THROUGH : II J WALL @ 6-0" 0.C. MAX. a 2x4 KEY WHERE WYE SADDLE < 1S USED ENCASE | 3 “\ #5@12 DOWEL IS USED INCASE. "BRNO . Rss Zz * WTH CONCRETE. BT AN = © 4000 PSI CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN A RAISED : I * ONC. FOOTING IMPRESSION SEAL OF THE UNDERSIGNED PROFESSIONAL, IT ete) ~ 20" . 1S NOT AN AUTHORIZED ORIGINAL DOCUMENT. I CLEANOUT FERRULE (W/RAISED i] ir ‘OR COUNTERSUNK HEAD ay RISER COVER > (SEE DETAIL) jo) SIDEWALK- | CURB LINE (WHERE APPLICABLE) i] a e = e i ° C) -! (WHERE APPLICABLE) | PAVEMENT(WHERE APPLICABLE) REVISION DESCRIPTION DATE BY | Qe SO LP Qo a / 02k oo epeette PREPARED FOR AG ‘ / #A@N2 at z= g 4” HOUSE CONNECTION RISER PIPE MIGUEL ARM JOS #5@12 Ole g we 17 WHEATLAND AVE j » ae TOWNSHIP OF WEST ORANGE ¥,” CLEAN CRUSHED ST ORANG! STONE - SEARS “cA TONSeURED ESSEX COUNTY, NEW JERSEY ‘=0" peut 6 ie) TEMPORARY PLUG PRODUCTS CO. a OF LINE CONTINUATION GENERAL NOTES AND CONSTRUCTION DETAILS CONCRETE RETAINING WALL SCALE — N.T.S. NOTES: 1 BEDDING MATERIAL SECTION CLEANOUT TO BE LOCATED IN GRASSED AREA BETWEEN SIDEWALK AND CURB. -CLEANOUTS WILL NOT BE PERMITTED IN DRIVEWAYS OR SIDEWALKS. LATERAL TO BE SAME SIZE FOR ENTIRE LENGTH FROM BUILDING TO SEWER, 6” PVC SCH. 40. IN EASEMENT AREAS, RISER PIPE SHALL BE LOCATED AS CLOSE TO EASEMENT LINE AS POSSIBLE. SEWER SANITARY SEWER DETAIL SCALE — N.T.S. Designer: JMP S@PETRY =| “eS & SNGINEE RING , Lic Checked By: JMP A PL DIVISION OF CONSUMER AFFAIRS LICENSE NUMBER 24GA28185900 TESPASENIGAVENUE ® FAIRFIELD © NEW JERSEY « 07008 , ‘TEL {973) 227-7004 FAK 073) 227-7074 Project No.: 21-125 ‘Scale: N.T.S. Sheet: SP-3 ARS J. MICHAEE-PETRY-PE,PP,RA NJ PROFESSIONAL ENGINEER LIC. No. 36662 DATED __09/22/2021_