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

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_

FOUND CAPPED IRON 0.3’ SOUTH OF REAR LINE & 3.0° EAST OF LOT LINE : TWO CAR FRAME GARAGE 'g (VINYL SIDED) 7 woOOD FENCE —0.3' SOUTH \ LOT 56.04 . (TRACT ONE) 3 Yo Le) = \\ \ i] Ry \ | g / ae 3 | 4 s ity ae * \ 4 > 4 12.9° . SICLL 4 o ONE STORY y, . b 4 S OIIIITITT ST — Y y * f A i Be —s “tT Y A Y | 1 1/2 STORY 4 c FRAME DWELLING y *. (VINYL SIDED) y, U A STR. NO 4 I & 7 YN a =) | 4 ONE STORY sf ae / 4) LL pt LD Sd, TT, x N 59°30°17" W (NAD 83) N 52°47'00” W 43.00° RUINOUS CONC 134.64’ N 37°43'00” E N 30°S9°43" E (NAD 83) 110.00’ TO SOUTH VALLEY ROAD STEEP SLOPES ANALYSIS OF EXISTING CONDITIONS 197. (MARK PUT) —178-—_ CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN A RAISED IMPRESSION SEAL OF THE UNDERSIGNED PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT. MIN. SLOPE MAX. SLOPE PERCENT OF | ADJUSTMENT | EFFECTIVE LOT AREA AREA FACTOR AREA 0.00% 10.00% 80.00 1.38% 1.00 80.00 10.00% 14.99% 1,304.00 22.53% 0.60 782.40 15.00% 19.99% 1,890.00 32.65% 0.40 756.00 20.00% 24.99% 1,145.00 19.78% 0.20 229.00 25.00% 1,370.00 23.67% 0.00 0.00 5,789.00 1,847.40 STEEP SLOPES DISTURBANCE MIN. SLOPE | MAX. SLOPE AREA AREA DISTURBED AREA DISTURBED ALLOWABLE % SLOPE % SLOPE SF % SF % SF % 1 0.00% 10.00% 80.00 1.38% 80.00 100.00% 80.00 100% 2 10.00% 14.99% 1,304.00 22.53% 1,304.00 100.00% 782.40 60% 3 15.00% 19.99% 1,890.00 32.65% 1,890.00 100.00% 756.00 40% 4 20.00% 24.99% 1,145.00 19.78% 1,145.00 100.00% 229.00 20% 5 25.00% 1,370.00 23.67% 1,370.00 100.00% 0.00 0% 5,789.00 5,789.00 REFERENCES: 1. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM A CERTAIN MAP ENTITLED BOUNDARY & TOPOGRAPHIC SURVEY OF 17 WHEATLAND AVENUE, LOT 56.06 IN BLOCK 39, TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY SIGNED BY GEORGE PRONESTI, P.L.S. DATED 05/18/2021. 2. ARCHITECTURAL INFORMATION TAKEN FROM PLANS FROM CHARLES L. BALDANZA, R.A., DATED 08/09/2021. REVISION DESCRIPTION DATE BY PREPARED FOR MIGUEL ARMIJOS | 17 WHEATLAND AVE BLOCK 39 LOT 56.06 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY & Designer: JMP Sf PETRY — } C4 ENGINEERING , LLG Checked By: JMP GRAPHIC SCALE > “Brana eae =o sina ve ‘Scale: 1"=10' A) = J. MICHAEL PETRY-PE,PP,RA SP-4 NJ PROFESSIONAL ENGINEER LIC. No. 36662 DATED __09/22/2021 _