MONTCLAIR STABLES REV 2 SUBMISSION PLANS

@ & \ V\oraveu q BLOCK 152.02 RING x x . INDOOR RIDING \ $\ pRIve <I a LOT 132 GARAGE! . 5 . at ONC. ol . a 2 Ne \ BARN PAD 8 & z3 B a 4 >] \ il o a ASPHALT Ss Z PARKING LOT $ . \ - § 9 GRAVEL ) a ° A DRIVE w 5 ° / A m .) 8 il & _o------44 % th < | 6 2 PADDOCK SAN MH SAN MH | J DESIGN VEHICLE INFORMATION: TANDEM AXLE ROLL—OFF TRUCK fa 480.23 . _— ™s TOTAL LENGTH = 34.6° — FRONT AXLE SETBACK = 4.5’ ae sewent WHEEL BASE = 20.5’ (CENTERLINE OF FRONT AXLE TO CENTERLINE OF TANDEM REAR AXLE) BA REAR OVERHANG PAST TANDEM AXLE CENTERLINE = 9.6’ TRENCH TRUCK WIDTH = 8.0" \ x xX = CENTERLINE OF FRONT AXLE OF APPROACHING TRUCK > = | = SWEPT ENVELOPE OF THE APPROACHING TRUCK zy ae = CENTERLINE OF FRONT AXLE OF TRUCK MANEUVERING THROUGH K—TURN g x 3 wy “| ee = SWEPT ENVELOPE OF TRUCK MANEUVERING THROUGH K—TURN 7 ) ry T T =— THE SWEPT ENVELOPE IS THE WIDER OF THE PATHS OF THE WHEELS OR THE TRUCK BODY x. , N50° 58" OO'W ” 535.00" src. B . a TRUCK MOVEMENTS WERE GENERATED BY THE VEHICLE TURNING SIMULATION MODULE OF AUTOCAD . Ree - i oie LAND DEVELOPMENT DESKTOP ° . gy A INLET PINES GR. 487.81 INV. 484.52 GRAVEL Mt ag1'05 — DRIVE Nw V. 476.79 GRAVEL \ mem = — DRIVE \ 7 NICHOLAS AVENU 15" RCP 15" RCP (S0’ RIGHT OF WAY PER TAX RIPRAP_ CHANNEL = — SS MAP) ts} ‘APPROX. MH LOCATION 1 ——_ B INLET a PER TOWNSHIP RECORDS © SINE mca & GARAGE = o DR 2 2 <A mor 3Ad | NX a 5 BLOCK 152.02 5 LOT 132 2 g o | & ASPHALT \ BARN Rl S PARKING LOT \ G RING a ” INDOOR RIDIN (Al a wl ; e| & : 3 i} 8 8 2 ais SF - | | ra DESIGN VEHK INFORMATION: TANDEM AXLE ROLL— TRUCK TOTAL LENGTH = 34.6’ FRONT AXLE SETBACK = 4.5° WHEEL BASE = 20.5’ (CENTERLINE OF FRONT AXLE TO CENTERLINE OF TANDEM REAR AXLE) REAR OVERHANG PAST TANDEM AXLE CENTERLINE = 9.6’ ° TRUCK WIDTH = 8.0" _— = CENTERLINE OF FRONT AXLE OF EXITING TRUCK -_--— OT SWEPT ENVELOPE OF THE EXITING TRUCK = CENTERLINE OF FRONT AXLE OF TRUCK BACKING UP TO DUMPSTER re) = SWEPT ENVELOPE OF TRUCK BACKING UP TO DUMPSTER TRENCH 2 \ DRAIN- x + 2 css Zu z 2 \ 3 & de g 6 g YY e PINE ae e . N50°58'o0'w ” 535.00" |! 12” sve. 12” 7” =f . . . . . PINE © PINE ° PINE 8 es —————A INLET PINES GR. 487.81 INV. 484.52 n GRAVEL ae (ORM MH =— pene eS =Ss= DRIVE IM 481.05 GRAVEL Soo Vv. 476.79 =. S —— DRIVE Cc O \ 7 NI H LAS AVENU 15" RCP 15” Re <S0’ RIGHT OF WAY PER TAX Pb. = RIPRAP CHANNEL = —_= = SO / MAP) 9; “APPROX. MH LOCATION i — a | B INLET ae PER

IVE IM 481.05 GRAVEL Soo Vv. 476.79 =. S —— DRIVE Cc O \ 7 NI H LAS AVENU 15" RCP 15” Re <S0’ RIGHT OF WAY PER TAX Pb. = RIPRAP CHANNEL = —_= = SO / MAP) 9; “APPROX. MH LOCATION i — a | B INLET ae PER TOWNSHIP RECORDS INE. GR. 482.19 Xo INVeneZBieSb W.Q. MH RI 46164 Lise RCP 15” RCP RIM 481.31 BAFFLE WALL TOP 478.39 INV. 486.9 INV. 490.06 INV. OUT 476.97 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 FR. FRAME DWELLING LOT 236 LOT 234. LOT 234 BLOCK 151.05 LOT 225 GARAG BLOCK 151.05 LOT 228 LOT 13 DESIGN VEHICLE INFORMATION: 1 TON AMBULANCE TOTAL LENGTH = 20.75’ FRONT AXLE SETBACK = 2.75" WHEEL BASE 13’ (CENTERLINE OF FRONT AXLE TO CENTERLINE OF REAR AXLE) REAR OVERHANG PAST REAR AXLE CENTERLINE = 5’ pe nl BODY WIDTH = 8.0" | | | vy ° v / i) ON D7 89 ———_____ = CENTERLINE OF FRONT AXLE OF VEHICLE ENTERING AND EXITING ° DEP, CURB DEP. CURB DEP, CURB DEP, _CURB aes BLOCK INV. 495.06 = sSSWEPT ENVELOPE OF THE VEHICLE ENTERING AND EXITING BELO pe a ww 15” RCP —_— w w = =F Ww ow w w w 2, w w - = é e WOODLAND AVENUE = = WY = =] (50’ RIGHT OF WAY PER TAX . 4 MAP) REVISED JANUARY 31, 2026: DELETE DRIVEWAY EXTENSION THROUGH NICHOLAS AVENUE = = G G G G = = 1s" ROP S 6 VEHICLE MOVEMENTS STORM “© BB — DEP. CURB DEP. CURB TURB are PAVER PAVER AB Tt ° "An" 7 ” | | | at \4 “ANE WALK : ara PAYER §50° 58 20 e 475.00 PAVER . PaVER Sheet SE—-9 e Go — ™ bd | Team 8 we oe na Ye PROPOSED SITE IMPROVEMENTS FOUND ~ — 3 i MONTCLAIR STABLES BLOCK 152.02 s 2 t 2 TAX LOTS 176, 179 & 186 BLOCK 152.02 38 g LOT 172 S TAX MAP SHEET 77 7) PAVER PAVER 2 => we THE TOWNSHIP OF WEST ORANGE | = ro Toes) | ESSEX COUNTY, NEW JERSEY w MI elf 3 X ap VA 7 Engi: J Y Design, LLE Sia 4g Lanning LeveL 3 BLOCK 152.02 edz of BASEMENT ay BARN — UPPER FRAME DWELLING LOT 167 2 STORY Qq2 52 i Certificate Of Authorization No: 24GA28204400 Bes ey Dyno NG ale = __> - NEW A/C UNITS (TYP.) 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 3 R 8 -- TT T ON 4’ X 4’ CONC. PADS 973-219-7546 | RMCNJPE@YAHOO.COM 1! : 1% Came \ LLY JANUARY 31, 2026 ¢ a ” , 4 / SCALE: 1°=20 ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM AUGUST 25, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540