MONTCLAIR STABLES REV 2 SUBMISSION PLANS

DF wAY PER TAX MAP? <0’ RIGHT TERRACE AVENUE i or -— BLOCK 151.03 FR. DWELLING BLOCK 151.05 tor FR. DWELLING Qz FRAME DWELLING FRAME DWELLING FRAME DWELLING Ss FRAME DWELLING FRAME DWELLING hy 2.3 BLOCK 151 tq FRAME DWELLING FR 3 i FR. LOT 17.01 °° 3 FRAME DWELLING | BLOCK 151.05 te ¢ ~ BLOCK 151.05 BLOCK 151.05 GARAG! LOT 13 We BLOCK 151.03 | FRAME DWELLING parac EAGLE ROCK LOT 236 BLOCK 151.05 LOT 231 BLOCK 151.05 ne LOT +2 RESERVATION BLOCK 151.05 LOT 234 ceteris LOT 225 LOT 240 REMOVE 14 L.F\CURB & PAVER WALK- | l + as Ps ee aa ¥ z SS Se = = — ae, 7 maw a of “on “4 LY v "3 v— Seo “é “T v ¥ v > w ye. re ye W878) 2 a - ; REMOVE 20 L.F CURB & PAVER WALK—— y oo Ke 2 REMOVE 20 LF CORB & PAVER. WALK 2 TS 2 ee rd x ( xen (mn 7 K * oes ¢ com can’ WOODLAND AVENUE zt \ & \ \ ~ NG Ss \ ~ . \ > N \ .S «S0" RIGHT ae PER TAK N XS z \ ~ = 6 °F é 5 _ NX >» e198 Np <\ \ = — plow \ ‘ ~ > x ins \ peer > bEP, cosa ema > E PN CURR eet 2 \\ ; SANA ED PAYER ae mar _ PAVER 1 S50° 58 OQ"E ..., 475.0" ,” Paver PAVER gay wm wr x = a == are ae = 1 7 aN yA TR \//~/ | coo] REMOVE GT Pore ma Vii y al at | “FORMER |HOUSE J&B ety REMOVE = 1 & g 4 ay § & SIFE IMPROVEMENTS / AS y | CONCRETE \ Ax | a * > Bee raver” / ey BLOCK 152.02 2! a a aed Loom DRIVE ] Ny . a p ake | LOT 172 2 o ‘as | J | \ Sr. a vam ne oy — PAVER = 7 fo Z a me | toy fr 3. Ter se ste os 8 arm (a ah ayPaTiO Peak LS paver | BLOCK 152.02 ; / _ oe FN = al ; | LOT 179 ! 24 { / wou owt (FF fe. ald, a / a | / x aK Nee BLOCK 152.02 J ag | ASPHALT y un be BASEMENT tp hr LOT 186 BLOCK 152.02 FRAME DWELLING “RANE =} Y) PARKING LOT“ such = ve NG Ne ad LOT 167 DWELLING =| u eeu ns a ee -——~T7 = ASPHALT | REMOVE PARKING LOT=| “Ais "ae — \ Vy, PARA LIT | I & WALKS | a? Bee LIMIT OF WALK REMOVAL \ ‘4 min | 7 | =| a } 4 ‘| } al er at UPPER LEVEL OND => nl REMOVE 1,654 SQ. FT. e Yi" \ | (REMOVE LIGHT POLE; | | ' a \ REMOVE LIGHT POLE ay | GRAVEL DRIVEWAY BLOCK 152.02 {| ' Bl \_ 4 Ei N REMOVE GAZEBO | a REMOVE PORTIONS OF \sse A (\ \\ a oF 9 GRAVEL DRIVE. SEE e 4 | EMOVE HOPPER & CONCRETE PAD FR. DWELLING REMOVE RIP RA 2 SITE PLAN FOR LIMITS hl ) | os & 15" CMP | mil. OF GRAVEL TO REMAIN PN gkes, | piock 152.02 BLOCK 152.02 i ‘ pe 1 sroRY Lort32 LOT 168 g BUILDING fal #16 8 oO eae 5 PVE FENCE 499° BLOCK 152.02 15.00° OFFICE BUILDING \ ABs REMOVE LIGHT POLE WA LOT 165 L eewove LIGHT POLES, TYP. a NG EXISTING IMPROVED COVERAGE

sroRY Lort32 LOT 168 g BUILDING fal #16 8 oO eae 5 PVE FENCE 499° BLOCK 152.02 15.00° OFFICE BUILDING \ ABs REMOVE LIGHT POLE WA LOT 165 L eewove LIGHT POLES, TYP. a NG EXISTING IMPROVED COVERAGE SUMMARY — _ INDOOR RIDING Rl BUILDINGS 38,143 SF. |__f REMQVE PAVERS \ PAVERS 4,767 S.F. \\) ASPHALT 6,169 S.F. | "REMOVE 598 S. F. ; RESERVING TOO THE PARTY OF THE iu ' -|\ rR N List PART OF DB 3746 PG 111 AN “ \ | reas Wi GRAVEL DRIVEWAY CONCRETE 966 SF. . GARAGE \ EXCLUSIVE EASEMENT OVER THE. EXISTING 2 \ lV WALLS 79 SF. U Fy EXISTING GARAGE LOCATED ON THE 3 | \ STONE SURFACES 10,072 S.F. a WESTERLY BOUNDARY OF LOT 161 4 \ —— 2 AFORESAID FOR SO LONG AS SAID " oy) WOOD RAMPS 304 S.F. J GARAGE AND THE ADJOINING DWELLING sons \ uy oss pLock 152.02 . ag REMAIN STANDING ou ~: REMOVE WOOD RAMP. WELL PIT (STEEL) 44 SF. . ; é 3 LOT 162 2 — oD \ N TOTAL COVERAGE 60,544 S.F. FRAME. DWELLING : — REMOVE EXIST. SAND RIDING RING z 3 LOT AREA 150,302 SF. 3 3 \ EMOVE IMPROVED LOT COVERAGE (%) 40.28% FRAME. DWELLING a S Ve _ a VA Be, BUILDING COVERAGE (%) 25.38% asPHALT pal ~----- 7 - a (a, \PANERS|a'aos = PARKING LOT ae z ° 1: ae eRe 2 2 4 , ate LAE gE Frnt ~ r. Bowe Rh aga a N ‘pRIV! vs _ To Tee T Teo | TIED Nae T= Sas ~ Hi \ N \ \ ses ee = FETC TCERK Qe jr ss : Nn \ X a ue Tt cuver N\A | vet Ne 4, a / CANNON STREET | stoma wx f . ue one ‘y / IW. 7698 GRAVEL \ DRIVE Xe | DRIVE \ \ ‘ \ \3 a LZ he oo <S0’ RIGHT OF WAY PER TAX DRIVE. ae aun oa vos ae \ . ————— = “ \ \ NICHOLAS AVENU Zz a z \ nee \ oa, — Wi. = = SE SS SE SE Ee ] \ \ G0 RIGHT OF way BER Tax O} zs = \ SR hoa.76 ~ peucten pLock cv, [ Q { amet | \ wey oa \ \ \ \ sy _— eee CURE 0Q Gay 480.19 \ 4 % ee 1% \ \ = FM 48131 BAFFLE Wl, TOP 470.39 BRIDLE PATH | an \ \ \ BUILDINGS WITHIN 200 FT., EXCEPT | on —_ = Lon BLOCK 152.27 | ADJOINERS, WERE SCALED FROM ~ y tor 11 GOOGLE EARTH PRO IMAGERY BLOCK 152.26 7 FRAME DWELLING \ LoT1 X- TREES & STUMPS TO BE REMOVED BLOCK 152.26 BLOCK 152.26 \ BLOCK 152.26 stor 72.26 LOT6 LOTS BLOCK 152.26 \ tor 10 BLOCK 152.26 BLOCK 152.26 \ BLOCK 152.26 LOTS8 LOT3 BLOCK 152.26 LOTS LOT2 \ | FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAMI FRAME DWELLING E DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING REFERENCES BOUNDARY SURVEY PREPARED FOR LOTS 176, 179, 186, BLOCK 152.02 SITUATED IN THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY BY

DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING REFERENCES BOUNDARY SURVEY PREPARED FOR LOTS 176, 179, 186, BLOCK 152.02 SITUATED IN THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY BY FRENCH & PARRELLO ASSOCIATES, 1800 ROUTE 34, SUITE 101, WALL, NEW JERSEY 07719 DATED 8-2-2023 THE HORIZONTAL DATUM IS NAD 1983. THE VERTICAL DATUM IS NAVD 1988 CANNON STREET <S0' RIGHT OF WAY PER TAX ADDITIONAL TOPOGRAPHY AND TREE LOCATIONS WERE PROVIDED BY WM. DiMARZO & SON ASSOC., INC. 2204 MORRIS AVENUE, SUITE 103, PO BOX 1717, UNION, NEW JERSEY DATED DECEMBER 12, 2024 OFFSITE DRAINAGE NOT INDICATED ON THE REFERENCED SURVEYS WAS TAKEN FROM TOWNSHIP RECORDS. REVISED JANUARY 31, 2026: DELETE CLEARING ON NICHOLAS AVENUE REVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT EXISTING CONDITIONS & DEMOLITION PLAN Sheet SE-2 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 THE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY GRAPHIC SCALE | Qo 10 20 30 60 120 SCALE: 1°=30° Cunningham Engineering ¥ Design, LLE Certificate of Authorization Nex 24GI28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM Qbwk 18 Conmihen JANUARY 31, 2026 ORIGINAL DWG. DATE FEBRUARY 19, 2024 ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540