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Supporting Documentation · Feb 19, 2026

MONTCLAIR STABLES REV 2 SUBMISSION PLANS

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==S=>= TERRACE AVENUE ee rc BLOCK 151.03 FR. DWELLING] BLOCK 151.05 LOT 11 | eR. DWELLING LOT 12 FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME. DWELLING FRAME DWELLING WEDDING & EVENT VENUE FRAME DWELLING FR. Lawo FRAME DWELLING | BLOCK 151.05 Larac BLOCK 151.05 BLOCK 151.05 LOT 13 z a BLOCK 151.03 FRAME DWELLING BLOCK 151.05 y LOT 236 rune LOT 231 BLOCK 151.05 aaperreaa £9 2 f LoT Te BLOCK 151.05 CONST FULL HEIGHT GR. BLK.. CURB LOT 228 2 ro) S BLOCK 151 Lor 240 & PAVER SIDEWALK, MATCH EXIST. PROPOSED DEPRESSED CURB Pal Lor 17.01 \ & 6” GONC. DRIVEWAY APRON no | \ a — > Ones ‘ °| nee. cuRp DEP, CURB 2 [ ee, curs BELGIAN BLOCK ih. 498.08 EAGLE ROCK BELGIAN ELOCK SSS — = — RESERVATION aa ‘ v \Z v v }, Mey v ey a PROPOSED DEPRESSED CURB » PROPOSED "DO NOT PROP. CURB RAMP & WOODLAND AVENUE v v——_a ee so un & 6” CONC. DRIVEWAY APRON) P/ X ENTER” SIGN- /[ erectaa.e WARNING SURFACE <S0" RIGHT OF WAY PER TAX _ = © | « 7 ili === L \ \ 5 -—- TTS a; ‘ : PROPOSED 5’ WIDE| CONC. WALK an \\ Seas sroru My ~~ 7-s-- ——— = mor ie DEP. CURB BELGIAN BLOCK )Aww,. 500.4 CORB \ OR : oe Paver it. PAVER PAVER \— conc, TaN 3 (cn 4 , ¥ re wall = is) ‘oy 7 CAPPED ats LINES _. a ; | y - : Sane ae = R=1 RESIDENTIAL Z . PROPOSED - R 20" 8 ( REQUIRED EXISTING PROPOSED BOM teR02 8 it (=> PARKING ‘LOT ] > a PaVER S : g : 8 \ \ . 6’ CUTE: b a MINIMUM LOT AREA 80,000 S.F. 150,302 S.F. 150,302 S.F. . 4 » \ . Me. MINIMUM LOT WIDTH 150 FT. 475 FT. 475 FT. : Y . N : 5’ PRIVACY FENCE: — MINIMUM FRONT YARD 40 FT. w I. 30 , | & DRIVEWAY GATE BARN TO WOODLAND AVE. 29.62 FT. ## 29.62 FT. 8 |e | BARN TO NICHOLAS AVE. 41.38 FT, 41.38 FT. 6 Pts \ BLOCK 152.02 mde Te) — ARENA TO WOODLAND AVE. 29.33 FT. o# (29.33 FT. ## BLOCK 152.02 2 svoRY Se = \ LOT 167 FRAME DWELLING DWELLING & |e \ PR (at NEW A/C UNITS (TYP. LOT 186 ‘ARENA TO NICHOLAS AVE. 9.93 FT. # 9.93 FT. + Se \ \ ON 4’ X 4’ CONC. PADS| MINIMUM SIDE YARD 25 FT. = \ | VAN ACCESSIBLE ADA SIGN— Rs paneer Lor BARN 65.91 FT. 65.91 FT. : GRASS i FOR OFFICE BUILDING ARENA 179.09 FT. 179.09 FT. 1 PROPOSED LOW WALLS py «S zo MINIMUM REAR YARD 50 FT N/A N/A \ | SEE GRADING PLAN: uppen LEVEL ONL Ss MAXIMUM BUILDING COVERAGE 20% 25.38% #0 24.73% oe \ a MAXIMUM LOT COVERAGE 30% 40.28% #* 35.95% *#* \ BLOCK 152.02 . 1 LOT 179 5” HIGH WOOD MAXIMUM BUILDING HEIGHT 2 1/2 STORIES 2 STORIES 2 STORIES BLOCK 152.02 1 35 FT. < 35 FT. <35 FT. ASPHALT LOT 176 |

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MAXIMUM LOT COVERAGE 30% 40.28% #* 35.95% *#* \ BLOCK 152.02 . 1 LOT 179 5” HIGH WOOD MAXIMUM BUILDING HEIGHT 2 1/2 STORIES 2 STORIES 2 STORIES BLOCK 152.02 1 35 FT. < 35 FT. <35 FT. ASPHALT LOT 176 | BLOCK 152.02 DRIVE \ LOTS 176, 179 &186 * = VARIANCE OR WAIVER REQUIRED 150,302 SQ.FT. 3.450 AC. ‘** = PRE-EXISTING NON—CONFORMITY (‘#¢* = PRE-EXISTING NON—CONFORMITY TO BE BROUGHT CLOSER TO CONFORMING. FR. DWELLING ‘A WAIVER OR VARIANCE, AS THE CASE MAY BE, IS REQUESTED FROM SECTION 25-8.4b. J TO ALO AN OA QUE FENCE, (6 ET. HIGH TO BE INSTALLED IN THE FRONT YARD BLOCK 152.02 7 { PROPOSED PARKING SPACE DATA LOT 168 | 14 \ e ceranin THERE IS NO PARKING REQUIREMENT LISTED FOR THIS PARTICULAR USE IN THE DEVELOPMENT REGULATIONS. - - | \y | | PROPOSED 50" 58" 00° THE APPUCANT PROPOSES 9 FULL SZE PARKING SPACES AND 2 ADA ACCESSIBLE SPADES \ } 4 WALLS . THE EXISTING FRONT SETBACK TO A PARKING SPACE IS 8.3 FT. \ y \ THE PROPOSED FRONT SETBACK TO A PARKING SPACE IS 15.7 FT. _ 7 7 7 _ i) \ REFER TO LANDSCAPE ARCHITECT'S PLANS FOR PROPOSED SCREENING PLANTS. edn VARS \ oH v. 3 y INV. 488.3 A STORY \ BLOCK 152.02 PROPOSED LOADING INFORMATION , , h wie-ee \ LOT 132 THE APPLICANT PROPOSES THAT ALL DELIVERIES AND REMOVALS SHALL BE VIA THE NICHOLAS AVENUE DRIVEWAY. BLOCK 152.02 PROPOSED 145° X 235 4 \ PROPOSED UTILITIES INFORMA : RIDING RING y PROPOSED UTILITIES INFORMATION LOT 165 y ; | — NEW CONCRETE GRASS APPROX. ELEVATION = 491.0 4 INDOOR RIDING RING \ MANURE DUMPSTER — ®'STNG WATER, GAS, ELECTRIC & SANITARY SEWER CONNECTIONS SHALL REMAIN. _ PADDOCK 4 PAD PER DRIVEWAY q \ APRON DETAIL TO © ED _IMP! r Y OFFICE BUILDING ! \ REPLACE EXIST. ower 37,164 S.F. - 5’ HIGH WOOD BOARD FENCE \\} \ PAD ASPHALT Suet SF FR. GARAGE . AT 4 SIDES 4 \ CONCRETE 471 SF. H WALLS 800 SF. i l \ ness STONE SURFACES 1436 57 = GRASS 1 2 \ Beg WELL PIT (STEEL) 44 SF. % PADDOCK 4 2 \ 23 NEW CURBS 286 SF. e 4 5 BLOCK 152.02 te 55 ae FLUSH CONG, sano : Tne nemo a soawee ont a us 1 ,! FL a= RETENTION CURB (TYP.) \ \ b q DECREASE IN IMPROVED LOT COVERAGE 6,510 S.F. © FRAME DWELLING H § 4 \ ’ } LOT AREA 150,302 S.F. S {| \ IMPROVED LOT COVERAGE (%) ‘35.95% e y \ ° o PROPOSED BUILDING COVERAGE (%) (24.73% FRAME DWELLING 4 _-49 EXISTING BUILDING COVERAGE (%) (25.38% 4 _----7-TT 7 y BASEMENT \ ASPHALT a) TRENCH INET wn PARKING LOT NS aS GR505.55 Rl 59z.6e FOR OFFICE BUILDING 1 4 el u te “e |r & te “ee «__)

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AME DWELLING 4 _-49 EXISTING BUILDING COVERAGE (%) (25.38% 4 _----7-TT 7 y BASEMENT \ ASPHALT a) TRENCH INET wn PARKING LOT NS aS GR505.55 Rl 59z.6e FOR OFFICE BUILDING 1 4 el u te “e |r & te “ee «__) | 125.00" J 50°58" 00'W — 535.00" . " QO \_ . 5 .. Be " sxe TELIA BOK af 2 Bes . . x * CURB aN A \ Bats GRAVEL Dive Xe 0B * Wa \\ pelve s tg —2======-0 B_S/ NICHOLAS AVENU ce ie : en wer si = SS ES = PROPOSED ALUMINUM OR STEEL 2-LEAF 0’ RIGHT OF WAY PER TAX O: RRPRAP CHANNEL = — — _—_ —— = = seueten punex g ( —_ GATE W/ ELECTRIC OPENER AND KEYPAD 2 PER TowmsuP:REDOROS + Se at Sn BELGIAN BLOC [oo | on 6’ HIGH, LESS THAN 50% OPAQUE ‘, ee = . . i = eee Sho RATE Mr avaz0 L proposen LOCATION FOR REFUSE AND RECYCLING Ww. 86 same para TE \ BUILDINGS WITHIN 200 FR G&RERE | INSIDE OF EXISTING BASEMENT INV. 490.06 “\ iL 26 ' ——_tF rT BLOCK 152.27 | ADJOINERS, WERE SCALE ea PICK UP SHALL NOT BE BEFORE 7:30 AM won FENCE nck 16 GOOGLE EARTH PRO IMAGERY \ BLOCK 152.26 | BLOCK 152.26 \ BLOCK 152.26 BLOCK 152.26 LOT6 | LOTS BLOCK 152.26 \ LOT 10 LOT7 LoT4 REVISED JANUARY 31, 2026: DELETE PROPOSED DRIVEWAY EXTENSION THROUGH NICHOLAS AVENUE BLOGK 182.26 | Broce en6 ADD AASHTO SIGHT DISTANCE INFORMATION \ BLOCK 10226 arp araad REVISED AUGUST 25, 2025: PER CME REVIEW LETTER | REVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT | SITE PLAN ) FRAME DWELLING FRAME DW \ FRAME. DWELLING ELLING FRAME DWELLING FRAME DWELLING \ FRAME DWELLING FRAME DWELLING | \ FRAME DWELLING Pa Sheet SE-3 FRAME DWELLING PROPOSED SITE IMPROVEMENTS ; f | \ —_——————a a MONTCLAIR STABLES TAX LOTS 176, 179 & 186 \ / BLOCK 152.02 TAX MAP SHEET 77 BLOCK 152.26 ie tA THE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY GRAPHIC SCALE \ ; a ce] / i %4 )) ( i?) 10 20 30 Certificate Of Authoriyalion Nox 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM 60 JANUARY 31, 2026 Cet kG (a ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM FEBRUARY 19, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540 SCALE: 1°=30’

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