Site Plan Revisions 82525

_-— BLOCK 151.03 FR. DWELLING] BLOCK 151.05 Lor 11 FR. DWELLING LOT 12 FRAME. DWELLING FRAME DWELLING FRAME DWELLING FRAME. DWELLING FRAME DWELLING WEDDING & EVENT VENUE FRAME. DWELLING FR FR. ; FRAME DWELLING | BLOCK 151.05 BARAGI BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 PARAG LOT 13 BLOCK 151.03 | FRAME DWELLING LOT 236 Cora” LOT 231 BLOCK 151.05 eee LoT 12 BLOCK 151.05 CONST FULL HEIGHT GR. BLK.. CURB LOT 228 BLOCK 151 Lor 240 & PAVER SIDEWALK, MATCH “er \ Lor 17.01 + al \ | | ol ee cues \ vee. cusp ve curn [2 bee, cus mucin nace? gy ee EAGLE ROCK Nee \ a 1 Re Rk RESERVATION = omer v ¥ y y x at > ‘ ¥ v . fiw 2978 PROPOSED DEPRESSED CURB PROPOSED "DO NOT //-EROROSER DISRESEED CRE] WOODLAND AVENUE ET 6 os & 6” CONC. DRIVEWAY APRON: \e ENTER” SIGN. PROP. CURB RAMP & a\ © s «SO RIGHT OF WAY PER TAX , 8 \ | DETECTABLE WARNING SURFACE war 2. PRIVACY FENCE s s ; ; « \3 ut . oe N 95 { a5=JPROPOSED 5° WIDE|CONC. WALK TO — WAY GATE \g ae THRE pup PaVER ; BRA | OEE jk $90" 58" 00 wat 10" Paver - % 2 d - PaVER paver [ewe ae roe TSR) as/ et i ve [= 4 L en A R=1 2 FOUND cB \ 4 | "L-L—SIGHT <3 ? | FOUND — k= 4 t BLOCK 152.02 is { PROPOSED LINES mS 3 20 REQUIRED EXISTING PROPOSED LOT 172 S a > PARKING LOT | ACCESSIBLE > g PAVER Si 3, 8 e f | ke AOS PATIO paVER PAVER b, MINIMUM LOT AREA 80,000 SF. 150,302 S.F. 150,302 SF. 20 cS . \ <— PATIO watk Ve MINIMUM LOT WIDTH 150 FT. 475 FT. ‘475 FT. = Nn [> 3 — MINIMUM FRONT YARD 0 FT. 49 w eo St AO] \\ | oO \ & § BARN TO WOODLAND AVE. ‘ 29.62 FT. o# 29.62 FT. ## % % Rie 4 von poe BLOCK fsz02 |= BARN TO NICHOLAS AVE. 41.38 FT. ## 41.38 FT. o# a A BEE 22 = BASES : ” - Be BLOCK 152.02 FRAME. DWELLING 2,s7oRY Sa. eh OL 0 —aees e| ~~ \ VA \ ‘ARENA TO WOODLAND AVE, 29.33 FT. 29.33 FT. A LOT 167 DWELLING ele PROP. ADA PARKING SIGNS: ie ----T7 NEW A/C UNITS (TYP. \ ew ‘ARENA TO NICHOLAS AVE. 9.93 FT. + 9.93 FT. #8 4 wi es I _----- ---7 ON 4’ X 4’ CONC. PADS| a wim SIDE YARD 25 FT. 3% VAN ACCESSIBLE ADA SIGN —— \ i eee or BARN 65.91 FT. 65.91 FT. “Ee % ARENA 179.09 FT. 179.09 FT. m 1 PROPOSED LOW WALLS \ Paks FOR OFFICE BUEDING MINIMUM REAR YARD 50 FT N/A N/A \ | SEE GRADING PLAN: | q | uppen LEVEL ONL ca MAXIMUM BUILDING COVERAGE 20% 25.38% ee 24.73% 00 \ MAXIMUM LOT COVERAGE 30% 40.28% (36.00% +4 \ BLOCK 152.02 . | BLOCK 152.02 1 LOT 179 \ 3 CARD FENCE —_} MAXIMUM BUILDING HEIGHT 2 1/2 STORIES 2 STORIES 2 STORIES . \ >, 35

GE 20% 25.38% ee 24.73% 00 \ MAXIMUM LOT COVERAGE 30% 40.28% (36.00% +4 \ BLOCK 152.02 . | BLOCK 152.02 1 LOT 179 \ 3 CARD FENCE —_} MAXIMUM BUILDING HEIGHT 2 1/2 STORIES 2 STORIES 2 STORIES . \ >, 35 FT. < 35 FT. <35 FT. Tas LOT 176 \ B BLOCK 152.02 4 \ LOTS 176, 179 8186 es om VARUNCE REQUIRED uy 4 \ 150,302 SQ.FT. 0 &. “T 0 = PRE ne H \ 3.450 AC. i : CONFORM 2 \ H #0* = PRE-EXISTING NON-CONFORMITY TO BE BROUGHT CLOSER TO CONFORMING. FR. DWELLING 2 \ 7Q. | ‘A WAIVER OR VARIANCE, AS THE CASE MAY BE, IS REQUESTED FROM SECTION 25-8.4b. a 1 TO ALLOW AN OPAQUE FENCE, 6 FT. HIGH TO BE INSTALLED IN THE FRONT YARD 8 / an Gr al AT THE NORTHEAST CORNER OF THE PROPERTY. BLOCK 152.02 ig (f PROPOSED PARKING SPACE DATA LOT 168 | o > ea nnn THERE IS NO PARKING REQUIREMENT LISTED FOR THIS PARTICULAR USE IN THE DEVELOPMENT REGULATIONS. - —_ _ ‘PROPOSED NSO" 58° 00"W THE APPLICANT PROPOSES 9 FULL SIZE PARKING SPACES AND 2 ADA ACCESSIBLE SPACES. S50° 58' 00"E \ MODULAR BLOCK 15.00" THE EXISTING FRONT SETBACK TO A PARKING SPACE IS 8.3 FT. a \ THE PROPOSED FRONT SETBACK TO A PARKING SPACE IS 15.7 FT. an = = — _ _ \ REFER TO LANDSCAPE ARCHITECT'S PLANS FOR PROPOSED SCREENING PLANTS. | = sibs : 4, STORY BLOCK 152.02 PROPOSED LOADING INFORMATION . ILDING \ ape" , , he-e2 \ LOT 132 THE APPLICANT PROPOSES THAT ALL DELIVERIES AND REMOVALS SHALL BE VIA THE NICHOLAS AVENUE DRIVEWAY. Block 152.02 | 30 PROPOSED 145’ X 235 > LOT 165 oI RIDING RING ————~] NG \ 8 | __ NEW CONCRETE PROPOSED UTILITIES INFORMATION PROPOSED GRASS APPROX. ELEVATION = 491.0 InpooR RIDING RI \ MANURE DUMPSTER SINS WATER, CAS, ELECTRIC & SANTARY SEWER CONNECTONS SHALL REMAN. st | AnoscareD PADDOCK \ PAD PER DRIVEWAY S \ APRON DETAIL TO -PRQPOSED IMPROVED LOT COVERAGE SUMMARY DFFICE BUILDING & \ = REPLACE EXIST. BUILDINGS 37,164 S.F. - 5’ HIGH WOOD BOARD FENCE \ eR es S| PAD ane eed FR. GARAGE \ AT 4 SIDES ‘ 8 CONCRETE a1 SE. w m ws, | Wal. ——— me 22 \ GRASS 2 ent WELL PIT (STEEL) 44 SF. 3 \o, 8 yw a \X PADDOCK 2 ‘s 23 NEW CURBS 286 SF. 2 aa rey BLOCK 152.02 e 4 “35 coe FLUSH CONC. san : P| i Tne nro ot comnee ane BE RETENTION CURB (TYP.) eB . om O° FRAME. DWELLING Z DECREASE IN IMPROVED LOT COVERAGE 6,430 S.F. s 5 EB LOT AREA 150,302 S.F. We = IMPROVED LOT COVERAGE (%) 36.00% w % ZENG PROPOSED BUILDING COVERAGE (%) 24.73% lol FRAME DWELLING SS EISTING BUILDING COVERAGE (%) (25.38% ove---~---— AREA OF PROPOSED

5 EB LOT AREA 150,302 S.F. We = IMPROVED LOT COVERAGE (%) 36.00% w % ZENG PROPOSED BUILDING COVERAGE (%) 24.73% lol FRAME DWELLING SS EISTING BUILDING COVERAGE (%) (25.38% ove---~---— AREA OF PROPOSED DRIVEWAY EXTENSION 3,364 S.F. = co ee = ‘ a GR. 506.35 RIM 59.64 FOR OFFICE BUILDING z A: 5S a au i 3 R x L soe \ ia 8 cial cia @ ee % a ee L 125.00" J 50° 58" 00"W ¥ 535.00" \ 1 ? QM ; _ om. Be & x =f ee = BELGIAN BLOCK a 2 ay Foes " “ Va COR GRAVEL PROPOSED ONE-WAY DGA DRIVEWAY ay PROPOSED 4 \\ STORM, Mi 4 DRIVE &, Ss = wo DEP. CURB Wy \ ae ogee // i crave \ oe i T vl ~ pRive ee ee ae ; NICHOLAS AVENU ister Fass pl eS SS H = PROPOSED ALUMINUM OR STEEL 2-LEAF CS0" RIGHT OF WAY PER TAX IPRA CHANNEL ee — scuctay peneK @ — GATE W/ ELECTRIC OPENER AND KEYPAD MAP) $ AER ROX tt LOCATION a . wt ee CURB [og] bates 10 6’ HIGH, LESS THAN 50% OPAQUE ‘2, en . mea = \ wo. Bet Te cn ' AE ala BNEW, 1° ase PROPOSED LOCATION FOR REFUSE AND RECYCLING WW daa BRIDLE PATH r \ \ BUILDINGS WITHIN 200 Fu 6sRER | INSIDE OF EXISTING BASEMENT INV. 490.06 “\ L 26 . a BLOCK 152.27 | ADJOINERS, WERE. SCALEE ear PICK UP SHALL NOT BE BEFDRE 7:30 AM WoO FENCE 2K 15 GOOGLE EARTH PRO IMAGERY | PROPOSED ALUMINUM OR STEEL 2—LEAF \ | | GATE W/ ELECTRIC OPENER AND KEYPAD BLOCK 152.26 BLOCK 152.26 6’ HIGH, LESS THAN 50% OPAQUE: \ BLOCK 152.26 BLOCK 152.26 LOT 6 | LOT 5 BLOCK 152.26 \ LOT 10 BLOCK 152.26 Lor7 Lor4 BLOCK 152.26 REVISED AUGUST 25, 2025: PER CME REVIEW LETTER \ BLOCK 152.26 LOT 8 | LOT3 BLOCK 152.26 REVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT LOT9 | LOT 2 \ \ | | FRAME DWELLING SITE PLAN FRAME DWELLING FRAME DWELLING \ FRAME DWELLING | FRAME DWELLING Sheet SE-3 \ FRAME DWELLING FRAME DWELLING FRAME DWELLING | PROPOSED SITE IMPROVEMENTS \ | | | FRAME DWELLING FRAME DWELLING | MONTCLAIR STABLES \ | TAX LOTS 176, 179 & 186 BLOCK 152.02 SS—a= cS BLOCK 152.26 THE TOWNSHIP OF WEST ORANGE a _ ESSEX COUNTY, NEW JERSEY Certificate Uf Authorization No. 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 §RMCNJPE@YAHOO.COM . AUGUST 25, 2025 Chet (0 ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM FEBRUARY 19, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540 CANNON STREET (S0' RIGHT OF WAY PER TAX MAP) GRAPHIC SCALE 60 SCALE: 1°=30'