MONTCLAIR STABLES REV 2 SLOPES PLANS

ee ee rc BLOCK 151.03 FR. DWELLING] BLOCK 151.05 tori FR. DWELLING LOT 12 ax FRAME DWELLING FRAME DWELLING FRAME DWELLING ay FRAME DWELLING FRAME DWELLING @: Zs Zt BE BLOCK 151 y FRAME DWELLING FR ¢ 5 FR. LoT 17.01 es FRAME DWELLING BLOCK 151.05 fe BLOCK 151.05 BLOCK 151.05 PARAGH LOT 13 mi BLOCK 151.03 | FRAME DWELLING paras FAGLE ROCK LOT 236 apnea LOT 231 BLOCK 151.05 aaeeertae ne A LOT 1B __ 4] BLOCK 151.05 LOT 228 LOT 240 REMOVE 14 L.F\ CURB & PAVER WALK: + mr aE pram sa saan = z = ——— = = == x ae ma = a = y y v rd a ad i, \—$ ¥ > y- v= we MRD e Uo \- , REMOVE 20 L.F CURB & PAVER WALK 4 NK vo REMOVE 20 LF CURB & PAVER taux a a 4 aan Hye fo y “ a Seen coe =~. WOODLAND AVENUE = <— — —'\k s~ ~ ~~ > N \ a <5" RIGHT ‘OE WAY PER Tax se N \ \ Ne “\ : = = NS ~ ~ a \ ~ \ ~~ _ UN ] > ; \ we ude \\gs eit — Eng esau HW _ DEP. CURB emg i. ) PAVER x PAVER 5 ‘$50° 58 09" PAVER an ee ABNER - 7 vw x > fo ee rs A A 7 //-7 | con |, REMOVE LIGHT POLE ape 0 ONE FORMER HOUSE Vhah aye REMOVE 1 Be 4 Y 3) & SITE IMPROVEMENTS 7 R& / CONCRETE \ Az. | : 3 wn” PAVER BLOCK 152.02 2 | a hn DRIVE uf LOT 172 g cB) Pe ££ f \ coe AP 9 Lage 7 1 ME 3 1 / / 1 we cs nf ae Bs iS ypario / ia ne U “Tings Net7e6 ‘s | BLOCK 152.02 ; 4 CP Oke a mate ~~ hy eat @ 1 | LOT 179 / vay ous of, gfe Al | / x / NIN on BLOCK 152.02 i mde 22tgl | ASPHALT J “ ea LOT 186 BLOCK 152.02 | FRAME DWELLING “RANE Sq. eo)! = Fe t PARKING LOT“ meh so Se Ee LOT 167 DWELLING ale ae | ee xo ima 3 Y aspHalt = | QQ | REMOVE PARKING LOT=» és 4 PARKING LOT | | XQssr< N & WALKS | % “ Us PEF eelgrass nl cae y coe \ | Pa : ee ; = i | a Fn wedge dae pren LEVEL ON REMOVE 1,654 SQ. FT. \ | GRAVEL DRIVEWAY \ \ | REMOVE LIGHT POLES || 7 : » | REMOVE LIGHT Pole BLOCK 152.02 | | No B = x { LOT 176 o ~~ |. —- i BLOCK 152.02 \ “a i —_-- “ Smee | a. s ‘ ) Nt / \ S REMOVE PORTIONS OF LOTS 176, 179 8181 we “| x \ / REMOVE GAZEBO 3 GRAVEL DRIVE. SEE i 150,302 SQ.FT. wy EMOVE HOPPER & CONCRETE PAD FR. DWELLING ‘ X78 Sa Tt REMOVE RIP RA @ | SITE PLAN FOR LIMITS | 5450.46. eos ——— & 15” CMP. | a OF GRAVEL TO REMAIN: : he ot Ar | BLOCK 152.02 BLOCK 152.02 i 624 SQ. FT By, \ a 5 GRAVEL cous: einai LOT 132 ; REMOVE RAP. amy : pave 1 STORY LOT 168 3 . KA, ‘ _! : 5 \ a BUILDING B ) “fase + 5.91 N50" 58° 00"'W - ge a 49897 5 a! 4\So. PR. | \ 5 | 4 FT. \ mee A357 > 4 - ess a weer \ \ eee or e \ OFFICE BUILDING rs rom ort| | | \\\ 82 4 STORY, ' \ oe ‘ |

A, ‘ _! : 5 \ a BUILDING B ) “fase + 5.91 N50" 58° 00"'W - ge a 49897 5 a! 4\So. PR. | \ 5 | 4 FT. \ mee A357 > 4 - ess a weer \ \ eee or e \ OFFICE BUILDING rs rom ort| | | \\\ 82 4 STORY, ' \ oe ‘ | REMOVE LIGHT POLE ia ve aes 1 AL ores REMOVE LIGHT POLES, TYP. \ SS grave iG Y ve so invoor RIDING RING | > Sawe EXISTING SLOPES TABLE \—] 1— , REMOVE FENCES \ \ REMQVE PAVERS AREA 1: / \ N | paveR O% — 10.0% \ \ | patio ° ° ws pote & eRY-REMOVE 598 S. F. ? FR, GARAGE 2 \ loo tower nes \\| GRAVEL DRIVEWAY AREA_2: 4,631 SQUARE FEET w é | 7 ily oa 10.0% TO 14.99% 1,493 SQUARE FEET ON SITE 2 a —_— | . Zi aN \ ; 2 AREA 3: 1,626 SQUARE FEET we ee _ pss ko : 15% 10 19.99% 217 SQUARE FEET ON SITE ze piock 152.02 ma REMOVE WOOD RAMP. g wi 2s Lor 162 ! a 4 AREA 4: 1,614 SQUARE FEET oe FRAME DWELLING REMOVE EXIST. SAND RIDING RING _~ \ s £ 20.0% TO 24.99% 596 SQUARE FEET ON SITE we a 2 ae 2 \ 8 AREA 5: 6,960 SQUARE FEET wie ig Ve sal 25% AND GREATER 3,264 SQUARE FEET ON SITE re FRAME DWELLING eo ASPHALT -------~4 cao ohicbes Lt To rr SOT ra onsen vy : Tact _ ee aN : ori ws gk TOR. OA 4 : : Oe 506.35 Mid 507. 623 SQ. FT. _ . q 7 ate Fe sows : er a aes spzee (263\SQ. FT. ON SITE) 5 pve Fence REMOVE FENCES; ~ \ a / eo” 8 W ~~ i / — ya “ bs a aN To Ti ae | “eS Hl ty _ @- —~|ke@ co mae =e PNE(48 SQ. FT. ON SITE) za _* \ fal | dd N IN50° 58" 0nVW Y 535.00" a I \ \ nga | NON ‘ne Rafael = | \ ; =r 6 ke 3 Lane Y _ : ay rar ea _ 25 \ ye, Bt | a susan | . FT. noe | | ian GRAVEL a | 7 . , i | mn : : me | | a | | / CANNON STREET | fists | raven I an 762 $0. FT. / GRAVEL | a Xe | peve an ie \\ l ! { pave ! oe = sao | : : \ —-===>= Bo \ : “= = \ \ NICHOLAS AVENU Zz 2 7 WS SSS ERB \ as ] \ \ C30’ RIGHT OF way PER TAX = BELGIAN BLOCK w “Toot (\ Zam j \ \ BI] partes # ~~ 1 3 GR. 482.19 : Za to, — —- iain ail — he t wo aa, aot q iv i869 _ i 279 so . BLOCK 152.27 Fai 4B1.s1 GAFFE WAL, TOP 478.50 | 4886. : \ \ J pette tbat | aan SQ.FT. \ cK 182 \ BUILDINGS WITHIN 200 FT., EXCEPT | me to.08 po? SOs ar =F Low FRAME DWELLING ADJOINERS, WERE SCALED FROM a tL = GOOGLE EARTH PRO IMAGERY | Block 182.28 _ TREES & STUMPS TO BE REMOVED LOT1 ~ BLOCK 152.26 BLOCK 152.26 REVISED JANUARY 31, 2026: DELETE TREE REMOVAL FOR DRIVEWAY EXTENSION \ BLOCK 152.26 BLOCK 152.26 LoT6 | LOTS BLOCK 152.26 LOT7 LOT4 | Lor 10 BLOCK 152.26 BLOCK 152.26 EXISTING CONDITIONS STEEP SLOPES PLAN \ BLOCK 152.26 LOT8 LOT3 BLOCK

EE REMOVAL FOR DRIVEWAY EXTENSION \ BLOCK 152.26 BLOCK 152.26 LoT6 | LOTS BLOCK 152.26 LOT7 LOT4 | Lor 10 BLOCK 152.26 BLOCK 152.26 EXISTING CONDITIONS STEEP SLOPES PLAN \ BLOCK 152.26 LOT8 LOT3 BLOCK 152.26 LOT 9 LOT2 | | MONTCLAIR STABLES | - FRAME DWELLING TAX LOTS 176, 179 & 186 BLOCK 152.02 AME. DWELLING FRAME DWELLING \ FRAME DWELLING FRAME DWELLING TAX MAP SHEET 77 FRAME DWELLING ree owen Fre OVEN sent puting THE TOWNSHIP OF WEST ORANGE | FRAME DWELLING ecreneuces ESSEX COUNTY, NEW JERSEY \ BOUNDARY SURVEY PREPARED FOR LOTS 176, 179, 186, BLOCK 152.02 SITUATED IN . . . G . G 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 Cunningham Engineering Y Design; LLE | THE HORIZONTAL DATUM IS NAD 1983. THE VERTICAL DATUM IS NAVD 1988 —_ Certifie lo Of ”, lh . li No: 24 GI28204400 ADDITIONAL TOPOGRAPHY AND TREE LOCATIONS WERE PROVIDED BY WM. DiMARZO & SON \ ASSOC., INC. 2204 MORRIS AVENUE, SUITE 103, PO BOX 1717, UNION, NEW JERSEY 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07660 | _ = _ DATED DECEMBER 12, 2024 973-219-7546 | RMCNJPE@YAHOO.COM -== = — OFFSITE DRAINAGE NOT INDICATED ON THE REFERENCED SURVEYS WAS TAKEN FROM * p= ne TOWNSHIP RECORDS. JANUARY 31, 2026 kG | —— CANNON STREET — SS SS ORIGINAL DATE ROBERT M. CUNNINGHAM __ | = CSU” RIGHT OF WAY PER TAK = AUGUST 12, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540 ) aaaiaiaiaaiadaa/aa ; 7 Wm, DiMARZO & SON, ASSOC., INC. Surveyors . Planners 2204 MORRIS AVENUE, SUITE 103 GRAPHIC SCALE UNION, NEW JERSEY 07083-1717 TEL: (908) 686-2380 o 10 20 630 60 120 SCALE: 1” = 30° Chinon 2 Lara fh NJLS. 20788 SCALE: 1°=50" DATE: JULY 28, 2025 WILLIAM P. SWIFT, “yup 469 ° PROFESSIONAL LAND SURVEYOR and PROFESSIONAL PLANNER CERTIFICATE of AUTHORIZATION NUMBER _24GA27971700

el ee c— BLOCK 151.03 sLopiisPHELLING] BLOCK 151.05 POTTY TER. OMG 15.08 . LOT 12 o LOF 11 FRAME DWELLING FRAME DWELLING FRAME DWELLING rt FRAME DWELLING FRAME DWELLING BLOCK 151.05 FRAQE 230/ELLING BLOCK 151.05 a FRAME DWELLING z a3 ; FRAME DWELLING FR, LOT 236 GARAGE 5 GARAGH BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 maeeeyeaa saz BLOCK 151.03 BLOCK 154 LOT 240 LOT 234 LOT 231 LOT 228 BLOCK 151.05 FI g +) | Fi LOT 17.01 2 NE LOT 13 oO | | \ v / Gensone ° ~ DEP. CURR DEP. CURB 1931 2 cuRI susp DEP. CURB |pc a9596 BELGIAN BLOC WV. 500.4 DEP. CURB EAGLE ROCK a an ae aT = — SS == = — —— ey RESERVATION PROPOSED DOG HOUSE ay v v v x v “oy v v 2 = a 7 7 7 a Fa a / RIM = 488.74 Uo ve Lc = Wj ee a L Z L WOODLAND AVENUE jan. wa xP 49065 as14ox 492.46 x Aad “ iq eee ( — tet _ y \ a EINE 5 c ce \ “9878 Ne <S0" RIGHT_OF WAY PER TAX WAP) so) \ Ne Bigs Bw. Ourages: \ Ne ~ ~ ~N i \ ‘STORM Mii fou Mi \ — 6 et ROP N s “ee N N ¢>=—_ “es s ner mex AE = Se aS Kae \ ‘~ ~~. ed \ gee ~ 1802 pee. cu. IE Bs s emer Rms eae | ss ° : | AVE nVALK asa ay BOA Rie) espa MME $90° 50° OBIE su) 475-40") PAVER eas \vn a : 19990 ge . ravi CONG WALK, ! — = i : = it = ES —— = zi es IRON PROPOSED 15” RCP CL. 3——|- 49170 7 +Fhas4 Ye fh" Cas sess X0077 — Pipe YA TE x fs96.70 o o me 4H ° wet / | ) SLOPE DISTURBANCE TABLE PROPOSED TYPE D INLET—~' y / / 2 ARRANGE FOR UTILITY GR. 489.5 ey ~o oe Ys hy > 8 AREA 1: 2 DISCONNECTIONS, Inv, 486.3 gb sot x0 BY ese 08 : 0% — 10.0% 100% DISTURBANCE IS PERMITTED a CUT & CAP SEWER. BLOCK 152.02 ‘ yeesiga annag afte / ; par rc. & a LOT 172 LR xasia| Z\ 2 sg q AREA 2: 215 SQUARE FEET 4 sO ~ x In 8 ian ‘ ~ 10.0% 10 14.99% 14.4% DISTURBANCE al 4 = ae hee" Ct BLOCK 152.02 1,493 SQUARE FEET 60% DISTURBANCE IS PERMITTED 89 — x4! ° US 2. sTaRY ! 491.04 7 iA j saseMet Le ie \ LOT 186 AREA 3: 109 SQUARE FEET 2 y stock 15202 SER is os wor noe oe J eee ° a 15% TO 19.99% 50.2% DISTURBANCE 4 4 LOT 167, r me en | Ss ST) ° 217 SQUARE FEET — 40% DISTURBANCE 1S PERMITTED 3% 169139 ' sary H sr — | a ay, bm AT L 109 SQ. FT. WILL BE RE-GRADED_IO_ BE BETWEEM\0% AND 10% SLOPE q I coe yee ose 28 fous says, ows” YI ] \ é | ; | AREA 4: 463. SQUARE FEET uses vowsd 9 | | { idl \ ‘| a ow \a> GRASS PADDOCKS 20.0% TO 24.99% 77.68% GROSS DISTURBANCE j | f suse ee iu es \ |e UPPER LEN ve 596 SQUARE FEET 463 SQ. FT. WILL BE RE-GRADED TO BE BETWEEN 0% AND 5% SLOP! \ | 1 | a i \ 20%

‘| a ow \a> GRASS PADDOCKS 20.0% TO 24.99% 77.68% GROSS DISTURBANCE j | f suse ee iu es \ |e UPPER LEN ve 596 SQUARE FEET 463 SQ. FT. WILL BE RE-GRADED TO BE BETWEEN 0% AND 5% SLOP! \ | 1 | a i \ 20% DISTURBANCE IS PERMITTED = 1 i wa \ | \ | \ i \s (eo AREA 5: 661 SQUARE FEET “RIVE | I wh | l B BLOCK 152.02 | 25% AND GREATER 20.25% DISTURBANCE \ ji ~ i iy LOTS 176, 179 &186 gout) \ ol ee 7 ~—lhg— ~ 4 | a Nay sO Sate 1! 3,264 SQUARE FEET a2e SQ. FT. WILL BE RE-GRADED TO BE BETWEEN 0% AND 5% SLOPE Ie PROPOSED 8” PVC LEADER f FT. H 0% DISTURBANCE IS PERMITTED ! \ 78 50) FT. 7 ROPOSED 8” PVC LEADER |< i DRAIN’ PIPE- \ 3.450 AC. BLOCK 152.02 a \ DRAIN PIPE: | ] H ALL STEEP SLOPES SUBJECT TO RE-GRADING ARE \PREVIOUSLY MAN-MADE SLOPES Ook 182 X uf STEEP SLOPES TO BE \ { esos | . . oa p= ELIMINATED ; 1 \ sos am) ASPHALT PF AAA Yo \ s05ee PARKING LOT | ¢ 10% SLOPE _ xe \ N50° 58' 00"W rer pan J Oh - 15.00" S50° 58' 00"E _ \ — Ty AME Le | Us Sa | CO: | | tea BLOCK 152.02 OFFICE BUILEING 9 1} INV, 4882 1 soy \ LOT 132 \ UL DING 4 PROPOSED SAND RIDING RING @ FLFV. 491.0 H i Bene \ y \/ Wy | Y ING oo oo it vam ne | EXISTING SLOPES TABLE & 8 \ AREA 1: BLOCK 152.02 bo Ei \ 0% — 10.0% LOT 162 \ BLOCK 152.02 MN LOT 165 \X \ AREA 2: 4,631 SQUARE FEET wu N 10.0% TO 14.99% — 1,493 SQUARE FEET ON SITE =) ANN Ze \Y f AREA 3: 1,626 SQUARE FEET Oo; \ 15% TO 19.99% 217 SQUARE FEET ON SITE >t XA | E \ az wos \ ernie apeee ES TO AREA 4: 1,614 SQUARE FEET 5 a \E\\ 20.0% TO 24.99% 596 SQUARE FEET ON SITE 5 z @ rau a \ eas AREA 5: 6,960 SQUARE FEET w \, 25% AND GREATER 3,264 SQUARE FEET ON SITE USDA SOILS DATA _ ASPHALT ~----- 7-77 PARKING LOT SOIL TYPE: BouB BOONTON-—URBAN LAND—BOONTON SUBSTRATUM COMPLES, — ee BiFlonse Hh agen 0% TO 8% SLOPES = = Tn ] DEPTH TO WATER TABLE > 80 INCHES a _f San a al A DEPTH TO BEDROCK: > 72 INCHES. — | OAK : oN 4. e Tae pz z Sc oes = . ee ; 4 . | - . oe = ee . INLET ) FF Fara 7 craven 4 Wh MBB \ onavel a ee . a 4 \\ | PRBS leaven 7 (we me f pve & \ prive . : : . x LZ \\ J 0 | ( pave x 654 , NICHO ‘3 rn as om ssn08 5 d 2" xo? en Nee a Bo \ mos LAS AVENU Z * ; a ur ™= i. = eS SS SS Ee =e 8 \ \ 60’ RIGHT OF WAY PER TAX = = oe 08.76 = ¢ / TN Lak i \ \ Bl eal oe : ; = on Z b, Le we _ \ wo. wa agtes Tl BLOCK 152.26 : {* ; = = ie RIM 481.31 BARE WALL oP 478.30 Lots . INV. 480.06 Se : \ \ \ rag BLOCK 152.26 BLOCK 152.26 ef = \ BLOCK 152.26 BLOCK 152.26 BLOCK

oe : ; = on Z b, Le we _ \ wo. wa agtes Tl BLOCK 152.26 : {* ; = = ie RIM 481.31 BARE WALL oP 478.30 Lots . INV. 480.06 Se : \ \ \ rag BLOCK 152.26 BLOCK 152.26 ef = \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 | ———, Lora LOT BLOCK 152.26 L == Oe BLOCK 152.27 \ LOT 10 re LoTs Lot? LOT6 1-20" LoT2 “*” BLOCK 152.26 ~zZe LOT 11 \ | | nee LoT1 [oe | | Zz. \ Zé << \ PROPOSED ONE WAY DRIVEWAY o8 8” COMPACTED DGA, 12° MDE \ AREA = 3,364 SQ. FT. REVISED JANUARY 31, 20: 0 D » DI ELETE DRIVEWAY EXTENSION THROUGH NICHOLAS AVENUE PROPOSED CONDITIONS STEEP SLOPES PLAN 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 i CANNON STREET <S0’ RIGHT OF WAY PER TAX MAP) Certificate Of Authorization No: 24G.A28204400 \ y L, \\ 4 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 GRAPHIC SCALE - \ —< 973-219-7546 | RMCNJPE@YAHOO.COM \\ Yi Oe — — | / — JANUARY 31, 2026 Golut f (a \\ Y | 0 10 20 30 60 | = ORIGINAL DwWG, DATE ROBERT M. CUNNINGHAM SCALE: 1”=30’ AUGUST 25, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540