MONTCLAIR STABLES REV 2 SLOPES PLANS

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