MONTCLAIR STABLES REV 2 SUBMISSION PLANS

fs FR. FRAME DWELLING Zz a 3 FRAME DWELLING FR. GARAGE 2 ' GARAGE BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 anpeneiaal ea = Boe i BLOCK 151 LOT 234 LOT 231 LOT 228 BLOCK 151.05 g < ° | B LOT 17.01 B INLET LOT 13 ‘ IV. 13 N 488.5 > 2) \ INV. OUT 488.40 4 o a B INLET ° / B INLET | | } / © GR 457.09 an AY id GR, 502.82 ° ~ DEP. CURB DER. CURB Bc 492.01 L2,D&E- CURR xc 49544) DEP. CURB |nc 49596 BELGIAN BLOCK CURB INV. 493.06 se 19% i “| INV. 500.4 DEP. CURB Baers BT BELGIAN-BLUCK Bc 489.46 Be 469.99 ; =] : = BELGIAN BLO Be 50560 = 15" RCP = = CURB PROPOSED DOG HOUSE MANHOLE. = ORE 4 y 7 \\ Zy “ty y eat, a = / - ‘ soi, > Lv va INV. OUr= 465.0% > vc 1 a Y eo se - ir <> v v mf, OMB i — | our feo yy cme ob VA a L 2 WOODLAND AVENUE Wa ¢ C 2 Y . % 48819 xe anes (aoa g P xas245 ( TAPER TOR OF CURB 19579 , 49904 ( \ a ated VY SN NBs 5 TO MEET SIQEWALK \ (S0" RIGHT_OF WAY PER TAX MAR) > Nitin \ YK MG \ ~ \ i IN 487.45 INV. OUT 489.51 \ (TYPICAL) ~ ~~ nN N Sq INV. 498.3 \ \ N \ ~ oo 7 15" RCP S . ~ ~ ~ ~N S \oep. cur BELGIAN, BLOCK \ \\ se" — =. AOS ae Fe «i005 —% ~ — ee ~ > eee > 128672 pep_cus\ JE 8 = re gegen TUR > Ea cog wv. 500.4 gee TC E775 CURB pea] TC 49016 ig PAVER PAVER See = = : = - SE Ol AVER WALK saeco [ ” “AER “AVER S50° 58" a9: guar 475.40 RAVER ne70 ance Vora . 4 seas seed ssger PAVER fgae [| _CING WALK, : 7 3 7 se > 3 = 7 PROPOSED 15” RCP OL. 3 ss7e% A65 y ye J Casnis 28 y bd aan On ey Are 12 LF. @ 5.38% + / —— 4 / 96.70 Veg | * 492.90" l< 2 ) as7as : pe "FOND <i) IES 8 KK 53 yo" § ! PROPOSED TYPE D INLET / y / st ; / — LIMIL“OF DISTURBANCE 5 4 a sea 7 PAVER 49729 19 | ce / INV. 486.3 S| -~_“~ 8 wre YN Si es N\] \ a “patio 4998, 419982 aa 489.4: vy | 496.43 \ \yag7ae ra —f 499.4 coan 499.88 BLOCK 152.02 ‘ Iss we a ag “pe / PAVER assy — 666 496907 £9719 | 497.338 Ahoy me ee pati ey a LOT 172 ' les #9 xasi2 ‘ Teg \9726 nt $3308 2 sen — \ 4 \ § to / z 4932 +99 ‘ a | 2 ol * »( Lis | : aa _ ‘iw. \e97.5 | za ; | Cee [ oR, \ BLOCK 152.02 2 sTORY Ez 2zig | J 22034 49h | —_— — Nero r” | nese LOT 186 4 AWVO —_— . a \ FRAME wo Doll x 291,05 NY — 493.2% 493,50 xf SL oot oye Se ee _y- coe) [ough NEW, 47e units (rv )\Y | y 2 As | — Se ] < nr, | Wes | lb ------- 777 T Zoe Sorat ON 4’ X 4’ CONC. PAD Uv PROPOSED 6” PVC 0 INV. 489.5 “%s123 f oe xeon = \ WA \ | 4 PARKING LOT SOLID PIPE @ 5.0. ea 88 | agg 39 OS AEM | | asaeg 10492 \ INV. 491.8 “ZL \ \ " v 1 -_ Nr vagy RAIS

Sorat ON 4’ X 4’ CONC. PAD Uv PROPOSED 6” PVC 0 INV. 489.5 “%s123 f oe xeon = \ WA \ | 4 PARKING LOT SOLID PIPE @ 5.0. ea 88 | agg 39 OS AEM | | asaeg 10492 \ INV. 491.8 “ZL \ \ " v 1 -_ Nr vagy RAIS SPR | 49398 Jass00 46,2, \ pes LEADER\DRAIN CLEAN-OUTS (TYP.)—~\ \ 4 Bs af n09 Mae vee tm \ \ Sos Be me sousd PROPOSED| 4"\PVC SDR 35 9.11" UPPER LEVEL ONL \ \ \ ox ea PEREFORATED , ies \ @ 0. \ \ \_-—-tmir oF bisTURBANCE 4 forse \ \ proPoseh " \ ASRIVE. \ TW © 400.5 B BLOCK 152.02 \ \ \ | i LOTS 176, 179 &186 \ Z|. om 492.00% } \ PROPOSED 8” PVC LEADER | 150,302 SQ.FT. \ \ \ DRAIN PIPE: 3 \ 3.450 AC. \ \ 02.82% 3 : \ \ 1 eS | \ _ ism ig PROPOSED 6” PVC ) ge 50593 | wens PROPOSED 8” PVC LEADER 8 LEADER DRAIN PIPE prose ae oc 59599 | - —— DRAIN PIPE 5 105% INE RN Oil a -- — “_—n Lo x @3.15% 2 . FP so —_— a i — = ls EXIST 6” PVC ee ee — = - ——_ \ } oe LEADER DRAIN PIPE: SO ) psa : PROPOSED 6” Pvc SCH 40 SOUD | 1500 ° ” v0 aK\A\\) ‘ - — — —_— 4 : s50°sa"oore | A — =: — — | 75.00" — : bogs al [ x so070 scsooe —_. map| oS INV. 488.9 7 | } | We 504.38 Bro — 4 — ———490 —_ : Yo eee . : \ | ENCE : - - m4 —_ —_—_ \ OR a1.32 \ ee 7 f | | | | \ “a \ PROPOSED SAND RIDING ARENA, LEVEL @ ELEV. 491.0 \ \P INV 4882 1 STORY, | ! 2 \ \ ILD. - — \ B \ | wy, 480.0 Bhe-ee | oo t BLOCK 152.02 \ 4 \ walt 489. . \ LOT 132 \ \ \ : 09 445° fa | \ \ ) oy l \ \ \ LIMIT [OF DISTURBANCE ee \ \\" INDOOR RIDING RING \ . \ \ x 49026 496.5: se | | "| PROPOSED 8” PVC S\2 | | / \ \ LEADER DRAIN PIPE—Z ASPHALT % | Grou PROPOSED 8” PVC LEADER i a \ 95.25% PARKING LOT Ye ca’ | DRAIN’ PIPE: \ 1 | \ }10.88-|,3" | 2 @2.66% | 1 | ~ 4 UPPER & \\ _~ WER LEVELS QQ | ‘|| { _ \ 1 USDA SOILS DATA AQ Lt \\ \ exe: | | —_ \ \ GA ack KA e | / gy | PROPOSED 4” PVC SDR 35 \" . \ \ SOIL TYPE: BouB AN \\ | | PEREFORATED DRAIN PIPES \ PROPOSED 8 Pvc LEADER \ TT BOO ON ee GAND- BOONTON SUBSTRATUM COMPLES, | \ : \ 02.82% \ . DEPTH TO WATER TABLS > 80 INCHES 449064 \ |-——-PROPOSED_ 6” Pvc DEPTH TO BEDROCK: > 72 INCHES. | \ 449062 «ood | \ LEADER DRAIN PIPE a \ FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW e| | 2 \ CLEARING & DISTURBANCE = 26,191 SQ. FT. PLUS 44,501 sh \ a \ aly SQ. FT. DISTURBANCE OF PAVED AND ACTIVELY DISTURBED 5 a so < | a i 1 AREAS = 70,692 SQ. FT. TOTAL 7 \ = w 5 \ — a oll FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 8 3 — 7 an IMPERVIOUS COVER = —6,430 SQ. FT. REDUCTION ON-SITE . \ w 8 \

DISTURBED 5 a so < | a i 1 AREAS = 70,692 SQ. FT. TOTAL 7 \ = w 5 \ — a oll FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 8 3 — 7 an IMPERVIOUS COVER = —6,430 SQ. FT. REDUCTION ON-SITE . \ w 8 \ ‘\ . 40988 \ i | | sav Sa \ | \ ’ _ 3 \ mM a \ ENT \ \| REVISED JANUARY 31, 2026: DELETE DRIVEWAY EXTENSION THROUGH NICHOLAS AVENUE \ \ —_—_— xe 7 i BASEM \ . \\ \ \REVISED AUGUST 25, 2025: PER CMA REVIEW LETTER, REVISED PROP, CONTOURS \ x 489.56 _— 491 \ TRENCH 0, a : \ \WREVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT —_— / DRAIN . : : \ ' \ oe by * —_— — \\1 co —< Ji . oot \ | | ye ao oe \ ) i es aac cy a \. TGS 28759 || spas F ys ON GRADING & DRAINAGE PLAN 52 ; We ! : Oa 22 \\ \ : SS iy ei ~ Sheet SE-4 ga Wl \ — fesse \ Wo @ _ syc. a : . ; ea O-Bs ON 32 - _ N50’ 58' 0 535.00" elk e086 EXISTING DRYWELLS / : PROPOSED SITE IMPROVEMENTS _ , 2 _6" _ soe oy 489.0 wr / NES NS _ ese a —. Re = RV, BIO ase MONTCLAIR STABLES re feeor, BC. Te / a oo — — — __PINES __ __._ - - ed J 6 e751 | \ AVEL TAX LOTS 176, 179 & 186 BLOCK 152.02 | ~— ~~ 486. . , s | gr a 7 craven | neve TAX MAP SHEET 77 [ORM MH | \ 485.71 \ DRIVE * Pi ewe I nn J ea | | “Xe | \ \ THE TOWNSHIP OF WEST ORANGE | . = DRIVE T oe , NICHOLAS AVENU N yaar DZ sone — _ysa9 | ESSEX COUNTY, NEW JERSEY \ \ 2 3 8s 4 15" RCP — —~ — ” Bx ~ Lf. \ ey | / RIPRAP_ CHANNEL? . \ \ : . . G . —— 9 \ \ (S0’ RIGHT OF WAY PER TAX — e Z) 3 \ MAP) ‘ ts} APPROX. MH LOCATION oo ~ 490, 2 | WG MCCUNY CMGNG i BNET | \ \ Lv . PER TOWNSHIP RECORDS be oe 7 —_ J — / | Certificale of yp ly . li rNox 24.GG28204400 Ts aI Lh a sone a “Tl - ar q Pry 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 Been BATE WAL TOP 478.39 Btn 26 Ae RCP NY. 390.06 y 973-219-7546 | RMCNJPE@YAHOO.COM BLOCK 152.26 | — BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 JANUARY 31, 2026 Cet 1: (a as BLOCK 152.26 BLOCK 152.26 0 10 20 40 LOT4 LOT 3 85 OTs LOT8 LOT7 LOT6 mont LoT2 ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM {| SCALE: 1°=20 FEBRUARY 19, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540