MONTCLAIR STABLES REV 2 SUBMISSION PLANS

fs FR. FRAME DWELLING Zz a 3 FRAME DWELLING FR. CARAGE a ' GARAGE BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 angen ies > = < * Brows m8 BLOCK 151 LOT 234 LOT 231 LOT 228 BLOCK 151.05 g < ° | B LOT 17.01 B INLET LOT 13 ‘ | GR. 491.07 ” INV. 15” IN. 488.5 . a INV. OUT 488.40 : = v v INLET fa / B INLET | | } ° / GR. 497.89 an A id GR, 502.82 ° ~ DEP. CURB DEP, CURB _|pc_a9201 he Pig CURA nc sepa) DEP. CURB [sc 49596 BELGIAN BLOCK CURB INV. 493.06 a i oa INV. 500.4 DEP, CURB Be 46750 Be aoa BELGIAN BLOCK Bo 185.46 Fo 46559 - rw 15" ROP => 2 a d “1 BETBIAN BLO Be 505.68 PROPOSED DOG HOUSE MANHOLE: URE 4 y 4 Zy 4 J sty y 2, L = 4 § ( sora 2 ¢ RIM = 488,74 Wa ~ = y a 7 y oe y 8 ra ve v= v v Z «go lle NY. 497.9_+ 4 i é / = Ot as =< 5 aw Jim. ours 4asox Y cee oe gh OX L 4 WOODLAND AVENUE 2 ¢ ap ae “\e_ X 488.19 x BC 49065 ( 491.40x r & x 492.46 ( Cx A944 495:79% , 499,04 Ne ( \ ( SN STORM, MH VY _~— —_ BANE! 5 \ N \ \ Ne «S50 RIGHT OF WAY PER TAX MAR) _~ ~~ SAN. MH S \ \ \ , \ ~ \ INV. IN 487.45 INV. OUT 489.51 ~ ~ ~N N INV. 498.38 \ \ 6 (NV OUT 487.2 6 6 NG \ we N N 5 ~ B \ \ \ \3 ME oo 15” RCP XN _ ~ NEP. CUR BELGIAN, BLOCK \ \\r; 595.4 = = a. AOS eee sa O~ — eee \ = SiBE ~ BER pee. cuss ES * gg Oe EES > eS \ COR ay soo gee TC ¥B7.7F CUR " .e,. i cee nA > 7 ; == ; , 3 aad VER so 2,WALK (49196 495.97 aude yack Nie $50° 58 OQ°E .,.,, 475.90 PANES 1969 «gous Nast : es epal_eye rae Ti igs hs si i =e ened y97.21y ba {1 z S051 _—_ v- o 7 27 7 eo PROP 15” . INSTALL & MAINTAIN. aot 16” 47" #49674 ‘ nA _ “1 CAPPED PROPOSED 15° ROP OL. 5 Su FENCE a va / a / ~ ae S Lt <2 ) sara ; sar ate T SPR. B< iQ 5S ope ¢ / \ PROPOSED TYPE D INLET 3) aes LIMIT“OF DISTURBANCE \ % — fesesn_~ PAVER “7728 roast 8C.| PAVER / \ 4 \} Ne Zo “a 9.83 INV. 486.3 3 L < ee f. . Lo Se v \ PATIO caver £9984 119985 y PROVIDE INLET PROTECTION St | 22] oo So ene i | : “er jones \ eonte AE RL 0046 $95 cog 8 Pa y " ; we 8 mM at ae INSTALL] & MAINTAIN | POPS : PAVER 49683 “9686 4965 (_ O79 4979 Mow as7ag yooesy PATIO 99.04 S v7, LOT 172 | (BS ( xan TRACKING PAD . | > / 2 495 - ‘yes Tw 49904 ose soo7e\,__- 3000 ye \ NL x I F | aa cris \ S82 ; + ona iV. \497.5 | 3 = a : r | Nr 45914 [ a, BLOCK 152.02 2 9 fi Tw 499.09 x4 2 STORY | 94 2 22le | J W0oxy 49h | _ — yan H | on LOT 186 U / FRAME oe ~ a fotos YY _ — Ty 49324 49350 _ DWELLING io le | XS — xasees woo OU Ee T er {hy esechA NEW A/C JUNITS (TYP. | \ y 9 2 ale

9 x4 2 STORY | 94 2 22le | J W0oxy 49h | _ — yan H | on LOT 186 U / FRAME oe ~ a fotos YY _ — Ty 49324 49350 _ DWELLING io le | XS — xasees woo OU Ee T er {hy esechA NEW A/C JUNITS (TYP. | \ y 9 2 ale ~*~ Pr, — eS WS | 0 OOO ded = W 497.45 ON 4 X 4 CONC. PAD. PROPOSED 6” PVC be IW, 489.5 Yass ~ / woo 7 \ ame “TT | 1 \ 4 ASPHALT SOLID PIPE @ 5.0: SPE ec e652, 4948 | | saeg 7 “96 \ IV. 491.8 ““ 4 1 UL PARKING LOT BS 06.9 | é soos | ecg HADES 49273 | 49368 /asao0 46, &, \ brs LEADER\DRAIN CLEAN-OUTS (TYP.) \ v INSTALL d¢ MAINT lee Vo ee crore S| | : ! \ | Nos SILT FENCE epee oust 1% " i \« ee ROPOSED| 4"\ PVC SDR 35 | \ 9.11" UPPER LEVEL ONL \ \ se. PEREFORATED | 49468 vrs | \ © 0.0% emt | \ \ |_-—— um oF: pistuRBANCE 4 Silay ee ess ok \ \ PROPOSED \ \ eve | \ T/W @ 490.5, \ 8 BLOCK 152.02 \ | \ | ,—~ | FH LOTS 176, 179 &186 \ 7\ } “200% \ ” a 150,302 SQ.FT. 7 a ! \ \ % i PROPOSED 8” PVC LEADER iz 3.450 AC \ | ; DRAIN PIPE: 3 : ; \ | \ \ \ @2.82% z \ \ ! al | | NC ssisrx \ 8 PROPOSED 6” PVC ag 5059 | : cin. a2 4 --7-7 \ PROPOSED 8” PVC LEADER 5 LEADER DRAIN PIPE oo $0599 AAA ZO Z | 2 o.05% —— PZ NN SC fy - —- SO - _| \\ \\\ Le _— DRAIN PIPE é : -_ Cant --77 = — nh ' . EXIST 6” PVC x \ \ — _—_— — 4 _— — — \ \ \ LEADER DRAIN PIPE- ° . QQ ) Poe en PROPOSED 6” PVC SCH 40 SOLID | N50" 58° 00°W * 58" 00" SS ~—>\- 00" S50° 58' 00"E | 3, |e — “ss — The a. ~ | ___ 75.00" | \ ex: 2 al [ 40070 we96 py Vy 488.9 | | Wee Renee oF ms — —_ ee VO oe eae a ee a nn \ veh | ° \ \ INV. 488.2 i | \ \ TORY 49758 \ \ “A \ INV. 489.5 / \ \ LAL DING \ “ow = ae Q \ \ #le-2e ¥ BLOCK 152.02 \ . INV. 489.0 \ LOT 132 \ \ \ . \ \ / q \ \ \ , oo 1.45) A \ \ ) \ | \, \ \ LIMIT [OF DISTURBANCE \ \\" INDOOR RIDING RING \ \ 8 re \ | "| PROPOSED 8” PVC s\e | | . 1 \ \ LEADER DRAIN PIPE—<4 ASPHALT B [grr | PROPOSED 8” PVC LEADER, \ | @5.23% PARKING LOT ‘o.88}<° | DRAIN PIPE: { 1 \ & = 110.85" % | 2.66% \ \ ~ ee LEVELS . WER \\ YY wae |) | \ \ \ { | \ 0 USDA SOILS DATA \ANAAN 482 | | 1 \ Caen 4 i} \ GA ack KAN e | gy | PROPOSED 4” PVC SDR 35 \" . \ \ SOIL TYPE: BouB ARAN! |__— TEMPORARY TOPSOIL STOCKPILE PEREFORATED DRAIN PIPES PROPOSED 8” PVC LEADER \ — BOONTON-URBAN LAND-BOONTON SUBSTRATUM COMPLES, \\ \ @ 0.0% SLOPE: \ DRAIN PIPE: \ 0% TO 8% SLOPES i ; \ 02.82% | \ . DEPTH TO WATER TABLS > 80 INCHES 49064 | PROPOSED 6” PVC DEPTH TO BEDROCK: > 72 INCHES. | \ 9062 2 aoe dd | \ LEADER DRAIN PIPE 5 \

\ \ @ 0.0% SLOPE: \ DRAIN PIPE: \ 0% TO 8% SLOPES i ; \ 02.82% | \ . DEPTH TO WATER TABLS > 80 INCHES 49064 | PROPOSED 6” PVC DEPTH TO BEDROCK: > 72 INCHES. | \ 9062 2 aoe dd | \ LEADER DRAIN PIPE 5 \ \ ~— aly FOR SOIL EROSION & SEDIMENT CONTROL PURPOSES, Ss a cS i THE AREA OF TEMPORARY DISTURBANCE = 70,692 SQ. FT. * \ g Bye, h —_ — oll > " {~~ 490 - a REFER TO SHEET SE—8 FOR SEQUENCE OF CONSTRUCTION. % \ ¥ | 3 \ s00ee “Ny Silas ea S| — iy) \ \ a _ [ee so294 bir) \ a —_—— ‘ 2 \ INSTALL & MAINTAIN \ _ — y \ essen \ | \\ REVISEDJANUARY 31, 2026: DELETE DRIVEWAY EXTENSION THROUGH NICHOLAS AVENUE ~~ sur FENCE s9956 —_ — =X \ TRENCH 7 u '\ "| REVISED AUGUST 25, 2025: PER REVISIONS TO GRADING PLAN a —_— / \ DRAIN: : . w\e \ : ye. vee = b —_—— i Ate T on es a ee SOIL EROSION & SEDIMENT CONTROL PLAN 2a W 4 N =z C INSTALL de MAINTAIN — hus aa BOTT HY 9088S ze WW \ : L SILT FENCE iy es _ ~ Sheet SE-7 2% Wl \ a5) lq bs “@ _|L - Se N50° 58'0 535.00' ok on See EXISTING DRYWELLS PROPOSED SITE IMPROVEMENTS ~ [ES SS - i ee 7 MONTCLAIR STABLES re feeor, BC. Te aS ED ~ PINES —— ~~ — — ___ 10a J GR 457 81 | \ AVEL TAX LOTS 176, 179 & 186 BLOCK 152.02 i] ae —_— 486, . : S | ee: oe ~ —__ 49696 J GRAVEL \ . ve INSTALL & MAINTAIN TAX MAP SHEET 77 ORM MH | F871 \ DRIVE a : DR SILT FENCE- FI Nase Masa | seaven | | 0 Ne \ THE TOWNSHIP OF WEST ORANGE \ | DRIVE _____ . = ~ \ saasr 4906 ESSEX COUNTY, NEW JERSEY \, | \ \ NICHOLAS AVENU y 4 15" ReP === = —— bd 40428 INSTALL & MAINTAIN \ \ <S0’ RIGHT OF WAY PER TAX RIPRAP CHANNEL E , G , , C Desi LEC 8 50° LONG TRACKING PAD \ vF atay F) e Tope Mm LocaTON 5 = 499 — MGINCEUNY CMG"; Bena | \ \ Y . mee roumene Recon _ — a / | Certificate of Authorization Nox 24.GA28204400 INV. Pata pa 1 a _ = ! ° se “Tl - Ln. i mer t Ferry 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 Ri an.31 BATTLE WALL TOP 478.39 BLOCK 152.26 INV. 486.9 INV. 490.06 J 973-219-7546 = RMCNJPE@YAHOO.COM INV. OUT 476.97 LOT5 (0 x BLOCK 152.26 | BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 JANUARY 31, 2026 Clot ‘ BLOCK 152.26 BLOCK 152.26 _— LOT 4 LOT3 oes ore LOT8 LOT7 LOT6 map? LoT2 ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM {| SCALE: 1°=20 JANUARY 6, 2025 PROFESSIONAL ENGINEER N.J. LICENSE GE31540