MONTCLAIR STABLES APPLICATION PLAN SET

bos rR. FRAM lL E DWELLING z BLOC , b, 3 F FR. Lor 234 °° BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 ARAGE qa Zz ' RAME DWELLING L LOT 231 LOT 228 LOT 225 sat BLOCK 151.03 PARAGE 8 NET BLOCK 151.05 2gO | 8 LOT 12 BLOCK 151 RV, 1S IN 488.5 LOT 13 ° iW a LOT 17.01 | \ <n INV. OUT 488.40 fy | 5 a : ; ° g ~ ms v $ J a aaTS Tt DEP_CURB DEP, CURB «4900 © DEP. c BNET p's ) mesa aa BELGTAN BLOCK aaa as TOAST pease page CORE ra sul DEP, CURB _|rc assse BELGIAN BLOCK ae IWv, 486.08 BD” if ca) GR 502.82 IPROPOSED DOG HOUSE MANHOLE y < W Gj y a4 Y S 18" RP — oS == 5 ae DEP, CURB RIM = 488.74 y ve a Vj ae > ”™ ® v——s w ss _ a / A y Sera 7 eR TAleN BLO BC 505.68 a _ a oe 4 o- i v 4 INV. 4979 4 e — wees (mn gf 4 WwooD ¥ oll $ \ \ — ama, WY Pir ( TAPER TOR OF CURB ws LAND AVENUE io C aan te uo _ N\ \ INV. IN 487.45 TO MEET EWALK \ «S0’ RIGHT OF WAY PER TAX MAP) , \ © INV. OUT 487.2 ¢ (TYPICAL) Ke N SAN. MH 7 ~ NN ~ I RIM'SOL3S \% 15” RCP. Os. N N ™~ INV. 498.38 \ = a ae ~ . — . ® te 49018 m9 i Ee BE 42622 DEP, CURB 1 43342 ~ 1c 49920 DEP ~ 299 N \ \ AVER 55 -WALK sonze.e0437 PAVER 76H 001 = 49705 be 4388 of 19983 nc 4 \ Te 5058 7 eo WALK $50° 58° OQ'E ....,, 475.90 PAVER ~ ae, \ ) SS PROPOSED 15” RCP OL. 3 _ 7 = i] F =p Le S82 ys Nora “197.66 19995, 498.89 499.27 FAVER spe : 1 CONG-WALK ; Z x 9208 a / Be pe" Con pee 499.6 neal — PROPOSED TYPE D —<- 49290 2 n9670 \ PROPOSED INLET: 8) 7, / Bz J Ue \ INV. 486.3 : — wo " . sore 8 8 L a4 L ~~ & 49178 5 a i poe wa > & we 7 PAVER 1s 499.64 SYC.] PAVER BLOCK 152.02 = i. Sa hot y sony ; ne 4 \ Patio 49983 : | {ea & W/ gatas as1ag x Aifa 96a ) 49726 WALK #42284 LOT 172 I ss / Tae | ose Sere FP asp L992 wooae YR sooey 19788 hy ee 5 ( | J | ° 495, PAVER ; 1908 ora he aszao 8 MOOPATIO. Poe osc Lag | eGo [oi/\ Se | £25. as _ nae i 43508 ian Geen sf a : F Dhtedg, (pen | Bokdha\ ssa 2 STORY | G2 C212 | (ee | 42500 eo No 284 FRAME Sa. Sal ¢ Tits : / ssase PR BASEMENT PD 37 45 Iw 49309 BLOCK 152.02 ele e 4 5 x * lee 497.76 DWELLING 2 8 5 Fa senna “ 932% 493,50 fi ee | kaa _ \ LOT 186 3 / ver . oe 28 ae \ [fe wed NEW A/C UNITS (TYP.)\\ ic | 653 | ! 49378 Oe" Nasa --- 7 wo 48745 ON 4’ X 4’ CONC. PADS\\ L Xsoeig AM | soa 7 oe \ | / / \ ASPHAL 88 so . seA9159 49172 | fase . 1 ex aan ieee rr 49998 fooioo 45,3, fooars \ \ “A \ PARKING LOT = PLAS, x 49156 | es \ 8s ' | (| id \ Ea | : : . ee \ | | 49468 zs | 9.11 \ W A923 497,26 nes UPPER LEVEL ONL

o . seA9159 49172 | fase . 1 ex aan ieee rr 49998 fooioo 45,3, fooars \ \ “A \ PARKING LOT = PLAS, x 49156 | es \ 8s ' | (| id \ Ea | : : . ee \ | | 49468 zs | 9.11 \ W A923 497,26 nes UPPER LEVEL ONL | lesras wa . \ | | her \ \ 1 \ 489.45. \ . ASPHALT \ DRIVE \ ; 7 \ 7 | \s hoanx cRAVEL|E 5770 | \ | \ soamd = oes ~ \ i \ pRive \ BLOCK 152.02 \ er’ \ y ~y 3 \ 1}. Lots 176, 179 8186 \ \ 4 z. ” A Wo \ a ee pearance noo yh Sager |W Loge 1 w Yd \ m ! . 99.57 \ ! - \ _ louse F \ \ | pe | Kone 4 | cur. ss & \ PROPOSED 8” PVC | \ | / a“ 4 i \ \ LEADER DRAIN PIPE 1 se545499 ] ae 50893 | snneeS | / a Be — : Wp oe oa | as 550° 58’ 00" SASS Mio oe ~ — , | 1 \ 75.00" __< poe [ mee xe489.29— | 67 ; - N50" 58° oo"'w * 48972 489.46 Se | 00" na — — > e A INLET \ \ : S cere ; , yer 0488 | \ GR. 491.32 | \ No ot ee : 3 >, \ INV. 488.2 1 STORY \ Z L ns 7S \ TL DING \ a ee \ \ Bub-ee \ ~~ t 448" \/ \\ i \ BLOCK 152.02 \4 —_ \ LOT 132 449026 \\\ INDOOR RIDING RING \ \ \ \ | , on” coe . \\ | 1 Bees “| PROPOSED 8” PVC \ PROPOSED 8” PVC LEADER \ \ \ LEADER DRAIN PIPE- IF - 4 1 ASPHALT \ V xass49 Ne \ V PARKING LOT NN \ \ \ ~ 4 UPPER & | \ _ ER LEVELS i \ \ cals wn \ ve sas \l | floes \ | USDA SOILS DATA \ ” RIVE \ aoe 12” PVC LEADER \ \ > t ¥ BOONTON. rnd . dss YL —URBAN LAND-BOONTON SUBSTRATI — | \ | saa sae Fd, \ . as 0% TO 8% SLOPES UM COMPLES, a wood | | boo { PROPOSED 6” PVC : DEPTH TO WATER TABLS > 80 INCHES e LEADER DRAIN PIPE \ DEPTH TO BEDROCK: > 72 INCHES. MAP —~ 5 a \ 7 cio — \ \ < ~ . a wu i Z \ \ RN 28, :,\ FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 5 3 2 \ \ we B B q ace anehe \ CLEARING & DISTURBANCE = 26,191 SQ. FT. (THIS SHEET) 8 Q 2 | \ Les ys fia Naa PLUS 10,495 SQ. FT ON SHEET SE-5 = 36,686 SQ. FT. TOTAL S Ae peiVe 7.” 8 3 | “ “T\ 2 aL S )) | a9 FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW ne 40900 4 ae Nee | gay sewer | 7\ ff Pus 4 soe COVER + &A0 SQ. FT. REDUCTION ON-SITE 3 a \ yp) sme 1 KOMP TES . VANS as , . FT. AREA ON SHEET SE-5 = 3,066 SQ. FT. = eee ror | RM 490.25 RIM $90.29 S : ] NET DECREASE ’ nae % ~ a | Feancty 38 Be s0294 BASEMENT WALL_ _ —\. ; —' \\wett Pe REFER TO SHEET SE—5 FOR PROPOSED DRIVEWAY EXTENSION IN NICHOLAS AVE. _< DRAIN 2 2 X 454908 Mo oan \ 2 2 y | TO ee ae : ) a . a a — 38 “ a Ww 48759 lho 19035 ™~ @ : en Y 10 N % & _ y = _ ~ fe sass GRADING & DRAINAGE PLAN 380 TTT — EE) — 9 syc a ~ [ N — . . — _— N50° 58° ——— Sheet

2 X 454908 Mo oan \ 2 2 y | TO ee ae : ) a . a a — 38 “ a Ww 48759 lho 19035 ™~ @ : en Y 10 N % & _ y = _ ~ fe sass GRADING & DRAINAGE PLAN 380 TTT — EE) — 9 syc a ~ [ N — . . — _— N50° 58° ——— Sheet SE-4 _ _ _ 7 C q ¢YWELL: "ces, BC ic Ja —~ —_ —__Bives . oe = — 4 i] * . PROPOSED SITE IMPROVEMENTS | PS Ta ~ —_—-—- 487. ORM MH | i Be 48419 — tage a GRAVEL INV. 484.52 \ eavel MONTCLAIR STABLES Matos | paven I | veaven TESTE y f eive > Gl TAX LOTS 176, 179 & 186 BLOCK 152.02 ° ) ROAD 493.72 \ e IVE | | / we ce “Ne \ oR TAX MAP SHEET 77 \ \ 423 — — 487.83 ' “Be _ l \ is = a t N NICHOLAS AVENUE 097 - sone THE TOWNSHIP OF WEST ORANGE i 2858 mn a 8 \ \ <S0’ RIGHT OF WAY PER TAX < A ‘s° Rep NT pimp cane) ESSEX COUNTY, NEW JERSEY \ MAP) : o = RIPRAP_ CHANNE! cR. 40219 | \ \ LC 4 & Bi SOWNSHIP RECORDS eo 4908 \ == 490 Em rf Cunningham Engineering ye Design; GLC ‘STORM MH ‘to __ Te ee \ Ny 1—w.d. MH RIM 481.64 ab a - Tee a J \ g fe , , Mig dBi 1 Batra top 470.39 T slocK ten 26 - — Certificate ff Authorization Nox 24GA28204400 cn 182. 15" ROP | 13" BoP 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 . 486. . 490.06 973-219-7546 | RMCNJPE@YAHOO.COM tered Bete BLOCK 152.26 BLOCK 452.26 | ——$$——$— BLOCK 152.26 BLOCK 152.26 . LoT7 40 LOT 4 LOT 3 BLOCK 152.26 JANUARY 10, 2025 duct 1 . a on° sass {| SCALE: 1°=20 LoT2 ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM FEBRUARY 19, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540