Site Plan Revisions 82525

bos FR. FRAME DWELLING z a 3 FRAME DWELLING FR. GARAGE 2 ! GARAGE BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 anpeneinal = 4 a Brows 08 BLOCK 151 LOT 234 LOT 231 LOT 228 BLOCK 151.05 g < 7d | rs) LOT 17.01 SE rons oT) lk INV. 15” IN 488.5 6 \ 7? 2, a INV. OUT 488.40 j Is / 9 © | —_f i | 2 fhe A a\ ae ° ~ DEP. CURB DER. CURB Bc 492.01 LO,D&E CURR xc e544) DEP. CURB [nc 49596 BELGIAN BLOCK CURB INV. 493.06 xe 19 i | % INV._500.4 DEP. CURB BC 487.30 v7 Be ABET BELGIAN-BLUCK BC 489,46 Be 489.59 , =} O = - = BELBIAN BLO BC 505.68 —TURB a= “ 15" RCP — oa — s STORM MH 15" ROP CURB PROPOSED (pos HOUSE MASHOLE _ 7 5 _— 7 \ - Zy va > oy y ae ye oes ; / 2 G | me / é = Cy Y oe 4 — , oa . | 501. jw our = 400.08. 2 a ae L L 4 L WOODLAND AVENUE 7 ¢ canes es — x 49819 ( erie assx 29 C & x 492.46 ¢ © 494 TAPER TOP OF CURB 495,79 (50° RIGHT DF WAY PER TAX WAP) 49908 \ NN aie asdS4 | \ WY ~ ERNE 35 \ ~ TO MEET SIDEWALK \ To 2 ~ ~ q \ IN \ ; Mv Our 6a 5 INV. OUT 489.51 \ (TYPICAL) ~ . ~N S ~N N N ¥ \ »~ \— 15” RCP. ~ : ™ 5 ™~ Npep 4 _ = pS Fn. =Q _— —& = se/ont \N Ee 22H vee cut et | ~ gig A wu a__| = gee T = CURB ‘ucl[te 428 — 7 7 49018 PAVER r Ane, 7 7 | 290.02 \\| 9% ; AVER op3,WALK (491.26, 49137 <2 ous WALK ] WALK 550° 58" 28: «goa 475.00 raver 19699 4 496.65 \sonanetce 6 49058, ges) 19927 roves 499.80 ON ta = oe = - vo — v — = — PROPOSED 15” RCP OL. 3——T}e: SS We ‘\ Bo, F196" Coons APRED 12 LF. @ 5.38% + | = 4 9 . . \ : GROROSED TYPE D INLET / / / vc rey | BL Raven ore mop asa 3 | . * if i 7 . - \ INV. 486.3 Ss | -: —~_~ & 9178 IS n Si . a “patio 9.8: bo | \ Br fl a Rp csse0s 4 49234 J Sy 4 \ 497.26 \ 4 Ba | 209.41 ay 4912 . 496.43 \ Seovue Fat Bex 49933 499,06 59.80 g : een 12” Bren te | Bess ) CA ee / | > PAVER 496.69 496.66 49997 Lr 0704 Ly sgza0 8 299e5fPATIO ; \ 88 | | ae estes ¥ el sono ; ae || adpso ( /\ xe ' i — lL MULTI (9355 co ing ae\ 497.2 ws “inv. \497. a en | ; £2454 LEADERS [PB ascet 49750 8 2 le s . “ani AN Sv is aor tee 2 STORY I 2 e2l2 | {Seas gh | J — al vonse SP, | rN foes 49776 g ; LOT 186 q Gull % 5105 iy —_—_— 493.2% 493.5 oon De 497.48 DWELLING els 2 — Tue ame Soa © _---7- wk \ eo NEW A/C UNITS (TYP. \ So Sy % a wer vnnen ~e----7 he ih ON 4’ X 4’ CONC. PAD >| INV. 489.5. %o.22 / 49973 (esa a | \ ASPHALT | | ct ve HSB, 49144 | 19385 / ns \ INV. 491.8 ‘K 7 | PARKING LOT | ] a3 ] ae sasugg XESS 49878 | 49268 [19400 554%, \ woos” | LEADER\DRAIN CLEAN-OUTS

D >| INV. 489.5. %o.22 / 49973 (esa a | \ ASPHALT | | ct ve HSB, 49144 | 19385 / ns \ INV. 491.8 ‘K 7 | PARKING LOT | ] a3 ] ae sasugg XESS 49878 | 49268 [19400 554%, \ woos” | LEADER\DRAIN CLEAN-OUTS (TvP.)—\ \ 2 aR a x 17H I | ' ~ \ rs) ES ausd PROPOSED| 4"\ PVC SDR 35 | ! \ pe \s 9.11" \ 45020 49726 wre UPPER LEVEL ONL \ ea PEREFORATED \DRAIN PIPES | | 49668 7" | fsras Of Rs \ @ 0.0% SLOPE | \ tale 495.0 \ \ 4) BS aces propeseh " ln ohn GRAVELS esr700 | \ Thre so609 ASRIVE. TW © 400.5 B { ‘sRive \ BLOCK 152.02 \ -_ FH \ \ LOTS 176, 179 &186 \ \ \ re PROPOSED 8” PVC LEADER \% \ \ 150,302 SQ.FT. \ soba, | Oo 7 DRAIN PIPE: 3 \ \ 3.450 AC. | ont x 5001 ad 2.82% 5 \ \ \ 199. \ eo 4 a ig \ \ PROPOSED 6” PVC yy #7 | wc 50893 za $8 PROPOSED 8” PVC LEADER 8 \ \ LEADER DRAIN PIPE Bes Hoon | a we 50599 | QO DRAIN PIPE i \ \ 01.05% --—- Ps --—--—-- \\\ ’ . of \ . Ec 505.68 cance | \ CBSE RIS mee QQ PROPOSED 6” PVC SCH 40 SOLID | oo \ N50° 58° 00"W seer naam AAA PIPE @ 5.0% SLOPE —_ 15.00" 550° 58° 00 _ So eesetone, 18956 46930 | \ «0987 75.00" __— a ooze sons my, 488.9 \ oN eee aap \ A INLET \ NS : mA eee _ ee 5 BaP _ | agi \ LUILDING \ \ NT \ NV. 489.0 Hie-2e | | t BLOCK 152.02 \ 489. i \ LOT 132 | 1% \ NG RING ~ | 4 soe INDOOR RIDI | Voss \ | \ | \ \ “oA PROPOSED 8” PVC | \ Sees “| / . \ \ ~ \ LEADER DRAIN PIPE- ASPHALT | \ PROPOSED 8 PVC LEADER iW | \ @5.23% \ PARKING LOT | 9) @2.66% | \ \ \ ele NL \| UPPER & ; . : - WER LEVELS , \ l \ || \ | \ le A to ze ssa USDA SOILS DATA | RA’ | 4 . \\ | —, st 2 \ j 3 PROPOSED 4” PVC SDR 35 \ \ IVE \ SOIL TYPE: BouB | ~ PEREFORATED DRAIN PIPES \ \ PROPOSED 8” PVC LEADER \ 1 : BOONTON—URBAN LAND-BOONTON SUBSTRATUM COMPLES, \ © 0.0% SLOPE- | DRAIN PIPE: \ \ Ps 0% TO 8% SLOPES | | 02.82% \ safe sppae 2 Lo \ . J. a DEPTH TO WATER TABLS > 80 INCHES 449084 \ ae PROPOSED 6” PVC DEPTH TO BEDROCK: > 72 INCHES. | \ 449062 «ood | \ \ : \ LEADER DRAIN PIPE a \ . \ FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW el | 2 \ \ EN, CLEARING & DISTURBANCE = 26,191 SQ. FT. (THIS SHEET) PLUS i 8) NN \ | \ \ ~ ~~ 2o oh, al 44,501 SQ. FT. DISTURBANCE OF PAVED AND ACTIVELY DISTURBED < \ < a Ht | i, 49141 Mcp \e AREAS PLUS 10,495 SQ. FT ON SHEET SE-5 = 81,187 SQ. FT. TOTAL w 5 \ — \ Z INV. 489.2 Vo . 5 a \ \ \ \ \ poe DRIVE] FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 8 6 \ 2 \ Mv. 490.1 \ nn Or IMPERVIOUS COVER = 6,430 SQ. FT. REDUCTION

5 = 81,187 SQ. FT. TOTAL w 5 \ — \ Z INV. 489.2 Vo . 5 a \ \ \ \ \ poe DRIVE] FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 8 6 \ 2 \ Mv. 490.1 \ nn Or IMPERVIOUS COVER = 6,430 SQ. FT. REDUCTION ON-SITE ie \— 490 ‘ \\ | ~ Sse san sewer (7 \ : PLUS 3,364 SQ. FT. NEW AREA ON SHEET SE-5 = 3,066 SQ. FT. 3 7 \ , + eae ae ~~) savy SANMH | ee fn a ] | 8 NET DECREASE \ x 489.88 \ _—_--— ~ o RIM 490.23 RIM 490.29) | — re | —— 8 _—_-- ‘s Cent as pee . BC 502.94 3 in —-—-—- 7 \ ; Reed ase | On 2a ene | REFER TO SHEET SE-5 FOR PROPOSED DRIVEWAY EXTENSION IN NICHOLAS AVE. ; ) j i Hn ‘ \ _ —_— — 1 " \__ essenent \ Pn on ne Shook >. 44008 aol REVISED AUGUST 25, 2025: PER CMA REVIEW LETTER, REVISED PROP. CONTOURS x 489.56 _— 491 \ TRENCH " - 73 2 y ~ ” : REVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT _— / \\1 DRAIN: . 492, ae ~ > —_—_ Cc — x gonabl >s- 9 x 1.4 cata | acer | % xs GRADING & DRAINAGE PLAN zs 490 = * . 90 q e089 zz iy 8 Xf _ ee Aaa Sheet SE-4 ga fesse le bx _@ _|- syc a [ — _ a EXISTING DRYWELLS PROPOSED SITE IMPROVEMENTS NS = _ ~ : . _ MONTCLAIR STABLES — 8” ~ — es, BC. fe e308 AST —~— S PINES —— —_—— - TAX LOTS 176, 179 & 186 BLOCK 152.02 i SK a So GRAVEL INV. 484.52 GRAVEL | Reg ete > - = ; | pRIVE TAX MAP SHEET 77 [ORM MH | \ 485.71 \ DRIVE * ee lew om | / orev | “Ne | \ THE TOWNSHIP OF WEST ORANGE | | ses ep BRE eg _ el X aaa sts = ESSEX COUNTY, NEW JERSEY BS // \ \ is : - \ \ NICHOLAS AVENU Zz WA 15" RCP eS ” = hs 8 \ \ So’ RIGHT OF WAY PER TAX —__ — BERN CHAN Cunningham &: Z Z Y Design; ELE | + : MAP) ts] APPROX. MH LOCATION 5 4908 — = 190g WGYMMCOUNGYG < \ 4 e@ PER TOWNSHIP RECORDS re * Te / De . . B 2 gad | \ \ 4 cam a eae 7 eT ~ Certificate Of Authorization Ne: 24 GA28204400 STORM MA I - Lo. me t Pry 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 FW. Ma RM 481-84 ee BLOCK 152.26 NV, 386.9 INV. 490.06 y 973-219-7546 | RMCNJPE@YAHOO.COM INV. OUT 476.97 LOT5 . BLOCK 152.26 Chet f BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 apna | —— a, eee LoT3 BLOCK 152.26 \ AUGUST 25, 2025 kG : LOT 8 LOT7 LoT2 "“" DRIGINAL DWG. DATE ROBERT M. CUNNINGHAM LOT 9 | SCALE: 1°=20' FEBRUARY 19, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540