Site Plan Revisions 82525

05 FR. FRAME DWELLING z FR FR GARA 3 AME DWELLING . aneeetaal BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 CF fa 3 bARACH OT 234 LOT 231 LOT 228 LOT 225 i a BLOCK 151.03 LP wet BLOCK 151.05 ig ° | 8 LoT 12 LOrt7ot RV, 1S IN 488.5 LOT 13 Q ul . pe INV. OUT 488.40 ” \ ? | o “_]) v - /% — DEP, CURB DEP, CU «4900 © pep. BNET A” fe PROPOSED DOG HOUSE MANHOLE BC 488.1 BELGIAN BLOCK BO 409.46 Be 40555 a = pe soe poate CURD Bo 4 ml DEP, CURB __|ac 495.96 BELGIAN BLOCK = inv. 49808 ge 409% ° i 4 oa, eee RIM = 488.74 a = w w w oy x uM Re — a == 3 Oy—— - = BELGIAN BLO Bo 50568 Hatt INV. OUT = 485.04 a e ao Y eo, 7 ~ . evs ¥ >< a oo a § ( STORM Mit rer ker CURB - JNV. NEW 15” = 485-64 4 - 8 /f AG ao L a 4 WOOD a >= v U 4 ~ ie ll, ie & ee ( re 0 C 4guaox ¥ C & ~apeas atone / LAND AVENUE “ 4 ( ri ad 7 a Riv o0o4 s INLET 495,79% , 499.04 \ \ Ss ee Ses \ o/ Res, \ NS \ \ (S0’ RIGHT_OF WAY PER TAX wary S oy . > ~~ ‘ 15” RCP S . N “s ‘ , ™~ ~ ™ > ~ ~ 3 NE CRE af. 74g) a8 eRe me Sais EBS HABE pep. cuRBN._Je BH »S re apaz0 DEP an 2 | 4 cay | ea gore AVER sop2,WALK 1 so26,45437 ude aed a FAVER — §50° 58° OQ"E ...,, 475.90" "Paver N26 t — ee ee ar PROPOSED 15” RCP Ol. 3——1=—"4 [ INSTALL & MAINTAIN -. _— = on I ee a 12 LF @ 9.58% 2 c/a SILT FENCE i van Hef" Caon39 ae — : . / ve] ‘ APPED PROPOSED TYPE D INLET—< ; oa ke me Nass GR. 489.3 8) Iz < B Y OUND INV. 486.3 3s | LIMIT“OF DISTURBANCE =~ \ 3 roast 7 PAVER 29729 { PROVIDE INLET PROTECTION 9 . al Deco 49206 49217 wa < a PATIO \ BLOCK 152.02 re ee i eT ads ass Ne LOT 172 1 ss INSTALL] & MAINTAIN | See Tabbey 9666 on AP, Se LIS goes \ ly (ee ( f TRACKING PAD ‘ssa Pp 96 ior2 tds agree sssc3{PAalt ele 4 | fe 49797 92\ 497.9 4 ede oal8 / Bod tease + 2 STORY QH= S214 3 49h | 7 BASEMENT AN PEDERI) 5 a Tw 49909 solo BLOCK 152.02 FRAME Bo Wo 491.05 Ny —_— 3 Pri Ww 497,76 * DWELLING wile ole —_— / 4982 49350 once Jee IN Mae - R | LOT 186 / | Shay meee wax out _ oe ---- 7 wh \ IK onda NEW A/C UNITS (TYP.)\' / | INV. 489.5 %o.23 { wsorg \ xaves8 | —_-- TTT S74 ON 4’ X 4’ CONC. PADSK' \ “ = Bs | x gpgqo SO HSE | seam ae INV. 491.8 \ vy Y | \ L 4 ASPHALT INSTALL & MAINTAIN 1 es “apis wan fons ee \ Won” | \ 4 PARKING LOT QUT FENCE TN th sk ra \! LEADER\DRAIN CLEAN-OUTS (TYP.) \ . v 2 Ba . \ a 3 ee r”*~ 7 9.11 \ 023 19784 a: UPPER LEVEL ONL \ \ \ x ~ we fes| | \ | ym #950 JP \ \ \ |_—umir oF DISTURBANCE aspuat \ \s 4, GRAVELS sor7e | \ \ \ 9 4.91 Wc

\DRAIN CLEAN-OUTS (TYP.) \ . v 2 Ba . \ a 3 ee r”*~ 7 9.11 \ 023 19784 a: UPPER LEVEL ONL \ \ \ x ~ we fes| | \ | ym #950 JP \ \ \ |_—umir oF DISTURBANCE aspuat \ \s 4, GRAVELS sor7e | \ \ \ 9 4.91 Wc 506.03 \ \ i \ pRiVe \ BLOCK 152.02 \ a . \ . ii \ \ LOTS 176, 179 &186 \ \ Z \ PROPOSED 8” PVC LEADER | \ \ 150,302 SQ.FT. \ asobo | @ Ne. s ; one a \ \ 3.450 AC. ate 7 Wa | & \ , % 49951 x 50015 | 0.3 \ _ 3 \ \ \ \ eo a ! —Hctr. yemoss . lz \ PROPOSED 6” PVC yn 287 | \ — PROPOSED 8” PVC LEADER 8 \ \ LEADER DRAIN PIPE Aug 98 iico 10 oe ge $0593 i \ L— DRAIN PIPE 5 \ \ 01.05% \ ac 90599 | Toe e-= 19% i pf \ —_— EXIST 6” PVC Ic 505:68 NS } C7 PROPOSED 6” PVC SCH 40 ~ \ ass owas , SOI p23 — =: PIPE @ 5.0% SLOPE uD | 1 > \ 50° 58" 00"W 98 x489.56 x 489,38 ———_ | «09877 15.00 wh x 489,72 x 489.46 INV. 488.9 \ | ° woe 4 a NE 497 4 ml — A INLET \ \ X ° ° s5aaq —— ‘\\ \V 8 Be | S ae INV. 489.5 L STING | \ aay | \ INV. 489.0 #le-2e \ Jj ay wy . - \ \i\{t N \ BLOCK 152.02 LIMIT JOF DISTURBANCE \\ i \ LOT 132 4 490.26 \ i} INDOOR RIDING RING \ \ \ \ \ | \ % 495,79 \ \ oat 8 \ \\ | \ \S | PROPOSED 8” PVC PROPOSED 8” PVC LEADER \\\ \ \ LEADER DRAIN PIPE—) DRAIN. PIPE: 4 4 \ 05.23% ASPHALT 02.66% \ \ | V x54 \ \ _ PARKING LOT \ \ | uPPI i a OWER LEVELS 4 |, \ | 4 | \ caval . n° st300 USDA SOILS DATA ‘|__| TEMPORARY TOPSOIL STOCKPILE PROF OSED Fee ee \ | 1 PRO » | \ ~~ eve \ FORATED DRAIN \ PROPOSED 8” PVC LEADER | : yl BOONTON- URBAN LAND—BOON 4 49064 I \ 02.82% \ sale spe PL \ 0% TO 8% SLOPES TON SUBSTRATUM COMPLES, \ wson6e Pati ante (PROPOSED 6” Pvc DEPTH TO WATER TABLS > 80 INCHES Zz l : y LEADER DRAIN PIPE DEPTH TO BEDROCK: > 72 INCHES. ° | \\ | MAP ~~ a 404.0 w 6 \ a \ : \ | ~ al B65 Bl FOR SOIL EROSION & SEDIMENT C ‘< + ONTROL PURPOSES, w : a 2 l } \ NY aa , Fepmucae | THE AREA OF TEMPORARY DISTURBANCE = 81,187 SQ. FT. 8 ‘ \ Z \ \ \ wa 6282 pRIVE ] . 3 490 \ } \\ \ y INV. 490.1 Tn ccucr \ ean aN % \ 48988 i ee ar |, puwe tac |= on) REFER TO SHEET SE-9 FOR SEQUENCE OF CONSTRUCTION. _--— oO o. . IM 490.23 RIM 490.29| \ as . = INSTAL, & MAI i —~a--TTT : . osm ZB ee / INTAIN - \ Fy sé By | (oH Oo . Be 502.94 \. SILT FENCE \ cose _—_— Ay iN essen Cau a i 2 ' ] XQ x 4895 _ —_ — = | Ten _ = coon 5 ‘ons . sSoay -.. 3f 4908 _—— — > nm 0 £490.99 Nee ~~ ~ x - — — —_— / \\1 DRAIN A hoe ys fe cS. [553 ee 5 ‘ Va “ REVISED AUGUST 25, 2025: PER REVISIONS TO GRADING PLAN au ty : ( xT

— = | Ten _ = coon 5 ‘ons . sSoay -.. 3f 4908 _—— — > nm 0 £490.99 Nee ~~ ~ x - — — —_— / \\1 DRAIN A hoe ys fe cS. [553 ee 5 ‘ Va “ REVISED AUGUST 25, 2025: PER REVISIONS TO GRADING PLAN au ty : ( xT “490.97 < => _ 290 INSTALL & MAINTAIN 49 Les aia | ace | F “ Nor : & & SILT FENCE i « vom SS Re howe Leper NY SOIL EROSION & SEDIMENT CONTROL PLAN : Syc _ a ee oc a. /). fee | Wt @ | dor a Mare in a Sh : eet SE-8 we [ N\ a N5O° 58°01 7.88 535.00 wool ote a EXISTING DRYWELLS i a a = _ 7 a aS" Pye = Ta 9B ee 7 l ¢ PROPOSED SITE IMPROVEMENTS c D aeene mS ~~ — Se _ _ ; ee . Ze A INLET z | SS ce — ee ~~ un SO ( | \ 7 i MONTCLAIR STABLES oma, Ieaven | / = . | GRAV! NSTALL & MAINTAIN & | TAX LOTS 176, 179 & 186 BLOCK 152.02 47879 "Roa if | score | GRAVEL \ DRIVE // Xe \ peive | SUT FENCE om TAX MAP SHEET 77 \ | DRIVE \ 406.8 497.89 os ! \" Vos “Be \ . fs ae —_ T \ NICHOLAS AVENU N eas _ doosa < ae span eauN OF WEST ORANGE ~ Ll 49456 1— INSTALL & MAINTAIN v4 —- ] ae 8 50’ LONG TRACKING PAD —\ \ (S0’ RIGHT OF WAY PER TAX A NT —pispap CuANNED COUNTY, NEW JERSEY B INLET \ MAP) ‘ a — = e . . . gaa e | \ \ 4 2 THe i ERs 2 une QUST gh Cunningham Engineering ¢ Design, LLE i ‘STORM MH ou ee —_ —- sO | Ly, ffi ke te oO Ke ant 51 BATE VAL TOP 478.39 ll - c = | Certificate of Authorization No 24 GA28204400 OUT 476.97 BLOCK 152.26 15" ROP | 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 . .! INV. 490.06 973-219-7546 RMCNJPE@YAHOO.COM BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 | BLOCK 152.26 BLOC . . K 152.26 . LOT9 LOT8 LOT7 LOT6 o 1020 “0 LoT4 LOT3 BLOCK 152.26 AUGUST 25, 2025 let ke {| SCALE: 1°=20 LOT2 ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM JANUARY 6, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540