MONTCLAIR STABLES APPLICATION PLAN SET

fs FR. FRAME DWELLING Zz a 3 FRAME DWELLING FR. GARAGE 2 GARAGE BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 angen pies > = < * Brows 08 BLOCK 151 LOT 234 LOT 231 LOT 228 BLOCK 151.05 g < ° | B LOT 17.01 8 INLET LOT 13 8 ” . | INV. 15” IN 488.5 6 \ ? a INV. OUT 488.40 \ — Ls J 3 ad va GR. 497.89 S tal GR 502.82 | 0 ~ DEP. CURB | = CURB pc 492.01 LO, DER. CURR 4 wal DEP. CURB [xc 49596 BELGIAN BLOCK ae INV. 495.06 go 1922) if io INV. 500.4 DEP. CURB BC 467.30 7 aC aa BELGIAN-BLUCK BC 489.46 Bo 45959 ; =] O = = BELZIAN BLO BC 505.68 CURB a Wy \ 4 uw. 15" RCP — a — WA s “Stormy Of 18 RCP a CURB PROPOSED DOG HOUSE MANHOLE y—-* w _—> Woo M v ev, v a yc ye a a | Ri Bono RIM = 488,74 y so 2 Y e 4 a“ 4 ir — v v Bt a , v oi Qh L LY L WOODLAND AVENUE "2 ¢ a eae ( som un (Mg \ NY “BINGE C cee 49879 (S0’ RIGHT_DF WAY PER TAX MAP) Qe SAN. nH . SEBS 7 ec Te _~ \ St we ~ N BBR 5 . 6 G NG N ™S ~ \ = 15" RCP. XN _~ \ ~ a ™~ S pep 7 6 RON em anes Se = \ = pHs \ EBS 162 pep. cuRB\ _E BK >» ig sagge OP CURE on > we | gee ia — ; Pr z Caan 2 Be ON" 7 ~ ” iS C ne AVER WALK 49126,49337 oud yal | thats ue 950° 58 28: goss 475.90 Paver 4969 «45065 \yorapee ‘ 29035 ge) 49927 PAVER —sege0 Z ak | CONC “WALK. set INSTALL & MAINTAIN ssx76 / bed 16% y 49678 ory9 fee dk i | es A SILT FENCE / Sye. 4 | 7 | 9670 ) E> et fn le 2 } 49719 am - SPR Im < 3 Lo wee 5 55 pgm By PROPOSED TYPE D_ INLET- 3) : LIMIT“OF DISTURBANCE, Be t a agea1 -7 PAVER 49729 . voses Se.| paver INV, 486.3 s | on Mi ar LY PATIO oN Lssoke PROVIDE INLET PROTECTION ‘8 88) B eos.0 5 * — | Y ope 19049 \\ gore | PFS 19959 gogage WYER 499088 BLOCK 152.02 \ ies iss astag td 9958 FPL 8 $9946 99.20 495.00 ° | we ® M Ne xan stata MAINTAIN | | ox > PAVER S98 654 088 49694 (OS 2779 Moy asa” ZonexPATIO Tose« | soo ¥224 : LOT 172 / (ise ( x4o12, TRACKING PAD . | > / a 495, No O Tw 499,04 ‘as soo 7ey_ 5000 \ gk - | } —o_ 3 Red . | We atbso E sssix QUI / L a 4045 MUL ee 495. Free 7ae\ 497.3 sorso | 3 a | l [ eo 7M 5.02 eee or 5914 \ BLOCK 152.02 i mae 23/3 | fe | 7 one oe BASEMENT P72 Nan wer | 23 LOT 186 a sraRy Sa Bal 5 a 2 as098 pwns Je tras a“ \ DWELLING wo = kes en/ Saoor ~---+q7 wh \ IK onda NEW A/C UNITS (TYP. Si2 ax . a TR 5746 ON 4’ X 4’ CONC. PADS\\ < [ 493.7% 7 een -—T 7 \ \ \ 4 ASPHALT a 80 we SUSAR, x 49144 | ssaaq 7 “9461 “Zz / | \ “ PARKING LOT - : . ra, al / INSTALL & MAINTBIN 1 ee sa Bye “oe ee \ \ \ \ \ < ae 8 . Xen | /

X 4’ CONC. PADS\\ < [ 493.7% 7 een -—T 7 \ \ \ 4 ASPHALT a 80 we SUSAR, x 49144 | ssaaq 7 “9461 “Zz / | \ “ PARKING LOT - : . ra, al / INSTALL & MAINTBIN 1 ee sa Bye “oe ee \ \ \ \ \ < ae 8 . Xen | / Los SILT FENCE | fs aoisd “ee | ! al \\ ‘ 9.11 \ sas 49724 ; UpPER LEVEL ONL | \ \ ox Ba ! | 494.6 “74 (297.45 ee | a \ ; 1 \ \ | —-Lmir OF DISTURBANCE | Sher . ail Bal sed oe | \ \ \s \.. caAVELLS wore V \ \ \ 4 VW \ Vc soe0 aspHaLT | 3 a | B 7 peive \ BLOCK 152.02 Pil \| + _! ~ _. | Fa \ \ LOTS 176, 179 &186 \ Lo 10 ee / ~ . a \ 150,302 SQ.FT \ s | ‘a 7 & \ PROPOSED 8” PVC LEADER \5 \ 3450 AC. \ or tod, ; v4 | \\ : / / PROPOSED 8” PVC LEADER \ DRAIN PIPE: R \ \ . . y x 50035 | far. \ DRAIN PIPE \ : \ \ | wap Y leme 33 _ ig \ \ PROPOSED 8” PVC \ . le «sass | | posse 28 > 5 \ \ LEADER DRAIN PIPE Phas 128M ore 24" As ' CL - 8 \ aa ee 50599 | \\ \\\ Zz 2 \ @ svc ~~~ ec XA 4 \ sone AN IN / \2 \ \ Be 505 GARE \ / x \ . \ B LAA C ~ N50° 58" 00"W ANN ~ | \ \ e 15.00" S50° 58" 00"E | BB |S SS ifs — : yap | 19677 ; 00 eS Rese ONC, Pe eed x | : fi — = aes —_ x 489,72 * 489.46 \ \ N 2 A970 499.3: _-—_ A = ae oe w 471.0 — a A INLET \ ox : ot eee oo \ er { | \ INV. 486.2 STORY | \ ane \ | uILDING | \ oS | — \ #le-22 | A we T BLOCK 152.02 | : ~ mo LOT 132 \ \ iS 4 oo 145) \ { I | ‘ ) oy 3 \ a \ \ LIMIT OF DISTURBANCE VW OR RIDING RING | Noh \ \ ! 49026 \ INDO yer yy \ \ x ~ wt 496.5: | \I | \ So Bees “| PROPOSED 8” PVC i \ ~~ \ LEADER DRAIN PIPE—-1 ASPHALT | PROPOSED 8” PVC LEADER \ \ PARKING LOT DRAIN PIPE- 1 \ xsss4s \ \ yppER & | ~ _ ER LEVELS \ | \ \ { | \ “alee 1 tow Bi pe 252 USDA SOILS DATA { GRAN. \ a | ' \ \ dg oe \ 7 SOIL TYPE: BouB | ‘|__|. TEMPORARY TOPSOIL STOCKPILE \ PROPOSED 12” PVC LEADER | ' : | 3 BOONTON—URBAN LAND—BOONTON SUBSTRATUM COMPLES, DRAIN PIPE- | =o 0% TO 8% SLOPES i \ | oaks sauae 2 Lc \ . ee DEPTH TO WATER TABLS > 80 INCHES 49064 = \ 898 |-——-PROPOSED_ 6” PVC aa) DEPTH TO BEDROCK: > 72 INCHES. | 9062 2 aoe dd | \ \ : \ LEADER DRAIN PIPE 5 all L i | es . a \\ \ \ — N a FOR SOIL EROSION & SEDIMENT CONTROL PURPOSES, < \ ZZ yyy | NY a B THE AREA OF TEMPORARY DISTURBANCE = 81,187 SQ. FT. w alt \\ ™ a q tl \ \ S omit a \ . 8 at on ~~ a \ |. _ Le —_ oT cay, sewer REFER TO SHEET SE-9 FOR SEQUENCE OF CONSTRUCTION. a) y 490 | YA 3.0 P88 ve 49116 PUMP TANK : 3 499.08 Ny a Re | \ . ee pee ae 3 " an ; Yo . LZ BC 502.94 8 N i —--—c | “Feowets f°" Pf Ke mea |

y, sewer REFER TO SHEET SE-9 FOR SEQUENCE OF CONSTRUCTION. a) y 490 | YA 3.0 P88 ve 49116 PUMP TANK : 3 499.08 Ny a Re | \ . ee pee ae 3 " an ; Yo . LZ BC 502.94 8 N i —--—c | “Feowets f°" Pf Ke mea | (0) (0 he = of = - INSTALL & MAINTAIN oy if BASEMENT i a ec vA \f \ SUT FENCE 48956 aol / | Tpexck ==, 8 geno ‘ee y 49219 — : ose, aos > Noe ye. = yy iH Gee t NS ees wy, os SOIL EROSION & SEDIMENT CONTROL PLAN 2a \ oN. y INSTALL & MAINTAIN 49 i* ; om en | a 8 Pee é 2 = / SILT FENCE i ww ce —_ - ja7 : r Sheet SE-8 a emo oo ne, ocean ooo ~ eee c @ _ SYC. 5 a . os ns _ = — — a _ _ > = N50° 58' 0 535.00" ok on See EXISTING DRYWELLS ! / Ea PROPOSED SITE IMPROVEMENTS _~ ~ NN 48702_ en __ _ uy _ i See |e oN ot 1 £220 Sti |g! S S =e ge, _ fn ; ee 4 MONTCLAIR STABLES re seeoF D.C, 3 WN ~~ To PINES =F 8 oe Oe VY GR. “781 | \ eavel \\ | y TAX LOTS 176, 179 & 186 BLOCK 152.02 | ; Se — 0s 484. G - | SRS ee eo / GRAVEL \ 5 } INSTALL & MAINTAIN \°. | TAX MAP SHEET 77 ORM MH | | FST y \ DRIVE // . } DRIVE SILT FENCE S Pai leave om | craven | Ne | \ R Vos THE TOWNSHIP OF WEST ORANGE | | l peive . 4060 ; sa x yuea97 7 sone ney, ©! = —— ESSEX COUNTY, NEW JERSEY | \ 485.03 3.6 ” _ _ —_— — 5 ae Vas wooe ___ NICHOLAS AVENU Z me Ce on Cunningham Engineering © Design, THE ; 8 50’ LONG TRACKING PAD \ nae” F & Top wn Locanon . vee We 00 ? unningham nginceiuingye yc 6 \ « PER TOWNSHIP RECORDS af * ——S \ , GR 482.19 | \ \ 4 7 a ee —- =a OT Certificate of Authorization No 24 GA28204400 aT Lh _—_ _— soma Tl - _ e Rop 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 PW: MH RM ABE a0 BLOCK 152.26 NV, 386.9 INV. 490.06 973-219-7546 | RMCNJPE@YAHOO.COM INV. OUT 476.97 LOT5 . BLOCK 152.26 f BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 apna | ———————— BLOCK 152-26 ens BLOCK 152.26\ JANUARY 10, 2025 LOT9 LOTS LOT7 ” , Lore Ree Soon ROBERT ender” UN NINGHAM {| SCALE: 1°=20 JANUARY 6, 2025 we