MONTCLAIR STABLES DRAINAGE AREAS PLANS

rc BLOCK 151.03 FR. DWELLING] BLOCK 151.05 tors FR. DWELLING LOT 12 a: % FRAME DWELLING FRAME. DWELLING FRAME DWELLING é; # FRAME. DWELLING FRAME DWELLING a 3g Z BE BLOCK 151 % FRAME. DWELLING FR Se FR. LOT 17.01 o ° FRAME DWELLING | BLOCK 151.05 ae GARAGH o BLOCK 151.05 BLOCK 151.05 PARAG! LOT 13 We BLOCK 151.03 | FRAME DWELLING RESERVATION LOT 236 BLOCK 151.05 LOT 231 BLOCK 151.05 BLOCK 151.05 ne LoT 1 BLOCK 151.05 LOT 234 LOT 228 LOT 225 LOT 240 scam Fae BELoraN PLUCK a 7 * = <= BELBTAN BCt 7 vy CURB 2 = oa _ CURB CY = v v ™ > v yx yee a“ § ra Za 2 2 a a a oa oa WA C ¢ WOODLAND AVENUE s~ \ so’ RIGHT ‘OF WAY PER TAX ~ _ MAR i tas's . ~ ~~ \ \ i Rtg pep. cURBY ver. chien. : | TRON PIPE FOUND arly 4 \ 3) yo , 6x \ BLOCK 152.02 st — | NN BEY Nm \ 1 LOT 172 g a Bi son | ven | x a iA B; 22,685 'S.F. \ _ | [BLOCK 152.02 ; 1 — 1 \ = ae LOT 179 ! ae \ \ IS / e : : - BLOCK 152.02 J \ | Re PARKING LOT/, ‘ rorsss 4 BLOCK 152.02 | FRAME DWELLING = FRAME a ARKING LOT raed : oad LOT 167 DWELLING |e eeu o yack --- = < sie Sek ma a ted a . 7 \ ASPHALT 2 | y PARKING LOT ms \ < \ 4 7] a \ 4 Is \ is. “GRASS PADDOCKS BLOCK 152.02 1 | So E LOT 176 - ) oy 1 _ = WT, BLOCK 152.02 a a Te AREA A: 19,498°S.F. gine ° ’ ed 150,302 SQ.FT. i -_ 7 ye" 3.450 AC. H . DWELLING ° yw | BLOCK 152.02 GRAVEL TT LOT 132 soc in we N50° 58" 00°W \ 15.00" \ bed wut \ OFFICE. BUILDING VO Wy Sea? \ eve FEN —— TORY, pve rence | hatbine \ ~ \ BLOCK 152.02 el LOT 165 GRAV! INDOOR RIDING RING =| o \ eve \ FR. GARAGE w _—so—-: —-—-: USDA SOILS DATA zi SOIL TYPE: BouB we BOONTON URBAN LAND-BOONTON SUBSTRATUM COMPLES, y Lt z * BLOCK 152.02 = DEPTH TO WATER TABLS > 80 INCHES 38 LoT 162. dpe’ - é DEPTH TO BEDROCK: > 72 INCHES. se . 6 i FRAME DWELLING SAND RIDING ARENA 3 & we = FRAME DWELLING N33" 03' 00"E ’ ‘Jee AREA E: 14,677 S.F. ASPHALT PARKING LOT et ves wane Pages gga DRIVE ee 5 PVC FENCE " (. | 725.00 . ————— - — - - wt . roa — a = = =F 7 . bes - _- - ; 2 ae Po * Lp FN NN Sect who ; ° Ne 1 : : - 7 ome ES | swe | 79. SF. : aN SN . ZO / CANNON STREET \\ ieee | my mv NG we \ SF. \o . 4 (. S50 RIG TE AY Ta \ pS saves | Y | ? an x \ \\ > 4 bo = es J pave | a _ L. : ott Va ek \ NS \ oe 6 = 7 \ NICHOLAS AVENU y a we : : . vo S\ 7 sve \ 4 PO ai eS SSS \ \ <S0" RIGHT OF WAY BER TAX “ = Y \ GR 08.76 ~ BELGIAN BLOCK a \ \ m7 all Tint Es o mS ; i Vy ~~ ge ns - [eg 4 » YZ SS = \ = = i “Tl j = ; nN = _— in _ eae

y a we : : . vo S\ 7 sve \ 4 PO ai eS SSS \ \ <S0" RIGHT OF WAY BER TAX “ = Y \ GR 08.76 ~ BELGIAN BLOCK a \ \ m7 all Tint Es o mS ; i Vy ~~ ge ns - [eg 4 » YZ SS = \ = = i “Tl j = ; nN = _— in _ eae | sno | Nie \ BUILDINGS WITHIN 200 FT., EXCEPT | IW. 480.08 \ —_ 2st sume Le BLOCK 152.27 \ ADJOINERS, WERE SCALED FROM ~ J” tori | GOOGLE EARTH PRO IMAGERY | BLOCK 152.26 : FRAME DWELLING LOT1 BLOCK 152.26 | BLOCK 152.26 \ BLOCK 152.26 Broeetn LOT6 | tors BLocK" 52.26 \ tor 10 BLOCK 152.26 BLOCK 152.26 \ BLOCK 152.26 LOT8 H LOT3 BLOCK 152.26 LOTS LOT2 rfrf EXISTING DRAINAGE AREAS PLAN FRAME DWELLING FRAME DWELLING | FRAME DWELLING Sheet DA-1 ) FRAME DWELLING FRAME DWELLING | FRAME DWELLING FRAME. DWEL! PROPOSED SITE IMPROVEMENTS \ | | | FRAME DWELLING LING \ REFERENCES MONTCLAIR STABLES BOUNDARY SURVEY PREPARED FOR LOTS 176, 179, 186, BLOCK 152.02 SITUATED IN | TE oOST aS HE OSE, Waiter OND § EN” cee te ep one ae | | THE HORIZONTAL DATUM IS NAD 1983. THE VERTICAL DATUM IS NAVD 1988 4 TAX MAP SHEET 77 a | | ADDITIONAL TOPOGRAPHY AND TREE LOCATIONS WERE PROVIDED BY WM. DiMARZO & SON ==4 \ = = _ \ ai ASSOC., INC. 2204 MORRIS AVENUE, SUITE 103, PO BOX 1717, UNION, NEW JERSEY THE TOWNSHIP OF WEST ORANGE _— OrrSre, ORANAGE Nor NATED ON THE REFERENCED SURVEYS WAS TAKEN FROM ESSEX CO UNTY, NEW JERSEY CANNON STREET TOWNSHIP RECORDS. Se ea <S0° RIGHT oF wer PER TAX ’ \\ y l y \\ 4 Certificate Of Authorization Nox 24GA28204400 GRAPHIC SCALE 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM . JANUARY 10, 2025 Clot 170 ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM NANUARY 6, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540 60 120 SCALE: 1"=30’

-— BLOCK 151.03 LoT 11 LLING] BLOCK 151.05 BLO} pi st LoT 12 FR. DWE 151.03 Lof 14 FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING BLOCK 151.05 FRBGTE 280/ELLING BLOCK 151.05 FR. FRAME. DWELLING z a3 FRAME DWELLING FR. LOT 236 BARAGH Z \ BARAGH BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 maeeeytaa ea: BLOCK 151.03 BLOCK 151 LOT 240 LOT 234 LOT 231 LOT 228 BLOCK 151.05 fi < +) | Fa LOT 17.01 Sa 07 LoT 13 yy Fo | > fe AN sea > A Thy, our ess, a / vy Eabas \ | | o| ~ Dep cusp veP. CURB fe ap, ©. JEP CUR _[ dep. curd re vase peLoIaN BLOCK cugh Mv 10808 iv. S00 _ DEP. cusp EAGLE ROCK ae 7 TELCO aes Tea —— > — —— — = z BEL BIEN BUOY Be sos6e RESERVATION PROPOSED DOG HOUSE v a “S “ev v ><. y= vee 4 4 a = 488.74 4 4 RIM = 488. Ue 7 y 4 ) WOODLAND AVENUE 4 Zz 6. «49819 G CAN TAPER TOR OF CURB «osm <S0' RIGHT_OF WAY PER TAX MAP) “ee \ \ \ Shon \ ne TO MEET YALK \ TO ae -_ \ \ ~ eo N \/ (Te ICAL) ae N N An aes8s ru Mt SL aN IN sease ~N seta, pLack g = 5 ie Z - Z Re) ee Ue S80" STONE 0, A754" taen Pe — - Ba — TRON PROPOSED 15” RCP CL. 3: 1 zal He ¥ gress Xs0e77 ~ - in ; 8 | / PROPOSED TYPE D INLET—< | (2% a 8 GR. 489.3 3) Ny 5 > b) INV. 486.3 S NM . z ) 9500 1 BLOCK 152.02 | LOT 172 ! 19,252 S. F, @ aa meee sae ; " fy iz, = 1g L BLOCK 152.02 2 sToRY 1 RY BASEN LOT 186 FRAME DWELLING FRAME o4 . fe748 BLOCK 152.02 DWELLING & _ mi. LOT 167 2 — \ ASPHALT _ ' PARKING LOT ke \ 1 a inset | — wot , . Re 1 ® on” \ v UPPER LEVEL ONL) _- 1, \ | fee 489.48) . la, ASPHALT | B BLOCK 152.02 it Ips F LOTS 176, 179 &186 ene 5 sey 7 ae a 150,302 SQ.FT. ! \ i on Va LEADER | ee || 3.450 AC. j FR. DWELLING aon lee \ | \ \ | 1 : > | ew. | \ \ a \ \ 1 . > 50° 58 00°W : S iss) axe Ce CS Os | COCR CCG | ie OFFICE BUILDING . — ToP: 489.7 \ oe i ' BLOCK 152.02 } H \\ LOT 132 BLOCK 152.02 y " LOT 165 sie snes q _ i PROPOSED 8” PVC ! LEADER DRAIN PIPE- ASPHALT BLOCK 152.02 PROPOSED 8” PVC LEADER y { PARKING LOT LOT 162 DRAIN PIPE: i UPPER & ! LOWER LEVELS | FR. GARAGE, AREA F: 35, 605 SF. y | j USDA SOILS DATA w i SOIL, TYPE: BouB 5 H BOONTON-URBAN LAND-BOONTON SUBSTRATUM COMPLES, 3% | i 0% TO 8% SLOPES Git 4+ Vy DEPTH TO WATER TABLS > 80 INCHES We eons a) DEPTH TO BEDROCK: > 72 INCHES. ae ae Vy 78 i uw BE a Hi ee <5 FRAME DWELLING ~—~DRAINAGE AREA LIMITS a i © 5 FS — } 3 =~ yi wie 8 i h Ee FRAME DWELLING) & ‘ AG xen qi 3 50294 PARKING LOT H o 3 y cna Gk 0835 Rik

EDROCK: > 72 INCHES. ae ae Vy 78 i uw BE a Hi ee <5 FRAME DWELLING ~—~DRAINAGE AREA LIMITS a i © 5 FS — } 3 =~ yi wie 8 i h Ee FRAME DWELLING) & ‘ AG xen qi 3 50294 PARKING LOT H o 3 y cna Gk 0835 Rik sop.e4 a H 508. z . 3 —_—— ff / TOTAL STUDY AREA: 175,847 S.F. zs ee 5 ~ a4 = ar = 2 AREA E: 4,649 SF, XY. | = ONE TSS Sere ee | —_-— — a "NSO" ee EXSTNG ORWELS—“——P\ = eR wens ae eas a Bb. . 0 ie ois r ot > > TELIA ACOCK mer Hee ~ = N - | 4 . cu ay ~~ DD Sa ----- : 7 ee | ve. + ao 4 i GRA \5 ae a RAvEL AREA C: 36,478 SF. . t+ N 4 / CANNON STREET \\ regen, | oo pve 7 Ne : , Fy mv . \ | , s . Ga / CGY NNT OF ‘VAY PER TAK TT] RM 481.08 PAVED ‘4 GRAVEL \ \ | i Lrtan + WA xo \ ae MaP> Le BX // \ \ \ NICHOLAS AVENU Z . -= 5 x NO . : Mer — a = SS SS =" \ \ <S0’ RIGHT OF WAY PER TAX - _ EL ‘ OR 08-78 —™ BELGIAN BLOCK g map 5 - : - a ~~ 6 la { \ \ / y Mi Eto o : San LC oN SL es | Z ‘e Zz -_— —- _ \er ee Fs . = Ni a os Law” wa, ui BLOCK 152.26 / * = fi 481 BAY LOTS INV. 480.06 i \\ BRIDLE PATH \Qne BLOCK 152.26 | BLOCK 152.26 BLOCK 152.26 XY . : BLOCK 152.27 BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 ‘ore Lor 4 LoT3 oe =o fom Lot 11 \ LOT 10 ree LOTS LOT7 | : \ | | BLOCK 152.26 \ LoT2 BLOCK 152.26 \ PROPOSED ONE WAY DRIVEWAY tort | 8” COMPACTED DGA, 12° WDE \ AREA = 3,364 SQ. FT. \ i ft PROPOSED CONDITIONS DRAINAGE AREAS PLAN FRAME DWELLING FRAME. DWELLING FRAME DWELLING | | FRAME DWELLING FRAME. DWELLI | FRAME DWELLING FRAME DWELLING ING | | | FRAME DWELLING FRAME DWELLING Sheet DA-2 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES IALL, NEW JERSEY 07719 DATED 8-2-2023 VERTICAL DATUM IS NAVD 1988 TAX LOTS 176, 179 & 186 BLOCK 152.02 = TAX MAP SHEET 77 ADDITIONAL TOPOGRAPHY AND TREE LOCATIONS WERE PROVIDED BY WM. DiMARZO & SON [ASSOC., INC. 2204 MORRIS AVENUE, SUITE 103, PO BOX 1717, UNION, NEW JERSEY DATED DECEMBER 12, 2024 CANNON STREET <S0’ RIGHT wey PER TAX THE TOWNSHIP OF WEST ORANGE OFFSITE DRAINAGE NOT INDICATED ON THE REFERENCED SURVEYS WAS TAKEN FROM ESSEX CO UNTY, NEW JERSEY )) ( GRAPHIC SCALE > 60 Certificate Of Authorization No: 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 RMCNJPE@YAHOO.COM SCALE: 1”=30° . Clot U1. ORIGINAL DWG. DATE ROBERT M. CU JANUARY 6, 2025 INGHAM PROFESSIONAL ENGINEER N.J. LICENSE GE31540 JANUARY 10, 2025