MONTCLAIR STABLES EARTHWORK PLANS

FR. FRAME DWELLING z 2 FRAME DWELLING FR. GARAGE $ BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 < a 8 f BLOCK 451 03 GARAGE LOT 231 LOT 228 LOT 225 2 : aa 4 O18 LOT 1°2 BLOCK 151 — BLOCK 151.05 8 | B LOT 17.01 Inv. en 488.5) LOT 13 wy a | \\ \ , a INV. OUT 488.40 2 \: o a 1 = ° Y s / % a — vee cues [J sce. curr |e wey 0 pee. curd T we. coms 5 Sie A 5 aa c 7 Be A881 BELGIAN-BLUCK Bc 489.46 bios BC 495.44 . BC_495.96 BELGIAN BLOCK CURB INV. 493.06 go 1928 { 2| 2 RR $02.62 CURB - T™ — pitt, 500. DEP. CURB PROPOSED DOG HOUSE MANHOLE = w 4 v y Z x om = 4 == 3 O_”, RP | CBETBIAN BLO RIM = 488.74 i eS ea Wj a7 w ~ ol “> ‘Ow = w a ye 7 4 val y | Story Mu // L 2 CT CURB x = w «BY w INV. 497.9 7 = § ree ara ae any / {| WOODLAND AVENUE rn cn aan A STORM MH 4 B IN — 495,79% iq 49904 C NN © tg WY RMBs ~ XY \ 50" RIGHT_OF WAY PER TAX MAP) NK san. at ® ~\_ G - = G G x NG \ i ~ ™~ _ iW. qe63e ; \ = 15" RCP XQ ~~ “XN “N _~ —— ay ic igo Pe 490.05 S. — fe 4aul> \ ~ T5374 \ Tc 495.38 ~ Te 496.73 ~ 1c 497, S _~ ¢ 49920 “DEP. CURB \Y i \ Ga 605.4 Cc 488 wo aa rd Te 49018 ——— —— Be 49) Sa gi 495 Be 496.44 DEP, CURB pc 497.05 He aoney BE 43383 ac 4998 | \INV. 500.4 | TEN A AVER son2gWALK 11910508537 CETTE vt i [esta Py j RAVER S50° 58 OQ"E .... 475.00" PAVER oes ‘cos aga) s99e7 PAVER PAVER S PROPOSED 15” RCP OL. 3}. 7 . — = = —\— = WALK 038 — 3 x 491.78 “F493.4 493 4 16” y 496.74 499.52 aes a — PROPOS! ! P “ c mee’ 492.96" / * $e J a 2 / fas670 ° on bs sas *50077 — - ED TYPE D INLET—<_| z : ‘ GR. 489-5 3) / 4 — / Ra 3 Kiver ras 8 a INV, 486.3 3 |< —- oY vam An’ cae: 4 y LC > a sei _~ PAVER 78° 8 to9e4 8. |PAVER 3 / of ANN soo co ; * wae a ha A “patio was | of, 1B / BLOCK 152.02 | a ! H 49643 \eone ir wank 3 LOT 172 Pome ° ae / i 15694 929666 Nn ai ee 49800 goyaq “779 / ES we eo f ! NA Favre 6 Cera Me agnge speaprario | ~\iget Loess / ~~ agp so . AQUI ! a TS 7 1 a tf 50276-3000 a nN Ig fal a fst” y 7 tode, eabeRa9Ss cay Bodhran 4973 wa ~~ | a | xe 445.02 22 496.8 w_ 497.50 pede of “ . 4 ioe SING Ww 4304 = Se By ed — 7 PY, cn Be | essen Se. 58 ator 186 DWELLING @ils 3 | J 192% yas 9462 Se 077 RBIs 8 Vv / seco - el) NEW A/C UNITS (TYP. R R | 49.61% . eo orT < 492, w 498.2pA ’ , ; = / wang vase | LY i te torah ON 4’ X 4’ CONC. PAD Isa aq << x sqg1g Oo 494 | \ asaeq * 49461 y Wa ASPHALT 1 2 2990 |) astos —_ Xysise <1S9 17K | 49368 /asec0 45.8, ous A \ “e Uv PARKING LOT s i ure

= / wang vase | LY i te torah ON 4’ X 4’ CONC. PAD Isa aq << x sqg1g Oo 494 | \ asaeq * 49461 y Wa ASPHALT 1 2 2990 |) astos —_ Xysise <1S9 17K | 49368 /asec0 45.8, ous A \ “e Uv PARKING LOT s i ure 8? . aise 491.74, | * 3 | G Uv Bs \ so158 9 | | pe] \e L Ea \ sonra \ 9.11 \ Tw 49823 497,26 49789 UPPER LEVEL ONL Se l497.45 4 \ \ wal ze \ | she \ ce9q5\ soa \s ASPHALT 33 % \ | \ \> dex GRAVELIE ss | DRIVE ! \3 > \ \ , | DRIVE BLOCK 152.02 a ~~ Y & \ 4 \ LOTS 176, 179 &186 ‘\ PROPOSED 8” PVC LEADER \% \ \ 150,302 SQ.FT. s \ \ ) / PROPOSED 8 PVC LEADER < | DRAIN PIPE: 3 1 | 3.450 AC. So oT % 500.15 % NL ism 3 \ \ ws jon v7 Ig \ \ PROPOSED 8” PVC x \ - Y 5 \ \ LEADER DRAIN PIPE By Pe ENN Ve ape / = \ , \ \ we XS ~ \ B 65.91" $50° 58" 00"E ( _ . \ | > \ N50° 58" 00"W - ree a N | | e907 15.00' x 2938 — ~_' D \ — "490 a i INLET | \ a | WR Se | -y-77 \ 1 STORY % N \ BUILDING \ \ \ a ' #1e-22 \ \ , \/ \| \ 1 \ BLOCK 152.02 wa ot ‘I \ \ LOT 132 | 4 449023 445! oss \ \, INDOOR RIDING RING \ yess \ . * \ \ \ \ / \t PROPOSED 8” PVC \ \ . . ER DRAIN PIPE- PROPOSED _8 PVC LEADER \\v C | a ASPHALT 1 y PARKING LOT \ \ \| UPPER & \ \ | \ LOWER LEVELS | \ \ USDA SOILS DATA ‘ by \ PROPOSED 12” PVC LEADER | \ SOIL TYPE: BouB | DRAIN PIPE- 1 9555 BOONTON-URBAN LAND-BOONTON SUBSTRATUM COMPLES, _ \ | \ 0% TO 8% SLOPES oes _ \ PROPOSED 6" PVC DEPTH TO WATER TABLS > 80 INCHES 2 we ao0 4d | \ LEADER DRAIN PIPE DEPTH TO BEDROCK: > 72 INCHES. 2 | A \ \ , \ | \ ~~ FN 3 | \ " a ayy B \ \ a B ess cepaakbs \ . & _ all Bese 8 a a \ \ \ : \ SSE: DRIVE / ye 4988 too \ ; Ll 4 A901 8 \y | oA ~ 9323 "isa? SAN. SEWER = “ > x 489.88 496.43 4932! ~~] 2 > 8 i \ A ee 93, C Se os re Ka" 16 PUMP. TANK © | a a. - 7 \ _—-- . oO, 4 3 -- TT \ sohfr7° "ess : = aN ac 502.94 on? CONCH, 42644 4922 | 3 ; : SCALE: 1°=20 pe ae BASEMENT | wall. 7 SS bear 7 a HZ danas | > ; | TRENCH 7 —LocettON 7B Nasogil 5 7x’ hav099 : TP asig -\ | J \ DRAIN 3 - 2 Ragadese Wz | “if : i : 1 : és} & | Nae \ PROPOSED CUT & FILL CALCULATION Tw Tew 48759 |.) 450.95 x 40 ‘I . “fi — mes se 30 Tw 45035 Sy 8 hos J \oo Fw ON-SITE Le ye L— Boas we eI “Ys CROSS SECTION LOCATIONS N50° 58° 0 Ys. 5.00" —T w— auce Sheet C-3 35.00" EXISTING DRYWELLS I 4978 ~ J ~\ - 4 ie WoT PROPOSED SITE IMPROVEMENTS BC 48174 j'~" BC 48258 — — PINES ____ — \\ y MONTCLAIR STABLES — — — | y, fowne | goss — — GRAVEL | \ GRAVEL nm ! / TAX LOTS 176, 179 & 186 BLOCK

LS I 4978 ~ J ~\ - 4 ie WoT PROPOSED SITE IMPROVEMENTS BC 48174 j'~" BC 48258 — — PINES ____ — \\ y MONTCLAIR STABLES — — — | y, fowne | goss — — GRAVEL | \ GRAVEL nm ! / TAX LOTS 176, 179 & 186 BLOCK 152.02 05 | \ \ & = . 476.79 | aan VA 483,72 J GRAVEL ! \ DRIVE / Xe | \ DRIVE \k ca TAX MAP SHEET 77 | a) ~O | 7 C neive - 42.99 wren _/ % on . com " { THE TOWNSHIP OF WEST ORANGE BS ~L T ses \ NICHOLAS AVENU \ y wy a ee ESSEX COUNTY, NEW JERSEY 8 \ \ <S0" RIGHT OF WAY PER TAX © ~RIBRAP. CHANNEL) —_ . o RIE NEL : a, . . Ech | \ \ oa 8 Rit o wasn eo — Cunningham Engineering Y Design; LLE io _ — - ae YL, , wow aT MH, | — — — —- a Certificate of duthorization No: 24G28204400 RIM 481.31 BAFFLE WALL TOP 478.39 BAFFLE WAL 10 15” REP 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 BLOCK 152.26 Cleat . LOT 9 LOT 8 Lor? LOT 6 BLO ee LOT 4 LOT3 BLOCK 152.26 JANUARY 10, 2025 ka 15053 | LOT 2 ORIGINAL DWG. DATE ROBERT M. CUN GHAM DECEMBER 17, 2024 PROFESSIONAL ENGINEER N.J. LICENSE GE31540