Cut and Fill Plan

FR. A FRAME DWELLING FRAM Lb E DWE FR. aoe z \ 05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 ARAGH ; LLING Le LOT 231 LOT 228 LOT 225 BLOCK 151.03 PARAGH 3 INET BLOCK 151.05 LOT 1:2 BLOCK 151 Wi BK ses LoT 13 Lor a7.o4 L INV. OUT 488.40 ° . i DE > cy B INLET BC 4873007 BC 488.11 BELGIAN BLOCK Bo 809.46 BC 40559 > per pe see po ade CURT Be vessel DEP. CURB [ac 49596 BELGIAN BLOCK INV, 498.06 sonra Ge $02.82 PROPOSED DOG HOUSE MANHOLE = y y y “aN Zo, 4 wy 18 RP > So = 6 - = WSS a ——— RIM = 488.74 a ee a Y ee a “ 7 . pe . a —v y= a < ~Srory f wee — ii - se oa w ; 4 c 498.19 ( Va axe sv008 C — coeoe € a\ — - Ann K a y WOODL A ND AVENL jE “FS INV. 497.9 4 YX * 495,79% 4 > \ = x maeras / ~ hos, sto ~ \ “ne \ <S0° RIGHT_OF WAY PER TAX MAP) eee S = . ‘ SQ \ _ N ~ N — + 15” RCP ™~ iso EE =Q. nc SUE FS E ~ — NX, _ Se NSN 5 N\ 7 ~ \ ie | fe Z| vee walk RERZR a — peer KB pep. cuss _ EWE * a BELGIAN, BLOCK ~ song 491.26, 45597_ Leas mH WALK | os, WALK S50° 58° 00°E ..,, 475.00" PAVER ~ C r St a met PROPOSED 15” RCP OL. 3 ail ~ 7 J {oY =o 19819 668 sd wong agond) anger PAVER —yoe9 we’ raver 491.78 MW as = El Kas \ u / A F5B.08 x / / A seas *50277 —— PROPOSED TYPE D INLET—<_| (9290 ks ——o GR. 489.3 8) y, / dost / a b furm INV. 486.3 2 | _ 4 : Ly g ssest_7 PAVER 49729 S LL ~ ss —~ S 70 YX mT > & o / BLOCK 152.02 = alo ce ssi : wn | < / ° | we 8 comer’ io / , 49649 \\gorse LOT 172 83 491 x gone | 496.69) 496.66 4 49719 497.36 7 ‘wa 8S 4 o( 401 | 2 2 aie 57.25 wre 499657PATIO Y S 8 : Ess. “x - FT 4 cL, wout | “45 ce im 502,76), 20009 Nv 072 | 8 | a , ; L64 LEADERS? u — en 7a8\ 497.33 | male fb 4980 SING “ERANE. ec | — Wh 491.94 soase be, | BASEMENT AND ana BLOCK 152.02 Des te | | 19343 e | 22 sasose WY en gone Je hte 1 LOT 186 i> | Hh vagaries a meee a0 / Toasoe _-----+T7 oes \s NEW A/C UNITS (TYP.Y\\ 491.93 | x494 _—_- oT , ? Ba | — [ “907% / wn oa --7 | ON 4’ X 4’ CONC. PADS\\ wa SA x S06S2, x 491,44 | 494.61 88 sors * 7 | 499.8% 54.92 / Yo \ ASPHALT ] ea 3a ee Seen Xeo1se 4959 “7% | 493.68 [29400 woaks 494,75 oe \ C \ /e \ v PARKING LOT ies woul joist’ Xsous6 ; Be | | (| d ia Eg \ | | . _ el Ve 9.11" = \ a ies \ | ; | 4294.68 \ \ W 498.23 497,26 49789 UPPER LEVEL ONL \ horas | . 1 me 6 489.65) Hoke \ | | —- | \ \ \ ASPHALT 33 ' \ : DRIVE 84 \ | _ \ is woharx GRAVEL|L ss77% | \ won)! \ — | ‘oaks ~ \ 8 \ peive- \ BLOCK 152.02 \ - “ x 492,47 ™ ot \ - / \ PROPOSED 8” PVC LEADER i

1 me 6 489.65) Hoke \ | | —- | \ \ \ ASPHALT 33 ' \ : DRIVE 84 \ | _ \ is woharx GRAVEL|L ss77% | \ won)! \ — | ‘oaks ~ \ 8 \ peive- \ BLOCK 152.02 \ - “ x 492,47 ™ ot \ - / \ PROPOSED 8” PVC LEADER i \ \ a 30,302 sort \ ST \ / PROPOSED 8” PVC LEADER I F ; a ~~] \ \ / DRAIN PIPE \ DRAIN PIPE: RR \ \ 3.450 AC. \ 4 | bf \ \ 29351 sesons i \ \ 5 \ | “ g PROPOSED 8” PVC \ | \ B \ \ LEADER DRAIN PIPE 1 105.15499% ps0 oan 50593 : \ ig \ \ \ | ef wo308 | BN ep TN ne En ! \ \ \ \ ec 505.68 550° 58' 00"E ( ! | _— 65.9" M . \ 85: ° Re A" . - eeyecconc, [MY x08956 = | N50° 58° 00"W 75.00" _- | 2] | a= [ mass —e | 9607 15.00" — 499 —_ \ \ | \ STORY ae BUILDING | \ iad #le-ee | A — iN \ BLOCK 152.02 ee \ i \ LOT 132 “ 449026 INDOOR RIDING RING | \ \\ \ yrs | yee \ \ 4985 | \ ~ | PROPOSED 8” PVC \ PROPOSED 8” PVC LEADER \ ONS \ LEADER DRAIN PIPE- DRAIN PIPE- \ “ ASPHALT 1 x4s549 \ \ och & \ PARKING LOT \ ~~ uP . OWER LEVELS | \ cial A * \ Afr \ \ USDA SOILS DATA PROPOSED 12” PVC LEADER | \ RIVE \ 49 SOIL TYPE: BouB DRAIN PIPE: \ \ tea 7 BOONTON-URBA conse ; = ON-URBAN LAND—BOONTON SUBSTRATUM COMPLES, x \ oho 43444 0% TO 8% SLO feat \ ONC. PES 7 PROPOSED 6” PVC ONC DEPTH TO WATER TABLS > 80 INCHES Z : LEADER DRAIN PIPE { DEPTH TO BEDROCK: > 72 INCHES. a \ : oe \ _ : Z | 1 _ aa B yes Z B \ \ - B cami | 2 \ \ woe \ nae pRIVE j eee on \ Zod Se | © NA o 10 20 % ‘ See 7 \ CONC: W aaa 78 She . — on ~ BC 502.9. ° “BW 4 as22, | i” c 502.94 . g%_oOn?’ se Ae Ses SCALE: 1°=20 _ Ge 1 TRENCH _ ; ono 3 a REVISED AUGUST 20, 2025: REVISE PROP. CONTOURS AT WESTERLY PADDOCK —— " q / \\ ORAIN soi — ogg, PRES ; we ~ Ro = Pe ge SAN a : 26 ' a 4 \ Lk - t COR Eis > ae Ye: PROPOSED CUT & FILL CALCULATION :8 He | ee SeT 49759 Voy as005 % / 7 ON-SITE ga ) io 36" ™~N ~ <. _ 40089 | * aboes an ros te eo ff fn. pe —=—— . Ugo 12 bx “@ | - el - ok mf ce CROSS SECTION LOCATIONS ~~ 7 _—-— NS "Y 535.00" lh gate 5 a Sheet C-3 ee . = a oD eso EXISTING DRYWELLS \ ! SS _ ; eo fi ‘iss < or5 PROPOSED SITE IMPROVEMENTS c | 482.5 _ _ — — —_PINES — oe . | a INLET | ar a couse, | \ \ MONTCLAIR STABLES Pee | ewer // ey , | cee 4 TAX LOTS 176, 179 & 186 BLOCK 152.02 476.79) Bos GRAVEL \ DRIVE \g IVE Cw! | 3 | / Xe \ DR’ \e TAX MAP SHEET 77 \ \ \ DRIVE ' 406,09 497.89 \" 49 | \ TOS TSE , =i a ee ™ = \ \ NICHOLAS AVENUB\. a a ——— ESSEX COUNTY, NEW JERSEY Hy 28458 an , —— a ] 8 \ \ <50’ RIGHT OF WAY PER TAX © 15”_RCP Bx

\e TAX MAP SHEET 77 \ \ \ DRIVE ' 406,09 497.89 \" 49 | \ TOS TSE , =i a ee ™ = \ \ NICHOLAS AVENUB\. a a ——— ESSEX COUNTY, NEW JERSEY Hy 28458 an , —— a ] 8 \ \ <50’ RIGHT OF WAY PER TAX © 15”_RCP Bx ~ > NEW JERSEY | BINT | \ \ MAP) fs} APPROX. MH LOCATION he ___ RIBRAP CHANNEL? . a oa B TSE o ee ee =| Cunningham Engineering ¥ Design, LLE W.Q. MH RIM aB164 - a _ : __— ee a / 5. Certificate Of Authori ie ‘“ Gg wie MY BRerLE WAL, TOP 478.39 | =<. 49537) / Lertific UZ horigation No 24GA28204400 ; . 15” ROP Te” Rep ee 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 BLOCK 152.26 BLO INV. 486.9 INV. 480.06 973-219-7546 | RMCNJPE@YAHOO.COM BLOCK 152.26 ore. BLOCK 152.26 rete | BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 Qlet (0 . 9 LOT? ee LOT 4 LoT3 BLOCK 152.26 AUGUST 20, 2025 . 19058 {| LOT2 ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM DECEMBER 17, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540