MONTCLAIR STABLES EARTHWORK PLANS REVISION 2

FR. BLOCK 4 LARAGE FRAME DWELLING FRAME DWELLING FR. K 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 GARAGE LOT 234 LOT 225 BLOCK 151.03 LOT 231 LOT 228 : BLOCK 151 LOT 1°2 BLOCK 151.05 LOT 17.01 LOT 13 : ol . TNT Be 47307 BC ABB SC BELGIAN-BLOCK ac ce Seal mc ae 49 uf DEP. CURB se 495.96 BELGIAN BLOCK CURB Iv, 485.06 Ga 502.2 IPROPOSED DOG HOUSE MANHOL aR “ v - Z \ Z Zz 18" Roe = a >= OT,” 1S ROP a is — RIM = 488.7+ ya a 19° - i Yi oo, . 2 al “ iu v Pa —<—vy ow < w _- — a RIM 30140 A 2 CURB 6 _ v INV. 497.9 4 wa § sai fo veces (~ ome BNR ene a , WOODLAND AVENUE 7 aaa Ao STORM MH gy N\ *B INLET 495,79% ¢ £499.04 \ RIM 490.94 U ( S . = oes \ Y SL BE Bens \ \ Ne <S0’ RIGHT_OF WAY PER TAX MAP) XN V X a ( S 15” RCP sold . \y Ne ‘e XY , ™~N ~ ™~N ~ ~ ‘ \ \ az = — {O Te 49145 ~ & \ B INLET a. ee eee Pa ge SS _— fee SA E862 pep oR BBE S gmere Beek \\e a | i a AVER oo.0qWALK go1z6. 49437 SESS - win / En PAVER S50° 58° 00" cam 475.00" PAVER . . ores. = — Bg 305.43 PROPOSED 15" Rap GL aE wea 7 z = f ? =o Lie 2872 8608 \yoraye goed _19927 ale Fou CONC WALK ba / 491.7 493.4 38 J pike " ir fase7e i — ———— Re SYC. / SYC as7Ay 50259 *502.77 PROPOSED TYPE D woot / ic? 95:70 INLET—< / Sz . ) GR. 489.3 Q| / [4 im 3 Ko INV. 486.3 si ear P + ee > Buses PAVER “728 » 400. a — 49078 7 % wo BLOCK 152.02 % Ea aaa ry, c wi | KO PATIO, yl 2 | q8s 88 x TTD x Api ° 496.43 \Nasrue oe 536 . LOT 172 ; ks 49182 asia | | 22 A RAVER «9686 og Tee ,corel le i Y / | Ei es - 5 726 499.04 0 0742 u ~ coll “ES? fo sssi9/ x RQOt = Z, WoT Ae ef ial a9 502,76 500.0 NN _ 4 507. | 8 moo L6y _LEADERAOS4 Re 497A 7.28\ 497.99 i Q 4 . atsod [eB _ase.ei 49750. ! wade 22 / 2 woe ANDING es \ BLOCK 152.02 ° FRAME. oq, 3. | ae Th #81.04 To yeorsa So, Yo BASEMENT ‘ore iy ssn7e LOT 186 DWELLING io o == % | Sf RK 39958 YF iae2 Hey fers = \ Sy eh rasa 149 a xt waox I we WIE T7 2h ae \ [lo coda NEW A/C UNITS (TYP. \ oe 347199 ' f wang 7 xeon | — Sty Sora ON 4’ X 4’ CONC. PAD |r. U ‘ Xene 1g SOOS% x 4944 | | assem 7 “446i Wa | ASPHALT 506.19 “ 12998 \I scores sagise XA 4917% | we Joss a. oom | | oA , L cs PARKING LOT " . $9174 | ‘ | \ 49150" 49156 \ \c G XY LC a sara \ 9.11 \ Fw asa2a 497,26 lores UPPER LEVEL OND \ \ @ 1g x! : \ mal sd. we whe \ \ : \ ASPHALT 3 \ |» whonx GRAVELIA soz | \ \ a \ ‘3 \ peive \ BLOCK 152.02 108.42 ~ Fa \ : \ LOTS 176, 179 &186 \ 4 ’ 4 x \ PROPOSED 8” PVC LEADER Ma \ \ 150,302 SQFT. \e ae

g x! : \ mal sd. we whe \ \ : \ ASPHALT 3 \ |» whonx GRAVELIA soz | \ \ a \ ‘3 \ peive \ BLOCK 152.02 108.42 ~ Fa \ : \ LOTS 176, 179 &186 \ 4 ’ 4 x \ PROPOSED 8” PVC LEADER Ma \ \ 150,302 SQFT. \e ae s | ” , oe s99b3 SYc. | / / PROPOSED 8 PVC LEADER | DRAIN PIPE: ig | 1 3.450 AC. 967 4 Bal oT % 50015 a 5 ea = WK x wasn | 3 \ \ | | us eS ae cuss v7 \ \g \ \ PROPOSED 8” PVC \ \ > AXA \\\ vA F 5 \ \ LEADER DRAIN PIPE 498.45 49944 55 1g » INV RAYS \ ig "| a \S SS \ / L a \ 8 \ \ ene - ERR / < \ \ N AA _ : AA / _ \ F | | QO } we ~ XN Xx \ i ; \ sor Hi} S50°58'00"E | _ \sa|\\ ses ee > . \ \ oS hen \ / | \ N50° 58' 00"W t+ SRO? CONC. na 48956 oO ‘| D \ | 9877 A st | | ‘ 15.00' ie sc anaye hooue _ ; | \ Ww 8946 q ™ Joos \ \ NI A f | | lhc soa.se Ww ee | | \ NV. 488.2 aRY \ \ oy “S94 _ \ \ LILDING \ \ m \ \ ! #le-ee \ —F \ . \J\\\ | aN \ BLOCK 152.02 A - My | Vs \ \ LOT 132 \ \ ee \\ RING \ \ \ 496.46 ~ > \ 445 \\\ INDOOR RIDING \ \ \ \ \ ‘ \ \ x 495,79 3 | | \ seal \ ~ Sle 1 / \4 \ SPM Sees “Y PROPOSED 8” pvc “\\ Bla | PROPOSED 8” PVC LEADER \\\ \ “ \ LEADER DRAIN PIPE 10.864." | | DRAIN PIPE- HN C \ ASPHALT e. ! i 1 x495.49 \ PARKING LOT AAA EE | | \ \ || UPPER & \ NY SNe \ i \ \ - ‘| LOWER LEVELS \ 29 oa | AX e | / _ GRAVE \ \ | ype ome USDA SOILS DATA A\ | | ™ : as by XQ ge! PROPOSED 12” PVC LEADER | \ ve \ 195 poet 7 SOIL TYPE: BouB XY \ \ - | DRAIN PIPE: | , | 9551 8 Hoo Ne CoE LAND- BOONTON SUBSTRATUM COMPLES, \ANMAAS | x 49064 isso 496.42 ag a % SAAD e | 4 apne | ml aoa ‘ead \ PROPOSED 6” PVC one 2 DEPTH TO WATER TABLS > 80 INCHES Law 2 x \ \ \ LEADER DRAIN PIPE { \ ge DEPTH TO BEDROCK: > 72 INCHES. a] — < \\ = iL = 2 \ a . | i a \ \ a a, \ | \ ™~ a ar 498.98 \: n \ “| | ~ y ai 1 ° een le 8 Ad | \ all \ \ \ Give peive We yx 4989 i \\ a se _ - \ =e L | ota ———_—=————, i~) \ \ . A oA on ~ G53.07 Jnel SAN. SEWER : 7 \ ° \ 4 489.68 eas 499 — 16 I oo) an . g4%_on? i \ ME \A = + CS Sef > C eae "a | - SCALE: 1°=20 2 \ %, _-~ \ CONC. ar 78 Ne 024, | : — , \kec 502.94 28 eASEMENT \(fwee” Ssheo*/ hin | | REVISED JANUARY 31, 2026: THIS SHEET WAS RE-NUMBERED 4 48856 [ory TRENCH oe “Loont op SRB a oe REVISED AUGUST 20, 2025: REVISE PROP. CONTOURS AT WESTERLY PADDOCK _ are. / DRAIN 49239_—~ gg wen, SEPRP "SS ay | Bate : \\ ee: PROPOSED CUT & FILL CALCULATION - 8 —~ \ f COR | —_ 8 ise > 0 2s \\ \ s> Ne {a0 ie ToT 20759 hoy aos Fy . on / pe ON-SITE ”~ ¥ \ bel 36" nt = x.

. / DRAIN 49239_—~ gg wen, SEPRP "SS ay | Bate : \\ ee: PROPOSED CUT & FILL CALCULATION - 8 —~ \ f COR | —_ 8 ise > 0 2s \\ \ s> Ne {a0 ie ToT 20759 hoy aos Fy . on / pe ON-SITE ”~ ¥ \ bel 36" nt = x. AB0.84 3 ~ —™~ 7A i Pa ; es Se — f CROSS SECTION LOCATIONS = cl \¢ _ jE f— ee b~ oes’ 7 — ~2- — — = N50’ 58' 01 535. 00° olk cht 49036 2 L -— —= Sheet C-1 —_ — oe Bo 2 — vd be no ern EXISTING DRYWELLS . a : — Re Sg, g- ot esa \ . \W PROPOSED SITE IMPROVEMENTS ecasirs TC HE 25888 —_ a ie ‘| MONTCLAL ! agg Ss 7 — — _ a INV. 484.52 \ cL 96.08 \ | TAX LOT. LAIR STABLES deo us| Eig ee —— GRAVEL ; | GRAV — S176, 179 & 186 BLOCK 152.02 iW. oe93 | PAVED if Tan / GRAVEL \ DRIVE // Xe \ DRIVE . \ | TAX MAP SHEET 77 | saa = DRIVE . 42698 5723 “ ase . LU THE TOWNSHIP OF WEST ORANGE S 5 4901 2, \ | BS ~/ \ les \ NICHOLAS AVENUB\ ¥ yy, —_ = LL ESSEX COUNTY, NEW JERSEY j 8 \ \ ¢S0’ RIGHT OF WAY PER TAX © \ @, é | B INLET rs) APPROX. MH. LOCATION —= = iy ,, , ; ¢ B INLET | \ \ 5 PROX, MH LOCATION — e —=—\ =| Cunningham Cngyinecring Y Design, LLE IN 475056. 8 \ ! S wa.MH RIN wtb _— — 49837) / Certificate Of Authorization No: 24GA28204400 Ri 4Si.s1 BALE WAL TOP 478.38 ll Lis® rep 15" ROP Vi 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 INV. 486.9 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 Clot ‘ LOT 9 LOTS LOT7 LoTé tors LoT4 LOT3 BLOCK 152.26. “— ft | LOT 2 DRIGINAL DWG. DATE ROBERT M. CUNNINGHAM DECEMBER 17, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

BUJLDING WALL 500 500 wy — Z — 3 FLUSH CURB — é 4 495 al 8 ; EXIST. GROUND: =z —)o oF Q| = oY PROPOSED FINAL GRADE IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = |18 | a ae i‘ 1 re “2 '] J -EF- mae (mh mph mph mg sgn hm gh gh gh omg raga. papal hhh Lk hfe mh mf — oko. phacharhanhanh ph mpheaphexplenglerpfa re wi qT 490 ee eee SDD FEES Lj cy ae [4a55, 2 XN 2 © g g 2 a) ) > > bel m 8 3 3 8 2 g g g SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 7 3 9 Zz 500 3 500 | 2] -— — PROPOSED FINAL GRADE- -— 25 ‘\ 4| 9 495 — 9 = sie a — FLUSH CURB—— e IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS =|21" % Siwe f= ----- === — 5 ie “2 — oI = —— ee ———— TT. AY TT ZLL LL GG AT A wea A-HY 490 @ oO ° ° 2 8 2 ° a ° © 2 7 ° 2 3 8 3 s 3 3 g 3 3 3 be) — ° ’ . ° CROSS SECTION E . . . . SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 7 z = °o Z 495 g FOCPOSED FINAL GRADE ° IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS. 21" %, |3 a S EXIST. GROUND, s \ FLUSH CURB ° / ’ = “oS a Tom TY GLa hgdghdaloplaplaopagaghqgddapiaplaplagiighghqhodopopiaphagughghqhoionapaplaqlagia Toop Lphgodeplaplapagghghhophopagioggughgh qhgplGoge AT Er 7 2 By) eee H ail 485 Eso f I = 2 2 2 5 5 4 5 oO QD fo} i} = _ ? z g < ¢ ¢ g ” , ” , SCALE: 1° = 10 HOR., 1° = 10° VERT. a Es 495 2] 495 ~ 5 = af EE | ° FLUSH CURB Ss IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 21” %% | Ss} EF] oS “Ol = ao —_ Ce fo To - £| 8 — wo} |_| ——— ae SFE EEE GEE EEE EEE PEGG EGE PGP GEA _ if a [aso 5] 480 a ° ° 8 8 5 N ; o 3 3 3 > ° ° ; CROSS SECTION C , ’ ° ; SCALE: 1” = 10’ HOR., 1” = 10’ VERT. a = = 495, 495 ~ PROPOSED FINAL GRADE 0 7 Ss Fe —S FLUSH CURB: > = ” ©, a — ° R IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 21 Jan 5 a o EXIST. GROUND: S \ Se L ‘olz = 290 Rey ‘\ __ LLL asa eaceaheagheahagh CLL hghoghighaha dog pong ggg ge fo TH = 2 490 485 485 480 480 8 ° ° 9 9 n 8 ° co oO a QD Qa 2 g g 3 3 g g g " SCALE: 1” = 10’ HOR., 1” = 10’ VERT. a =x 495 = 495 — gd ° =. fo) — > Zz j}—__ — ES e 2 a 9 — _— EXIST. GROUND. PROPOSED FINAL GRADE. g S| He we | a5 Eom 780 + fo} 2 N ~ = nN + 3 a . ; : : x 8 8 8 g 8 8 8 FILL VOLUME CALCULATIONS SECTION C OR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS _C OR F VOLUME CUMULATIVE VOLUME A F 303 SF. F 180.05 S.F. 15 FT. F 2,700.25 C.F. F 2,700.25 C.F. B F 57.1 SF. C 36.4 SF. 50 FT. C 1,820 C.F. F 880.25 C.F. G C 129.9 S.F. C 101.9 SF. 50 FT. C 5,095 C.F. C 4,214.75 CF. D C 73.9 SF. C 96.3 SF. 23 FT. C

S.F. 15 FT. F 2,700.25 C.F. F 2,700.25 C.F. B F 57.1 SF. C 36.4 SF. 50 FT. C 1,820 C.F. F 880.25 C.F. G C 129.9 S.F. C 101.9 SF. 50 FT. C 5,095 C.F. C 4,214.75 CF. D C 73.9 SF. C 96.3 SF. 23 FT. C 2,214.9 CF. C 6,429.65 C.F. E C 118.7 SF. C 130.4 SF. 0 FT. CO CF. C 6,429.65 C.F. F C 142.1 SF. CROSS SECTION A SCALE: 1” = 10’ HOR., 1” = 10’ VERT. FILL VOLUMES DO NOT INCLUDE THE PAVING MATERIALS OR RIDING ARENA MATERIALS. CUT VOLUMES ARE TAKEN TO PARKING LOT OR RIDING ARENA SUBGRADE SUBGRADE. VIEWPOINT: CROSS SECTIONS ARE LOOKING NORTH FILL = 7.4 SQ. FT. CUT = 149.5 SQ. FT. NET CUT = 142.1 SQ. FT. FILL = 43.4 SQ. FT. CUT = 162.1 SQ. FT. NET CUT = 118.7 SQ. FT. FILL = 51.9 SQ. FT. CUT = 125.8 SQ. FT. NET CUT = 73.9 SQ. FT. FILL = 25.4 SQ. FT. CUT = 155.3 SQ. FT. NET CUT = 129.9 SQ. FT. FILL = 111.7 SQ. FT. CUT = 54.6 SQ. FT. NET FILL = 57.14 SQ. FT. FILL = 303 SQ. FT. CUT = O SQ. FT. NETFILL = 303 SQ. FT. REVISED JANUARY 31, 2026: THGIS SHEET WAS RE-NUMBERED REVISED AUGUST 20, 2025: REVISE CROSS SECTIONS & CUT / FILL CALCULATIONS PROPOSED CUT & FILL CALCULATION CROSS SECTIONS -— SHEET 2 Sheet C-—2 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 THE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY Certificate of Authorization Ne: 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 RMCNJPE@YAHOO.COM Celect 06. Coser done ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 JANUARY 31, 2026 ORIGINAL DWG, DATE JANUARY 6, 2025

FILL VOLUME CALCULATIONS 500 — "7 500 Z PROPOSED FULL DEPTH PAVEMENT y — a5] a wy oy [aos — q EXIST. GROUND - — g [5 PROPOSED FINAL GRADE: a DR = 5 490 oO = = ae] 2 oe 2 2 ¢ ° oe 2 g 8 g 3 3 x ng id ¥ g g 3 2 ge 3 2 CROSS SECTION K 28 * ' SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 500 @ 500. a " 2 — a . -— — a’ b 755 3 RAN PROPOSED FULL DEPTH PAVEMENT & | ¥ | eS _ De a —== — Ee Rk y PROPOSED FINAL GRADE L — _—— 490 |O T —. a [ 491 ccm [aes 3 3 < 2 ° ° Py 3 > 2 : : ; : : 3 3 ° CROSS SECTION J SCALE: 1” = 10’ HOR., 1” = 10’ VERT. Zz = 500 z 500 —ez & 2] F- 4 3 sz 3} F= EXIST. GROUND zo 5] —_ 495 is END OF WALL pon, OF WALL APPROXIMATELY @ EXISTING GRADE / Se 2 SRB Nf ____ FP Lass fed rr Qc —]3] 2/8 PROPOSED FINAL GRADE \ _f ee eee ence hone — 0 * Ss anna a oes — = een = =] [aes 3 2 ° ° ° n 3 2 g bel = ¢ $ g $ + g + SCALE: 1” = 10’ HOR., 1” = 10’ VERT. a z ES 500 500 rm se ere : PUSH CURB EXIST. GROUND Zz 2) _ on . Zz 5 =_—F IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 21 z __2] Ge a — 13] 2 \ proposeo FINA. GRADE Td e| = Sto PROPOSED FINAL GRADE = z=" So — = Cl an ime -+— ce 455 a 2 9 io ° rel 8 3 ey 3 < $ 2 2 g g 2 g ” , " : SCALE: 1° = 10° HOR., 1° = 10° VERT. Z = 500 - 500 “Te : — > EXIST. GROUND a 3 — [FLUSH CURB o - 8 |e IMPORTED SAND AND CLEAN] STONE, TOTAL THICKNESS = 21 z 3| Ge Se ee ee ee ne Fas —|3] 2 & PROPOSED FINAL GRADE 7 — —“e} < ee ee —] | = a 490 [T | a ae 5 Eo i. | — 485 2 ° 3° o 5 5 455. 3 = NX 3 + x = g < g g SECTION C OR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS C OR F VOLUME CUMULATIVE VOLUME F C 142.1 SF. C 6,429.65 C.F. C 286.65 SF. 50 FT. C 14,332.5 C.F. C 20,762.15 C.F. G C 431.2 SF. C 437.55 S.F. 50 FT. F 21,877.5 CF. C 42,639.65 C.F, H C 443.9 S.F. C 229.05 S.F. OFT. CO CF. C 42,639.65 C.F, C 14.2 SF. C 79.55 SF. 25 FT. C 1,988.7 CF. C 44,628.35 C.F. J C 144.9 SF. C 83.65 SF. 25 FT. C 2,091.3 CF. C 46,719.65 C.F. K C 22.4 SF. NET CUT 1,730.4 CY. OF THE 1,730.4 C.Y. CUT, APPROXIMATELY 505 C.Y. IS THE SAND FROM THE EXISTING RIDING RING. SECTION G 10’ HOR., 1” = 10° VERT. CROSS SCALE: 1” = FILL VOLUMES DO NOT INCLUDE THE PAVING MATERIALS OR RIDING ARENA MATERIALS. CUT VOLUMES ARE TAKEN TO PARKING LOT OR RIDING ARENA SUBGRADE. VIEWPOINT: CROSS SECTIONS ARE LOOKING NORTH FILL = 1.9 SQ. FT. CUT = 24.3 SQ. FT. NET CUT = 22.4 SQ. FT. FILL = 1.8 SQ. FT. CUT = 146.7 SQ. FT. NET CUT = 144.9 SQ. FT. FILL = 4.8 SQ. FT. CUT =

ADE. VIEWPOINT: CROSS SECTIONS ARE LOOKING NORTH FILL = 1.9 SQ. FT. CUT = 24.3 SQ. FT. NET CUT = 22.4 SQ. FT. FILL = 1.8 SQ. FT. CUT = 146.7 SQ. FT. NET CUT = 144.9 SQ. FT. FILL = 4.8 SQ. FT. CUT = 19.0 SQ. FT. NET CUT = 14.2 SQ. FT. FILL = 4.8 SQ. FT. CUT = 448.7 SQ. FT. NET CUT = 443.9 SQ. FT. FILL = 8.0 SQ. FT. CUT = 439.2 SQ. FT. NET CUT = 431.2 SQ. FT. REVISED JANUARY 31, 2026: THIS SHEET WAS RE-NUMBERED REVISED AUGUST 20, 2025: REVISE CROSS SECTIONS & CUT / FILL CALCULATIONS PROPOSED CUT & FILL CALCULATION CROSS SECTIONS — SHEET 3 Sheet C-3 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 THE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY Certificate of Authorization Nex 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 |§RMCNJPE@YAHOO.CO) JANUARY 31, 2026 Golut I ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 ORIGINAL DWG. DATE JANUARY 6, 2025