Cut and Fill Plan

BARN UPPER & LOWER LEVELS ASPHALT PARKING LOT BLOCK 152.02 G RING LOT 132 INDOOR RIDIN SAN. SEWER PUMP TANK SAN MH SAN MH ‘eon a BASEMENT TRENCH DRAIN: PROPOSED ONE WAY DRIVEWAY 8” COMPACTED DGA, 12’ WDE AREA = 3,364 SQ. FT. INLET MH RIM 507.64 x yas GR. 506.35 wae) ca : —— lA pte \ aio g 4 @ | \ 1 sito ws ° Fer anim 'y all e 05:39 INLET N50° 58’ 00"W 535.00" % io « GR._509.65 ve 09 ge 3098 ao 51087 ~) seamen ios ' S ) a Wa REMOVE 21 LIN. FT. FULL HEIGHT CURB GR, 487.81 | vesossr — f - . ‘ CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH GRAVEL NICHOLAS AVENUE | GRAVEL , : f fe | / CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS J On (50’ RIGHT OF WAY PER TAX DRIVE / Xe | map DRIVE 40789 0.97 49084 PROPOSED DRIVEWAY PROFILE SCALE : H-1"=20' V-1"=2" JANUARY 10, 2025 \ \ \ 4 15" RCP — ™ 6: CHANNEL ~—_ J & APPROX. MH LOCATION — T_—490— \ — ; iva PER TOWNSHIP RECORDS P —_— — a an 038 < to 4 —_ - ~ eee T nt t : 50.99) r SO738 9873 15" RCP BRIDLE PATH | \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 INV. 490.06 usr =p coo Py Lote | BLOCK 152.26 LOT 4 LOT3 en ea =F oF F = S — C We BLOCK 152.27 LOT5 Wy / LOT 11 BLOCK 152.26 BLOCK 152.26 \ . yt | — do LOT 2 LOT 1 E> PROPOSED ALUMINUM OR STEEL 2—LEAF Mss oo EXPOSE INLET, REPAIR IF NEEDED g \| SCALE: 1”°=20 RESET GRATE ELEVATION IF NEEDED GATE W/ HEC Tr NSO OPE zo Of Ze 238 50’ v.cz <x ~ 512 512 1S) 42° 3’ MIN- | 510 510 ~{/_ — NJDOT DGA, 8” THICK PROPOSED DRIVEWAY CENTERLINE PROFILE COMPACTED THICKNESS — PLACED & COMPACTED —\ IN 2 LIFTS 508 508 — 3% CROSS SLOPE PROPOSED ELEVATIONS : , Ye, — z TOPSOIL, 5° MIN. So _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __IN 6" LIFTS 506 506 EXISTING GROUND PROFILE — 4 a — REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. ~] a COMPACT SUBGRADE 504 504 LY SCALE : H-1"=2' / LOOKING UPHILL 502 7 502 oo Z TEXISTING GROUND PROFILE USDA SOILS DATA a“ SOIL TYPE: BouB 500 500 BOONTON—URBAN LAND-BOONTON SUBSTRATUM COMPLES, 0% TO 8% SLOPES DEPTH TO WATER TABLS > 80 INCHES DEPTH TO BEDROCK: > 72 INCHES. 498 498 gb PROPOSED CUT & FILL CALCULATION 38° Vc ——- NICHOLAS AVENUE DRIVEWAY 496 — 496 CROSS SECTION LOCATIONS Sheet C-1 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES 494 494 TAX LOTS 176, 179 & 186 BLOCK 152.02 ee] TAX MAP SHEET 77 A [ EXISTING ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY | . . . ° 10| Le . - i, g 12.99 5 5 3 a aig 8 sl slg} 8 | S| 8 i er a

179 & 186 BLOCK 152.02 ee] TAX MAP SHEET 77 A [ EXISTING ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY | . . . ° 10| Le . - i, g 12.99 5 5 3 a aig 8 sl slg} 8 | S| 8 i er a 3 Corlificale Uf dulhorigation Nox 24GA28204400 490 = = = =i = = =i) o SL 8 o o 2 o o o cE o a 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 8 3 8 2 8 8 2 iS a 8 8 iS 973-219-7546 | RMCNJPE@YAHOO.COM oS SHES Cldt 10. ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 ORIGINAL DWG. DATE DECEMBER 17, 2024

510 510 — : | 505 8| | 505 __ x 3 — 500 | 500 — 495, 485, CROSS SECTION 1+00 SCALE: 1” = 5’ HOR., 1” = 5’ VERT. 500 500 EXIST. GROUND- Po & 495 | cy / j- PROPOSED FINAL GRADE 495 3 | 490 & : 490 : 485, 485, CROSS SECTION 0+50 SCALE: 1” = 5’ HOR., 1” = 5’ VERT. 500 500 — 495 al 495 5 | EXIST. GROUND- Fa Oy }_—__—— \__ ts —— po——— EE —---f __l - {oo 490 = > | 490 — ] | [e- | 485 485, " 8 2 2 bf 3 2 x 3 3 2 g gs 3 g 3 CROSS SECTION 0+00 SCALE: 1” = 5’ HOR., 1” = 5” VERT. FILL VOLUMES DO NOT INCLUDE THE 8” DGA DRIVEWAY MATERIAL. CUT VOLUMES ARE TAKEN TO DRIVEWAY SUBGRADE. VIEWPOINT: CROSS SECTIONS ARE LOOKING UP-STATION FILL VOLUME CALCULATIONS SECTION COR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS C OR F VOLUME CUMULATIVE VOLUME 0+00 C 6.57 SF. C 6.39 S.F. 50 FT. C 319.5 CF. C 319.5 CF. 0+50 C 6.21 SF. F 4.11 S.F. 50 FT. F 205.5 C.F. Cc 114 CF. 1+00 F 14.23 SF. F 17.86 SF. 50 FT. F 893.25 C.F. F 799.25 CF. 1+50 F 21.5 SF. F 27.25 S.F. 50 FT. F 1,362.5 C.F. F 2,161.75 C.F. 2+00 F 33.0 SF. F 6.28 SF. 28 FT. F 175.8 CF. F 2,337.55 CF. 2+28 C 20.45 SF. F 86.6 CY. FILL = 14.43 SQ. FT. CUT = 0.2 SQ. FT. NET FILL = 14.23 SQ. FT. FILL = 1.61 SQ. FT. CUT = 7.82 SQ. FT. NET CUT = 6.21 SQ. FT. FILL = CUT = O SQ. FT. 6.57 SQ. FT. NET CUT = 6.57 SQ. FT. —515__ 515 FILL = O SQ. FT. — | CUT = 20.45 SQ. FT. ~~ T NET CUT = 20.45 SQ. FT. —510 | 510 _505 | : ane —_] 5| : 500 500 3 3 3 3 2 3 x CROSS SECTION 2+28 SCALE: 1” = 5’ HOR., 1” = 5’ VERT. 515 515 FILL = 33.0 SQ. FT. —F [ CUr=0 SQ FFT. NET FILL = 33.0 SQ. FT. 510 510 _505_| : ae | 8 | : 500 500 5 = & RQ 2 3 ” 8 g B 8 8 8 8 e CROSS SECTION 2+00 SCALE: 1” = 5’ HOR., 1” = 5’ VERT. 510 _ 510 [FILL == 21.5 SQ. FT. — J [ CUr=0 SQ. FFT. — NET FILL = 21.5 SQ. FT. 505 | 505 8 500 £ | 500 _ 2 — oT r=) 495, 495 : 3 3 SCALE: 1” CROSS SECTION 5’ HOR., 1” 1+50 5’ VERT. PROPOSED CUT & FILL CALCULATION CROSS SECTIONS — SHEET 1 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 No. 24°GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 §RMCNJPE@YAHOO.COM hock 1 Comer ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 JANUARY 10, 2025 ORIGINAL DWG. DATE JANUARY 6, 2025

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

BUJLDING WALL 500 500 -Te — a2 — 5 TI r—FLUSH CURB a ee] 4 495 a Br EXIST. GROUND: z — —j 4] 2 Ny PROPOSED FINAL GRADE IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = |18” \ Bn nnn — —1e| = 2 L ae es - al] — wo} Ey Hoe LT LLM op orphan 3 AA AAA AA rams H—u — 485 485 2 e 2 © g 2 ° 9 3 3 3 3 5 5 g g g 2 2 : $ ¢ SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 7 g @ 2 500 s 500 —_ PROPOSED FINAL GRADE- * -— 495 a 9 495 —_J 9° z Cy — elo m S/P ft ------4 exist, GROUND, s FLUSH CURB—— rc) J MPORTED SAND AND CLEAN STONE, TOTAL THickNESS =]217 fd SA — ee Se ee AAA A A A AEE aan 755 5 485° ao ° ° 2 2 a ° © > ° 9 & 8 o 3 3 3 3 3 si 3 3 +f © g g 2 2 ¢ z ¢ g » , ” , SCALE: 1” = 10’ HOR., 1” = 10° VERT. 4 z = [o} 2 3 495 PROPOSED FINAL GRADE Ny IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS 21” % ls & EXIST. GROUND s \ FLUSH CURB x) f . = A a: — TY 7A AAT A TAA AT TI A A I A A Lo Lg Ligh aap pi ghigoga apa qlaqaoghghaqhongihpinplnqlngin OO 7 oe [asa Se tt — [ass Zi [ ao 5 3 g 3 3 5 9 F 3 3 3 Ss = ¢ 8 2 2 ¢ g ge g SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 4 Zz = 495 1S] 495, — 2 . % a) Fe — ° FLUSH CURB. c) J MPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 21 e 4 2 — a CS eee g 2. —_ 250 pr SS SS SSS SSS ESS a EET SDFG GEG GEE GG PGE GEE A EGG GGG TJJ4= | ee 290 I _ == ial == 485 485 480 480 a 2 ro) 2 8 - iS 3 3 3 S 3 7 = 3 g g 2 E 3 3 3 SCALE: 1” = 10’ HOR., 1” = 10’ VERT. as] ES 495 495 — PROPOSED FINAL GRADE- ° = z }—__ —_ FLUSH CURB : = 21" %, 4] [= 9 N IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 21 | 5 — of EXIST. GROUND: s \ Se f “ol 2 = 50 Ra al i { 7H = 90 —— a LLL LLL Loop ooo ooo oo ta) eee Bt | 485 485 480 480 5 3 3 3 3 3 g 3 3 @ g + 9 @ g g ¢ g g SCALE: 1” = 10’ HOR., 1” = 10’ VERT. g = 495 = 495 — 3 ° . [o} — — b Zz j}__ — ES e cA Z a — ao EXIST. GROUND PROPOSED FINAL GRADE- z 5 = 485 [ 75 480 [480 td x + = N + s 8 ; 3 3 ; 3 g 2 8 8 3 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. Cc 1,820 CF. F 880.25 C.F. G C 129.9 SF. 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. C0 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

3 FT. C 2,214.9 CF. C 6,429.65 C.F. E C 118.7 SF. C 130.4 SF. 0 FT. C0 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 = 0 SQ. FT. NETFILL = 303 SQ. FT. REVISED AUGUST 20, 2025: REVISE CROSS SECTIONS & CUT / FILL CALCULATIONS PROPOSED CUT & FILL CALCULATION CROSS SECTIONS — SHEET 2 Sheet C—4 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 Clot 1% Comers AUGUST 20, 2025 ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 ORIGINAL DWG. DATE JANUARY 6, 2025

FILL_ VOLUME CALCULATIONS 500 500 = ra iS PROPOSED FULL DEPTH PAVEMENT — ze p Voy CLV] 235 _— a EXIST. GROUND. SSst=~=<“CS~*~“‘—*S*”*”*”C*@SSS ed —_ =a a fb & y PROPOSED FINAL GRADE _ aN nnn nnn Ce — q ee 790 | ee ae A A: A = eae Se —="TF =e ST — 5 455 29 ° ° y S oe = 3 g8 g 2 2 PY OS = 3 g 2 2 g g g ge 3 g 2 CROSS SECTION K ee SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 500 fd 500 a mi g 2 — P . —— a EXIST. GROUND _ b> Vy PROPOSED FULL DEPTH PAVEMENT & \ _ = cs; [PROPOSED FUL DEPTH PAVEMENT DF" — e 6 Jy PROPOSED FINAL GRADE: [ _ ——— SS EE er = — 490 | Bb FP | 7% ii ----------4 9-9-9255 5rsransss aaa Manno 53355555 ee AAR — 490 ee a ae — ——— : = : SEE = —— ales TE= — === 485 tags x 2 ° ° 3 < a a roy = 1 a) + + g g g ¢ ? g ¢ e CROSS SECTION J e SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 4 z = 500 7 we 4 =? & sc =; se 3) [= EXIST. GROUND 23 5 =r END OF WALL [TOP OF WALL APPROXIMATELY @ EXISTING GRADE J 38 _ _3| FB $f ER ff id ______. A S| Z| 0S PROPOSED FINAL GRADE / nnn nnn Coe — BS a SD \ one \ nn Renn Senne mao * el | = 485 4 2 ° 3 : 7 - tags S 2 3 d = ° ° 2 ¢ Es Es SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 500 Z = 500 =F ef Fr f-FUUSH CURB IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 21” EXIST. GROUND 2] Ge Fy] 7 nnn +s] 2 \ PROPOSED FINAL GRADE J ee = — ae OF === === a 490 [y[-------- Tt — =F ub — a5 485 2 ° 3 S - - $ a 3 3 rs ¢ + gz zt + g a SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 4 z = 500 si ; 4] = FLUSH CURB _ » EXIST. GROUND a a — z IMPORTED SAND AND CLEAN| STONE, TOTAL THICKNESS = 21 ’ z 3} Ke $B] jp ee foo | Z > PROPOSED FINAL GRADE = | f nn ener S — a| = Ge a — re i Fas rr Za5 2 ° 3° 5 < = F : 3 3 3 3 z 2g g ¢ z SECTION C OR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS C OR F VOLUME CUMULATIVE VOLUME. F © 142.1 SF. C 6,429.65 C.F. C 286.65 S.F. 50 FT. C 14,332.5 C.F. C 20,762.15 C.F. G C 431.2 S.F. C 437.55 S.F. 50 FT. F 21,877.5 CF. C 42,639.65 CF] H C 443.9 SF. C 229.05 SF. O FT. CO CF. C 42,639.65 C.F, I C 14.2 SF. C 79.55 S.F. 25 FT. C 1,988.7 C.F. C 44,628.35 C.F. J C 144.9 S.F. C 83.65 S.F. 25 FT. C 2,091.3 C.F. C 46,719.65 C.F. K C 22.4 S.F. NET CUT 1,730.4 C.Y, OF THE 1,730.4 C.Y. CUT, APPROXIMATELY 505 C.Y. IS THE SAND FROM THE EXISTING RIDING RING. CROSS SECTION G 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

NG RIDING RING. CROSS SECTION G 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. 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 AUGUST 20, 2025: REVISE CROSS SECTIONS & CUT / FILL CALCULATIONS PROPOSED CUT & FILL CALCULATION CROSS SECTIONS -— SHEET 3 Sheet C-5 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 Nox 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 |§RMCNJPE@YAHOO.COM Chk Comey ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 AUGUST 20, 2025 ORIGINAL DWG. DATE JANUARY 6, 2025