MONTCLAIR STABLES EARTHWORK PLANS

‘ose a BASEMENT aa o BARN UPPER & LOWER LEVELS B B SAN. SEWER PUMP TANK SAN MH SAN MH RIM 490.23 RIM 490.29] (COHORT ELGIAN BLOCK ~~ CURB ie ASPHALT PARKING LOT BLOCK 152.02 LOT 132 PROPOSED ONE WAY DRIVEWAY 8” COMPACTED DGA, 12’ WDE AREA = 3,364 SQ. FT. INLET MH GR. 506.35 RIM 505-64 N50°58'00"W Y 535.00" 3 . a ue ls INLET GR._509.65, = wc 509 Va xe 30 2 _ REMOVE 21 LIN. FT. FULL HEIGHT CURB GR. 487.61 | ons sna CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH GRAVEL . NICHOLAS AVENUE GRAVEL om CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS DRIVE 4 . <S0’ RIGHT OF WAY PER TAX ¢ 4 / Xe | MAP) DRIV WA Low x suzt - x ass J ~ sons NN, \ x 15" RCP LET > : P 208.76 ~—_ J is} APPROX. MH LOCATION eS ~ — a 4 4 as R TOWNSHIP RECORDS be ™ 1 509 Po to _ 7 ——- \ INV./ 486.9 | \ a 15” RCP \ \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 INV. 490.06 sa gp wwe Py Lore BLOCK 152.26 LOT 4 LOT3 won Fo a arn SWE Ge BLOCK 152.27 LOTS Wi, / LOT 11 BLOCK 152.26 BLOCK 152.26 ‘ . “yt | —_— do LOT 2 LOT 1 — PROPOSED ALUMINUM OR STEEL 2-LEAF Neo oo EXPOSE INLET, REPAIR IF NEEDED g \\ SCALE: 1°=20 RESET GRATE ELEVATION IF NEEDED GATE W/ Fee TRCN sow OPAQUE zo Og Ze 23 | 50’ v.cz | < ~ 512 512 oO 12° 3’ MIN- 510 510 ~_|_ — — NuDOT DGA, 8” THICK PROPOSED DRIVEWAY CENTERLINE PROFILE COMPACTED THICKNESS — PLACED & COMPACTED IN 2 LIFTS 508 508 — 3% CROSS SLOPE PROPOSED ELEVATIONS Le Va TOPSOIL, 5° MIN. S So _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __ine” tts 506 506 EXISTING GROUND PROFILE Se “ _—-—_ —~ REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. ~] a COMPACT SUBGRADE 504 504 Lo SCALE : H-1"=2’ LOOKING UPHILL 502 7 Z 502 a Z [EXISTING 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 $f / PROPOSED CUT & FILL CALCULATION s6° ve iY — NICHOLAS AVENUE DRIVEWAY — CROSS SECTION LOCATIONS 496 496 Sheet C-1 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES 494 494 TAX LOTS 176, 179 & 186 BLOCK 152.02 J TAX MAP SHEET 77 A pe G ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 ; 492 ESSEX COUNTY, NEW JERSEY oO Xo | eo . ° ° . 2g Cunningham Engineering Y Design; LLC 2 " 8 a 3) 9 | a aijg} 3 | g Q 8 Q 8 Q 8 | | 38 2 8 Certificate Of Authorization No: 24.GA28204400 490 g 2 = |S) |S = 2 S15) 3 a 8 3 5 3 cl a 3 3 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW

esign; LLC 2 " 8 a 3) 9 | a aijg} 3 | g Q 8 Q 8 Q 8 | | 38 2 8 Certificate Of Authorization No: 24.GA28204400 490 g 2 = |S) |S = 2 S15) 3 a 8 3 5 3 cl a 3 3 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 8 3 8 s 8 8 Rg 8 a 8 8 8 973-219-7546 RMCNJPE@YAHOO.COM + g + + ¢f + Ra + RS aa & + . ° ° PROPOSED DRIVEWAY PROFILE ° Joey 88 Lolo £6 SCALE : H-1"=20’ ORIGINAL DWG. DATE ROBERT M. CUNN GHAM 7120 DECEMBER 17, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

510 510 _ 505 é| 505 500 | 500 _ 495 485 CROSS SECTION 1+00 SCALE: 1” = 5’ HOR., 1” = 5’ VERT. 500 500 EXIST. GROUND- | | — 495 / j- PROPOSED FINAL GRADE 495 490 490 : 485 485 CROSS SECTION 0+50 SCALE: 1” = 5’ HOR., 1” = 5’ VERT. 500 500 _ 495 a 495 EXIST. a \ © j}_— 7 _. —[>s = }-490 — 485 485 491.3 491.25 491.15 491.0 488.4 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 C OR 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 4.41 S.F. 50 FT. F 205.5 C.F. C 114 CF. 1+00 F 14.23 SF. F 17.86 SF. 50 FT. F 893.25 C.F. F 799.25 C.F. 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 C.F. 2+28 C 20.45 SF. F 86.6 CY. 488.4 492.0 492.4 FILL = 14.43 SQ. FT. CUT = 0.2 SQ. FT. FILL = CUT = NET FILL = 14.23 SQ. FT. 1.61 SQ. FT. 7.82 SQ. FT. NET CUT = 6.21 SQ. FT. FILL = CUT = 0 SQ. FT. 6.57 SQ. FT. NET CUT = 6.57 SQ. FT. 515 515 FILL = O SQ. FT. — [+= «CUT = 20.45 SQ. FT. ~~ NET CUT = 20.45 SQ. FT. 510 510 505 E 505. 500 500 CROSS SECTION 2+28 SCALE: 1” = 5’ HOR., 1” = 5’ VERT. 515 515 FILL = 33.0 SQ. FT. — I [ CUr=0 SQ. FT. — , NET FILL = 33.0 SQ. FT. 510 Ig 510 505 E 505 8 —_] i | 500 500 CROSS SECTION 2+00 SCALE: 1” = 5’ HOR., 1” = 5’ VERT. 510 510 _ [ ~—s FILL = -21.5 SQ. FT. — YI [ cCUr=0S@. FT. NET FILL = 21.5 SQ. FT. 505 | 505 _ 500 E | 500 _ —_J g = 495 495 TC 505.2 505.1 503.8 503.4 CROSS SECTION SCALE: 1” = 5’ HOR., 1” 503.1 1+50 5° VERT. 502.4 501.8 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. 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM CRht 1H Comey ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 JANUARY 10, 2025 ORIGINAL DWG. DATE JANUARY 6, 2025

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

BU|LDING WALL so FILL = 7.4 SQ. FT. ¥ F— cur = 113.2 SQ. FT. > FLUSH CURB [L— NET CUT = 105.8 SQ. FT. ia 4 495 wi EXIST. GROUND: = [-— 3] 2 Ny PROPOSED FINAL GRADE IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = |18” \ on yen nnn — a! & 2 fo eee et ‘al — {fF 0 ae ee (A A A AAT AAA AY A A A A A A A A AA A A LA == 4}—Y 490 Fass ° XN ° © 3 id ° De) 3 fo} fo} roy 2 Q Dal Del g g g g = ¢ g ¢ SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 4 s g 500 5 sy FILL = 53.4 SQ. FT. = al FE cur = 113.2 Sa. FT. = L— NET CUT = 5.8 SQ. FT. a5 5 4.0 ET | z — = s ExT. GROWNO>) PROPOSED FINAL GRADE. FLUSH CURB— s / PORTED SAND AND CLEAN STONE, TOTAL THICKNESS = |18” eed BE ee ne = CC ———<————————— 5 AP ae A A A Z Zr aaa aA 290 = CULL eee TT — mx Fass 58 8 3 a 8 3 8 8 E 2 ~S 2 2 z 2 2 = < = z SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 4 s g 135 5 agg FILL = 55.9 SQ. FT. — y IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 18” % |3 a fF — CUT = 89.5 SO. FT. —S o> EXIST. GROUND PROPOSED FINAL GRADE, FLUSH CURB ° f " 7 “ol wee [K— NET CUT = 33.6 SQ. FT. mo} ae ET STAT ST I IA IEA AAT AAA AA A A er os [a5 a eg Cea o----=-===— i: ul _ aE [as =o aso 2 ° ° 2 2 N “0 = . 3 2 3 g g 3 3 SCALE: 1” = 10’ HOR., 1” = 10° VERT. 135 5 FILL = 28.4 SQ. FT. — 9 FLUSH CURB. Y IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 18” % |_, g CUT = 119.0 SQ. FT. _ eS 2 L_ " “old FA NET CUT = 90.6 SQ. FT. wo} | __ a LTPP P PP PPP PPP PP PPP PPP PPP PP PEP LPP PTLD PP PPT APA ATLAS: Affe nnn ae ae =o | y 3 2 3 E 3 rs - 8 $ g g g 3 g 3 SCALE: 1” = 10’ HOR., 1” = 10° VERT. Sigg FULL = 115.7 SQ. FT. 9 _ % 2] FL cuT = 183 SO. FT. s EXIST. GROUND PROPOSED FINAL oRADE “SH CURB. r) J MPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 18) a | 3 [= NET FILL = 97-4 SQ. FT. x _\ ina TTT 7 = 0 [490° =? E> — = Ee a : | =a [as r aan g ° ° 2 © ” 8 2 8 : : : : : ; SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 128 Ean FILL = 303 SQ. FT. — z]9 & gf FE cur = 0 sa. FT. = 212 “lz 9 [— NETFILL = 303 SQ. FT. a EXIST. GROUND PROPOSED FINAL GRADE- ¥ ES 5 — = fen a ee eee | 3} PROPOSED CUT & FILL CALCULATION aE} f [sas CROSS SECTIONS — SHEET 2 _ — Sheet C-4 201 [480° Ps 3 3 3 a a a PROPOSED SITE IMPROVEMENTS ¢ 2 * CROSS SECTION A * * * . MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 SCALE: 1” = 10’ HOR., 1” = 10’ VERT. FILL VOLUME CALCULATIONS TAX MAP SHEET 77 SECTION COR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS _C OR F VOLUME CUMULATIVE VOLUME.

S 176, 179 & 186 BLOCK 152.02 SCALE: 1” = 10’ HOR., 1” = 10’ VERT. FILL VOLUME CALCULATIONS TAX MAP SHEET 77 SECTION COR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS _C OR F VOLUME CUMULATIVE VOLUME. THE TOWNSHIP OF WEST ORANGE A F 303 SF. ESSEX COUNTY, NEW JERSEY F 200.2 S.F. 15 FT. F 3,003 CF. F 3003 C.F. 4 SF. . . . 2G, . B F 97.4 SF. — —_ = SE Cunningham Engineering e Design; LLC C C 90.6 SF. Certificate of. Authorigation Nex 24GA28204400 C 62.1 SF. 50 FT. C 3,105 C.F. F238 CF. 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 D C 33.6 SF. — —— ——— 973-219-7546 | RMCNJPE@YAHOO.COM E C 59.8 SF. —— - $< S656) oF FILL VOLUMES DO NOT INCLUDE THE PAVING MATERIALS OR RIDING ARENA MATERIALS. : —— © 508 SF On C0 OF © 8361 CF CUT VOLUMES ARE TAKEN TO PARKING LOT OR RIDING ARENA SUBGRADE SUBGRADE. JANUARY 10, 2025 ké es : — ——— . ING NORTH - o 508 SF. VIEWPOINT: CROSS SECTIONS ARE LOOKII ORIGINAL DWG. DATE ROBERT M. CUN GHAM JANUARY 6, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

500 500 = 2 [— Bs PROPOSED FULL DEPTH PAVEMENT 495 a — i a exist. GROUND —SOS=~=<“—~S*~SSSS [#85 a PROPOSED FINAL GRADE: NN nn {+ — Se |S PROPOSE mee RN nee 490 qe J|%W eee Ne = a or ee —— cee 555 fe 2 S Sy 5 oe = t a 8 S 2 x 2 on g 2 gS z g g g ee g = 2 CROSS SECTION K ee ” » , SCALE: 1” = 10’ HOR., 1” = 10° VERT. 500 2 500 a g 3 — a . Y oi EXIST. GROUND — = s RAY PROPOSED FULL DEPTH PAVEMENT ti VO Ls c a a = jp TN — e PROPOSED FINAL GRADE. (iststi(‘<‘i;O;*;*;*;*”:C ne rE eee - = 00 T BRB FP | 2% ne ----- pe =n rrr M~------555- 5555555 Saran TRAE SS = -— 420 Co —_ — —— ———— ares = a] 3 2 2 3 ; - : 3 S 2 2 3 - r Lib ¢ = g of z ¢ = ° CROSS SECTION J p ” , ” , SCALE: 1° = 10° HOR., 1” = 10° VERT. a = = 500 = 500 a rT Z —42z 2 6) F— a se 2 cm END OF WALL- TOP OF WALL APPROXIMATELY @ EXISTING GRADE / EXIST. GROUND £8 __2| Ge BB ff] fee 5 Zz Ny PROPOSED FINAL GRADE Ne ee bn ne nT e] | a ee ee on = 790 | | Pp === [490 S70 LI Fan a] 2 ° > $ I - S = 2 3 3 ; 75 z 2 3 3 : : ” , ” , SCALE: 1° = 10° HOR., 1” = 10° VERT. Z = 500 g 5 ral | 4 2 a5 pes care IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 18” EXIST. GROUND 3 5 | § Z “J PROPOSED FINAL GRADE: J ns en aS eee S ——— ae Onn \ pf. 7 10 A os ai 2 —_t- u zs 2 ° o 3 * = Ss = 3 2 3 3 3 g 3 3 ” , » , SCALE: 1° = 10° HOR., 1° = 10° VERT. a = — = 500 ' 500 3 Zz }+—— mn 4 g —; [—FLUSH CURB » EXIST. GROUND Z = — was | E IMPORTED SAND AND CLEAN| STONE, TOTAL THICKNESS = 18 / zg 5 eo TP ee cosen ens. cre St—(‘<‘éaéééé*d#*é‘(‘a (!étéwété‘(‘iQ Ln eee scence pr cece et as [495 3 Zz 2 PROPOSED FINAL GRADE | nnn nnn nnn nnn S eS a eee a — 490 =H] — A aaa 2 c— cm 455 3 2 2 2 Q a & a $ 2 > & + + + + + FILL VOLUME CALCULATIONS SECTION C OR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS _C OR F VOLUME CUMULATIVE VOLUME F C 59.8 SF. C 227.35 S.F. 50 FT. C 11,367.5 C.F. C 12,203.6 C.F, G C 394.9 SF. C 401.25 S.F. 50 FT. F 20,062.5 C.F. C 32,266.1 C.F, H C 407.6 SF. C 210.9 SF. 0 FT. C0 CF. C 32,266.1 C.F. 1 C 14.2 SF. C 79.55 S.F. 25 FT. C 1,988.7 CF. C 34,254.8 CF. J C 144.9 SF. C 83.65 S.F. 25 FT. C 2,091.3 CF. C 36,346.1 CF. K C 22.4 SF. C 1,346.15 CY. OF THE 1,346.15 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 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 = 412.4 SQ. FT. NET CUT = 407.6 SQ. FT. FILL = 8.0 SQ. FT. CUT = 402.9 SQ. FT. NET CUT = 394.9 SQ. FT. 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 Aulhorization No. 24G.A28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 §RMCNJPE@YAHOO.COM Clot M Comes ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 JANUARY 10, 2025 ORIGINAL DWG, DATE JANUARY 6, 2025