Cut and Fill Plan

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