Cut and Fill Plan

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