MONTCLAIR STABLES EARTHWORK PLANS REVISION 2

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