Cut and Fill Plan

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