MONTCLAIR STABLES EARTHWORK PLANS REVISION 2

BUJLDING WALL 500 500 wy — Z — 3 FLUSH CURB — é 4 495 al 8 ; EXIST. GROUND: =z —)o oF Q| = oY PROPOSED FINAL GRADE IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = |18 | a ae i‘ 1 re “2 '] J -EF- mae (mh mph mph mg sgn hm gh gh gh omg raga. papal hhh Lk hfe mh mf — oko. phacharhanhanh ph mpheaphexplenglerpfa re wi qT 490 ee eee SDD FEES Lj cy ae [4a55, 2 XN 2 © g g 2 a) ) > > bel m 8 3 3 8 2 g g g SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 7 3 9 Zz 500 3 500 | 2] -— — PROPOSED FINAL GRADE- -— 25 ‘\ 4| 9 495 — 9 = sie a — FLUSH CURB—— e IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS =|21" % Siwe f= ----- === — 5 ie “2 — oI = —— ee ———— TT. AY TT ZLL LL GG AT A wea A-HY 490 @ oO ° ° 2 8 2 ° a ° © 2 7 ° 2 3 8 3 s 3 3 g 3 3 3 be) — ° ’ . ° CROSS SECTION E . . . . SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 7 z = °o Z 495 g FOCPOSED FINAL GRADE ° IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS. 21" %, |3 a S EXIST. GROUND, s \ FLUSH CURB ° / ’ = “oS a Tom TY GLa hgdghdaloplaplaopagaghqgddapiaplaplagiighghqhodopopiaphagughghqhoionapaplaqlagia Toop Lphgodeplaplapagghghhophopagioggughgh qhgplGoge AT Er 7 2 By) eee H ail 485 Eso f I = 2 2 2 5 5 4 5 oO QD fo} i} = _ ? z g < ¢ ¢ g ” , ” , SCALE: 1° = 10 HOR., 1° = 10° VERT. a Es 495 2] 495 ~ 5 = af EE | ° FLUSH CURB Ss IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 21” %% | Ss} EF] oS “Ol = ao —_ Ce fo To - £| 8 — wo} |_| ——— ae SFE EEE GEE EEE EEE PEGG EGE PGP GEA _ if a [aso 5] 480 a ° ° 8 8 5 N ; o 3 3 3 > ° ° ; CROSS SECTION C , ’ ° ; SCALE: 1” = 10’ HOR., 1” = 10’ VERT. a = = 495, 495 ~ PROPOSED FINAL GRADE 0 7 Ss Fe —S FLUSH CURB: > = ” ©, a — ° R IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 21 Jan 5 a o EXIST. GROUND: S \ Se L ‘olz = 290 Rey ‘\ __ LLL asa eaceaheagheahagh CLL hghoghighaha dog pong ggg ge fo TH = 2 490 485 485 480 480 8 ° ° 9 9 n 8 ° co oO a QD Qa 2 g g 3 3 g g g " SCALE: 1” = 10’ HOR., 1” = 10’ VERT. a =x 495 = 495 — gd ° =. fo) — > Zz j}—__ — ES e 2 a 9 — _— EXIST. GROUND. PROPOSED FINAL GRADE. g S| He we | a5 Eom 780 + fo} 2 N ~ = nN + 3 a . ; : : x 8 8 8 g 8 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. C 1,820 C.F. F 880.25 C.F. G C 129.9 S.F. 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

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. C 1,820 C.F. F 880.25 C.F. G C 129.9 S.F. 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. CO 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 = O SQ. FT. NETFILL = 303 SQ. FT. REVISED JANUARY 31, 2026: THGIS SHEET WAS RE-NUMBERED REVISED AUGUST 20, 2025: REVISE CROSS SECTIONS & CUT / FILL CALCULATIONS PROPOSED CUT & FILL CALCULATION CROSS SECTIONS -— SHEET 2 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 Ne: 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 RMCNJPE@YAHOO.COM Celect 06. Coser done ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 JANUARY 31, 2026 ORIGINAL DWG, DATE JANUARY 6, 2025