MONTCLAIR STABLES EARTHWORK PLANS

500 500 = 2 [— Bs PROPOSED FULL DEPTH PAVEMENT 495 a — i a exist. GROUND —SOS=~=<“—~S*~SSSS [#85 a PROPOSED FINAL GRADE: NN nn {+ — Se |S PROPOSE mee RN nee 490 qe J|%W eee Ne = a or ee —— cee 555 fe 2 S Sy 5 oe = t a 8 S 2 x 2 on g 2 gS z g g g ee g = 2 CROSS SECTION K ee ” » , SCALE: 1” = 10’ HOR., 1” = 10° VERT. 500 2 500 a g 3 — a . Y oi EXIST. GROUND — = s RAY PROPOSED FULL DEPTH PAVEMENT ti VO Ls c a a = jp TN — e PROPOSED FINAL GRADE. (iststi(‘<‘i;O;*;*;*;*”:C ne rE eee - = 00 T BRB FP | 2% ne ----- pe =n rrr M~------555- 5555555 Saran TRAE SS = -— 420 Co —_ — —— ———— ares = a] 3 2 2 3 ; - : 3 S 2 2 3 - r Lib ¢ = g of z ¢ = ° CROSS SECTION J p ” , ” , SCALE: 1° = 10° HOR., 1” = 10° VERT. a = = 500 = 500 a rT Z —42z 2 6) F— a se 2 cm END OF WALL- TOP OF WALL APPROXIMATELY @ EXISTING GRADE / EXIST. GROUND £8 __2| Ge BB ff] fee 5 Zz Ny PROPOSED FINAL GRADE Ne ee bn ne nT e] | a ee ee on = 790 | | Pp === [490 S70 LI Fan a] 2 ° > $ I - S = 2 3 3 ; 75 z 2 3 3 : : ” , ” , SCALE: 1° = 10° HOR., 1” = 10° VERT. Z = 500 g 5 ral | 4 2 a5 pes care IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 18” EXIST. GROUND 3 5 | § Z “J PROPOSED FINAL GRADE: J ns en aS eee S ——— ae Onn \ pf. 7 10 A os ai 2 —_t- u zs 2 ° o 3 * = Ss = 3 2 3 3 3 g 3 3 ” , » , SCALE: 1° = 10° HOR., 1° = 10° VERT. a = — = 500 ' 500 3 Zz }+—— mn 4 g —; [—FLUSH CURB » EXIST. GROUND Z = — was | E IMPORTED SAND AND CLEAN| STONE, TOTAL THICKNESS = 18 / zg 5 eo TP ee cosen ens. cre St—(‘<‘éaéééé*d#*é‘(‘a (!étéwété‘(‘iQ Ln eee scence pr cece et as [495 3 Zz 2 PROPOSED FINAL GRADE | nnn nnn nnn nnn S eS a eee a — 490 =H] — A aaa 2 c— cm 455 3 2 2 2 Q a & a $ 2 > & + + + + + FILL VOLUME CALCULATIONS SECTION C OR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS _C OR F VOLUME CUMULATIVE VOLUME F C 59.8 SF. C 227.35 S.F. 50 FT. C 11,367.5 C.F. C 12,203.6 C.F, G C 394.9 SF. C 401.25 S.F. 50 FT. F 20,062.5 C.F. C 32,266.1 C.F, H C 407.6 SF. C 210.9 SF. 0 FT. C0 CF. C 32,266.1 C.F. 1 C 14.2 SF. C 79.55 S.F. 25 FT. C 1,988.7 CF. C 34,254.8 CF. J C 144.9 SF. C 83.65 S.F. 25 FT. C 2,091.3 CF. C 36,346.1 CF. K C 22.4 SF. C 1,346.15 CY. OF THE 1,346.15 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 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 = 412.4 SQ. FT. NET CUT = 407.6 SQ. FT. FILL = 8.0 SQ. FT. CUT = 402.9 SQ. FT. NET CUT = 394.9 SQ. FT. 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 Aulhorization No. 24G.A28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 §RMCNJPE@YAHOO.COM Clot M Comes ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 JANUARY 10, 2025 ORIGINAL DWG, DATE JANUARY 6, 2025