MONTCLAIR STABLES EARTHWORK PLANS

BU|LDING WALL so FILL = 7.4 SQ. FT. ¥ F— cur = 113.2 SQ. FT. > FLUSH CURB [L— NET CUT = 105.8 SQ. FT. ia 4 495 wi EXIST. GROUND: = [-— 3] 2 Ny PROPOSED FINAL GRADE IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = |18” \ on yen nnn — a! & 2 fo eee et ‘al — {fF 0 ae ee (A A A AAT AAA AY A A A A A A A A AA A A LA == 4}—Y 490 Fass ° XN ° © 3 id ° De) 3 fo} fo} roy 2 Q Dal Del g g g g = ¢ g ¢ SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 4 s g 500 5 sy FILL = 53.4 SQ. FT. = al FE cur = 113.2 Sa. FT. = L— NET CUT = 5.8 SQ. FT. a5 5 4.0 ET | z — = s ExT. GROWNO>) PROPOSED FINAL GRADE. FLUSH CURB— s / PORTED SAND AND CLEAN STONE, TOTAL THICKNESS = |18” eed BE ee ne = CC ———<————————— 5 AP ae A A A Z Zr aaa aA 290 = CULL eee TT — mx Fass 58 8 3 a 8 3 8 8 E 2 ~S 2 2 z 2 2 = < = z SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 4 s g 135 5 agg FILL = 55.9 SQ. FT. — y IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 18” % |3 a fF — CUT = 89.5 SO. FT. —S o> EXIST. GROUND PROPOSED FINAL GRADE, FLUSH CURB ° f " 7 “ol wee [K— NET CUT = 33.6 SQ. FT. mo} ae ET STAT ST I IA IEA AAT AAA AA A A er os [a5 a eg Cea o----=-===— i: ul _ aE [as =o aso 2 ° ° 2 2 N “0 = . 3 2 3 g g 3 3 SCALE: 1” = 10’ HOR., 1” = 10° VERT. 135 5 FILL = 28.4 SQ. FT. — 9 FLUSH CURB. Y IMPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 18” % |_, g CUT = 119.0 SQ. FT. _ eS 2 L_ " “old FA NET CUT = 90.6 SQ. FT. wo} | __ a LTPP P PP PPP PPP PP PPP PPP PPP PP PEP LPP PTLD PP PPT APA ATLAS: Affe nnn ae ae =o | y 3 2 3 E 3 rs - 8 $ g g g 3 g 3 SCALE: 1” = 10’ HOR., 1” = 10° VERT. Sigg FULL = 115.7 SQ. FT. 9 _ % 2] FL cuT = 183 SO. FT. s EXIST. GROUND PROPOSED FINAL oRADE “SH CURB. r) J MPORTED SAND AND CLEAN STONE, TOTAL THICKNESS = 18) a | 3 [= NET FILL = 97-4 SQ. FT. x _\ ina TTT 7 = 0 [490° =? E> — = Ee a : | =a [as r aan g ° ° 2 © ” 8 2 8 : : : : : ; SCALE: 1” = 10’ HOR., 1” = 10’ VERT. 128 Ean FILL = 303 SQ. FT. — z]9 & gf FE cur = 0 sa. FT. = 212 “lz 9 [— NETFILL = 303 SQ. FT. a EXIST. GROUND PROPOSED FINAL GRADE- ¥ ES 5 — = fen a ee eee | 3} PROPOSED CUT & FILL CALCULATION aE} f [sas CROSS SECTIONS — SHEET 2 _ — Sheet C-4 201 [480° Ps 3 3 3 a a a PROPOSED SITE IMPROVEMENTS ¢ 2 * CROSS SECTION A * * * . MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 SCALE: 1” = 10’ HOR., 1” = 10’ VERT. FILL VOLUME CALCULATIONS TAX MAP SHEET 77 SECTION COR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS _C OR F VOLUME CUMULATIVE VOLUME.

S 176, 179 & 186 BLOCK 152.02 SCALE: 1” = 10’ HOR., 1” = 10’ VERT. FILL VOLUME CALCULATIONS TAX MAP SHEET 77 SECTION COR F AREA AVERAGE AREA DISTANCE BETWEEN SECTIONS _C OR F VOLUME CUMULATIVE VOLUME. THE TOWNSHIP OF WEST ORANGE A F 303 SF. ESSEX COUNTY, NEW JERSEY F 200.2 S.F. 15 FT. F 3,003 CF. F 3003 C.F. 4 SF. . . . 2G, . B F 97.4 SF. — —_ = SE Cunningham Engineering e Design; LLC C C 90.6 SF. Certificate of. Authorigation Nex 24GA28204400 C 62.1 SF. 50 FT. C 3,105 C.F. F238 CF. 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 D C 33.6 SF. — —— ——— 973-219-7546 | RMCNJPE@YAHOO.COM E C 59.8 SF. —— - $< S656) oF FILL VOLUMES DO NOT INCLUDE THE PAVING MATERIALS OR RIDING ARENA MATERIALS. : —— © 508 SF On C0 OF © 8361 CF CUT VOLUMES ARE TAKEN TO PARKING LOT OR RIDING ARENA SUBGRADE SUBGRADE. JANUARY 10, 2025 ké es : — ——— . ING NORTH - o 508 SF. VIEWPOINT: CROSS SECTIONS ARE LOOKII ORIGINAL DWG. DATE ROBERT M. CUN GHAM JANUARY 6, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540