Cut and Fill Plan

BARN UPPER & LOWER LEVELS ASPHALT PARKING LOT BLOCK 152.02 G RING LOT 132 INDOOR RIDIN SAN. SEWER PUMP TANK SAN MH SAN MH ‘eon a BASEMENT TRENCH DRAIN: PROPOSED ONE WAY DRIVEWAY 8” COMPACTED DGA, 12’ WDE AREA = 3,364 SQ. FT. INLET MH RIM 507.64 x yas GR. 506.35 wae) ca : —— lA pte \ aio g 4 @ | \ 1 sito ws ° Fer anim 'y all e 05:39 INLET N50° 58’ 00"W 535.00" % io « GR._509.65 ve 09 ge 3098 ao 51087 ~) seamen ios ' S ) a Wa REMOVE 21 LIN. FT. FULL HEIGHT CURB GR, 487.81 | vesossr — f - . ‘ CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH GRAVEL NICHOLAS AVENUE | GRAVEL , : f fe | / CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS J On (50’ RIGHT OF WAY PER TAX DRIVE / Xe | map DRIVE 40789 0.97 49084 PROPOSED DRIVEWAY PROFILE SCALE : H-1"=20' V-1"=2" JANUARY 10, 2025 \ \ \ 4 15" RCP — ™ 6: CHANNEL ~—_ J & APPROX. MH LOCATION — T_—490— \ — ; iva PER TOWNSHIP RECORDS P —_— — a an 038 < to 4 —_ - ~ eee T nt t : 50.99) r SO738 9873 15" RCP BRIDLE PATH | \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 INV. 490.06 usr =p coo Py Lote | BLOCK 152.26 LOT 4 LOT3 en ea =F oF F = S — C We BLOCK 152.27 LOT5 Wy / LOT 11 BLOCK 152.26 BLOCK 152.26 \ . yt | — do LOT 2 LOT 1 E> PROPOSED ALUMINUM OR STEEL 2—LEAF Mss oo EXPOSE INLET, REPAIR IF NEEDED g \| SCALE: 1”°=20 RESET GRATE ELEVATION IF NEEDED GATE W/ HEC Tr NSO OPE zo Of Ze 238 50’ v.cz <x ~ 512 512 1S) 42° 3’ MIN- | 510 510 ~{/_ — NJDOT DGA, 8” THICK PROPOSED DRIVEWAY CENTERLINE PROFILE COMPACTED THICKNESS — PLACED & COMPACTED —\ IN 2 LIFTS 508 508 — 3% CROSS SLOPE PROPOSED ELEVATIONS : , Ye, — z TOPSOIL, 5° MIN. So _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __IN 6" LIFTS 506 506 EXISTING GROUND PROFILE — 4 a — REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. ~] a COMPACT SUBGRADE 504 504 LY SCALE : H-1"=2' / LOOKING UPHILL 502 7 502 oo Z TEXISTING GROUND PROFILE USDA SOILS DATA a“ SOIL TYPE: BouB 500 500 BOONTON—URBAN LAND-BOONTON SUBSTRATUM COMPLES, 0% TO 8% SLOPES DEPTH TO WATER TABLS > 80 INCHES DEPTH TO BEDROCK: > 72 INCHES. 498 498 gb PROPOSED CUT & FILL CALCULATION 38° Vc ——- NICHOLAS AVENUE DRIVEWAY 496 — 496 CROSS SECTION LOCATIONS Sheet C-1 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES 494 494 TAX LOTS 176, 179 & 186 BLOCK 152.02 ee] TAX MAP SHEET 77 A [ EXISTING ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY | . . . ° 10| Le . - i, g 12.99 5 5 3 a aig 8 sl slg} 8 | S| 8 i er a

179 & 186 BLOCK 152.02 ee] TAX MAP SHEET 77 A [ EXISTING ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY | . . . ° 10| Le . - i, g 12.99 5 5 3 a aig 8 sl slg} 8 | S| 8 i er a 3 Corlificale Uf dulhorigation Nox 24GA28204400 490 = = = =i = = =i) o SL 8 o o 2 o o o cE o a 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 8 3 8 2 8 8 2 iS a 8 8 iS 973-219-7546 | RMCNJPE@YAHOO.COM oS SHES Cldt 10. ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 ORIGINAL DWG. DATE DECEMBER 17, 2024