MONTCLAIR STABLES EARTHWORK PLANS

‘ose a BASEMENT aa o BARN UPPER & LOWER LEVELS B B SAN. SEWER PUMP TANK SAN MH SAN MH RIM 490.23 RIM 490.29] (COHORT ELGIAN BLOCK ~~ CURB ie ASPHALT PARKING LOT BLOCK 152.02 LOT 132 PROPOSED ONE WAY DRIVEWAY 8” COMPACTED DGA, 12’ WDE AREA = 3,364 SQ. FT. INLET MH GR. 506.35 RIM 505-64 N50°58'00"W Y 535.00" 3 . a ue ls INLET GR._509.65, = wc 509 Va xe 30 2 _ REMOVE 21 LIN. FT. FULL HEIGHT CURB GR. 487.61 | ons sna CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH GRAVEL . NICHOLAS AVENUE GRAVEL om CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS DRIVE 4 . <S0’ RIGHT OF WAY PER TAX ¢ 4 / Xe | MAP) DRIV WA Low x suzt - x ass J ~ sons NN, \ x 15" RCP LET > : P 208.76 ~—_ J is} APPROX. MH LOCATION eS ~ — a 4 4 as R TOWNSHIP RECORDS be ™ 1 509 Po to _ 7 ——- \ INV./ 486.9 | \ a 15” RCP \ \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 INV. 490.06 sa gp wwe Py Lore BLOCK 152.26 LOT 4 LOT3 won Fo a arn SWE Ge BLOCK 152.27 LOTS Wi, / LOT 11 BLOCK 152.26 BLOCK 152.26 ‘ . “yt | —_— do LOT 2 LOT 1 — PROPOSED ALUMINUM OR STEEL 2-LEAF Neo oo EXPOSE INLET, REPAIR IF NEEDED g \\ SCALE: 1°=20 RESET GRATE ELEVATION IF NEEDED GATE W/ Fee TRCN sow OPAQUE zo Og Ze 23 | 50’ v.cz | < ~ 512 512 oO 12° 3’ MIN- 510 510 ~_|_ — — NuDOT DGA, 8” THICK PROPOSED DRIVEWAY CENTERLINE PROFILE COMPACTED THICKNESS — PLACED & COMPACTED IN 2 LIFTS 508 508 — 3% CROSS SLOPE PROPOSED ELEVATIONS Le Va TOPSOIL, 5° MIN. S So _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __ine” tts 506 506 EXISTING GROUND PROFILE Se “ _—-—_ —~ REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. ~] a COMPACT SUBGRADE 504 504 Lo SCALE : H-1"=2’ LOOKING UPHILL 502 7 Z 502 a Z [EXISTING 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 $f / PROPOSED CUT & FILL CALCULATION s6° ve iY — NICHOLAS AVENUE DRIVEWAY — CROSS SECTION LOCATIONS 496 496 Sheet C-1 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES 494 494 TAX LOTS 176, 179 & 186 BLOCK 152.02 J TAX MAP SHEET 77 A pe G ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 ; 492 ESSEX COUNTY, NEW JERSEY oO Xo | eo . ° ° . 2g Cunningham Engineering Y Design; LLC 2 " 8 a 3) 9 | a aijg} 3 | g Q 8 Q 8 Q 8 | | 38 2 8 Certificate Of Authorization No: 24.GA28204400 490 g 2 = |S) |S = 2 S15) 3 a 8 3 5 3 cl a 3 3 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW

esign; LLC 2 " 8 a 3) 9 | a aijg} 3 | g Q 8 Q 8 Q 8 | | 38 2 8 Certificate Of Authorization No: 24.GA28204400 490 g 2 = |S) |S = 2 S15) 3 a 8 3 5 3 cl a 3 3 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 8 3 8 s 8 8 Rg 8 a 8 8 8 973-219-7546 RMCNJPE@YAHOO.COM + g + + ¢f + Ra + RS aa & + . ° ° PROPOSED DRIVEWAY PROFILE ° Joey 88 Lolo £6 SCALE : H-1"=20’ ORIGINAL DWG. DATE ROBERT M. CUNN GHAM 7120 DECEMBER 17, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540