Site Plan Revisions 82525

N RANA SSNS NNSSS BLOCK AN CURB J BARN UPPER & LOWER LEVELS ie ASPHALT PARKING LOT BLOCK 152.02 G RING LOT 132 INDOOR RIDIN SAN. SEWER PUMP TANK —--—-—A - RIM 490.23 RIM 490.26] ‘ose a BASEMENT TRENCH DRAIN: scoce] Tei . 4995 3 3 a N50" 58'00"W * 535.00" + ! 488.82 ‘ “A_INLET \ PROPOSED ONE WAY DRIVEWAY 8” COMPACTED DGA, 12’ WDE AREA = 3,364 SQ. FT. INLET MH GR. 506.35 RIM 5SQ7.64 =| ie) INLET GR._509.65, seuss REMOVE 21 LIN. FT. FULL HEIGHT CURB GR 437.81 — eons \ < - = CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH GRAVEL NICHOLAS AVENUE GRAVEL ~ Naps \ - / CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS pve “Ws <S0’ RIGHT! OF WAY PER TAX . YO & EI z * / / Xe | MAP? DRIV =e R a \ x suet ( ss \ \ \\ a 7 15” RCP ) (e): a U @ HR int EE e 8 “ pe to — = ( Tox * v T_ x, Oy INV./ 486.9 1 1 v or 0899 “ 15” RCP \ BRIDLE PATH | Nine. \ \ \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 INV. 490.06 saan “age coo Py Lore BLOCK 152.26 LOT 4 LOT 3 ak ely = SSS a = SF WE Low BLOCK 152.27 LOTS Wi, / LOT 11 BLOCK 152.26 BLOCK 152.26 ‘ . “yt | LOT2 LoT1 Ez PROPOSED ALUMINUM OR STEEL 2—-LEAF Neo EXPOSE INLET, REPAIR iF NEEDED GATE W/ ELECTRIC OPENER AND KEYPAD wz \\ RESET GRATE ELEVATION IF NEEDED 6’ HIGH, LESS THAN 50% OPAQUE z* Oz Ze Ze i 50’ v.cz | <x ~ 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 ae TOPSOIL, 5° MIN. _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __IN 6" LFTs 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 I~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 / REVISED AUGUST 25, 2025: EDIT PROP. CONTOURS TO LESSEN STEEP SLOPE DISTURBANCE 4. REVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT St yy — , ‘ 38’ V.c: a PROPOSED NICHOLAS AVENUE DRIVEWAY 496 496 Sheet SE-5 PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES 494 494 TAX LOTS 176, 179 & 186 BLOCK 152.02 J / TAX MAP SHEET 77 A pe 6 ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY Xo | eo . ° ° . eg Cunningham Engineering Y Design; LLC 2 " g

TAX LOTS 176, 179 & 186 BLOCK 152.02 J / TAX MAP SHEET 77 A pe 6 ELEVATIONS THE TOWNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY Xo | eo . ° ° . eg Cunningham Engineering Y Design; LLC 2 " g g 2 | g} aig) g gg 2 3 Q : Q 2 | | 38 3 g Certificate Of Authorization No: 24.GA28204400 490 = z = S|) | z 2) 3) 3 3] 3 3 8 3 3 3 3] 35 3 iB 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 rr) - i) Ss =) Q g De) 5s) a a8 g rr.) 973-219-7546 §RMCNJPE@YAHOO.COM 2 $ 8 ce - 8 i 5 x é < 3 OWA Comb, is} 8 - N PROPOSED DRIVEWAY PROFILE " “Tee va SCALE : H-1"=20’ ORIGINAL DWG. DATE ROBERT M. CUNN GHAM 7120 DECEMBER 17, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540