MONTCLAIR STABLES APPLICATION PLAN SET

BLOCK AN CURB BARN UPPER & LOWER LEVELS o BELGIAN ASPHALT PARKING LOT BLOCK 152.02 RING LOT 132 INDOOR RIDING a SAN. SEWER PUMP. TANK \ : SAN NH SAN MH eee eo | —-|— - . Maal Bel Z| a (0) (0) PROPOSED ONE WAY DRIVEWAY ‘ose a BASEMENT 8” COMPACTED DGA, 12’ WDE AREA = 3,364 SQ. FT. INLET MH x GR. 506.35 RIM 5SQ7.64 nr = - Celt "7 [ wi : la 4o1at C3 ] 36" B _ | sYc. 8 _\| " yw @ ee < INLET GR._509.65, 3° oe Va N50°58'00"W Y 535.00" 3 . a ue ls sesso REMOVE 21 LIN. FT. FULL HEIGHT CURB GR, 487.81 | — eons CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH GRAVEL NICHOLAS AVENUE GRAVEL oe CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS DRIVE |” x <50’ RIGHT! OF WAY PER TAX DRIVE * 4 J Xe, | MAP> WA Low eeu - x ass J ~ sons NN, \ a 15" RCP 508.76 ™ —_ ©: > BOB. J is} APPROX. MH LOCATION a “ ~~ — o 4 4 as R TOWNSHIP RECORDS be _ \ oe . ~~ 1 509 Po to OT _—- \¢ S . >= | = <= 15” [RCP x —. 59873 15" RCP ; = on L. RCP \ BRIDLE PATH | Nine. \ \ \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 INV. 490.06 aa ag wwe Py BLOCK 152.26 LOT 3 os: SS a me We Kr BLOCK 152.27 LOT6 | | LOT 5 Lor4 ~ Su 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 23 f 50’ v.c- | <x ~ 512 512 Oo 12° 3’ MIN- 510 510 ~_|_ — — NUDOT DGA, 8” THICK PROPOSED DRIVEWAY CENTERLINE PROFILE COMPACTED THICKNESS — PLACED & COMPACTED 508 508 — | In 2 LIFTS PROPOSED ELEVATIONS Le TOPSOIL, 5° MIN. Sg _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __ine” tts 506 7 506 EXISTING GROUND PROFILE Se REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. 7” 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 wy — 38" VCs —- 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 oO Xo | eo . ° ° . 2g Cunningham Engineering Y Design; LLE 3 n | | 2 | elle] ¢ | J of | 2 2 J 23 of o | ae " 2 Certificate of Authorization Nox

WNSHIP OF WEST ORANGE 492 = 492 ESSEX COUNTY, NEW JERSEY oO Xo | eo . ° ° . 2g Cunningham Engineering Y Design; LLE 3 n | | 2 | elle] ¢ | J of | 2 2 J 23 of o | ae " 2 Certificate of Authorization Nox 24GA28204400 490 £ 2 = |S) |S = 2 S15) 3 3] 5) 5 8 3 5 3 5 3] 518 3 2 490 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 8 8 8 8 2 8 8 0 8 aa 8 8 973-219-7546 | RMCNJPE@YAHOO.COM + a + * ¢f t + + + aa t + . iS) iS) N N % (¥. PROPOSED DRIVEWAY PROFILE ——e ; NW SCALE : H-1"=20’ ORIGINAL DWG. DATE ROBERT M. CUN GHAM 7120 DECEMBER 17, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540