Site Plan Revisions 82525

N RANA SSNS NNSSS BLOCK AN CURB BARN 49440 gpd 0 UPPER & LOWER LEVELS ie *\S8r. INSTALL & MAINTAIN ASPHALT PARKING LOT BLOCK 152.02 LOT 132 R RIDING RING INDOO B TEMPORARY STOCKPILE FOR TOPSOIL TO BE STRIPPED FROM & RE-APPLIED FOR DRIVEWAY EXTENSION SAN. SEWER PUMP TANK SAN MH SAN MH RIM 490.25 RIM 490.29] LIMIT OF DISTURBANCE ASSOCIATED WITH PROPOSED DRIVEWAY EXTENSION = 10,495 S.F. PROPOSED ONE WAY DRIVEWAY 8” COMPACTED DGA, 12° WIDE INSTALL & MAINTAIN TRACKING PAD AREA = 3,364 SQ. FT. INLET MH GR. 506.35 RIM 5SQ7.64 =| ° / aoc TSes, | 7 [A iia on [em z ~ \ So 16" 70 sig a Pa | ‘ose a BASEMENT e060 T lt 7 36" bs 5c. a _ ow @ | is = e on 5 a N50°58'00'W * 535,00" Bk Ye ~ [ies = as = . on N53.65 <6 a x \ \ 5x4 ot 8? Wa 0 A INLET ~) \ > [s n~ Ve \ REMOVE 21 LIN. FT. FULL HEIGHT CURB GR. 487.61 | _— — \ < - . 4 = CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH GRAVEL Xa NICHOLAS AVENUE | GRAVEL ~ Nips 8 : + a WA CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS . (S0’ RIGHT OF WAY PER TAX ar — _ ; = DRIVE y X | Map) DRIVE \ we B| ‘Sy WA Ze 497.89 9 = = 7] “ " x 0985 | L _ TTT IRR \ . NN \ wy) Cr rr - —_ ' 10° 7 \ 4 15" RCP ap ANNE t : . \ , OR 508.76 —_ Se RIPRAP CHANNI — S . J APPROX. MH LOCATION INSTALL & MAINTAIN SX - 490. \ a SL a PER TOWNSHIP RECORDS we SILT FENCE ame x _— ee \ st \ JUN — 958 spot / y ee — os et en Sos L Lo x, we OY sn 7 1 Y Ses Se 00.39 508 15” RCP | \ BRIDLE 'PATH | Nine. \ \ \ \ BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 INV. 490.06 | sas7 as0a ogg ooo - x BLOCK 152.26 LoT 4 LOT3 ol = SSS o = We x BLOCK 152.27 LOT 6 49859 4, NX a a | LOTS INSTALL & MAINTAIN J. LU / LOT 11 BLOCK 152.26 BLOCK 152.26 SILT FENCE a LOT 2 LOT 1 \ — PROPOSED ALUMINUM OR STEEL 2—LEAF Nc EXPOSE INLET, REPAIR iF NEEDED GATE W/ ELECTRIC OPENER AND KEYPAD us RESET GRATE ELEVATION IF NEEDED 6’ HIGH, LESS THAN 50% OPAQUE zi , 7 Oz SILT FENCE TRENCH SHALL BE DUG BY HAND ae WITHIN 10 FEET OF TREES 22 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 TOPSOIL, 5° MIN. _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __IN 6" LIFTS 506 506 EXISTING GROUND PROFILE —_ — __ REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. | 4 COMPACT SUBGRADE 504 504 Lo SCALE : H-1"=2' LOOKING UPHILL 502 Z 502 Lo SEQUENCE OF CONSTRUCTION

E —— — __IN 6" LIFTS 506 506 EXISTING GROUND PROFILE —_ — __ REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. | 4 COMPACT SUBGRADE 504 504 Lo SCALE : H-1"=2' LOOKING UPHILL 502 Z 502 Lo SEQUENCE OF CONSTRUCTION APPROXIMATE TIME PER ITEM USDA SOILS DATA Z | EXISTING GROUND PROFILE 1. INSTALL TRACKING PADS NOT REQUIRING TREE REMOVAL 1 DAY Za 2. INSTALL SILT FENCES NOT REQUIRING TREE REMOVAL. 2 DAYS SOIL TYPE: BouB 500 500 5. CUT & REMOVE TREES 5 DAYS BOONTON URBAN LAND-BOONTON SUBSTRATUM COMPLES, / 4. DIG & LOAD-OUT STUMPS 4 DAYS DEPTH TO WATER TABLS > 80 INCHES 5, INSTALL REMAINING TRACKING PADS & SILT FENCES. 1 DAY DEPTH TO BEDROCK: > 72 INCHES. 498 198 6. REMOVE ASPHALT & CONCRETE PAVEMENTS 2 DAYS / 7. STRIP & STOCKPILE TOPSOIL 2 DAYS REVISED AUGUST 25, 2025: PER REVISIONS TO PROPOSED CONTOURS t _ & PERFORM EARTH CUTTING, FILLING & COMPACTION 10 DAYS REVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT 35" V.C: Yo 9. INSTALL MODULAR BLOCK WALLS 6 DAYS SOIL EROSION & SEDIMENT CONTROL PLAN 496 — 496 10. INSTALL LIGHT POLE FOUNDATIONS & CONDUITS 4 DAYS Sheet SE-9 11. INSTALL PARKING LOT STORM DRAIN 3 DAYS 12. INSTALL CURBS FOR PARKING LOT, DRIVEWAY HEADER CURB & RIDING RING 10 DAYS 13. FINE GRADE PARKING LOT, DRIVEWAY EXTENSION, & RIDING ARENA SUBGRADES PROPOSED SITE IMPROVEMENTS . , , 4 DAYS 494 494 14, INSTALL DGA BASE FOR PARKING LOT & DRIVEWAY EXTENSION 3 DAYS TAX LO iM ONTCLAL R ABLES 152.02 15. INSTALL STONE BASE & SAND FOR RIDING ARENA 6 DAYS r x MAP SHEET 77 ° / EXISTING ELEVATIONS 16 INSTALL CONCRETE SIDEWALKS & DRIVEWAY APRONS 3 DAYS ‘A [ 17 BASE PAVEMENT FOR PARKING LOT 1 DAY THE TOWNSHIP OF WEST ORANGE 492 492 18. SPREAD & RAKE STORED TOPSOIL 3 DAYS ESSEX co UNTY, NEW JERSEY 19. INSTALL LIGHT POLES & SITE LIGHTS 1 DAY . . . G . 28 20. PLANT TREES & SHRUBS 5 DAYS Cunningham Engineering e Designs ELE ° ce) 2 eo} of] e g 2} gig} 3 ge 2 2 cc) Q Q 2 cc) 3! 8 ” 2 21. INSTALL FENCES & SECURITY GATES 5 DAYS Certificate Of Authorization No: 24.GA28204400 3 | ey Bo 3 S| a] Sila} §&| S| 8 8 3 g 8 S 8 g 83 & 2 490 = = = — = —— —__— — — = — — — = —2 — — 490 22. FINAL PAVING, STRIPING & SIGNAGE 2 DAYS 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 iS) 8 ro) 8 2 3 8 m0 8 a 8 8 ro) 23, INSTALL FINAL STABILIZATION MEASURES. 3 DAYS 973-219-7546 | RMCNJPE@YAHOO.COM ° + 2 re + + + + + aa + $ ° g = - - = = N NN N es 24. FINAL CLEAN-UP 2 DAYS Chet t . A PR OP

o) 8 2 3 8 m0 8 a 8 8 ro) 23, INSTALL FINAL STABILIZATION MEASURES. 3 DAYS 973-219-7546 | RMCNJPE@YAHOO.COM ° + 2 re + + + + + aa + $ ° g = - - = = N NN N es 24. FINAL CLEAN-UP 2 DAYS Chet t . A PR OP OSE) D DRI VE WA Y PR OF | / L E REMOVE SILT FENCES ONCE FINAL STABILIZATION IS SUBSTANTIALLY ESTABLISHED. AUGUST 25, 2025 SCALE : H-1"=20' WHEN POSSIBLE, WORK ITEMS SHOULD OCCUR SIMULTANEOUSLY. DRIGINAL DWG, DATE ROBERT M. CUNNINGHAM “y-1"=2" SEQUENCE OF CONSTRUCTION IS SUBJECT TO WEATHER DELAYS AND OTHER UNFORSEEN CONDITIONS. DECEMBER 30, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540