MONTCLAIR STABLES APPLICATION PLAN SET

y > i" oO B SS sess BARN Ze eS : UPPER & 23 4 LOWER LEVELS 3 a won J a\sPr. INSTALL & MAINTAIN ASPHALT \ SILT FENCE: PARKING LOT BLOCK 152.02 R RIDING RING a LOT 132 INDOOoO | TEMPORARY STOCKPILE FOR TOPSOIL TO BE STRIPPED FROM & RE-APPLIED FOR DRIVEWAY EXTENSION LIMIT OF DISTURBANCE ASSOCIATED WITH PROPOSED DRIVEWAY EXTENSION = 10,495 S.F. SAN. SEWER PUMP TANK SAN MH SAN MH RIM 490.23 RIM 490.29] PROPOSED ONE WAY DRIVEWAY 8” COMPACTED DGA, 12° WIDE INSTALL & MAINTAIN TRACKING PAD AREA = 3,364 SQ. FT. 389) a BASEMENT _ © TRENCH R we DRAIN TTOCATION + ot rh GR. 506.35 RIM 507.64 we ASPHALT _mae =| ° os Cal _ : : : TC 506.54 T i] : : é ; y west og | 1h & 8° | Cory 2 yt @ |e | = BS INLET GR._509.65, TT " - \ \ 3x9 soo we 987 Va we 5106" \ ye \ REMOVE 21 LIN. FT. FULL HEIGHT CURB . + = CONSTRUCT 21 LIN. FT. DEP. GR. BLOCK CURB, 18” TOTAL DEPTH ” +. xs05:20 7 \ N50° 58'00"W_ 535.00" “A |NLET ~\ GR. 487.81 | GR. 487.81 sso597 son - 2 GRAVEL . NICHOLAS AVENUE GRAVEL ~ | Noe ALN t on WA CUT AND PATCH ROAD PER TOWNSHIP REQUIREMENTS DRIVE 4 Xe (S0’ RIGHT OF WAY PER TAX pRIve N _ g E| Try T 4 / \ | MAP) : a 5) a ; oe WA i 467.69 2 im 49084 = = | 1N", xo ( ) Sao = ) f \ \ \ TO PO \ 4 15" RCP ap ANNE t : . \ , OR 508.76 —__ Se RIPRAP CHANNI — S . J APPROX. MH LOCATION INSTALL & MAINTAIN SA a - = 490 \ . ae \ — —_ y _PER TONNSHIP. RECORDS ee SILT FENCE amex a 5 \P “ - \ JON ~ <8 ae ee —_— e\ x, \° b= Guy gga is Se Sos . L Lo x, we OY sn 7 Y Ses Se 0839 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 iG =F a ee = = We Ax 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 wz RESET GRATE ELEVATION IF NEEDED 6’ HIGH, LESS THAN 50% OPAQUE 3 6 x= oO 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 PR COMPACTED THICKNESS — PLACED & COMPACTED 508 508 ——|_ IN 2 LIFTS PROPOSED ELEVATIONS WA TOPSOIL, 5° MIN. So _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __ine” tts 506 y, 506 EXISTING GROUND PROFILE —_— — REMOVE ALL EXIST. TOPSOIL, ROOTS, ETC. | 4 COMPACT SUBGRADE 504 504 Lo

D ELEVATIONS WA TOPSOIL, 5° MIN. So _ SUITABLE FILL, COMPACTED 4:1 SLOPE —— — __ine” tts 506 y, 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 BOONTON-—URBAN LAND-—BOONTON SUBSTRATUM COMPLES, 3. CUT & REMOVE TREES , 9 DAYS 0% 10 8% SLOPES / 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. 6. REMOVE ASPHALT & CONCRETE PAVEMENTS 2 DAYS 498 498 / 7. STRIP & STOCKPILE TOPSOIL 2 DAYS st = 8. PERFORM EARTH CUTTING, FILLING & COMPACTION 10 DAYS 35" V.C: Yo 9. INSTALL MODULAR BLOCK WALLS 6 DAYS SOIL EROSION & SEDIMENT CONTROL PLAN 496 — 196 10. INSTALL LIGHT POLE FOUNDATIONS & CONDUITS 4 DAYS Sheet SE-9 11. INSTALL PARKING LOT STORM DRAIN 3 DAYS ee Z 12. INSTALL CURBS FOR PARKING LOT, DRIVEWAY HEADER CURB & RIDING RING 10 DAYS . PROPOSED SITE IMPROVEMENTS 13. FINE GRADE PARKING LOT, DRIVEWAY EXTENSION, & RIDING ARENA SUBGRADES 4. DAYS MONTCLAIR STABLES 494 494 14, INSTALL DGA BASE FOR PARKING LOT & DRIVEWAY EXTENSION 3 DAYS TAX LOTS 176 LA % 186 BLOCK 152.02 15. INSTALL STONE BASE & SAND FOR RIDING ARENA 6 DAYS , . / 16 INSTALL CONCRETE SIDEWALKS & DRIVEWAY APRONS 3 DAYS TAX MAP SHEET 77 EXISTING ELEVATIONS [ 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 ¢ 2 a x} | | 3 | x] 3 : 3 c| al ; Bd 8 3 z 3 ef | 38 3 g 21. INSTALL FENCES & SECURITY GATES 5 DAYS Ccrlificale of Authorization Nox 24GA28204400 490 g 2 = |S) |S = 2 S15) 3 a 8 3 5 3 S|] | ls 3 rs 490 22. FINAL PAVING, STRIPING & SIGNAGE 2 DAYS 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 iS) 8 8 8 : 8 8 m0 8 a & 8 8 23, INSTALL FINAL STABILIZATION MEASURES. 3 DAYS 973-219-7546 | RMCNJPE@YAHOO.COM & 3 & t of = + + & NA 4 RS 24, FINAL CLEAN-UP 2 DAYS %. . PROPOSED DRIVEWAY PROFILE ~_— : REMOVE SILT FENCES ONCE FINAL STABILIZATION IS SUBSTANTIALLY

MEASURES. 3 DAYS 973-219-7546 | RMCNJPE@YAHOO.COM & 3 & t of = + + & NA 4 RS 24, FINAL CLEAN-UP 2 DAYS %. . PROPOSED DRIVEWAY PROFILE ~_— : REMOVE SILT FENCES ONCE FINAL STABILIZATION IS SUBSTANTIALLY ESTABLISHED. 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