Site Plan Revisions 82525

oy PAVEMENT SURFACE COMPACTED W/ VIBRATORY PLATE f { SUBMIT BLOCK MANUFACTURER’S DATA TO DESIGN ENGINEER FOR APPROVAL : GRADE ; . 0 MODULAR BLOCK WALL SECTION CASS OT CONCRETE 6" x 6° 10/10 ww eel | a 4" 4 . mm ” ” . : _v UP TO 3’-6" HIGH Seek east Ta ay 3,500 PSI CONCRETE FOOTINGS ————| CLASS "C” CONCRETE : 5 12" ‘o x DEEPEN EXCAVATION AT DRIVEWAYS TO. a 7 ENSURE FULL 18” CURB DEPTH. 1+ LsI_ 5RPB5 A188 18 0180 BLK RHH PREMIUM 5” ROUND ALUMINUM POLE 0.188” WALL THICKNESS, 17° HIGH GRANITE BLOCK DEPRESSED CURB COLOR: BLACK 8” — 9” BOLT CIRCLE AND CONCRETE DRIVEWAY APRON DETAIL || NICHOLAS AVENUE SECURITY GATES » N.S. a NTS. MIN. 1/2” GROUT . CAST IRON CURB PIECE TOP SLAB TO BE 7" THICK, 4.000 PSI 24" DIAMETER OFFSET HOLE 8" HIGH FACE TYPE "N — ECO REVISED AUGUST 25, 2025: ADDITIONAL DETAILS REQUESTED BY CME REVIEW LETTER CONCRETE W/ NO. 5 BARS, 6" 0.C, CASTING TO BE CAMPBELL FOUNDRY #2541 REVISED JANUARY 10, 2025: FOR SUBMITTAL TO BOARD OF ADJUSTMENT EACH WAY, W/ 45° ANGLED BARS AROUND OPENING 6° HIGH FRAME a COVER WITH BICYCLE GRATE. pene GRADE BOLT COVER REINFORCING, 2” CLEAR OF BOTTOM OF SLAB AS REQUIRED BY WEST ORANGE ADJUST TO GRADE WITH CONCRETE BRICK. SITE DE TAILS HAND HOLE | 3/4" X 17” GALV. ANCHOR BOLTS PRECAST MANHOLE TO CONFORM _ _ TEMPLATE SHIPPED W/ POLE REINFORCED CONCRETE MANHOLE 7 Sheet SE-7 fe Fa SECTIONS AS.T.M. DESIGNATION a [> ADJUST TO, GRADE WITH : ‘Tl: RG =418, — — M P t 3 TO BE SET ON TOP OF FIELD—POURED | 94" COURSES OF BRICK PROPOSED SITE IMPROVEMENTS = . FOUNDATION 24" —| V RRA RK GY Mae 7% MONTCLAIR STABLES I . “| a2 Pvc CONDUIT a [+ 6” PRECAST REINFORCED ; st 4'-0" = ? —__| CONCRETE WALLS WITH TAX LOTS 176, 179 & 186 BLOCK 152.02 a ~ NL 4 COMPOSITE STEPS u f 8 & a | THK BSE TAX MAP SHEET 77 = Zz —————— . & ! ra : z ° «0 =~ 4500 P.s.. CONC. FOUNDATION CAULK INSIDE & OUTSIDE To $s ALUMINUM OR : PIS Ne Puente ea wa wari Se _ vpocnuee ee . NO THE TOWNSHIP OF WEST ORANGE . * OMe Scream | zoe an © S533855sse5 ] sri sare ESSEX COUNTY, NEW JERSEY : -—| — BENCH*\_ K4 OF STORM DRAIN SSSeescocce|f§ 1/4” PER FOOT ’ SOCSC0SG000 EXIST. 15” RCP STORM DRAIN esesssssssss | GE . roy . ° ge GF) ° EFC AS RECOMMENDED BY POLE i 4 eg nee og e9 g MN; ° MANUFACTURER i ke" . 24” DIAMETER, MIN. 4 ay [ Certificate Of Authorization No: 24GA28204400 a ~T 6” THICK 3,500 PSI CONC. FOUNDATION POURED UP TO ° ® = BOTTOM OF PIPE AND 6” LARGER THAN O.D. OF MANHOLE =

FACTURER i ke" . 24” DIAMETER, MIN. 4 ay [ Certificate Of Authorization No: 24GA28204400 a ~T 6” THICK 3,500 PSI CONC. FOUNDATION POURED UP TO ° ® = BOTTOM OF PIPE AND 6” LARGER THAN O.D. OF MANHOLE = e 4” MIN. OR AS NEEDED TO FILL OVERDIG, 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 FOUNDATION BASE, IF OVERDUG oe . ae . en CZ Yj, COMPACTED 3/4” CRUSHED STONE 973-219-7546 RMCNJPE@YAHOO.COM (3/4” BROKEN STONE) * BENCH AND CHANNEL TO BE BUILT 6"1-6" 48" +6 61 Noe > Be NSE AIG ee STRUCTURES BUILT OF SOLID BLOCK, PRIOR . POURING CONCRETE BETWEEN ‘PIPE SHELL IF CONTRACTOR PROPOSES TO SUBSTITUTE AUGUST 25, 2025 kG AND MANHOLE WALL. pe M APPROVAL MUST BE OBTAINED FROM THE PRECAST DOGHOUSE MANHOLE INLET, TYPE D MUNICIPAL ENGINEER. ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM NS — DECEMBER 26, 2024 PROFESSIONAL ENGINEER N.J. LICENSE GE31540

05 FR. FRAME DWELLING z FR FR GARA 3 AME DWELLING . aneeetaal BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 CF fa 3 bARACH OT 234 LOT 231 LOT 228 LOT 225 i a BLOCK 151.03 LP wet BLOCK 151.05 ig ° | 8 LoT 12 LOrt7ot RV, 1S IN 488.5 LOT 13 Q ul . pe INV. OUT 488.40 ” \ ? | o “_]) v - /% — DEP, CURB DEP, CU «4900 © pep. BNET A” fe PROPOSED DOG HOUSE MANHOLE BC 488.1 BELGIAN BLOCK BO 409.46 Be 40555 a = pe soe poate CURD Bo 4 ml DEP, CURB __|ac 495.96 BELGIAN BLOCK = inv. 49808 ge 409% ° i 4 oa, eee RIM = 488.74 a = w w w oy x uM Re — a == 3 Oy—— - = BELGIAN BLO Bo 50568 Hatt INV. OUT = 485.04 a e ao Y eo, 7 ~ . evs ¥ >< a oo a § ( STORM Mit rer ker CURB - JNV. NEW 15” = 485-64 4 - 8 /f AG ao L a 4 WOOD a >= v U 4 ~ ie ll, ie & ee ( re 0 C 4guaox ¥ C & ~apeas atone / LAND AVENUE “ 4 ( ri ad 7 a Riv o0o4 s INLET 495,79% , 499.04 \ \ Ss ee Ses \ o/ Res, \ NS \ \ (S0’ RIGHT_OF WAY PER TAX wary S oy . > ~~ ‘ 15” RCP S . N “s ‘ , ™~ ~ ™ > ~ ~ 3 NE CRE af. 74g) a8 eRe me Sais EBS HABE pep. cuRBN._Je BH »S re apaz0 DEP an 2 | 4 cay | ea gore AVER sop2,WALK 1 so26,45437 ude aed a FAVER — §50° 58° OQ"E ...,, 475.90" "Paver N26 t — ee ee ar PROPOSED 15” RCP Ol. 3——1=—"4 [ INSTALL & MAINTAIN -. _— = on I ee a 12 LF @ 9.58% 2 c/a SILT FENCE i van Hef" Caon39 ae — : . / ve] ‘ APPED PROPOSED TYPE D INLET—< ; oa ke me Nass GR. 489.3 8) Iz < B Y OUND INV. 486.3 3s | LIMIT“OF DISTURBANCE =~ \ 3 roast 7 PAVER 29729 { PROVIDE INLET PROTECTION 9 . al Deco 49206 49217 wa < a PATIO \ BLOCK 152.02 re ee i eT ads ass Ne LOT 172 1 ss INSTALL] & MAINTAIN | See Tabbey 9666 on AP, Se LIS goes \ ly (ee ( f TRACKING PAD ‘ssa Pp 96 ior2 tds agree sssc3{PAalt ele 4 | fe 49797 92\ 497.9 4 ede oal8 / Bod tease + 2 STORY QH= S214 3 49h | 7 BASEMENT AN PEDERI) 5 a Tw 49909 solo BLOCK 152.02 FRAME Bo Wo 491.05 Ny —_— 3 Pri Ww 497,76 * DWELLING wile ole —_— / 4982 49350 once Jee IN Mae - R | LOT 186 / | Shay meee wax out _ oe ---- 7 wh \ IK onda NEW A/C UNITS (TYP.)\' / | INV. 489.5 %o.23 { wsorg \ xaves8 | —_-- TTT S74 ON 4’ X 4’ CONC. PADSK' \ “ = Bs | x gpgqo SO HSE | seam ae INV. 491.8 \ vy Y | \ L 4 ASPHALT INSTALL & MAINTAIN 1 es “apis wan fons ee \ Won” | \ 4 PARKING LOT QUT FENCE TN th sk ra \! LEADER\DRAIN CLEAN-OUTS (TYP.) \ . v 2 Ba . \ a 3 ee r”*~ 7 9.11 \ 023 19784 a: UPPER LEVEL ONL \ \ \ x ~ we fes| | \ | ym #950 JP \ \ \ |_—umir oF DISTURBANCE aspuat \ \s 4, GRAVELS sor7e | \ \ \ 9 4.91 Wc

\DRAIN CLEAN-OUTS (TYP.) \ . v 2 Ba . \ a 3 ee r”*~ 7 9.11 \ 023 19784 a: UPPER LEVEL ONL \ \ \ x ~ we fes| | \ | ym #950 JP \ \ \ |_—umir oF DISTURBANCE aspuat \ \s 4, GRAVELS sor7e | \ \ \ 9 4.91 Wc 506.03 \ \ i \ pRiVe \ BLOCK 152.02 \ a . \ . ii \ \ LOTS 176, 179 &186 \ \ Z \ PROPOSED 8” PVC LEADER | \ \ 150,302 SQ.FT. \ asobo | @ Ne. s ; one a \ \ 3.450 AC. ate 7 Wa | & \ , % 49951 x 50015 | 0.3 \ _ 3 \ \ \ \ eo a ! —Hctr. yemoss . lz \ PROPOSED 6” PVC yn 287 | \ — PROPOSED 8” PVC LEADER 8 \ \ LEADER DRAIN PIPE Aug 98 iico 10 oe ge $0593 i \ L— DRAIN PIPE 5 \ \ 01.05% \ ac 90599 | Toe e-= 19% i pf \ —_— EXIST 6” PVC Ic 505:68 NS } C7 PROPOSED 6” PVC SCH 40 ~ \ ass owas , SOI p23 — =: PIPE @ 5.0% SLOPE uD | 1 > \ 50° 58" 00"W 98 x489.56 x 489,38 ———_ | «09877 15.00 wh x 489,72 x 489.46 INV. 488.9 \ | ° woe 4 a NE 497 4 ml — A INLET \ \ X ° ° s5aaq —— ‘\\ \V 8 Be | S ae INV. 489.5 L STING | \ aay | \ INV. 489.0 #le-2e \ Jj ay wy . - \ \i\{t N \ BLOCK 152.02 LIMIT JOF DISTURBANCE \\ i \ LOT 132 4 490.26 \ i} INDOOR RIDING RING \ \ \ \ \ | \ % 495,79 \ \ oat 8 \ \\ | \ \S | PROPOSED 8” PVC PROPOSED 8” PVC LEADER \\\ \ \ LEADER DRAIN PIPE—) DRAIN. PIPE: 4 4 \ 05.23% ASPHALT 02.66% \ \ | V x54 \ \ _ PARKING LOT \ \ | uPPI i a OWER LEVELS 4 |, \ | 4 | \ caval . n° st300 USDA SOILS DATA ‘|__| TEMPORARY TOPSOIL STOCKPILE PROF OSED Fee ee \ | 1 PRO » | \ ~~ eve \ FORATED DRAIN \ PROPOSED 8” PVC LEADER | : yl BOONTON- URBAN LAND—BOON 4 49064 I \ 02.82% \ sale spe PL \ 0% TO 8% SLOPES TON SUBSTRATUM COMPLES, \ wson6e Pati ante (PROPOSED 6” Pvc DEPTH TO WATER TABLS > 80 INCHES Zz l : y LEADER DRAIN PIPE DEPTH TO BEDROCK: > 72 INCHES. ° | \\ | MAP ~~ a 404.0 w 6 \ a \ : \ | ~ al B65 Bl FOR SOIL EROSION & SEDIMENT C ‘< + ONTROL PURPOSES, w : a 2 l } \ NY aa , Fepmucae | THE AREA OF TEMPORARY DISTURBANCE = 81,187 SQ. FT. 8 ‘ \ Z \ \ \ wa 6282 pRIVE ] . 3 490 \ } \\ \ y INV. 490.1 Tn ccucr \ ean aN % \ 48988 i ee ar |, puwe tac |= on) REFER TO SHEET SE-9 FOR SEQUENCE OF CONSTRUCTION. _--— oO o. . IM 490.23 RIM 490.29| \ as . = INSTAL, & MAI i —~a--TTT : . osm ZB ee / INTAIN - \ Fy sé By | (oH Oo . Be 502.94 \. SILT FENCE \ cose _—_— Ay iN essen Cau a i 2 ' ] XQ x 4895 _ —_ — = | Ten _ = coon 5 ‘ons . sSoay -.. 3f 4908 _—— — > nm 0 £490.99 Nee ~~ ~ x - — — —_— / \\1 DRAIN A hoe ys fe cS. [553 ee 5 ‘ Va “ REVISED AUGUST 25, 2025: PER REVISIONS TO GRADING PLAN au ty : ( xT

— = | Ten _ = coon 5 ‘ons . sSoay -.. 3f 4908 _—— — > nm 0 £490.99 Nee ~~ ~ x - — — —_— / \\1 DRAIN A hoe ys fe cS. [553 ee 5 ‘ Va “ REVISED AUGUST 25, 2025: PER REVISIONS TO GRADING PLAN au ty : ( xT “490.97 < => _ 290 INSTALL & MAINTAIN 49 Les aia | ace | F “ Nor : & & SILT FENCE i « vom SS Re howe Leper NY SOIL EROSION & SEDIMENT CONTROL PLAN : Syc _ a ee oc a. /). fee | Wt @ | dor a Mare in a Sh : eet SE-8 we [ N\ a N5O° 58°01 7.88 535.00 wool ote a EXISTING DRYWELLS i a a = _ 7 a aS" Pye = Ta 9B ee 7 l ¢ PROPOSED SITE IMPROVEMENTS c D aeene mS ~~ — Se _ _ ; ee . Ze A INLET z | SS ce — ee ~~ un SO ( | \ 7 i MONTCLAIR STABLES oma, Ieaven | / = . | GRAV! NSTALL & MAINTAIN & | TAX LOTS 176, 179 & 186 BLOCK 152.02 47879 "Roa if | score | GRAVEL \ DRIVE // Xe \ peive | SUT FENCE om TAX MAP SHEET 77 \ | DRIVE \ 406.8 497.89 os ! \" Vos “Be \ . fs ae —_ T \ NICHOLAS AVENU N eas _ doosa < ae span eauN OF WEST ORANGE ~ Ll 49456 1— INSTALL & MAINTAIN v4 —- ] ae 8 50’ LONG TRACKING PAD —\ \ (S0’ RIGHT OF WAY PER TAX A NT —pispap CuANNED COUNTY, NEW JERSEY B INLET \ MAP) ‘ a — = e . . . gaa e | \ \ 4 2 THe i ERs 2 une QUST gh Cunningham Engineering ¢ Design, LLE i ‘STORM MH ou ee —_ —- sO | Ly, ffi ke te oO Ke ant 51 BATE VAL TOP 478.39 ll - c = | Certificate of Authorization No 24 GA28204400 OUT 476.97 BLOCK 152.26 15" ROP | 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 . .! INV. 490.06 973-219-7546 RMCNJPE@YAHOO.COM BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 | BLOCK 152.26 BLOC . . K 152.26 . LOT9 LOT8 LOT7 LOT6 o 1020 “0 LoT4 LOT3 BLOCK 152.26 AUGUST 25, 2025 let ke {| SCALE: 1°=20 LOT2 ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM JANUARY 6, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

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

FILTER BERM (3/4’ STONE WRAPPED IN FILTER FABRIC) OR IN FILTER SOCK) TOP OF BERM SHALL BE 3” ABOVE GRATE ELEVATION AND BERMS TO BE MAINTAINED DAILY. SOIL EROSION AND SEDIMENT CONTROL NOTES FILTER FABRIC DUST CONTROL NOTES 1, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE BOTTOM OF BERM 3° (UNDER GRATE ONLY) TCT Oe Tete SE Ta Na EE GR Teeny MUR ON AST UBER, Se ie fF ERISTING RAVER TON THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. " * . M SHALL SET ON PAVEMENT, TEMPORARY GRADE Mulches See Standard for Stabilization with Mulches Only 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE @ ad Vegetative Cover ~ See Standard for Temporary Vegetative Cover , Permanent Vegetative REQUIRED TO BE TEMPORARILY MULCHED AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A—3. Cover for Soil Stabilization , and Permanent Stabilization with Sod THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. TE 3 . A 1! , 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE BEST RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER ERSTE Spray—On Adhesives — . . WITHIN MOST LC 1. PRIOR TO APPLICATION OF TOPSOIL eseesecesescsssnesssesesasem |._________ apJUST TO GRADE WITH : On mineral soils (not effective on muck soils). Keep traffic off these creas. WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING — 3/1 TO 5/15 AND FALL - 8/15 TO 10/1 (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) 5 9 289. 208, 088. o Sicdet ee MAXIMUM OF TWO DUST CONTROL MATERIALS SUBGRADE SOILS SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE Pee eb co uscauncaaaaeeeecaaaeeere aaa COURSES OF BRICK S——rrereeeE=mmmna dc ¢éeéee 4, SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. E COVER. 220: THE ESTABLISHMENT OF PERMANENT VEGETATIV Becees Sa 38 {1 MATERIAL onan TYPE OF GALLON/ACRE 5. ALL STORM DRANACE METS, SHALL BE PROTECTED BY ONE (OF, THE PRACTICES ACCEPTED IN he STANDARDS, AND 05°59! 090% + (ALL REMAIN N’ [ABILIZATION [ABLISHED. STORM ANAC OUTLET POINTS 2. AREAS OF THE SITE THAT ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE

PRACTICES ACCEPTED IN he STANDARDS, AND 05°59! 090% + (ALL REMAIN N’ [ABILIZATION [ABLISHED. STORM ANAC OUTLET POINTS 2. AREAS OF THE SITE THAT ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED pees 2 XR fesse 88 |-__._ §” STANDARD BLOCKS ae <700 SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. ON THE CERTIFIED SOIL EROSION Al . ooSogt 09 28P 08 —— halt | 7A arse Spray Soak 3 |pgesseest FSS——=——=— SY OR PRECAST CONCRETE ——ovoen 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN Beoseds Se] Ipssedece EEE Latex emulsion 12.5:1 235 SQUARE FEET AND ANCHORED WITH A MUCCH ANCHORING TOOL, LIQUID MULCH BINDERS OR NETTING TIE DOWN. OTHER . 252 ofo} 10804059 ‘ae ERY IF APPROVED ERVATION DISTI . SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION REMEDIATION FORM, AVAILABLE soso % eseegeed Resin in water 4a 300 FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO 8080) , 3202680. = 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT. e388 % Besa 28 i Polyacmfomas (PAM) Apply according to manufacturer's instructions. May ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 08.0; 952 0P 09 ~ lalso be used as an additive to sedim Bag SS] forozepess ji flocculate and precipitate suspended colloids. . THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO 4. IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLD INDICATED FOR THE ego of eg? gcboo Polyacrylamide (PAM) . co i 33 5 1 Be = = — INFORMATION@HEPSCD.ORG, SIMPLIFIED TESTING METHODS (SEE DETAILS ON THIS SHEET), THE CONTRACTOR / OWNER SHALL HAVE THE OPTION TO 3888 SH [eesasbee| (dry. spread) See Sediment Basin Standards, p. 26-1 ANY SOIL DISTURBING ACTIVITIES. FAX — (862) 333-4507 OR EMAIL — I PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING 3888. , Sy Besesbes: BENCHING SLOPE: Acidulated Soy Bean 6. THE APPLICAN OSTAIN A piste te oF EXEMPT AREAS), OR 92) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF