Site Plan Revisions 82525

bos FR. FRAME DWELLING z a 3 FRAME DWELLING FR. GARAGE 2 ! GARAGE BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 anpeneinal = 4 a Brows 08 BLOCK 151 LOT 234 LOT 231 LOT 228 BLOCK 151.05 g < 7d | rs) LOT 17.01 SE rons oT) lk INV. 15” IN 488.5 6 \ 7? 2, a INV. OUT 488.40 j Is / 9 © | —_f i | 2 fhe A a\ ae ° ~ DEP. CURB DER. CURB Bc 492.01 LO,D&E CURR xc e544) DEP. CURB [nc 49596 BELGIAN BLOCK CURB INV. 493.06 xe 19 i | % INV._500.4 DEP. CURB BC 487.30 v7 Be ABET BELGIAN-BLUCK BC 489,46 Be 489.59 , =} O = - = BELBIAN BLO BC 505.68 —TURB a= “ 15" RCP — oa — s STORM MH 15" ROP CURB PROPOSED (pos HOUSE MASHOLE _ 7 5 _— 7 \ - Zy va > oy y ae ye oes ; / 2 G | me / é = Cy Y oe 4 — , oa . | 501. jw our = 400.08. 2 a ae L L 4 L WOODLAND AVENUE 7 ¢ canes es — x 49819 ( erie assx 29 C & x 492.46 ¢ © 494 TAPER TOP OF CURB 495,79 (50° RIGHT DF WAY PER TAX WAP) 49908 \ NN aie asdS4 | \ WY ~ ERNE 35 \ ~ TO MEET SIDEWALK \ To 2 ~ ~ q \ IN \ ; Mv Our 6a 5 INV. OUT 489.51 \ (TYPICAL) ~ . ~N S ~N N N ¥ \ »~ \— 15” RCP. ~ : ™ 5 ™~ Npep 4 _ = pS Fn. =Q _— —& = se/ont \N Ee 22H vee cut et | ~ gig A wu a__| = gee T = CURB ‘ucl[te 428 — 7 7 49018 PAVER r Ane, 7 7 | 290.02 \\| 9% ; AVER op3,WALK (491.26, 49137 <2 ous WALK ] WALK 550° 58" 28: «goa 475.00 raver 19699 4 496.65 \sonanetce 6 49058, ges) 19927 roves 499.80 ON ta = oe = - vo — v — = — PROPOSED 15” RCP OL. 3——T}e: SS We ‘\ Bo, F196" Coons APRED 12 LF. @ 5.38% + | = 4 9 . . \ : GROROSED TYPE D INLET / / / vc rey | BL Raven ore mop asa 3 | . * if i 7 . - \ INV. 486.3 Ss | -: —~_~ & 9178 IS n Si . a “patio 9.8: bo | \ Br fl a Rp csse0s 4 49234 J Sy 4 \ 497.26 \ 4 Ba | 209.41 ay 4912 . 496.43 \ Seovue Fat Bex 49933 499,06 59.80 g : een 12” Bren te | Bess ) CA ee / | > PAVER 496.69 496.66 49997 Lr 0704 Ly sgza0 8 299e5fPATIO ; \ 88 | | ae estes ¥ el sono ; ae || adpso ( /\ xe ' i — lL MULTI (9355 co ing ae\ 497.2 ws “inv. \497. a en | ; £2454 LEADERS [PB ascet 49750 8 2 le s . “ani AN Sv is aor tee 2 STORY I 2 e2l2 | {Seas gh | J — al vonse SP, | rN foes 49776 g ; LOT 186 q Gull % 5105 iy —_—_— 493.2% 493.5 oon De 497.48 DWELLING els 2 — Tue ame Soa © _---7- wk \ eo NEW A/C UNITS (TYP. \ So Sy % a wer vnnen ~e----7 he ih ON 4’ X 4’ CONC. PAD >| INV. 489.5. %o.22 / 49973 (esa a | \ ASPHALT | | ct ve HSB, 49144 | 19385 / ns \ INV. 491.8 ‘K 7 | PARKING LOT | ] a3 ] ae sasugg XESS 49878 | 49268 [19400 554%, \ woos” | LEADER\DRAIN CLEAN-OUTS

D >| INV. 489.5. %o.22 / 49973 (esa a | \ ASPHALT | | ct ve HSB, 49144 | 19385 / ns \ INV. 491.8 ‘K 7 | PARKING LOT | ] a3 ] ae sasugg XESS 49878 | 49268 [19400 554%, \ woos” | LEADER\DRAIN CLEAN-OUTS (TvP.)—\ \ 2 aR a x 17H I | ' ~ \ rs) ES ausd PROPOSED| 4"\ PVC SDR 35 | ! \ pe \s 9.11" \ 45020 49726 wre UPPER LEVEL ONL \ ea PEREFORATED \DRAIN PIPES | | 49668 7" | fsras Of Rs \ @ 0.0% SLOPE | \ tale 495.0 \ \ 4) BS aces propeseh " ln ohn GRAVELS esr700 | \ Thre so609 ASRIVE. TW © 400.5 B { ‘sRive \ BLOCK 152.02 \ -_ FH \ \ LOTS 176, 179 &186 \ \ \ re PROPOSED 8” PVC LEADER \% \ \ 150,302 SQ.FT. \ soba, | Oo 7 DRAIN PIPE: 3 \ \ 3.450 AC. | ont x 5001 ad 2.82% 5 \ \ \ 199. \ eo 4 a ig \ \ PROPOSED 6” PVC yy #7 | wc 50893 za $8 PROPOSED 8” PVC LEADER 8 \ \ LEADER DRAIN PIPE Bes Hoon | a we 50599 | QO DRAIN PIPE i \ \ 01.05% --—- Ps --—--—-- \\\ ’ . of \ . Ec 505.68 cance | \ CBSE RIS mee QQ PROPOSED 6” PVC SCH 40 SOLID | oo \ N50° 58° 00"W seer naam AAA PIPE @ 5.0% SLOPE —_ 15.00" 550° 58° 00 _ So eesetone, 18956 46930 | \ «0987 75.00" __— a ooze sons my, 488.9 \ oN eee aap \ A INLET \ NS : mA eee _ ee 5 BaP _ | agi \ LUILDING \ \ NT \ NV. 489.0 Hie-2e | | t BLOCK 152.02 \ 489. i \ LOT 132 | 1% \ NG RING ~ | 4 soe INDOOR RIDI | Voss \ | \ | \ \ “oA PROPOSED 8” PVC | \ Sees “| / . \ \ ~ \ LEADER DRAIN PIPE- ASPHALT | \ PROPOSED 8 PVC LEADER iW | \ @5.23% \ PARKING LOT | 9) @2.66% | \ \ \ ele NL \| UPPER & ; . : - WER LEVELS , \ l \ || \ | \ le A to ze ssa USDA SOILS DATA | RA’ | 4 . \\ | —, st 2 \ j 3 PROPOSED 4” PVC SDR 35 \ \ IVE \ SOIL TYPE: BouB | ~ PEREFORATED DRAIN PIPES \ \ PROPOSED 8” PVC LEADER \ 1 : BOONTON—URBAN LAND-BOONTON SUBSTRATUM COMPLES, \ © 0.0% SLOPE- | DRAIN PIPE: \ \ Ps 0% TO 8% SLOPES | | 02.82% \ safe sppae 2 Lo \ . J. a DEPTH TO WATER TABLS > 80 INCHES 449084 \ ae PROPOSED 6” PVC DEPTH TO BEDROCK: > 72 INCHES. | \ 449062 «ood | \ \ : \ LEADER DRAIN PIPE a \ . \ FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW el | 2 \ \ EN, CLEARING & DISTURBANCE = 26,191 SQ. FT. (THIS SHEET) PLUS i 8) NN \ | \ \ ~ ~~ 2o oh, al 44,501 SQ. FT. DISTURBANCE OF PAVED AND ACTIVELY DISTURBED < \ < a Ht | i, 49141 Mcp \e AREAS PLUS 10,495 SQ. FT ON SHEET SE-5 = 81,187 SQ. FT. TOTAL w 5 \ — \ Z INV. 489.2 Vo . 5 a \ \ \ \ \ poe DRIVE] FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 8 6 \ 2 \ Mv. 490.1 \ nn Or IMPERVIOUS COVER = 6,430 SQ. FT. REDUCTION

5 = 81,187 SQ. FT. TOTAL w 5 \ — \ Z INV. 489.2 Vo . 5 a \ \ \ \ \ poe DRIVE] FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 8 6 \ 2 \ Mv. 490.1 \ nn Or IMPERVIOUS COVER = 6,430 SQ. FT. REDUCTION ON-SITE ie \— 490 ‘ \\ | ~ Sse san sewer (7 \ : PLUS 3,364 SQ. FT. NEW AREA ON SHEET SE-5 = 3,066 SQ. FT. 3 7 \ , + eae ae ~~) savy SANMH | ee fn a ] | 8 NET DECREASE \ x 489.88 \ _—_--— ~ o RIM 490.23 RIM 490.29) | — re | —— 8 _—_-- ‘s Cent as pee . BC 502.94 3 in —-—-—- 7 \ ; Reed ase | On 2a ene | REFER TO SHEET SE-5 FOR PROPOSED DRIVEWAY EXTENSION IN NICHOLAS AVE. ; ) j i Hn ‘ \ _ —_— — 1 " \__ essenent \ Pn on ne Shook >. 44008 aol REVISED AUGUST 25, 2025: PER CMA REVIEW LETTER, REVISED PROP. CONTOURS x 489.56 _— 491 \ TRENCH " - 73 2 y ~ ” : REVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT _— / \\1 DRAIN: . 492, ae ~ > —_—_ Cc — x gonabl >s- 9 x 1.4 cata | acer | % xs GRADING & DRAINAGE PLAN zs 490 = * . 90 q e089 zz iy 8 Xf _ ee Aaa Sheet SE-4 ga fesse le bx _@ _|- syc a [ — _ a EXISTING DRYWELLS PROPOSED SITE IMPROVEMENTS NS = _ ~ : . _ MONTCLAIR STABLES — 8” ~ — es, BC. fe e308 AST —~— S PINES —— —_—— - TAX LOTS 176, 179 & 186 BLOCK 152.02 i SK a So GRAVEL INV. 484.52 GRAVEL | Reg ete > - = ; | pRIVE TAX MAP SHEET 77 [ORM MH | \ 485.71 \ DRIVE * ee lew om | / orev | “Ne | \ THE TOWNSHIP OF WEST ORANGE | | ses ep BRE eg _ el X aaa sts = ESSEX COUNTY, NEW JERSEY BS // \ \ is : - \ \ NICHOLAS AVENU Zz WA 15" RCP eS ” = hs 8 \ \ So’ RIGHT OF WAY PER TAX —__ — BERN CHAN Cunningham &: Z Z Y Design; ELE | + : MAP) ts] APPROX. MH LOCATION 5 4908 — = 190g WGYMMCOUNGYG < \ 4 e@ PER TOWNSHIP RECORDS re * Te / De . . B 2 gad | \ \ 4 cam a eae 7 eT ~ Certificate Of Authorization Ne: 24 GA28204400 STORM MA I - Lo. me t Pry 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 FW. Ma RM 481-84 ee BLOCK 152.26 NV, 386.9 INV. 490.06 y 973-219-7546 | RMCNJPE@YAHOO.COM INV. OUT 476.97 LOT5 . BLOCK 152.26 Chet f BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 apna | —— a, eee LoT3 BLOCK 152.26 \ AUGUST 25, 2025 kG : LOT 8 LOT7 LoT2 "“" DRIGINAL DWG. DATE ROBERT M. CUNNINGHAM LOT 9 | SCALE: 1°=20' FEBRUARY 19, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

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

rc BLOCK 151.03 FR. DWELLING] BLOCK 151.05 tori FR. DWELLING LOT 12 FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING WEDDING & EVENT VENUE FRAME. DWELLING FR. FR. ARO FRAME DWELLING | BLOCK 151.05 2 + baract BLOCK 151.05 BLOCK 151.05 p LOT 13 a BLOCK 151.03 RAME DWELLING LOT 236 etoeetaee LOT 231 BLOCK 151.05 BLOCK 151.05 Za i vor te BLOCK 151.05 LOT 228 LOT 225 eatez BLOCK 151 LOT 240 ae) \ 8 LOT 17.01 wi & oo (8 0 || 5 tas \ | | ol ce CURE o DEP. CURB co pettyen %/0 8 DEP. CURB cic wae, 88 \ See EAGLE ROCK Nee SE a — — Oru 1 Re Rk RESERVATION Sewer v ‘oy v v v V . . re ee 8° or 08 WOODLAND AVENUE rs i é" 0 (O) ° os co (So RIGHT OF wav PER TAK 8 os o oo ok 6 ‘ ; cs INET os Bos 48 sromu MH) BR , ° oi 09 DEP_cURB DEP. CURE BELGIAN BLOCK \\we, soo. rT ae ‘S50°58'00"E 475.40" Paver ke d PAVER PAVER [= cane, x os -_ WALK = = 7 ma cy > ie sd TRON joo °. ‘ 0 \ Ne. a T a | \ est FOUND c/ FOUND wf 7 BLOCK 152.0200 9 BY “LY LOT 172 s eo K BIE 3 \ BLOCK 152.02 8 Sa : 2 story RI? S23 \ LOT 186 BLOCK 152.02 FRAME DWELLING S42 Sal s LOT 167 DWE TING fhe ol ‘NEW, ae UNITS (TP. él \ oe 3 RR ON 4° X 4° CONC. PAD M4 ASPHALT 4 S PARKING LOT i FOR OFFICE BUILDING ] a os 5 o—o—1 UPPER LEVEL OND fe | ASPHALT * BLOCK 152.02 oy 7 DRIVE LOTS 176, 179 &186 ne 150,302 SQ.FT. “I oo Ok 3.450 AC. i FR. DWELLING oo ok | 7 en J LIGHTING NOTES BLOCK 152.02 poo 1. PROPOSED LIGHTING CONTOURS AND FOOTCANDLE SPOT VALUES WERE PROVIDED BY DNERSIFED LIGHTING TECHNOLOGY LOT 168 ot" 5S LANE ROAD, FAIRFIELD, NEW JERSEY 07004 on ont $5: N50° 58' 00"W 2. ALL WIRING FOR SITE LIGHTING SHALL BE RUN IN UNDERGROUND PVC ELECTRICAL CONDUIT, 1” DIAMETER MINIMUM. oo ‘ eget anny 15.00" 3. SITE_LIGHTS FOR THE PARKING LOT SHALL BE OPERATED DURING EVENING INDOOR AND OUTDOOR SESSIONS AND SHALL BE S50° 58" 00"E SHor OH by AN OVERRIOS TIMER NO LATER THAN 10. PM. 75:00" 4, SITE LIGHTS FOR THE OUTDOOR RIDING ARENA SHALL BE OPERATED DURING EVENING OUTDOOR TRAINING SESSIONS AND SHALL 0 sie Aimer BE SHUT OFF AT THE END OF EACH SUCH SESSION WITH AN OVERRIDE TIMER SET FOR 10 PM. <a eae 0 888: oe L STUNG BLOCK 152.02 Jase mieree LOT 132 on a BLOCK 152.02 °° . : 2 -} LOT 165 3 : | ae ; INDOOR RIDING RING g a 4 ot . a oe en = wer upper & 8 2. WER LEVELS 5 LUMINAIRE SCHEDULE **REFER TO LIGHTING FIXTURE CUTSHEETS FOR COMPLETE CATALOG NUMBERS* FR. GARAGE IA. a 3 a \\) . Ss w SS ee, 1 & Project: MONTCLAIR

g a 4 ot . a oe en = wer upper & 8 2. WER LEVELS 5 LUMINAIRE SCHEDULE **REFER TO LIGHTING FIXTURE CUTSHEETS FOR COMPLETE CATALOG NUMBERS* FR. GARAGE IA. a 3 a \\) . Ss w SS ee, 1 & Project: MONTCLAIR STABLES \ AK le 3 lb & ly 3 x 4 \ \ oa 4 iW 5 Symbol Qty |Arrangement | Fixture Type} Description Manufacturer | CCT LLF Total Watts | Delivered Lumens | Mounting Height % 4 = \ We \\ \ ie, ie z a 2 | Grour BOX-FT DUAL POLE MOUNT AT 18FT HEIGHT, LsI 400k | 0.900 | 222 30594 18 FEET Zz . BLOCK 152.02 LS y Ey ical TYPE FT DISTRIBUTION, 35 Lor 462 4a \ \ 15 DEGREE TILT ON RIDING ARENA SIDE Wig 026, @ ZI 0 DEGREE TILT ON PARKING AREA SIDE of ae \ I © FRAME DWELLING : | \ iB 7 CATALOG NUMBER ed ca wh & IS MRS-LED-15L-SIL-FT-UNV-DIM-40-70-BLK 2 B = q \ i r e 8 Br \ Fi I +] 8 Single x 2 c POLE MOUNTED FLOOD LIGHT AT 18FT HEIGHT, | LSI 4000K 0.900 121 15691 18 FEET = FRAME DWELLING) & mi jis REFER TO AIMING POINTS ON PLAN > —_—_-- + CATALOG NUMBER 8 ---- TLFL-16L-F-UNV-DIM-40-BLK-SF-PC120 4 \ a « . ASPHALT d j \ \ PARKING LOT a" ; CR 508.35 Mi ogee FOR OFFICE BUILDING z FA a . b u ssl aa } > be si of " i - ~ Bie 125.00" P.0.B.\. a E 50° 58°90°%K” 535,00" | ° J ie? 7 5 x . . : Re . *. my Oe HELGIaN Roce = Tc = ° v T oo GRAVEL STORM MH DRIVE 3 DRIVE \\ BBR maven Wh GRAVEL tt oo Ye \ Be — oe NICHOLAS AVENU 1s i — © v 04 on 15" RCP 15: —— — — I = oo 690 oo -00—=« CSO" RIGHT OF waY PER TAX ©: RIPRAP_ CHANNEL SS SO = eeLh 7 oe oo 00 00 MAP) rs} “APPROX. MH LOCATION —___ # BELGTAN, BLOCK ia a E, eee & A Bin ete cee 7 \ sai Ea : Pra \ vo a el i Ge Roads Burts WAL, tor 47e.30 INV. 486.4 INV. OUT 476.97 BRIDLE PATH 7 \ INV. 490.06 \ BUILDINGS WITHIN 200 FBLG&RERSB.26 | =F BLOCK 152.27 \ ADJOINERS, WERE SCALED FROM 10 wan FENCE LoT11 | GOOGLE EARTH PRO IMAGERY | | \ | BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLock 4 52.26 LOT6 LOTS BLOCK 152.26 \ LoT 10 BLOCK 152.26 Lor4 BLOCK 152.26 REVISED AUGUST 25, 2025: MOVE 2 LIGHT POLES 10’ EAST, ADD CATALOG NUMBERS | BLOCK 152.26 Lote | LoT3 BLOCK 152.26 REVISED JANUARY 10, 2025 FOR BOARD OF ADJUSTMENT APPLICATION LOT9 LOT 2 | 1 | H N \ FRAME DWELLING LIGHTING PLA FRAME DWELLING FRAME DWELLING | \ FRAME DWELLING FRAME DWELLING Sheet SE-6 \ FRAME DWELLING | FRAME DWELLING FRAME DWELLING PROPOSED SITE IMPROVEMENTS : A “_e —_ MONTCLAIR STABLES \ | TAX LOTS 176, 179 & 186 BLOCK 152.02 | | BLOCK 15225 THE TOWNSHIP OF WEST ORANGE == _ _ LoT14 ==

ME DWELLING | FRAME DWELLING FRAME DWELLING PROPOSED SITE IMPROVEMENTS : A “_e —_ MONTCLAIR STABLES \ | TAX LOTS 176, 179 & 186 BLOCK 152.02 | | BLOCK 15225 THE TOWNSHIP OF WEST ORANGE == _ _ LoT14 == _ ESSEX COUNTY, NEW JERSEY _ CANNON STREET A roy CD ELLE ___ | —— = So" RIGHT DF Wav PER TAK D ae Certificate Uf Authorization No. 24GA28204400 4 GRAPHIC SCALE — 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM | 60 AUGUST 25, 2025 Cleat I. ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM DECEMBER 13, 2024 PROFESSIONAL ENGINEER N.J. LICENSE GE31540 SCALE: 1°=30'

1—10" MIN. —4 (R 7-8) ae ee 12"X18" 4,000 PSI AIR ENTRAINED 2% PER FOOT CROSS SLOPE GRANITE BLOCKS, 10” X 6” X 4” MIN. SIZ PROPOSED MODULAR CONCRETE CONCRETE, 4” THICK WHITE BACKROUND PAVERS: RE-USE PAVERS FROM SEE SITE PLAN SHEET SE-3 FOR LOCATIONS RESERVED) EXIST. SIDEWALK AREAS TO BE REMOVED 4'0" JOINTS TO BE 3/4” WIDE ** 11/2" (DRIVEWAY) PARKING-+->— GREEN_BORDER | (ee AS PER Puan / FINISHED PAVE— MAXIMUM AND POINTED AND LETTERING MENT SURFACE 4:2 MIX CEMENT MORTAR ———— INSTALL 1” SAND OR py Hf = .| i & TACK EDGE SCORED JOINTS AZURE BLUE BACKROUND STONE DUST SETTING BED = Hf >>>? ! 2” FABC SURFACE © WITH WHITE SYMBOL —~—__ i INSTALL MIN.4" D.G.A. I | : Ly COURSE (MIX #5) CONCRETE SIDEWALK —-— GREEN ARROW (if applicable) | SUBBASE, COMPACT TO F » 95% OF OPTIMUM DENSITY 7 © 4” BITUMINOUS STABILIZED 2% a COMPACTED SUBGRADE INSTALL PRE-FORMED EXPANSION JOINTS EVERY 12’ LINEAR FEET Te + BASE (MIX I-2) REMOIVE ALL TOOPSOIL & ROOTS: o , , : = . MAX. L VAN R7-BA 6” X12” TOOL 1/2” DEEP CONTROL JOINTS 4’ 0.C, FOR 4’ WIDE WALKS vn | ar — Sr NDOT DENSE — <= cq ACCESSIBLE TOOL 1/2” DEEP CONTROL JOINTS 6’ 0.C. FOR 6’ WIDE WALKS ad ee @ . 7 > We . ; \ o SECTION AT PAVER SIDEWALK Soy CLASS C CONCRETE = FIRM SUBGRADE (“PENALTY SECTION THROUGH CONCRETE SIDEWALK : . vy $200 1ST OFFENSE SCALE: N.T.S. SUBSEQUENT OFFENSES R7-8P 10” X 12” $250 MIN. AND/OR N.T.S. up To 80 avs CURRENT PENALTY PLAQUE \ ea AT THE TIME OF INSTALLATION 6" 6" 6" WOWTAWAY_ZONG EDGE_OF_ WALKWAY SAWCUT EXIST, PAVEMENT GRANITE BLOCK CURB & ROAD RESTORATION DETAIL 6" MAX. TACK CUT EDGES TOP oF core SLOPE NEW CONC. OR BLOCK CURB , » TT ae N.T.S. FLUSH CONCRETE CURB AT ALL RAMPS. ABUTING WACcwaYS Oo i HANDICAPPED PARKING SIGN PAVEMENT SURFACE | if PLAN VIEW AT HANDICAP RAMP _ a a T GRANITE BLOCKS, 10" X 6” X 4” MIN. SIZI NTS STEEL CHANNEL POST 4” OF BIT. STABILIZED BASE TS. i i JOINTS TO BE 3/4" WIDE * 11/2" (DRIVEWAY) | 5° OF NUDOT DGA FINISHED PAVE— MAXIMUM AND. POINTED i MENT SURFACE 4:2 MIX CEMENT MORTAR 1 on ny aan +| | g 1 | 1 , 2” FABC SURFACE S + f-————_ N.J.D.0.T. DENSE GRADED AGGREGATE 7 | COURSE (MIX #5) a COMPACTED IN 8” THICK LIFTS ‘o ——— 3” BITUMINOUS STABILIZED a 1's Base (Mx 1-2) HANDICAPPED PARKING SIGN DETAIL 2 TOORM DRAIN, SEE PLAN. , ye “——— 6” NJDOT DENSE NTS. Ww ww au Te GRADED AGGREGATE tees CLASS C CONCRETE \— new suacraoe ; , : «—_}——— 3/4” CLEAN CRUSHED STONE se 9 12" -—— 5/4 X

PARKING SIGN DETAIL 2 TOORM DRAIN, SEE PLAN. , ye “——— 6” NJDOT DENSE NTS. Ww ww au Te GRADED AGGREGATE tees CLASS C CONCRETE \— new suacraoe ; , : «—_}——— 3/4” CLEAN CRUSHED STONE se 9 12" -—— 5/4 X 6 BOARDS 5 i i aan TO SPRING LINE OF PIPE ; SCREWED TO POSTS 4s | i z | | -——— 2’0” MIN. 4 if | 4X 4 TREATED WOOD POSTS] SEWER OR DRAIN TRENCH DETAIL AT MUNICIPAL ROAD GRANITE BLOCK CURB & SITE PAVEMENT DETAIL J | [5-9 _| NTS, S. | \Le'0" AT VAN ACCESSIBLE SPACES, SEE SITE PLAN POST MOUNT PER FENCE CONTRACTOR | HANDICAPPED PARKING SPACE DETAIL 4” PvC SDR 35 PERFORATED DRAIN PIPE- N.T.S. FINAL GRADE ry FINAL GRADE: LEVEL IN ALL DIRECTIONS ‘\ MOTORIZED GATE HINGES WITH FINAL GRADE. FILTER FABRIC t Boe aes TO BE APPROVED APPROXIMATELY 40% OPAQUE ALUMINUM GATE LEAVES WIRING FOR ELECTRIC POWER SHALL BE RUN FROM ry FABRICATED FROM TUBE, ANGLE. SLANTED FLAT STOCK. BUILDING TO GATE AREA UNDERGROUND IN SAND BEDDING \ \ BY THE FIRE DEPARTMENT. OR A COMBINATION THEREOF. 1” MIN. DIAMETER PVC CONDUIT. CAP UNIT WITH KAPSEAL ADHESIVE SEE PLAN FOR DIRECTION OF SWING. FILTER FABRIC ON TOP OF x 1 1/2" CLEAN CRUSHED STONE : | /ARIES, SEE PLAN | CLEAN STONE : : to | 4,000 PSI CONCRETE. 12” DEEP VERTICAL FACE FLUSH RETAINING CURB 7 SCARIFIED aN i RETAINING WALL UNITS——_] EXP. JOINTS 20° 0O.C. a « 8" HIGH UNITS X [+= EXCAVATION LIMIT AT A ! | | 18” WIDE | CUT SECTIONS 5" | x z s @——-COMPACTED_BACKFILL : AT FILL” SECTIONS SECTION DETAIL OF RETENTION CURB & RIDING ARENA ‘io (2) MIRANDA SMALL AREA LIGHT FIXTURES BY LSI, INC. WEEP HOLES » 3/4" CRUSHED STONE, NTS. MRS LED 15L SIL FT UNV 40 7OCRI BLK IH tare 6’-0" 0.C. |~_——DRAINAGE FABRIC ON TOP OF 111 WATTS, 15,000 LUMENS, FORWARD THROW DISTRIBUTION AND BEHIND CLEAN STONE BLUCKS TO BE SET WITH LUNG CIMENSIUN VERTICAL. COLOR TEMP.: 4,000 CCT FINAL GRADE SIDEWALK / ALTERNATE WALL DRAIN METHOD vO" —— 3” PERFORATED PVC DRAIN PIPE VARIES T » i TEE AT EACH WEEP HOLE OR AS PER PLAN APRON . > 4” PERFORATED PVC DRAIN PIPE 1172" FACE 4” MIN, DIAMETER OR SQUARE TO STORM DRAIN SYSTEM . I PITCH 2% DOWN MATCH BATTER OF FULL HEIGHT CURB ALUMINUM POSTS TOWARD STREET 1/2” BITUMINOUS STONE DUST SETTING BED ad!/dSS__—— EXPANSION JOINT 3/4" CRUSHED STONE, R Noy 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