MONTCLAIR STABLES REV 2 SUBMISSION PLANS

fs FR. FRAME DWELLING Zz a 3 FRAME DWELLING FR. GARAGE 2 ' GARAGE BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 anpeneiaal ea = Boe i BLOCK 151 LOT 234 LOT 231 LOT 228 BLOCK 151.05 g < ° | B LOT 17.01 B INLET LOT 13 ‘ IV. 13 N 488.5 > 2) \ INV. OUT 488.40 4 o a B INLET ° / B INLET | | } / © GR 457.09 an AY id GR, 502.82 ° ~ DEP. CURB DER. CURB Bc 492.01 L2,D&E- CURR xc 49544) DEP. CURB |nc 49596 BELGIAN BLOCK CURB INV. 493.06 se 19% i “| INV. 500.4 DEP. CURB Baers BT BELGIAN-BLUCK Bc 489.46 Be 469.99 ; =] : = BELGIAN BLO Be 50560 = 15" RCP = = CURB PROPOSED DOG HOUSE MANHOLE. = ORE 4 y 7 \\ Zy “ty y eat, a = / - ‘ soi, > Lv va INV. OUr= 465.0% > vc 1 a Y eo se - ir <> v v mf, OMB i — | our feo yy cme ob VA a L 2 WOODLAND AVENUE Wa ¢ C 2 Y . % 48819 xe anes (aoa g P xas245 ( TAPER TOR OF CURB 19579 , 49904 ( \ a ated VY SN NBs 5 TO MEET SIQEWALK \ (S0" RIGHT_OF WAY PER TAX MAR) > Nitin \ YK MG \ ~ \ i IN 487.45 INV. OUT 489.51 \ (TYPICAL) ~ ~~ nN N Sq INV. 498.3 \ \ N \ ~ oo 7 15" RCP S . ~ ~ ~ ~N S \oep. cur BELGIAN, BLOCK \ \\ se" — =. AOS ae Fe «i005 —% ~ — ee ~ > eee > 128672 pep_cus\ JE 8 = re gegen TUR > Ea cog wv. 500.4 gee TC E775 CURB pea] TC 49016 ig PAVER PAVER See = = : = - SE Ol AVER WALK saeco [ ” “AER “AVER S50° 58" a9: guar 475.40 RAVER ne70 ance Vora . 4 seas seed ssger PAVER fgae [| _CING WALK, : 7 3 7 se > 3 = 7 PROPOSED 15” RCP OL. 3 ss7e% A65 y ye J Casnis 28 y bd aan On ey Are 12 LF. @ 5.38% + / —— 4 / 96.70 Veg | * 492.90" l< 2 ) as7as : pe "FOND <i) IES 8 KK 53 yo" § ! PROPOSED TYPE D INLET / y / st ; / — LIMIL“OF DISTURBANCE 5 4 a sea 7 PAVER 49729 19 | ce / INV. 486.3 S| -~_“~ 8 wre YN Si es N\] \ a “patio 4998, 419982 aa 489.4: vy | 496.43 \ \yag7ae ra —f 499.4 coan 499.88 BLOCK 152.02 ‘ Iss we a ag “pe / PAVER assy — 666 496907 £9719 | 497.338 Ahoy me ee pati ey a LOT 172 ' les #9 xasi2 ‘ Teg \9726 nt $3308 2 sen — \ 4 \ § to / z 4932 +99 ‘ a | 2 ol * »( Lis | : aa _ ‘iw. \e97.5 | za ; | Cee [ oR, \ BLOCK 152.02 2 sTORY Ez 2zig | J 22034 49h | —_— — Nero r” | nese LOT 186 4 AWVO —_— . a \ FRAME wo Doll x 291,05 NY — 493.2% 493,50 xf SL oot oye Se ee _y- coe) [ough NEW, 47e units (rv )\Y | y 2 As | — Se ] < nr, | Wes | lb ------- 777 T Zoe Sorat ON 4’ X 4’ CONC. PAD Uv PROPOSED 6” PVC 0 INV. 489.5 “%s123 f oe xeon = \ WA \ | 4 PARKING LOT SOLID PIPE @ 5.0. ea 88 | agg 39 OS AEM | | asaeg 10492 \ INV. 491.8 “ZL \ \ " v 1 -_ Nr vagy RAIS

Sorat ON 4’ X 4’ CONC. PAD Uv PROPOSED 6” PVC 0 INV. 489.5 “%s123 f oe xeon = \ WA \ | 4 PARKING LOT SOLID PIPE @ 5.0. ea 88 | agg 39 OS AEM | | asaeg 10492 \ INV. 491.8 “ZL \ \ " v 1 -_ Nr vagy RAIS SPR | 49398 Jass00 46,2, \ pes LEADER\DRAIN CLEAN-OUTS (TYP.)—~\ \ 4 Bs af n09 Mae vee tm \ \ Sos Be me sousd PROPOSED| 4"\PVC SDR 35 9.11" UPPER LEVEL ONL \ \ \ ox ea PEREFORATED , ies \ @ 0. \ \ \_-—-tmir oF bisTURBANCE 4 forse \ \ proPoseh " \ ASRIVE. \ TW © 400.5 B BLOCK 152.02 \ \ \ | i LOTS 176, 179 &186 \ Z|. om 492.00% } \ PROPOSED 8” PVC LEADER | 150,302 SQ.FT. \ \ \ DRAIN PIPE: 3 \ 3.450 AC. \ \ 02.82% 3 : \ \ 1 eS | \ _ ism ig PROPOSED 6” PVC ) ge 50593 | wens PROPOSED 8” PVC LEADER 8 LEADER DRAIN PIPE prose ae oc 59599 | - —— DRAIN PIPE 5 105% INE RN Oil a -- — “_—n Lo x @3.15% 2 . FP so —_— a i — = ls EXIST 6” PVC ee ee — = - ——_ \ } oe LEADER DRAIN PIPE: SO ) psa : PROPOSED 6” Pvc SCH 40 SOUD | 1500 ° ” v0 aK\A\\) ‘ - — — —_— 4 : s50°sa"oore | A — =: — — | 75.00" — : bogs al [ x so070 scsooe —_. map| oS INV. 488.9 7 | } | We 504.38 Bro — 4 — ———490 —_ : Yo eee . : \ | ENCE : - - m4 —_ —_—_ \ OR a1.32 \ ee 7 f | | | | \ “a \ PROPOSED SAND RIDING ARENA, LEVEL @ ELEV. 491.0 \ \P INV 4882 1 STORY, | ! 2 \ \ ILD. - — \ B \ | wy, 480.0 Bhe-ee | oo t BLOCK 152.02 \ 4 \ walt 489. . \ LOT 132 \ \ \ : 09 445° fa | \ \ ) oy l \ \ \ LIMIT [OF DISTURBANCE ee \ \\" INDOOR RIDING RING \ . \ \ x 49026 496.5: se | | "| PROPOSED 8” PVC S\2 | | / \ \ LEADER DRAIN PIPE—Z ASPHALT % | Grou PROPOSED 8” PVC LEADER i a \ 95.25% PARKING LOT Ye ca’ | DRAIN’ PIPE: \ 1 | \ }10.88-|,3" | 2 @2.66% | 1 | ~ 4 UPPER & \\ _~ WER LEVELS QQ | ‘|| { _ \ 1 USDA SOILS DATA AQ Lt \\ \ exe: | | —_ \ \ GA ack KA e | / gy | PROPOSED 4” PVC SDR 35 \" . \ \ SOIL TYPE: BouB AN \\ | | PEREFORATED DRAIN PIPES \ PROPOSED 8 Pvc LEADER \ TT BOO ON ee GAND- BOONTON SUBSTRATUM COMPLES, | \ : \ 02.82% \ . DEPTH TO WATER TABLS > 80 INCHES 449064 \ |-——-PROPOSED_ 6” Pvc DEPTH TO BEDROCK: > 72 INCHES. | \ 449062 «ood | \ LEADER DRAIN PIPE a \ FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW e| | 2 \ CLEARING & DISTURBANCE = 26,191 SQ. FT. PLUS 44,501 sh \ a \ aly SQ. FT. DISTURBANCE OF PAVED AND ACTIVELY DISTURBED 5 a so < | a i 1 AREAS = 70,692 SQ. FT. TOTAL 7 \ = w 5 \ — a oll FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 8 3 — 7 an IMPERVIOUS COVER = —6,430 SQ. FT. REDUCTION ON-SITE . \ w 8 \

DISTURBED 5 a so < | a i 1 AREAS = 70,692 SQ. FT. TOTAL 7 \ = w 5 \ — a oll FOR STORMWATER MANAGEMENT PURPOSES, THE AREA OF NEW 8 3 — 7 an IMPERVIOUS COVER = —6,430 SQ. FT. REDUCTION ON-SITE . \ w 8 \ ‘\ . 40988 \ i | | sav Sa \ | \ ’ _ 3 \ mM a \ ENT \ \| REVISED JANUARY 31, 2026: DELETE DRIVEWAY EXTENSION THROUGH NICHOLAS AVENUE \ \ —_—_— xe 7 i BASEM \ . \\ \ \REVISED AUGUST 25, 2025: PER CMA REVIEW LETTER, REVISED PROP, CONTOURS \ x 489.56 _— 491 \ TRENCH 0, a : \ \WREVISED JANUARY 10, 2025: FOR SUBMISSION TO BOARD OF ADJUSTMENT —_— / DRAIN . : : \ ' \ oe by * —_— — \\1 co —< Ji . oot \ | | ye ao oe \ ) i es aac cy a \. TGS 28759 || spas F ys ON GRADING & DRAINAGE PLAN 52 ; We ! : Oa 22 \\ \ : SS iy ei ~ Sheet SE-4 ga Wl \ — fesse \ Wo @ _ syc. a : . ; ea O-Bs ON 32 - _ N50’ 58' 0 535.00" elk e086 EXISTING DRYWELLS / : PROPOSED SITE IMPROVEMENTS _ , 2 _6" _ soe oy 489.0 wr / NES NS _ ese a —. Re = RV, BIO ase MONTCLAIR STABLES re feeor, BC. Te / a oo — — — __PINES __ __._ - - ed J 6 e751 | \ AVEL TAX LOTS 176, 179 & 186 BLOCK 152.02 | ~— ~~ 486. . , s | gr a 7 craven | neve TAX MAP SHEET 77 [ORM MH | \ 485.71 \ DRIVE * Pi ewe I nn J ea | | “Xe | \ \ THE TOWNSHIP OF WEST ORANGE | . = DRIVE T oe , NICHOLAS AVENU N yaar DZ sone — _ysa9 | ESSEX COUNTY, NEW JERSEY \ \ 2 3 8s 4 15" RCP — —~ — ” Bx ~ Lf. \ ey | / RIPRAP_ CHANNEL? . \ \ : . . G . —— 9 \ \ (S0’ RIGHT OF WAY PER TAX — e Z) 3 \ MAP) ‘ ts} APPROX. MH LOCATION oo ~ 490, 2 | WG MCCUNY CMGNG i BNET | \ \ Lv . PER TOWNSHIP RECORDS be oe 7 —_ J — / | Certificale of yp ly . li rNox 24.GG28204400 Ts aI Lh a sone a “Tl - ar q Pry 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 Been BATE WAL TOP 478.39 Btn 26 Ae RCP NY. 390.06 y 973-219-7546 | RMCNJPE@YAHOO.COM BLOCK 152.26 | — BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 JANUARY 31, 2026 Cet 1: (a as BLOCK 152.26 BLOCK 152.26 0 10 20 40 LOT4 LOT 3 85 OTs LOT8 LOT7 LOT6 mont LoT2 ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM {| SCALE: 1°=20 FEBRUARY 19, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

ee een rc BLOCK 151.03 FR. DWELLING] BLOCK 151.05 Lor tt | FR. DWELLING LOT 12 FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING WEDDING & EVENT VENUE FRAME DWELLING FR FR. Laraa FRAME DWELLING | BLOCK 151.05 z veiw Laraci BLOCK 151.05 BLOCK 151.05 LOT 13 a BLOCK 151.03 AME. DWELLING LOT 236 eos LOT 231 BLOCK 151.05 BLOCK 151.05 ta 3 LoT 12 BLOCK 151.05 LOT 23. LOT 228 LOT 225 a a — BLOCK 151 LOT 240 rae) \ Fa LOT 17.01 w fe an | \l oo . " : \ \ | ol DEP. CURR oo DEP. CURB [ ee, curs eam wo? Hak \ 4 EAGLE ROCK TEC ACO Rao = Seco ==> === O— RESERVATION v v v w v v v w v v RIM 501.40 a . ook w a ea ee Vj « * rT ie WOODLAND AVENUE . “ “ SAN, wi oo 08 rr? g & oe on (0 RIGHT OF WAY PER TAK mun © Lo on ost VY oe oz oO oA 8 | wat 0 fe 5 02 830 ip oo” . 4 oust . \y 0202 PLiee ” s som MG) = : on = dy a DEP. CURB nep. cues ves hep BELGIAN BLOCK Pe ae eee LOL 2.2525 enh “on 07 A CPAVER ‘S50°58'00"E 475.40" Paver i aver \ ‘PAVER [one ——— = aa i rack = > - “4 Tron om 04 ¢ 7 wa 08 ga 94 0? He. i ee | | bod ‘ nN FOUND cA . FOUND oaf Po? BLOCK 152.0250 °° "| i} LOT 172 S AY oe 8 patta oo on RO PAVER PAVER PAVER Pe Patio _ WALK °. 02 | one < — et) - a 2 al 2 sjory el BLOCK 152.02 BLOCK 152.02 FRAME DWELLING a4 LOT 186 LOT 167 DWELLING q ---™-T7 tat NEW, A/C UNITS (TYP) 5 ~-----77 ON 4’ X 4’ CONC. PAD —_ Pa ASPHALT IS PARKING LOT Pe FOR OFFICE BUILDING UPPER LEVEL OND He. is Geos ASPHALT BLOCK 152.02 LOTS 176, 179 &186 . ot 150,302 SQ.FT. 0%, oo ok 3.450 AC, FR. DWELLING ee | 2 oof an LIGHTING NOTES BLOCK 152.02 oot 1. PROPOSED LIGHTING CONTOURS AND FOOTCANDLE SPOT VALUES WERE PROMIDED BY DVERSIFED LIGHTING TECHNOLOGY LOT 168 on 55. LANE ROAD, FAIRFIELD, NEW JERSEY 07004 on on oa 2 ee N50° 58’ 00"W 2. ALL WIRING FOR SITE LIGHTING SHALL BE RUN IN UNDERGROUND PVC ELECTRICAL CONDUIT, 1” DIAMETER MINIMUM. oo sear aney 15.00" 5. SITE_UIGHTS FOR THE PARKING LOT SHALL BE OPERATED DURING EVENING INDOOR AND OUTDOOR SESSIONS AND SHALL BE 550° 58" 00"E | oe SHUT OFF BY AN OVERRIDE TIMER NO LATER THAN 10. PM. 17500" _*" 4, SITE_LIGHTS FOR THE OUTDOOR RIDING ARENA SHALL BE OPERATED DURING EVENING OUTDOOR TRAINING SESSIONS AND SHALL oo a l BE SHUT OFF AT THE END OF EACH SUCH SESSION WITH AN OVERRIDE TIMER SET FOR 10 PM. : os oo “ BLOCK 152.02 so, oF \ LOT 132 on BLOCK 152.02 °° LOT 165 09 B ‘ INDOOR RIDING RING | 0.0 * ° a FR. GARAGE * LUMINAIRE SCHEDULE **REFER

EACH SUCH SESSION WITH AN OVERRIDE TIMER SET FOR 10 PM. : os oo “ BLOCK 152.02 so, oF \ LOT 132 on BLOCK 152.02 °° LOT 165 09 B ‘ INDOOR RIDING RING | 0.0 * ° a FR. GARAGE * LUMINAIRE SCHEDULE **REFER TO LIGHTING FIXTURE CUTSHEETS FOR COMPLETE CATALOG NUMBERS** \ Project: MONTCLAIR STABLES \ w cara “ 3 x 4 | Symbol Qty | Arrangement | Fixture Type} Description Manufacturer | CCT LLF Total Watts | Delivered Lumens | Mounting Height . \ e3h+— wl g n 28 ° 2 GROUP B2Xx-FT DUAL POLE MOUNT AT 18FT HEIGHT, Ls! 4000K 0.900 222 30594 18 FEET 2 5 a x BLOCK 152.02 3 a TYPE FT DISTRIBUTION, Se LOT 162 15 DEGREE TILT ON RIDING ARENA SIDE Wwe =| 0 DEGREE TILT ON PARKING AREA SIDE 5 f eB g e FRAME DWELLING I CATALOG NUMBER eZ g \ = MRS-LED-15L-SIL-FT-UNV-DIM-40-70-BLK : AF 2 ir 8 at 8 Single x2 c POLE MOUNTED FLOOD LIGHT AT 18FT HEIGHT, LsI 4000K 0.900 121 15691 18 FEET cS fl GS REFER TO AIMING POINTS ON PLAN r RAME DWELLING + CATALOG NUMBER TLFL-16L-F-UNV-DIM-40-BLK-SF-PC120 re INLET MH PARKING LOT 4 GR 805.35 IM Spz.6s FOR OFFICE BUILDING } H q mie 7 he i 125.00" te? r ’ INLET \ ° , sx) Tan BELGIAN HrOeK ait 00 GRAVEL v4 4 \\ STOR on DRIVE 3 pRIVE we \\ so tte —: oe _ or on tO NICHOLAS AVENU 15" RCP wT ee oot | __ Inuer i ———d oo 00 oo 00-680" RIGHT OF WAY PER TAX OF RIPRAP CHANNEL eed =— = : RELGI ncK ( [ { oo 90 " EA PE TOiMSHIE REEORDS Oe “ daw RE oo BNET so a8 5 ge F 7 on ‘0, web . . i RM Mt AG" Midst Garis Wau, 10° 47030 Ww. 188.9 iw INV. OUT 476.97 BRIDLE PATH TEN INV. 490.06 \ BUILDINGS WITHIN 200 FBLG&RERSB.26 \ FF -— BLOCK 152.27 \ ADJOINERS, WERE SCALED FRON 10 won FENCE LOT 11 | GOOGLE EARTH PRO IMAGERY | | | | BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 LOT6 LOTS BLOCK 152.26 Lot 10 LOT7 LOT 4 \ BLOCK 152.26 BLOCK 152.26 REVISED JANUARY 31, 2026: DELETE DRIVEWAY EXTENSION THROUGH NICHOLAS AVENUE \ BLOCK 152.26 LOT8 | LOT3 BLOCK 152.26 REVISED AUGUST 25, 2025: MOVE 2 LIGHT POLES 10’ EAST, ADD CATALOG NUMBERS LOT9 LOT 2 REVISED JANUARY 10, 2025 FOR BOARD OF ADJUSTMENT APPLICATION ae LIGHTING PLAN ) FRAME. DWELLING FRAME DWELLING | \ FRAME DWELLING FRAME DWELLING Sheet SE-5 \ FRAME DWELLING | FRAME DWELLING FRAME. DWELLING cRAME. DWEL PROPOSED SITE IMPROVEMENTS : “ee - MONTCLAIR STABLES \ TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 | | BLOCK 152.26 THE TOWNSHIP OF WEST ORANGE = = — __ LOT 1 — q : = === _ ESSEX COUNTY, NEW JERSEY yi \\ | ———

VEMENTS : “ee - MONTCLAIR STABLES \ TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 | | BLOCK 152.26 THE TOWNSHIP OF WEST ORANGE = = — __ LOT 1 — q : = === _ ESSEX COUNTY, NEW JERSEY yi \\ | ——— CANNON STREET Cunningham Engineering a Design; ELE a 50’ RIGHT OF WAY PER TAX \\ ——— _L ae) \| y JP Certificate Of Authoriyalion Nox 24GA28204400 \l Y Z 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM f /! GRAPHIC SCALE aurea . ( 7 JANUARY 31, 2026 Cut kG Yj 0 10 20 30 60 N Wy ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM SCALE: 1°=30' DECEMBER 13, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540 uy :

GRANITE BLOCKS, 10” X 6” X 4” MIN. SIZE JOINTS TO BE 3/4” WIDE FINISHED PAVE— MAXIMUM AND POINTED MENT SURFACE 1:2 MIX CEMENT MORTAR grey +— 10” MIN. —4 we LL CLASS C CONCRETE ** 11/2” (DRIVEWAY) AWCUT & TACK EDGE 2” FABC SURFACE —— COURSE (MIX #5) —— 4” BITUMINOUS. STABILIZED BASE (MIX I-2) 11” BATTER —— 6” NJDOT DENSE GRADED AGGREGATE —— FIRM SUBGRADE GRANITE BLOCK CURB & ROAD RESTORATION DETAIL N.T.S. GRANITE BLOCKS, 10” X 6” X 4” MIN. SIZE JOINTS TO BE 3/4” WIDE MAXIMUM AND POINTED 1:2 MIX CEMENT MORTAR FINISHED PAVE— MENT SURFACE -— 10” MIN. —4 CLASS C CONCRETE GRANITE BLOCK CURB & SITE PAVEMENT DETAIL ** 11/2” (DRIVEWAY) 1-1” BATTER 2” FABC SURFACE COURSE (MIX #5) '——— 3” BITUMINOUS STABILIZED BASE (MIX 1-2) 6” NJDOT DENSE SEE SITE PLAN SHEET SE—3 FOR LOCATIONS SCORED JOINTS CONCRETE SIDEWALK — Po o\ 6" se} 6” MAX. 6 TOP OF CURB SLOPE NEW CONC. OR BLOCK CURB FLUSH CONCRETE CURB AT ALL RAMPS PLAN VIEW AT HANDICAP RAMP GRADED AGGREGATE FIRM SUBGRADE N.T.S. FINAL GRADE. CAP UNIT WITH KAPSEAL ADHESIVE- FILTER FABRIC ON TOP OF CLEAN STONE 12” DEEP VERTICAL FACE RETAINING WALL UNITS—__| 8" HIGH UNITS X . += EXCAVATION LIMIT AT 18” WIDE . CUT SECTIONS ES Ed = s ©——-COMPACTED_BACKFILL 5 : AT FILL SECTIONS T © + Aa 3/4” CRUSHED STONE, WEEP HOLES : 6'-0" 0.C. "DRAINAGE FABRIC ON TOP OF AND BEHIND CLEAN STONE ALTERNATE WALL DRAIN METHOD 3” PERFORATED PVC DRAIN PIPE TEE AT EACH WEEP HOLE 4” PERFORATED PVC DRAIN PIPE TO STORM DRAIN SYSTEM /4" CRUSHED STONE, COMPACTED W/ VIBRATORY PLATE FINAL. me] 12” 1” STONE DUST SETTING BED | | SUBMIT BLOCK MANUFACTURER’S DATA TO DESIGN ENGINEER FOR APPROVAL MODULAR BLOCK WALL SECTION UP TO 3’-6” HIGH a (- (2) MIRANDA SMALL AREA LIGHT FIXTURES BY LSI, INC. MRS LED 15L SIL FT UNV 40 7OCRI BLK IH 111 WATTS, 15,000 LUMENS, FORWARD THROW DISTRIBUTION COLOR TEMP.: 4,000 CCT 17’-0" j-——————__ LSI__ 5RPB5S A188 18 D180 BLK RHH PREMIUM 5” ROUND ALUMINUM POLE 0.188” WALL THICKNESS, 17’ HIGH COLOR: BLACK 8” — 9” BOLT CIRCLE BOLT COVER 3/4” X 17” GALV. ANCHOR BOLTS TEMPLATE SHIPPED W/ POLE 1-0" x PVC CONDUIT MIN, 6" HAND HOLE ~ re ae =}. 4500 P.S.I. CONC. FOUNDATION W/ (6) NO. 5 VERTICAL BARS ; » & (4) NO. 3 CIRCULAR TIE BARS 4 AS RECOMMENDED BY POLE MANUFACTURER 24” DIAMETER, MIN. POLE LICHT DETAIL 4 X 4 TREATED WOOD POSTS: POST MOUNT. PER FENCE CONTRACTOR———__

NO. 5 VERTICAL BARS ; » & (4) NO. 3 CIRCULAR TIE BARS 4 AS RECOMMENDED BY POLE MANUFACTURER 24” DIAMETER, MIN. POLE LICHT DETAIL 4 X 4 TREATED WOOD POSTS: POST MOUNT. PER FENCE CONTRACTOR———__ | 5/4 X 6 BOARDS fs SCREWED TO POSTS 4” PVC SDR 35 PERFORATED DRAIN < | NTS. R 7-8 [iene RESERVED} —-~; —a— VAN ACCESSIBLE PENALTY $200 1ST OFFENSE ‘SUBSEQUENT OFFENSES, ‘$250 MIN. AND/OR UP To 90 DAYS ‘COMMUNITY SERVICE. TOw-AWAY ZONE) MIN. 5’-0" R7—8P CURRENT PENALTY PLAQUE AT THE TIME OF INSTALLATION WHITE BACKROUND GREEN BORDER PARKING AND LETTERING &HH AZURE BLUE BACKROUND WITH WHITE SYMBOL GREEN ARROW (if applicable) 10” COMPACTED SUBGRADE REMOIVE ALL TOOPSOIL & ROOTS: R7—-8A 6” X 12” x 12” PROPOSED MODULAR CONCRETE PAVERS: RE-USE PAVERS FROM EXIST. SIDEWALK AREAS TO BE REMOVED ———INSTALL 1” SAND OR STONE DUST SETTING BED INSTALL MIN.4”_D.G.A, SUBBASE, COMPACT TO 95% OF OPTIMUM DENSITY / SECTION AT PAVER SIDEWALK SCALE: N.T.S. EDGE_OF_ WALKWAY 3’-0" IF NO : ABUTTING WALKWAYS © L131 ——— STEEL CHANNEL POST HANDICAPPED PARKING SIGN DETAIL N.T.S. BROWN VINYL TOP aa BROWN VINYL POST CAPS——___ ] 4" SQUARE BROWN VINYL POSTS —————————_—___+ BROWN VINYL FENCE BOARDS SEWER OR DRAIN TRENCH DETAIL AT MUNICIPAL ROAD 4,000 PSI AIR ENTRAINED 2% PER FOOT CROSS SLOPE CONCRETE, 4” | £0" [oe ‘AS PER PLAN rT 7 te He THE n= == INSTALL PRE-FORMED EXPANSION JOINTS EVERY 12’ LINEAR FEET TOOL 1/2” DEEP CONTROL JOINTS 4’ 0.C. FOR 4’ WIDE WALKS TOOL 1/2” DEEP CONTROL JOINTS 6’ 0.C. FOR 6’ WIDE WALKS SECTION THROUGH CONCRETE SIDEWALK N.T.S. ‘SAWCUT EXIST. PAVEMENT: TACK CUT EDGES PAVEMENT SURFACE 2” FABC, MIX I-5 4” OF BIT. STABILIZED BASE 6” OF NJDOT DGA VARIES N.J.D.0.T. DENSE GRADED AGGREGATE COMPACTED IN 8” THICK LIFTS TOORM DRAIN, SEE PLAN. 3/4" CLEAN CRUSHED STONE TO SPRING LINE OF PIPE -———._ 2'0” MIN. 4 5'-0". Leo" AT VAN ACCESSIBLE SPACES, SEE SITE PLAN HANDICAPPED PARKING SPACE DETAIL FINAL GRADE rp FINAL GRADE: LEVEL IN ALL DIRECTIONS FILTER FABRIC: : : SAND BEDDING \ 2 iy x a 1 1/2” CLEAN CRUSHED STONE 4,000 PSI_CONCRETE FLUSH RETAINING CURB ‘ SCARIFIED SUBGRADE EXP. JOINTS 20° 0.C. . a «| a T ELEV. 491.0 GRADE ELEV. 489.25 ELEV. 490.5 1 = bo Loa SECTION DETAIL OF RETENTION CURB & RIDING ARENA NTS. BLOCKS TO BE SET WITH LONG CIMENSIUN VERTICAL, SIDEWALK 40" VARIES OR AS PER PLAN APRON PITCH 2%

GRADE ELEV. 489.25 ELEV. 490.5 1 = bo Loa SECTION DETAIL OF RETENTION CURB & RIDING ARENA NTS. BLOCKS TO BE SET WITH LONG CIMENSIUN VERTICAL, SIDEWALK 40" VARIES OR AS PER PLAN APRON PITCH 2% DOWN TOWARD STREET —_ CLASS "B" CONCRETE 6" X 6” 10/10 WWM WHERE SIDEWALK CROSSES DRIVEWAY GRANITE BLOCK DEPRESSED CURB AND CONCRETE DRIVEWAY APRON DETAIL 1/2" BITUMINOUS EXPANSION JOINT 6” X 6” 10/10 WWM CLASS "C” CONCRETE 1 172" FACE MIN. BROWN VINYL BOTTOM RAIL RAIL- 3,500 PSI CONCRETE FOOTINGS GATE SHALL HAVE (2) 5’—WIDE LEAVES OF SIMILAR APPEARANCE TO FENCE PANELS 12” MIN. AT GATE POSTS 5 FT. OPAQUE PRIVACY FENCE MATCH BATTER OF FULL HEIGHT CURB N.S, ELEV. 490.33 TOP OF BERM 4” MIN. DIAMETER OR SQUARE ALUMINUM POSTS Ny PAVEMENT SURFACE. i NON-WOVEN FILTER FABRI ’ .{2 1 1/2” CLEAN CRUSHED STONE yo. RATS rape De . a Vos: al -— 12" DEEPEN EXCAVATION AT DRIVEWAYS TO ENSURE FULL 18” CURB DEPTH. NTS. MIN. 1/2” GROUT TOP SLAB TO BE 7” THICK, 4,000 PSI CONCRETE W/ NO. 5 BARS, 6” O.C. EACH WAY, W/ 45° ANGLED BARS AROUND OPENIN REINFORCING, 2” CLEAR OF BOTTOM OF SLAB PRECAST MANHOLE TO CONFORM TO REQUIREMENTS OF PRECAST REINFORCED CONCRETE MANHOLE 24” DIAMETER OFFSET HOLE 15" TO ALIGN WITH STEPS. 6” HIGH FRAME & COVER AS REQUIRED BY WEST ORANGE ADJUST TO GRADE WITH CONCRETE BRICK. SECTIONS A.S.T.M. DESIGNATION C-418.611 TO BE SET ON TOP OF FIELD—POURED FOUNDATION TT] COMPOSITE STEPS CAULK INSIDE & OUTSIDE WITH MORTAR FOR NEW OR EXIST. eee EXIST. 15” RCP STORM DRAIN /ARIE! 1— “DOGHOUSE” OPENING 2” LARGER THAN 0. D. COMPACTED SOIL BERM CONSISTING OF SOIL DETERMINED TO BE IN PERMEABILITY CLASS k-O OR K-1 AS DEFINED IN NwJ.A.C.7:9A-6 NTS, SECTION DETAIL OF EARTH BERM BULKHEAD CAST IRON CURB PIECE » 6” HIGH FACE TYPE "N — ECO’ CASTING TO BE CAMPBELL FOUNDRY #2541 WITH BICYCLE GRATE. ___\ OF STORM DRAIN a st 4-0" |» E 4 a BENCH* ry 4 4 4 =| 6" THICK 3,500 PSI CONC. FOUNDATION POURED UP TO FOUNDATION BASE, IF OVERDUG aw (3/4” BROKEN STONE) PRECAST DOGHOUSE MANHOLE BOTTOM OF PIPE AND 6” LARGER THAN 0O.D. OF MANHOLE * BENCH AND CHANNEL TO BE BUILT IN FIELD BY CUTTING OUT CROWN OF PIPE AT 70% OF PIPE HEIGHT, THEN POURING CONCRETE BETWEEN PIPE SHELL AND MANHOLE WALL. N.T.S. I-6"+1-6"-}+-—— 48" 61-641 |-6"-1-6">}+-———_ 30° 1-61-61 INLET, 5 N. .T.S. MOTORIZED GATE HINGES WITH CODED KEYPAD MAUUAL BYPASS TO BE

ING CONCRETE BETWEEN PIPE SHELL AND MANHOLE WALL. N.T.S. I-6"+1-6"-}+-—— 48" 61-641 |-6"-1-6">}+-———_ 30° 1-61-61 INLET, 5 N. .T.S. MOTORIZED GATE HINGES WITH CODED KEYPAD MAUUAL BYPASS TO BE APPROVED BY THE FIRE DEPARTMENT. APPROXIMATELY 40% OPAQUE ALUMINUM GATE LEAVES FABRICATED FROM TUBE, ANGLE. SLANTED FLAT STOCK. OR A COMBINATION THEREOF. SEE PLAN FOR DIRECTION OF SWING. N.T.S, WIRING FOR ELECTRIC POWER SHALL BE RUN FROM BUILDING TO GATE AREA UNDERGROUND IN 1” MIN. DIAMETER PVC CONDUIT. SEE PLAN- | | | "9" a GRADE ELEV. 491.0 TOP OF SAND SURFACE ELEV. 489.25 BOTTOM OF EXCAVATION VARIES. ys GRADE REVISED JANUARY 31, 2026: RE-NUMBER THIS SHEET RI R NICHOLAS AVENUE SECURITY GATE 3,500 PSI CONCRETE FOOTINGS —————| EVISED AUGUST 25, 2025: ADDITIONAL DETAILS REQUESTED BY CME REVIEW LETTER EVISED JANUARY 10, 2025: FOR SUBMITTAL TO BOARD OF ADJUSTMENT SITE DETAILS Sheet SE-6 ADJUST TO GRADE WITH MAXIMUM OF TWO COURSES OF BRICK 6” PRECAST REINFORCED CONCRETE WALLS WITH 8” THICK BASE ALUMINUM OR PLASTIC STEPS PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 THE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY BENCHING SLOPE: TYPE "D” 1/4” PER FOOT IF CONTRACTOR PROPOSES TO SUBSTITUTE STRUCTURES BUILT OF SOLID BLOCK, PRIOR APPROVAL MUST BE OBTAINED FROM THE MUNICIPAL ENGINEER. COMPACTED 3/4” CRUSHED STONE 4” MIN. OR AS NEEDED TO FILL OVERDIG, Certificate of Authorization Nex 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM Cebwct 00 Conran ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 JANUARY 31, 2026 ORIGINAL DWG, DATE DECEMBER 26, 2024