Site Plan Revisions 82525

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

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