MONTCLAIR STABLES APPLICATION PLAN SET

-— 10” MIN. —4 FINISHED PAVE— MENT SURFACE GRANITE BLOCKS, 10” X 6” X 4” MIN. SIZE JOINTS TO BE 3/4” WIDE MAXIMUM AND POINTED 1:2 MIX CEMENT MORTAR ** 11/2” (DRIVEWAY) 1" BATTER aa YL a lit: SAWCUT & TACK EDGE 2” FABC SURFACE //” course (Mix #5) /— 4” BITUMINOUS STABILIZED BASE (MIX I-2) —— 6” NJDOT DENSE GRADED AGGREGATE ia a FIRM SUBGRADE 3,500 PSI CONCRETE GRANITE BLOCK CURB & ROAD RESTORATION DETAIL FINISHED PAVE- MENT SURFACE N.T.S. GRANITE BLOCKS, 10” X 6” X 4” MIN. SIZI JOINTS TO BE 3/4” WIDE MAXIMUM AND POINTED 1:2 MIX CEMENT MORTAR ** 11/2" (DRIVEWAY) 4-1” BATTER av ~~ — 2" FABC SURFACE COURSE (MIX #5) ——— 3” BITUMINOUS STABILIZED BASE (MIX I-2) ——— 6” NJDOT DENSE = GRADED AGGREGATE po \— firm suacRADe 1-0" = 6* MIN. 4 4 4 YX Lo CONDUIT 3500 P.S.I. CONC. FOUNDATION W/ (6) NO. 5 VERTICAL BARS ~ & (4) NO. 3 CIRCULAR TIE BAR’ 18* MIN POLE AS RECOMMENDED BY POLE MANUFACTURER 24” DIAMETER, MIN. LIGHT DETAIL SEE SITE PLAN SHEET SE—3 FOR LOCATIONS SCORED JOINTS BLOCKS TO BE SET WITH LONG CIMENSION VERTICAL. SIDEWALK 40" VARIES OR AS PER PLAN APRON PITCH 2% DOWN CONCRETE SIDEWALK —. TOWARD STREET ——— 1/2” BITUMINOUS EXPANSION JOINT 4 1 1/2" FACE MATCH BATTER OF FULL HEIGHT CURB PAVEMENT SURFACE eS ‘CLASS "B” CONCRETE 6” X 6” 10/10 WWM WHERE SIDEWALK CROSSES DRIVEWAY 6" o\ 6" 6” MAX. e TOP OF CURB SLOPE PLAN VIEW AT HANDICAP RAMP NTS. FINAL GRADE. FILTER FABRIC ON TOP OF CLEAN STONE EXCAVATION LIMIT AT CUT SECTIONS @—COMPACTED BACKFILL AT FILL SECTIONS 3/4” CRUSHED STONE, = {—_——DRAINAGE FABRIC ON TOP OF ny 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 3/4” CRUSHED STONE, COMPACTED W/ VIBRATORY PLATE SUBMIT BLOCK MANUFACTURER'S DATA TO DESIGN ENGINEER FOR APPROVAL. MODULAR BLOCK WALL SECTION UP TO 3’-6” HIGH * * 3,500 PSI CONCRETE > . a 9 -— 12" N.T.S. CAP UNIT WITH KAPSEAL ADHESIVE- (2) MIRANDA SMALL AREA LIGHT FIXTURES BY LSI, INC. 12" DEEP VERTICAL FACE MRS LED 15L SIL FT UNV 40 7OCRI BLK IH RETAINING WALL UNITS} | 111 WATTS, 15,000 LUMENS, FORWARD THROW DISTRIBUTION or Wwipe NS x —— COLOR TEMP.: 4,000 CCT x se z = S —) S/O o : | o aia 1: WEEP HOLES ” 6'—0" O.C. FINAL “7 ‘o 1” STONE DUST SETTING BED e S |-————— Ls|_ 5RPBS A188 18 D180 BLK RHH PREMIUM 5” ROUND ALUMINUM POLE 0.188”

COLOR TEMP.: 4,000 CCT x se z = S —) S/O o : | o aia 1: WEEP HOLES ” 6'—0" O.C. FINAL “7 ‘o 1” STONE DUST SETTING BED e S |-————— Ls|_ 5RPBS A188 18 D180 BLK RHH PREMIUM 5” ROUND ALUMINUM POLE 0.188” WALL THICKNESS, 17° HIGH COLOR: BLACK 8” — 9” BOLT CIRCLE BOLT COVER HAND HOLE— | 3/4” X17" GALV. ANCHOR BOLTS MIN. 1/2” GROUT TEMPLATE SHIPPED W/ POLE fea / 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 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 T—__] ‘S }—5” COMPOSITE STEPS CAULK INSIDE & OUTSIDE WITH MORTAR FOR NEW OR EXIST. ees BENCH*: | 4 /ARIE: 1— "DOGHOUSE” OPENING 2” LARGER THAN 0. D. OF STORM DRAIN EXIST. 18” RCP STORM DRAIN ne FOUNDATION BASE, IF OVERDUG in (3/4” BROKEN STONE) PRECAST DOGHOUSE MANHOLE NEW CONC. OR BLOCK CURB FLUSH CONCRETE CURB AT ALL RAMPS 6" X 6" 10/10 WWM Cys CLASS "C” CONCRETE 18” b— 12" DEEPEN EXCAVATION AT DRIVEWAYS TO ENSURE FULL 18” CURB DEPTH. GRANITE BLOCK DEPRESSED CURB AND CONCRETE DRIVEWAY APRON DETAIL NTS. 5/4 X 6 BOARDS SCREWED TO POSTS 9 io 4 X 4 TREATED WOOD POSTS——————| POST MOUNT PER FENCE CONTRACTOR | FINAL GRADE FINAL GRADE: LEVEL IN ALL DIRECTIONS FILTER FABRIC: J ; SAND BEDDING \ 4,000 PSI_CONCRETE FLUSH RETAINING CURB EXP. JOINTS 20’ 0.C. 1 1/2” CLEAN CRUSHED STONE ky o"— NTS. SECTION DETAIL OF RETENTION CURB & RIDING ARENA 4” MIN. DIAMETER ALUMINUM POSTS GRADE 4,000 PSI AIR ENTRAINED 2% PER FOOT CROSS SLOPE CONCRETE, 4” THICK 4'0" \o AS PER PLAN | OL 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.O.T, DENSE GRADED AGGREGATE COMPACTED IN 8” THICK LIFTS TOORM DRAIN, SEE PLAN. [-——_ 3/4” CLEAN CRUSHED STONE a! TO SPRING LINE OF PIPE -——. 2’0” MIN. 4 SEWER OR DRAIN TRENCH DETAIL AT MUNICIPAL ROAD MOTORIZED GATE HINGES

E COMPACTED IN 8” THICK LIFTS TOORM DRAIN, SEE PLAN. [-——_ 3/4” CLEAN CRUSHED STONE a! TO SPRING LINE OF PIPE -——. 2’0” MIN. 4 SEWER OR DRAIN TRENCH DETAIL AT MUNICIPAL ROAD MOTORIZED GATE HINGES WITH CODED KEYPAD MAUUAL BYPASS TO BE APPROVED BY THE FIRE —] 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. VARIES, SEE PLAN. { OR SQUARE CAST IRON CURB PIECE . 6” HIGH FACE TYPE "N — ECO’ CASTING TO BE CAMPBELL FOUNDRY #2541 WITH BICYCLE GRATE. 3-6" L-| MIN. FINISHED GRADE ADJUST TO GRADE WITH 61-641 VARIES MAXIMUM OF TWO COURSES OF BRICK + 6” PRECAST REINFORCED CONCRETE WALLS WITH 8" THICK BASE ALUMINUM OR PLASTIC STEPS BENCHING SLOPE: 6” THICK 3,500 PSI CONC. FOUNDATION POURED UP TO BOTTOM OF PIPE AND 6” LARGER THAN O.D. OF MANHOLE -6"-1-6"-+}-—_—_—. 48" 1-61-61 [-6"-}+-—— 30" er] 8" 1/4” PER FOOT Z 17} COMPACTED 3/4” CRUSHED STONE 4” MIN. OR AS NEEDED TO FILL OVERDIG, 3,500 PSI CONCRETE FOOTINGS —————} NICHOLAS AVENUE SECURITY GATES NTS. SITE DETAILS Sheet SE-7 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 Certificate Of Authorization Nox 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 §RMCNJPE@YAHOO.COM N.T.S, * 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. INLET, TYPE "D” IF CONTRACTOR PROPOSES TO SUBSTITUTE STRUCTURES BUILT OF SOLID BLOCK, PRIOR APPROVAL MUST BE OBTAINED FROM THE MUNICIPAL ENGINEER. JANUARY 10, 2025 ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 ORIGINAL DWG, DATE DECEMBER 26, 2024