MONTCLAIR STABLES REV 2 SUBMISSION PLANS

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