12 Site Plans 12 10 2025

NEW EXIST. PAVEMENT TO REMAIN EXIST. PAVEMENT EXISTING 12" MATCH EXISTING OVERLAY DEPTH 2" TACK COAT 1/2" PAVEMENT OVERLAY EXIST. OR NEW CURB (WHEN INDICATED) 12" EXIST. BASE COURSE TO REMAIN TACK COAT SAWCUT/MILLING PAVEMENT EDGE CONDITION SAWCUT SUBGRADE SOILS TO BE COMPACTED TO 95% OF THE MAX DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY ASTM D-1557 OVERLAY TAPER DEPTH AS REQUIRED EXIST. CONC. WALK & CURB NEW PAVEMENT MILL AND OVERLAY EXIST. PAVEMENT OVERLAY DEPTH 2" THICK NOTES: 1. THIS DETAIL IS FOR PAVEMENT REPAIR ALONG NEW CURB LINES OR FOR EXCAVATED AREA WITHIN EXIST. PAVED SURFACES 2. MAINTAIN EXISTING PAVEMENT CROSS SLOPE 3. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PAVEMENT DESIGN RECOMMENDATIONS. IN CASE OF ANY DISCREPANCIES, THE GEOTECHNICAL REPORT RECOMMENDATIONS SHALL SUPERSEDE. 4. COMPLY WITH DOT SPECIFICATIONS UNLESS OTHERWISE INDICATED. 8'± MILLING AS REQUIRED TO ATTAIN SLOPE, MAINTAIN MIN.1.5% SLOPE TO/AWAY FROM CURB, AS APPROPRIATE SAWCUT WITH HOT TAR SEAL PROPOSED 2" THICK OVERLAY HOT MIXED ASPHALT (HMA) 9.5 M 64 SURFACE COURSE EXIST. PAVEMENT SURFACE TO RECEIVE ASPHALTIC TACK COAT MILL EXISTING PAVEMENT 2" THICK EXISTING CONCRETE WALK & PAVEMENT EDGE CONDITION FULL DEPTH PAVEMENT & EDGE CONDITION NOTE: 1. MILLING ACTIVITIES TO COMPLY WITH DOT STANDARD REQUIREMENTS AND SPECIFICATIONS. 2. FOR LEVELING COURSE USE HOT MIXED ASPHALT (HMA) 4.75 M 64 SURFACE COURSE STANDARD PAVING 1 PAVEMENT MILLING 2 NOT TO SCALE (NJ-S010101 - 02/2024) NOT TO SCALE (NJ-S010401 - 02/2024) NOT TO SCALE CURB TRANSITION 2" FACE TO FULL HEIGHT OF CURB 4 (NJ-S010402 - 01/2025) NOT TO SCALE NEW PAVEMENT 8" MIN. 4" AZURE BLUE STRIPING (TYP.) 1/2"R ADA PARKING SIGNS (TYP.) MATCH EXIST. HEIGHT MATCH EXIST. HEIGHT NJDOT CLASS 'B' CONCRETE (AIR ENTRAINED) FLUSH VOID WITH CEMENT GROUT SAW CUT TO PROVIDE SMOOTH CURB FACE 5 CONCRETE CURB ADJACENT TO EXISTING PAVEMENT (NJ-S020202 - 02/2024) NOT TO SCALE 2" 5/16" x 1/2" LONG PIN HEAD BOLTS WITH NUTS & LOCK WASHERS 8" SECTION A-A NOT TO SCALE NOTES: 1. ALL CONSTRUCTION TO COMPLY WITH BARRIER FREE CODE REQUIREMENTS 2. SEE STANDARD CURB DETAIL FOR OTHER REQUIREMENTS 3. WHEN ADJACENT TO A WALKWAY, FLARED SIDE SHALL NOT BE SLOPED MORE THAN 1:12. 4. WHEN NOT ADJACENT TO A HARD SURFACE WALKWAY, FLARE CAN BE REDUCED TO 18". 5. CURB REVEAL

DETAIL FOR OTHER REQUIREMENTS 3. WHEN ADJACENT TO A WALKWAY, FLARED SIDE SHALL NOT BE SLOPED MORE THAN 1:12. 4. WHEN NOT ADJACENT TO A HARD SURFACE WALKWAY, FLARE CAN BE REDUCED TO 18". 5. CURB REVEAL TYPICALLY 6" BUT CONTRACTOR SHALL REFER TO PLAN AND CURB DETAIL FOR CURB REVEAL SPECIFIC TO SITE LOCATION. PAVEMENT (SEE DETAIL) NOT TO SCALE PLAN PAINTED (4" AZURE BLUE) INTERNATIONAL SYMBOL OF ACCESSIBILITY (54"W x 60"H) 4" THICK CLASS 'B' CONCRETE (AIR ENTRAINED) 5' 8' 8' 5' MIN SEE NOTE #3 NOT TO SCALE (NJ-S010703 - 02/2024) VARIES (SEE SITE PLAN) NOT TO SCALE "U"-CHANNEL POST (2.5 LBS./FT.) PROPOSED BUILDING SLOPE TOP OF CONCRETE PROP EXPANSION JOINT (TYP) NOTES: 1. CROSS SLOPE MAX 1/4" - MIN 1/8" PER FOOT PITCHED AWAY FROM BUILDING. 2. PROVIDE 1/2" REMOLDED BITUMINOUS EXPANSION JOINT AT 20' INTERVALS AND ALONG CURBS AND BUILDING. 3. REFER TO SITE PLAN FOR SIDEWALK WIDTH. 3500 P.S.I. P.C. CONCRETE (NJ-S050104 - 09/2024) NOT TO SCALE (NJ-S030205 - 09/2024) 3' 8" SOLID CONC. BLOCK 5" 1'-6" #4 REBAR @ 4" C-C TOWAT OWNER'S AWAY ZONE EXPENSE 5" ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL U-CHANNEL SIGN POST THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. (NJ-S069903 - 08/2023) #4 a 12" O.C. EACH WAY TOP & BOTTOM PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: WIDTH (SEE SITE PLAN) 36" 36" CURB LINE 36" 6" AGGREGATE BASE COURSE 1/2" PRE-MOLDED PREFORMED JOINT FILLER 15 8" CONC. PAVEMENT w/ TOP & BOTTOM REBAR & EXP. JOINT NOT TO SCALE LENGTH (SEE SITE PLAN) PRELIMINARY & FINAL MAJOR SITE PLAN FOR (NJ-S010503 - 08/2023) PROPOSED RETAIL STORE CURB OR EDGE OF PAVEMENT 5" 3-#4 REBAR 1'-6" NOTES: 1. USE EPOXY TRAFFIC PAINT MEETING DOT SPECIFICATIONS. 3'-1" (TYP.) NO PARKING FIRE ZONE NOTE: 1. ALL STRIPING SHALL CONFORM WITH LOCAL FIRE CODE STANDARD REQUIREMENTS. ALL PAINT TO BE EPOXY (DOT SPEC.). NOTES: 1. ARROWS AND WORDS CAN BE ARRANGED IN DIFFERENT COMBINATIONS TO ACHIEVE DESIRED RESULT. 2. STOP BAR, LETTERS, AND ARROW TO BE THERMOPLASTIC. 3. LINES TO BE EPOXY PAINT PER DOT STANDARD SPECIFICATIONS. NOTES: 1. #5 VERTICAL REBAR TO BE EMBEDDED INTO THE FOOTING. HOLLOW BLOCK SHALL START ON TOP OF THE FOOTING. THE HOLLOW BLOCK SHALL BE GROUTED. THE REBAR LAPS SHALL BE A MINIMUM OF 30" LONG. DURO-WALL IS REQUIRED

VERTICAL REBAR TO BE EMBEDDED INTO THE FOOTING. HOLLOW BLOCK SHALL START ON TOP OF THE FOOTING. THE HOLLOW BLOCK SHALL BE GROUTED. THE REBAR LAPS SHALL BE A MINIMUM OF 30" LONG. DURO-WALL IS REQUIRED IN EVERY OTHER COURSE OR 16" FOR ALL SOLID & HOLLOW BLOCK. 2. CONSTRUCTION TO COMPLY WITH APPLICABLE BUILDING CODE REQUIREMENTS. NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-CNDS PROJECT: COMPACTED SUBGRADE 8" 1/2" EXPANSION JOINT COMMUNITY SERVICE NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org 8" CL MARKING CL MARKING 8" Callbefore you dig. 10"x12" PENALTY SIGN WITH WORDING AS REQUIRED BY LOCAL OR STATE LAW (BLACK LETTERS, WHITE BACKGROUND) GRADE OR PAVEMENT SURFACE (SEE SITE PLAN) DRIVEWAY GRADE 5" 6" STOP (2) GATE STOPS HOLLOW CONCRETE 8"x8"x16" WITH DURO-WALL EVERY OTHER COURSE. 4" BOLLARDS DOUBLE 4" WIDE SOLID YELLOW LINES VARIES 6'-4" 6" CURB (SEE SITE PLAN) FLAT 6x6-6/6 WWF REINFORCED W/ 6" CONC. PAD 4500 PSI 3'-2" (TYP.) LATCH UP TO 90 DAYS NOT TO SCALE 7.4' #5 VERTICAL REBAR SLOPE 10' JOINT SLAB CONTROL (TYP) SUBSEQUENT OFFENSES $250. MIN. AND/OR 4" WIDE WHITE PAINTED STRIPE PROP. MASONRY WALL (FINISH PER PLAN/ ARCHITECTURALS) HINGE Know what's below. PENALTY 2" CL. (TYP.) 24" 18" 9'-4" TGH TXL AWS TXL PROVIDE VAN ACCESSIBLE R7-8aP (12" x 6") (ONLY FOR VAN SPACE) PLAN VIEW 1" DEEP JOINT SEALER 6' 10' (4) WELDS PER ANGLE EMBEDDED IN MORTAR WELDED TO ANGLE AND 8"x1/4" STEEL HOOK GATE (WOOD) PER PLAN (TYP.) VAN ACCESSIBLE BREAKAWAY SIGN POST IN CONCRETE 11 24" SOLID WIDE WHITE (WITHIN D.O.T.) 12"-24" SOLID WIDE WHITE (WITHIN SITE) 4" CAP BLOCK SUPPLIED W/ GATE GATE STOP HOLDERS CONCRETE FOR STEEL TUBE DRILL HOLES IN CONC. REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS $250. 1ST OFFENSE 3" 1'-6" CURB AND WALK AT BUILDING 10 ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4500 PSI AIR ENTRAINED CONCRETE 10' LONG ANGLE, 6'-0" 3"x3"x3/16" 09/17/2025 DRAWN BY CHECKED BY WHITE SYMBOL WITH AZURE BLUE FIELD 5/16" Ø STANDARD GALVANIZED OR ZINC PLATED SQUARE OR HEX. HEAD MACHINE BOLT WITH NUT SEE BREAK AWAT CHANNEL

LE, 6'-0" 3"x3"x3/16" 09/17/2025 DRAWN BY CHECKED BY WHITE SYMBOL WITH AZURE BLUE FIELD 5/16" Ø STANDARD GALVANIZED OR ZINC PLATED SQUARE OR HEX. HEAD MACHINE BOLT WITH NUT SEE BREAK AWAT CHANNEL POST PAVEMENT SECTION ADA PARKING STALL MARKING 9 6" 4" THICK COMPACTED 3/4" CLEAN STONE 6" THICK, 3/4" CLEAN STONE (NJ-S029901 - 03/2024) 1 2 COMMENT PARTIAL ELEVATION PROP CONC CURB FLUSH WITH WALKWAY (SEE CURB DETAIL) NOTES: 1. PARKING SPACES AND PARKING AISLE SLOPE MUST NOT EXCEED 1:48 (1 4" PER FOOT OR 2%) IN ANY DIRECTION. 2. A MINIMUM ACCESSIBLE ACCESS ROUTE WIDTH OF 36" MUST BE PROVIDED AND MAINTAINED. A WHEEL STOP CAN BE PROVIDED WHERE NECESSARY TO PREVENT VEHICLE OVERHANG FROM REDUCING THE PATH OF TRAVEL TO LESS THAN 36". 3. VAN SPACE SHALL BE 11 FEET WITH 5 FEET AISLE (EXCEPTION 8 FEET SPACE WITH 8 FEET AISLE.) CONCRETE PAD FOR COMPACTOR/DUMPSTER 8 DATE R7-8 (12"x18") TYPICAL AT ALL ACCESSIBLE PARKING SPACES (GREEN LETTERING ON WHITE BACKGROUND) "U"-CHANNEL POST (2.5 LBS./FT.) 5' 4 12" 11' (VAN ACCESSIBILITY) SEE NOTE #3 2" CONCRETE SURFACE 2" FLUSH CURB (TYP.) #4 - @ 12" O.C. EACH WAY ADA FLUSH CURB 6 (NJ-S029903 - 03/2024) VARIES PER PLAN 8" THICK, NJDOT CLASS 'B' CONCRETE (AIR ENTRAINED) REV RESERVED PARKING SEE NOTES 18" 17 1/2" PAVEMENT (2.0% MAX) REVISIONS (NJ-S020209 - 03/2024) 2 1/2" ARIES SLOPE V N) A P (SEE L 1/2" DEPTH TYPICAL CONSTRUCTION JOINTS 2'-0" TRANSITION CURB 7 6" EXIST. PAVEMENT LIMIT EXCAVATION CURB 5' 4" PAVEMENT (SEE DETAIL) SEE SITE PLAN FOR DIMENSION 18" 2" NJDOT CLASS 'B' CONCRETE A FINISHED GRADE ROADWAY RESURFACING (WHERE SHOWN ON PLANS) 4' (TYP) EXPANSION JOINT 1" 1 1/4"R 4" ADA PARKING SIGN WITH VAN ACCESSIBILITY CURB 1" RADIUS PAVEMENT LINE COLLINEAR WITH FLUSH CURB LINE MATCH EXIST. WIDTH (OR REFER TO CURB DETAIL) EXIST. SUB-BASE CONCRETE CURB 6" REVEAL (SEE SITE PLAN) FLARE A 12" SEE PLAN 18" VARIABLE WIDTH FLARE SEE NOTE 3&4 TOP OF CURB USE ONLY WHEN CURB IS ADJACENT TO NON BITUMINOUS PAVEMENT BASE COURSE: HOT POURED RUBBER ASPHALT JOINT SEALER AND 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPECIFICATIONS M-33, TO BE INSTALLED BETWEEN CURB AND PAVEMENT. PROPOSED BUILDING VARIES (SEE SITE PLAN) 6' MIN. FULL HEIGHT OF CURB NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL

-33, TO BE INSTALLED BETWEEN CURB AND PAVEMENT. PROPOSED BUILDING VARIES (SEE SITE PLAN) 6' MIN. FULL HEIGHT OF CURB NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE APPROVED BY THE ENGINEER PRIOR TO POURING. 2. TRANSVERSE EXPANSION JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0" APART AND SHALL BE FILLED WITH PREFORMED, BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO M-33, RECESSED 1/4" FROM THE FRONT FACE AND TOP OF THE CURB. 3. DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 4. WIDTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2". 5. THESE SPECIFICATIONS ALSO MEET RSIS DESIGN STANDARDS. 6. THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED. PAVEMENT REPAIR 3 APPROVED SUBGRADE UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) NJDOT CLASS 'B' CONCRETE (AIR ENTRAINED) SUBGRADE SOILS TO BE COMPACTED TO 95% OF THE MAX DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY ASTM D-1557 1" MIN NOTES: 1. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PAVEMENT DESIGN RECOMMENDATIONS. IN CASE OF ANY DISCREPANCIES, THE GEOTECHNICAL REPORT RECOMMENDATIONS SHALL SUPERSEDE. 8" CONCRETE OR ASPHALT PAVEMENT REPAIR STRIP AS REQUIRED MAINTAIN EXISTING REVEAL (6" MAX) FINISHED GRADE 6" (TYP.) EXIST. PAVEMENT EXISTING SURFACE TO RECEIVE ASPHALTIC TACK COAT 1" MIN. THICK HOT MIXED ASPHALT (HMA) 19 M64 BASE COURSE MATCH EXISTING DENSE GRADED AGGREGATE OR EQUIVALENT DOT SPEC CRUSHED CONCRETE SAWCUT 1.5" DEEP HOT MIXED ASPHALT (HMA) 9.5 M 64 SURFACE COURSE THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © BOHLER MATCH EXISTING DENSE GRADED AGGREGATE OR EQUIVALENT CRUSHED CONCRETE EXISTING PAVEMENT SURFACE TO RECEIVE ASPHALTIC TACK COAT SAWCUT (1" DEEP MIN) WITH HOT TAR SEAL 1/2" R 1" 6" SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES MATCH EXISTING THICK HOT MIXED ASPHALT (HMA) 19

IVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES MATCH EXISTING THICK HOT MIXED ASPHALT (HMA) 19 M64 BASE COURSE 1 1/4" R THICK HOT MIXED ASPHALT (HMA) 9.5 M64 SURFACE COURSE 18" MATCH EXISTING THICK HOT MIXED ASPHALT (HMA) 9.5 M64 SURFACE COURSE MATCH EXISTING TM ADDITIONAL DEPTH HOT MIXED ASPHALT (HMA) (OR LEVELING COURSE AS APPROPRIATE) TO EFFECT MIN. DESIRED SLOPE ON ASPHALT SURFACE · 1% ABSOLUTE MINIMUM · 1.5% DESIGN MINIMUM 8'± MILLING OR AS FIELD CONDITIONS DICTATE, OR AS SHOWN ON PLANS MAINTAIN 1.5% SLOPE AS APPROPRIATE 18" WHITE LETTERING 4" WIDE WHITE STRIPING (TYP) NOTES: 1. THE BOTTOM OF THE LOWEST SIGN SHALL BE MOUNTED APPROXIMATELY 60 INCHES ABOVE THE PARKING LOT OR SIDEWALK SURFACE WHEN SIGN IS PARALLEL TO SIDEWALK AND APPROXIMATELY 72 INCHES ABOVE THE PARKING LOT OR SIDEWALK WHEN THE SIGN IS PERPENDICULAR TO THE SIDEWALK 2. THE PENALTY SIGN SHALL BE CENTERED AND MOUNTED AT THE HEAD OF EACH PARKING SPACE 3. WHERE VAN SPACES ARE SHOWN ON THE PLANS ADD R7-8aP SIGN MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 10' x 10' TRASH ENCLOSURE 12 PAINTED MARKING 13 NOT TO SCALE (NJ-S100201 - 08/2023) NOT TO SCALE 14 (NJ-S050301 - 08/2023) STANDARD STRIPING NOT TO SCALE FIRE ZONE STRIPING 16 (NJ-S050202 - 08/2023) 17 NOT TO SCALE (NJ-S059901 - 08/2023) SLO 50%-65% BASE DIAMETER 3" ELEVATION (ENLARGED) 24" NOTES: 1. TRUNCATED DOMES THAT PROVIDE THE DETECTABLE WARNING SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. 2. CONTRACTOR TO INSTALL DETECTABLE WARNING SURFACES WHEN SIDEWALK IS WITHIN PUBLIC ROW AND WHERE INDICATED ON THE PLAN. 3. DOMES SHALL HAVE A BASE DIAMETER OF 0.9 IN (23 mm) MIN. TO 1.4 IN (36 mm) MAX, AND A TOP DIAMETER OF 50% TO 65% MAX. OF THE BASE DIAMETER. 4. TRUNCATED DOMES SHALL HAVE A HEIGHT OF 0.2" (5.1 mm). 5. TRUNCATED DOMES SHALL HAVE A CENTER TO CENTER SPACING OF 1.6 IN (41 mm) MIN. AND 2.4 IN. (61 mm) MAX. AND A BASE TO BASE SPACING OF 0.65 IN. (16.5 mm) MIN., MEASURED BETWEEN THE MOST ADJACENT DOMES ON THE GRID. 6. TRUNCATED DOMES SHALL BE AN INTEGRAL PART OF THE ADA CURB RAMP CONSTRUCTION CONSISTING OF CAST IN PLACE COMPOSITE TILES/MAT. THE TILE/MAT MATERIAL SHALL BE A HOMOGENEOUS GLASS AND

OMES ON THE GRID. 6. TRUNCATED DOMES SHALL BE AN INTEGRAL PART OF THE ADA CURB RAMP CONSTRUCTION CONSISTING OF CAST IN PLACE COMPOSITE TILES/MAT. THE TILE/MAT MATERIAL SHALL BE A HOMOGENEOUS GLASS AND CARBON REINFORCED COMPOSITE, COLOR FAST AND UV STABLE, COMP. STRENGTH 23,800 PSI ASTM D695 AND FLEXUAL STRENGTH 24,600 PSI ASTM D796. PRECAST CONCRETE PAVER BLOCKS HAVING COMPLIANT TRUNCATED DOMES, MAY ALSO BE USED FOR THE DETECTABLE WARNING SURFACE. RUBBERIZED MATERIAL TO BE GLUED TO RAMP SURFACE SHALL NOT BE ACCEPTABLE. 7. TRUNCATED DOMES SHALL EXTEND THE FULL WIDTH OF THE TRAVEL PATH EXCLUDING FLARES. RED BACKGROUND R1-1 30"x30" TOP VIEW 18 BOLLARD DETAIL NOT TO SCALE (JEFFREY TAYLOR ARCHITECTS - 09.05.25) 19 STOP SIGN DETAIL NOT TO SCALE 20 (BE-R01-01) TRUNCATED DOME PATTERN NOT TO SCALE (NJ-S060103 - 05/2024) 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 (908) 668-8300 (908) 754-4401 NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 T. LAM 12" 1.6-2.4 IN. 41-61 MM WHITE LETTERS PAVEMENT (SEE DETAIL) 10" 0.9-1.4 IN. 23-36 MM 5 1/2" X 4" X 10" MIN. GRANITE BLOCK, OR APPROVED EQUAL 6" 6" 0.65 IN. MIN. 16.5 MM NOT TO SCALE BOHLER ENGINEERING NJ, LLC www.BohlerEngineering.com 18" 1.6-2.4 IN. 41-61 MM 0.2 IN. 5 MM ADA PARKING SIGN Phone: Fax: 1" BATTER PE FINISHED GRADE VARIES (36" MIN OR WIDTH OF TRAVEL PATH AT CURB LINE) AS G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-NJA230139.00-2A----->LAYOUT: C-901 DETL Dec 15, 2025 TM NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 4" SUBGRADE UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) 4" 4" 12" NJDOT CLASS 'B' CONCRETE (AIR ENTRAINMENT) NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE APPROVED BY THE TOWNSHIP ENGINEER PRIOR TO POURING. 2. JOINTS SHALL BE NOT MORE THAN 1/2" WIDE. THE JOINTS SHALL BE POINTED WITH 1:1 CEMENT - SAND MORTAR. SHEET TITLE: DETAIL SHEET A SHEET NUMBER: 21 (NJ-S030515 - 08/2023) PROFESSIONAL ENGINEER 10.5" C-901 GRANITE BLOCK CURB NOT TO SCALE (NJ-S020301 - 02/2024) REVISION 2 - 12/10/2025