23 Site Plan

REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. DEPTH = D LENGTH = L SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 WIDTH = W INLET FILTER SACK NOT TO SCALE (NJ-O050301 - 04/2024) 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 24 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. 8. FOR INLET WITH CURB PIECE OPENING, THE CURB PIECE OPENING SHALL BE BLOCKED SO ALL STORMWATER RUNOFF WILL BE FILTERED THROUGH THE FILTER SACK. 1 STANDARD FOR STORM SEWER INLET PROTECTION NOT TO SCALE (Standards for Soil Erosion and Sediment Control in New Jersey - January 2014) 2 STORAGE BED (CLEAN, WASHED, OPEN GRADED AASHTO NO. 2 BROKEN STONE) (SEE NOTES) NOTES: 1. PERMEABLE ASPHALT SURFACE COURSE TO HAVE 15-25% POROSITY. FOR PARKING AREAS, A POLYMER MODIFIED BINDER PG 64E-22 MUST BE USED. PERVIOUS PAVEMENT SURFACE COURSE TO HAVE MINIMUM TESTED INFILTRATION RATE OF 6.4 IN/HR (20 IN/HR IF USED FOR STORMWATER QUALITY CONTROL). REFER TO GEOTECHNICAL ENGINEERING/REPORT FOR THICKNESS. 2. REFER TO NJ SWBMP MANUAL CHAPTER 9.6 AND NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FOR OPEN-GRADED FRICTION COURSE COMPOSITION, MIX DESIGN, & INSTALLATION TEMPERATURE SPECIFICATIONS. 3. STORAGE BED AGGREGATE MUST BE PLACED IN LOOSE LIFTS NOT TO EXCEED 6 INCHES AND COMPACTED USING PLATE COMPACTORS PER NJ SWBMP MANUAL. 4. AT LEAST ONE INSPECTION PORT, WITH A REMOVABLE CAP, MUST BE PROVIDED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE PERFORATED SECTION OF THE NETWORK OF PIPES WITH ITS LOCATION DENOTED IN THE MAINTENANCE PLAN. THE

ONE INSPECTION PORT, WITH A REMOVABLE CAP, MUST BE PROVIDED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE PERFORATED SECTION OF THE NETWORK OF PIPES WITH ITS LOCATION DENOTED IN THE MAINTENANCE PLAN. THE INSPECTION PORT MUST BE PLACED AT LEAST 3 FEET FROM ANY EDGE. ADDITIONALLY, EACH INSPECTION PORT MUST BE FLUSH WITH THE SURFACE OF THE SURFACE LAYER AND EXTEND DOWN TO THE UNDERDRAIN PIPE NETWORK. THE SIZE OF THE INSPECTION PORT MUST BE LARGE ENOUGH TO ALLOW FOR MAINTENANCE ACTIVITIES. 5. SEALANT, TOP COAT, AND OTHER TREATMENTS SHALL NOT BE USED ON THE PERVIOUS ASPHALT PAVEMENT COURSE. CONSTRUCTION MAY NOT TAKE PLACE DURING RAIN OR SNOW, NOR WHEN THE SUBSOIL IS FROZEN. 6. POST-CONSTRUCTION TESTING OF THE PERMEABLE ASPHALT SURFACE COURSE IS REQUIRED AND MUST CONFORM TO THE METHODS OF EITHER ASTM C1701: STANDARD TEST METHOD FOR INFILTRATION RATE OF IN-PLACE PERVIOUS CONCRETE OR ASTM C1781: STANDARD TEST METHOD FOR SURFACE INFILTRATION RATE OF PERMEABLE UNIT PAVEMENT SYSTEMS. AT LEAST THREE LOCATIONS MUST BE USED FOR THE TEST, AND THEY SHOULD BE SPACED EVENLY ACROSS THE PERVIOUS PAVING SYSTEM. FAILURE TO ACHIEVE THE MINIMUM DESIGN INFILTRATION RATE OF THE SURFACE COURSE AT ONE OR MORE LOCATION INDICATES THE SYSTEM CANNOT BE PUT IN SERVICE UNTIL THE SYSTEM IS CORRECTED TO YIELD ALL PASSING VALUES. UNLIKE THE TEST METHODOLOGY OUTLINED IN THE ASTM STANDARDS, THE TEST RESULTS MUST NOT BE AVERAGED. INCLUDE A LOG FOR RECORDING EACH LOCATION AND ITS TEST RESULT FOR FUTURE REFERENCE IN THE MAINTENANCE PLAN. 7. PERVIOUS PAVEMENT AREA SHALL BE PROTECTED FROM SEDIMENT-LADEN RUNOFF DURING CONSTRUCTION TO AVOID REDUCED POROSITY. 2" CHOKER COURSE (CLEAN, WASHED, AASHTO NO. 57 BROKEN STONE) 6" PERVIOUS ASPHALT SURFACE COURSE (SEE NOTE #1) PERFORATED 6" PVC UNDERDRAIN @ 0.20% (SEE DRAINAGE PLAN) INSPECTION PORT (SEE NOTES) (SEE DETAIL) TACK COAT PAVEMENT JOINT SHWT ELEV: STANDARD PAVEMENT SECTION (SEE DETAILS) WRAP FILTER FABRIC ALONG SIDES AND BOTTOM WIDTH VARIES (SEE DRAINAGE PLAN) 1' ±1.67' (SEE DRAINAGE PLAN) 1' MIN. SEPARATION TO SHWT 3" 3" PERVIOUS ASPHALT PAVEMENT WITH UNDERDRAIN NOT TO SCALE (NJ-S010103 - 01/2025) TOP OF STONE STORAGE: 367.65' BOTTOM OF STONE STORAGE: 366.65' 363.00' 366.65' 1' 3 4' 6" NOTES: 1. FOR INVERTS, PIPE SIZES AND ELEVATIONS, SEE PLANS. 2. THE CONCRETE STRUCTURE SHALL BE PRECAST CONCRETE TO MEET A MINIMUM OF H-25 LOADING. ALL UNITS SHALL BE

66.65' 363.00' 366.65' 1' 3 4' 6" NOTES: 1. FOR INVERTS, PIPE SIZES AND ELEVATIONS, SEE PLANS. 2. THE CONCRETE STRUCTURE SHALL BE PRECAST CONCRETE TO MEET A MINIMUM OF H-25 LOADING. ALL UNITS SHALL BE CONSTRUCTED AND REINFORCED IN ACCORDANCE WITH THE APPROPRIATE ASTM, ACI, NJPDES, AND AASHTO STANDARDS. ALL PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A "LEAK-PROOF" JOINT. 3. ALL STRUCTURAL CONCRETE TO BE NJDOT CLASS 'B', A/E. 4. THE INLET GRATE SHALL BE BICYCLE SAFE WITH A CURB PIECE OF TYPE "N-ECO". CONTRACTOR TO VERIFY WITH MUNICIPALITY THE TYPE OF ECO CURB PIECE AND GRATE TO BE USED. 5. THE INLET FRAME AND GRATE/COVER AND MANHOLE FRAME/RIM SHALL BE FABRICATED TO MEET A MINIMUM OF H-25 LOADING, UNLESS PRE-APPROVED IN WRITING BY THE ENGINEER, OR UNLESS NOTED ON THE INDIVIDUAL STRUCTURE NOTES. 6. ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE. 7. A CONCRETE PIPE FLOW CHANNEL SHALL BE INSTALLED IN THE STRUCTURE BOTTOM, AFTER ALL THE PIPES ARE INSTALLED, OR THE FLOW CHANNELS CAN BE PRECAST WITH THE BASE. 8. STORM DRAIN INLET LABEL SHOULD READ "NO DUMPING, DRAINS TO WATERWAYS" OR OTHERWISE APPROVED BY THE ENGINEER. FISH LOGOS SHALL ALSO BE INCLUDED ON BOTH SIDES OF THE LABEL. 9. UNLESS INDICATED OTHERWISE ALL CONSTRUCTION TO COMPLY WITH DOT SPECIFICATIONS. 10. ROCK SCREEN SHALL BE STAINLESS STEEL WITH £ 1/2 INCH OPENINGS. 11. CONTRACTOR AND/OR PRECASTER TO PROVIDE SHOP DRAWINGS FOR REVIEW BY ENGINEER PRIOR TO FABRICATION. 30" 4'4'4'4' 6" MIN CONCRETE WALL LADDER RUNGS 12" o.c. (TYP) CONCRETE FILL 6" MIN. 3/4" CLEAN STONE UNDER CONCRETE 8" MIN. REINFORCED CONCRETE LID (SEE NOTE #12) SECTION A-A PERVIOUS PAVEMENT (SEE DETAIL) MANHOLE CASTING, CAMPBELL FOUNDRY PATTERN #1206A, OR APPROVED EQUIVALENT BRICK RING TO SUPPORT CASTING, IF REQUIRED TYPE 'B' INLET WITH FRAME AND GRATE, CAMPBELL FOUNDRY PATTERN #2618, OR APPROVED EQUIVALENT MORTAR TO SLAB (TYP.) 12" MIN. 24" MAX. A A OUTLET CONTROL STRUCTURE FOR PERVIOUS PAVEMENT NOT TO SCALE (NJ-U010408 - 09/2023) 6" PVC (IN) 365.60' (IN) 4' WIDE WEIR INV = 366.95' 365.43' (OUT)15" HDPE (OUT) 4' WIDE WEIR INV = 366.95' (BY 4')(BY 4') 4 HAY BALE SEDIMENT BARRIER NOT TO SCALE (SOURCE: THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION, JANUARY 2014, REVISED JULY 2017) 5

C-901 DETAIL SHEET A PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-NJA230139.00-1A----->LAYOUT: C-901 DETL TH THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NJA230139.00-1A CRA / TGH TXL 08/14/2025 P-CIVL-CNDS PRELIMINARY & FINAL MAJOR SITE PLAN PROPOSED RETAIL STORE MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 09/17/2025 REV. PER SCD COMMENTS. TGH TXL 09/17/2025 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone: (908) 668-8300 Fax: (908) 754-4401 www.BohlerEngineering.com NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 BOHLER ENGINEERING NJ, LLC TM 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 © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Sep 24, 2025 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 Know what's below. Callbefore you dig. PROFESSIONAL ENGINEERT. LAM NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 DENSE GRADED AGGREGATE OR EQUIVALENT CRUSHED CONCRETE EXIST. PAVEMENT TACK COAT 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 NEW EXISTING THICK HOT MIXED ASPHALT (HMA) 9.5 M64 SURFACE COURSE THICK HOT MIXED ASPHALT (HMA) 19 M64 BASE COURSE MATCH EXISTING MATCH EXISTING MATCH EXISTING STANDARD PAVING NOT TO SCALE (NJ-S010101 - 02/2024) NOTES: 1. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PAVEMENT DESIGN RECOMMENDATIONS. IN CASE OF ANY DISCREPANCIES, THE GEOTECHNICAL REPORT RECOMMENDATIONS SHALL SUPERSEDE. 12" 11 FULL DEPTH PAVEMENT & EDGE CONDITION EXISTING CONCRETE WALK & PAVEMENT EDGE

VEMENT DESIGN RECOMMENDATIONS. IN CASE OF ANY DISCREPANCIES, THE GEOTECHNICAL REPORT RECOMMENDATIONS SHALL SUPERSEDE. 12" 11 FULL DEPTH PAVEMENT & EDGE CONDITION EXISTING CONCRETE WALK & PAVEMENT EDGE CONDITION SAWCUT/MILLING PAVEMENT EDGE CONDITION 1.5" DEEP HOT MIXED ASPHALT (HMA) 9.5 M 64 SURFACE COURSE 1" MIN. OVERLAY DEPTH 2" 8'± MILLING OR AS FIELD CONDITIONS DICTATE, OR AS SHOWN ON PLANS MAINTAIN 1.5% SLOPE AS APPROPRIATE OVERLAY DEPTH 2" THICK 8'± MILLING AS REQUIRED TO ATTAIN SLOPE, MAINTAIN MIN.1.5% SLOPE TO/AWAY FROM CURB, AS APPROPRIATE 1" MIN MAINTAIN EXISTING REVEAL (6" MAX) EXIST. CONC. WALK & CURB 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 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 EXISTING SURFACE TO RECEIVE ASPHALTIC TACK COAT EXISTING PAVEMENT SURFACE TO RECEIVE ASPHALTIC TACK COAT SAWCUT (1" DEEP MIN) WITH HOT TAR SEAL EXIST. PAVEMENT TO REMAIN EXIST. BASE COURSE TO REMAIN OVERLAY TAPER DEPTH AS REQUIRED EXIST. PAVEMENT SURFACE TO RECEIVE ASPHALTIC TACK COAT MILL EXISTING PAVEMENT 2" THICK SAWCUT WITH HOT TAR SEAL MILL AND OVERLAY PROPOSED 2" THICK OVERLAY HOT MIXED ASPHALT (HMA) 9.5 M 64 SURFACE COURSE PAVEMENT OVERLAY EXIST. PAVEMENTNEW PAVEMENT PAVEMENT MILLING NOT TO SCALE (NJ-S010401 - 02/2024) 22 PAVEMENT REPAIR NOT TO SCALE (NJ-S010402 - 01/2025) REPAIR STRIP AS REQUIRED DENSE GRADED AGGREGATE OR EQUIVALENT DOT SPEC CRUSHED CONCRETE EXIST. PAVEMENT 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 TACK COAT EXIST. OR NEW CURB (WHEN INDICATED) SAWCUT THICK HOT MIXED ASPHALT (HMA) 9.5 M64 SURFACE COURSE THICK HOT MIXED ASPHALT (HMA) 19 M64 BASE COURSE 12" 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. 3 NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER

OF ANY DISCREPANCIES, THE GEOTECHNICAL REPORT RECOMMENDATIONS SHALL SUPERSEDE. 4. COMPLY WITH DOT SPECIFICATIONS UNLESS OTHERWISE INDICATED. 3 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. 6" 18" 1" 8" 1/2" R FINISHED GRADE 1 1/4" R CONCRETE OR ASPHALT PAVEMENT APPROVED SUBGRADE UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) 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. NJDOT CLASS 'B' CONCRETE (AIR ENTRAINED) 1/2" CONCRETE CURB 6" REVEAL NOT TO SCALE (NJ-S020202 - 02/2024) 6" (TYP.) 44 MATCH EXIST. HEIGHT NEW PAVEMENT EXIST. PAVEMENT EXIST. SUB-BASE MATCH EXIST. WIDTH (OR REFER TO CURB DETAIL) 1" 6" NJDOT CLASS 'B' CONCRETE (AIR ENTRAINED) SAW CUT TO PROVIDE SMOOTH CURB FACE LIMIT EXCAVATION FLUSH VOID WITH CEMENT GROUT ROADWAY RESURFACING (WHERE SHOWN ON PLANS) FINISHED GRADE MATCH EXIST. HEIGHT 1 1/4"R CONCRETE CURB ADJACENT TO EXISTING PAVEMENT NOT TO SCALE (NJ-S020209 - 03/2024) 8" MIN. 1/2"R 55 8" 18" 17 1/2" 12" SEE PLAN VARIABLE 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 TYPICALLY 6" BUT CONTRACTOR SHALL REFER TO PLAN AND CURB DETAIL FOR CURB REVEAL SPECIFIC TO SITE LOCATION. 18" 18" PAVEMENT (2.0% MAX) SLOPE VARIES (SEE PLAN) PAVEMENT LINE COLLINEAR WITH

CURB REVEAL TYPICALLY 6" BUT CONTRACTOR SHALL REFER TO PLAN AND CURB DETAIL FOR CURB REVEAL SPECIFIC TO SITE LOCATION. 18" 18" PAVEMENT (2.0% MAX) SLOPE VARIES (SEE PLAN) PAVEMENT LINE COLLINEAR WITH FLUSH CURB LINE A A SECTION A-A TOP OF CURB FLARE SEE NOTE 3 & 4 FLARE ADA FLUSH CURB NOT TO SCALE (NJ-S029901 - 03/2024) NJDOT CLASS 'B' CONCRETEEXPANSION JOINT 66 2" CURB TRANSITION 2" FACE TO FULL HEIGHT OF CURB VARIES (SEE SITE PLAN) 6' MIN.FULL HEIGHT OF CURB 1" RADIUS PAVEMENT (SEE DETAIL) TRANSITION CURB NOT TO SCALE (NJ-S029903 - 03/2024) 77 PAVEMENT (SEE DETAIL) VARIES PER PLAN #4 - @ 12" O.C. EACH WAY 8" THICK, NJDOT CLASS 'B' CONCRETE (AIR ENTRAINED) 6" THICK, 3/4" CLEAN STONE CONCRETE PAD FOR COMPACTOR/DUMPSTER NOT TO SCALE (NJ-S010703 - 02/2024) 2" 88 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. PROPOSED BUILDING PLAN PAVEMENT PROPOSED BUILDING SECTION WIDTH (SEE SITE PLAN) 4' (TYP) 6" VARIES (SEE SITE PLAN) 1/2" DEPTH TYPICAL CONSTRUCTION JOINTS PROP CONC CURB FLUSH WITH WALKWAY (SEE CURB DETAIL) 4" THICK COMPACTED 3/4" CLEAN STONE PROP EXPANSION JOINT (TYP) 4" THICK CLASS 'B' CONCRETE (AIR ENTRAINED) CURB AND WALK AT BUILDING NOT TO SCALE (NJ-S030205 - 09/2024) 1010 24" VARIES (36" MIN OR WIDTH OF TRAVEL PATH AT CURB LINE) 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 CARBON REINFORCED COMPOSITE, COLOR FAST AND UV STABLE, COMP. STRENGTH 23,800 PSI ASTM D695 AND

N 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. 1.6-2.4 IN. 41-61 MM 0.65 IN. MIN. 16.5 MM 1.6-2.4 IN. 41-61 MM 50%-65% BASE DIAMETER 0.2 IN. 5 MM 0.9-1.4 IN. 23-36 MM ELEVATION (ENLARGED) TOP VIEW TRUNCATED DOME PATTERN NOT TO SCALE (NJ-S030515 - 08/2023) 20 WIDTH (SEE SITE PLAN) LENGTH (SEE SITE PLAN) NOTES: 1. USE EPOXY TRAFFIC PAINT MEETING DOT SPECIFICATIONS. 4" WIDE WHITE PAINTED STRIPE C MARKINGL C MARKINGL CURB LINE STANDARD STRIPING NOT TO SCALE (NJ-S050202 - 08/2023) 14 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. 18"24"VARIES (SEE SITE PLAN) 6' 36"36" 36" DOUBLE 4" WIDE SOLID YELLOW LINES 24" SOLID WIDE WHITE (WITHIN D.O.T.) 12"-24" SOLID WIDE WHITE (WITHIN SITE) STOP PAINTED MARKING NOT TO SCALE (NJ-S050301 - 08/2023) 13 2 1/2" U-CHANNEL SIGN POST 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 GRADE OR PAVEMENT SURFACE SEE NOTES ADA PARKING SIGN NOT TO SCALE (NJ-S060103 - 05/2024) VAN PARKING PENALTY UP TO 90 DAYS $250. MIN. AND/OR SUBSEQUENT OFFENSES $250. 1 OFFENSEST COMMUNITY SERVICE TOW AWAY ZONEAT OWNER'S EXPENSE RESERVED ACCESSIBLE R7-8 (12"x18") TYPICAL AT ALL ACCESSIBLE PARKING SPACES (GREEN LETTERING ON WHITE BACKGROUND) WHITE SYMBOL WITH AZURE BLUE FIELD PROVIDE VAN ACCESSIBLE R7-8aP (12" x 6") (ONLY FOR VAN SPACE) 10"x12" PENALTY SIGN WITH WORDING AS REQUIRED BY LOCAL OR STATE LAW (BLACK LETTERS, WHITE BACKGROUND) 5/16" x 1/2" LONG PIN HEAD BOLTS WITH NUTS &

VAN ACCESSIBLE R7-8aP (12" x 6") (ONLY FOR VAN SPACE) 10"x12" PENALTY SIGN WITH WORDING AS REQUIRED BY LOCAL OR STATE LAW (BLACK LETTERS, WHITE BACKGROUND) 5/16" x 1/2" LONG PIN HEAD BOLTS WITH NUTS & LOCK WASHERS 1717 NOTES: 1. PARKING SPACES AND PARKING AISLE SLOPE MUST NOT EXCEED 1:48 (14" 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.) 8'5' SEE NOTE #3 11' (VAN ACCESSIBILITY) SEE NOTE #3 5' 4 12" SEE SITE PLAN FOR DIMENSION 5' 4" 8' 5' MIN CURBCURB FLUSH CURB (TYP.) ADA PARKING SIGNS (TYP.) 4" AZURE BLUE STRIPING (TYP.) ADA PARKING SIGN WITH VAN ACCESSIBILITY PAINTED (4" AZURE BLUE) INTERNATIONAL SYMBOL OF ACCESSIBILITY (54"W x 60"H) ADA PARKING STALL MARKING NOT TO SCALE (NJ-S050104 - 09/2024) 99 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 IN EVERY OTHER COURSE OR 16" FOR ALL SOLID & HOLLOW BLOCK. 2. CONSTRUCTION TO COMPLY WITH APPLICABLE BUILDING CODE REQUIREMENTS. 9'-4"(4) WELDS PER ANGLE EMBEDDED IN MORTAR WELDED TO ANGLE AND 8"x1/4" STEEL HOOK SUPPLIED W/ GATE GATE STOP HOLDERS CONCRETE FOR STEEL TUBE DRILL HOLES IN CONC. 6" CURB (SEE SITE PLAN)FLAT 6x6-6/6 WWF REINFORCED W/ 6" CONC. PAD 4500 PSI #5 VERTICAL REBAR LONG ANGLE, 6'-0" 3"x3"x3/16" HINGE JOINT SLAB CONTROL (TYP) (2) GATE STOPS LATCH PROP. MASONRY WALL (FINISH PER PLAN/ ARCHITECTURALS) 4" CAP BLOCK 1/2" EXPANSION JOINT DRIVEWAY GRADE GATE (WOOD) PER PLAN (TYP.) SOLID CONC. BLOCK 3-#4 REBAR #4 REBAR @ 4" C-C HOLLOW CONCRETE 8"x8"x16" WITH DURO-WALL EVERY OTHER COURSE. 10' 4" BOLLARDS 3'-2" (TYP.) 3'-1" (TYP.) 6" 10' 6'-4"3' 8" 1'-6" 1'-6" 5" 5" 8" 5" 8" 5" SLOPE 10' x 10' TRASH ENCLOSURE NOT TO SCALE (NJ-S100201 - 08/2023) 10' 12 MATCH EXISTING MATCH EXISTING MATCH EXISTING STOP SIGN DETAIL NOT TO SCALE (BE-R01-01) 19 R1-1 30"x30" WHITE LETTERS RED BACKGROUND 7.4' NOTE: 1. ALL STRIPING SHALL CONFORM WITH LOCAL FIRE CODE STANDARD REQUIREMENTS. ALL PAINT TO BE EPOXY (DOT SPEC.). 4" WIDE WHITE STRIPING (TYP) 18" WHITE LETTERING NO PARKING FIRE

RED BACKGROUND 7.4' NOTE: 1. ALL STRIPING SHALL CONFORM WITH LOCAL FIRE CODE STANDARD REQUIREMENTS. ALL PAINT TO BE EPOXY (DOT SPEC.). 4" WIDE WHITE STRIPING (TYP) 18" WHITE LETTERING NO PARKING FIRE ZONE CURB OR EDGE OF PAVEMENT FIRE ZONE STRIPING NOT TO SCALE (NJ-S059901 - 08/2023) 16 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. 5/16" Ø STANDARD GALVANIZED OR ZINC PLATED SQUARE OR HEX. HEAD MACHINE BOLT WITH NUT "U"-CHANNEL POST (2.5 LBS./FT.) "U"-CHANNEL POST (2.5 LBS./FT.) SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE 1'-6" 3" 2'-0" 2" 4" CONCRETE SURFACE PLAN VIEW PARTIAL ELEVATION 2" SEE BREAK AWAT CHANNEL POST BREAKAWAY SIGN POST IN CONCRETE NOT TO SCALE (NJ-S069903 - 08/2023) 11 2" CL. (TYP.) 1" DEEP JOINT SEALER 4500 PSI AIR ENTRAINED CONCRETE #4 a 12" O.C. EACH WAY TOP & BOTTOM 1/2" PRE-MOLDED PREFORMED JOINT FILLER COMPACTED SUBGRADE 6" AGGREGATE BASE COURSE 8" 8" CONC. PAVEMENT w/ TOP & BOTTOM REBAR & EXP. JOINT NOT TO SCALE (NJ-S010503 - 08/2023) 15 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. SLOPE 5 1/2" X 4" X 10" MIN. GRANITE BLOCK, OR APPROVED EQUAL PAVEMENT (SEE DETAIL) NJDOT CLASS 'B' CONCRETE (AIR ENTRAINMENT) SUBGRADE UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) FINISHED GRADE 6"12" 3" 18" 10" 10.5" 12" 4" 4" 4" 6" 1" BATTER GRANITE BLOCK CURB NOT TO SCALE (NJ-S020301 - 02/2024) 2121 BOLLARD DETAIL NOT TO SCALE (JEFFREY TAYLOR ARCHITECTS - 09.05.25) 18