1240815SitePlanSet Pleasant Valley Way 2025 09 11

New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No. MICHAEL T. LANZAFAMA 30084 03503 L:\2024\12408\1240815\AUTOCAD\SHT-8-9-1240815.DETAILS.DWG 09/11/25 05:04:51PM, TForgione, LAYOUT:8 JOB NO. SCALE DWG.NO. MAP NO. FIELD BOOK DRAWN BY 973-379-3280 Fax:973-379-7993 258 Main Street, PO Box 191 Millburn, New Jersey 07041 DATE CHK. BYREFERENCE XREFS: TITLEMASTER 24X36 FLAT FILE .No.: CONSTRUCTION DETAILS AS SHOWN 8 512-516 PLEASANT VALLEY WAY TAX LOTS 11 & 12, BLOCK 154.06 ESSEX COUNTY, NJ 07-17-2025 N/A DESC. 1240815 CAD TOWNSHIP OF WEST ORANGE TFMTL REVISIONS OWNER / APPLICANT: 127 MITCHELL STREET, LLC 516 PLEASANT VALLEY WAY WEST ORANGE, NJ, 07052 CONCRETE SIDEWALK DETAIL NOT TO SCALE STRIPING NOT TO SCALE 4" PAINTED WHITE STRIPES CURB LINE 90° 18' 9' COMPACTED SUB-BASE 12" 6" DENSE GRADED AGGREGATE CONFORMING TO SUBSECTION 901.08 OR SOIL AGGREGATE I-5 CONFORMING TO SUBSECTION 901.09 AND TABLE 901-2 OF THE N.J.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2" HOT MIX ASPHALT 9.5H 64 SURFACE COURSE 4" HOT MIX ASPHALT 25H 64 BASE COURSE NOTE: R.S.I.S. "PER SUBGRADE" - NEIGHBORHOOD / RESIDENTIAL AREAS HANDICAP SIGN NOT TO SCALE SIGN POST DETAIL NOT TO SCALE EZ ERECT POST OR APPROVED EQUAL GRAY GALVANIZED ALUMINUM 7' (WALKWAY & PAVED AREA)3'-0" GROUND LINE OF PAVEMENT SURFACE 12" DIA. NJDOT CLASS "D" CONCRETE (2500 P.S.I. AT 28 DAYS) STOP BAR DETAIL NOT TO SCALE 4-IN PAINTED SOLID WHITE 12-IN PAINTED SOLID WHITE STOP SIGN PROPOSED CURB (24" x 18") D9-11BP "EV CHARGING STATION" SIGN PAVEMENT (PARKING LOT) DETAIL NOT TO SCALE STEPS FINISHED GRADE TOP OF CURB SECTION BRICK & MORTAR ADJUSTMENT (2" MIN.-6" MAX.) FRAME & GRATE: CAMPBELL NO. 2617 OR APPROVED EQUAL CURBING PLAN 21 3/4" 47 3/4" 4" CEMENT MORTAR CAP #2618 CURB PIECE INLET NOT TO SCALE PAVEMENT REPAIR ALONG NEW CURBING PER ESSEX COUNTY NOT TO SCALE 1'-0" 1'-0" SEAL JOINT PER NJDOT SPECIFICATIONS 6" MILL INTERFACE AREA EXISTING ASPHALT PAVING GUTTER GRADE SEAL JOINT PER NJDOT SPECIFICATIONS MATCH SLOPE OF ADJACENT PAVING PAVEMENT REPAIR INTERFACE 2" HOT MIX ASPHALT 9.5H 64 SURFACE COURSE 4" HOT MIX ASPHALT 25H 64 BASE COURSE 6" DENSE GRADED AGGREGATE CONFORMING TO SUBSECTION 901.08 OR SOIL AGGREGATE I-5 CONFORMING TO SUBSECTION 901.09 AND TABLE 901-2 OF THE N.J.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION STABLE AND NON YIELDING SUBGRADE,

TO SUBSECTION 901.08 OR SOIL AGGREGATE I-5 CONFORMING TO SUBSECTION 901.09 AND TABLE 901-2 OF THE N.J.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION STABLE AND NON YIELDING SUBGRADE, COMPACTED TO 95% MODIFIED (ASTM D-1557) MODULAR BLOCK RETAINING WALL NOT TO SCALE 18" 4'-0" MAX. DRAINAGE FILL COMPACTED BACKFILL FILTER FABRIC ALLAN BLOCK CLASSIC (R) 8"H x 12"D x 18"L 75LB. CONCRETE BLOCK RETAINED SOIL FOUNDATION SOIL COMPACTED GRANULAR BASE FINISHED GRADE 8" MIN. LOW PERMEABLE SOIL 6" 3" PERFORATED PVC DRAIN FINISHED GRADE 30" 30" (24") (24") STOP SIGN (R1-1) NOT TO SCALE CONCRETE CURB ON-SITE DETAIL NOT TO SCALE APPROVED COMPACTED SUBGRADE 3500 P.S.I. CONC. PAVEMENT SURFACE 8" 6" MIN. 1 1/4" RADIUS 1/2" RADIUS 18" 6" 1" HOT-POURED RUBBER ASPHALT JOINT SEALER 1/2 INCH PRE-FORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPECFICATION M-33. TO BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR BASE COURSE. NOTES: 1. CONCRETE TO BE NJDOT CLASS "B" (AIR ENTRAINED). 2. TRANSVERSE 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-213, RECESSED 1/4" FROM THE FRONT FACE AND TOP OF THE CURB. 3. SCORED JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 1/2" 12" MAX. FINISHED GRADE www.techo-bloc.com 02/2020 SHT-8-9-1240815.DETAILS A. PERMEABLE PAVER FROM TECHO-BLOC B. JOINT FILLING MATERIAL ASTM No 8 (CSA 2.5-10 mm) AGGREGATE C. BEDDING COURSE, 1 12" TO 2'' (40 TO 50 mm) ASTM No 8 (CSA 2.5-10 mm) AGGREGATE D. BASE COURSE 4'' (100 mm) ASTM No. 57 (CSA 5-28 mm) AGGREGATE E. SUBBASE COURSE ASTM No. 2 (CSA 40-80 mm) AGGREGATE F. GEOTEXTILE G. SUBGRADE H. CONCRETE EDGE I. PERFORATED DRAIN CONNECTED TO DRAINAGE SYSTEM CASE No 2 - PARTIAL INFILTRATION SEGMENTAL PERMEABLE PAVEMENT PARTIAL INFILTRATION VARIABLE A B C D E F G H I WATER SERVICE CONNECTION NOT TO SCALE 1" FOR SIZE SEE PLAN COPPER TUBING "TYPE K" OR APPROVED EQUAL MUELLER H-15000 CORPORATION STOP 45 DEG. WATER MAIN 1'-0" SLOPE OR APPROVED EQUAL BUFFALO TYPE, COMPLETE MUELLER H-10350 ADJUSTABLE CURB BOX DRAIN OPENING CRUSHED STONE UNDER CONCRETE BLOCK MUELLER H-15210 OR CURB STOP AND DRAIN MIN 2'-0" MIN PER SPECIFICATIONS MIN. COVER SLOPE APPROVED EQUAL FINISHED GRADE TYPICAL SEWER SERVICE WITH RISER DETAIL NOT TO

CRUSHED STONE UNDER CONCRETE BLOCK MUELLER H-15210 OR CURB STOP AND DRAIN MIN 2'-0" MIN PER SPECIFICATIONS MIN. COVER SLOPE APPROVED EQUAL FINISHED GRADE TYPICAL SEWER SERVICE WITH RISER DETAIL NOT TO SCALE CLEANOUT RISER COVER DETAIL NOT TO SCALE CAM-LOCK OR EQUAL CASTING #1000 WITH CAMPBELL FOUNDRY SETTING SLAB CONCRETE PAVEMENT CONCRETE BEDDING 4" IN SIDEWALK OR PAVEMENT FOR ALL RISERS LOCATED RISER COVER REQUIRED RISER STONE 11-7/8"JOINT EXPANSION PAVEMENT BITUMINOUS GRADE FINISHED 3"± P.V.C. WYE OR TEE 6"x6" EXTRA HEAVY BETWEEN CLEANOUTS 50' MAX. UNLESS OTHERWISE DIRECTED BY ENGINEER 6" BRASS 6" SDR 35 P.V.C. RISER 6"x45° BEND CAP AT GRADE 6" SDR 35 P.V.C. PIPE PLACE UNDER CONNECTION 3000 PSI CONCRETE BLDG. FLOW FROM CUT IS REQUIRED ADAPTOR COUPLING TO BE USED WHERE FIELD 4. PROVIDE ADEQUATE PROTECTION FOR SEWER DURING INSTALLATION OF BUILDING CONNECTION. 3. POLYVINYL CHLORIDE PIPE AND FITTINGS FOR HOUSE LATERALS SHALL CONFORM TO A.S.T.M. D-3034. 2. ALL PLUG THREADS SHALL BE GREASED AT TIME OF INSTALLATION. INSTALLATION TO BE WATERTIGHT. 1. ALL COUPLINGS, PLUGS, SOIL PIPES TO BE STANDARD FOR TYPE OF PIPE USED,NOTES: PEEP-SITE 5. FOR BACKFILL, REFER TO TYPICAL TRENCH DETAIL. IF REQUIRED MIN. SLOPE 1/4" PER FOOT 6" OF 3/4" STONE BEDDING BA A BA BA A B AA GENERAL FOUNDRY GRATE OR APPROVED EQUAL PRECAST PEERLESS CONCRETE INLET OR APPROVED EQUAL BA INLET SCHEDULE 4" 24"24" x 24" PEERLESS CONCRETE SPECIFICATION GENERAL FOUNDRY GRATE # INLET TYPE 22434 MORTAR FRAME IN PLACE RISERS TO BE PROVIDED AS REQUIRED NOTE: POURED IN PLACE INLET STRUCTURES SHALL MATCH MANUFACTURER'S SPECIFICATIONS LOAD RATING: HS-20 CONCRETE: 4,500 PSI @ 28 DAYS REINFORCING: GRADE 60 REBAR #3 REBAR PLACED VERTICALLY IN ALL CORNERS #3 REBAR PLACED 8" O/C B/W TWO #3 REBAR WRAPPED CONTINUOUSLY AROUND TOP 1" INLET DETAIL NOT TO SCALE 6" 30" 6' 7'-7" FACE TO FACE 8'-0" CTR TO CTR MAINTAIN 2" 3/4" CRUSHED STONE (TYP.) 6' VINYL PRIVACY FENCE N.T.S. CLEARANCE NOTES: 1. PRIVACY FENCE AS MANUFACTURED BY MASTER-HALCO FENCE OR APPROVED EQUAL. MATERIAL: VINYL, COLOR: TAN 2. SPECIFICATION SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. 3. FOOTING WIDTH TO BE (2)X POST WIDTH. MINIMUM DEPTH 30". BALL POST CAP 3" 5 1/2" 5" SQ POST 7/8" U-CHANNEL 7/8" X 6" T & G PICKET 1 1/2" X 5 1/2" RAIL BOTTOM RAIL INCLUDES REINFORCING METAL INSERT 5 1/2" CAST IN PLACE CONCRETE, CLASS 'C' (TYP.) FOR SLOPE SEE

ALL POST CAP 3" 5 1/2" 5" SQ POST 7/8" U-CHANNEL 7/8" X 6" T & G PICKET 1 1/2" X 5 1/2" RAIL BOTTOM RAIL INCLUDES REINFORCING METAL INSERT 5 1/2" CAST IN PLACE CONCRETE, CLASS 'C' (TYP.) FOR SLOPE SEE DRAWINGS APPROVED COMPACTED SUBGRADE 3500 P.S.I. CONC. PAVEMENT SURFACE 8" 6" MIN. 1 1/4" RADIUS 1/2" RADIUS 18" 6" 1" HOT-POURED RUBBER ASPHALT JOINT SEALER 1/2 INCH PRE-FORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPECFICATION M-33. TO BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR BASE COURSE. NOTES: 1. CONCRETE TO BE NJDOT CLASS "B" (AIR ENTRAINED). 2. TRANSVERSE 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-213, RECESSED 1/4" FROM THE FRONT FACE AND TOP OF THE CURB. 3. SCORED JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 1/2" CONCRETE CURB PER ESSEX COUNTY NOT TO SCALE NOTE: 1. CROSS SLOPE 1/4" PER FOOT PITCHED TOWARDS ROADWAY. 2. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 12' INTERVALS AND WHERE SIDEWALK MEETS OTHER STRUCTURES. 3. CONCRETE SIDEWALK TO BE CURED PER N.J.D.O.T. SPECIFICATIONS. EXIST. OR PROPOSED CURB AS SHOWN ON PLAN VARIABLE FOR REPLACEMENT PROJECTS TO MATCH EXIST. CONDITIONS 2% SLOPE 4" FIRMLY COMPACTED UNDISTURBED SUITABLE SOIL AS DIRECTED BY THE ENGINEER 4" THICK AIR ENTRAINED CONC. 4500 P.S.I. @ 28 DAYS AND SHALL BE FINISHED WITH A WOOD FLOAT FOLLOWED BY BRUSHING WITH A WET SOFT HAIR BRUSH. TOP OF SIDEWALK TO MATCH EXIST. GRADE OR PROPOSED GRADE CONCRETE OR GRASS 4" OF 3/4" STONE IF DIRECTED BY ENGINEER WHERE NEW SIDEWALK ABUTS CURBS OR EXISTING CONCRETE INSTALL 1/2" PREFORMED JOINT FILLER EXIST. CONCRETE, ASPHALT, OR GRASS 4. WHERE SIDEWALK CROSSES DRIVEWAY APRON, SIDEWALK IS TO BE CONSTRUCTED USING 6" THICK 4500 PSI CONCRETE @ 28 DAYS WITH 6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC REINFORCEMENT MIN. 2" FROM BOTTOM, & 6" OF STONE INLET DETAIL NOT TO SCALE INLET NO. FRAME & GRATE NO. INSIDE DIMENSION INLET SCHEDULE L W 48" 30" 2617 SEE INLET SCHEDULE FOR FRAME & GRATE NO. MORTAR FRAME IN PLACE(TYP) CLASS "B" CONCRETE 2" 0.75 X DIA. NOTES: 1. THIS INLET MAY BE CONSTRUCTED OF BRICK, CONCRETE, CONCRETE BLOCK, OR PRECAST. IF BRICK OR CONCRETE BLOCK IS USED THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE. 2. SUITABLE EXCAVATED SOIL MAY BE USED AS

1. THIS INLET MAY BE CONSTRUCTED OF BRICK, CONCRETE, CONCRETE BLOCK, OR PRECAST. IF BRICK OR CONCRETE BLOCK IS USED THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE. 2. SUITABLE EXCAVATED SOIL MAY BE USED AS BACK FILL IN NON-STRUCTURALLY SUPPORTING AREAS AS DIRECTED BE THE ENGINEER. AREA SUPPORTING ANY STRUCTURE SHALL BE BACK FILL USING DENSE GRADE AGGREGATE AS DIRECT BY THE ENGINEER. 3. ALL REINFORCING STEEL TO BE A MINIMUM OF 60,000 PSI. 7/8" DIA. X 12" GALV. STEEL DUCTILE IRON, POLYPROPYLENE OR ALUMINUM LADDER RUNGS, 12" O.C. 6" CONCRETE BLOCK FROM GRADE TO 8', 12" FROM 8' TO 12' DEPTHS & 18" FOR DEPTHS GREATER THAN 12' OR PRECAST CONCRETE BRICK OR CONCRETE BENCHING (2500 PSI MIN.) WALLS MAY BE CONSTRUCTED OF CONCRETE BLOCK, OR MAY BE PRECAST WITH MINIMUM 6-IN. THICK WALLS OF CLASS "B" CONCRETE AND STEEL REINFORCEMENT TO MEET AASHTO HS20-44 FOR TRAFFIC LOADS AND APPLICABLE NJDOT STANDARDS. BLOCK WALLS TO HAVE 1/2" THICK MORTAR PARGE. 6" MIN. 6" MIN. 3/4" STONE (FOR DEPTHS GREATER THAN 8 FT. INCREASE TO 12 IN., EXCEPT IN BEDROCK) UNDISTURBED GROUND AND/OR COMPACTED SUBGRADE VARIES8" FOR FRAME & GRATE DATA REFER TO CURRENT CAMPBELL FOUNDRY CATALOG, CURB PIECE TO BE TYPE "N" (OR APPROVED EQUAL) 1 DEPRESSED CONCRETE CURB PER ESSEX COUNTY A 18" MAX. VARIABLE 4" 1 1/2" 2" 18" MAX. PAVEMENT SURFACE TOP OF CURB 18" 6" 12" A N.T.S. PLAN DRIVEWAY (SEE SITE PLAN FOR WIDTH) 6" THICK CONCRETE SIDEWALK LIMITS DRIVEWAY APRON DETAILS A A BB 1/2" PER FT. 5' VARIES 4' WIDE FULL CURB18"DEPRESSED CURB18"FULL CURB SECTION B-B 1-1/2" FULL CURB FACE TO MATCH EXISTING DEPRESSED CURB 18" SECTION A-A N.T.S. SIDEWALK (OR AS SHOWN ON PLANS) RAMP AT GUTTER LINE TO BE FLUSH WITH STREET PAVEMENT SIDEWALK LANDING AREA SECTION THROUGH RAMP 1:12 1.5% MAX. TRUNCATED DOME DETECTABLE WARNING CONCRETE CURB REAR HANDICAP RAMP RAILING DETAIL NOT TO SCALE EDGE PROTECTION RAIL. SEE NOTES RAIL NOTES: 1. THE INSIDE HANDRAIL ON DOGLEG OR SWITCHBACK RAMPS SHALL BE CONTINUOUS. 2. IF HANDRAILS ARE NOT CONTINUOUS, THEY SHALL EXTEND AT LEAST 12" BEYOND THE TOP AND BOTTOM OF THE RAMP SEGMENT AND SHALL BE PARALLEL WITH THE LANDING. 3. EDGE PROTECTION RAIL NOT REQUIRED IF A 4" HIGH EDGE PROTECTION CURB IS PROVIDED AT THE RAMP EDGES. 4. EDGE PROTECTION (RAIL OR CURB) NOT REQUIRED IF RAMP OR LANDING WIDTH EXTENDS 12" BEYOND FACE OF RAIL. 5. EDGE PROTECTION NOT REQUIRED ON LANDINGS HAVING A VERTICAL DROP-OFF OF 1/2"

THE RAMP EDGES. 4. EDGE PROTECTION (RAIL OR CURB) NOT REQUIRED IF RAMP OR LANDING WIDTH EXTENDS 12" BEYOND FACE OF RAIL. 5. EDGE PROTECTION NOT REQUIRED ON LANDINGS HAVING A VERTICAL DROP-OFF OF 1/2" OR LESS WITHIN 10" HORIZONTAL OF THE MIN REQUIRED LANDING AREA. 6. HANDRAIL, PER OWNER AND ARCHITECT APPROVAL AND BE ADA COMPLIANT. PROVIDE SHOP DRAWINGS. 1 1/2 " DIA. AS APPROVED BY OWNER AND ARCHITECT POST EMBEDDED 6" INTO CONCRETE WALK DENSE GRADED AGGREGATE OR SUITABLE SUBGRADE (TYPICAL)