1240815SitePlanSet 512 516 Pleasant Valley Wayrcd 3 12 2026

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 02/25/26 10:03:26AM, 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 1 Revised per Township Comments 12-12-25 Revised per SPRAB Comments 02-13-262 OWNER / APPLICANT: 127 MITCHELL STREET, LLC 516 PLEASANT VALLEY WAY WEST ORANGE, NJ, 07052 CONCRETE SIDEWALK DETAIL NOT TO SCALE 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 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, COMPACTED TO 95% MODIFIED

OIL 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 4500 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 1"-4") AGGREGATE C. BEDDING COURSE, 2'' ASTM No 8 (CSA 1"-4") AGGREGATE D. BASE COURSE 4'' ASTM No. 57 (CSA 0.2"-1.1") AGGREGATE E. SUBBASE COURSE 2'-2" ASTM No. 2 (CSA 1.5"-32") 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 > 2' FROM SHWT ELEVATION F INSPECTION PORT 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 SCALE CLEANOUT RISER

ONCRETE 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 DRAWINGS APPROVED

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 4500 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 BACK FILL IN

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 DEPRESSED CONCRETE CURB ON-SITE DETAIL A 18" MAX. VARIABLE 4" 1 1/2" 2" 18" MAX. PAVEMENT SURFACE TOP OF CURB 18" 6" 12" A NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4 INCH CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE APPROVED BY THE TOWNSHIP ENGINEER PRIOR TO POURING. 2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 20 FT. AND AT ALL STORM SEWER INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 1/2 INCH THICK, CONFORMING TO NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

AN 20 FT. AND AT ALL STORM SEWER INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 1/2 INCH THICK, CONFORMING TO NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE JOINT SHALL BE RECESSED 1/4 INCH FROM THE TOP AND FRONT OF THE CONCRETE CURB. 3. TRANSVERSE JOINTS 1/2 INCH WIDE SHALL BE INSTALLED IN THE CURB 20 FT-0 INCH APART AND SHALL BE FILLED WITH PRE FORMED, BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO M-213, RECESSED 1/4 INCH FROM THE FRONT FACE AND TOP OF THE CURB. 4. SCORED JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 5. WIDTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2 INCH. 6. ONE-HALF INCH PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPECFICATION M-33. TO BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR BASE COURSE. N.T.S. TYPICAL TRENCH DETAIL NOT TO SCALE PAVED AREAS OR WITHIN TOWNSHIP R.O.W. SELECT FILL SHALL BE PAVEMENT AREA NOTES: 1. COMPACTED BACKFILL TO BE FREE OF EXCESSIVE CLAY. ORGANIC MATERIAL AND BOULDERS. 2. RECYCLED CONCRETE IS NOT TO BE USED AS BACKFILL. VARIES ABOVE TOP 1'-0" MIN. 6" MINIMUM OR AS DIRECTED BY THE TOWNSHIP ENGINEER OF PIPE PIPE O.D. PLUS 2' PIPE I.D. GRASSED AREA: SEEDING & MULCHING OUTSIDE TOWNSHIP R.O.W. NON PAVED AREAS 4" TOPSOIL, FERTILIZING, APPROVED BACKFILL COMPACTED IN 1 FT. LIFTS GROUND LEVEL DENSE GRADED AGGREGATE SUB-BASE COMPACT IN 1 FT. LIFTS 3/4" CLEAN CRUSHED STONE COMPACT IN 1 FT. LIFTS SOIL AGGREGATE TYPE 5 CLASS A, 2" THICK BITUMINOUS CONCRETE STABILIZED BASE, STONE MIX No. 1, 6" THICK BITUMINOUS CONCRETE TYPE FABC- 1, MIX No. 5, 2" THICK DISCHARGE STRUCTURE SECTION A-A 10'-0" 24" DIA. PERFORATED HANCOR "SURE-LOK" PIPE OR APPROVED EQUAL PERFORATIONS TO MEET AASHTO M294 AND MP7 CLASS II STANDARDS 1 1/2" - 2" CLEAN, CRUSHED STONE WRAP ENTIRE PERIMETER WITH FILTER FABRIC SECTION THROUGH DETENTION SYSTEM 3/4" STONE FOR BEDDING 2'-0"2'-0" 3'-0" 3'-0" SECTION B-B 411.00 IE 8" ORIF. 12" HDPE INV. IN 411.00 24" HDPE McNICHOLS STEEL GRATE (OR APPROVED EQUAL) 6" THICK PRE-CAST REINFORCED CONCRETE STRUCTURE 6" THICK PRE-CAST REINFORCED CONCRETE STRUCTURE 8" ORIFICE 24" HDPE 48" 413.90 IE GRATE 18" 24" HDPEP 24" HDPEP 12" HDPEP 48" REFUSE AREA DETAIL NOT TO SCALE CONCRETE

AST REINFORCED CONCRETE STRUCTURE 6" THICK PRE-CAST REINFORCED CONCRETE STRUCTURE 8" ORIFICE 24" HDPE 48" 413.90 IE GRATE 18" 24" HDPEP 24" HDPEP 12" HDPEP 48" REFUSE AREA DETAIL NOT TO SCALE CONCRETE PAD STEEL DUMPSTER FOR NON-RECYCLABLE WASTE EXISTING PAVEMENT 4" LOCK GLASS ALUMINUM CONCRETE PAD 13.5 FEET GATE GATE PLASTICS CONCRETE PAD 13.5 FEET DEPRESSED CURB 11.5 FEET GATE STRUCTURE: GALV. STEEL PIPE FRAME, WELD ALL CORNERS 6' HIGH CHAINLINK FENCE (SEE BELOW FOR SPECS.) HINGES: 3 PER GATE MIN. CONCRETE CURB 6' HIGH SCREEN WALL TO MATCH BUILDING FACADE DIAGONAL REDWOOD PRIVACY SLATS 6" THICK CONC. PAD W/6X6/8X8 WWM NOTE: FENCE SHALL BE No 9 GAUGE GALV. STEEL WIRE WITH 3 1/2" x 5" VINYL COATED MESH WITH GENUINE REDWOOD SLATS. GATE POSTS: 2.375" O.D. STEEL PIPE 3.65 LBS/FT. 8" CONCRETE BLOCK FILLED SOLID WITH CONCRETE 6'-0"3'-0" 12" #4 BARS @ 12" oc. MIN. 20" LAP (POURED WALL ONLY) STUCCO PARGE FACE OF BLOCK. TO MATCH BUILDING EXTERIOR REFUSE WALL SECTION N.T.S. DURAWALL OR APPROVED EQUAL STEEL TRUSS-MESH JOINT REINFORCEMENT - EVERY OTHER COURSE (BLOCKS ONLY) 2' 6" DGA SUBGRADE #4 BARS @ 12" oc. (BLOCK OR POURED WALL) 12" #4 BARS @ 12" oc. (POURED WALL ONLY) 6" THICK CONC. PAD W/6X6/8X8 WWM 7.5 FEET