1240815SitePlanSet Pleasant Valley Way 2025 09 11

CASEY & KELLER, INC. S 26°22'0" W 124.99 144 L.F. 6" PVC ROOF LEADER @ 7.6% PROP. INLET FILTER PROTECTION TYP. 416.8 414.6 416 415 414.4 77 L.F. 6" PVC @ 1.3% 414.5 424.09 418.5 419.25 417.0 419.5 12" HDPeP @ 0.4% 411.94 IE 417 415 AC AC FF: 419.8 FFE: 424.59 GFE: 414.6 EXISTING FFE: 424.59 GFE: 414.6 PROP. UNDERGROUND DETENTION BASIN (3) 40 L.F. 24" HDPE PERFORATED PIPES @ 0.2% TOPSOILSTOCKPILE PROP. CONSTRUCTION FENCE TO BE PLACE BEHIND SILT FENCE AREA OF DISTURBANCE: 17,690 SF 0.406 AC PROP INLET. GRT 414.0 IE 6" OUT 413.0 TW 417.5 BW 414.5 414 414 SURVEY NOTES 1. PQ BEING LOTS 11 & 12, IN BLOCK 154.06, AS SHOWN ON TOWNSHIP OF WEST ORANGE TAX MAPS. 2. LOT AREA: TAX LOT 11 = 8,770 SF. OR 0.201 AC. TAX LOT 12 = 7,472 SF OR 0.172 AC. TOTAL = 16,242 SF OR 0.373 AC. 3. ELEVATIONS SHOWN HEREON ARE BASED UPON n.a.v/d. 1988 SURVEY DATUM AS DETERMINED BY RAPID STATIC GPS. 4. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE BASED UPON SURFACE STRUCTURES VISIBLE ON THE DATE OF FIELD SURVEY. LOCATION OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATION SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS SHOULD BE VERIFIED AND FIELD MARKED BY APPROPRIATE UTILITY AUTHORITY PRIOR TO EXCAVATION/CONSTRUCTION. ANY DEVIATION IN LOCATION OF UTILITIES SHOULD BE REPORTED TO SURVEYOR AND ENGINEER PRIOR TO CONSTRUCTION. 5. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE VISIBLE ON THE DATE OF FIELD SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND USE REGULATIONS, AND ANY OTHER FACTS SUCH THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 6. A WRITTEN WAIVER AND DIRECTION NOT TO SET CORNER MARKERS HAS BEEN OBTAINED FROM THE ULTIMATE USER PURSUANT TO P.L. 2003, c. 14 (N.J.S.A. 45:8-36:3) AND N.J.A.C. 13:40-5.1(d). 7. DECLARATION IS MADE TO THE ORIGINAL PURCHASER OF THIS SURVEY. IT IS NOT TRANSFERABLE TO OTHER INSTITUTIONS OR SUBSEQUENT OWNERS. 0 Scale: 1"= 20' 10 20 40 60 80 New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No. MICHAEL T. LANZAFAMA 30084 03503 512-516 PLEASANT VALLEY WAY TAX LOTS 11 & 12, BLOCK 154.06 ESSEX COUNTY,

0 60 80 New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No. MICHAEL T. LANZAFAMA 30084 03503 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 L:\2024\12408\1240815\AUTOCAD\SHT-6-1240815.GRUT.DWG 09/11/25 05:04:46PM, TForgione, LAYOUT:6 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 1240815.R-Site Plan 1240815.Survey FLAT FILE .No.: GRADING, DRAINAGE, SOIL EROSION & SEDIMENT 1" = 20' 6 CONTROL PLAN

S 61°58'0" E 130.00' N 62°02'20" W 130.00' CO 18 PLEASANT VALLEY WAY Concrete Walkway Concrete Sidewalk Sign IP Found 0.05' E Light Pole Bituminous Driveway Dep. Curb Dep. Curb Dep. Curb Dep. Curb Tax Map Lot 13 Tax Map Lot 33 Tax Map Lot 11.01 Tax Map Lot 11.02 Tax Map Lot 37 Tax Map Lot 10 Curb 1.0' Over N (80' WIDE R.O.W.) WV GV Concrete Sidewalk Chain Link Fence Chain Link Fence Vinyl Fence Vinyl Fence Vinyl Fence 0.25' over S Chain-Link Fence 3.04' over E Chain-Link Fence 2.87' over E Curb 1.06' over S Curb 1.78' over S Dep. Curb Point of BEGINNING GVGVGV WV WV Concrete CurbConcrete Curb 422.27 Rim 422.36 Rim Concrete CurbConcrete Curb Bell MH 420.52 Rim Light Pole PROPOSED ADDITION 1,790 GROUND FLOOR OFFICE 1,510 1ST FLOOR OFFICE 2 APARTMENTS 2ND FLOOR TRASH AREA EXISTING BUILDING TO REMAIN S 26°22'0" W 124.83 CO CO S 26°22'0" W 124.99 AC AC B B A A1 (35)TO (15)LM (15)LM (2)BG (6)BG (2)PY (30)HE 0 Scale: 1"= 20' 10 20 40 60 80 New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No. MICHAEL T. LANZAFAMA 30084 03503 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 L:\2024\12408\1240815\AUTOCAD\SHT-7-1240815.LIGHT&LANDSCAPING.DWG 09/11/25 05:04:48PM, TForgione, LAYOUT:5 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 1240815.R-Site Plan 1240815.Survey FLAT FILE .No.: LIGHTING & LANSCAPE PLAN 1" = 20' 7 11.5" 7" 9" 13 4" Lithonia WDGE-2 Not To Scale Lithonia DSX Series Not To Scale 18" Dia. 3'-0" 6" CONDUIT SIZE, MATERIAL, AND CONFIGURATION AS PER (4) 3/4" X 18" ANCHOR BOLTS-BOLT PATTERN PER MANUFACTURER'S SPECIFICATIONS (8) #5 VERTICAL REINFORCING BARS EQUALLY SPACED AT 45° APART 4,000 PSI CONCRETE BASE SET CENTER OF POLE 2' FROM FACE OF CURB WHEN POLE ABUTS ROADS/CURBING SET CENTER OF POLE 1' FROM EDGE OF WALK WHEN POLE ABUTS WALK 3" CLEAR TO EDGE OF FOOTING WITH NATIONAL ELECTRIC CODE CHAMFER EDGES (3) #4 HORIZONTAL REINFORCING BAR RINGS AT TOP, CENTER, AND BOTTOM FINISHED GRADE Lithonia 'D-Series' DSX LED 'H' 'L' Fixture Length (L) Width (W) Height (H) DSX0 26" 13" 7" DSX1 33" 13" 7-1/2" See Lighting

HORIZONTAL REINFORCING BAR RINGS AT TOP, CENTER, AND BOTTOM FINISHED GRADE Lithonia 'D-Series' DSX LED 'H' 'L' Fixture Length (L) Width (W) Height (H) DSX0 26" 13" 7" DSX1 33" 13" 7-1/2" See Lighting Schedule For Mounting Height LIGHTING SCHEDULE KEY QTY LUMINAIRE DIST. LLF OUTPUT A 1 LITHONIA LIGHTING 'WDGE2 (12' Mounting Height) Black WDGE2 LED P3 30K 70CRI TFTM MVOLT SRM DBLXD Wall Mounted At 12' TFTM 0.88 32 Watt 3000K 3,317 Lumens A1 1 LITHONIA LIGHTING 'WDGE2 (16' Mounting Height) Black WDGE2 LED P3 30K 70CRI TFTM MVOLT SRM DBLXD Wall Mounted At 16' TFTM 0.88 32 Watt 3000K 3,317 Lumens B 2 LITHONIA LIGHTING DSX0 (15' Mounting Height) Black DSXO LED P1 30K 70CRI BLC4 MVOLT DBLXD Mounted At 15' On 4" Round Aluminum Pole On 6" Concrete Base T4BLC 0.88 33 Watt 3000K 3,454 Lumens LIGHTING STATISTICS DESCRIPTION MIN. MAX. AVE. MAX/MIN AVE/MIN Parking Lot 0.6 fc 2.5 fc 1.3 fc 4.2:1 2.2:1 LIGHTING NOTES 1. ALL FOOTCANDLE POINTS SHOWN ARE MAINTAINED VALUES. 2. THIS DRAWING IS TO BE USED FOR LIGHTING PURPOSES ONLY. REFER TO CASEY AND KELLER SITE PLAN DRAWING FOR ADDITONAL INFORMATION. 3. LIGHTING LOCATIONS SHALL BE ADJUSTED IN THE FIELD AS REQUIRED TO AVOID CONFLICTS WITH AS-BUILT (OR EXISTING) UTILITIES, EXISTING VEGETATION, ETC. Proposed Deciduous Tree Legend Proposed Lawn Proposed Evergreen Hedge Proposed Perennial Mass Proposed Wall Mounted Light Proposed Light Post LANDSCAPE NOTES: 1. MULCH ALL TREE PITS, PLANT BEDS, AND GROUNDCOVER AREAS WITH A 3" DEPTH OF SHREDDED HARDWOOD MULCH. DO NOT PLACE MULCH WITHIN 6" OF THE TREE TRUNK. 2. THIS DRAWING TO BE USED FOR LANDSCAPE PURPOSES ONLY. REFER TO CASEY AND KELLER SITE PLAN DRAWINGS FOR MORE INFORMATION. 3. PLANTING LOCATIONS SHALL BE ADJUSTED IN THE FIELD AS REQUIRED TO AVOID CONFLICTS WITH AS-BUILT (OR EXISTING) UTILITIES AND EXISTING VEGETATION. 4. ALL TREES SHALL BE HIGH BRANCHED TO KEEP SIGHT LINES OPEN. NO PERENNIAL OR SHRUB PLANTING IN THE SIGHT TRIANGLE SHALL EXCEED 2' IN HEIGHT. ALL PLANTINGS SHALL BE MAINTAINED IN PERPETUITY TO KEEP SIGHT LINES OPEN. Undisturbed Soil Tree Planting Detail Remove Top 1/3 Of Burlap Cut Ropes At Top Of Ball Ground Approx. 2'-6'' Post Shall Extend Into (2) 3'' Dia. Posts 5' Exposed Post Height Under Ball End Of Guarantee Period. Remove Guying And Posts At Tree Support Posts. Root Ball When Installing Do Not Damage Main Roots Or Grade As It Bore To Previous Grade. Relation

xposed Post Height Under Ball End Of Guarantee Period. Remove Guying And Posts At Tree Support Posts. Root Ball When Installing Do Not Damage Main Roots Or Grade As It Bore To Previous Grade. Relation (Or Slightly Above) To Finished Crown Of Root Ball Shall Bear Same PLANTING NOTES: 1' Greater Than PLAN Tree 1. 2. 3. Ball Radius Not To Scale 'Chain Lock' Plastic Guying Specified Planting Backfill Mix Shredded Hardwood Mulch. 3'' Depth (After Settlement) Of Ball Minimum.) Varies (Shall Be 6'' Beyond Keep 6" Off Trunk Post Root Ball PLANT LIST BG HE Buxus 'Green Mountain' Hemerocallis 'Happy Returns' Green Mountain Boxwood Happy Returns Daylily 30-36" B&B #1 30LM Liriope muscari Lilyturf #1 8 30 KEY BOTANICAL NAME COMMON NAME SIZE ROOTQTY COMMENT PY Prunus yeodensis Yoshino Cherry 2.5-3" Cal. B&B2 TO Thuja occidentalis 'Smagrad' Emerald Green Arborvitae 7-8' B&B35

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"