1240815SitePlanSet Pleasant Valley Way 2025 09 11

PLEASANT VALLEY WAY (80' WIDE R.O.W.) 500.0' EAGLE ROCK AVENUE (66' WIDE R.O.W.) PLEASANT VALLEY WAY (80' WIDE R.O.W.) 500.0' EAGLE ROCK AVENUE (66' WIDE R.O.W.) AREA MAP TAX MAPS 1"=200' 2025 AERIAL PHOTO SCALE: 1"=200' PRELIMINARY AND FINAL SITE PLAN MIXED USE DEVELOPMENT 512-516 PLEASANT VALLEY WAY TAX LOTS 11 & 12, BLOCK 154.06 TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY DRAWING INDEX DWG. NO. DRAWING TITLE 1 AREA MAP 2 GENERAL NOTES, ZONING INFORMATION, & TAX MAP 3 TITLE & TOPOGRAPHIC SURVEY 4 DEMOLITION PLAN 5 SITE PLAN 6 GRADING, DRAINAGE, UTILITY & SOIL EROSION CONTROL PLAN 7 LIGHTING & LANDSCAPE PLAN 8-11 CONSTRUCTION DETAILS ZONING BOARD APPROVALS THIS SITE PLAN IS HEREBY APPROVED BY THE ZONING BOARD OF THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY. DATE SECRETARY DATE CHAIRMAN THIS SITE PLAN HAS BEEN REVIEWED AND IS HEREBY APPROVED. DATE TOWNSHIP ENGINEER New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No. MICHAEL T. LANZAFAMA 30084 03503 L:\2024\12408\1240815\AUTOCAD\SHT-1-2-1240815.COVER-ZONING.DWG 09/11/25 05:04:26PM, TForgione, LAYOUT:COVER SHEET 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.: AREA MAP AS SHOWN 1 THE FOLLOWING APPROVALS ARE REQUIRED: 1. TOWNSHIP OF WEST ORANGE 1.1. SITE PLAN APPROVAL 1.2. VARIANCE APPROVAL 1.3. BUILDING PERMIT 2. HUDSON-ESSEX-PASSAIC SCD CERTIFICATION 3. ESSEX COUNTY PLANNING BOARD 0 Scale: 1"= 200' 100 200 300 400 500 512-516 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 PROJECT SITE PROJECT SITE USGS MAP 1"=2000' PROJECT SITE 0 Scale: 1"= 2000' 1000 2000 3000 4000 5000

200.0' L:\2024\12408\1240815\AUTOCAD\SHT-1-2-1240815.COVER-ZONING.DWG 09/11/25 05:04:31PM, TForgione, LAYOUT:ZONING-POL-GN-2 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.: GENERAL NOTES & ZONING INFORMATION AS-SHOWN 2 TAX MAP New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No. MICHAEL T. LANZAFAMA 30084 03503 ZONING DISTRICT: OFFICE BUILDING PRIOR USE: RESIDENTIAL DWELLING/MIXED-USE BUILDING PROPOSED USE: MIXED USE BUILDING & PARKING LOT EXISTING PROPOSED COMMENT MINIMUMS: LOT AREA 10,000 SF 8,770 SF (LOT 11) 7,472 (LOT 12) 16,242 SF C LOT AREA PER UNIT 6,000 SF 8,121 SF 5,414 SF V LOT WIDTH 60 FT 67.49 FT (LOT 11) 57.50 FT (LOT 12) 124.99 FT C MIN. YARD SETBACKS FRONT 30 FT 14.37 FT 14.30 FT V SIDE 10 FT + 8 FT -- 67.84 FT + 9.05 FT C REAR 30 FT 65.15 FT 31.10 FT C MAXIMUMS: BUILDING HEIGHT 35 FT/ 2.5 STORIES < 35 FT / 2 STORIES 35.67 FT / 2.5 STORIES V BUILDING COVERAGE 40% (6,496 SF) 16.48% (2,676 SF) 20.85% (3,387 SF) C LOT COVERAGE 50% (8,121 SF) 68.64% (11,149 SF) 69.07% (11,219 SF) V TAX MAPS TOWNSHIP OF WEST ORANGE TAX MAPS 1"= 100' CONTACT LIST: WATER DEPARTMENT DEPARTMENT OF PUBLIC WORKS TOWNSHIP OF LIVINGSTON 357 SOUTH LIVINGSTON AVE. LIVINGSTON, NJ 07039 PH: (973) 535-7934 FAX (973) 535-1869 SEWER DEPARTMENT 81 NAYLON AVENUE LIVINGSTON NJ 07039 PH: (973) 535-7944 GAS PUBLIC SERVICE ELECTRIC & GAS 80 PARK PLAZA P.O. BOX 570 NEWARK, NJ 07101 PH: (973) 430-7000 JERSEY CENTRAL POWER & LIGHT P.O. BOX 16001 READING, PA 19612 ELECTRICITY PUBLIC SERVICE ELECTRIC & GAS 80 PARK PLAZA P.O. BOX 570 NEWARK, NJ 07101 PH: (973) 430-7000 CABLE COMCAST CABLEVISION 800 RAHWAY AVENUE UNION, NJ 07083 PH: (908) 851-8842 TELEPHONE VERIZON COMMUNICATIONS 540 BROAD STREET NEWARK, NJ 07101 TOWNSHIP OF WEST ORANGE NOTES: 1. TOWNSHIP ENGINEER MUST BE NOTIFIED ONE WEEK PRIOR TO THE START OF CONSTRUCTION OF ANY WATER LINES, SANITARY SEWERS, STORM SEWERS, CURBING, SIDEWALKS, PAVEMENT, GRADING, DETENTION BASINS, RETAINING WALLS OR OTHER UTILITIES. 2. CONSTRUCTION GRADE SHEETS (CUT SHEETS) MUST BE IN ACCORDANCE WITH THE APPROVED PLANS AND BE SUBMITTED TO THE TOWNSHIP ENGINEER'S OFFICE FOR APPROVAL PRIOR TO ANY CONSTRUCTION. 3. AS BUILT DRAWINGS MUST BE SUBMITTED TO THE TOWNSHIP ENGINEER'S OFFICE

N ACCORDANCE WITH THE APPROVED PLANS AND BE SUBMITTED TO THE TOWNSHIP ENGINEER'S OFFICE FOR APPROVAL PRIOR TO ANY CONSTRUCTION. 3. AS BUILT DRAWINGS MUST BE SUBMITTED TO THE TOWNSHIP ENGINEER'S OFFICE FOR APPROVAL PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS. 4. THE STORM WATER MANAGEMENT REPORT & MAINTENANCE MANUAL FOR THIS PROJECT IS BEING SUBMITTED AS AN OVERALL ANALYSIS AS PART OF THE MIXED-USE PROJECT AT BLOCK 154.06, LOTS 11 & 12 AT PLEASANT VALLEY WAY. PREPARED BY CASEY & KELLER, INC. GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR IS TO FOLLOW ALL LOCAL, COUNTY, STATE, AND FEDERAL CODES, SPECIFICATIONS, AND REQUIREMENTS FOR CONSTRUCTION PRACTICE AND SAFETY (INCLUDING OSHA REGULATIONS) AS THEY APPLY TO THIS PROJECT. CONTRACTOR SHALL OBTAIN AND/OR ENSURE THAT ALL REQUIRED PERMITS HAVE BEEN ACQUIRED AND ARE CURRENT. 2. CONTRACTOR TO FOLLOW THE GUIDANCE PROVIDED IN THE NEW JERSEY DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019, as amended. 3. THE UTILITY STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND ARE BASED ON THE LOCATION OF SURFACE STRUCTURES VISIBLE ON THE DATE OF THE FIELD SURVEY. THE ACTUAL LOCATION OF UNDERGROUND UTILITIES AND RELATED STRUCTURES MAY VARY FROM THE LOCATIONS SHOWN ON THIS DRAWING. THERE MAY ALSO BE OTHER BURIED UTILITY LINES AND STRUCTURES THAT MAY BE ENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS MUST BE VERIFIED AND FIELD MARKED BY THE APPROPRIATE UTILITY AGENCY BEFORE ANY EXCAVATION OR CONSTRUCTION BEGINS. ANY DEVIATION IN THE LOCATION OF THE UTILITIES/UNDERGROUND STRUCTURES FROM WHAT IS SHOWN ON THE PLANS MUST BE REPORTED TO THE SURVEYOR AND ENGINEER BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR IS TO USE THE NEW JERSEY “CALL-BEFORE-YOU-DIG” SYSTEM (1-800-272-1000 or #811). 4. AT LEAST 48 HOURS BEFORE THE COMMENCEMENT OF ANY WORK ON THE SITE, THE CONTRACTOR SHALL ARRANGE TO HAVE A PRE-CONSTRUCTION MEETING WITH THE MUNICIPAL ENGINEER AND OTHER APPROPRIATE MUNICIPAL OFFICIALS. 5. IF THE CONTRACTOR NEEDS TO CONSTRUCT TRENCHES, WORK IN UNDERGROUND CHAMBERS, AND SO FORTH, THE CONTRACTOR SHALL FOLLOW THE “CONFINED ENTRY” REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND RELATED STATE CODES, ETC. 6. THE CONTRACTOR IS TO HAVE COPIES OF THE APPROVED PLANS AND ALL PERMITS AND CERTIFICATIONS AT THE JOB

EMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND RELATED STATE CODES, ETC. 6. THE CONTRACTOR IS TO HAVE COPIES OF THE APPROVED PLANS AND ALL PERMITS AND CERTIFICATIONS AT THE JOB SITE AT ALL TIMES. 7. EXISTING PAVER BLOCKS , STREET FURNITURE, AND OTHER BUILDING MATERIAL MAY BE RECLAIMED BY THE OWNER WHO WILL DIRECT THE CONTRACTOR TO EXTRACT, STORE, AND/OR DELIVER TO A LOCATION SELECTED BY THE OWNER. CONTRACTOR SHALL TAKE ALL DUE CARE TO MINIMIZE DAMAGE TO ANY ITEMS SELECTED FOR RECLAMATION. FOR DEMOLITION MATERIALS NOT TO BE RECLAIMED BY THE OWNER, THE CONTRACTOR IS TO RECYCLE DEMOLITION DEBRIS AND CONSTRUCTION MATERIALS TO THE MAXIMUM EXTENT POSSIBLE. 8. DO NOT SCALE DISTANCES, USE DIMENSIONS SHOWN--IF THERE IS A QUESTION AS TO A DIMENSION CONSULT WITH THE DESIGN ARCHITECT OR ENGINEER. 9. IF FIELD CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE PLANS THE CONTRACTOR IS TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY. IF THE CONTRACTOR HAS DESIGN QUESTIONS OR DISCOVERS DISCREPANCIES IN THE PLANS AND PROCEEDS WITH CONSTRUCTION BEFORE THE ISSUES ARE RESOLVED, THE CONTRACTOR DOES SO AT HIS OR HER OWN RISK. SPECIAL NOTES: 1. SOIL EROSION AND SEDIMENT CONTROL MEASURES AS APPROPRIATE TO BE INSTALLED BEFORE BEGINNING DEMOLITION WORK. 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY TO MEET THE STANDARDS OF NJDOT. 3. CONTRACTOR TO OBTAIN APPROPRIATE STATE PERMITS BEFORE BEGINNING WORK IN STATE RIGHT-OF-WAY. 4. IF ANY UNDERGROUND STORAGE TANKS ARE ENCOUNTERED DURING DEMOLITION, THEY SHELL BE REMOVED AS PER LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. 5. TERMINATION AND CAPPING OF EXISTING UTILITY LINES TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH UTILITY ENTITY. 6. AS-BUILT DRAWINGS MUST BE SUBMITTED TO THE TOWNSHIP ENGINEER'S OFFICE FOR APPROVAL PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS. 7. ALL STRIPING AND TRAFFIC SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). 8. A KNOX BOX FOR THE PROPOSED BUILDING SHALL BE PROVIDED NEAR THE RESIDENTIAL ENTRANCE IN A LOCATION APPROVED BY THE TOWNSHIP FIRE OFFICIAL. 9. ALL FIRE LANES SHALL BE COORDINATED AND APPROVED BY THE TOWNSHIP FIRE OFFICIAL SITE DEMOLITION NOTES 1. THESE NOTES ARE ONLY TO PRESENT GENERALIZED GUIDANCE IN THAT THE CONTRACTOR IS TO FOLLOW ALL

9. ALL FIRE LANES SHALL BE COORDINATED AND APPROVED BY THE TOWNSHIP FIRE OFFICIAL SITE DEMOLITION NOTES 1. THESE NOTES ARE ONLY TO PRESENT GENERALIZED GUIDANCE IN THAT THE CONTRACTOR IS TO FOLLOW ALL JURISDICTIONAL PROCEDURES WITH REGARD TO CONSTRUCTION TECHNIQUES AND THE SAFETY OF THE GENERAL PUBLIC AND HIS OR HER WORKERS. 2. THE CONTRACTOR IS TO INSTALL SOIL EROSION AND SEDIMENT CONTROL FEATURES BEFORE BEGINNING THE DEMOLITION WORK AND IS TO MAINTAIN AND ADJUST THOSE FEATURES AS NECESSARY FOR THE DURATION OF THE PROJECT. 3. THE CONTRACTOR IS ADVISED THAT THE OWNER MAY WISH TO SALVAGE EXISTING PAVER STONES AND OTHER STREETSCAPE FEATURES AND THE CONTRACTOR SHOULD MINIMIZE DAMAGE AND BREAKAGE TO THESE ITEMS AS THEY ARE REMOVED. PYROTECHNICS SHALL NOT BE USED FOR ANY DEMOLITION OR CONSTRUCTION WORK. 4. THE CONTRACTOR IS TO FOLLOW ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REQUIREMENTS (INCLUDING OSHA) WITH REGARD TO SAFETY, WORK CONDITIONS, AND SO FORTH. 5. WHERE A PORTION OF CONCRETE SIDEWALK IS TO BE REMOVED IT SHALL BE SAW CUT STRAIGHT AND TRUE. CONCRETE RUBBLE IS NOT TO BE STORED ON-SITE AND SHOULD BE RECYCLED TO THE MAXIMUM EXTENT POSSIBLE. 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MINIMIZE THE INADVERTENT SPILLOVER OF DEMOLITION AND CONSTRUCTION DEBRIS ONTO AREA ROADWAYS AND ADJACENT PROPERTIES. ANY SUCH SPILLOVER IS TO BE CLEANED UP IMMEDIATELY AND ANY DAMAGE TO OTHER PROPERTIES AND STRUCTURES IS TO BE REPAIRED IMMEDIATELY TO AN EQUAL OR BETTER CONDITION. 7. DUST GENERATION IS TO BE MINIMIZED--THE CONTRACTOR MAY USE WATER SPRAYERS, ENCLOSURES, FILTERS, OR OTHER APPROPRIATE MEANS TO CONTROL DUST AND DEBRIS. ADJACENT STRUCTURES AND FACILITIES THAT GET COATED WITH DUST AND DEBRIS MUST BE CLEANED DAILY. 8. THE CONTRACTOR IS TO MAINTAIN OPEN WALKWAYS AS MUCH AS PRACTICAL, HOWEVER, THE CONTRACTOR SHALL WORK WITH THE OWNER, TOWNSHIP ENGINEERING, PUBLIC WORKS, POLICE, AND FIRE DEPARTMENTS TO PROVIDE ALTERNATE PATHWAYS AND DETOURS AS MAY BE NECESSARY TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC AS DESCRIBED IN THE TRAFFIC AND PEDESTRIAN SAFETY NOTES FOUND ELSEWHERE ON THESE PLANS. 9. THE CONTRACTOR IS TO WORK WITH ALL UTILITY ENTITIES WITH REGARD TO PROTECTING, ADJUSTING, ELEVATING OR LOWERING VALVE COVERS, UTILITY ACCESS BOXES, MANHOLE CASTINGS, AND OTHER APPURTENANCES. IF NECESSARY TO TEMPORARILY SHUT OFF UTILITY SERVICE THE CONTRACTOR

EGARD TO PROTECTING, ADJUSTING, ELEVATING OR LOWERING VALVE COVERS, UTILITY ACCESS BOXES, MANHOLE CASTINGS, AND OTHER APPURTENANCES. IF NECESSARY TO TEMPORARILY SHUT OFF UTILITY SERVICE THE CONTRACTOR SHALL WORK CLOSELY WITH THE AFFECTED UTILITY COMPANY WITH REGARD TO PROPER PROCEDURES AND NOTIFICATION REQUIREMENTS. IF UTILITY SERVICE NEEDS TO BE SHUT OFF FOR AN EXTENDED TIME THE CONTRACTOR MAY BE REQUIRED TO PROVIDE ALTERNATE SERVICE TO THE AFFECTED PARTIES. 10. AT THE END OF EACH WORK DAY THE DEMOLITION/CONSTRUCTION AREA SHALL BE DRESSED UP AND PROTECTED FROM UNAUTHORIZED ENTRY. IF THE STAGE OF THE WORK NECESSITATES A COMPLETE CLOSING OF THAT PORTION OF THE SIDEWALK, THE CONTRACTOR SHALL PROVIDE COMPLETE SIGNAGE, BARRICADES, FLASHING LIGHTS, AND OTHER MEANS TO SAFELY DIRECT PEDESTRIANS AROUND THE WORK AREA. SITE CONSTRUCTION NOTES--SUB-BASE AND WALKWAYS 1. SPECIAL NOTE: THE INTENT OF THE PROPOSED PROJECT IS TO REMOVE EXISTING SITE FEATURES AND TO BUILD NEW FACILITIES. THE PROPOSED WALKWAYS ARE TO BE CONSTRUCTED FOR THE USE OF THE PUBLIC ALONG PUBLIC STREETS AND FOR THE RESIDENTS THROUGHOUT THE INTERIOR OF THE PROJECT SITE. THE SITE WORK IS TO PROVIDE A LEVEL AND CONSISTENT WALKWAY SURFACE. ADDITIONAL WORK IS TO PROVIDE NEW RETAINING WALLS, IMPROVED HANDICAPPED PARKING FACILITIES, AND RELATED SITE FEATURES. 2. AFTER THE EXISTING SIDEWALK, PAVER BLOCK AREAS, LAWNS, STRUCTURES, AND OTHER AREAS ARE REMOVED, THE UNDERLYING SUB-BASE SHALL BE EXAMINED FOR SOFT AREAS, DEBRIS, ORGANIC MATERIAL, AND OTHER POTENTIAL PROBLEMS. ALL SUCH AREAS SHALL BE REPLACED WITH A COMPACTABLE, GRANULAR SUB-BASE. 3. ALL SUB-BASE AREAS UNDER THE PROPOSED SIDEWALK AND PAVER STONE AREAS ARE TO BE COMPACTED TO A DENSITY OF 98% STANDARD PROCTER DENSITY AS PER ASTM D698. CONTRACTOR IS RESPONSIBLE FOR ARRANGING AND PROVIDING TESTS OF COMPACTION APPROXIMATELY EVERY 200 FEET AND AT RANDOM LOCATIONS CHOSEN BY THE OWNER OR OWNER'S REPRESENTATIVE. STRUCTURAL BUILDING AREAS ARE TO COMPACTED AND PREPARED AS PER ARCHITECTURAL REQUIREMENTS. 4. CONCRETE SIDEWALK IS TO BE A MINIMUM OF 4,000 PSI, FOUR (4) INCHES THICK THROUGHOUT, EXCEPT AT DRIVEWAYS WHERE IT SHALL BE A MINIMUM OF SIX (6) INCHES WITH A 6×6--W2.9×W2.9 WELDED WIRE REINFORCEMENT. 5. ALL WALKWAYS ARE TO HAVE A CROSS-SLOPE OF ¼ INCH PER FOOT TOWARD THE CURBSIDE UNLESS GRADING INFORMATION ON THE PLANS OR THE CONTRACTOR IS DIRECTED TO DO

A 6×6--W2.9×W2.9 WELDED WIRE REINFORCEMENT. 5. ALL WALKWAYS ARE TO HAVE A CROSS-SLOPE OF ¼ INCH PER FOOT TOWARD THE CURBSIDE UNLESS GRADING INFORMATION ON THE PLANS OR THE CONTRACTOR IS DIRECTED TO DO OTHERWISE. 6. CONCRETE AND PAVER STONE WALKWAYS ARE TO MEET THE REQUIREMENTS OF THE SPECIFICATIONS. DISCOLORED WALKWAYS OR CRACKING OR CHIPPED AND BROKEN PAVER STONES AND SO FORTH SHALL BE REMOVED AND REPLACED WITH UNBLEMISHED, SOUND CONCRETE AND/OR PAVER STONES. PATTERNED, STAMPED CONCRETE AND RETAINING WALLS ARE LIKEWISE TO BE OF NEW, UNDAMAGED MATERIAL. TEMPORARY PEDESTRIAN WALKWAY AND TRAFFIC SAFETY NOTES 1. CONTRACTOR TO USE JERSEY TYPE CONCRETE BARRICADES, WOODEN/PLASTIC SAFETY BARRICADES, SAFETY BARRELS, WARNING LIGHTS, TRAFFIC CONES, APPROPRIATE SIGNAGE, FLAG-PERSONS, AND OTHER NECESSARY MEANS TO PROVIDE A SECURE WALKWAY AROUND CONSTRUCTION ACTIVITIES IN THE SIDEWALK AREAS. 2. CONTRACTOR TO FOLLOW THE GUIDANCE PROVIDED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION AND THE NEW JERSEY DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, 2019, AS AMENDED. 3. THE SAFETY CORRIDOR IS TO BE INSPECTED DAILY AND MISALIGNED SAFETY DEVICES ARE TO BE REPOSITIONED, REPAIRED, MODIFIED, SUPPLEMENTED, OR REPLACED AS NEEDED. 4. OPENINGS IN THE BARRICADES ARE TO BE PROVIDED AT ALL CROSSWALKS AND STREET INTERSECTIONS AS APPROPRIATE. 5. OPEN ACCESS IS TO BE MAINTAINED AT ALL TIMES TO FIRE HYDRANTS, THE LOCATIONS OF WHICH SHALL BE MARKED WITH FLAGGING AND/OR SIGNS. OTHER UTILITIES (VALVES, CONTROL BOXES, SHUT-OFFS, ET AL.) SHALL LIKEWISE BE MARKED. 6. CONTRACTOR SHALL ENDEAVOR TO COMPLETE ALL WORK IN RIGHT-OF-WAY AREAS AS QUICKLY AND EXPEDIENTLY AS SAFETY AND PRACTICALITY ALLOWS. AS SOON AS THE BUILDING CONSTRUCTION PERMITS, THE CONTRACTOR SHALL RESTORE THE SIDEWALK AREA INCLUDING CURBS, PAVEMENT, AND ANY OTHER DISTURBED AREAS TO THEIR FINAL CONDITION AND IN ACCORDANCE WITH ALL GOVERNING MUNICIPAL, COUNTY, AND STATE CODES AND REQUIREMENTS. THE TEMPORARY WALKWAY IS THEN TO BE COMPLETELY REMOVED AND THE NEW SIDEWALK AREA MAINTAINED IN A SAFE AND WALKABLE CONDITION. 7. DURING CONSTRUCTION OF UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY CONTRACTOR SHALL PLACE TRAFFIC CONTROL CONES AND/OR BARRICADES AT THE BEGINNING OF THE WORK DAY, WHICH ARE TO BE REMOVED AT THE END OF EACH WORK DAY. ALL EXCAVATIONS SHALL EITHER BE BACKFILLED

-OF-WAY CONTRACTOR SHALL PLACE TRAFFIC CONTROL CONES AND/OR BARRICADES AT THE BEGINNING OF THE WORK DAY, WHICH ARE TO BE REMOVED AT THE END OF EACH WORK DAY. ALL EXCAVATIONS SHALL EITHER BE BACKFILLED AND COMPACTED FLUSH TO THE PAVEMENT SURFACE OR SHALL BE COVERED WITH TRAFFIC BEARING METAL PLATES MEETING NJ D.O.T. REQUIREMENTS AND THE APPROPRIATE “CAUTION” SIGNS ERECTED. 8. FOR ALL UTILITY WORK THAT MAY DISRUPT TRAFFIC, CONTRACTOR IS TO CONTACT THE LOCAL TRAFFIC SAFETY OFFICER OR EQUIVALENT FOR GUIDANCE ON PROVIDING FLAGGERS OR TO ARRANGE TO HAVE A POLICE TRAFFIC SAFETY OFFICER AT THE SITE. 9. THE POLICE DEPARTMENT IS TO BE NOTIFIED A MINIMUM OF 96 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN THE SURROUNDING ROADWAYS. NEW JERSEY CALL BEFORE YOU DIG FOR YOUR FREE MARK-OUT 811 OR 1-800-272-1000 IT'S THE LAW! 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 PARKING REQUIREMENTS: OFFICE: 1 PER 250 SF OF GROSS FLOOR AREA= 4,666/250 = 19 SPACES REQUIRED APARTMENTS: 2 SPACES PER EVERY 2 BR APARTMENT= 3 APARTMENTS = 6 SPACES REQUIRED 2 ELECTRIC VEHICLE PARKING SPACE PROVIDED = 2 SPACE CREDIT TOTAL PARKING SPACES REQUIRED: 23 SPACES TOTAL PARKING SPACES PROVIDED: 22 SPACES (V) NOTE: UPDATED LIST OF ALL PROPERTY OWNER'S LIST TO BE PROVIDED BY ATTORNEY AS PART OF THE APPLICATION PROJECT SITE

S 61°58'0" E 130.00' S 26°22'0" W 57.50' N 61°58'0" W 130.00' N 26°22'0" E 57.50' S 26°22'0" W 67.33' N 62°02'20" W 130.00' N 26°22'0" E 67.49' AC AC AC CO 421.48 421.24 12" 1" 18 422 422 421 420 419 418 417 422 421 420 419 418 417 416 415 414 415 416 422 421 420 419 418 417 421 420 419 418 417 416 415 414 421 420 419 418 417 416 415 414 416 415 414 413 412 413 413 412 PLEASANT VALLEY WAY FF=424.59 2-Story Mixed-Use Masonry Building 1-Story Frame Dwelling FF=424.65 FF=420.72 FF=423.32 FF=417.16 FF=417.00 FF=424.50 FF=416.93 PlasticShed Plastic Shed Bituminous Driveway Bituminous Driveway Concrete Walkway Concrete Sidewalk Sign IP Found 0.05' E Light Pole Bituminous Driveway 418.77tc 418.60bc 421.89tc 420.89bc 421.61tc 421.12bc Dep. Curb Dep. Curb Dep. Curb Dep. Curb 421.86tc 421.50bc 421.98tc 421.60bc 422.10tc 421.78bc 421.42tc 421.03bc 422.03tc 421.85bc 415.44tc 415.26bc 414.33ep 412.90ep413.76ep 414.44bw 415.32tc 415.05bc 416.02tc 415.76bc 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 Concrete Walk 421.75bw 421.58bw 421.52tc 421.50bc 421.89tc 421.41bc 419.64tc 419.35bc Curb 1.0' Over N FF=420.71 421.16bw 421.36bw 420.72bw (80' WIDE R.O.W.) 421.43bw 415.42ep 413.77ep 413.21ep Bituminous Driveway Block Wall 413.81bw415.20bw 413.60bw San. Manhole 421.70 Rim 414.87 IE 8" Clay S 414.70 IE 8" Clay N San. Manhole 422.48 Rim 413.66 IE 8" Clay S 413.53 IE 8" Clay N 413.46 IE 8" Clay W WV GV Slate Patio Edge of Pavement #512Concrete Sidewalk #516 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 15.99' 6.49' 8.30' 16.65' 30.34' 29.34' 14.50' 15.43' 20.77' 7.21' 6.79' 10.37' FF=417.28 Dep. Curb 68.79' 65.15' 415 415 Point of BEGINNING 560.42' from the corner formed by the intersection of the easterly sideline Pleasant Valley Way with the southerly sideline of Eagle Rock Avenue GVGVGV WV WV Concrete CurbConcrete Curb 422.27 Rim 422.36 Rim Concrete CurbConcrete Curb Bell MH 420.52 Rim Tax Map Lot 11 Tax Map Lot 12 14.36' Light Pole Utility Pole Bus Sign 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

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. This Survey Is Certified To: 127 MITCHELL ST LLC ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- 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,