1240815SitePlanSet Pleasant Valley Way 2025 09 11

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 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 EXIST WALK & STEPS TO BE REMOVED EXISTING 2-STORY BUILDING TO REMAIN EXISTING 1-STORY DWELLING TO BE REMOVED BACKFILL EXCAVATION TO MATCH GRADE EXIST PATIO, WALK, & STEPS TO BE REMOVED EXIST SHEDS TO BE REMOVED PROP. VEHICLE TRACKING PAD EXIST

-STORY BUILDING TO REMAIN EXISTING 1-STORY DWELLING TO BE REMOVED BACKFILL EXCAVATION TO MATCH GRADE EXIST PATIO, WALK, & STEPS TO BE REMOVED EXIST SHEDS TO BE REMOVED PROP. VEHICLE TRACKING PAD EXIST DRIVEWAY TO BE REMOVED BACKFILL TO MATCH EXISITNG EXISTING DRIVE TO BE REMOVED TOPSOIL STOCKPILE EXISTING DRIVE TO BE REMOVED EXIST FRONT WALKS & STEPS TO REMAIN TO THE FURTHEST EXTENT FEASIBLE EXISTING LIGHT & UTILITY POLE TO BE RELOCATED ANY & ALL EXISTING STRUCTURES ON LOT 12 ARE TO BE REMOVED PROP. CONSTRUCTION FENCE TO BE PLACE BEHIND SILT FENCE AREA OF DISTURBANCE: 17,507 SF 0.402 AC 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. This Survey Is Certified To: 127 MITCHELL ST

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, 07052 L:\2024\12408\1240815\AUTOCAD\SHT-4-1240815.DEMO.DWG 09/11/25 05:04:38PM, TForgione, LAYOUT:4 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.Survey FLAT FILE .No.: DEMOLITION & SOIL EROSION & SEDIMENT 1" = 20' 4 CONTROL PLAN SITE DEMOLITION NOTES 1. THE INTENT OF THE PROJECT IS TO REMOVE EXISTING CONCRETE SIDEWALK, PAVER STONES, BITUMINOUS PAVEMENT, STRUCTURAL BUILDING ELEMENTS, TREES, SOIL, VEGETATION, ROCK (BEDROCK AND/OR BOULDERS, ET AL), AND OTHER EXTRANEOUS FEATURES TO PROVIDE FOR NEW BUILDINGS SITE AMENITIES SUCH AS BUILDING STRUCTURES, NEW CONCRETE SIDEWALK, RETAINING WALLS, DRIVEWAYS, AND OTHER IMPROVEMENTS. 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

. 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. CONTRACTOR IS TO MAINTAIN REQUIRED INSURANCE COVERAGE IN THE EVENT OF SUCH SITUATIONS. 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/OR 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, MUNICIPAL 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. ALL UTILITY CONNECTIONS SHOWN HEREON ARE APPROXIMATE BASED UPON SURFACE STRUCTURES VISIBLE ON THE DATE OF THE FIELD SURVEY. LOCATION OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS SHOULD BE VERIFIED AND FIELD MARKED BY THE APPROPRIATE UTILITY AUTHORITY PRIOR TO EXCAVATION AND/OR CONSTRUCTION. ANY DEVIATION IN LOCATION, DEPTH, OR SIZE OF UTILITIES SHOULD BE REPORTED TO THE SURVEYOR AND ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS TO USE THE “CALL-BEFORE-YOU-DIG” SYSTEM (1-800-272-1000 OR 811) IN CONJUNCTION WITH EXPLORATORY TEST PITS OR OTHER MEANS OF UNDERGROUND

O THE SURVEYOR AND ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS TO USE THE “CALL-BEFORE-YOU-DIG” SYSTEM (1-800-272-1000 OR 811) IN CONJUNCTION WITH EXPLORATORY TEST PITS OR OTHER MEANS OF UNDERGROUND EXAMINATION. 10. 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 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. 11. EXISTING UTILITIES THAT ARE TO BE ABANDONED ARE TO BE REMOVED IN THEIR ENTIRETY AND CUT OFF AND CAPPED AT THE SOURCE (SUPPLY MAIN, POWER POLE, ETC.) UNLESS DIRECTED OTHERWISE IN WRITING BY THE RESPECTIVE UTILITY AUTHORITY. TERMINATION AND CAPPING OF EXISTING UTILITIES SUBJECT TO THE REVIEW AND REQUIREMENTS OF THE MUNICIPAL ENGINEER, CONSTRUCTION CODE OFFICIAL, OTHER GOVERNMENT AGENCIES, UTILITY AUTHORITIES, PRIVATE SUPPLIERS, OR OTHER JURISDICTIONS AS APPROPRIATE. 12. EXTRA CARE IS TO BE TAKEN TO PREVENT DAMAGE TO EXISTING STORM DRAINAGE PIPE AND STRUCTURES, MANHOLES, SANITARY SEWERS, AND ALL OTHER UTILITIES THAT ARE TO REMAIN AND/OR POSSIBLY RE-PURPOSED FOR THE PROJECT. EXTRA CARE SHALL BE TAKEN PROTECT ALL ABOVE AND UNDERGROUND UTILITIES. TREES TO REMAIN SHALL BE PROTECTED BY CONSTRUCTION FENCING AS PER SOIL EROSION AND SEDIMENT CONTROL REQUIREMENTS. CONSTRUCTION MACHINERY IS NOT TO BE DRIVEN OVER ROOT SYSTEMS NOR IS MACHINERY, EQUIPMENT, OR CONSTRUCTION MATERIAL TO BE STORED ON TOP OF ROOT SYSTEM OR AGAINST TREE TRUNKS AND CANOPIES. SOIL IS NOT TO BE REMOVED FROM ABOVE ROOT SYSTEMS NOR IS SOIL TO BE STOCKPILED OVER ROOT SYSTEM. 13. 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. 14. THE CONTRACTOR IS TO PLACE AN APPROVED GROUND ANCHORED CONSTRUCTION FENCE (CHAIN LINK OR EQUIVALENT) AROUND THE ACTIVE PROJECT SITE WITH LOCKABLE

TO SAFELY DIRECT PEDESTRIANS AROUND THE WORK AREA. 14. THE CONTRACTOR IS TO PLACE AN APPROVED GROUND ANCHORED CONSTRUCTION FENCE (CHAIN LINK OR EQUIVALENT) AROUND THE ACTIVE PROJECT SITE WITH LOCKABLE GATES. FENCE IS TO BE MAINTAINED AND ADJUSTED AS NECESSARY DURING CONSTRUCTION. POST CAP TENSION BAND TENSION BAR CORNER/END POST PRE INSERTED FABRIC SLOTS TENSTION WIRE CONSTRUCTION FENCE WITH SCREENING DETAIL NTS FENCING BASE 6-FT MAX NOTE: CONSTRUCTION FENCE TO BE INSTALLED ON THE PROPERTY/LIMIT OF WORK LINE. SEDIMENT CONTROL FENCE WILL BE INSTALLED INSIDE THE CONSTRUCTION FENCE 1 3/4" MIN. OD BASE 2" SPACE 3" TO 4" SPACE FOR HANDLING. MIN. WEIGHT 7 LBS. PLASTIC OR RUBBER, 7 1/2" MIN. OD 14" MIN. 28" MIN. TRAFFIC CONES N.T.S. TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR. BASES MAY BE OF BREAKAWAY BALLASTED TYPE. MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON APPROVAL OF THE ENGINEER. 6" SILVER (WHITE) REFLECTIVE SHEETING, ASTM D-4956 TYPE III. 4" SILVER (WHITE) REFLECTIVE SHEETING, ASTM D-4956 TYPE III. CONSTRUCTION FENCE PANELS W/ SCREENING (SAND BAGS) CONSTRUCTION FENCE GATES W/ SCREENING SILT FENCE