251203_42 ERW Full Set

EAGLE RIDGE WAY R-1 DISTRICT R-C DISTRICT PURD DISTRICT SITE 200' LOT 24.01 EAGLE RIDGE WAY SITE 200' 200' PROPERTY OWNER LIST* N S EW NORTH ZONING DISTRICT TABLE R-1 SINGLE FAMILY RESIDENTIAL DISTRICT R-C RESIDENTIAL CLUSTER DISTRICT PURD PLANNED UNIT RESIDENTIAL DEVELOPMENT DISTRICT COVER SHEET 1 PRELIMINARY & FINAL MAJOR SITE PLAN FOR 42 EAGLE RIDGE WAY WAYSTONE REALTY LLC PROPOSED RESIDENTIAL DEVELOPMENT BLOCK 106, LOT 24.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY N S EW NORTH PREPARED BY: COLLIERS ENGINEERING & DESIGN, INC. 300 TICE BOULEVARD, SUITE 101 WOODCLIFF LAKE, NJ 07677 200 200 SCALE : 1" = 200' 0200 200 SCALE : 1" = 200' 0 AERIAL MAP TAX & ZONING MAP SOURCE: NJTaxMaps.comSOURCE: GOOGLE EARTH INDEX OF SHEETS SHT. No. DRAWING TITLE 1 COVER SHEET 2 DEMOLITION PLAN 3 LAYOUT PLAN 4 GRADING & DRAINAGE PLAN 5 UTILITY PLAN 6 LANDSCAPE PLAN 7 SOIL EROSION & SEDIMENT CONTROL PLAN 8 CONSTRUCTION DETAILS 1 9 CONSTRUCTION DETAILS 2 Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C. Engineering & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-CVER1-42 2024\24006174A\Engineering\Site Plans\C-CVER1-42.dwg\C-X.XX-42 ERW COVER (2) By: MICHAELA.NICODEMO R REVIEWED

ERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-CVER1-42 2024\24006174A\Engineering\Site Plans\C-CVER1-42.dwg\C-X.XX-42 ERW COVER (2) By: MICHAELA.NICODEMO R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________CITY PLANNING COMMISSION _______________________CHAIRMAN ATTEST: _______________________ _______________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY & FINAL MAJOR SITE PLAN WAYSTONE REALTY LLC PROPOSED RESIDENTIAL DEVELOPMENT BLOCK 106, LOT 24.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 10/18/2024 MMN JF 24006174A 1 12/20/24 MMN REVISED TO PROVIDE ADDITIONAL DETAIL 2 7/1/25 MMN REVISED GRADING 3 12/03/25 MMN REVISED PER GEOTECHINICAL INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ FOR PTH WOODCLIFF LAKE 300 Tice Boulevard Suite 101 Woodcliff Lake, NJ 07677 845.352.0411 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as of 9 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 PLANNING BOARD CHAIRMAN PLANNING BOARD SECRETARY TOWNSHIP ENGINEER DATE DATE DATE

FF 627.00 628.10 626.22 FF 628.13 GF 626.16GF 626.19 GF 626.18 GF 626.22 NEW JERSEY STATE HIGHWAY INTERSTATE ROUTE 280 EAGLE RIDGE (50') WAY Inlet Gr. 626.27 Inv. 623.62 Inv. 623.57 Gr. 625.99 Inv. 624.29 Inv. 623.99 GRAVEL & STOCKPILED MATERIALS TO BE REMOVED (± 1.19 ACRES) LIMIT OF SAWCUT (TYP.) APPROX. 5,766 SF STRUCTURE PREVIOUSLY REMOVED T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. APPROX. 4,997 SF DRIVEWAY PREVIOUSLY REMOVED EX. FENCE TO BE REMOVED (TYP.) 618 617 616 614 613 612 611 610 609 DRAINAGE DITCH Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C. Engineering & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-DEMO-42 2024\24006174A\Engineering\Site Plans\C-DEMO-42.dwg\C-X.XX-DEMOLITION-42 By: MICHAELA.NICODEMO R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________CITY PLANNING COMMISSION _______________________CHAIRMAN ATTEST: _______________________ _______________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY & FINAL MAJOR SITE PLAN WAYSTONE

_____CHAIRMAN ATTEST: _______________________ _______________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY & FINAL MAJOR SITE PLAN WAYSTONE REALTY LLC PROPOSED RESIDENTIAL DEVELOPMENT BLOCK 106, LOT 24.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 10/18/2024 MMN JF 24006174A 1 12/20/24 MMN REVISED TO PROVIDE ADDITIONAL DETAIL 2 7/1/25 MMN REVISED GRADING 3 12/03/25 MMN REVISED PER GEOTECHINICAL INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ FOR PTH WOODCLIFF LAKE 300 Tice Boulevard Suite 101 Woodcliff Lake, NJ 07677 845.352.0411 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as of 9 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 DEMOLITION PLAN 2 N S E W NORTH 30 30 60 SCALE : 1" = 30' 0 SELECT LINEAR UNIT OF MEASURE LEGEND T.B.R. = ITEMS TO BE REMOVED = ITEMS TO REMAIN = TO BE REMOVED = PAVEMENT TO BE REMOVED = GRAVEL AREA TO BE REMOVED 1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.) AND SHALL CONTACT DIG SAFE NY PRIOR TO COMMENCING ANY DEMOLITION/CONSTRUCTION. 2. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR SHALL ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 3. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK OF THIS PROJECT SHALL BE RAISED WITH ENGINEER, IN WRITING AND RESPONDED TO BY ENGINEER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY. 4. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A. OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION. B. NOTIFYING, AT A MINIMUM,

NTRACTOR IS RESPONSIBLE FOR/TO: A. OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION. B. NOTIFYING, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL DEPARTMENT OF PUBLIC WORKS, 72 HOURS PRIOR TO START OF WORK. C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL DIG SAFE NY FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. E. LOCATING AND PROTECTING ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. F. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. G. ARRANGING FOR AND COORDINATING WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE THE UTILITY ENGINEER AND OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING “OFF-PEAK” HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. WORK REQUIRED TO BE DONE “OFF-PEAK” SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY CEASE ALL WORK AND NOTIFY THE OWNER AND ENGINEER OF THE DISCOVERY OF SUCH MATERIALS. 5. THE FIRM OR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 6. THE CONTRACTOR SHALL PROVIDE ALL THE “MEANS AND METHODS” NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE

IC AND CONTRACTOR SAFETY. 6. THE CONTRACTOR SHALL PROVIDE ALL THE “MEANS AND METHODS” NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. SUCH REPAIRS SHALL BE PERFORMED AT THE CONTRACTOR'S SOLE EXPENSE. 7. THE CONTRACTOR SHALL NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE UNLESS IT IS IN STRICT ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND/OR UNDER THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 8. CONTRACTOR SHALL BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL SHALL BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS, AND SHALL BE SUFFICIENTLY COMPACTED TO SUPPORT NEW IMPROVEMENTS AND IN COMPLIANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. BACKFILLING SHALL OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES, AND SHALL BE DONE SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES SHALL BE GRADED TO PROMOTE POSITIVE DRAINAGE. 9. CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT WRITTEN PERMISSION OF THE OWNER AND ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. 11. THE CONTRACTOR SHALL USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR “PRE-DEMOLITION” CONDITION. 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS

NTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR “PRE-DEMOLITION” CONDITION. 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. CONTRACTOR IS RESPONSIBLE FOR SITE JOB SAFETY, WHICH SHALL INCLUDE BUT NOT LIMITED TO THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING AND OTHER APPROPRIATE SAFETY ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITY. 14. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION AS TO THE MEANS AND METHODS TO BE USED TO ACCOMPLISH THAT WORK. ALL MEANS AND METHODS UTILIZED ARE TO BE IN STRICT ACCORDANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. THE CONTRACTOR SHALL MAINTAIN RECORDS TO DEMONSTRATE PROPER DISPOSAL ACTIVITIES, TO BE PROVIDED TO THE OWNER UPON REQUEST. 16. CONTRACTOR SHALL MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT SHALL BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER, AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK. 17. GC IS RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS, PAVEMENT, DRAINAGE STRUCTURES, ETC. WHICH ARE TO REMAIN. GC WILL BE RESPONSIBLE FOR REPAIRING DAMAGE DONE TO THE AFOREMENTIONED ITEMS. THE REPAIR SHALL RESTORE SUCH TO A CONDITION EQUIVALENT TO OR BETTER THAN THE EXISTING CONDITIONS AND IN ACCORDANCE WITH ALL APPLICABLE CODES. DEMOLITION NOTES = SAWCUT LINE STEEP SLOPE CALCULATIONS SLOPE AREA REDUCTION FACTOR ADJUSTED AREA 0.00-9.99% 120,714 SF 1.0 120,714 SF 10.00-14.99% 99,754 SF 0.6 5,852 SF 15.00-19.99% 3,108 SF 0.4 1,243 SF 20.00-24.99% 191 SF 0.2 38 SF SF 25.00%+ 851 SF 0.0 0 SF TOTAL ADJUSTED AREA: 127,847 SF

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X NEW JERSEY STATE HIGHWAY INTERSTATE ROUTE 280 EAGLE RIDGE (50') WAY 40 FT FRONT YARD SETBACK 40 FT FRONT YARD SETBACK 50 FT REAR YARD & ANIMAL KEEPING SETBACK 25 FT SIDE YARD SETBACK 25 FT SIDE YARD SETBACK 50 FT ANIMAL KEEPING SETBACK 50 FT ANIMAL KEEPING SETBACK 50 FT ANIMAL KEEPING SETBACK 50 FT ANIMAL KEEPING SETBACK X X X 21' PROPOSED PERVIOUS PAVERS (TYP.) 7' PROPOSED SWING GATE (TYP.) PROPOSED PERMIABLE HORSE ARENA FOOTING SYSTEM (TYP) PROPOSED 4 FT HIGH SPLIT RAIL FENCE (TYP) PROPOSED CURB (TYP.) 50.5' X X X X X X X X X X X X X X X X X X X X 13.5' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 75' 150' 75.15' 106.67' 47.74' 61.05' 139.09' 27.74' PROPOSED GRAVEL PATHWAY (TYP.) 103.99' PROPOSED GRASS PADDOCK T T X X X X X X X X X X X X X X X X X X X X X X 50.54' 50.5' 71.73' 70.58' 10' PROPOSED COMPOSTING FACILITY X X X X X X X X X X X X X X X X X X X X X X 82.97' PROPOSED GRASS PADDOCK PROPOSED GRASS PADDOCK 51.19' PROPOSED RETAINING WALL (TYP) PROPOSED PAVEMEMT (TYP.) 10' 7' PROPOSED LAWN AREA (TYP) PROPOSED RETAINING WALL (TYP) 18' 10' 10' X PROPOSED FLUSH CURB (TYP) 10' CURB TAPER (TYP.) LEGENDEXISTING PROPOSED TRAVERSE LINE, CENTER LINE OR BASELINE (LABEL AS SUCH) RIGHT OF WAY LINE PROPERTY LINE EDGE OF PAVEMENT CURB DEPRESSED CURB SIDEWALK FENCES TREELINE ROADWAY SIGNS X X 13+0012+00 BACK FACE 30 30 60 SCALE : 1" = 30' 0 SELECT LINEAR UNIT OF MEASURE LAYOUT PLAN 3 N S E W NORTH TABLE OF BULK REQUIREMENTS TOWNSHIP OF WEST ORANGE, ZONE: R-1 (ONE-FAMILY DWELLINGS ON 80,000 SF LOTS) ITEM PERMITTED EXISTING PROPOSED MAX. BUILDING HEIGHT 21 2 STORIES / 35' N/A 2 STORIES / 34.90' MIN. LOT AREA 80,000 SF 134,618 SF 134,618 SF MIN. LOT AREA PER UNIT 1 80,000 SF 127,847 SF 127,847 SF MIN. LOT WIDTH 150 FT 328.2 FT 328.2 FT MIN. FRONT YARD 40 FT N/A 50.54 FT MIN. SIDE FRONT YARD-CORNER LOT 40 FT N/A N/A MIN. SIDE YARDS 25 FT + 25 FT N/A 50.50 FT + 50.50 FT MIN. REAR YARD 50 FT N/A 103.99 FT MAX. BUILDING COVERAGE 1 20% N/A 16.73% MAX. LOT COVERAGE 1 30% N/A 28.69% MINIMUM SPACING BETWEEN BUILDINGS N/A N/A N/A 1 CALCULATED USING THE STEEP SLOPES REDUCED LOT AREA 25-8 SUPPLEMENTAL PROVISIONS ITEM PERMITTED EXISTING PROPOSED MINIMUM ACCESSORY STRUCTURE / OFF-STREET PARKING SETBACK 5 FT N/A 7.00 FT ACCESSORY USES WITHIN MINIMUM REQUIRED FRONT YARD OR SIDE YARD NOT PERMITTED N/A

L PROVISIONS ITEM PERMITTED EXISTING PROPOSED MINIMUM ACCESSORY STRUCTURE / OFF-STREET PARKING SETBACK 5 FT N/A 7.00 FT ACCESSORY USES WITHIN MINIMUM REQUIRED FRONT YARD OR SIDE YARD NOT PERMITTED N/A N/A PRIVATE RECREATION FACILITY SIDE YARD SETBACK 25 FT N/A 50.50 FT PRIVATE RECREATION FACILITY REAR YARD SETBACK 10 FT N/A 103.99 FT MINIMUM DISTANCE BETWEEN ACCESSORY BUILDING & PRINCIPAL BUILDING 15 FT N/A N/A MAXIMUM ACCESSORY BUILDING HEIGHT 1.5 STORIES / 15 FT N/A N/A MAXIMUM ACCESSORY BUILDING REAR YARD COVERAGE 33.33% N/A N/A ACCESSORY BUILDING USED AS LIVING OR SLEEPING QUARTERS NOT PERMITTED N/A N/A WALLS AND FENCES NOT MORE THAN 50% SOLID OR OVER 4 FT HIGH ANYWHERE ON THE PROPERTY PERMITTED N/A PROPOSED SOLID WALLS AND FENCES NOT HIGHER THAN 6 FT PERMITTED IN THE REAR YARD AND ON THE SIDE PROPERTY UP TO THE REAR PROPERTY LINE, IF THE DISTANCE ON EACH SIDE OF THE FENCE IS MORE THAN 5 FT TO EACH ADJACENT HOUSE THE FENCE MAY BE LOCATED UP TO THE FRONT OF THE HOUSE. PERMITTED N/A PROPOSED 25-9.2 HOUSING OF ANIMALS ITEM PERMITTED EXISTING PROPOSED MINIMUM LOT AREA FOR HOUSING OF ANIMALS 2 AC N/A 3.09 AC BUILDING FOR THE HOUSING OF ANIMALS ACCESSORY N/A MAIN BUILDING (W) MAXIMUM NUMBER OF ANIMALS PER BUILDING 3 N/A 4 (W) MINIMUM SETBACK OF BUILDING HOUSING ANIMALS 50 FT N/A 50.50 FT 10-12 KEEPING OF ANIMALS & BIRDS ITEM PERMITTED EXISTING LOT 24.01 MINIMUM DISTANCE BETWEEN A FACILITY RELATED TO ANIMALS AND THE MAIN BUILDING OR ANY LOT LINE 50 FT N/A 50.50 FT MINIMUM LOT AREA FOR MAINTAINING A HORSE 2 AC N/A 3.09 AC ANIMALS OR BIRDS EXCEPT THOSE WHICH QUALIFY AS PETS KEPT IN ANY BUILDING OCCUPIED BY HUMANS NOT PERMITTED N/A PROPOSED (W) 1 (W) = WAIVER 1 (W) = WAIVER Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C. Engineering & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET

RECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-LAYT-42 2024\24006174A\Engineering\Site Plans\C-LAYT-42.dwg\C-X.XX-LAYOUT-42 By: MICHAELA.NICODEMO R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________CITY PLANNING COMMISSION _______________________CHAIRMAN ATTEST: _______________________ _______________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY & FINAL MAJOR SITE PLAN WAYSTONE REALTY LLC PROPOSED RESIDENTIAL DEVELOPMENT BLOCK 106, LOT 24.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 10/18/2024 MMN JF 24006174A 1 12/20/24 MMN REVISED TO PROVIDE ADDITIONAL DETAIL 2 7/1/25 MMN REVISED GRADING 3 12/03/25 MMN REVISED PER GEOTECHINICAL INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ FOR PTH WOODCLIFF LAKE 300 Tice Boulevard Suite 101 Woodcliff Lake, NJ 07677 845.352.0411 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as of 9 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 GRAVEL PATHWAY PERVIOUS PAVERS PERMIABLE HORSE FOOTING PAVEMENT