240917_40 ERW Full Civil Set

200' EAGLE RIDGE WAY R-1 DISTRICT R-C DISTRICT PURD DISTRICT PIQ LOT 20.03 200' EAGLE RIDGE WAY PIQ Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C.Engineering& Design, Engineering & Design Architecture, LandscapeArchitecture, 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 © 2024. 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 2024\24006174A\Engineering\Site Plans\C-CVER1.dwg\C-X.XX-40 ERW COVER By: JWAGNER R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNINGAPPROVED: _______________________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 THE WAYMAKER LLC PROPOSED RESIDENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 8 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER:

dcliff Lake, NJ 07677 845.352.0411 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as OF 8 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 COVER SHEET 1 PRELIMINARY & FINAL MAJOR SITE PLAN FOR 40 EAGLE RIDGE WAY THE WAYMAKER LLC PROPOSED RESIDENTIAL IMPROVEMENTS BLOCK 106, LOT 20.03 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 OVERALL LAYOUT & PHASING PLAN 4 GRADING & DRAINAGE PLAN 5 LANDSCAPE PLAN 6 SOIL EROSION & SEDIMENT CONTROL PLAN 7 CONSTRUCTION DETAILS 1 8 CONSTRUCTION DETAILS 2 200' 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

G EAGLE RIDGE (50') WAY PAVEMENT TO BE REMOVED 6,453 SF (± 0.14 ACRES) PILLARS TO BE REMOVED AND RELOCATED (TYP. OF 4) T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. EXISTING SILT FENCE TO BE REMOVED (TYP.) EXISTING 36" ELLIPTICAL PIPE TO BE CUT AND PARTIALLY REMOVED T.B.R. T.B.R. EXISTING TREE PREVIOUSLY REMOVED IN ACCORDANCE WITH PERMIT DATED 2/20/24 Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C.Engineering& Design, Engineering & Design Architecture, LandscapeArchitecture, 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 © 2024. 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 2024\24006174A\Engineering\Site Plans\C-DEMO.dwg\C-X.XX-DEMOLITION-40 By: JWAGNER R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNINGAPPROVED: _______________________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 THE WAYMAKER LLC PROPOSED RESIDENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 8 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 DEMOLITION PLAN 2 LEGEND T.B.R. = ITEMS TO BE REMOVED = ITEMS TO REMAIN = TO BE REMOVED = PAVEMENT 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, 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,

TE 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 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

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 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

ECESSARY 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 N S E W NORTH 20 20 40 SCALE : 1" = 20' 0 SELECT LINEAR UNIT OF MEASURE = SAWCUT LINE

EAGLE RIDGE (50') WAY D 25 FT SIDE YARD SETBACK 25 FT SIDE YARD SETBACK 50 FT REAR YARD SETBACK 40 EAGLE RIDGE WAY LOT 20.03 PROPOSED PERVIOUS PAVER DRIVEWAY (TYP.) PROPOSED 6 FT HIGH FENCE (TYP) PROPOSED BELGIAN CURB (TYP.) PROPOSED SWING GATE (TYP) PROPOSED LIMITS OF SUBSURFACE INFILTRATION BASIN PROPOSED CURTAIN DRAIN POOL HOUSE PREVIOUSLY CONSTRUCTED PENDING FINAL APPROVAL LIMITS OF PREVIOUSLY CONSTRUCTED INFILTRATION SYSTEM PROPOSED PORCELAIN WALKWAY 40 FT FRONT YARD SETBACK PROPOSED DEPRESSED CURB PROPOSED SINGLE CHAMBER OUTLET CONTROL STRUCTURE PROPOSED 6' X 5' SCOUR HOLE TWO TIER RETAINING WALL PROPOSED ROOF DRAIN (TYP.) PROPOSED 4' MANHOLE Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C.Engineering& Design, Engineering & Design Architecture, LandscapeArchitecture, 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 © 2024. 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-LAYT1 2024\24006174A\Engineering\Site Plans\C-LAYT1.dwg\C-X.XX-LAYOUT-40 By: JWAGNER R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNINGAPPROVED: _______________________CITY PLANNING COMMISSION_______________________CHAIRMAN ATTEST: ______________________________________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS +

______________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 THE WAYMAKER LLC PROPOSED RESIDENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 8 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 LEGENDEXISTING PROPOSED PROPERTY LINE EDGE OF PAVEMENT CURB DEPRESSED CURB CURTAIN DRAIN SOD FENCES TREELINE ROADWAY SIGNS BACK FACE 20 20 40 SCALE : 1" = 20' 0 Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) LAYOUT PLAN 3 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' 2 STORIES / <35' 2 STORIES / <35' MIN. LOT AREA 80,000 SF 90,087 SF 90,087 SF MIN. LOT AREA PER UNIT 1 80,000 SF 79,170 SF (ENC) 79,170 SF (ENC) MIN. LOT WIDTH 150 FT 253.5 FT 253.5 FT MIN. FRONT YARD 40 FT 94.3 FT 94.3 FT MIN. SIDE FRONT YARD-CORNER LOT 40 FT N/A N/A MIN. SIDE YARDS 25 FT + 25 FT 25.3 FT + 50.9 FT 25.3 FT + 50.9 FT MIN. REAR YARD 50 FT 184.6 FT 184.6 FT MAX. BUILDING COVERAGE 1 20% 9.68% NO CHANGE MAX. LOT COVERAGE 1 30% 35.47% (ENC) 24.08% (ENC) MIN. SPACING BETWEEN BUILDINGS 15 FT N/A 34 FT 1. CALCULATED REDUCED LOT AREA EXCLUDING 6,592 SF OF STEEP SLOPE AREAS. 2. (ENC) = EXISTING NONCONFORMITY. 3. THE PROJECT DOES NOT PROPOSE ANY VARIANCES. 25-8 SUPPLEMENTAL PROVISIONS ITEM PERMITTED EXISTING PROPOSED MINIMUM ACCESSORY STRUCTURE / OFF-STREET PARKING SETBACK 5 FT N/A 28.3 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 25.3 FT 25.3 FT PRIVATE RECREATION FACILITY REAR YARD SETBACK 10 FT 99.5 FT 99.5 FT MINIMUM DISTANCE BETWEEN ACCESSORY BUILDING & PRINCIPAL BUILDING 15 FT N/A 34 FT MAXIMUM ACCESSORY BUILDING HEIGHT 1.5 STORIES

.3 FT PRIVATE RECREATION FACILITY REAR YARD SETBACK 10 FT 99.5 FT 99.5 FT MINIMUM DISTANCE BETWEEN ACCESSORY BUILDING & PRINCIPAL BUILDING 15 FT N/A 34 FT MAXIMUM ACCESSORY BUILDING HEIGHT 1.5 STORIES / 15 FT N/A 1.5 STORIES / 15 FT MAXIMUM ACCESSORY BUILDING REAR YARD COVERAGE 33.33% N/A 5.13% 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 N/A 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 N S E W NORTH PROPOSED CONDITIONS INCLUDES POOL HOUSE AND POOL PREVIOUSLY CONSTRUCTED UNDER A SEPARATE BUILDING PERMIT. THIS CONCEPT IS FOR BLOCK 106, LOTS 20.03. 1. TOTAL TRACT AREA OF THE PARCEL IS 90,087 SF (2.06 AC) 2. EXISTING ZONE - R-1 DISTRICT (ONE-FAMILY DWELLINGS ON 80,000 SF LOTS) PROPOSED ZONE - NO CHANGE 3. APPLICANT/OWNER : THE WAYMAKER LLC 40 EAGLE RIDGE WAY TOWNSHIP OF WEST ORANGE, NJ 07052 4. ENGINEER: COLLIERS ENGINEERING & DESIGN CT, P.C. 300 TICE BOULEVARD SUITE 101 WOODCLIFF LAKE, NJ 07677 5. BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY OMLAND & OSTERKORN, INC., DATED MAY 22, 2024. 6. THIS PLAN WAS PREPARED FOR THE PURPOSE OF DEPICTING A POTENTIAL LAYOUT ON THIS PROPERTY AND WAS COMPLETED WITHOUT THE BENEFIT OF DETAILED ENGINEERING AND ENVIRONMENTAL EVALUATIONS, LOCAL CODE REVIEW AND STORMWATER MANAGEMENT CONTROLS. ADDITIONAL DUE DILIGENCE WILL BE REQUIRED TO ENSURE THE DEPICTED CONCEPT IS CONSTRUCTIBLE. THE GROSS SQUARE FOOTAGE (GSF) SHOWN IS NOT GUARANTEED AND MAY REQUIRE REDUCTION AS FUTURE EVIDENCE IS DISCOVERED THROUGHOUT THE REVIEW AND APPROVAL PROCESS. AS SUCH THIS PLAN IS FOR CONCEPTUAL PURPOSES ONLY AND NOT FOR CONSTRUCTION. GENERAL NOTES PERVIOUS PAVERS