E24 01108 Site Plan West Orange

200'R PROPERTY OWNERS WITHIN 200 FEET ZONING MAP NOT TO SCALE BLOCK 89 LOT 6 WEST ORANGE TOWNSHIP, ESSEX COUNTY, NEW JERSEY PRELIMINARY & FINAL MAJOR SITE PLAN TAX MAP SCALE: 1"=100' SITE LOCATION TITLE SHEET APPROVED BY: TOWNSHIP OF WEST ORANGE PLANNING BOARD P.O. BOX 5232 TOMS RIVER, N.J. 08754 TEL: 732-270-9690 FAX: 732-270-9691 www.morganengineeringllc.com CERTIFICATE OF AUTHORIZATION: 24GA28229800 “THE OWNER OR HIS/HER DESIGNATED REPRESENTATIVE SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF CONDITIONS ARE ENCOUNTERED ON-SITE CONTRARY TO THOSE DEPICTED ON THIS PLAN. THE UNDERSIGNED PROFESSIONAL SHALL BE GRANTED ACCESS TO THE SITE AND PROVIDED ADEQUATE TIME TO REVIEW AND, IF NECESSARY, AMEND THE DESIGN BASED UPON THE OBSERVED SITE CONDITIONS.” NEW JERSEYCOUNTY OF ESSEX TOWNSHIP OF WEST ORANGE LOT 6 BLOCK 89 172-174 Main Street PRELIMINARY & FINAL MAJOR SITE PLAN OWNER/APPLICANT : 172-174 MAIN STREET LLC, 172-174 MAIN STREET, WEST ORANGE, NJ 07052 KEY MAP NOT TO SCALE GENERAL NOTES: CALL TOLL FREE BEFORE YOU DIG IN NJ 811 or 1-800-272-1000 1. PROPERTY KNOWN AND DESIGNATED AS LOT 6 IN BLOCK 89 AS SHOWN ON THE TOWNSHIP OF WEST ORANGE TAX MAP, SHEET 43. 2. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY, LOT 6, BLOCK 89, TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, STATE OF NEW JERSEY," PREPARED BY MORGAN ENGINEERING AND SURVEYING, L.L.C, DATED 1/14/2025. 3. THE PURPOSE OF THIS APPLICATION IS FOR THE CONSTRUCTION OF A 3RD STORY TO THE EXISTING 2 STORY BUILDING AND CONVERT THE EXISTING COMMERCAIL USE TO A MIXED USE. THE FIRST FLOOR SHALL BE OFFICE SPACE AND THE 2 AND THIRD STORIES ARE GOING TO BE FOR RESIDENTIAL USE. 4. THE TRACT CONTAINS 0.348 Ac. = 15,176.60 S.F. 5. ELEVATIONS SHOWN ARE NAVD 1988 DATUM. 6. PROPERTY IS LOCATED IN THE B-1 ZONE. 7. NO PLANTING OR LANDSCAPING WILL BE INSTALLED WITHIN 5 FEET OF THE SEWER LATERALS. 8. SITE LOCATED WITHIN FLOOD ZONE X AS SHOWN ON THE CURRENT FIRM 34013C0111F, DATED JUNE 4, 2007. 9. PER THE STATE OF NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF GIS' NJ-GEOWEB INTERACTIVE MAPPING APPLICATION, WETLANDS DO NOT APPEAR TO EXIST ON THE SUBJECT PROPERTY. 10. DO NOT SCALE DRAWINGS WITH RESPECT TO THE LOCATION OF SURROUNDING EXISTING FEATURES. ADJACENT AND SURROUNDING PHYSICAL CONDITIONS, BUILDINGS, STRUCTURES, ETC., ARE SCHEMATIC ONLY EXCEPT WHERE DIMENSIONS

NOT SCALE DRAWINGS WITH RESPECT TO THE LOCATION OF SURROUNDING EXISTING FEATURES. ADJACENT AND SURROUNDING PHYSICAL CONDITIONS, BUILDINGS, STRUCTURES, ETC., ARE SCHEMATIC ONLY EXCEPT WHERE DIMENSIONS ARE SHOWN THERETO. 11. THIS SET OF PLANS HAS BEEN PREPARED FOR THE APPLICANT NAMED HEREON FOR THE PURPOSE OF MUNICIPAL AND REGULATORY AGENCY REVIEW AND APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION PLANS UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED. NO OTHER PURPOSE IS INTENDED OR IMPLIED. 12. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: A. CURRENT, PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. B. CURRENT, PREVAILING UTILITY COMPANY/AUTHORITY AND OWNER SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. 13. ALL DISTURBED AREAS WILL BE VEGETATIVELY STABILIZED IN ACCORDANCE WITH THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN UPON COMPLETION OF THE GRADING ACTIVITIES. 14. SOLID WASTE PICKUP IS AND WILL BE BY PRIVATE HAULER. 15. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF SITE CONDITIONS OR TOPOGRAPHY DIFFER MATERIALLY FROM THOSE PRESENTED HEREON. THE UNDERSIGNED PROFESSIONAL SHALL BE GRANTED ACCESS TO REVIEW SAID CONDITION, AND/OR RENDER THE DESIGN SHOWN HEREON TO THE APPROPRIATE MUNICIPAL, COUNTY OR STATE OFFICIAL'S AND/OR UNDERSIGNED PROFESSIONAL SATISFACTION. 16. STRUCTURAL / GEOTECHNICAL ENGINEER TO PROVIDE PLANS AND CALCULATIONS FOR ALL STRUCTURES AND FOUNDATIONS AS SHOWN ON THIS PLAN. THIS PLAN DOES NOT INCLUDE BUILDING CALCULATIONS EITHER STRUCTURAL OR GEOTECHNICAL AND THE UNDERSIGNED ASSUMES NO RESPONSIBILITY FOR THE SAME. 17. THE OWNER OR HIS REPRESENTATIVE IS TO DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR CONSTRUCTION SITE SAFETY DURING THE COURSE OF SITE IMPROVEMENTS PURSUANT TO N.J.A.C. 5:23-2.21(E) OF THE N.J. UNIFORM CONSTRUCTION CODE AND CFR 1926.32(F) (OSHA COMPETENT PERSON). MORGAN ENGINEERING, L.L.C., ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY. 18. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION AND COMPLETION OF THE APPROVED IMPROVEMENTS. 19. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY AND ALL EXISTING OBJECTS, STRUCTURES, ETC. THAT ARE IN THE WAY OF PROPOSED CONSTRUCTION, OR INDICATED AS 'TO BE REMOVED'. 20. EXISTING SEWER

R IS RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY AND ALL EXISTING OBJECTS, STRUCTURES, ETC. THAT ARE IN THE WAY OF PROPOSED CONSTRUCTION, OR INDICATED AS 'TO BE REMOVED'. 20. EXISTING SEWER LATERAL AND WATER SERVICE TO BE BE UTILIZE FOR THE BUILDING. NO NEW SERVICE CONNECTIONS ARE REQUIRED. 21. ANY CURB DEEMED IN NEED OF REPAIR BY TOWNSHIP ENGINEER SHALL BE REPLACED AS NECESSARY. FURTHERMORE THE CURB SHALL BE CUT TO THE NEAREST JOINT TO AIDE IN THE BLENDING OF NEW AND EXISTING CURB. 22. ANY SIDEWALK DEEMED IN NEED OF REPAIR BY THE TOWNSHIP ENGINEER SHALL BE REPLACED AS NECESSARY. FURTHERMORE THE SIDEWALK SHALL BE CUT TO THE NEAREST JOIN TO AIDE IN THE BLENDING OF NEW AND EXISTING SIDEWALK. 23. APPLICANT MUST COMPLY WITH THE TOWNSHIPS TREE ORDINANCE IF ANY TRESS ARE TO BE REMOVED AND/OR REPLACE. DONNA M. BULLOCK UTILITIES WITHIN 200 FEET SITE LOCATION SITE LOCATION

S 51°42'46" E 195.51' N 53°12'46" W 195.43' R=917.50' L=80.13' S 41°09'14" W 75.00' LOT 5LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. TO BE REMOVEDTO BE REMOVED PROPOSED THIRD FLOOR ADDITION TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED SIGHT TRIANGLE (14.4'x390'Rx335'L) (35 MPH) S 51°42'46" E 195.51' N 53°12'46" W 195.43' R=917.50' L=80.13' S 41°09'14" W 75.00' LOT 5LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. PROPOSED THIRD FLOOR ADDITION 18' (TYP.) 9' (TYP.) 9' (TYP.) 18' (TYP.) 5'R 5'R 30' 17.2' PROP. DEP. CURB AND TRANSITION PAVEMENT RESTORATION (TYP.) PROP. HC LIFT 8' 8' PROP. CHARGING STATION MAKE READY FOR EV (ELECTRIC VEHICLE) PROP. SITE ID SIGN 5' 15' 5'R 5'R PROP. HC SIGN SIGHT TRIANGLE (14.4'x390'Rx335'L) (35 MPH) PROP. CONC. CURB PROP. CONC. CURB PROP. PAVEMENT OVERLAY PROP. STRIPING (TYP.) RESIDENTIAL TRASH ENCLOSURE STORAGE AREA OFFICE SPACE TRASH ENCLOSURE STORAGE AREA EXISTING CONDITION AND DEMOLITION PLAN & SITE LAYOUT PLAN P.O. BOX 5232 TOMS RIVER, N.J. 08754 TEL: 732-270-9690 FAX: 732-270-9691 www.morganengineeringllc.com CERTIFICATE OF AUTHORIZATION: 24GA28229800 “THE OWNER OR HIS/HER DESIGNATED REPRESENTATIVE SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF CONDITIONS ARE ENCOUNTERED ON-SITE CONTRARY TO THOSE DEPICTED ON THIS PLAN. THE UNDERSIGNED PROFESSIONAL SHALL BE GRANTED ACCESS TO THE SITE AND PROVIDED ADEQUATE TIME TO REVIEW AND, IF NECESSARY, AMEND THE DESIGN BASED UPON THE OBSERVED SITE CONDITIONS.” NEW JERSEYCOUNTY OF ESSEX TOWNSHIP OF WEST ORANGE LOT 6 BLOCK 89 172-174 Main Street PRELIMINARY & FINAL MAJOR SITE PLAN DONNA M. BULLOCK * - EXISTING NON-CONFORMING ** - VARIANCE REQUIRED N.C. - NO CHANGE ZONE B-1 REQUIREMENTS REQUIRED EXISTING PROPOSED MAX. BUILDING HEIGHT: FEET 35 FT. 22.9 FT. 34.5 FT. STORIES 2.5 STY. 2 STY. 3 STY. ** MIN. LOT AREA NO MINIMUM 15,176.60 S.F. N.C. MIN LOT AREA PER TWO FAMILY 3,740 SF. EACH - 15,159 SF/ UNIT SF X 7 UNITS = 26,180 SF 7 = 2,165.6 ** MIN. LOT WIDTH NO MINIMUM N/A N.C. MIN. FRONT SETBACK NOT REQUIRED N/A N.C. MIN. SIDE SETBACK 6 FT. 8.6 FT. N.C. MIN. SIDE SETBACK BOTH 12 FT. 21.5 FT. N.C. MIN. REAR SETBACK 30 FT. 6.8 FT.* N.C. MAX. BUILDING COVERAGE 60% 21.8% N.C. MAX. LOT COVERAGE 75% 87.2%* N.C. BUILDING COVERAGE DESCRIPTION EXISTING PROPOSED DWELLING 3,303 S.F. N.C. BUILDING LOT COVERAGE 3,303 S.F. N.C. LOT AREA 15,176.6 S.F. TOTAL BUILDING 21.8% N.C. LOT

C. MAX. LOT COVERAGE 75% 87.2%* N.C. BUILDING COVERAGE DESCRIPTION EXISTING PROPOSED DWELLING 3,303 S.F. N.C. BUILDING LOT COVERAGE 3,303 S.F. N.C. LOT AREA 15,176.6 S.F. TOTAL BUILDING 21.8% N.C. LOT COVERAGE IMPERVIOUS COVERAGE DESCRIPTION EXISTING PROPOSED DWELLING 3,303 S.F. N.C. CONCRETE 1,698 S.F. N.C. ASPHALT 8,240 S.F. N.C. IMPERVIOUS LOT COVERAGE 13,241 S.F. N.C. LOT AREA 15,176.6 S.F. TOTAL IMPERVIOUS 87.2% N.C. LOT COVERAGE OFFICE (1ST FLOOR) REQUIREMENT: 1 PER 250 SF. PROPOSED 2,824 SF. OFFICE SPACE / 250 = 11.3 SPACE 1 BED / EFFICIENCY APARTMENT REQUIREMENT = 1.8 SPACES/UNIT PROPOSED 5 UNITS X 1.8 = 9 SPACES 2 BEDROOMS APARTMENT REQUIRED = 2 SPACES/UNIT PROPOSED 2 UNITS X 2 = 4 SPACES TOTAL PARKING REQUIREMENT = 24.3 SPACES PARKING PROVIDED: STANDARD 9' X 18' SPACES = 22 SPACES HANDICAP SPACE AND LOADING ZONE = 1 SPACE 1 EV PARKING SPACE = 2 SPACE CREDIT = 2 SPACES TOTAL SPACES PROVIDED = 25 SPACES < 24.3 OK HC PARKING REQUIREMENT FOR 25 SPACES OR LESS = 1 HC & LOADING ZONE REQUIRED AND PROVIDED. PARKING REQUIREMENTS: EXISTING CONDITION AND DEMOLITION PLAN SITE LAYOUT PLAN SITE SIGN REQUIREMENTS: FREE STANDING DUAL POST SIGN FRONT SETBACK = 5 FEET SIDE SETBACK = 15 FEET MAX AREA REQUIRED: 35 FEET SIGN AREA PROVIDED: 6 FT LONG X 5.83 FT WIDE = 35 SF HEIGHT = 8 FEET TO TOP OF SIGN OPEN SPACE BELOW SIGN = 2.17 FEET. SIGHT TRIANGLE (48.76 SF) (14.4'X390') (35 MPH) MAIN STREET LOT 6 BLOCK 89 S36°22'55"W 39.28' N53°12'46"W 2.20' N46°28'19"W 14.4.0' SIGHT TRIANGLE DETAIL L= 39.32' R=917.5' SIGHT TRIANGLE OFF-SITE (14.4'X335') (35 MPH)

S 51°42'46" E 195.51' N 53°12'46" W 195.43' R=917.50' L=80.13' S 41°09'14" W 75.00' LOT 5LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. PROPOSED THIRD FLOOR ADDITION SIGHT TRIANGLE (14.4'x390'Rx335'L) (35 MPH) S 51°42'46" E 195.51' N 53°12'46" W 195.43' R=917.50' L=80.13' S 41°09'14" W 75.00' LOT 5LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. PROPOSED THIRD FLOOR ADDITION SIGHT TRIANGLE (14.4'x390'Rx335'L) (35 MPH) GRADING AND UTILITIES PLAN & LIGHTING PLAN P.O. BOX 5232 TOMS RIVER, N.J. 08754 TEL: 732-270-9690 FAX: 732-270-9691 www.morganengineeringllc.com CERTIFICATE OF AUTHORIZATION: 24GA28229800 “THE OWNER OR HIS/HER DESIGNATED REPRESENTATIVE SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF CONDITIONS ARE ENCOUNTERED ON-SITE CONTRARY TO THOSE DEPICTED ON THIS PLAN. THE UNDERSIGNED PROFESSIONAL SHALL BE GRANTED ACCESS TO THE SITE AND PROVIDED ADEQUATE TIME TO REVIEW AND, IF NECESSARY, AMEND THE DESIGN BASED UPON THE OBSERVED SITE CONDITIONS.” NEW JERSEYCOUNTY OF ESSEX TOWNSHIP OF WEST ORANGE LOT 6 BLOCK 89 172-174 Main Street PRELIMINARY & FINAL MAJOR SITE PLAN DONNA M. BULLOCK PROPOSED FENCE EXISTING FENCE EXISTING ELECTRIC LINE EXISTING UTILITY POLE PROPOSED GAS VALVE/LINE PROPOSED WATER VALVE/LINE TEST PIT LOCATION CAPPED PIN PIN FOUND MONUMENT FOUND EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SANITARY MAIN EXISTING SANITARY MAIN PROPOSED HYDRANT PROPOSED SANITARY MANHOLE EXISTING SANITARY MANHOLE PROPOSED STORM MANHOLE EXISTING STORM MANHOLE EXISTING WATER VALVE/LINEEXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION TRAFFIC SIGN PROPOSED 'E' INLET PROPOSED CURB INLET EXISTING LIGHT FIXTURE STREET SIGN EXISTING SPOT ELEVATION EXISTING TREE LINE PROPOSED TREE LINE EXISTING GAS VALVE/LINE EXISTING CURB INLET LEGEND DRAINAGE FLOW ARROW PROPOSED SANITARY CLEANOUT EXISTING LIGHTING PLAN GRADING AND UTILITIES PLAN SANITARY SEWER FLOWS: OFFICE BUILDING @ 2,824 SF X 0.100 GAL/DAY = 282.4 GPD RESIDENTIAL 1 BEDROOM @ 150 GPD X 5 = 750 GPD RESIDENTIAL 2 BEDROOM @ 225 GPD X 2 = 450 GPD TOTAL DAILY FLOW = 1,482.4 GPD

S 51°42'46" E 195.51' N 53°12'46" W 195.43' R=917.50' L=80.13' S 41°09'14" W 75.00' LOT 5LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. PROPOSED THIRD FLOOR ADDITION SIGHT TRIANGLE (14.4'x390'Rx335'L) (35 MPH) VEHICLE CIRCULATION PLAN CONSTRUCTION DETAILS P.O. BOX 5232 TOMS RIVER, N.J. 08754 TEL: 732-270-9690 FAX: 732-270-9691 www.morganengineeringllc.com CERTIFICATE OF AUTHORIZATION: 24GA28229800 “THE OWNER OR HIS/HER DESIGNATED REPRESENTATIVE SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF CONDITIONS ARE ENCOUNTERED ON-SITE CONTRARY TO THOSE DEPICTED ON THIS PLAN. THE UNDERSIGNED PROFESSIONAL SHALL BE GRANTED ACCESS TO THE SITE AND PROVIDED ADEQUATE TIME TO REVIEW AND, IF NECESSARY, AMEND THE DESIGN BASED UPON THE OBSERVED SITE CONDITIONS.” NEW JERSEYCOUNTY OF ESSEX TOWNSHIP OF WEST ORANGE LOT 6 BLOCK 89 172-174 Main Street PRELIMINARY & FINAL MAJOR SITE PLAN DONNA M. BULLOCK DRIVEWAY APRON DETAIL ASPHALT DRIVEWAY DETAIL ACCESSIBLE PARKING STALL N.T.S. PARKING STRIPING N.T.S. PAVEMENT REPAIR N.T.S. PAVEMENT CONSTRUCTION SEQUENCE: N.T.S. MILLING AND OVERLAY DETAIL N.T.S. CONCRETE SIDEWALK N.T.S. N.T.S. BELGIUM BLOCK CURB N.T.S. MONUMENT SIGN DETAIL DEVELOPMENT NAME ADDRESS