Supporting Documentation · Jul 2, 2025
E24_01108_CompleteFiletoWOPB_6_19_25
f1764de68e07114955d8b629a740511088986a6ff7ca134811ff0be73e9905c0Indexed text
· PO BOX 5232, TOMS RIVER, NEW JERSEY 08754 (TEL.) 732.270.9690 (FAX) 732.270.9691 · June 19, 2025 Delivery via LRex - Priority Township of West Orange Planning Board 66 Main Street West Orange, New Jersey 07052 RE: PB-24-14 -172-174 Main Street (Block 89, Lot 6) Site Plan Review Advisory Board Report To whom it may concern: Enclosed please find the following materials regarding the above referenced project: Five (5) copies of the Boundary & Topographic Survey with adjacent building height & spot grades, prepared by David J. VonSteenburg, P.L.S. of Morgan Engineering & Surveying, dated January 14, 2025, last revised June 17, 2025; Five (5) copies of the site plan entitled Preliminary and Final Major Site Plan: 172-174 Main Street prepared by Donna M. Bullock, P.E. of Morgan Engineering & Surveying, dated January 21, 2025, last revised June 17, 2025; One (1) flash drive containing a digital copy of the enclosed documents The enclosed site plan has been revised in accordance with the Township of West Orange Planning Board meeting dated May 7, 2025. If you have any questions or require any additional materials, please do not hesitate to contact this office. Respectfully submitted, Donna M. Bullock, P.E Morgan Engineering, LLC P.O. Box 5232 Toms River, NJ 08754 732.270.9690 office DonnaB@MorganEngineeringLLC.com
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
RTY. 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 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.
. 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 LOCATIONS FOR SEWER LATERAL AND WATER SERVICE TO BE USED FOR THE PROPOSED BUILDING. CONTRACTOR TO VERIFY LOCATION AND SIZE PRIOR TO THE DEMOLITION OF ANY BUILDINGS. UTILITIES TO BE REPLACED IF DEEMED UNACCEPTABLE. 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 TOWNSHIPS TREE ORDINANCE IF ANY TREES ARE TO BE REMOVED OR REPLACED. 24. HOURS OF OFFICE OPERATION: 9 AM - 5 PM M-FRI.& SAT. EVERY OTHER WEEK. 25. APPLICANT SHALL CLEAN OUT EXISTING STORM WATER SYSTEM TO FUNCTION PROPERTY TO THE SATISFACTION OF THE TOWNSHIP ENGINEER. 26. THERE SHALL BE NO EXTERIOR LIGHTING ON THE BUILDING. 27. SITE DEBRIS SHALL BE CLEANED UP AND BE PROPERLY MAINTAINED FREE OF DEBRIS. 28. APPLICANT SHALL COMPLY WITH THE NOISE ORDINANCE. 29. NO PORTION OF THE BUILDING MAY BE USED AS AN EVENT SPACE. 30. NO PROPOSED LIGHTING WILL NOT HAVE ANY SPILLAGE ONTO NEIGHBOR PROPERTY. 31. PARKING AREA TO BE MILLED, REPLACE TOP COURSE AND RE STRIPE EXISTING TRENCH DRAIN GRATES TO BE RESET OR REPLACED AS NECESSARY. 32. THE FIRST FLOOR USE SHALL BE A MEDICAL OFFICE USE FOR UNIT ONE (1,436 SF) AND NO MEDICAL USE FOR COMMERCIAL UNIT 2 (1,388 SF). 33. NO PARKING SPACES SHALL BE LEASED BY OTHERS (INCLUDING TRUCKS). PARKING IS LIMITED TO PATIENTS, CUSTOMERS, RESIDENTS AND THEIR GUESTS OF THE BUILDING. 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 5 LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. TO BE REMOVEDTO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED SIGHT TRIANGLE (14.4'x390'Rx335'L) (35 MPH) N.J.S.P.C.S. LOT 12 LOT 4 LOT 3 TO BE REPLACED SIGHT TRIANGLE (14.4'x390'Rx335'L) (35 MPH) LOT 4 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 5 LOT 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 FOR ELECTRIC VEHICLE PROP. ID SIGN 5' 15' TRASH BIN AND RECYCLING STORAGE AREA 5'R 5'R CONC. PAD PROP. HC SIGN SIGHT TRIANGLE (14.4'x390'Rx335'L) (35 MPH) N.J.S.P.C.S. LOT 12 LOT 14 LOT 16 LOT 18 LOT 4 LOT 3 PROP. FENCE 33' 6' EXIST. WOOD WALL TO BE REPLACED EXISTING PAV'T TO BE MILLED & REPAVED PROP. STRIPING (TYP.) INDICATES RESIDENTIAL PARKING 4.0' 33.0' 4.0' 33.0' PROPOSED FIRE ESCAPE WITH LADDER PROPOSED FIRE ESCAPE WITH LADDER 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%
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 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 RSIS PARKING REQUIREMENTS (N.J.A.C 5:21): OFFICE (1ST FLOOR) 1 PER 250 SF. PROPOSED 2,824 SF. OFFICE SPACE / 250 = 11.3 REQUIRED PROPOSED 12 PARKING SPACES 1 BED / EFFICIENCY BEDROOM REQUIRED 1.8 PARKING SPACES PROPOSED 5 UNITS = 9 PARKING SPACES 2 BEDROOMS REQUIRED 2 PARKING SPACES PROPOSED 2 UNITS = 4 PARKING SPACES 25 PARKING SPACES REQUIRED EV CREDIT (10%) = 2.5 SPACES 23 PARKING SPACES PROVIDED TOTAL WITH EV CREDIT = 25 SPACES PARKING REQUIREMENTS: EXISTING CONDITION AND DEMOLITION PLAN SITE LAYOUT PLAN SIGN REQUIREMENTS: FRONT SETBACK = 5 FEET SIDE SETBACK = 15 FEET MAX AREA IS 35 FEET - 6 FT LONG X 5.83 FT WIDE HEIGHT = 8 FEET OPEN SPACE BELOW SIGN = 2.17 FEET. SIGHT TRIANGLE (14.4'X390'RX335'L) (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
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 5 LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. PROPOSED THIRD FLOOR ADDITION N.J.S.P.C.S. LOT 12 LOT 14 LOT 4 LOT 3 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 5 LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. PROPOSED THIRD FLOOR ADDITION N.J.S.P.C.S. LOT 12LOT 14 LOT 4 LOT 3 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: EXISTING: OFFICE BUILDING @ (2)(2,824 SF) X 0.100 GAL/DAY = 564 GPD PROPOSED: 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 5 LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. PROPOSED THIRD FLOOR ADDITION N.J.S.P.C.S. LOT 12LOT 14 LOT 4 LOT 3 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. TYPICAL DUMPSTER ENCLOSURE N.T.S. TYPICAL CONCRETE DUMPSTER PAD DETAIL N.T.S. BELGIUM BLOCK CURB N.T.S. MONUMENT SIGN DETAIL DEVELOPMENT NAME ADDRESS
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 5 LOT 10 LOT 6 BLOCK 89 MAIN STREET P.O.B. N.J.S.P.C.S. DAVID J. VON STEENBURG NEW JERSEY P.O. BOX 5232 TOMS RIVER, N.J. 08754 TEL: 732-270-9690 FAX: 732-270-9691 www.morganengineeringllc.com CERTIFICATE OF AUTHORIZATION: 24GA28229800 PREPARED FOR: MAURICE COX · · · · · · BOUNDARY AND TOPOGRAPHIC SURVEY LOT 6 BLOCK 89 TOWNSHIP OF WEST ORANGE COUNTY OF ESSEX INSTRUMENT No. 2024012862 LOT 4 LOT 3 LOT 12 LOT 14
Account No: 2267A-DB1 Morgan Engineering & Surveying Morgan Engineering & Surveying 130 Central Avenue Island Heights, NJ 08732 PRIORITY TRACKING # 27652592 Label Date: 6/19/2025 3:54 PM PRIORITY Billing Reference No: E24_01108_PlanstoWOPB_6_19_25 RECIPIENT Township of West Orange Planning Board 66 MAIN ST WEST ORANGE, NJ 07052 EX1 AFFIX THIS PART TO YOUR SHIPMENT CUT HERE CUT HERE SHIPMENT RECEIPT FOR YOUR RECORDS - LABEL DATE 6/19/2025 3:54 PM PRIORITY SERVICE TRACKING # 27652592 Account No: 2267A FROM Morgan Engineering & Surveying Morgan Engineering & Surveying 130 Central Avenue Island Heights, NJ 08732 SHIP TO Township of West Orange Planning Board 66 MAIN ST WEST ORANGE, NJ 07052 BILLING REFERENCE Billing Reference No: E24_01108_PlanstoWOPB_6_19_25 ITEM DESCRIPTION Other
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