E24_01108_CompleteFiletoWOPB_6_19_25

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