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S-2005-1.7Z� I g L0 oW J N I f 0 00 PP PO PLUG PIPE END WITH CONCRETE AND FILL IN EXIST. MH TO FORM SMOOTH FLOW THRU CHANNEL ms CONTRACT NO. 7 -IC HAWAII y 02 0 2 Z 2 O E MARYLAND CIR. HAMpSHiRE 22� Ooy� 6 Off' MISSOURI �z 2� N E� � GNPNN ' N GR �— \o 2m \ ti 9� Q v Q 7 y 0 r 2 N�� �Rp,Cl N s •m 2� p7l\ z. to VIA V s� 0 CO-) O To o c Sol. y� 9 2 D z JC NOTE: ONLY EXISTING SEWERS ARE SHOWN ON THIS SHEET. SEE RESPECTIVE PLAN AND PROFILE SHEETS FOR NEW SEWERS TO BE CONSTRUCTED UNDER THIS PROJECT. /Q V CONSTRUCTION NOTES 18 ABANDON EXISTING 33 -INCH SEWER. PLUG ENDS WITH CONCRETE AND FILL PIPE WITH SAND - CEMENT SLURRY OR LOW DENSITY CELLULAR CONCRETE PER SPECIFICATIONS. REMOVE TOP 5 -FEET OF MANHOLES, BREAK HOLES IN BASE AND FILL WITH SAND. SEE DETAIL 4 ON SHEET 6. 17 ABANDON EXISTING 18 -INCH SEWER. PLUG ENDS WITH CONCRETE AND FILL PIPE WITH SAND - CEMENT SLURRY OR LOW DENSITY CELLULAR CONCRETE PER SPECIFICATIONS. REMOVE TOP 5 -FEET OF MANHOLES, BREAK HOLES IN BASE AND FILL WITH SAND. SEE DETAIL 4 ON SHEET 6. LEGEND )oo of SEWER TO BE ABANDONED IN PLACE. NORTHERLY TRUNK SEWER TO BE ABANDONED A CONES NOT REMOVE„ NO' N:A CONES NOT REMOVED ABANDON MH. PER DETAIL 4 ON SHEET 5 CONTINUE ABANDONMENT OF 18" AND 33" SEWERS TO MANHOLES ON CINNAMON STREET ORANGE COUNTY SANITATION DISTRICT E 449 , 11 = Corey RECORD OR.4 `l IMO 1501 QUAIL STREET NEWPORT BEACH, CA 92658 (949) 476 -3300 THESE RECORD DRAWOM HAVE BEEN PREPARED BASED IN PART ON INFORMAT11ON PROVIDED BY CONTRACTORS AND OCSD INSPECTORS rol APPROVED I DATE LIMITS OF WORK SCHEMATIC