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S-2005-2.7
W r• It wl J LL l W r- N V7 O 0 TN^^ Vl a u a k iH 0 a 0 n i vb 0 ,J, m N Em i� 's EyyyVVVVS �T N �o V� 1 olf SHANNON LANE 11 +00 12 +00 CONSTRUCf10N� pt CONSTRUCT 8 -INCH VCP WITH TYPE 11 BEDDING. 21 ABANDON EXISTING 8 -INCH CMSD SEWER AND MANHOLES. PLUG ENDS WITH CONCRETE AND FILL PIPE WITH 1 SACK SAND- CEMENT SLURRY OR LOW DENSITY CELLULAR CONCRETE. REMOVE TOP 5 FEET OF MANHOLES, BREAK HOLES IN BASE AND FILL WITH SAND. SEE DETAIL 3 ON SHEET 11. ® REMODEL EXISTING MANHOLES AND CONSTRUCT NEW MANHOLE PER DETAIL 2 ON SHEET 10. 35 REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING 10 -INCH OCSD SEWER FORCE MAIN. PLUG ENDS WITH CONCRETE. 40 RECONSTRUCT HOUSE LATERIAL TO CONNECT TO NEW SEWER PER CMSD STD. DWG. S -104. 13 +00 COLLEGE AVENUE PROFILE SCALE HORIZONTAL 1 " -40' VERTICAL 1' -4' 14 +00 5© PRIOR TO CONSTRUCTION OF SEWER EXCAVATION THE CONTRACTOR SHALL REPLACE THE EXISTING WATER MAINS OVER SEWER EXCAVATION WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH IMPORTED SAND BACKFILL MATERIAL 12" AROUND THE PIPE. THE LENGTH OF THE NEW PIPE SHALL EXTEND 5' BEYOND EACH SIDE OF THE SEWER TRENCH. THE COUPLINGS TO BE USED FOR CONNECTION OF THE EXISTING AC PIPES WITH PVC SECTIONS SHALL BE SMITH -BLAIR STYLE 441, ROMAC INDUSTRIES STYLE 501, THE FORD METER BOX COMPANY STYLE FC1 OR APPROVED EQUIVALENT. THE CONTRACTOR SHALL USE STAINLESS STEEL NUTS AND BOLTS. WATER MAIN REPLACEMENT TO BE PER M.C.W.D. STD. NO. 19 AND COORDINATED WITH M.C.W.D. INSPECTOR, 53 RESURFACE STREET WITH SLURRY SEAL FROM GUTTER TO GUTTER AFTER REPLACEMENT OF TRENCH ASPHALT CONCRETE. SLURRY SEAL SHALL CONFORM TO SECTION 203 & 302 -4 OF SSPWC. SLURRY SEAL SHALL BE QUICKSET EMULSION AGGREGATE SLURRY SEAL CATIONIC (QA -KH) TYPE II WITH 2% LATEX ADDITIVE. i " 16 +00 STA. 18+65 (H.C. CHINNED 1 RECORR "MA WIJV 0 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS m O -00 v� In 1 o PLAN SCALE: 1"=40' DATA REVISIONS =1 SEEEE SHEET 2 FOR CITY OF COSTA MESA SPECIAL CONSTRUCTION NOTES. ORANGE COUNTY SANITATION DISTRICT BOYLE EnUlnEER //7G CORIFORRT /O/7 PLAN AND PROFILE STA 9 +50 TO STA 18 +50 { /QDN 6/05 DATE OCT, 2002 K QDN 2/05 Ocso4m PES PROJECT WAAM APPROVED DATE mom CHECKED PROJECT ENGmm R.C.E R.C.E Eau r 6 -13 -1 DRWNG NO. O Z sNEEr i 12 ra. c a