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S-2005-2.6a n x e J m W a i 0 g .o e e 0 t2 o m 16yy i �1qq peN �v 0 �o P eQi sm �N DD S 29+00 30+00 Q MH STA 28 +83 ® 6 "A.C. -M C W p. \ 18Y.C.P —C S \ N 11 30'IV:C.P.— C.S,D. 40 \` r 40 \ 21 \. O 0 r 40 _8 ~s co C. GLINT {\ 52 — M.C.W.D.\ 2 0 STL.— S.C.G.'11\ 24 5 / BY.C.P.- C.M.S. 11 MURRAY LANE 8 "A.C. —M.0 \ 40 Z 31+00 Q-5 \ x ti MH STA.31 +85.00 4"STL.— S.C.G. 8 "A.C.— M.C.W.D. OF PROFILE SCALE HORIZONTAL 1 " =40' VERTICAL 1 " =4' 32+00 STA. 31+82.22 33 +� 17 SEE SHT. 12 FOR UMITS % ' 18 // 2 -4 "DU— (ENCASED)— PACBELL \ ` \ \x .' . /lj a ' ._/ ✓�/ % 12 "A.C.— M.C.W.D. Z �_ -,_ t ,` \ _ ,h. \' , / /� //j 8Y.C.P.— C,M.S.D. . " ✓w ' �� /� j�c 8Y.C.P.— C.M.S.D. 4 "STL.— S.C.G. / 8 "A.C.— M.C.W.D. 42 "RCP —CITY OF C.M. I V WATSON AVENUE BAKER ST. �v — S.C.C. —M.C.W.D. In In HOUSE LATERAL LOCATIONS APPROX. CE SEWER STATION DIRECTION LOOKING UP STATION 28 +58 LEFT 38+70 28 +55 LEFT 39}38-29 +24 LEFT 601091 29 +94 LEFT -59 a 80 30 +39 RIGHT it 56 30 +45 LEFT PLAN SCALE: 1 " =40' CONSMUCY10114 NOM O1 CONSTRUCT 8 -INCH VCP WITH TYPE II BEDDING. 7O INTERCEPT EXISTING 8 -INCH CMSD SEWER AND CONSTRUCT 48 -INCH ID MANHOLE PER CMSD STANDARD DRAWING S -100 AND DETAIL 3 ON SHEET 10. 17 ABANDON EXISTING 18 -INCH OCSD SEWER. PLUG ENDS WITH CONCRETE AND FILL PIPE WITH 1 SACK SAND- CEMENT SLURRY OR LOW DENSITY CELLULAR CONCRETE. REMOVE TOP 5 —FOOT OF MANHOLES, BREAK HOLES IN BASE AND FILL WITH SAND. 18 ABANDON EXISTING 30 -INCH OCSD SEWER AND MANHOLES. PLUG ENDS WITH CONCRETE AND FILL PIPE WITH 1 SACK SAND CEMENT SLURRY OR LOW DENSITY CELLULAR CONCRETE. REMOVE TOP 5 -FOOT OF MANHOLES, BREAK HOLES IN BASE AND FILL WITH SAND. SEE DETAIL 3 ON SHEET 11. ©0 ABANDON IN PLACE EXISTING OCSD MANHOLE PER DETAILED SPECIFICATIONS. REMOVE TOP 5 FEET OF MANHOLE. BREAK HOLES IN BASE AND FILL WITH SAND. SEE DETAIL 3 ON SHEET 11. 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. 37 INTERCEPT EXISTING 8 —INCH CMSD SEWER AND CONSTRUCT 48 —INCH ID MANHOLE PER CMSD STANDARD DRAWING S -100 AND DETAIL 8 ON SHEET 9. O RECONSTRUCT UP TO 20 LF OF HOUSE LATERAL TO CONNECT TO NEW SEWER PER CMSD STD. DWG. S -104. POTHOLE CONNECTION PRIOR TO BEGINING WORK. O LINE MANHOLE WITH POLYURETHANE, SANCON 200 OR EQUAL. 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 ANO 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. RECORO "R.4 L�l/ //VG ADDED SURVEY DATA THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED RECORD DRAWING IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSO INSPECTORS N0. DESCRIPTKIN REVISIONS am- SEE SHEET 2 FOR CITY OF COSTA MESA SPECIAL CONSTRUCTION NOTES. ORANGE COUNTY SANITATION DISTRICT Bomle EIIG// EER //7G COmosmon iTion PLAN AND PROFILE STA 28 +50 TO STA 31+85 OCT. 2002 DRA ' TK /QDN 6 OS DATE C000000 WIN I KK /QDN 2/05 DESOG"ED PIES PROECT MNNM,EA R.C.E. DATE APPROVED DATE DRAwm SHEET c000000 CHECKED PROJECT ENGINEER R.C.E. DATE ND. 6 r, 6 -13 -1 c 2