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S-92-1.8a i LL W U W Z a 0 LL `0 ►a rk 50 IIE 3{3 256+00 BAKER ST. SEE SHT. NO. 7 MATCH LINE STA. 256 E RE14D. —8'5-�J S. s. 1 r 20 FE 'h,_ I /2.2 7.7. t 4"Y4R -C. 257+00 56A5006 _00.00 --� 811C P — C. M. S.D. 31.• - 5.0 G. --/ - 5 "DU. -S.C' � 121A. G.Q - M C. W D. SL 1 STA. 2574 02:04 8 "S- 258+00 B. C SrA. 2 57-0 68. /3 Sr.4.2574 1-74-1 B.0 sr,4, IDpp�N1 L 256 t 95.67 9 /NT. 5TA. 257 t GO.00 — it 20" OUTLETS 259+00 260+00 12 OW uT \ I 26d +00 6° r7/'AUCT -SC.E E. C 5TA• E4UAT /ON 5. C. 5iM.260452. BK = ,15. C. S74,2,90 -044 0 064110) YCISIIW�I 1 -= 4" , 261 +00 262 +00 M b "C/P- CM.SD B VCR- C.MSO 3Ti4 r W 263+ 00 264+ 00 265 + W J� 0 0 I . 64 u A /Oiv. 6 "C. /.P.-Ciif. S.D. 0 EC SrA.2A0 -043,,'8 (B,11.)= 8'Y.CP- CM.S.D 0 E.C. STA.2GO -04?.00(440.) 1?''ACP -M 'w-n O E I-- — — �— —r – 1'Pe_'56:6. BUR. CSL,-GC.C./ E. srA. 200 -0¢i 99 AU -5. C.6 • O -- N , - €_ - -- + �9 h N O 46 R47A,0 — — — =2=_ Z �4 ;.DU -SC.E Z- 5 "Du -S.C.E H to - W -- Z w _ -- — — cn m 30 R I L I L I TAN 1342.25 /1050'329 27743' 139.21 134725 // °50'3?. B" 278.46 11-19.7-1 1.32500' 11°50'32.9" 273.87 13742' AIRWAY 0,0 PLAN SCALE I- = 40" AVENUE ofESSj W L-017714 m _ Ev EXISTING STRIPING DESIGNATED s -� ON AERIAL PHOTO. 'dEOF CAL* W11-7' N0. DESCRIPTION REVISIONS CONSTRUCTION NOTES tO CONSTRUCT 66' R.C.P. WITH TYPE I BEDDING Q© CONSTRUCT 2 -4 ' D.I.P. WITH TYPE V BEDDING)O Y// 15 CONSTRUCT JUNCTION STRUCTURE WITH VENT PER DETAIL 3 ON SHEET 21. O REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. ® REPLACE 6' V.C.P. WITH 6' D.I.P. PER CMSD DRAWING NO. S- 109, CASE III. SEE APPENDIX IN SPECS. ® CONSTRUCT 12' D.I.P. AIR VENT WITH TYPE VII BEDDING PER DETAIL 1 ON SHEET 22. ® CONSTRUCT CATHODIC TEST STATION PER DETAIL 10 ON SHEET 22. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6'X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. AS BU /LT COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICTS NOS. 6,7 & 14 )3cxoe 1501 Quail Street P.O. Box 3030 Newport Beach, California 92658 -9020 123CE 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 256 + 00.00 TO STA. 265 + 00.00 14 -1 -2 CS [3S cj ZfL DESIGNED BY I DRAWN BY SHEET M.O. B. R.S.S. r f Sb APPROVED DATE Z�LI�°JO 8 CHECKED BY DATE ENGINEER R.C.E. DATE OF 3� SHEETS __ P.E.S. SEPT. 1989 E I-- — — �— —r – 1'Pe_'56:6. BUR. CSL,-GC.C./ E. srA. 200 -0¢i 99 AU -5. C.6 • O -- N , - €_ - -- + �9 h N O 46 R47A,0 — — — =2=_ Z �4 ;.DU -SC.E Z- 5 "Du -S.C.E H to - W -- Z w _ -- — — cn m 30 R I L I L I TAN 1342.25 /1050'329 27743' 139.21 134725 // °50'3?. B" 278.46 11-19.7-1 1.32500' 11°50'32.9" 273.87 13742' AIRWAY 0,0 PLAN SCALE I- = 40" AVENUE ofESSj W L-017714 m _ Ev EXISTING STRIPING DESIGNATED s -� ON AERIAL PHOTO. 'dEOF CAL* W11-7' N0. DESCRIPTION REVISIONS CONSTRUCTION NOTES tO CONSTRUCT 66' R.C.P. WITH TYPE I BEDDING Q© CONSTRUCT 2 -4 ' D.I.P. WITH TYPE V BEDDING)O Y// 15 CONSTRUCT JUNCTION STRUCTURE WITH VENT PER DETAIL 3 ON SHEET 21. O REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. ® REPLACE 6' V.C.P. WITH 6' D.I.P. PER CMSD DRAWING NO. S- 109, CASE III. SEE APPENDIX IN SPECS. ® CONSTRUCT 12' D.I.P. AIR VENT WITH TYPE VII BEDDING PER DETAIL 1 ON SHEET 22. ® CONSTRUCT CATHODIC TEST STATION PER DETAIL 10 ON SHEET 22. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6'X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. AS BU /LT COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICTS NOS. 6,7 & 14 )3cxoe 1501 Quail Street P.O. Box 3030 Newport Beach, California 92658 -9020 123CE 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 256 + 00.00 TO STA. 265 + 00.00 14 -1 -2 CS [3S cj ZfL DESIGNED BY I DRAWN BY SHEET M.O. B. R.S.S. r f Sb APPROVED DATE Z�LI�°JO 8 CHECKED BY DATE ENGINEER R.C.E. DATE OF 3� SHEETS __ P.E.S. SEPT. 1989 m 30 R I L I L I TAN 1342.25 /1050'329 27743' 139.21 134725 // °50'3?. B" 278.46 11-19.7-1 1.32500' 11°50'32.9" 273.87 13742' AIRWAY 0,0 PLAN SCALE I- = 40" AVENUE ofESSj W L-017714 m _ Ev EXISTING STRIPING DESIGNATED s -� ON AERIAL PHOTO. 'dEOF CAL* W11-7' N0. DESCRIPTION REVISIONS CONSTRUCTION NOTES tO CONSTRUCT 66' R.C.P. WITH TYPE I BEDDING Q© CONSTRUCT 2 -4 ' D.I.P. WITH TYPE V BEDDING)O Y// 15 CONSTRUCT JUNCTION STRUCTURE WITH VENT PER DETAIL 3 ON SHEET 21. O REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. ® REPLACE 6' V.C.P. WITH 6' D.I.P. PER CMSD DRAWING NO. S- 109, CASE III. SEE APPENDIX IN SPECS. ® CONSTRUCT 12' D.I.P. AIR VENT WITH TYPE VII BEDDING PER DETAIL 1 ON SHEET 22. ® CONSTRUCT CATHODIC TEST STATION PER DETAIL 10 ON SHEET 22. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6'X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. AS BU /LT COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICTS NOS. 6,7 & 14 )3cxoe 1501 Quail Street P.O. Box 3030 Newport Beach, California 92658 -9020 123CE 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 256 + 00.00 TO STA. 265 + 00.00 14 -1 -2 CS [3S cj ZfL DESIGNED BY I DRAWN BY SHEET M.O. B. R.S.S. r f Sb APPROVED DATE Z�LI�°JO 8 CHECKED BY DATE ENGINEER R.C.E. DATE OF 3� SHEETS __ P.E.S. SEPT. 1989