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S-96-4.11O f` T JU 20 m Annonv can rni+r nu n nines o 89 +00 9C +00 91+00 92400 :BL. ON R/W - P.B. — 7 ©rCo A-1, 7-- CAll S.D. 6 "A.C.P -M.CW.D. 1 STA. 9 2 183.00 PR. C. STA. 92 732.B/ � MH BuR. CBL. -PB. /iyvELEI! D1/ - P. B. -2-3560 i /8 "R.C.P. - C /TY OFC B.C. STA. 91-,,20, CINNAMON rl 93+00 94+00 II DATE PL. BUR. �A.93 t.34.O,su!F.c.I 3 I ill-� /.V�LEV, W-- IV A E. C. STA "e-34.0,6 I y/ lil 2 / "/7.GRG�TYOFC.M' I I I STA. 94t0/42� /NT STA 94 +63.20 ALLEY "- 4',041 CORIANDER DR. RELOCATED ;��ll PLAN SCALE I" = 40 AVENUE 95 + D0 9E 1- 00 G "WATEf? BEG /N CONSTRUCT /ON STA. 98176.42 ,B.C. STA. 94f 8(0.70 BUR CBL. - P. B. STA. 95f00• DO -Z PE. -5. C. G. PULL 2 JO /A/TS of 0U- 5CE 57 �BUR.' CBL-P. Im e �I 30 20 LLeI cur IANO pLU6 - -0 wi .. 4 PIPE CURVE DATA 0 R o I L r MO 305 /9 039'57" 104.69' 52.86' 295 19'39'57" /0/.25' 51.13' O 92 89 "59'42" 144.5/' 91.99' CONSTRUCTION NOTES 0 CONSTRUCT 90" R.C.P. WITH TYPE I BEDDING 14 CONSTRUCT 84" I.D. MANHOLE ON 90" R.C.P. SEWER PER DETAILS ON SHEET 21 15 CONSTRUCT NEW WATER MAIN WITH FITTINGS AND MORTAR LINED AND COATED STEEL PIPE PRIOR TO CONSTRUCTION OF SEWER EXCAVATION SEE DETAILS ON SHEET 23 FOR CONNECTIONS TO EXISTING A.C.P WATER MAIN 16 REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING WATER MAIN 17 RECONNECT FIRE HYDRANT TO NEW WATER MAIN. REMOVE EXISTING VALVE AND VALVE BOX AND"DELIVER TO M.C.W.D. INSTALL NEW GATE VALVE PER M.C.W.D. STD. DWG. 4 18 CONSTRUCT 8" V.C.P. SEWER WITH TYPE II BEDDING AND RECONNECT EXISTING SEWER LATERALS TO NEW 8" SEWER MAIN PER CMSD STANDARD DRAWINGS S -104 -A AND S -109 19 CONSTRUCT 48" I.D. MANHOLE ON 8" SEWER PER COSTA MESA SANITARY DISTRICT STANDARD DRAWING S -100 20 RECONSTRUCT EXISTING MANHOLE. BASE TO ACCEPT NEW 8" SEWER 21 REMOVE EXISTING PIPE AT VALVE f.ND REPLACE WITH BLIND FLANGE AND THRUST BLOCK 23 REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND MANHOLES 28 RELOCATE STORM DRAIN PER PROFILE D ON SHEET 25 29 RELOCATE STORM DRAIN PER PROFILE E ON SHEET 25 ASsulLr