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S-96-4.17R w• w i i i I' W MIMS ME Sim d = 90" D = 5.10' n = 0.013 S = 0.00037 Q = 129.25 cfs = 83.50 MGD V = 4,0 fps MEN A. /�L/ f 7¢. B/ �4�l0.Mh' //VV EL E•V. -- - -- A V.G./? /M/ jFi rV. - - -- 32. CXo /M! jF_=LC=1f. i Ai 30.24 30 _ - 30 1A1C1l'B _' REMOVE ALL L7 /5TClRIP5,8_1J 1 0 A- f,47ER/AL 5E1_61W 4870. iNH BASE. BACX t=16L BELOW ' 8©77 -OM 0,`14W BASE W /TH v ( P - - TA 142.90 5 OA R4Y ?0 /REnlT .JACKED PIPE Ir,�. .24 h EI. 1.71 U,vo/srufza�o �1.ta7 R /al - t - t 90� P 5= 0.0003 a 5- 4.4403 7 "R, C.R. 2 { STA 0 141 +726 t 20 1 A � _ � - - • � /N� ESE $ � DETAIL PROFILE SCALE 21.68 3 i8' = r -o„ — tX W HORIZONTAL 1 "= 40' at STA 141+72.60 V) ilf 7 VERTICAL 1 "= 4' h 137 +00 138 +00 139 +00 140 +00 141.64.56 (BK) SEWERS 141 +00 142 +00 143 +00 SEWERLYTRUN�44 +00 145 +00 146 +00 STA 141 +72.6 RS (Dist. N SQUAT /ON 141 +63.75 (AHD) l MN. RECONN. TO NEW 8" VCP. URRAY LN. RECOrx TO PROTECT /°B. CgBLE CONSTRUCTION NOTES OVEA' s L N L NEW vcP /2'�4.C.P. - M.C.W.D. iN Rc%1 cE O I 4 I Defection 3'063 ' RT PLUGS- � 1 CONSTRUCT 90" R.C.P. WITH TYPE I BEDDING. a ^ I 4A..P. -M.C. o /ZEFJVF- CONCH'MT N i (AB.) !!C.P C.S.D. PTO O O � 5- 4 "DU.- Rj r' STL. .S.C.G I r 8 VC.P- C..S,D. V8 "' I BUR. CA. - P.6. ,� NEW 6" V.C.P. O N S'� 13 2- w e 14 CONSTRUCT 84" I.D. MANHOLE ON 90" R.C.P. SEWER PER DETAILS ON SHEET 21. :a A. c. -�f c. wo i 2 -4 DU- 6=.VGAGED)RS. DU - I p B. STA. /37 �/. 62 I /- 4''O!/ AOAV. , i ' I _ _ O I C.P. REAUQNJD 44R- M.C%YD. h __ _ "'�- — 18 CONSTRUCT 8" V.C.P. SEWER WITH TYPE II BEDDING AND RECONNECT EXISTING SEWER s -- �. LATERALS TO NEW 8" SEWER MAIN PER CMSD STANDARD DRAWINGS S -104 -A AND S -109. _ - - CONSTRUCT 48 I.D. D. MANHOLE ON 8 SEWER PER COSTA MESA SANITARY DISTRICT (A(AB.) CD 19 STANDARD DRAWING S- 100. cp-- — — — Z N e} M I 14 B� Q O 23 REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND MANHOLES 0 — -r - -ice r 60 &D- I" DELETED 13 �w = - -_� -- H Q 36'50. = —_ -- — �� --� - - - -- -- -- --- �a— G - - -T,� ;� N : W Z — ��� -- --- — , M cV — — — — 1- — — 1 \ (,48. M 41 REMOVE EXISTING MANHOLE AND BASE AND CONSTRUCT NEW 48" LID MANHOLE PER DETAIL Zw 1 THIS SHEET AND PER CMSD STANDARD DRAWING S -100. FILL CHANNELS IN EXISTING MANHOLE PER DETAIL! 4N SHEET 30. ST O /.O3 1 I ( �I 1 r- 45 LOCATE AND PROTECT EXISTING THRUST BLOCK IN PLACE OR PROVIDE SHORING TO RESIST THRUST AND RECONSTRUCT TO OWNER'S STANDARDS. x " 1{ _ 41 1 rte., 2 x — s A.L' sK/D St /4 r Q 2"S �! P - a EXISTING 2T AND 30' EWERS. PLUG ENDS WITH CONCRETE AND FILL PIPE WITH C 46 ABANDON S • - - 1 SACK SAND - CEMENT SLURRY. � 1 . 42vRCi6:m e /TY OF C.M. :1 2 41 �a _STA. t'-s0 60 REMOVE INTERFERING PORTION OF 30" V.C.P. REMODEL EXISTING MANHOLE BASE TO i M CLI NTOCK WAh0 OA. C,P, - Al. C. W.D. S& M 1 I 2 O CHANNEL FLOW FROM EAST TO WEST AND TO ALLOW TEMPORARY BYPASS OF FLOW FROM I SEE DETAIL /4 Q EXISTING MANHOLE TO NEW 60" I.D. MANHOLE. WHEN INTERCEPTOR IS PUT INTO SERVICE, ' KR D�TFD 30 I FILL BYPASS CHANNEL WITH CONCRETE, PLUG END OF PIPE WITH CONCRETE, AND FILL M.H. and BYPASS PIPE WITH 1 SACK SAND - CEMENT SLURRY. Q AS aulLr 0 � I ItlF, _ ,;, m i BAKER PLAN SCALE : 1 =40 � STREET F40ESSIn COUNTY SANITATION DISTRICTS OF yQ�a�E1GENFSZ��� ORANGE COUNTY, CALIFORNIA aocl7n<" m DISTRICTS NOS. 6,7 & 14 * �.�7 , okme 1f 1501 Qusfl Street P.O. Box 3030 C' CAUL E/7GinEERrr 1W Newport Beach Ca/NomL C�RPORA %�On 7141476-3300 92655 -9020 ( PIPE CURV VATA BAKER - GISLER INTERCEPTOR PLAN AND PROFILE STA.137 +25.00 TO STA.146 +00.00 14 -I -IA 1 AS 13 u /L7- DESIGNED BY DRAWN BY SHEET N0. DESCRIPTION JAPPROVED DATE 1 17 REVISIONS CHECKED BY DATE ENGINEER R.C.E. DATE OF $I' $MEETS P S. M AY 1989 R L r WO /00' °4,778" 55.48' 28.47' BAKER - GISLER INTERCEPTOR PLAN AND PROFILE STA.137 +25.00 TO STA.146 +00.00 14 -I -IA 1 AS 13 u /L7- DESIGNED BY DRAWN BY SHEET N0. DESCRIPTION JAPPROVED DATE 1 17 REVISIONS CHECKED BY DATE ENGINEER R.C.E. DATE OF $I' $MEETS P S. M AY 1989