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S-96-4.13�iT T I` 5 I . oil lot w 2 tf I� 40 I r L_ 1 II - j I ------ -------- T . _ 20 „17� o i REPLACE WITS DI P. _ /°ER CM6.D. STD. 5 -109 v QQ , �n t-)� 1 8l� [� W c r 103 +00 104 +00 105+00 106 +00 T""y 11 -� BQU T /ON' BEG /V8 "SEWER E.GS /OSt$B.LB(B/� )= 1 New M.H. m Q 0 STA 104 +40.00 _ �G' A.IOSf29.55 w STA. / f M r p Q NC3 0 N Z CID 't LL1 �i�S _ b /05too I l s �T + + w = qT t0 Z C) 3 "0 w f4 R� (f) U) Q � N/ 2 n�STA�105 04.00 STA• 1� f 54'79 �o / /3C STA. 1051 29. 5. 90 "I?CP 5=0000-37 Li B€G /N INAT �'i 7W . /OG4 -76 eF C. G" QTEK sTATC�V p 574 • J08 t35,yfBfic STA - l08 t 22.45(A/10.� DEFL.45 °G� 00 "LT HYDRAULIC DATA DEODAR AVENUE d = 90" D = 5.10' n = 0.013 S = 0.00037 0 = 129.25 cfs PLAN SCALE 11 = 40' = 83.50 MGD V = 4.0 fps ii,. •1 CD co CA 0 J W G_ Li I I 90" 15=0.00037 107 +00 RELOCATED .90 "Rcp o�,.,, <! 108 +-00 109 +00 STA 108+65.50 S1� !DENT/ Ctr4LVE b S= 0.00037 QI — — N II v i REPLACE WITS DI P. _ /°ER CM6.D. STD. 5 -109 7¢ / 5AF f + 7 60.56 � 6" TEP STL. C. 0, BAKER STREET S= 0.00037 QI — — N II v a °FESS' °N BAKER STREET r � UGENF fo��c No C 17714 m UP 6/30(97 CIVIL �a�r E0 FrAL1EVF PLAN SCALE 1 11 = 40 , / N0. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICTS NOS. 6,7 & 14 1501 Ou.N Stns B042E P.O. Box 3030 EnGinEERin� Newport Beach CslNOmlo CORPORRT/On 7141476-3300 92658 -9020 BAKER - GISLER INTERCEPTOR PLAN AND PROFILE STA. 104 +81.80 TO STA. III +10 14 -1 -IA DESIGNED BY DRAWN BY SHEET DESCRIPTION APPROVED DATE MB MSz REVISIONS CHECKED BY DATE ENGINEER R.C.E. .:.'�; DATE OF 51 SHEETS P.S. _ - # _ t - Q - �� AS T ' 110+00 111 +00 ` 4'STL. —SC.G. EC�7y4.//Of42./ 476 � I °�'� CONSTRUCTION NOTES 1!C. P - C. M S. D. (� 1 CONSTRUCT 90" R.C.P. WITH TYPE I BEDDING �81 « � 14 CONSTRUCT 84" I.D. MANHOLE ON 90' R.C.P. SEWER PER DETAILS ON SHEET 21 , 1S CONSTRUCT NEW WATER MAIN WITH FITTINGS AND MORTAR LINED AND COATED STEEL PIPE 48 ^ .__ PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. SEE DETAILS ON SHEET 23 FOR CONNECTIONS TO EXISTING A.C.P. WATER MAIN 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 -109 110+00 44 REMOVE AND DISPOSE OF EXISTING A.C.P. WATER MAIN OVER SEWER EXCAVATION AND Q REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. JOIN DETAILS TO BE APPROVED BY MESA CONSOLIDATED WATER DISTRICT. — Z W -- Lur. �ReC. 5r4. 09,173.// �� ' � ' PIPE CURVE DATA I i �I AL1; � ' O L TAN. l'RC. STA•! /Ot2$, / 4e E"0 A T /ONE 77 9/2.00' 8 0584-6" /42.43 7/. Cl' ,EC STA //0 - q -440(B ® /90.00' 17 °49'57" 5913' 29 el' EC STA. / / /:/000eAgfV) 92.00' 95442/" 153.73' 10/.7/' � IUII I��II� TO 200.00' 15 °46'/6" 55.05' 27.70' © 2GYJ.00' /8'5837" 6624' 3343' a °FESS' °N BAKER STREET r � UGENF fo��c No C 17714 m UP 6/30(97 CIVIL �a�r E0 FrAL1EVF PLAN SCALE 1 11 = 40 , / N0. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICTS NOS. 6,7 & 14 1501 Ou.N Stns B042E P.O. Box 3030 EnGinEERin� Newport Beach CslNOmlo CORPORRT/On 7141476-3300 92658 -9020 BAKER - GISLER INTERCEPTOR PLAN AND PROFILE STA. 104 +81.80 TO STA. III +10 14 -1 -IA DESIGNED BY DRAWN BY SHEET DESCRIPTION APPROVED DATE MB MSz REVISIONS CHECKED BY DATE ENGINEER R.C.E. .:.'�; DATE OF 51 SHEETS P.S.