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S-92-1.4a w U ui z a Q 0 w LL I N I 5=0.0/46 30 VI qX A L TAN P/ 7/4.50 5'/3 SS 9~ N,v 32 F4 P2 721 DO' 5'38 520' 71071 35-5,6'1 20 0 66.25 33,5' 7ZI.00 � N 7/ 07' N M 3 - -� `� ,3 AP0140X. SURFACE i M N -Q N OVEK P /PE -- _7 - a 7 II I� I fjq'i N� i .. a . .. n .. • .• . , •....�... n > �.. >� a .� c.. . o e • _. -• o' .. _ I i `3 o�IM 1� �1 S = 10.0000 e� ny � i V ° x � h� PROFILE SCALE HORIZONTAL 1 "= 40' VERTICAL 1 "= 41 221 -00 222 +00 2� �_ 223 +00 STA 64a4T1,0v 224 +00 225 +00 226 +00 227 +00 EC 9),4 22-1 1-3/ _,5'0,9K.= �c srA 22�,,o2oa r� 5C97A223 +3/3-9AH0. ENTERPRISE ST, F4 N y 228 +00 d I 8 „1/CP -C. M,5.0, N N S1A.22i�97A�I `- Bi/R. -C,CC I 3 8 A.C.P -MC W, D. MH / N2 DU S.CLC. 0 —24 R. C. - C/TYOFC.M. I 6 "KC.P. - C.it,.S.D. J B YCP. - GM.S.f (�.. 4'Mc YAULT -5C.E. P r B "A.CP. -M. „ 4'STL -S.cG- ? O 4- DU- B.C.E. 2 - CA15D. :� — M — --- —CATV i -I —r - - -- — d N - (� PRC. s7q 22a� Z ,1cs �s P3 / N I " `� W t ; i/ n T I - - - _ -- - - - - = N 225 +00 ( O ROAD �P /PE /S /•oo' !T_ � p2 ___- -r--1— � /6 "w — �•-- — — � _ � m !G r✓ — THO�¢ STiPE� P4 M1 Z Iv 6 3 J PRC Sr�1.222,1 710 7 , 0 40' 1 50 0 CBL�SCE - .L /- ri DU, S. C, E. /2 "G.M .(A. A!1- t't7YOf Ir 5?7lQLI47?D, y I _� N - L.0 STA.223f4�x.74TB�' y ` 8" ICf,P -1 c.M. S " . - c.M. —�� SANTA, .ANA-DEEH EG ST1.223►�f9f.LylJ 2" STL. - 5.C.G. /d A•C.P. - hl. CWD. I:HANNEL t l r- 224,151 26 L STA. 22/t45.5G ¢ /�y7” /NT. 0. C. F. C. D. I .SANTA ANA - DEL /// CIIANNEL R A L TAN P/ 7/4.50 5'/3 SS 9~ L5 2 S 32 F4 P2 721 DO' 5'38 520' 71071 35-5,6'1 P3 7Z5 S0 5%355.9~ 66.25 33,5' 7ZI.00 � 5'38 52.0' 7/ 07' 3556 wo aim mmki PLAN SCALE: Q I" = 40' 067A 11- 54'10 STREET NOTE: EXISTING- STRIPING DESIGNATED ON AERIAL PHOTO, C-017714 EXP.Oe/AM A V 30 Q Q a � � N k 20 10 229+00 230+00 r CONSTRUCTION NOTE 0 CONSTRUCT 2 -42- D.I.P. WITH TYPE V BEDDING. n 0 STA. 230,130.00 0 CONSTRUCT 2.42- D.I.P., THICKNESS CLASS 50 WITH REINFORCED i~KGP-CMs.O. 0 �MN, CONCRETE ENCASEMENT PER SECTION B ON SHEET 19. ® CONSTRUCT 2 -42" D.I.P., THICKNESS CLASS 50, INSIDE - ++f REINFORCED CONCRETE BOX PER SECTION A ON SHEET 19. A /3 O7 CONSTRUCT 8° V.G.P. WITH TYPE 11 BEDDING. N C, 11 CONSTRUCT 48' 1. D. MANHOLE PER DETAILS ON SHEET 18. - - OMIT LETTERS'OCSD' ON COVER. INTERCEPT W LATERAL SEWER WITH TEE CONNECTION PER (f) CSDOC STANDARD DETAIL S -43 -2. PLUG EXISTING LATERAL Ld DOWNSTREAM. w I'v ? N ® SEE SECTION B ON SHEET 19 FOR PIPE JOINT LOCATIONS. J _ . `� ©4 RELOCATE EXISTING 8 -INCH WATER MAIN PER PROFILE A ON '- U SHEET 19. 6 A. C P.- AA•GWU. �' Q ® UTILITY TO BE RELOCATED BY UTILITY OWNER. SEE SPECS. L/M /T OF . CALTRWAIS R /!s I NO I DESCRVPTrON REVISIONS AS BU /LT Vww ` COUt4T`1 SAWTAT4O4 DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICTS NOS. 6,7 & 14 ` 1501 Quail Street P.O. Box 3030 Newport Reach, California 92658 -9020 � ] 714 / 476-3300 BAKER FORCE MAINS PLAN AND PROFILE _ STA. 221+00.00 TO STA. 230 +00.00 -9I 14 -1 -2 2-19 CES•G.�ED BY DRAWN BY SHEET ,;�PRO'.ED -;TE M.O.B. R.S.S. CHECKED BY A ENGINEER R.C.E. DATE OF 1 SHEETS P E.S. S�E��f 1989 3