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I I I I <br />I I I I <br />I I I I <br />13 71 i 70 i 69 i 68 <br />I I <br />o <br />181 CONNECT TO EXISTING <br />17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2_ <br />ANO INSTALL <br />GATE VALVE _ — — <br />_ 1—==---_- --�-- -- <br />Z a- - <br />+ MONTE VISTA DR/VE <br />•w <br />---188 LF8 <br />_. __ — 1250 — — 24 "SD — _... - — — -- — — — _ — s — — __ _ — — 24'•50 — — — — — — 693 L 8lY_. <br />LF 9 � p <br />18 SDSII II U9 <br />24 <br />SD 72 <br />� ass 85 <br />+4111 <br />------ : 1 +W I� <br />e 1 +98 W 12+98 W 1 +31 W 1 + W III II - - - - - - - - - <br />+ 19 30 31 69 — — — — — — —— — SII, II II <br />II I 55 II II; 111 4 88 <br />54 73 a II; rrr <br />70 HF, <br />II7 <br />I I <br />It lr, III <br />20 1r 29 32 1T LOT "A" e +59W 52 Iln;� IIr——— — — — — —— <br />� <br />--——————-III;� uu <br />+ w w +.TBW 68 S RM DRIINAGE BA IN 56 II III,- t 7il�l <br />1 +36 W 1+ 9 W .: <br />Q j i 74 i II{ 87 <br />O� <br />12+ 11 If <br />IIS I <br />11 <br />+�w 5�w 11+1 Z 51 II;�I Illlr--- - - - - -- <br />21 Z 28 33 S 67 l +87W 13'o— <br />----- - - - - — I IIID III II <br />57 <br />Z un, np <br />Inl 86 <br />Q o 75 mnk I� <br />' X' III II <br />(4 <br />22 0+� 34 11+6W 50 Roll--------- <br />o+�D w 27 11+05W <br />J - - - - <br />v l \f r 1 IIS <br />L � 76 J �, C� , 85 <br />66 65 64 63 <br />62 61 60 59 58 1 3+18 w h�1 �� ril II II <br />.3 <br />3+sow 1+33W 10+45 FH 49 C� IIS I <br />0 1+511 II ----------- <br />35 3 a ^ro+45\J �� VIII; I II14 <br />23 BROVELLI LANE _ Fh <br />ii ii a II 84 <br />26 �7 <br />692 LF 8'W 8-W <br />kw a'ss 655 ----- - - - - -- illy -- - - - - - -- <br />. .. ...:: ., <br />* If li t IIID 83 <br />36 <br />78� <br />- . 24 25 WATER SAMPLING + v Ie <br />III <br />STATION STA: 11+ 3 37 38 39 40 41 42 43 44 45 46 i i �II�---------- <br />wATER SAMPLING II II; III <br />STATION STA: 14+Os - 47 II II, III <br />79 II u; ILII 82 <br />II II} i I� <br />FOR CONTINUATION ----ii; I iiI--------- <br />{ SEE THIS SHEET I <br />TRECORD DRAM 80 1 j u 8 <br />1r Myons BY.. <br />ng <br />-- — — — —� ----- LEGEND cnde� oy� _. LAURIN DRIVE <br />J <br />y Person Using This Drawing Snoultl Vere <br />III EXISflMG PROPOSED "u mtormation By Insoectinn Thn Snr -0 Wim„. T - 12` - - - <br />O II I I I WATER ✓ALS --0o-- �- — — — ---_ <br />Q I CONNECT TO EX1S7/NG BLOWOFF • • FRE HrA4ANT — - _ _ _ — , — — _ <br />LQ ® ® WATER PIPE NOTE <br />REMOVE AND REPLACE EX. �E y _ t 1. WATER PIPING SHALL BE PVC C900 CL 150 (LINO) S • E �I I — _ _ _ r _— _— L IIIIT— _ —_ _— _- _-4� <br />PAVEMENT <br />AV <br />NECESSARY. & WALK A ` IEW ��`F o 0 2. WATER SAMPLING STATION SHALL BE 3/4" DIA. FROM — u <br />AWE -®-- ® MAIN, ECLIPSE NO. 88 WITH ALUMINUM ENCLOSURE OR I` <br />APPROVED EQUAL. BASE SHALL BE PER S.S. COUNTY STANDARD <br />S6JGl.E� U7ERAL DRAWING W -6B. <br />\�I \ J. WATER METER BOXES SHALL BE MID -STATE PLASTICS, INC., <br />L — — — — — BOX IMSCBC-1118-R WITH MSCBF 1118-12 LID. <br />M ONE y MY — — 4. METER BOXES AND METERS SHALL BE INSTALLED BY HOME / �/ l q2.J7 <br />o� CONTRACTOR AT 77ME OF HOME CONSTRUCTION. q25 / q2`t <br />FOR CONTINUATION O j' — 5. ALL WATER CONSTRUCTION SHALL BE PER LC W.D. STANDARDS. <br />SEE THIS SHEET r T -_--_--- —_- <br />I <br />== •• <br />COPYRIGNTO 2005 MCR ENGINEERING <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />6-z4-aS <br />GENERAL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />WATER COMPOSITE <br />UTILITY PLAN <br />FLOR RANCH <br />UNIT NO.3 <br />LINDEN, CALIFORNIA <br />Lei, r <br />PLANNING• ENGINEERING - SURVEYING <br />514591 230-6229, FAX 12001230 -Mg <br />joa NO, <br />DATE <br />05-034 <br />0.5/16/200.5 16:19 <br />SCALE <br />AS SHOWN <br />DR. BY SLS <br />CIL BY JOE <br />FIIE <br />J:\2005\05-aM\dn\tlW,W-w ..dn <br />P <br />No. C54M <br />�T'4lt CIVN-.cC�a\i. <br />6-10 jd5 <br />SURVEY <br />NUOlfER <br />8 <br />oF17 <br />