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APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />4114199 <br />GENE AL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />PLAN AND PROFILE <br />MONTE VISTA DRIVE <br />LINDEN, <br />FLOR RANCH <br />UNIT NO,1 <br />CALIFORNIA <br />REVISIONS <br />■ <br />PLANNING • ENGINEERING • SURVEYING <br />922 San West Place to Yxltece, California 95987.4947 <br />120912598229 FAX 12091299.8899 <br />JOB NO. 98105 <br />DATE APRIL, 1999 <br />SCALE AS SHOWN <br />DR. BY JR <br />CK. BY AC <br />FILE J 981051 PP -1 <br />SHEET <br />NUMBER <br />9 <br />OF 21 <br />.2Ny <br />�i <br />i <br />R <br />O- <br />EXISTING G <br />UND <br />ROFILE <br />v1 <br />�o <br />of <br />+F <br />_- <br />... op <br />"9 <br />_ <br />N <br />� bm <br />N <br />_ <br />- _ <br />F',.-:. <br />-_ I__ <br />_.. <br />°'U <br />°'C� <br />^� <br />_U- <br />N.. <br />-------- ----._..-----Nm <br />j <br />ROPOSED TOP 0 CURB <br />PROFIL <br />002 <br />86 <br />86 <br />j <br />I <br />i <br />43 L.F 8" WAT R +� <br />84 <br />84 <br />[12 <br />27 L.F. 6 SEWS <br />S=004 <br />go <br />3 <br />L. <br />oil <br />TER <br />ATE <br />82 <br />82 <br />.. <br />287 L. <br />�� SEWER <br />_ <br />3 L♦I <br />81' WATER <br />1 <br />I <br />- - <br />_ <br />81.32 <br />8o INV <br />I I <br />l/ - <br />80 L. F 8 SEWER <br />- <br />80.49 <br />- - <br />I I <br />- � 27 <br />Rl 40I <br />j <br />� <br />.0 <br />80 <br />80 <br />6 IN <br />. <br />I I <br />I I <br />8041 - <br />B lNY <br />290 _L.F <br />8// SEWERS=.0027- <br />ll <br />-I <br />7.79 <br />I I <br />xHYDRA <br />LIC G UNE <br />I <br />= <br />_ _ <br />I I! <br />79.6 <br />_ <br />_ <br />C <br />SSM R.G.R.C.P. <br />� I <br />� y <br />y_ <br />- - <br />- <br />s0. <br />_ <br />-I <br />I <br />- <br />I <br />11 <br />_.0025. <br />I, <br />_ _ <br />- <br />:�� 7 .e7 <br />78 <br />78 <br />g <br />!I <br />C <br />SS <br />R.G. .C.P. I <br />I <br />I <br />� <br />I <br />4 11 <br />S=.0015 <br />TOR M S ,p <br />iI <br />I <br />I <br />I <br />- <br />- - <br />- - - - _CLASS <br />R.G.R.C.P.--- <br />- <br />- <br />I <br />18 _ <br />INV,- <br />18 mn! <br />I� <br />- <br />-I-- <br />+ <br />- <br />- <br />10 <br />76 <br />76 <br />61w. <br />18 <br />II <br />II <br />16.80 v <br />8 INV. <br />$ <br />rl <br />28 <br />L. <br />UTURE 33" <br />-- <br />7s1 <br />24 .1 <br />INV <br />24 /Nit <br />• <br />z <br />_ <br />�, -. 4 <br />I I <br />+ <br />III <br />5.16 <br />v-_ <br />---- <br />+ <br />rn <br />-- <br />I <br />- <br />74 <br />74 <br />_ <br />• <br />I <br />41 <br />I <br />I0 <br />- <br />33 <br />/NV. <br />o <br />d <br />vi <br />I <br />73.41 <br />_ <br />7333 <br />- <br />--- <br />h <br />W <br />_ <br />JJ INV. <br />o. o <br />33 INV. <br />- <br />- <br />j <br />DRAWING SCALE. <br />" <br />72 <br />72 <br />- <br />0 <br />w <br />- - - <br />1 = 40' HORIZONTAL <br />+ <br />O� <br />i <br />1 �� = 2' VERTICAL <br />II <br />17 <br />18 19 <br />-40 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />HARRISON STREET <br />10 <br />9 <br />g <br />7 6 <br />( SEE SHEET NO. 12 ) <br />I <br />I <br />5 <br />4 <br />3 <br />2 <br />I VIII <br />FOR CONTINUATION SEE <br />WELL SITE PLAN SHEET 19 <br />INV. ® C.B. = 79.00 <br />I <br />Iz <br />INV. ® M.H. = <br />SLOPE _ <br />SIZE_ <br />78.62 <br />.0100 <br />11 <br />CENTERUNE DATA: <br />= 6°19'51" <br />R = 300.00 <br />� <br />_ <br />® M.H. 79.40 <br />= 78.97 <br />I 3 <br />� SCALE <br />111 = 40' <br />SLOPE <br />= <br />- <br />L = 33.15 <br />.0100oi� _ <br />10' P.U.E. <br />♦- - LENGTH <br />= 43' <br />CENTERLINE DATA, <br />W I <br />= 600.00 " <br />CONSTRUCT 50 L.F. TYPE "A" <br />6.0 <br />In <br />N 8"I I. <br />85.44 <br />8 <br />85.58 <br />- <br />R <br />R = 300.00 <br />_ <br />L 32 <br />BARRICADE. SEE DETAIL R-24 17+ <br />h -` <br />- <br />- -18+00- _ T3'� - 19+00 <br />- I T--=---� <br />C B <br />20+00= <br />- ---T= <br />33�i�21+00n <br />-- -, - <br />^� 22+00 B•C• <br />- 2 <br />85.4 <br />EC. <br />f0' <br />P UE <br />.41 <br />-/ <br />PLUG END <br />h 24 i <br />T-- -- -- <br />III - <br />18"D-� H.P <br />23 0 <br />85.3 <br />C.B. 8 <br />I CONNECT TO EXISTING <br />8 <br />.48 <br />5.56-8" <br />`O 5.80 <br />5.56 <br />24+00 <br />I I� WATER MANN <br />- 1� <br />25400 <br />80 I V <br />10' P.U.E. <br />- - - - <br />- <br />I <br />- -10 P.U.E. <br />� " <br />8 <br />- <br />10 L.F. 6"S S_.006 MONTE VISTA <br />-\ <br />ORIVE <br />-536 <br />MONTE VISTA DRIVE\ <br />- T- <br />T <br />II <br />18630 BLOCK <br />18700 BLOCK - \ <br />i <br />�- <br />10' Pur <br />85.86 <br />I <br />I <br />If <br />INV. ®C.B. = 79.00 <br />M.H. 78.54 <br />j <br />m <br />INV. ® C.B. <br />INV. ®M.H. <br />= 79.00 <br />= 78.55 <br />h <br />I <br />N <br />SLOPE = 00 <br />o m I <br />o h <br />SLOPE <br />_ .0100 29 <br />30 W Cs <br />ui <br />O <br />_ <br />- <br />I <br />83 C.F. <br />30"D S=.0015 I SIZE = 12" <br />50 <br />SIZE <br />= 12" <br />ym l <br />MONTE VISTA DRI <br />°p <br />II <br />�I� - - J <br />II 1 <br />- - - - -, I LENGTH = 46' <br />�' <br />1 <br />LENGTH <br />= 45 <br />0 <br />I <br />d <br />I <br />50 <br />- 18800 BLOCK <br />I <br />I <br />III <br />III <br />I <br />� 0 <br />I <br />51 <br />o <br />I I <br />I <br />1 <br />I <br />I <br />MARIA COURT <br />IONS STREET <br />HARRISON STREET <br />( SEE SHEET NO. <br />10) <br />( SEE SHEET NO. 11 ) <br />( SEE SHEET N0. 12 ) <br />NOTES <br />1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION <br />MONTE VISTA <br />DRIVE <br />AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND ADDITIONAL <br />CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A." <br />LOCATING SERVICES, LOCATE AND MARK UTILITIES PRIOR TO THE START <br />• <br />OF EXCAVATION <br />2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING <br />, <br />UTILITY CROSSINGS AND SERVICES. <br />3. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF <br />_ <br />I�'ZZ-R�t <br />THE CONTRACTOR. <br />4. R.G.R.C.P.= RUBBER G4SKETED REINFORCED CONCRETE PIPE <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />4114199 <br />GENE AL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />PLAN AND PROFILE <br />MONTE VISTA DRIVE <br />LINDEN, <br />FLOR RANCH <br />UNIT NO,1 <br />CALIFORNIA <br />REVISIONS <br />■ <br />PLANNING • ENGINEERING • SURVEYING <br />922 San West Place to Yxltece, California 95987.4947 <br />120912598229 FAX 12091299.8899 <br />JOB NO. 98105 <br />DATE APRIL, 1999 <br />SCALE AS SHOWN <br />DR. BY JR <br />CK. BY AC <br />FILE J 981051 PP -1 <br />SHEET <br />NUMBER <br />9 <br />OF 21 <br />