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RA <br />m <br />m <br />UJ <br />76 <br />74 <br />VA <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />-¢/i`/" <br />GEN AL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />O <br />20 i <br />27 � <br />PLAN AND PROFILE <br />MARIA COURT <br />10 77 1Z 13 <br />19 <br />— — 18 17 16 15 14 <br />10' RUE <br />8 W <br />100 0 - 11+00 - 12+00 13+00ca I--n--Lro <br />ro6 "S <br />22 <br />MAI NTECA, <br />14 <br />15 16 <br />MONTE VISTA DRIVE <br />(SEE SHEET NO. 9) <br />I <br />I <br />I II <br />12 <br />Gal 1�; I 9 <br />3 INV. 0 C. B. = 79.00 <br />INV. ® M.H. = 79.54 no I INV ® C. B. = 79.00 <br />SLOPE = .0100 I INV. ® M.H. = 78.62 <br />SIZE = 12" J I v SLOPE = .0100 <br />LENGTH = 46' I I SIZE = 12" <br />LENGTH = 38' <br />I I <br />14+00 •0025 <br />I - I - <br />— <br />— <br />— — — — <br />—10' P. UE. <br />MARIA COURT <br />5480 BLOCK <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 INV ® C.B. = 79.00 <br />INV. ® M.H. = 78.55 <br />SLOPE = .0100 <br />SIZE = 12" <br />LENGTH = 45' <br />1 r,/", <br />'. <br />.. <br />2 <br />a <br />U <br />i <br />cy <br />i <br />X0025 <br />0h��� <br />Pmui-vbtu 70P OF CURB PROFILE <br />1 <br />I <br />240 <br />- <br />566 L.F 8''' WA TER ra <br />I <br />I <br />o <br />_ <br />B 1:54 <br />300 L. F - $, <br />�� _ <br />! <br />41V <br />N <br />ti <br />+ 8 <br />4 <br />II <br />l <br />o <br />I <br />i <br />I <br />I <br />II <br />6IN <br />18 . <br />I <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />-¢/i`/" <br />GEN AL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />O <br />20 i <br />27 � <br />PLAN AND PROFILE <br />MARIA COURT <br />10 77 1Z 13 <br />19 <br />— — 18 17 16 15 14 <br />10' RUE <br />8 W <br />100 0 - 11+00 - 12+00 13+00ca I--n--Lro <br />ro6 "S <br />22 <br />MAI NTECA, <br />14 <br />15 16 <br />MONTE VISTA DRIVE <br />(SEE SHEET NO. 9) <br />I <br />I <br />I II <br />12 <br />Gal 1�; I 9 <br />3 INV. 0 C. B. = 79.00 <br />INV. ® M.H. = 79.54 no I INV ® C. B. = 79.00 <br />SLOPE = .0100 I INV. ® M.H. = 78.62 <br />SIZE = 12" J I v SLOPE = .0100 <br />LENGTH = 46' I I SIZE = 12" <br />LENGTH = 38' <br />I I <br />14+00 •0025 <br />I - I - <br />— <br />— <br />— — — — <br />—10' P. UE. <br />MARIA COURT <br />5480 BLOCK <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 INV ® C.B. = 79.00 <br />INV. ® M.H. = 78.55 <br />SLOPE = .0100 <br />SIZE = 12" <br />LENGTH = 45' <br />1 r,/", <br />FLOR RANCH <br />UNIT NO.1 <br />MARIA COURT <br />CALIFORNIA <br />REVISIONS <br />)TInNe <br />zy <br />— — 8 <br />II al <br />AIX0of <br />I� <br />1 o I 3 <br />7 <br />I <br />I <br />MONTE VISTA DRIVE <br />(SEE SHEET NO. 9) <br />12-22- �h�t <br />NOTES.- <br />1. <br />OTES.1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION <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 />OF EXCAVATION. <br />2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING <br />UTILITY CROSSINGS AND SERVICES. <br />J. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />MCR Engineering <br />. PLANNING • ENGINEERING • SURVEYING <br />822 Sen Heat Place • Mantem Ca9fomla 95331-4941 <br />12091239.6229 FAX 12091259.9839 <br />JOB NO. 98105 <br />DATE APRIL, 1999 <br />SCALE AS SHOWN <br />DR. BY PH <br />CK. BY JR <br />FILE '\98105\PP-2 <br />C•M <br />82 <br />80 <br />78 <br />76 <br />74 <br />72 <br />H <br />