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PROFLE SCALE <br />I' - 40' I-IOF1¢ONTAL <br />r - r VEFITICAL <br />DUNCAN ROAD <br />(SEE SHEET 9) <br />immmmm <br />INS <br />- - <br />OI 9 19 30 — <br />INV O -al= 80.60 INV O Cl = 81.86 <br />INV O AN = 80.12 INV O AM = 81.43 <br />SLOPE _ .010 SLOPE = .010 <br />5' 20' 22' 8' SIZE = 12' 7' 18' 18' 7' SIZE = 17' <br />yr' LENGTH or 47' 'W, LENGTH = 43' <br />DUNCAN ROAD GIOVANNI COURT <br />(SEE SHEET 9) (SEE SHEET 11) <br />NOTES <br />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 SERNCES. <br />J. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR, <br />APPROVED RY: <br />UNDEN COUNTY WATER DwTR= <br />GENERAL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />PLAN & PROFILE <br />MONTE VISTA DRIVE <br />INV O G <br />= 80.47 <br />INV O AIH <br />= 80.20 <br />SLOPE <br />= .010 <br />WE <br />- 12' <br />LENGTH <br />= 27' <br />12 11 10 <br />31 1 <br />T 18' 18' T <br />50' <br />POGGIO LANE <br />(SEE SHEET 12) <br />FLOR RANCH <br />UNIT N0.3 <br />LINDEN, CALIFORNIA <br />INV o G <br />= 79.60 <br />MV O MH <br />- 79.34 <br />SLOPE <br />or .010 <br />SIZE <br />= 12" <br />LENGTH <br />= 26' <br />SANITARY SEWER LATERALS SHALL <br />BE INSTALLED W/ AN 1/8 BEND <br />PER ALL B OF SJ CO. STD. S- 7B <br />IYP. 8 7 — 6 <br />19+00 20+00 <br />69 70 av o G = 61.42 TORY DRAINAGE BASIN <br />INV O AIH = 61.26 I 54 I 55 <br />SLOPE _ .010 <br />SIZE = 12' <br />' SI <br />LENGTH or 16 <br />MONTE VISTA DRIVE <br />.AGILE <br />ECORD DRAWIN! <br />F=m11wWTVm1 <br />�1ga <br />PLANNING• ENGINEERING• SURVEYING <br />Cdjonds ow <br />M230422E FAX UOW U "U, <br />.NIB NO. <br />CURVE TABLE <br />CURVE <br />LENGTH <br />RADIUS <br />DELTA ANGLE <br />C41 <br />42.41 <br />2700' <br />89'5951' <br />C5 <br />42.41' <br />27.00' <br />90'00'09" <br />C6 <br />42.41' <br />27.00' <br />89'59'14' <br />C7 <br />42.42' <br />2700' <br />90'00'46" <br />C8 <br />42.4 i' <br />2700' <br />89'59'14" <br />C9 <br />42.42' <br />2700' <br />90'00'46' <br />.AGILE <br />ECORD DRAWIN! <br />F=m11wWTVm1 <br />�1ga <br />PLANNING• ENGINEERING• SURVEYING <br />Cdjonds ow <br />M230422E FAX UOW U "U, <br />.NIB NO. <br />05-034 <br />DATE <br />05/16/2005 I&M <br />WALE <br />AS SHOWN <br />OR BY <br />SLS <br />CIL BY <br />JDE <br />FL& <br />1,1005,0.5-0.11 \4ry1 AW\ 10.No1mwrfe.dro Ina <br />21+00 <br />J <br />V <br />4 <br />2 <br />9 <br />I <br />7 <br />03 W <br />COPYRIGNTO 2005 MCR ENGINEERING <br />No. C54098 <br />EXP. 12-31-05 <br />s/r-r/Os <br />SHEU <br />NUNWR <br />10 <br />oF17 <br />