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TT <br />Q <br />82 <br />78 <br />76 <br />74 <br />PROFILE SCALP n <br />r - as I-K)WONTAL. <br />r - r VEFITICAL. <br />21+G0 <br />CDOER M LNTA <br />0 =2339'18" <br />L =102.62' <br />R =250.00' <br />W 2 <br />Q n <br />Q <br />(012 '6ob <br />REMOVE TYPE A" <br />W 0 / <br />1� RSI CO. FOR FUTURE <br />URN <br />T <br />O / 53 USE. <br />55 AW O Cl = 79.90 <br />N4V O MH = 79.56 <br />INV O Cl = 80.10 SLOPE = .010 <br />INV O AN = 79.56 SIZE = 12" <br />SLOPE _ .010 LENGTH = 34' <br />22+00 <br />TIE-IN TO EX. - <br />COVERLW aiA IMPROVEMENTS. <br />A =23'39'18" CONNECT TO EX - <br />L =103.21 WATER _ <br />R =250.00' <br />ilN <br />23+00 <br />SIZE = 17 7 18 18 7 <br />LENC7H = 54' <br />50' <br />BELLA LANE <br />(SEE SHEET 13) MONTE VISTA DRIVE <br />NOTES <br />1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION <br />AND FIELD TOPOGRAPHY. ACTUAL LOCARONS MAY VARY AND ADD1770ML <br />CROSSINGS MAY EXIST IN THE FIELD, IT IS IMPERATIVE THAT USA." <br />LOCATING SERNCES, LOCATE AND MARK UTIL177ES PRIOR TO THE START <br />OF EXCAVATION. <br />2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING <br />U77LITY CROSSINGS AND SERVICES. <br />J. ANY DAMAGE 70 EXISTING URURES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />JAX4 0=rid� 5 -24 -OS <br />GENERAL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />PLAN & PROFILE <br />MONTE VISTA DRIVE & <br />GIOVANNI COURT <br />1' 40' <br />CURVE TABLE <br />= 80.12 <br />CURVE <br />M <br />SIZE <br />O <br />Cl <br />—LADIUS <br />41.20' <br />5700' <br />41'24:i5" <br />O <br />16 N <br />tip Q <br />h <br />^ <br />N <br />g <br />(� <br />16 <br />Um <br />.1 <br />42.41' <br />N <br />Olni <br />C7 <br />42.42' <br />27.00' <br />NU <br />Nd <br />t <br />NW <br />O <br />i NmNU <br />NU <br />o <br />W <br />+ <br />I <br />I <br />88 <br />LISTING <br />GROUN <br />PRO <br />E <br />PROPO <br />ED TO <br />OF C <br />B PRO <br />LE <br />-- <br />EXlS71N <br />GROU D PROFILE <br />_ <br />025TUP <br />N <br />— <br />86 <br />.0025 <br />�y <br />�i <br />00 <br />w <br />84 <br />1 <br />F. 8 <br />Wil <br />C9 <br />C <br />150SIM <br />8' <br />S <br />00 <br />V <br />82 <br />81.1 <br />38 <br />L.. <br />8' <br />8ou <br />1. <br />VI <br />7 <br />q <br />8 / <br />ff.(N') <br />cm <br />RI <br />q <br />0 <br />80 <br />18' <br />SWAM <br />S <br />p <br />.001 <br />78 <br />79.42 <br />18 / <br />b <br />.(W) <br />40 <br />.F. <br />' sil_" <br />12I <br />34 <br />80.12 <br />78 <br />ROD <br />t <br />INV <br />74 <br />21+G0 <br />CDOER M LNTA <br />0 =2339'18" <br />L =102.62' <br />R =250.00' <br />W 2 <br />Q n <br />Q <br />(012 '6ob <br />REMOVE TYPE A" <br />W 0 / <br />1� RSI CO. FOR FUTURE <br />URN <br />T <br />O / 53 USE. <br />55 AW O Cl = 79.90 <br />N4V O MH = 79.56 <br />INV O Cl = 80.10 SLOPE = .010 <br />INV O AN = 79.56 SIZE = 12" <br />SLOPE _ .010 LENGTH = 34' <br />22+00 <br />TIE-IN TO EX. - <br />COVERLW aiA IMPROVEMENTS. <br />A =23'39'18" CONNECT TO EX - <br />L =103.21 WATER _ <br />R =250.00' <br />ilN <br />23+00 <br />SIZE = 17 7 18 18 7 <br />LENC7H = 54' <br />50' <br />BELLA LANE <br />(SEE SHEET 13) MONTE VISTA DRIVE <br />NOTES <br />1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION <br />AND FIELD TOPOGRAPHY. ACTUAL LOCARONS MAY VARY AND ADD1770ML <br />CROSSINGS MAY EXIST IN THE FIELD, IT IS IMPERATIVE THAT USA." <br />LOCATING SERNCES, LOCATE AND MARK UTIL177ES PRIOR TO THE START <br />OF EXCAVATION. <br />2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING <br />U77LITY CROSSINGS AND SERVICES. <br />J. ANY DAMAGE 70 EXISTING URURES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />JAX4 0=rid� 5 -24 -OS <br />GENERAL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />PLAN & PROFILE <br />MONTE VISTA DRIVE & <br />GIOVANNI COURT <br />1' 40' <br />FLOR RANCH <br />UNIT NO.3 <br />LINDEN, CALIFORNIA <br />-TL" <br />[•I <br />84 <br />& <br />L•L <br />76 <br />Q <br />24 <br />CURVE TABLE <br />= 80.12 <br />CURVE <br />LENGTH <br />SIZE <br />DELTA ANGLE <br />Cl <br />—LADIUS <br />41.20' <br />5700' <br />41'24:i5" <br />C2 <br />197.24' <br />4300' <br />262'4909" <br />C3 <br />41.20' <br />57.00' <br />41'24'35" <br />C6 <br />42.41' <br />27.00' <br />89'59'14" <br />C7 <br />42.42' <br />27.00' <br />90'00'46" <br />FLOR RANCH <br />UNIT NO.3 <br />LINDEN, CALIFORNIA <br />-TL" <br />[•I <br />84 <br />& <br />L•L <br />76 <br />Q <br />24 <br />1 \ <br />25 <br />23 <br />12+W <br />CURVE TABLE <br />= 80.12 <br />o <br />= .010 <br />SIZE <br />DELTA ANGLE <br />C10 <br />� <br />� b <br />6 <br />92'03'44" <br />S <br />,o c <br />W a <br />v1 <br />16 <br />^ oo co <br />W <br />23'39'18" <br />C14 <br />W N <br />N N <br />Z <br />+ <br />m2 <br />Oa <br />o <br />W <br />+ <br />I <br />I <br />1 \ <br />25 <br />23 <br />12+W <br />CURVE TABLE <br />= 80.12 <br />CURVE <br />= .010 <br />SIZE <br />DELTA ANGLE <br />C10 <br />= 47' <br />,IDE <br />92'03'44" <br />C11 <br />m1ZJ7'268.00' <br />70'0329" <br />C73 <br />' <br />23'39'18" <br />C14 <br />' <br />3'42 47" <br />I <br />I <br />LISTING <br />GROUN <br />PRO <br />E <br />-- <br />9 <br />—PROI <br />_ <br />025TUP <br />— <br />.0025 <br />�i <br />00 <br />38 <br />L.. <br />8' <br />q <br />cm <br />RI <br />q <br />w� <br />40 <br />.F. <br />' sil_" <br />12I <br />34 <br />80.12 <br />ROD <br />t <br />INV <br />�4 h <br />78.427. <br />THRU. <br />w <br />MlAn <br />1 \ <br />25 <br />23 <br />12+W <br />22 � 21 <br />REVISIONS <br />4 <br />27 28 <br />0 <br />20 <br />29 <br />GIOVANNI COURT <br />0 <br />m <br />84 <br />82 <br />m <br />76 <br />(SEE SHEET 10) <br />MONTE VISTA DRIVE <br />INV O CI = 80.60 <br />CURVE TABLE <br />= 80.12 <br />CURVE <br />= .010 <br />SIZE <br />DELTA ANGLE <br />C10 <br />= 47' <br />,IDE <br />92'03'44" <br />C11 <br />m1ZJ7'268.00' <br />70'0329" <br />C73 <br />' <br />23'39'18" <br />C14 <br />' <br />3'42 47" <br />22 � 21 <br />REVISIONS <br />4 <br />27 28 <br />0 <br />20 <br />29 <br />GIOVANNI COURT <br />0 <br />m <br />84 <br />82 <br />m <br />76 <br />(SEE SHEET 10) <br />MONTE VISTA DRIVE <br />INV O CI = 80.60 <br />INV O MH <br />= 80.12 <br />SLOPE <br />= .010 <br />SIZE <br />= 11 <br />LDYGTH <br />= 47' <br />,IDE <br />19 J <br />FRO SCALE <br />r - 40' HORIZONTAL] <br />r - r vr�TncAL <br />SCALE.. 1' 40• <br />17 <br />O 1~ = 91 86 lC o <br />O MH = 81.43 <br />PE _ .010 <br />12' 7' 18' 1s' 7' <br />GTN = 43' �, <br />MONTE VISTA DRIVE <br />(SEE SHEET 10) <br />111=11 Em laVmwMg9 mT. <br />PLANNING • ENGINEERING • SURVEYING <br />■ 12051475" m FAX 120912*4839 <br />'IEG ARD DRAW1W, <br />i�.7 0 •r"-" (q;Jvafiv'tit-Gold Vsr3V <br />COPYRIGNTO 2005 MCR ENGINEERING <br />JOB NO. <br />05-034 <br />DATE <br />05/16/2P25 16.32 <br />SCALE <br />AS SHOWN <br />DR. BY <br />SLS <br />CIL SY <br />,IDE <br />RLE: <br />a12ua\66-aTllas16,P111-1n.Jc;ow�,;.e.e I <br />No. C540M <br />CP. 12-31-M <br />SINEWY <br />NUMBER <br />11 <br />oF17 <br />