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43 LF 12" <br />S=.010 <br />NOTES - <br />I. ALL WATER INFORMATION SHOWN ON THESE PLANS IS FOR REFERENCE <br />ONLY. CONTRACTOR SHALL REFER TO PLANS PREPARED BY CAL WATER <br />FOR WATER UNE CONSTRUCTION. <br />2• ALL EXLSTRNG U77LJ17ES WERE PLOTTED FROM RECORD INFORAAATNON <br />AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND ADDITIONAL <br />CROSSINGS AAAY EXIST /N THE FIELD. IT IS M/P£R41110E THAT "U.S.A." <br />LOGiTING SERVICES. LOCATE AND MARK U77UI7ES PRIOR 70 THE START <br />OF EXCAVATION <br />3• THE CONTRACTOR SHALL USE EXTREME CAU77ON WHEN EXPOSING EXISTING <br />U77LI Y CROSSINGS AND SERVNCES <br />4• ANY QAAIAGE TO LXIS71NG U77LI77ES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />SQ litb;� <br />PVI STA = 15+13.54 <br />PVI ELEV = 29.29 <br />A.D. = 2.36 <br />K = 31.72 <br />1 <br />N=91'02'00" <br />Q R=4300' <br />WA7ER VALVE <br />L=197.24' <br />L=47.66' <br />BUTTERFLY VALVE <br />- <br />- <br />FIRE HYDRANT <br />L=41.20' <br />o <br />CURB INLET <br />© <br />m <br />STANDARD AUNHOLE---�— <br />U i <br />.� <br />WATER LINE - <br />-r"-I— <br />—{EO— <br />SANNTARY SEWER <br />c8"s <br />�— <br />STORM DRAIN—C12T'S <br />— <br />-{FZM— <br />7MCAL IOOW ELECT ROLIER <br />k=7 -1 <br />�- <br />1s.2o <br />6 SS <br />TYPrAL IMV ELECTROLI£R <br />6i <br />0--#• <br />WECTAON OF FLOW <br />.003oJ- <br />IOP Of Cl/RB ELEVAl10N <br />XX <br />XX <br />CONC RETAW#W WALL <br />1*a4 H TAL <br />11"ar <br />SOUND WALL <br />n n <br />a a <br />SEWER AMHOLE NUMBER <br />Q <br />STORM DRAW AHNHOLE NUMOD? <br />CURVE NUMBER <br />m <br />CURA GvnER AND <br />SADENALK <br />- - <br />NOTES - <br />I. ALL WATER INFORMATION SHOWN ON THESE PLANS IS FOR REFERENCE <br />ONLY. CONTRACTOR SHALL REFER TO PLANS PREPARED BY CAL WATER <br />FOR WATER UNE CONSTRUCTION. <br />2• ALL EXLSTRNG U77LJ17ES WERE PLOTTED FROM RECORD INFORAAATNON <br />AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND ADDITIONAL <br />CROSSINGS AAAY EXIST /N THE FIELD. IT IS M/P£R41110E THAT "U.S.A." <br />LOGiTING SERVICES. LOCATE AND MARK U77UI7ES PRIOR 70 THE START <br />OF EXCAVATION <br />3• THE CONTRACTOR SHALL USE EXTREME CAU77ON WHEN EXPOSING EXISTING <br />U77LI Y CROSSINGS AND SERVNCES <br />4• ANY QAAIAGE TO LXIS71NG U77LI77ES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />SQ litb;� <br />PVI STA = 15+13.54 <br />PVI ELEV = 29.29 <br />A.D. = 2.36 <br />K = 31.72 <br />1 <br />Z 2 <br />{ 34 <br />� Z <br />+ <br />Lk <br />o <br />L- + _L M,__+ 33 <br />2 <br />_ W 32 <br />N <br />31 <br />30 <br />PRONTER <br />SED, AVER <br />®C 79 <br />?m <br />FLOWLINE <br />CURVE TABLE <br />A=262049'09" <br />N=91'02'00" <br />Q R=4300' <br />0 R=30.00' <br />L=197.24' <br />L=47.66' <br />1 <br />i <br />® R=57.00'4Q <br />R=30.00' <br />L=41.20' <br />o <br />-124 <br />co <br />U i <br />.� <br />23 <br />22 <br />121 <br />20 <br />_ 19 <br />1s.2o <br />6 SS <br />18 <br />n <br />m <br />r <br />Z 2 <br />{ 34 <br />� Z <br />+ <br />Lk <br />o <br />L- + _L M,__+ 33 <br />2 <br />_ W 32 <br />N <br />31 <br />30 <br />PRONTER <br />SED, AVER <br />®C 79 <br />?m <br />FLOWLINE <br />CURVE TABLE <br />A=262049'09" <br />N=91'02'00" <br />Q R=4300' <br />0 R=30.00' <br />L=197.24' <br />L=47.66' <br />A=41 °24'35" <br />A=88058100" <br />® R=57.00'4Q <br />R=30.00' <br />L=41.20' <br />L=46.58' <br />28 <br />-,—j <br />27 <br />i <br />!26 <br />Os� <br />25 <br />b <br />I <br />-124 <br />U i <br />.� <br />23 <br />22 <br />121 <br />20 <br />_ 19 <br />1s.2o <br />6 SS <br />18 <br />n <br />17 <br />r <br />16 <br />pFK)FLE WALL. <br />1*a4 H TAL <br />11"ar <br />VEMEA. <br />STATE HIGHWAY ROUTE NO. 4 <br />(FARMINGTON ROAD) <br />(SEE OFFSITE PLANS) <br />14 15 is n 18 rs 20 21 22 <br />GEL REY COURT <br />FOR OFFSITE WORK SEE CALTRANS <br />PERMIT NO. 1006-6MC-0793 <br />a�sD' <br />STATE HIGHWAY ROUTE NO. 4 <br />FARMINGTON ROAD <br />(SEE OFFSITE PLANS) <br />rcft <br />0 <br />f <br />i <br />Os� <br />b <br />6 <br />4 <br />SHEET <br />12 <br />15 SHEETS <br />