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W <br />ul <br />r2l <br />84 <br />82 <br />rro <br />78 <br />PROFr_E SCALE <br />r - 40' HORRONTAL <br />r - 2' VERWAL <br />36 � <br />NYV O CI = 80.85 <br />INV O AIN = 80.61 <br />1 LENGTH <br />SLOPE _ .010 <br />oo <br />SIZE = 12' <br />42.41' <br />Q <br />89'59'14' <br />34 <br />—33 — <br />2700' <br />o <br />a <br />L6 <br />N <br />M M <br />C11 <br />3301' <br />27.00' <br />70'0329" <br />C12 <br />110.65' <br />268.00' <br />23'39'16' <br />C73 <br />95.78' <br />232.00' <br />2339'18" <br />C14 <br />1737' <br />268.00' <br />34247" <br />C15 <br />95.24' <br />EXISTING <br />GROUND <br />PRO <br />'LE <br />5300' <br />110'5624" <br />C17 <br />m3 <br />9700' <br />10'2320" <br />a <br />Wy.3 <br />9700 <br />om <br />+3+� <br />42.49' <br />+3 <br />90'09'44" <br />o <br />a <br />y <br />110'28'03' <br />C21 <br />-U <br />^m^U <br />10'23'20' <br />- <br />W <br />m -U•-U <br />F - <br />-U-U <br />-U <br />2700' <br />36 � <br />NYV O CI = 80.85 <br />INV O AIN = 80.61 <br />1 LENGTH <br />SLOPE _ .010 <br />DELTA ANGLE <br />SIZE = 12' <br />42.41' <br />lDY07H = 24' <br />89'59'14' <br />34 <br />—33 — <br />2700' <br />90'00'46' <br />C70 <br />43.38' <br />2700' <br />92'03'44' <br />C11 <br />3301' <br />27.00' <br />70'0329" <br />C12 <br />110.65' <br />268.00' <br />23'39'16' <br />C73 <br />95.78' <br />232.00' <br />2339'18" <br />C14 <br />1737' <br />268.00' <br />34247" <br />C15 <br />95.24' <br />EXISTING <br />GROUND <br />PRO <br />'LE <br />5300' <br />110'5624" <br />C17 <br />1759' <br />9700' <br />10'2320" <br />C18 <br />1759' <br />9700 <br />I <br />C19 <br />42.49' <br />27.00' <br />90'09'44" <br />C20 <br />102.19' <br />5300' <br />110'28'03' <br />C21 <br />17.59' <br />97.00' <br />10'23'20' <br />C22 <br />17.59' <br />97.00' <br />10'23'20' <br />C23 <br />42.27' <br />2700' <br />894123' <br />P <br />OPOSE <br />TOP e <br />F CURB <br />PROFI <br />Iq <br />25 E <br />-. <br />_.. <br />19 <br />pw <br />U <br />U <br />LF <br />8' <br />CL1 <br />2 <br />N <br />o�MA <br />IF <br />vc00 <br />L1 <br />•) <br />L.F. <br />CL Ili <br />'tt <br />15' <br />66 <br />pmw <br />.61 <br />INV. <br />L F. <br />18' <br />TOR <br />7 <br />F 81 <br />S <br />= <br />4 <br />r <br />n <br />82 <br />INY. <br />S= <br />001 <br />- _ <br />87NRU <br />FW-000-jl <br />0 L <br />. 8' <br />WA <br />Lm <br />R <br />_ <br />' <br />.45 <br />X28' <br />P. <br />. <br />2 <br />INV.( <br />IM. <br />1-1m <br />76.86± <br />NTIM <br />m <br />n <br />u <br />36 � <br />k?A <br />(SEE SHEET 10) <br />MONTE VISTA DRIVE <br />50' <br />7'18' 18' ,T <br />31 J <br />i <br />..o._w n. <br />v02525 w <br />� 18 SD <br />I <br />66 67 66 <br />Ioo <br />INV O CI = 81.63 <br />2 INV O MH = 81.50 <br />!F SLOPE = .010 <br />00 1l <br />SIZE = 12' <br />LENCIH = 13' <br />POGGIO LANE <br />7' 18' 18' 7' <br />so' Z— <br />BROVELLI LANE <br />(SEE SHEET 12). E '_ 4o,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 V.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 U77LITIES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />GENERAL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />PLAN & PROFILE <br />BELLA LANE & POGGIO LANE <br />LINDEN, <br />:1•J <br />94 <br />8' WATER <br />15" � <br />9 ) <br />92 <br />z� <br />12 INV O AI7-- <br />27' <br />SLOP£ <br />.SIZE <br />CENCIN <br />69 1 <br />I <br />7' 18' 18' 7' <br />so' <br />MONTE VISTA DRIVE <br />(SEE SHEET 10) <br />FLOR RANCH <br />UNIT NO.3 <br />CALIFORNIA <br />NYV O CI = 80.85 <br />INV O AIN = 80.61 <br />1 LENGTH <br />SLOPE _ .010 <br />DELTA ANGLE <br />SIZE = 12' <br />42.41' <br />lDY07H = 24' <br />89'59'14' <br />34 <br />—33 — <br />k?A <br />(SEE SHEET 10) <br />MONTE VISTA DRIVE <br />50' <br />7'18' 18' ,T <br />31 J <br />i <br />..o._w n. <br />v02525 w <br />� 18 SD <br />I <br />66 67 66 <br />Ioo <br />INV O CI = 81.63 <br />2 INV O MH = 81.50 <br />!F SLOPE = .010 <br />00 1l <br />SIZE = 12' <br />LENCIH = 13' <br />POGGIO LANE <br />7' 18' 18' 7' <br />so' Z— <br />BROVELLI LANE <br />(SEE SHEET 12). E '_ 4o,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 V.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 U77LITIES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />GENERAL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />PLAN & PROFILE <br />BELLA LANE & POGGIO LANE <br />LINDEN, <br />:1•J <br />94 <br />8' WATER <br />15" � <br />9 ) <br />92 <br />z� <br />12 INV O AI7-- <br />27' <br />SLOP£ <br />.SIZE <br />CENCIN <br />69 1 <br />I <br />7' 18' 18' 7' <br />so' <br />MONTE VISTA DRIVE <br />(SEE SHEET 10) <br />FLOR RANCH <br />UNIT NO.3 <br />CALIFORNIA <br />(SEE SHEET 12) <br />BROVELLI LANE <br />50' <br />7'18' 18' 7• <br />4001?00 <br />91 <br />1®\\� FYI <br />mill <br />LT;j <br />m- <br />78 78 <br />76 <br />PRCFLE8CALE <br />Lr - 40' HORRONTAL <br />r - r vERnCAL <br />(SEE SHEET 11) <br />MONTE VISTA DRIVE <br />INV O CI - 80.10 SO' <br />INV O A61 = 79.56 7' 1 7, <br />SLOPE _ .010 <br />SIZE = 12' <br />LEAGTH = 54' <br />48 49 51 52 53 <br />AW O CI = 79.90 <br />AWO MH -79.56 <br />SLOPE _ .010 <br />!EINCTFI J4, <br />— <br />BELLA LANE <br />DECOR® DRAWIIv(_,''' <br />orrecllons By _ _ <br />'.J Gndnges BY <br />i.Ate p.-1-G(i <br />:ny Person Using `amu D G n 1 5n„Jn Ve +. <br />AU intOrmaTiOn 6v 11111C"'nn '6, S,1r nr VIr <br />�nnnppr,��na, Inc. <br />! ] F 3 <br />1 <br />Isla <br />,N10 NO. <br />CURVE TABLE <br />CURVE <br />1 LENGTH <br />RADIUS <br />DELTA ANGLE <br />CB <br />42.41' <br />27.00' <br />89'59'14' <br />C9 <br />42.42' <br />2700' <br />90'00'46' <br />C70 <br />43.38' <br />2700' <br />92'03'44' <br />C11 <br />3301' <br />27.00' <br />70'0329" <br />C12 <br />110.65' <br />268.00' <br />23'39'16' <br />C73 <br />95.78' <br />232.00' <br />2339'18" <br />C14 <br />1737' <br />268.00' <br />34247" <br />C15 <br />95.24' <br />23200' <br />2331'11" <br />C16 <br />102.62' <br />5300' <br />110'5624" <br />C17 <br />1759' <br />9700' <br />10'2320" <br />C18 <br />1759' <br />9700 <br />10'2320" <br />C19 <br />42.49' <br />27.00' <br />90'09'44" <br />C20 <br />102.19' <br />5300' <br />110'28'03' <br />C21 <br />17.59' <br />97.00' <br />10'23'20' <br />C22 <br />17.59' <br />97.00' <br />10'23'20' <br />C23 <br />42.27' <br />2700' <br />894123' <br />(SEE SHEET 12) <br />BROVELLI LANE <br />50' <br />7'18' 18' 7• <br />4001?00 <br />91 <br />1®\\� FYI <br />mill <br />LT;j <br />m- <br />78 78 <br />76 <br />PRCFLE8CALE <br />Lr - 40' HORRONTAL <br />r - r vERnCAL <br />(SEE SHEET 11) <br />MONTE VISTA DRIVE <br />INV O CI - 80.10 SO' <br />INV O A61 = 79.56 7' 1 7, <br />SLOPE _ .010 <br />SIZE = 12' <br />LEAGTH = 54' <br />48 49 51 52 53 <br />AW O CI = 79.90 <br />AWO MH -79.56 <br />SLOPE _ .010 <br />!EINCTFI J4, <br />— <br />BELLA LANE <br />DECOR® DRAWIIv(_,''' <br />orrecllons By _ _ <br />'.J Gndnges BY <br />i.Ate p.-1-G(i <br />:ny Person Using `amu D G n 1 5n„Jn Ve +. <br />AU intOrmaTiOn 6v 11111C"'nn '6, S,1r nr VIr <br />�nnnppr,��na, Inc. <br />! ] F 3 <br />1 <br />Isla <br />,N10 NO. <br />05-034 <br />GTE <br />05/161Y 16:36 <br />WALE <br />AS SHOWN <br />mBY <br />SLS <br />cr Sy <br />JOE <br />mm - <br />J'\665\OS-ONI E.c�NIP\ IJ-{p59o=IAEy <br />�60okt \ 1 <br />rte` j8 7 <br />T. 18 <br />ASIA DRIVE <br />MONSEE SHEET it) <br />No. C54M <br />IXP. 12-31-05 <br />5/17 /0 5 <br />ENOINEEMNG <br />SHWr <br />N 11111 <br />13 <br />oF17 <br />