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IN srAII - <br />rRAFFIC SIGN <br />"TYPE A/-Y" LL] I <br />AS PER S. J. CO. STD. Z <br />PLAN N0.A-11 <br />a <br />CURVE FABLE <br />s <br />N A P 0 T S <br />DITCH S=0.0013 <br />STA 10+00 1 SUMMERS COURT(, EL. 47. 74AC <br />t. ALPINE ROAD INSTALL SURVEY MONUMENT <br />F LY SJ CO. STD. A - 8 TYP) <br />IN'�?f��15AR'5�AoW�(IV6 <br />CONDUISTQF 1 <br />STA 104117.00 <br />1 DITCH E S=0.0005 ll Q G. 46. 90 <br />R- DITCH �5.90 E <br />SIG R! ISNS 444.00' �A SUMMERS COURT <br />Y f <br />46.00 <br />L DITCH OF BITCHY I _ 45.f <br />---- �--`� DITCH IE S=0.0005 <br />SEE SHEET NO.2 to PUE <br />�64 SECTION A -A <br />�A151',4LC <br />TRAFFIC SIGN "TYPF 4153 " <br />'NOT A rlIR0416y STREET" <br />S PER S. J. co. STD. PLAN A0. A-// <br />ITCH <br />©. 00 7 <br />)�-6•A�36 <br />S� D.po40 <br />CURVE <br />CENTRAL 4 <br />RADIUS <br />LENGTH <br />Cl <br />27' <br />24' <br />09" <br />400.00' <br />191.31, <br />C2 <br />11' <br />12' <br />20" <br />649.86" <br />127.09' <br />C3 <br />190 <br />26' <br />53" <br />649.86' <br />220.58' <br />C4 <br />410 <br />24' <br />35" <br />50.00, <br />36.14' <br />C5 <br />66' <br />44' <br />59" <br />50.00' <br />58.25' <br />C6 <br />75" <br />41' <br />01" <br />50.00' <br />66.05' <br />C7 <br />95" <br />16' <br />16" <br />50.00' <br />83.14' <br />C8 <br />410 <br />24' <br />35"' <br />50.00' <br />36.14' <br />C9 <br />30' <br />39' <br />39" <br />599.86" <br />320.83' <br />Ct 0 <br />15' <br />41' <br />44" <br />450. DO' <br />123 27' <br />C11 <br />11' <br />41' <br />35" <br />450.00, <br />91.84' <br />C12 <br />90000, <br />00" <br />20.00' <br />31.42' <br />C13 <br />25' <br />06' <br />53" <br />50.00' <br />21.92' <br />C14 <br />27' <br />15' <br />34" <br />425- 00' <br />202.20' <br />C15 <br />30' <br />44' <br />29" 1 <br />624.86' <br />335.26' <br />11� <br />!z <br />lz <br />ui Ili <br />1 + <br />I <br />m? <br />I <br />I 21.95'FG *&. &0 <br />0. G. 47.30 <br />r�- <br />0.52E <br />If C I I <br />I NtPTA6lo 1-3" <br />2 <br />-45.60 E <br />k <br />/ P <br />Ml� y <br />A4 tzF L` �` •••� <br />�iid t 'r 3 <br />10 <br />¢5.7Co IL <br />\ <br />CIO <br />-o <br />k <br />zG� <br />�Z\ <br />a� <br />SUMMERS COURT <br />SCALE: HORIZ 1 "= 50' <br />------ VERT 1 "= 2' <br />10' PUE <br />C3 220.621--i - <br />•32002 <br />C9 <br />I NSTN.1• 2- 3•• <br />P6► �� CONDUIT <br />DITCH FLOW <br />LINE (TYP) <br />3 <br />C4 <br />-- 45.le0 E 36.13' <br />00 IL <br />00 IL <br />f0.00' <br />FG 47.01 <br />I� <br />fIW <br />1� <br />I <br />N +� <br />♦ Ot <br />N f y <br />yIQ <br />ti <br />LUj , <br />t <br />FG <br />C7 <br />4 <br />I V �- -�n�, )in dcir-ra. v <br />C6 INSTALL SURVEY MONUMENT <br />rO6-.a" INSTALL TRAFFIC SIG, "TYPE N- <br />S.J. CO STD. PLAN NO.11R,STA 21E 9i J-5(p <br />WSINSTALL 18�IDSD INLET <br />p SCALE: 1 "'=50' <br />N <br />4 ► . ?2 INV. sit, gO' I <br />G 46.51 -~ -- <br />C13 619.3r <br />13.5 FOR C0Nr1AlUATI01V <br />SEE DETAIL I SEE SHEE T N0. 4 <br />ON sHr. 4i4 <br />INSTAL„ CIS, G INl.L <br />41.87 INV. i <br />LIE AS §HOVM <br />ON PLAN <br />i OF DITCH <br />5' . 4' <br />50' RIV <br />16, i6' 4' 5' 10, <br />P.U.E. <br />' DffPTH , Vm e1c-.5 1 <br />95x "5D COAT to A <br />R=5 F200"I .5 <br />2" AC T.L=3 5 <br />4"AB C OF DITCH <br />4" ASB <br />SUMMERS COURT <br />NOT TO SCALE <br />10+00 <br />11+00 12+00 <br />13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 <br />21+00 <br />3 <br />22+00 <br />23+00 24+00 <br />aD <br />. <br />' <br />t <br />. <br />NI <br />O <br />LU <br />0 <br />F- <br />1 <br />52 <br />52 <br />. - . - <br />. - p w i"° <br />Q <br />_ _ _ _ _ _ _ _ <br />_ _ » _ » _ _ _ _ » » » « _ _ _ » _ _ » _ _ _ _ « « _ _ <br />U <br />.w <br />:u� . <br />Ix <br />50 <br />= <br />a <br />ORIGINAL GROUND <br />50 <br />_ _ » » _ - - _ _ _ _ <br />PROFILE <br />I. <br />. <br />3 <br />11 <br />m <br />W <br />(j <br />a <br />J <br />W <br />48 <br />___-_- . ��� ___--�--�--��� <br />48 . <br />S- 0.0000- <br />\Lim <br />EDGE OF SHOLDER <br />DILLON ENGINEERING <br />46 <br />' . <br />- <br />r <br />46 <br />_ <br />_ _ _ <br />_ <br />_ » - .. - -_ - .. <br />- - - - - _ _ : » - _ _ _ _ _ . o. 000 5- _ _ _ _ _ - « » <br />ENGINEERING PLANNING SURVEYING <br />• <br />- _ - DITCH FLOW LINE - - • - -' <br />1820 W. Kettleman Larne, Suite E <br />--- <br />Lodi, Caiifornia 95242 <br />(209) 334-6613 <br />44 _ <br />_ _ _ _ <br />_ <br />_ » _ » _ - <br />_ _ » _ _ _ _ _ _ _ » _ _ _ <br />ALPINE ES TA TIES <br />IMPROVEMENT PLANS <br />. <br />/13"RCP <br />SUMMERS COURT <br />INV♦ <br />4I.SQ <br />ISMO.0012 <br />PLAN & PROFILE <br />QROFES51p <br />DEPARTMENT OF PUBLIC WORKS <br />w• DI <br />FOR CONTINUATION <br />SAN JOAQUIN COUNTY, CAUFORNIA <br />•5EE SHEET 4 <br />- <br />r*i <br />5835 <br />REV. NO. <br />DESCRIP77ON <br />p,�,E <br />SCALE: AS SHOWN <br />APPROVED BY <br />SHEET NO. <br />EXPIRES _ * <br />S Dvl K I.�T <br />5 /% <br />DESIGNED BY• SLYA DAV <br />DA 7F <br />3 <br />• <br />- <br />sT9 1 C 1 V Jv <br />Pb t 11 c pvft 1 Nc- <br />5190 <br />DRAWN BY JP <br />HENRY M. HIRA TA, RCE,21258 <br />OF 4 SHEETS <br />� <br />OF CA1-kF <br />CHECKED BY <br />DIRECTOR OF PUBLIC WORKS <br />JOB NO. <br />• <br />SAN JOAQUIN COUNTY, CALIF <br />g868 <br />. <br />• <br />AS BUILT BY.� Iti( <br />