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INSMII I <br />TRAFFIC 9/GN 1 <br />"TYPE A/ -Y,, W I li <br />AS PER S. J. CO. STD. Z <br />PLAN NO. A-11 a 1 <br />a I� <br />30' <br />CURVE TABLE <br />N A P 0 T S <br />DITCH S= <br />STA 10+00 L SUMMERS COURTG•EL. 47.74AC <br />t ALPINE ROAD INSTALL SURVEY MONUMENT <br />F LY SJ CO. STD. A-8 TYP) <br />IN��fgbb I-`J� '7& CONDUIT <br />STOP 6AR ARKING <br />srA !0+19.00 <br />R=20' DITCH E S=0.0005 O.G. 46.90 <br />46.12 444'00' A SUMMERS COURT 45.90 E <br />STOP 516N TYPE Rf /SNS <br />-, J� i"<1�, i> e 3 n -u t k .e I •1 �+*wa'! �iMr•Wi+. .. <br />43fLg� 4k <br />R=20' <br />46.12 E DITCH t OF DITCH_ 45 <br />A DITCH IE S=0.0005 <br />Cl2 SEE SHEET NO.? 10' PUE <br />FG 47 01 SECTION A -A <br />INSTALL <br />TRAFFIC SIGN "TYPE 14153" <br />'NOT A T1,1R041aV STREET <br />5 PER 6--l. CO. STD. PLAN NO. A-// <br />0.00 7 <br />DITCH <br />s• 0.004.0 <br />CURVE <br />I <br />RADIUS <br />Q <br />O <br />z <br />I� <br />INSMII I <br />TRAFFIC 9/GN 1 <br />"TYPE A/ -Y,, W I li <br />AS PER S. J. CO. STD. Z <br />PLAN NO. A-11 a 1 <br />a I� <br />30' <br />CURVE TABLE <br />N A P 0 T S <br />DITCH S= <br />STA 10+00 L SUMMERS COURTG•EL. 47.74AC <br />t ALPINE ROAD INSTALL SURVEY MONUMENT <br />F LY SJ CO. STD. A-8 TYP) <br />IN��fgbb I-`J� '7& CONDUIT <br />STOP 6AR ARKING <br />srA !0+19.00 <br />R=20' DITCH E S=0.0005 O.G. 46.90 <br />46.12 444'00' A SUMMERS COURT 45.90 E <br />STOP 516N TYPE Rf /SNS <br />-, J� i"<1�, i> e 3 n -u t k .e I •1 �+*wa'! �iMr•Wi+. .. <br />43fLg� 4k <br />R=20' <br />46.12 E DITCH t OF DITCH_ 45 <br />A DITCH IE S=0.0005 <br />Cl2 SEE SHEET NO.? 10' PUE <br />FG 47 01 SECTION A -A <br />INSTALL <br />TRAFFIC SIGN "TYPE 14153" <br />'NOT A T1,1R041aV STREET <br />5 PER 6--l. CO. STD. PLAN NO. A-// <br />0.00 7 <br />DITCH <br />s• 0.004.0 <br />CURVE <br />CENTRAL 4 <br />RADIUS <br />LENGTH <br />C1 <br />27' <br />24' <br />09' <br />400.00' <br />191.31' <br />C2 <br />110 <br />12' <br />20' <br />649.86' <br />127.09' <br />C3 <br />19' <br />26' <br />53' <br />649.86' <br />220.58' <br />C4 <br />41' <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 />41' <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 />C10 <br />15' <br />41' <br />44' <br />450.00' <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' <br />624.86' <br />335.26' <br />I <br />I~ <br />W <br />I� <br />0 <br />hl <br />1 �I ti <br />NIS <br />apl Z <br />II 21.95'FG 4/0.&0 <br />.f O. G. 47.30 <br />/ <br />4 <br />45.$0 E <br />45. 73, IL <br />C2 <br />SUMMERS COURT <br />SCALE: HORIZ 1'= 50' <br />VERT 1 r- 2' <br />C3 <br />/Ip' PUE <br />220.62' - <br />Pb CONmir <br />DITCH FLOW I <br />LINE (TYP) <br />6 <br />3 R- 4/ <br />C5 - <br />C4 <br />i <br />rL <br />-- 36 <br />45.&O .13 �\2 <br />45.bo IL /\\ <br />60.001 36.13' <br />I FG 47 p1 C8 <br />I� <br />IW <br />� 1 <br />Io I <br />N � <br />+ I, <br />N IN <br />cyi h FG A <br />W12 , <br />t <br />0 <br />6 INSTALL SURVEY MONUMENT <br />� 'INSTALL TRAFFIC SIGN "TYPE N- <br />S.J. CO. STD. PLAN R„ AS PER <br />INSTALL 18'OSDINLET 11 STTAA 21+9/ t5b <br />4'S• 5o R IM N SCALE: 1'=50' <br />41-72. INV 1 612.60' <br />_� - - <br />G 46.51 - - <br />C13 s1s 3r <br />' FOR CO/�/T/NUAT/OM <br />SEE DETAIL I ON SHT, SEE SHEET NO. 4 <br />4/4 <br />•t- g19'a 0 IN6Qt <br />1.87 I V. <br />IO' S' 4' 16' <br />P.U.E. <br />CSX y� <br />IIS HOWN <br />t OF DITCH 4% <br />4' ASB <br />50' R/W �� I <br />16` 4' 5' <br />P.U.E. <br />2X _ , <br />95X RC 70 6' 1 /J&PTH I VA2/E5 <br />PRIME COAT <br />R=5 F2oM 5 )lo /.SI <br />T.L=3.5 t OF DITCH <br />SUMMERS COURT <br />NOT TO SCALE <br />I <br />10+00 <br />11+00 <br />12+00 13+00 14+00 15+00 16+00 17+00 18+00 111+00 20+00 <br />21+00 <br />�3 22+00 <br />23+00 24+00 <br />+ <br />_ <br />_ _ + _ _ <br />+. _ _ _ + _ + _ _ _ +. _ » +. _ _ » +. _ » » +. _ + _ _ _ + _ _ _ <br />+ _ <br />-U) + <br />_ + _ _ } » _ <br />O <br />ti <br />CDa <br />v <br />w <br />NI to <br />J <br />CL <br />W <br />a <br />W <br />O <br />O <br />= <br />h h <br />1 t0 tL <br />- - <br />- -O a w <br />o+ <br />3 <br />- - - - <br />- - - - - - - - - - - - - - - - - _ - » - - - - - - - - - - - - - - - - <br />wola o <br />W O <br />52 <br />p {y, <br />a <br />o <br />o. <br />U .4 <br />52 <br />_ _ o.w <br />y <br />_ _ » » _ _ _ » _ _ _ _ _ _ _ _ » <br />.W . .. . . <br />. . . .. <br />z� <br />o <br />LU <br />50 <br />j <br />v <br />a . <br />ORIGINAL GROUND <br />50. <br />» _ _ _ _ _ » _ _ » _ _ <br />I F <br />. . . . . . . <br />. <br />W <br />PROFILE <br />Q <br />J <br />W <br />tu <br />- - <br />48 <br />. <br />. . . <br />_ _ <br />_ <br />» _ _ <br />» » _ » _ Sr 0.0000. <br />. . . . . . . <br />,,-EDGE OF SHOLDER <br />. <br />- <br />- <br />D ILLON ENGINES RING <br />46 <br />- <br />r <br />46 <br />_ <br />_ <br />_ <br />- ; - <br />_ _ - --= - _ _ _ _ _ _ _ _ m o. 0005- _ _ _ _ _ _ _ <br />- <br />ENGINEERING PLANNING SURVEYING <br />- ' _ - <br />DITCH FLOW LINE - ' <br />1820 W. Kettleman Lane, Suite E <br />Lodi, California 95242 <br />• _ <br />_ - - <br />_ <br />_ _ _ _ <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - <br />(209) 334-6613 <br />44 . _ <br />_ <br />_ <br />_ _ _ <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />ALPINE ESTA TES <br />IMPROVEMENT PLANS <br />` <br />- - - <br />- <br />- - - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />• <br />'8 R`P <br />S-0.0012 <br />SUMMERS COURT <br />� <br />INV <br />41.SQ <br />PLAN & PROFILE <br />Q�OFESSIO <br />DEPARTMENT OF PUBLIC WORKS <br />p <br />CONTINUATIONI <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SOE <br />5835 <br />REV. NO. <br />DESCRIP77ON DA7E <br />SCALE: AS SHOWN APPROVED BY <br />SHEET NO. <br />�) <br />`C <br />_ <br />_ - _ <br />_ <br />_ _ _ - <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - • * - • EXPIRES <br />5/% <br />DESIGNED BY: SLYADAV DATE. <br />3 <br />V <br />12-41-93 <br />sj <br />& <br />?btf; CI?on1W& 5/90 <br />DRAWN BY JP HENRY M. HIRATA, RM21258 <br />OF4SHEETS <br />OF CALIF <br />CHECKED BY DIRECTOR OF PUBLIC WORKS <br />JOB NO. <br />SAN JOAQUIN COUNTY, CALIF. <br />8868 <br />• <br />AS BUILT BY.4 M <br />I <br />