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nit <br /> r <br /> INDEX OF S14EF-Ts COUNTY OF SAN JOAQUIN <br /> 21 -T 1 119651Iro <br /> SHEET NO. i TITLE PAGE <br /> 2 BIANCHI ROAD PLAN & PROFILE -- COUNTY OF SAN JOAQUIN <br /> 3 _ IJAMS ROAD PROFILE d TYPICAL SECTION . DEPARTMENT, HIGHWAYS <br /> Submitted `1&Lc/ 2 _I965 <br /> 4 .CONSTRUCTION -DETAILS, BIANCHI ::ROAD TYPICAL SECTION i <br /> 5--6-- CROSS SECTIONS, BIANCHI_ RIDAD _- <br /> - STOCKTONt CALIFORNIA ! <br /> Director 7077 <br /> bile Works <br /> Approved v �S 1965• <br /> PLAN AND PROFILE FRANK L. AMOYT,Supervisors <br /> airmaii <br /> Board <br /> Son Jodguin Dounty J, <br /> CHI, <br /> BIA <br /> IJAMS <br /> RDS0 , <br /> i <br /> -- ---- -- - ---�-- -- -- - - j <br /> - AS BU(LT <br /> CC=ECTfONfS BY <br /> M _ 1rJ0 CHANCES <br /> . . <br /> 16 2e co ':� ti:p v 40 51 - <br /> 4 <br /> { <br /> LEGEND -- —ABBREVIATIONS— <br /> - — ^"� :< 41 i 52 <br /> 17 29 r $ ..� 4f R/W Right of Way <br /> 1 <br /> " - <br /> A.0. Asphalt Concrete <br /> TYPE GRADE DESGRIPI10N <br /> A" Sltail conform t8 design grads. _ NCHI � ' Aggregate Subbase <br /> . s RD. <br /> r . <br /> ° A 8 <br /> = men <br /> .... .. s •lir<. 1 ; J 0 4 ) r .. " _ - <br /> May be above dnelgyt glade. E P Existing Po.e r <br /> Shall remain Waft to deflgf4 grOd'A <br /> C . ..... . ... ... May be above or below design gro . Pen. Tr. Penetration Treatment <br /> . ' . ... ` _ <e ,° • .R t 0.e. • Original Ground <br /> . . die. _ " i Mr v P.C.G. • Portland Cement Carteret* <br /> ` Shall remain parallel to design grade. °•+h 0.P. Concrete Pipe <br /> E.S.C.P. Extra Strength Concrete Pipe <br /> D- . ..•. . . . ..... May be above and or below design. 1 -.'i R. Q.P. = Reinforced Concrete Pipe <br /> grade. Shull ream general shape ` <br /> _ • ,4 C.M. P. = Carugated Metol Pipe <br /> of designA <br /> grade. - I ---r- ^ C.M.P A. Corrugated Metal Pipe Arch <br /> E...-. ... ' ":'Shall be parallel to the existing road # �� s.Di. Storm Drain Inlet <br /> grade. « w. ', _ ^� , ° D.I. • Drop Inlet <br /> l Eadhwork to be baianced in the CALAVERIIS RIVER / / _ <br /> t I S-Dr. Side Drain <br /> field between arrows. <br /> �,. <br /> � 'J/ � X-Dr. Cross Drain <br /> ® ..... 2 A.G. over 6 A,B_X, 32 i �,, : <br /> � �' � 8° STEVENSONS A: R QD Remove and Disease <br /> --- <br /> R�es • Remove and <br /> SewageADEN TRACTROJECT LOCATION <br /> 2nP.MS. over 4aA.B. X 24' SxO.t . + Station YardsOverhaul <br /> oul <br /> OCKTON <br /> Sy L.F • LineFeet <br /> 7771 <br /> Diameter <br /> P.M.S. • Mont Mixed Surfacing <br /> A = County Monument <br /> _ _ 1 <br /> LAYOUT, PLAN '"'1 PROJECT LlcAnON MAP " . <br /> Scale: I" • 600r <br /> LENGTH �,06 MILES <br /> 9 <br /> __ I <br />