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APPROVED BY: <br />Nome' GfX14 &" <br />Agency <br />Title <br />Dote. <br />6' x 3' Pre -Cost Reinforced <br />u t Concrete Box Culvert <br />��� \\ , <br />i b <br />i i is <br />LEGEND <br />j/ <br />Limits of Variable Aspholt Concrete Overlay <br />\\\ <br />Limits of Deep Lift Asphalt Concrete Overlay <br />Limits of Earthwork <br />Limits of Rock Slope Protection <br />Limits of Slurry Cement Backfill <br />NOTES: <br />1 The contractor shall order the pre -cast concrete Box Culvert <br />AAS,,TO Standard Shape M259 within three (3) days after award <br />of contract and provide written notification to the engineer <br />of the delivery dote as agreed with the monufocturer <br />2 See sheet 2, 3, and 4 for Box Culvert details and Spec4 cottons. <br />3 Method 2 Back611 Required <br />Rock Slope Protection (backing <br />no. 1, method B placement) <br />Slope Protection Fabric <br />TYPICAL ROCK SLOPE PROTECTION DETAIL <br />0' 1' 2' <br />3' I <br />r <br />Inver( Elev. 94.69-\ <br />42' <br />It <br />ConBt. <br />4 10' 1 Cr <br />Elev. 99.95 <br />Elev. 91,50 <br />1.4$ <br />Hinge Point <br />4O` 1.25 <br />/B= 2x 2% x. <br />TS = 0.0074 <br />.25' Sand <br />ACAD FlIE NWE _RAWER I 5HEET Na. I 0- re <br />e \britlge\w688\plan w688 � �((�� <br />4' <br />rev. 98.50 <br />Hinge Point <br />8x� ( Var. <br />- � J <br />SECTION A —A <br />a' 2' 4' <br />DARE PRINJECT ENGINEER <br />t11t I/col l.J <br />aAIE I <br />i�1� tau <br />Invert Elev. 95.00 <br />-Approx. Centerline of Canal <br />Existing Edge <br />ravement <br />tr'f <br />Temp. B.M. <br />— Elev. 99+87� ... <br />216+00 + <br />�- <br />Exiting Toe Una— ,1 <br />c <br />Existing 3' Diameter Pipe <br />Existing 3.3' L <br />\ <br />Diameter Pipe <br />I <br />ExistinCottonwood Tree <br />AExisting <br />_'A <br />- - ---------f- <br />- ------------ <br />--- --- <br />- <br />---------------- ----------- - <br />Toe Line <br />-sue - --- -- <br />= <br />•�a' y a rNew _ `\; <br />__ <br />New Hinge Point <br />-------%----- $ - LNew Hinge Point Existing Hinge Point— _Existing Ditch <br />,� <br />--- - F- *' 9 <br />of Ditch (T O Flowl ne <br />j/////00��� <br />Place 42 LF. 6'x3' Pre -Cast <br />Concrete Box Culvert Reinforced <br />ASSHTO Standard Shape M259 <br />j/////////00MM, <br />'a <br />Existing Ditch Flowline <br />Existing Fence c.• .� .F'�y''.•.",''>,•!': '.' .t"). "`: <br />A <br />New Toe � Skew <br />Una <br />% A <br />•_Existing o` <br />i Toe Una y z <br />o � o <br />of <br />— <br />+40 COCtSt.— <br />Remove & Dispose] <br />Existing Concrete <br />Culvert, Headwatla, j Existing Edge <br />and 1Pn walla �of Pavement <br />New Hinge Point rExisting Hinge Point <br />t -7 / <br />New Ditch Flowline, <br />Grade to Drain (Typ.) R/W <br />PLAN <br />a' 2' 4' <br />-Existing Ditch Flowline <br />g <br />Deep UR Asphalt Concrete €`,° Existing Centerline <br />of Roadway <br />V PROFILE-- <br />1.5' <br />a 2 4 <br />,---7.17'— <br />COUNTY OF SAN JOAQUIN , ,cs NOTED I <br />PLAN & DETAILS IVAN At ROAD MINOR STRUCTURE W688 REPLACEMENT) Shad No. <br />ACROSS CENTRAL SAN JOAOUIN WATER CONSERVATION DISTRICT IRRIGATION CANAL 1 of 4 <br />