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APPROVED BY: <br />Name: 6" <br />Agency: <br />Title: <br />Dcte: <br />�� �• i- 6' x 3' Pre–Cast Reinforced <br />Concrete Box Culvert <br />'o <br />LEGEND <br />® Limits of Variable Asphalt Concrete Overlay <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 />AASHTO Standard Shape M259 within three (3) days after award <br />of contract and provide written notification to the engineer <br />of the delivery date as agreed with the manufacturer. <br />2. See sheet 2, 3• and 4 for Box Culvert details and Specifications. <br />3. Method 2 Backfill Required <br />Rock Slope Protection (backing <br />no. 1, method B placement) <br />Slope Protection Fabric <br />a <br />TYPICAL ROCK SLOPE PROTECTION DETAIL <br />Bev. 98.50 <br />I Hinge Point <br />I <br />� 85 <br />/ 1 <br />/ 1.5 <br />Pl"'� <br />.25' Sand Cushion <br />6 st <br />0' 10'– <br />1.4868 <br />%0ev. 99.95 <br />� / <br />..�O00000OOOO\ E <br />� svws <br />98.50 <br />Hinge Point <br />1.25Invert Elev. 95.00 <br />J <br />6__ X� Var Approx. Centerline of Canal <br />.,,. .__ r <br />SECTION A -A <br />a' 2' 4' <br />\_ <br />� <br />Existing 3.3' <br />Diameter Pipe] <br />.R/l __ L / <br />U <br />Toe oe ne <br />a _ Existing 3' Diameter Pipe <br />1 <br />A Ic Existing Cottonwood Tree <br />,;r <br />/ �x �a New Toe Una <br />C <br />Q <br />Existing Edge <br />rvement <br />New Hinge Point <br />o Q: <br />f _ <br />of Ditch (Typ.) Flowline <br />— <br />Place 42 LF. 6'x3' Pre–Cast <br />Co <br />Concrete Box Culvert Reinforced <br />Im <br />10'd: AASHTO Standard Shape M259 <br />Temp. B.M. <br />CD CS <br />O 10 r-- – <br />Elev. 99+87 <br />r E <br />S <br />0 <br />216+00 +05 <br />+22.5, +40 <br />— <br />o -m <br />f� Z <br />Invert' E7ev.l, 94.69 <br />-. <br />Bev. 98.50 <br />I Hinge Point <br />I <br />� 85 <br />/ 1 <br />/ 1.5 <br />Pl"'� <br />.25' Sand Cushion <br />6 st <br />0' 10'– <br />1.4868 <br />%0ev. 99.95 <br />� / <br />..�O00000OOOO\ E <br />� svws <br />98.50 <br />Hinge Point <br />1.25Invert Elev. 95.00 <br />J <br />6__ X� Var Approx. Centerline of Canal <br />.,,. .__ r <br />SECTION A -A <br />a' 2' 4' <br />\_ <br />� <br />Existing 3.3' <br />Diameter Pipe] <br />.R/l __ L / <br />U <br />Toe oe ne <br />a _ Existing 3' Diameter Pipe <br />1 <br />A Ic Existing Cottonwood Tree <br />,;r <br />/ �x �a New Toe Una <br />Existing Edge <br />rvement <br />New Hinge Point <br />-- <br />Existing Hinge Point Existing Ditch <br />New Hinge Point <br />f _ <br />of Ditch (Typ.) Flowline <br />— <br />Place 42 LF. 6'x3' Pre–Cast <br />Concrete Box Culvert Reinforced <br />10'd: AASHTO Standard Shape M259 <br />Temp. B.M. <br />Elev. 99+87 <br />Const.— <br />216+00 +05 <br />+22.5, +40 <br />10'f <br />i <br />� <br />Extiatr Conemretee <br />Culvert, Headwalls, <br />and Wingwalls <br />Existing Edge <br />Pavement <br />�of <br />----------- ---' New Hinge Point <br />Existing Ditch Flowline t-•�-=__ --- ------ -----F---- ` 9 <br />Existing Hinge Point <br />—T — — –7 <br />:�:'::'::::L:jt::':::.:: "'::%:{f F'i'x' •i: <br />\ � <br />� <br />.� <br />I <br />I,t <br />Existing Fence– <br />x x <br />''' x x x�x��i <br />x <br />-_�_ - <br />- <br />A <br />• <br />X % / New Tae <br />/ ���^� <br />/ Ske <br />(, � <br />�Q / / New Ditch Flowline, <br />/ <br />Grace to Drain (Typ.) <br />R/1v <br />X / / c 'c` <br />AU <br />\ <br />o �3/ <br />-�? <br />/ <br />f \ <br />Existing Ditch Flowline <br />Existing o <br />Toe Una z v <br />y PLAN <br />ALE - .EE. <br />/ 3 <br />�•--7.17'---I <br />ZOFILE <br />2' 4' <br />Existing Centerline <br />of Roadway <br />AG10 nLE NAPE ORAwEn 1 SHEET 10. 1 1 aATE� PROJECT ENGINEER aTE I COUNTY OF SAN JO I SA s H o T E o I I VAN ALLEN ROAD MINOR STRUCTURE W6B8 REPLACEMENTI Sheet No. I <br />e:\bridge\w688\p1an_w688 <br />11'Z,JJ �t PLAN &DETAILS gCR055 CENTRAL SAN JOAOaIN WATER CONSERVATION DISTRICT IRRIGATION CANAL 1 Of 4 <br />Va <br />4 <br />