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2' <br />Thornton Road % R/W <br />40'—p„ _ V <br />yy <br />13 _U - <br />-r — <br />Concrete Collar <br />to ren ain in E. P. E. P, <br />place. <br />/ N <br />0 CD CD <br />I <br />Legend <br />—G— Buried Gas Line <br />—T— ff cried Telephone Line <br />Thornton <br />Minor Structure <br />- T - - <br />139+26.84 <br />Remove <br />headw <br />CL <br />12 L.1 <br />Rein <br />(AS T <br />R 0 Cl d E. P. <br />W-13 6 <br />(0.5 mile south of Woodbridge Road) <br />SITE 4 <br />40)_0 <br />A 7 , -%,, <br />Backfill w/ import <br />borrow or native <br />Levee Road N <br />Top of bank <br />Toe of <br />S' <br />W.I.D. Canal <br />Toe of <br />slope <br />:)f bank <br />Road <br />(ert Wingwall <br />ee S.P. D85 <br />ils. (Typ.) <br />Notes: <br />1. The Contractor shall coordinate <br />the work at Site #4 with Wr r diDrid je <br />Irrigation District. <br />2. Precast concrete box culvert <br />joints shall be rrir rtared and sealed <br />to prevent leakage and infiltration. <br />#5x24" Dowel <br />® 12" o.c. <br />(Typ.) <br />A <br />`Existing <br />Construction <br />Note: Cover �iab not shown. <br />DESIGN APPROVED BY: <br />AGENCY: WOODBRIDGE IRRIGATION DISTRICT <br />DATE: <br />PLAN <br />No Scale <br />#4x18"®15" <br />Note: All gate lumber shall be <br />heart redwood rough sawn. <br />4'-0" Cover Slab 2'-6" <br />1-#4 ® 87 max. Er <br />=30 20 /0 /0 20 30 40 <br />.�,. <br />LNAME <br />N BY DATE Ppo.,FrT FNr_lNEER DAT rNFrkcr DATE C11Qf&AeTTcn nnTE APPROVED DATEPLAN SCALE I"= 5W S1gO COUNTY OF SAN JOAQUIN <br />� �5194 �(S ��`���qG' S. , zlC DRAWER SHEET NO <br />K� <br />lei--] 7J - <br />12" <br />2" "V' - nntch rad inside face - <br />all around and gr-)ut. <br />rind existing. (Typ.) <br />SLIDE <br />Box Culvert <br />Wingwall (Type D) <br />See S.P. D85--.,, <br />6'-Y' <br />3"xl1"x9' F. <br />Lurr ber- <br />91 <br />J L_ � <br />7#40169 <br />3-#4 <br />Rebar <br />SECTION A—A <br />North Levee Road <br />Top of bank � <br />- — —- - - - <br />A <br />11 <br />�South Levee Road <br />ToP of bank <br />- 2-1 /2"O x9" Galy. <br />Anchor bolt w/ <br />washer & nut (Tot. 4) <br />Top of Wingwall <br />12" (Typ.) <br />2'+3" <br />Top of Levee <br />3"x8" Lumber (Trp.; <br />