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E <br />EARTHWORK (For Information Only) <br />LOCATION <br />Rdwy <br />Exc. <br />(C.Y.) <br />Rdwy <br />Emb. <br />(C.Y.) <br />Sub. <br />(C.Y.) <br />Str. <br />Exc. <br />(C.Y.) <br />Str. <br />Emb <br />(C.Y.) <br />ROADWAY: <br />Sta.52+52 to Sta.52+92 <br />2 <br />20 <br />2 <br />The contractor shall coordinate <br />16 <br />A.C.( Misc. <br />Areas) (Type 1) <br />his work schedule with Woodbridge o <br />Lid <br />Var. A.C. depth 0' to 0.20' <br />Irrigation District. (209)369-6808. <br />Limits of <br />Work <br />Construction <br />Easement <br />TOTAL <br />2 <br />20 <br />2 <br />4"Conc. Lined W.I.D. Canal to <br />match existing. See Sht.#16. <br />16 <br />b <br />N <br />Ln <br />N <br />N <br />N <br />Lq <br />0 <br />Sta.52+72.17 Remove exist. headwalls, wingwalls & M.B.G.R. <br />3 R/W E <br />� 3 j <br />E E <br />E <br />� I I <br />t f i <br />? i <br />i J ii <br />Shld. <br />CL Ham Ln. <br />rn <br />4' Shld. <br />•> S <br />_._. _._ ._.._.._-- _. -- _.._. _ _. _.._.._.._ .---.._.._ 4!, 0 <br />t ? <br />r ; <br />N <br />0 <br />60' <br />Exist. Sprinklers Conform at R/W. Const. 0 <br />to remain in place. ,.� 4' Conc. Lined W.I.D. Canal <br />E to match existing. See Sht#16. <br />Exist. Conc. [ <br />Canal <br />� 1 <br />16 <br />f3 <br />3 <br />3\ i <br />Imo• I <br />.l <br />r � <br />PE t <br />6 1 i <br />Sta.52+72.17 Exist. 3.5'x 1.5' box culvert to remain <br />in place. Extend 3.5'x 1.5' exist. concrete box culvert <br />Lt. & Rt. See SP D80, D82, D85 & Sht#16 & 17. <br />For placement of reinforcing steel, use SPD80 <br />table for a 4'x2' concrete box culvert. Construct <br />Type D Wingwall with 9" Parapet. See SP A62E <br />for structure excavation & backfill. <br />O pip <br />I 4 FF 1 <br />00 <br />I t <br />1 <br />ConformI ' Conform 4' Shld. :t <br />_Sta_.52+52_ ,. Sta.52+92 <br />EE FE <br />(E .4 <br />J EE iE <br />E€ I EE <br />EE EE <br />Conform <br />iE <br />EE EE <br />FE FE <br />E€ I E€ <br />6,EE Ei <br />F% t 6 <br />-(TyIE) (r <br />I I I <br />�. Conform-- ..--�. <br />_. Sta.52+52 j - <br />e . <br />I <br />3 a6 <br />_ I <br />' TP <br />COUNTY OF SAN JOAQUIN <br />Drawn /By Date Project Engineer Date Checked <br />W <br />t1 C 4i 1 P .Z/9f �• //% 9/1/93 lova. A �I;L' <br />SCALE: NONE <br />Date Submitted <br />Relocate existing irrigation <br />valve to 27' Rt. on <br />W.I.D. canal. See Sht. 17 <br />for details. <br />Cut exist. line 14' from' <br />1 valve & deflect line 27' <br />from center line R/W <br />zo <br />0 <br />o') <br />ConformEP _ _ _.. _ _.... _.... _ _ _ ._. _ ..._..._ _... — <br />\ Sta.52+92 4' Shld. <br />04 <br />+ 16 25' <br />yt` r �- 7- -7 - <br />R/W <br />_9 <br />No. 21258 <br />Exp.9-30-97 /\P <br />HAM LN. <br />�{ 0.20 Mile N/0 Morse Rd.) <br />I I <br />� <br />�F CAL <br />N <br />W182 MINOR STRUCTURE IMPROVEMENTS <br />Date Approval Recommended Date <br />1993 I Sheet No. <br />4 <br />R/W <br />I <br />..� r <br />LEGEND <br />NOTE: <br />The contractor shall coordinate <br />A.C.( Misc. <br />Areas) (Type 1) <br />his work schedule with Woodbridge o <br />Lid <br />Var. A.C. depth 0' to 0.20' <br />Irrigation District. (209)369-6808. <br />Limits of <br />Work <br />Construction <br />Easement <br />Conform 4' e/o R/W. Const. <br />— --4"G— --- <br />Existing <br />4" Gas Main <br />4"Conc. Lined W.I.D. Canal to <br />match existing. See Sht.#16. <br />(High <br />Pressure) <br />COUNTY OF SAN JOAQUIN <br />Drawn /By Date Project Engineer Date Checked <br />W <br />t1 C 4i 1 P .Z/9f �• //% 9/1/93 lova. A �I;L' <br />SCALE: NONE <br />Date Submitted <br />Relocate existing irrigation <br />valve to 27' Rt. on <br />W.I.D. canal. See Sht. 17 <br />for details. <br />Cut exist. line 14' from' <br />1 valve & deflect line 27' <br />from center line R/W <br />zo <br />0 <br />o') <br />ConformEP _ _ _.. _ _.... _.... _ _ _ ._. _ ..._..._ _... — <br />\ Sta.52+92 4' Shld. <br />04 <br />+ 16 25' <br />yt` r �- 7- -7 - <br />R/W <br />_9 <br />No. 21258 <br />Exp.9-30-97 /\P <br />HAM LN. <br />�{ 0.20 Mile N/0 Morse Rd.) <br />I I <br />� <br />�F CAL <br />N <br />W182 MINOR STRUCTURE IMPROVEMENTS <br />Date Approval Recommended Date <br />1993 I Sheet No. <br />4 <br />