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i <br /> � - <br /> Const. Const. <br /> Const. Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> I I <br /> 1 ' 4' — 38' 38'-41 '+ 4' 4' 4 <br /> Limits of Clearing and Grubbing <br /> I I I <br /> 2 2 1 31 '-38' <br /> Conform A.C. Dike Type "A" (High Dike) Conform <br /> Conform <br /> 8% I Earth Gutter Grade Earth Gutter Grade <br /> DETAIL 3 DETAIL 4 <br /> DETAIL 1 <br /> Const. Const. Const. <br /> law Limits of Clearing and Grubbing ---- Limits of Clearing and Grubbing �{ �--- Limits of Clearing and Grubbing <br /> (See Note 1 . this sheet) <br /> Var. I <br /> 35'-38' 1 2' 5'–8' 3, — 2' — 1 ' 38' 38' <br /> Line cut concrete in <br /> cobblestone planter. <br /> A.C. Dike Type "A" (High Dike) <br /> �z1 <br /> I 8q� dot � -11 .� `8%, I IvOr <br /> A.C. Gutter Grade <br /> Conform TExisitng Planter <br /> Earth Gutter Grade Conform <br /> DETAIL 2 DETAIL 5 DETAIL 6 <br /> Const. Const. <br /> '9 Limits of mailbox relocation. <br /> � Limits of Clearing and Grubbing -� Limits of Clearing and Grubbing <br /> I I <br /> 4' <br /> 38'-53L-- 46' 9' <br /> Existing Concrete Curb <br /> Ito remain in place. SHOULDER SCHEDULE NOTES: <br /> A.C. Gutter <br /> Grade Detail 1 . Portions of existing cobblestone planter (Lt.) <br /> var Va- - /r i Location Lt Rt and wood planter (Rt.) within limits of <br /> ✓J Sta. 449+30 to Sta. 451 +00 1 1 clearing and grubbing shall be removed. <br /> I I — Var. Depth Sta. 451 +00 to Sta. 453+60 1 2 2. Refer to cross sections for minor devitaions. <br /> I I Asphalt Concrete Stc. 453+60 to Sta. 456+74 3 4 <br /> Conform I Sta. 456+74 to Sta. 458+87 3 5 <br /> Sta. 458+87 to Sta. 460+00 5 4 <br /> Sta. 460+00 to Sta. 462+ 12 5 6 <br /> Sta. 462+ 12 to Sta. 462+50 7 6 <br /> Sta. 462+50 to Sta. 471 +33 7 4 <br /> Sta. 471 +33 to Sta. 471 +86 7 7 o ESIS/ <br /> Sta. 471 +86 to Sta. 475+ 15 7 8 y%eyTy <br /> No. 21258 A <br /> DETAIL 7 DETAIL 8 '` E' 9-30-97 <br /> s9T� <br /> �F CAOF' <br /> V) <br /> Z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED LDA SUBMITTED DATE APPROVED DATE ELEVENTH STREET WIDENING SHEET TOTAL <br /> w E. M. PETERSON 4/95 , COUNTY OF SAN JOAQUIN NO SCALE SHOULDER DETAILS , N0. SHEETS <br /> cess tido 1 ,000 w/o Cabe Rd . to Chrisman Rd . 3 8 <br /> FILENAME DRMFR_ SHEET N0. ACAD <br /> E yVs E_\PETE\ 11TH-ST\PLAN\,TYPSEC2 <br />