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----- <br /> SANTA FE ROAD <br /> ROAD INDEX FILE YE�R SHEET TOTAL <br /> NO NO. <br /> 1 376-1 D35- NO 2 SHEETS <br /> S <br /> Const <br /> 35' 251 <br /> 4 <br /> 5' 9 0. 21 'X 24 ' A5prhol+ Concrete 4 9 <br /> A.C. Shid. A.C. Shid. <br /> 2 % I 2 % 5 % Min. <br /> 5 % Min. Wa 11 0 <br /> ————6—————————— "Q <br /> I :1 Max. <br /> 61 Max. 0. 12 r�Dr <br /> 0.50'Aqqregate Base <br /> TYPICAL <br /> SECTION A <br /> FROM TO <br /> STA. 9 + 19 STA. 97 + 66 <br /> Con5t, 19 RIW <br /> 40 40 <br /> VAR. -a 4 0. 21 'x 241 Asphalt Concrete 4'-4111- -ma VAP, <br /> A.C.Shid. A.C. Shid. <br /> 14' 141 5-/� <br /> Cu N w <br /> O Ci <br /> 0) 0/ <br /> 5 % Min. 2 % 5% Min. <br /> Elm Notes <br /> Dimensions are Subject to tolerances <br /> VAR. 6:1 M <br /> G .- I M-aw. wr-' 0.50'Aqqreq�ate Base 0.12, specified in the Standard Specifications <br /> Compact original ground as per Section <br /> TYPICAL 19-5 , State Standard Specifications <br /> SECTION B <br /> FROM 1 11 TO <br /> STA. 97 + 66 STA. 138 + 60 <br /> STA. 152 + 00 STA. 181 + 5 0 <br /> STA. 192 + 50 STA. :219 + 43.74 <br /> Trovelway Trove Iway - <br /> p cit REFERENCE COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> N- - <br /> SANTA FE ROAD <br /> 771 <br /> Excavate, 66; lZecoympact (cis per -Cornpact 05 per Sec. 19-5 --- TYPICAL CROSS SECTIONS* <br /> Sec. 19-5 (See note) <br /> EARTHWORK <br /> DRAWN: APPROVED DATE DATE <br /> U11 <br /> 2- 5-62. <br /> ------- R.Mulllm <br /> --- <br /> NOnATE DESCRIPTION DRAWN: DRAWING NO. <br /> -�PPRD- SC�-ALE; <br /> H <br /> L. H. BRADLEY R.E. 7077 <br /> REVISIONS 1 = 40 RECTOR OF PUBLIC WORKSt <br />