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T255 - T258
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T255 - T258
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Last modified
3/8/2016 3:38:44 PM
Creation date
1/22/2016 9:06:21 PM
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Improvement Plans
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Improvement Plans
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50' 0.25' A.C. Overlay 0.25' A.C. Overlay / Var. A.C. Base (0.00'-0.30') 100' <br /> A.C. Trans. A.C. Trans. <br /> 0 o w <br /> a a a O0 Q) CD 0 <br /> O <br /> X25' � 0+ o r j 25' <br /> LEGEND I I M N <br /> loi lol l o ld 6 <br /> o.00' Depth of Asphalt Concrete0 20'1 25'1 40'1 w M w v' <br /> Pavement Planing � E.P. ® E.P. <br /> ■ Limits of Asphalt Concrete — <br /> Pavement Planing f +I +I <br /> N 226 227 228 229 230 231 232 233 N <br /> ® Variable Depth Asphalt <br /> Concrete Overlay — — — — — — <br /> PG&E Gas Valve—Frame E ® E.P. E.P. E <br /> ® 0 40'1 30'1 Const. 30'1 0 <br /> and cover to be adjusted C w w o � <br /> to grade by others. ° I I I I 1 1 ° <br /> MCI M.C.I. 4" PVC Fiber 0 0 <br /> Optic cable. O I I I 0 <br /> N M D 17 <br /> N N <br /> a o <br /> BEGINNING OF PROJECT END OF PROJECT <br /> 44 . 0 + + 44. 0 <br /> M M <br /> N N <br /> 42 . 0 (n 42 . 0 <br /> 40 . 0 A roximate Finished Grade Finished Grade 40 . 0 <br /> M M <br /> N � <br /> W W <br /> 38 . 0 - - -- - - - - - - - - — - - - - - - 38 . 0 <br /> IL <br /> 36 . 0 36 . 0 <br /> Existin Profile <br /> 34. 0 34. 0 <br /> 32 . 0 32 . 0 <br /> 30 . 0 30 . 0 <br /> W <br /> Cu . Exc. x <br /> Z <br /> x <br /> W <br /> Yds. Emb. Z <br /> Ld <br /> Z STA. 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 31 +00 232+00 233+00 234+00 235+00 <br /> DRAWN BY DATE SHEET TOTAL <br /> o %I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE PLAN SCALE: PROFILE SCALE. PLAN AND TURNER ROAD RESURFACING NO. SHEETS <br /> +ca �wser ►of9� 5� ,��9� ; „��`„ ,/�� COUNTY OF SAN J OAQ U I N NO SCALE VER IZ.' 1" =2' PROFILE 4,000'± to 5,000'± e/o Davis Road 3 4 <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> ROADS -7- 25'1 D:\TURNER\PLAN, <br />
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