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INDEX OF SHEETS <br />SHEET i TITLE SHEET, CROSS SECTIONS <br />X <br />SHEET 2 IMPROVEMENT PLAN <br />SHEET 3 STRIPING / SIGNAGE PLAN <br />x <br />52m± <br />VARIES <br />VARIES 6.9m± 6.9m± <br />Sawcut 1'(. �Om) East of Ex. EP <br />>. Remove AC & Repave <br />2 �EX .6%± EX 3.3%± <br />5"(127mm)-AC (Asphalt Concrete - <br />Type B- X12 "(13mm) Max. Agg.) <br />X <br />14"(356mm)-AB (Aggregate Base -CI. II) @ 95% R.C. <br />�T09"(228mm)-COG (92% R.C. Compact Original Ground) <br />STREET SECTION '1A" <br />NOT TO SCALE <br />X <br />a <br />CS <br />s <br />i <br />t <br />X <br />PROPOSED <br />CLEMENTS OAKRIDGE ESTATES <br />'D <br />C <br />U <br />PROJECT PLANS FOR CONSTRUCTION ON <br />STATE HIGHWAY <br />IN SAN JOAQUIN COUNTY <br />IN CLEMENTS FROM 40 m WEST OF ATHEARN <br />STREET TO 62 m EAST OF ANDERSON STREET <br />To be supplemented by Standard Plans dated July, 2004 <br />Also to refer MUTCD 2003, California Supplement <br />51 m± <br />VARIES <br />VARIES I 6.9m± 6.9m± <br />-Sawcut 1'(.70m) East of Ex. EP <br />Remove AC & Repave <br />EX 3.9/± EX y± <br />5"(127mm)-AC (Asphalt Concrete - <br />Type B- ��2 "(13mm) Max. Agg.) <br />—14"(356mm)-AB (Aggregate Base -CI. II) @ 95% R.C. <br />9"(228mm)-COG (92% R.C. Compact Original Ground) <br />STREET SECTION "Bf9 <br />NOT TO SCALE <br />52m± <br />VARIES <br />VARIES 1 6.9m± 6.9m± <br />w Sawcut 1'(. Om) East of Ex. EP <br />X Remove AC & Repave <br />2% w' EX 3.6%± EX 2%± <br />5"(127mm)-AC (Asphalt Concrete - <br />Type B- X12 "(13mm) Max. Agg.) <br />14"(356mm)-AB (Aggregate Base -CI. II) @ 95% R.C. <br />9"(228mm)-COG (92% R.C. Compact Original Ground) <br />STREET SECTION "C" <br />NOT TO SCALE <br />I <br />1111 Iw <br />III w <br />it <br />I I o <br />S�gIE I I w <br />' {•y. I D <br />00 I I z <br />R/w <br />_ I I <br />B STATE HIGHWAY NO. 12 & 88 C D <br />51 m± <br />VARIES <br />VARIES I 6.9m± 7 6.9m± <br />w Sawcut 1'(.30m) East of Ex. EP <br />x Remove AC & Repave <br />w EX 2.8% EX 1.4%± <br />5"(127mm)-AC (Asphalt Concrete - <br />Type B- V2 "(13mm) Max. Agg.) <br />14"(356mm)-AB (Aggregate Base -CI. II) @ 95% R.C. <br />9"(228mm)-COG (92% R.C. Compact Original Ground) <br />STREET SECTION 11D11 <br />NOT TO SCALE <br />A � <br />I <br />I <br />S:\PROJECTS\2003\0358—CT\dwg\0358—CT—KEY—METRIC.dwg 05/16/05 10:10om—ESETNESS <br />'-Jjljr I y <br />10 SJ 88 <br />, a1 -«: iFcr <br />17.7/17.8 <br />N <br />--- <br />rE,701 1 <br />� <br />,�- <br />yo rr,..,. <br />1 3 <br />t <br />u� E <br />L <br />j�� <br />'11 H H Ij;, <br />r � i <br />LOCATION MAP " <br />6r 7 as <br />STEVEN E. PECHIN C <br />713 - F31 -' c I 7( 1e <br />SHEET 1 OF 3 & <br />SHEET 18 OF 20 <br />BAUMBACH & PIAZZA <br />323 W. ELM ST. <br />LODI, CA 95240 <br />G-1274 <br />