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AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />67mi, =67 1. <br />VARIES ACCESS ROAD VARIES <br />14.83' MAX I 2.90' MAX <br />0.45' MIN 6.00' 6.00" 0.4" MIN <br />sls � <br />2X <br />OG <br />2% <br />IMPORTED 33' AC <br />BORROW (n?) L-10- <br />NORTH 'ACCESS I ROAD <br />TYPICAL, ''SECTION <br />STA 3+16.15 TO STA 3+96.19 <br />NOT TO SCALE <br />40 40 <br />PII0 <br />STA = 3 + .�'8.08 I <br />P, 32.73 1 <br />,A.D. 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"I'', I11.11 Fax (916) 783-5003 OF Zt <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DAM SCALE www.mroengineers.com IVI PAVEMENT CONFORMING DETAILS Z <br />0 <br />OF c 22 9 <br />M. KENDALL 1/06/2006 T. KHOU 1/06/2006 V. SUNADA 1/06/2006 ENGINEERING - PLANNING - SURVEYING :3: <br />qd fAAA/.qA 'A. <br />%&VYi %A� <br />III Will <br />w xt?q rlp( is <br />q4 <br />S <br />--4 <br />25. 8)GH1 POI VT LEVI = i4l <br />HIGH P01 SrA =4 1+71. 2 <br />k S A 1+59.67 <br />-T— <br />IanIan404.1 <br />.135 40 <br />A. <br />4 <br />r <br />EV <br />LOW FiOIN 31.06 <br />tLO 0 LN� <br />LO V. INT STA + 10.071' PVI <br />STA = 1 +27.40 -4 1 <br />301.86 ELEV <br />A.D'12. 1.1 <br />08, <br />K: <br />+ C14* <br />35 35 <br />1 —0 135XI <br />2u 2i <br />NE� � 0 <br />-2. <br />0 <br />PG <br />30 bo 30 <br />Z <br />00 1,a-,uj <br />cp-a <br />P kOFILE--. <br />OR HORIZ: <br />0 VE�T: 1 <br />25 25 <br />0 NEW PROFILE <br />GRADE AT <br />