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0 <br />N <br />0 <br />a <br />n <br />LTE <br />SCALE: N 1" 100' <br />I <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERMCE ALERT <br />48 HOURS PRIOR TO CONSTRUCRON. CML <br />TOLL FREE 1-800-227-21500 <br />KEEP ML VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLE/SE CALL PG&E O BM -743-5000 <br />/ <br />- I F <br />TG <br />S 10313'' _ .Z T <br />112.30 PAD 11,�1I. PAD 136 <br />1 . 1 1 Q4 °gss STORM POND <br />/ 3 T 1111.8 PAD a ✓u -111.1 PAD 0.7 AC <br />1 0.30 TD _ <br />10' P.U.EJ-� m , <br />110 1 <br />X33 i <br />112.30 PAD <br />110 Tcl G <br />123 10' P U.E.� i 0. `G135 <br />111;272. PAD 1.9 ... 1 - 111.6 'PAD. <br />0 11nsADI <br />111 1 110.8 TCI 1 ry�W <br />112.90.. PAD 1 I r r 1'0>.:TC .1.27 2 ' IRK <br />2 Z 111.5 PAD <br />- III. s NR. 3 1.35 TC 22 112.4/p ADI <br />11 `PAD <br />11 •111. <br />112 g T ACCESS RD. <br />112.90 PAD <br />FRONT PAD LIMITImo„ .. <br />LINE (TYP.) 13 . _ 1110' P...33 <br />77 <br />Il2.0 PAD , <br />° � <br />112.90 �AD 71 12 <br />+yI�Jr a T — ryo� r—S C ; 11012.3 PAD 112.3p A <br />Jo 5' 132 <br />°s 12.3 PAD <br />FRONT PAD LIMIT <br />-� LINE (T7P. <br />- — —/ <br />rtA :-, °J° 1 <br />--- - <br />V cR` s' 1 �5 120 <br />129 l i <br />� S <br />•--- - .. <br />113.7 PAj) <br />10' P.U. <br />115 <br />114.2 PAD <br />116 <br />V14.7PADMASONRY WALL <br />BY OTHERS <br />®® <br />PL <br />Lar 9 lar A <br />ti MAX. 1.2' <br />TYPICAL SECTION AT LOT TRANSITIONS <br />N.T.S. <br />1`MIN <br />25' MIN <br />1 1 <br />1' 1 <br />x LOT LINE <br />PAD ELEVATION <br />10' 10' <br />1 1 <br />TYPICAL LOT GRADING <br />NOTE: <br />1. ALL GRADING SHALL COMPLY WITH 2001 CBC CHAPTER 18 AND APPENDIX <br />CHAPTER 33. <br />2. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. <br />3. REFER TO GEOTECHNICAL INVESTIGATION REPORT BY KLEINFELDER <br />DATED MARCH 31, 2004 TO DETERMINE LOT GRADING, SITE PREPARATION AND <br />FOUNDATION RECOMMENDATION. <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING • PLANNING • SURVEYING <br />RECORDDRAWING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 334-6613 <br />—(209) <br />c;,T,r 1; R� <br />IMPROVEMENT PLANS FOR TRACT NO. 3440 <br />�'"jz5 BY <br />,t D <br />CARBONA STATION UNIT 3 <br />1 1 1 , I 111 rn15 n AWIT .. s� . - Vc <br />rlTmhn H. , Ingnnr f r + _ <br />OVERALL GRADING PLAN <br />NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY <br />REV. NO. <br />DESCRIPTION <br />DATE <br />SCALE: 1" = 100' <br />BENCH MARK:BB_42 EL:138.58 <br />--- <br />SHEET <br />DRAWN BY: LM, SM <br />4 <br />DESCRIPTION: <br />DESIGNED BY:BRASS <br />DF 17 SHEET <br />CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />CHECKED BY: <br />JOB NO. <br />0005 <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR DRIVE. <br />