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W MOKELUMNE AVENUE <br />45.00' <br />- -- EXISTING EP <br />MATCH TO EXISTING ;7 <br />S 89'38'11 " E' 245.29' <br />I <br />I� <br />15.00" N <br />I <br />N <br />10.00' <br />IELECTRICAL p <br />68.63'105.50" aTRANSFOPADRMER o <br />r- 39.69' 28.45' 47.72' 32.78' - <br />0.50" <br />II I <br />I' 1 <br />EASEMENT <br />R�� <br />iI <br />�I <br />I 'I <br />0.50' <br />2 ' <br />O �I <br />0 <br />0 <br />A <br />Y <br />N <br />v <br />o <br />i <br />iI <br />10.00' WATER <br />EASE <br />MENT <br />12.11' <br />I <br />0.50 <br />I1 EASEMENT WATER <br />I <br />5.00" N <br />L6 o� Wt <br />R2fy50" \ <br />\ h <br />I1= 21.00' <br />29.00' <br />I <br />I <br />10.50' 10.50" -� <br />I � <br />R15.00,' <br />I <br />I <br />I <br />I <br />I <br />I <br />RETENTION <br />I QASIN <br />I <br />I <br />1 <br />O N <br />\ O / <br />C <br />�- 19.44' <br />R28.50' <br />'4�g. <br />�- 1 1.00' -�l <br />CHEM/CAL <br />SHED <br />O O <br />O <br />O <br />� W � <br />8.00' ZVI <br />L6 <br />5.00" <br />38.08' - <br />0 <br />(3) PERMANENT <br />BOLLARDS <br />SEE DETAIL <br />6 <br />M2 <br />�l <br />s/ <br />0 <br />h <br />I <br />R40.00' <br />33.32' <br />R23.50' <br />6' CHAIN LINK FENCE ° <br />WITH DOUBLE SWING GATE o <br />06 <br />4' <br />VALLEY <br />GUTTER <br />23.32' - <br />5.50' <br />(TO RINGWALL) <br />CONTROL PANEL <br />n ° ' <br />t <br />L --- <br />(J) PERMANENT <br />BOLLARDS <br />SEE DETAIL <br />6 <br />M2 <br />/ r R32.50" <br />4' VALLEY \ <br />GUTTER PER SJ COUNTY \ T <br />DWG CW -W23 \ C� <br />31gZS <br />/ ^W <br />/ N 72,2p 00 <br />342'21 <br />90' <br />m <br />EX. STOP AND <br />STREET SIGN \ <br />� � y <br />\ 0+ <br />\ <br />\ <br />66.76" \ <br />xxxxxxxxxx-xxxx \ <br />CONCRETE PAD <br />SEMONS VARY SEE DUALS <br />6.00" CHAIN LINK FENCE WITH PRIVACY SCREEN <br />TOTAL LENGTH 810 LF (INCLUDING GATE) <br />PER S✓ COUNTY DETAIL D-12 <br />TANK BASE <br />30 OLED SAND OVER <br />120 AB CLASS 2 96% RC <br />ASPHALT DEEPLFT <br />61/20 AC OVER <br />60 COMPACTED HATNE RLL 90% RC <br />10 <br />5 <br />0 <br />10 <br />20 <br />1"= <br />10' <br />COPYRIGHT 2008 NORTHSTAR ENGINEERING GROUP, INC, <br />QEtVESS/Oy4 <br />I G. Cy c <br />,...os r <br />Ar <br />No. 66563 <br />EXP. 6-3&a <br />F 0 CAFE <br />0 <br />w <br />O <br />aca <br />EL <br />a <br />w <br />a <br />0 <br />cn <br />z <br />O <br />N <br />wz <br />W <br />N <br />O <br />IL <br />IL <br />w <br />0 <br />N <br />w <br />0 <br />0 <br />z <br />W Z <br />") <br />IX u. <br />O. J <br />he `Q <br />Z <br />Z <br />H <br />5 <br />,Lu <br />V <br />9 <br />Z <br />O <br />0 <br />Z <br />W <br />W <br />V <br />Z Z <br />0 <br />Q <br />W O <br />N <br />H <br />2 <br />-� <br />JOB • <br />06-470 <br />DATE: <br />03 05 2008 <br />SCALE: <br />1 = 10 <br />DRAWN: <br />DJTM <br />DESIGN: <br />GGPC <br />CHK D: <br />JB <br />SHEET <br />NUMBER <br />C2 <br />OF 47 <br />