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50 <br />7 •\ <br />P <br />25" <br />16' <br />25' <br />16' <br />a <br />lUl <br />� <br />C%) <br />W <br />PLACE COMPA TED EARTH <br />BERM XC. 9092 SEE SHEET 1 1 <br />8 <br />1 9 <br />780' <br />SEE SHEET 4 <br />o <br />H <br />II <br />_ <br />y <br />4 <br />15r P..15' <br />P.U.E. <br />RELOCATE <br />o <br />EXIST STREET SIGN <br />& STOP SIGN <br />I 1 <br />y I <br />PLACE 6' MASONRY WALL <br />EXIST SPEED LIMIT <br />SIGN AT 22100 TO 26+00 <br />RELOCATE EXISTING <br />EXIST 6' MASONRY (SOUND) WALL <br />1 <br />h <br />SEE SHEET 6 <br />o REDUCE SPEED AHEAD <br />W SIGN AT 25+00 TO J1400 <br />10'Pu.E <br />// I <br />I <br />EXIST <br />18•\S . <br />RELQCA <br />JJT <br />EXIST TYPE A STREET LIGHT <br />R <br />` <br />dois <br />� <br />� %j�1/ <br />� <br />_ <br />R,30 <br />= <br />R gip- <br />R <br />DITCH <br />EXIST GAS LINE <br />N <br />EXIST GAS LINE <br />— <br />(14 <br />to 0 <br />19 <br />_ 21 <br />22 EXIST CENTER STRIPING_ <br />23 24 _ <br />25 _ _ <br />26 <br />27 _ <br />ED <br />31 <br />CD <br />— <br />EXIST. EP <br />EXIST SURVEY <br />�� <br />00 <br />RAW -� <br />— — — <br />— <br />EXIST SW 42 <br />PLACE <br />EDCf STRIPING <br />o <br />0 <br />SEE IMPROVEMENT PLANS <br />w <br />V)) <br />m <br />FOR SP/ESS RANCHO UNIT N0. 2 <br />o <br />LLI <br />N <br />m '� <br />u- <br />=)m <br />a <br />LEGEND: <br />o <br />00 <br />r -:L-) <br />N w <br />m <br />ROADWAY STRUCTURAL <br />SECTION WIDENING <br />+ <br />+ <br />+ Z <br />'� <br />W <br />SEE SHEET 1. <br />oN <br />� <br />oN m N <br />N <br />W S N W <br />OO EXIST. q MONUMENT <br />OO SET j MONUMENT <br />CfOlj Sh, S) <br />NORTH <br />99 <br />FRONTAGE <br />ROAD <br />60' TRANSITION <br />DIRECTION OF DITCH FLOW <br />(EP LT.) <br />/ / / / RESTRICTED ACCESS <br />18+00 <br />19+00 20+00 <br />21+00 <br />22+00 <br />23+00 24+00 25+00 26+00 <br />27+00 <br />28+00 <br />EXIST l(( <br />It <br />A <br />� <br />co <br />� <br />� <br />00 o <br />0 <br />0 <br />� <br />� N <br />r-'). <br />101, <br />K) <br />in <br />o co <br />- <br />- <br />J <br />O6 <br />t <br />1-t <br />m <br />It <br />6 <br />'tv <br />0;6 <br />: -O <br />v cn <br />O <br />cn <br />O <br />cn <br />O <br />cn <br />O <br />cn <br />O: O <br />cn cn <br />O <br />in <br />O. <br />Lo <br />O <br />Lo <br />O <br />cn <br />O : O <br />u')cn <br />2( <br />M <br />N <br />c <br />Lr) <br />v <br />Ln <br />(D 00 <br />00 <br />(n <br />00 <br />(m <br />o cm <br />o <br />N. <br />M <br />EXIST EP - <br />r <br />v <br />er <br />av <br />y <br />n <br />cn <br />n <br />n <br />n <br />cn ,n <br />EXIST } <br />rn <br />00 <br />O) <br />OI\ <br />00 <br />e- <br />� <br />M M <br />N Ih <br />O) <br />O <br />N <br />_ _ <br />I'l <br />O <br />N <br />n O <br />N <br />In <br />M _ <br />in. <br />M. <br />Ln <br />N _ _ <br />O <br />N <br />to n <br />O <br />_ <br />_ <br />m <br />CD_ <br />r-� <br />r` <br />P� <br />r-� <br />r-� <br />_ <br />PROPOSED EP <br />00 <br />7 <br />(D <br />.- <br />00 <br />V) <br />r) <br />n <br />CD <br />M <br />W) rl <br />N <br />r'00 <br />cp <br />rl <br />O <br />00 <br />Cn 't <br />co. 00 <br />N <br />rn <br />rn <br />1 <br />O <br />N <br />_ <br />1-t <br />Itm <br />a <br />' <br />It <br />n <br />n <br />PROPOSED E - <br />00 <br />rn <br />K) <br />o <br />wN <br />o <br />o <br />cn <br />cn <br />Ln <br />o <br />co <br />cn <br />co <br />o <br />� <br />U) o <br />r- ao <br />u') <br />ao <br />o <br />a! <br />cn <br />rn <br />o <br />o <br />= <br />_ <br />cn <br />o <br />o <br />(° <br />(6 <br />(D <br />ko <br />cD <br />= <br />O <br />- <br />wly- <br />EXIST SURVEY <br />GRADE <br />EXIST EP GRADE <br />10' LT <br />= <br />_ <br />cn <br />_ -- — <br />— -- -- - <br />- <br />_ <br />` <br />--- <br />50 <br />50= <br />_ - <br />- <br />_- <br />- <br />- <br />_ <br />PROPOSED <br />EP <br />GRADE 16' LT <br />49 <br />49 <br />_ <br />(0.12' LOWER <br />THAN EXIST EP) <br />48 <br />_ <br />48 <br />MATCH EXIST <br />DITCH <br />_ <br />_ <br />- <br />PROPOSED <br />DITCH <br />LT <br />-47 <br />47 <br />_ <br />- <br />MATCH EXIST <br />DITCH <br />„ <br />18 <br />84 <br />CSP <br />_ <br />EX1S1 <br />S=0.001 <br />_-- <br />= <br />S=0.001 <br />INV. 46.38 <br />= <br />46 <br />INV. 46.14—j46 <br />SEAL: <br />4@� °� ` <br />� �"'�`` A � � <br />1 <br />REVISIONS <br />BENCH MARK: ELEV.: x7.12 <br />JOB NO. 99570P11 <br />: <br />EARNEST <br />F SMITH - CIVIL <br />ENGINEER <br />S P I ES S RANCHO UNIT NO. 3 <br />SHEET <br />NO. <br />DESCRIPTION <br />DATE <br />BY <br />DATE : <br />5355 SOLARI RANCH ROAD PHONE (los) 931-1375 <br />SCALE HORIZ. 1"=40' <br />DESCRIPTION <br />C3� /� <br />' <br />STOCKTON, CALIFORNIA 95215 <br />,L <br />SUBDIVISION IMPROVEMENTS <br />SCALE VERT. : 1"=t' <br />DRAWN <br />:`. <br />CENTERLINE MONUMENT ON <br />SPIESS ROAD, 229.70 EAST <br />MANUEL SILVA COURT <br />\ ";F ,p rP$' <br />==_ s <br />_ <br />tS <br />' <br />E. F. SMITH, DESIGN ENGINEER <br />DATE: <br />R.C.E. NO.: 15372 <br />EXP. DATE: 3-31-01 <br />NORTH <br />STATE HIGHWAY <br />99 FRONTAGE <br />ROAD <br />OF 5 <br />FILE NO. 99570P11 <br />DESIGN <br />CHECK <br />