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901d <br /> X-SJ-FAS 543 <br /> PACIFIC AV UE <br /> STATE PROJECT NO. FYEAR eno. SM <br /> 7 CALIF. 15 20 <br /> Cx <br /> r COUNTYOF SAN JOAQUIN <br /> cli X12 <br /> To Sacramento TO Stockton I° - I---- <br /> T _ <br /> fir— yob <br /> 1 11 <br /> V+ <br /> 1 1 <br /> 1 1 <br /> gt I I I t 1 1 <br /> A ..e. . r:. .. .- ....,.., - ... <br /> t -. 'd' L(� .. 1O x,.. ,. fh 7 L[). . N .vr r� N . . r% .. <br /> pp Lt) d <br /> t t m N <br /> ti a _ In _ r` <br /> .oF v rn r` _ . <br /> a l .. s <br /> ryn <br /> 5ZXZM <br /> 0w _ & , ee: oo — - - - 'S <br /> LO m N m — — -� S17 41' 50"E. 640.50' <br /> + 8 9 140 — <br /> o <br /> LU o ua <br /> z � <br /> z a a <br /> a z COUNTY OF SAN JOAQUIN <br /> _ U 4~N1 <br /> U <br /> C', <br /> a County Eng, oor-- <br /> Civil Engineer License No.104 <br /> 20' 2d 20' 2d 20 2d I ifi <br /> STATE OF CALIFORNIA <br /> --- — <br /> Dist.Eng.aa. x <br /> Approved——-- — <br /> STA. 119+97.05 STA. 128+97. 12 STA. 132 +86 STA. 136 +25 <br /> SCALE 10250' <br /> TAPER FOR SPEED CHANGE LANES <br /> --w—To Sacramento To Stockton- <br /> Offset Length of Taper, Feet <br /> From Base Line 120 180 <br /> 0 o D d-10' Distance from PointV <br /> - — — <br /> _ A 0 <br /> 2 .LZi <br /> -N ; Axon , � � N <br /> N <br /> x; z Q� '^ N ' <br /> 4 <br /> .1. r_ � g 016 10 15 <br /> T i Curb + ` .;, + ' p p ' �, Type i Curb <br /> Type X C E Pvmt B A. <br /> T (Curb — <br /> r 62 20 30 <br /> k _ <br /> H <br /> a, ..., . rn 1.41 30 45 <br /> Q62 <br /> a, N CONST. B <br /> m <br /> 1000 i 4 _bo 2 3 B'- 2.50 40 60 <br /> — = 5.00 60 90 <br /> —� —� All Pluses are to Radius Points + C�- 7.50 80 120 <br /> 8.59 90 135 <br /> �— 9.38 100 150 <br /> \ / 9.84 110 165 <br /> �- D' 10.00 120 180 <br /> TYPICAL PRIVATE DRIVEWAY \ I <br /> SCALE 1"* 50' <br /> TYPICAL SPEED CHANGE LANE <br /> AND LEGEND <br /> TYPICAL INTERSECTION DETAIL 0.25 P.M.S. OVER 0.667 U.R.B. <br /> SCALE 1'•20' © VAR. U.R.B. WITH CL. "O-MED." SEAL COAT. <br /> ® 0.25 P.M.S. OVER VAR. U.R.B. <br /> P. C.C. CURB TO BE INSTALLED. <br /> P. C.C. CURB EXISTING. <br /> ® 0.08 P. M.S. COVERED MEDIAM <br /> INTERSECTION DETAILS <br /> SCALES AS NOTED <br />