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TYPE I ARROW PER GALTRAN5 <br /> TYPE IV ARROWS PER GALTRAN5 PAVEMENT MARKING PER GALTRAN5 TYPE VIII ARROW PER GALTRAN5 STANDARD PLAN A24A W <br /> STANDARD PLAN A24A STANDARD PLAN A24D AND A24E STANDARD PLAN A24A MODIFIED z <br /> 5TA 51+00.0, 34.5' LT STA 5049q.4 TO STA 55+Oq.0, Ib.1' LT STA 53+q1.0, 34.5' LT <br /> INSTALL NO PARKIN& LANELINE5 PER GALTRAN5 INSTALL NO PARKIN6 516N (R2(b) <br /> U <br /> 516N (R2(b) STANDARD PLAN A20A DETAIL q GALTRAN5 TRAFFIC, MANUAL 4-03 F-- <br /> d0 d S d0 S Q <br /> 5TA 50+bqA IbY LT � � STA 50+0.4 TO 5TA 55+Oq.0, 4.3' LT TO 1.6 RT � <br /> 'MATGH EX15TIN6 LANELINE TWO-WAY LEFT TURN LANES PER GALTRAN5 <br /> STANDARD PLAN A205 DETAIL 32 <br /> _ . _ .12.5' <br /> TRANS <br /> PER GAL <br /> RKINO <br /> 5TA 50+bc1A 4.3' LT — PAVEMENT STANDARDAPLAN A24D AND A24E <br /> 50+00 MATCH EXI5TIN6 LINE 51+00 52+00 53+00 12.0' 54+00 55+00 <br /> 5TA 50+bq.4, 1.6 RT - R WN - - - - - - <br /> 12.0' 6 G O <br /> MATGH EXI5TIN& LINE EXISTIN <br /> STA 50+0.4, Iq.3' RT GRIND EXI5TIN& <br /> LANE 5TRIPIN6 EXISTING CENTERLINE <br /> MATGH EXISTING E06ELINE <br /> NOTE <br /> ANY EXISTING STRIPING TO BE REMOVED <br /> Lv MUST BE REMOVED BY GRINDING, THEN <br /> z SLURRY SEAL GRIND AREAS <br /> J 5TA 55+30.0, 31.5' LT <br /> = INSTALL 35 MPH SPEED <br /> U LIMIT 516N (R2) GALTRAN5 <br /> ~ FFIC, MANUAL 4-03 <br /> Q <br /> 200' TRANSITION LANE <br /> (50' MIN PER GALTRAN5 <br /> DE51ON STANDARD) <br /> 5TA 55+18.44 TO 5TA 51+04A <br /> TRAN51TION FROM TWO WAY STA 51+bO.0, Ib.b' LT <br /> LEFT TURN LANES TO CENTERLINE INSTALL 35 MPH ZONE <br /> 5TA 51+04.q, 10.2' LT AHEAD 516N (R2-4) GALTRAN5 <br /> 55+- - 56+00 MATGH EX15TIN& ED&ELINE TRAFFIC, MANUAL 4-03 <br /> 5TA 51+04.1,_I.6' RT <br /> MATGH EXI5TIN& GENTERLINE <br /> Sg+Op EXISTING CENTERLINE <br /> EXISTING GROWN <br /> 5TA 51+04.5, 13.4' RT <br /> MATGH EXI5TIN& ED&ELINE <br /> 1-800-227-2600 <br /> OFEss Revisions Design Scale Date <br /> �oPN K. S�� SAN JOAQUIN COUNTY gPryd g , <br /> K K J E LD S E N No. Description Date B MRC = 02/19/02 <br /> ti20c P y aY 1 _ 20 H <br /> Z <br /> S S I N N O C K Past Office Box 844 THORNTON ROAD 1 ° _ 2' V Sheet Number <br /> rn 711 N. Pershing Avenue Drawn <br /> � 32192 M <br /> P.012/31/20 4 * N N E U D EC K Stockton, CA 95201 -0844 FRONTAGE IMPROVEMENTS AMC Original Drawing Scale 7 <br /> Office: (209) 946-0268 9 9 / Of 9 <br /> e__/ <br /> INC. ConsultingEngineers Faxes: 209 946-0296 0 11" 1 " <br /> �� and Land Surveyors E—mail: (KSN®ksninc.com STRIPING PLAN chSKS Lf ProjectFile <br /> TOW17W <br />