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E <br />O <br />r <br />0 <br />I <br />0 <br />0 <br />N <br />N <br />0 <br />3 <br />O <br />i <br />U <br />I <br />LO <br />N <br />M <br />O <br />N <br />1-1 <br />CD <br />Z <br />Y <br />O <br />m <br />T <br />O <br />0 <br />3 <br />LO <br />N <br />O <br />N <br />1-1 <br />0 <br />0 <br />N <br />PIA <br />CURVE DATA TABLE <br />CURVE <br />LENGTH <br />RADIUS <br />DELTA <br />TANGENT <br />BC STATION <br />OFFSET <br />EC STATION <br />OFFSET <br />1� <br />139.74 <br />126.58 <br />5000.00 <br />5000.00 <br />01'36'05" <br />01'27'02" <br />69.87 <br />63.29 <br />62+11.18 <br />62+23.02 <br />6.67 <br />6.74 <br />LT <br />RT <br />63+50.90 <br />63+49.59 <br />4.98 <br />5.02 <br />LT <br />RT <br />3 <br />130.11 <br />5000.00 <br />01'29'27" <br />65.06 <br />63+50.90 <br />4.98 <br />LT <br />64+80.99 <br />3.29 <br />LT <br />® <br />131.44 <br />5000.00 <br />01'30'22" <br />65.73 <br />63+49.59 <br />5.02 <br />RT <br />64+81.02 <br />3.29 <br />RT <br />© <br />6 <br />138.10 <br />133.85 <br />5000.00 <br />5000.00 <br />01'34'57" <br />01'32'02" <br />69.05 <br />66.93 <br />67+63.90 <br />67+63.94 <br />3.29 <br />3.29 <br />LT <br />RT <br />69+01.99 <br />68+97.77 <br />5.20 <br />5.08 <br />LT <br />RT <br />135.27 <br />5000.00 <br />01'33'00" <br />67.64 <br />69+01.99 <br />5.20 <br />LT <br />70+37.24 <br />7.10 <br />LT <br />® <br />118.33 <br />5000.00 <br />01'21'22" <br />59.17 <br />68+97.77 <br />5.08 <br />RT <br />70+16.09 <br />6.85 <br />RT <br />0 <br />Z <br />Q_m <br />�Z <br />CL <br />�w <br />V) <br />u m <br />�NNN <br />J <br />p i 0 J J J <br />O F-000 <br />O W TtLLL <br />+ W woon <br />Z_ U-ZZZ <br />Q O Z565 <br />N m OOmmm <br />-H <br />N <br />-H <br />-H <br />N <br />M <br />61- <br />N <br />NI <br />(C) <br />00 <br />� N <br />Sta, F, <br />Exist. <br />tri (.rnrlP <br />Z <br />O <br />F- <br />V) <br />9 <br />F- <br />0 0 <br />Z <br />Q_ <br />Z_ <br />O <br />W <br />m <br />1043' DETAIL 29 <br />62+00 <br />1043' DETAIL 29 <br />a� <br />20" <br />3.94" 1 " NOMINAL <br />SECTION A -A <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />M. KENDALL <br />ELAN, <br />SCALE: 1"=30' <br />LJ0.02" - 0.04" NOMINAL <br />0.08" - 0.12" NOMINAL <br />0.20" - 0.24" NOMINAL <br />0.40" NOMINAL <br />CONSTRUCTION DETAIL A <br />V OPLASTIC TRAFFIC STRIPE (YE1 <br />(TO BE PLACED BETWEEN STA 62+00.00 AND STA 70+50.00) <br />NOT TO SCALE <br />NJ <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />DATE PROJECT ENGIN777 <br />DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE <br />__ / <br />1 /06/2006 T. KHOU 06/2006 V. SUNADA 1 /06/2006 13d �6 <br />a <br />NOTES: <br />1. LOCATIONS OF SIGNS AND STRIPES SHOWN ON <br />THIS PLAN ARE APPROXIMATE ONLY. THE EXACT <br />LOCATION AND POSITION OF ROADSIDE SIGNS <br />SHALL BE DETERMINED BY THE RESIDENT ENGINEER. <br />2. ALL PAVEMENT MARKINGS, LEGENDS, CROSSWALKS, <br />AND LIMIT LINES SHALL BE THERMOPLASTIC PER <br />CALTRANS STANDARD PLANS AND SPECIFICATIONS. <br />3. CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER <br />AFTER CAT -TRACKING AND 48 HOURS PRIOR TO PLACING <br />FINAL STRIPING TO VERIFY LAYOUT. <br />4. NO STRIPING IS NECESSARY FOR EITHER THE NORTH OR <br />SOUTH ACCESS ROADWAYS. <br />5. REMOVE EXISTING THERMOPLASTIC TRAFFIC STRIPE PRIOR TO <br />PLACING THE PROFILE THERMOPLASTIC TRAFFIC STRIPE. <br />6. ALL TRAFFIC STRIPES SHALL BE PAINT (2 -COAT) UNLESS <br />OTHERWISE NOTED. <br />7. IF THE SLURRY SEAL OPERATION NEEDS TO BE DELAYED FOR <br />FAVORABLE WEATHER, ALL PERMANENT TRAFFIC STRIPING SHALL <br />BE CONSTRUCTED IN THE INTERIM AND SHALL BE REMOVED <br />AND RE-APPLIED UPON COMPLETION OF THE SLURRY SEAL <br />OPERATION. <br />M R O MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />dr"u www.mroengineers.com <br />ENGINEERING - PLANNING - SURVEYING <br />,:j; Victor S. Sunoda ?, <br />No. C063822 � <br />* EXP. 09 30 O6 * <br />A CMV <br />FOFC <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />1043' DETAIL 12 <br />1043' DETAIL 29 <br />�- 1043' DETAIL 29 <br />1043' DETAIL 12 <br />1043' DETAIL 27B <br />_H <br />N <br />N <br />CONSTRUCTION NOTES: <br />10 REMOVE (E) STRIPING. <br />❑2 PLACE DETAIL 29 PER PROFILE <br />THERMOPLASTIC TRAFFIC STRIPE <br />(SEE CONSTRUCTION DETAIL A). <br />❑3 PLACE DETAIL 276 PER PROFILE <br />THERMOPLASTIC TRAFFIC STRIPE <br />(SEE CONSTRUCTION DETAIL A). <br />LEGEND <br />(E) SIGN <br />(E) SIGN STRUCTURE <br />STRIPING PLAN <br />SHEET NO. <br />4 <br />OF <br />22 <br />E, <br />E <br />0 <br />Z <br />a <br />0 <br />F- Z <br />N a. <br />V) <br />�N <br />N <br />OvNNuj <br />N <br />O~ <br />C?Z rn <br />04 <br />Q p <br />Z Kj <br />,LO n- <br />i JJ_J_ <br />cr ±US <br />M<<< <br />ILL <br />O <br />of 00 00 <br />L- <br />Q� Q <br />F- <br />0 2000 <br />Z OZZZ <br />U)W (nWUWWW <br />�- 1043' DETAIL 278 <br />1043' DETAIL 12 <br />1043' DETAIL 29 <br />�- 1043' DETAIL 29 <br />1043' DETAIL 12 <br />1043' DETAIL 27B <br />_H <br />N <br />N <br />CONSTRUCTION NOTES: <br />10 REMOVE (E) STRIPING. <br />❑2 PLACE DETAIL 29 PER PROFILE <br />THERMOPLASTIC TRAFFIC STRIPE <br />(SEE CONSTRUCTION DETAIL A). <br />❑3 PLACE DETAIL 276 PER PROFILE <br />THERMOPLASTIC TRAFFIC STRIPE <br />(SEE CONSTRUCTION DETAIL A). <br />LEGEND <br />(E) SIGN <br />(E) SIGN STRUCTURE <br />STRIPING PLAN <br />SHEET NO. <br />4 <br />OF <br />22 <br />E, <br />E <br />