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9110 <br />,4 � <br />G73 '9 <br />,4 G�2 <br />C21 G� <br />CONSTRUCTION SPEED <br />ZONE 25 MPH <br />ff) <br />N <br />C17(25) W1 1(LT) C20(LT) <br />& C21 <br />50' 100' 100' <br />500' <br />4100' <br />TEMP. PAVEMENT <br />MARKING TAPE N <br />TYPE VI ARROW Y <br />Um <br />LEGEND <br />DESCRIPTION <br />o TRAFFIC CHANNELIZERS <br />DIRECTION OF TRAFFIC <br />WORKING AREA <br />K -RAIL <br />(P) SIGN <br />® TYPE III BARRICADE <br />0 <br />0 006 FAS SUPPORTOR TRAILER <br />0 <br />0 <br />N <br />0 <br />C: <br />0 9 <br />C23 '9L <br />N G7 ,4 F� <br />o C21 G� <br />0 <br />w <br />> <br />w <br />Z <br />g <br />J <br />J <br />a <br />PROVIDE <br />CONSTRUCTION <br />SPEED <br />Z <br />M. KENDALL <br />ZONE 25 MPH <br />SIGN SHALL BE A LIGHTED <br />Q <br />r <br />BOARD <br />0�0 <br />00 <br />O <br />O <br />200' TYP <br />z <br />06 <br />N <br />Ou <br />M <br />N0 <br />� <br />of <br />LN L <br />F 3 <br />L <br />U <br />C17(25) <br />W1 1(RT) C20(RT) <br />Ln <br />N m N <br />Z 04 0) <br />N LO <br />tD <br />N <br />O <br />& C21 <br />(6 <br />O <br />0(h <br />-i CQ <br />rnd <br />J <br />�Z <br />_z <br />Q +Y <br />~ o <br />0 <br />O <br />r7 <br />N <br />50' 100' <br />100' <br />Y <br />-1 tj 00 <br />00� <br />500' <br />N <br />100' <br />0 mZ <br />v <br />p (0p <br />cOY <br />m <br />r <br />N <br />o Qw <br />0 <br />�� <br />QZ <br />Cm <br />0 <br />~w <br />(n <br />m Wim <br />(n <br />LO <br />N <br />M <br />0 <br />N <br />i <br />01 <br />COUNT) <br />Z <br />TEMP. PAVEMENT <br />MARKING TAPE <br />TYPE VI ARROW <br />C14 <br />J <br />rn <br />N <br />O -1 <br />(6 Q <br />Lw <br />+ p <br />N <br />TRAFFIC CHANNELIZERS c0 Z <br />—20' SPACING (TYP) N m <br />61+00 <br />. 2f' <br />—v 2t' <br />C17F <br />(25) <br />Z <br />O <br />y C21 <br />CO Q <br />yG70 3 0J�Ucn <br />CC <br />O Ld <br />W Z < N <br />_ 0 W <br />O Z Z Z Z <br />QwWw= <br />(nmmmU <br />J <br />J <br />J <br />J <br />PROVIDE <br />J <br />Z <br />"CONSTRUCTION SPEED ZONE <br />M. KENDALL <br />25 MPH" <br />SIGN SHALL BE A LIGHTED <br />J <br />r <br />BOARD <br />0�0 <br />00 <br />O <br />O <br />Z o <br />f 0 <br />06 <br />N <br />�m <br />N <br />N0 <br />�m <br />� <br />—Q <br />ALL STRIPING DETAILS SHOWN IN THIS PLAN ARE FOR TEMPORARY STRIPING. <br />0 <br />N m <br />0— <br />r- <br />0) <br />N m N <br />Z 04 0) <br />N LO <br />tD <br />N <br />O <br />NYS <br />(6 <br />J <br />N 0� <br />0(h <br />-i CQ <br />rnd <br />J <br />�Z <br />C4 Lr) <br />Q +Y <br />~ o <br />0 <br />O <br />r7 <br />N <br />+p <br />N <br />00 <br />-1 tj 00 <br />00� <br />D7� <br />OZ <br />N <br />Q (0Z <br />0 mZ <br />(0Q <br />p (0p <br />cOY <br />J <br />r <br />N <br />o Qw <br />�w <br />�� <br />QZ <br />;5 <br />~w <br />(n <br />m Wim <br />(n <br />Y (n <br />W (n <br />W (n <br />m <br />12f' <br />12f' 63+00' <br />2 <br />T12' <br />m <br />r- <br />< Z <br />ao � <br />�z <br />O m <br />O � <br />0o w <br />+g <br />N <br />Cfl <br />Q p <br />�w <br />NOTES: <br />CONSTRUCTION NOTES <br />1❑ <br />PROVIDE <br />• 62+00 <br />❑2 <br />PROVIDE <br />FLASHING ARROW SIGN (FAS) <br />17 <br />"CONSTRUCTION SPEED ZONE <br />M. KENDALL <br />25 MPH" <br />SIGN SHALL BE A LIGHTED <br />Z N <br />N <br />BOARD <br />® <br />W11 SIGN SHALL BE A BLACK ON <br />J <br />ORANGE <br />SIGN <br />Z Q <br />Q = <br />W <br />OJ <br />�� <br />p <br />STAGE 1 <br />(0 <br />CONSTRUCTION SIGNAGE. <br />c0Qu- <br />ALL STRIPING DETAILS SHOWN IN THIS PLAN ARE FOR TEMPORARY STRIPING. <br />3. <br />Mp <br />Z OZ <br /><af <br />ALL EXISTING CONFLICTING STRIPING SHALL BE REMOVED. <br />�m <br />�w <br />NYS <br />PLAN <br />cn <br />m <br />TEMPORARY RAILING (TYPE K) SHALL BE LAID OUT AND DOWELED PER K -RAIL <br />1 " = 50' <br />CONSTRUCTION NOTES <br />1❑ <br />PROVIDE <br />2 TYPE III BARRICADES <br />❑2 <br />PROVIDE <br />FLASHING ARROW SIGN (FAS) <br />[3 <br />"CONSTRUCTION SPEED ZONE <br />M. KENDALL <br />25 MPH" <br />SIGN SHALL BE A LIGHTED <br />Z N <br />MESSAGE <br />BOARD <br />® <br />W11 SIGN SHALL BE A BLACK ON <br />O <br />ORANGE <br />SIGN <br />m <br />O <br />O <br />U <br />TEMP. PAVEMENT LL - <br />C4 <br />MARKING TAPE Q <br />TYPE VI ARROW �g <br />0 f w C14 <br />61+00 <br />12f' <br />12 t' <br />C17 F <br />(25), <br />TEMP. PAVEMENT <br />MARKING TAPE <br />TYPE VI ARROW <br />y C21 Cr_z <br />O_ <br />C23 r- N <br />y G7 (6 -t <br />O J - ~ u -w <br />QQ WLZw <br />+oo�w <br />OZZZZZ <br />�wwww= <br />(nmmmmU <br />WILSON WAY <br />oA� <br />12' a� <br />TEMPORARY SIGNS SHALL BE MAINTAINED ONLY AS LONG AS <br />H <br />ft <br />ALL SIGNS ARE ON PERMANENT MOUNTS UNLESS OTHERWISE NOTED. <br />n <br />THE NEED FOR THAT SIGN EXISTS. WHEN NO LONGER NEEDED, <br />0 <br />w <br />M. KENDALL <br />TEMPORARY SIGNS SHALL BE REMOVED OR COVERED <br />0 <br />m N <br />Z N <br />• <br />O <br />m N N <br />W <br />Z <br />O <br />J <br />N _J O <br />Q 0 <br />Z Q <br />Q = <br />Nm <br />+Y <br />'* <br />OJ <br />�� <br />- <br />~ ,d - <br />Ld <br />�JU <br />STAGE 1 <br />(0 <br />CONSTRUCTION SIGNAGE. <br />c0Qu- <br />ALL STRIPING DETAILS SHOWN IN THIS PLAN ARE FOR TEMPORARY STRIPING. <br />3. <br />Mp <br />Z OZ <br /><af <br />ALL EXISTING CONFLICTING STRIPING SHALL BE REMOVED. <br />�m <br />�w <br />NYS <br />PLAN <br />cn <br />m <br />TEMPORARY RAILING (TYPE K) SHALL BE LAID OUT AND DOWELED PER K -RAIL <br />1 " = 50' <br />oA� <br />12' a� <br />TEMPORARY SIGNS SHALL BE MAINTAINED ONLY AS LONG AS <br />�12' <br />ALL SIGNS ARE ON PERMANENT MOUNTS UNLESS OTHERWISE NOTED. <br />n <br />THE NEED FOR THAT SIGN EXISTS. WHEN NO LONGER NEEDED, <br />CHECKED <br />DATE <br />M. KENDALL <br />TEMPORARY SIGNS SHALL BE REMOVED OR COVERED <br />6. <br />CONTRACTOR TO PROVIDE A MINIMUM OF 10' OF LANE WIDTH AT ALL TIMES. <br />• <br />• U F <br />V. SUNADA <br />68+00 <br />O <br />(n U (nJ <br />W W K)Q <br />69+00 <br />7. <br />70+00 <br />2. <br />MASK ALL PERMANENT SIGNS THAT MAY CONFLICT WITH <br />F- X —j 00 <br />Moog <br />CONSTRUCTION SIGNAGE. <br />8. <br />ALL STRIPING DETAILS SHOWN IN THIS PLAN ARE FOR TEMPORARY STRIPING. <br />3. <br />TEMPORARY SIGNS FOR NIGHTTIME USE SHALL HAVE REFLECTORIZED <br />9. <br />ALL EXISTING CONFLICTING STRIPING SHALL BE REMOVED. <br />12'12 <br />BACKGROUND AND/OR LEGEND AND BORDER DEPENDING ON THE <br />t <br />12' <br />STANDARDS FOR THAT PARTICULAR SIGN. <br />10. <br />TEMPORARY RAILING (TYPE K) SHALL BE LAID OUT AND DOWELED PER K -RAIL <br />ATTACHMENT DETAIL ON SHEET 8 (STAGE 2 ONLY). <br />~ o <br />0 <br />O <br />r7 <br />N <br />O <br />N <br />m <br />O <br />RESIDENT ENGINEER. <br />O <br />N <br />N <br />m <br />J <br />N� <br />I� U (n <br />J <br />r <br />N <br />Q <br />0) N <br />O Q Uj N— <br />O <br />Q <br />O J <br />0) Q <br />p <br />O Q <br />+ w <br />X J 0' <br />+F -w I <br />m <br />W <br />p <br />+w <br />0 <br />Op <br />Z Y <br />OZZ <br />p <br />cflp <br />000p <br />Lim <br />Q <br />W <br /><p <br />ui <br />N m U W <br />1. <br />TEMPORARY SIGNS SHALL BE MAINTAINED ONLY AS LONG AS <br />5. <br />ALL SIGNS ARE ON PERMANENT MOUNTS UNLESS OTHERWISE NOTED. <br />n <br />THE NEED FOR THAT SIGN EXISTS. WHEN NO LONGER NEEDED, <br />CHECKED <br />DATE <br />M. KENDALL <br />TEMPORARY SIGNS SHALL BE REMOVED OR COVERED <br />6. <br />CONTRACTOR TO PROVIDE A MINIMUM OF 10' OF LANE WIDTH AT ALL TIMES. <br />w <br />p QpQpC� <br />COMPLETELY BY THE CONTRACTOR. <br />V. SUNADA <br />1/06/2006 <br />O <br />(n U (nJ <br />W W K)Q <br />Z Y <br />Z Z <br />7. <br />CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS DURING CONSTRUCTION. <br />2. <br />MASK ALL PERMANENT SIGNS THAT MAY CONFLICT WITH <br />F- X —j 00 <br />Moog <br />CONSTRUCTION SIGNAGE. <br />8. <br />ALL STRIPING DETAILS SHOWN IN THIS PLAN ARE FOR TEMPORARY STRIPING. <br />3. <br />TEMPORARY SIGNS FOR NIGHTTIME USE SHALL HAVE REFLECTORIZED <br />9. <br />ALL EXISTING CONFLICTING STRIPING SHALL BE REMOVED. <br />LLI <br />BACKGROUND AND/OR LEGEND AND BORDER DEPENDING ON THE <br />Y m U <br />STANDARDS FOR THAT PARTICULAR SIGN. <br />10. <br />TEMPORARY RAILING (TYPE K) SHALL BE LAID OUT AND DOWELED PER K -RAIL <br />ATTACHMENT DETAIL ON SHEET 8 (STAGE 2 ONLY). <br />4. <br />ALL LOCATIONS OF TRAFFIC SIGNS AND TRAFFIC SIGNAL EQUIPMENT SHOWN ON <br />THIS PLAN ARE APPROXIMATE. EXACT LOCATION TO BE DETERMINED BY THE <br />11. <br />FOR CONSTRUCTION AREA SIGN TABLE, SEE SHEET 6. <br />RESIDENT ENGINEER. <br />07 <br />CL' <br />w <br />N <br />J <br />zw <br />OZ <br />F- Z <br />F- mZ= <br />J�tI-QU <br />N N CL' <br />00 J J ~ U <br />r w w Z Q N <br />+ppg� <br />TRAFFIC CHANNELIZERS N Q <br />20' SPACING (TYP.) CD Z Z z Z w <br />QCDC. 00 p <br />F- W W W W <br />V)mmmm <br />12t' <br />a— 12f' <br />62+00 <br />0' <br />• • • u R c <br />m <br />r - <br />N <br />J <br />H <br />w <br />p <br />N <br />J <br />Q <br />w <br />p <br />OF SAN JOAQUIN <br />DRAWN <br />BY <br />DATE <br />PROJECT ENGINEER <br />n <br />DATE <br />CHECKED <br />DATE <br />M. KENDALL <br />1/06/2006 <br />T. KHOU <br />LL.NW 1 <br />Q w Z Y <br />5 <br />w <br />p QpQpC� <br />1/06/2006 <br />V. SUNADA <br />1/06/2006 <br />O <br />(n U (nJ <br />W W K)Q <br />Z Y <br />Z Z <br />STRIPE. <br />+�I <br />p <br />Z <br />O <br />H <br />N <br />Z <br />Q <br />w <br />W <br />Z <br />n <br />0 <br />Z <br />W <br />LO <br />O <br />J <br />J <br />O <br />O <br />Z <br />O <br />n <br />~ <br />07 <br />m 0 <br />Z <br />�O� <br />N �UwH- <br />'q- <br />Q <br />WJ <br />Q + <br />(0 <br />LL.NW 1 <br />Q w Z Y <br />5 <br />w <br />p QpQpC� <br />Z <br />��wg� <br />zM Z Lw <br />O <br />(n U (nJ <br />W W K)Q <br />Z Y <br />Z Z <br />64+00 a� 0' 65+00 <br />0' <br />.., r-TrT� <br />w <br />� N <br />0 w <br />Z <br />4 O Z Z <br />O = <br />f- U <br />U) <br />O <br />Z <br />� Ce <br />c0 �- Li <br />i <br />� <br />Q� STAGE 2 <br />Q 0 <br />U)Yw PLAN <br />1 " = 50' <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE <br />J <br />0 <br />0 <br />J <br />(- <br />r <br />Z N <br />0 <br />O <br />00 <br />0 <br />O <br />O <br />d- <br />Z M <br />W4 W W W J W <br />Q N Z a p <br />- <br />O LO <br />��wg� <br />N <br />0)Z <br />O <br />(n U (nJ <br />W W K)Q <br />Z Y <br />Z Z <br />STRIPE. <br />+�I <br />p <br />0OOfaN <br />F- X —j 00 <br />Moog <br />f- W CO <br />Y <br />I- <br />(oQZZ <br />_1 <br />QZ <br />(nWWW <br />V) <br />LLI <br />WILSON WAY (n <br />Y m U <br />i <br />� <br />Q� STAGE 2 <br />Q 0 <br />U)Yw PLAN <br />1 " = 50' <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE <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 />J N <br />0�f <br />W <br />N <br />O J <br />r, W Z <br />Z O <br />NZF- <br />� Q N <br />�UQd- <br />CC <br />N <br />+ ~ -� CONSTRUCTION SPEED <br />Q a Z ZONE 25 MPH <br />� P5 <br />Q p p p <br />H Z Z Z <br />N cnwww 100' <br />J 500' <br />Q Lh <br />w 100 100' 50' <br />p <br />C17 (25) C20(LT) W1 1(LT) & C21 C17(25) <br />N <br />12±' 100 100' 100' CA <br />• 1 2 f y 72+00 r 73+00 r 74+ <br />F <br />C14 <br />TRAFFIC CHANNELIZERS <br />20' SPACING (TYP) <br />F � <br />C17 (25) <br />BACK <br />TEMP. PAVEMENT <br />MARKING TAPE <br />TYPE VI ARROW <br />12. FOR <br />Z <br />0 <br />0 <br />0 <br />m <br />r- <br />r <br />Z N <br />AND STAGE 4 CONSTRUCTION STAGING PLAN SEE CALTRANS STD PLAN <br />Qaf J <br />O <br />O <br />U (n Q <br />L: CC H <br />O <br />W4 W W W J W <br />Q N Z a p <br />ENDS OF <br />ALL TEMPORARY RAILING <br />��wg� <br />OF <br />O <br />Z Y <br />Z Z <br />STRIPE. <br />Z <br />WZ W <br />p <br />ZZ <br />cnm0mW <br />Moog <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 />J N <br />0�f <br />W <br />N <br />O J <br />r, W Z <br />Z O <br />NZF- <br />� Q N <br />�UQd- <br />CC <br />N <br />+ ~ -� CONSTRUCTION SPEED <br />Q a Z ZONE 25 MPH <br />� P5 <br />Q p p p <br />H Z Z Z <br />N cnwww 100' <br />J 500' <br />Q Lh <br />w 100 100' 50' <br />p <br />C17 (25) C20(LT) W1 1(LT) & C21 C17(25) <br />N <br />12±' 100 100' 100' CA <br />• 1 2 f y 72+00 r 73+00 r 74+ <br />F <br />C14 <br />TRAFFIC CHANNELIZERS <br />20' SPACING (TYP) <br />F � <br />C17 (25) <br />BACK <br />TEMP. PAVEMENT <br />MARKING TAPE <br />TYPE VI ARROW <br />12. FOR <br />TYPICAL <br />SECTION AND LANE WIDTH <br />REQUIREMENTS, SEE SHEET 8. <br />13. FOR <br />STAGE 3 <br />AND STAGE 4 CONSTRUCTION STAGING PLAN SEE CALTRANS STD PLAN <br />T12. <br />FOR TYPICAL <br />SECTION AND LANE <br />WIDTH REQUIREMENTS, SEE SHEET 8. <br />14. THE <br />ENDS OF <br />ALL TEMPORARY RAILING <br />(K -RAIL) SHALL BE A MINIMUM <br />OF <br />15' FROM <br />OPPOSING TRAFFIC LANE <br />STRIPE. <br />J Z <br />0 O <br />0) — <br />o6 N <br />Z <br />of N ~ m � <br />N N <br />w <br />c00 Z J J <br />+ <br />rn ui <br />Z p <br />Q3 <br />w <br />(n m <br />MRO MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />www-mroengineers.com <br />ENGINEERING - PLANNING - SURVEYING <br />� No. C063822 � <br />* EXP. 09/30/06 <br />sf Clvi\� <br />qTF OF CA����� <br />07 <br />Of <br />w <br />N <br />Zw <br />OZ <br />�Z <br />Fn Q <br />m Z m <br />d I-QU <br />N N th <br />J J ~ U <br />QQWU'- <br />wF -- <br />Z Q <br />ppg� <br />0 0 0 0 <br />Z Z Z Z <br />wwww <br />C11 7 (25) <br />12f' <br />CONSTRUCTION SPEED <br />ZONE 25 MPH <br />100' <br />500' <br />100 100' 50' <br />C20(RT) W1 1(RT) & C21 C17(25) <br />A 0-A <br />100'1 100' 100' W <br />72+00 73+ 0 74+ <br />C14 C17 (25) <br />BACK <br />TRAFFIC CHANNELIZERS <br />20' SPACING (TYP.) <br />CONSTRUCTION STAGING PLAN <br />TEMP. PAVEMENT <br />MARKING TAPE z <br />TYPE VI ARROW o <br />ItR <br />SHEET N0. <br />uj <br />• <br />lot <br />69+00 <br />rr <br />m <br />OF <br />12 t' —•v <br />22 <br />12: ' —� <br />H <br />CC Z <br />00 <br />O <br />r 1= <br />N <br />LO m (n <br />Z <br />J <br />CO N N m <br />H <br />1� _J _J ~ <br />p <br />r -Q Q W <br />Moog <br />Q 0 0 0 <br />H Z Z Z <br />(nWWW <br />MRO MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />www-mroengineers.com <br />ENGINEERING - PLANNING - SURVEYING <br />� No. C063822 � <br />* EXP. 09/30/06 <br />sf Clvi\� <br />qTF OF CA����� <br />07 <br />Of <br />w <br />N <br />Zw <br />OZ <br />�Z <br />Fn Q <br />m Z m <br />d I-QU <br />N N th <br />J J ~ U <br />QQWU'- <br />wF -- <br />Z Q <br />ppg� <br />0 0 0 0 <br />Z Z Z Z <br />wwww <br />C11 7 (25) <br />12f' <br />CONSTRUCTION SPEED <br />ZONE 25 MPH <br />100' <br />500' <br />100 100' 50' <br />C20(RT) W1 1(RT) & C21 C17(25) <br />A 0-A <br />100'1 100' 100' W <br />72+00 73+ 0 74+ <br />C14 C17 (25) <br />BACK <br />TRAFFIC CHANNELIZERS <br />20' SPACING (TYP.) <br />CONSTRUCTION STAGING PLAN <br />TEMP. PAVEMENT <br />MARKING TAPE z <br />TYPE VI ARROW o <br />ItR <br />SHEET N0. <br />uj <br />p <br />5 <br />rr <br />m <br />OF <br />Q <br />3 <br />22 <br />Z <br />O <br />J <br />3 <br />