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T299 - T359
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T299 - T359
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Last modified
3/8/2016 3:38:44 PM
Creation date
1/22/2016 9:08:46 PM
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Improvement Plans
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Improvement Plans
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---- - - ..... - - -- --- <br /> DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> TOTAL PROJECT No SHEETS <br /> DELINEATORS/OBJECT MARKERS 110 SJ 12 15.8/17.1 46 61 <br /> DELINEATOR OBJECT ZOG-01 <br /> SNOT (CLASS 1 ) MARKER REMOVE REMOVE ri REGIS GINEER DATE �� PR p EGsc,1q( <br /> x CHANNELIZER BARRICADE � o���Fy� <br /> TYPE TYPE TYPE TYPE K ik ! ��' -�� w 46387 rm <br /> E F G PLANS APPROVAL DATE c( No. a <br /> NOTE: POST FOR TYPE K-1 . 03-3/-Q3 <br /> EA EA EA EA EA EA OBJECT MARKERS SHALL BE SAN JOAQUIN COUNTY Exp. <br /> PD-1 1 27 10 2 FLEXIBLE 1810 E. HAZELTON <br /> E <br /> PD-2 6 18 5 2 99 7 STOCKTON, CA95201rgTF OF 1 AIL`Eo���P <br /> PD-3 5 2 <br /> OMNI-MEANS, LTD. <br /> TOTALS 7 �� 17 7 2237 DOUGLAS BLVD. #100 <br /> ROSEVILLE, CA 95661 <br /> The State of California or its officers or agents shall not be responsible <br /> DETAIL N0. <br /> THERMOPLASTIC TRAFFIC STRIPE PAVEMENT THERMOPLASTIC for the accuracy or completeness of electronic copies of this plan sheet. <br /> SHEET LOCATION OR 100 mm 200 mm MARKER PAVEMENT <br /> >_ w <br /> NO. PAVEMENT 9 22 25A 27B 29 40 36/36A 37B 38 38A REFLECTIVE MARKING <br /> °° S MARKING (17-7) DOUBLE FOUR (6-1 ) (12-3) TYPE TYPE TYPE REMOVE REMOVE REMOVE <br /> N TYPE BROKEN SOLID SOLID SOLID SOLID BROKEN SOLID BROKEN SOLID SOLID D G H STRIPE* MARKING MARKERS <br /> w <br /> a WHITE YELLOW YELLOW WHITE YELLOW WHITE WHITE WHITE WHITE WHITE <br /> o m m m m m m m m m m EA EA EA m2 m m2 m2 <br /> x PD-2 "SJ-12" 44+70.0 TO 45+96.4 27B 130.6 <br /> Q "SJ-12" 44+70.0 TO 45+96.5 9 126.5 10 <br /> o "SJ-12" 44+70.0 TO 45+91.1 29 487.2 35 <br /> "SJ-12" 44+70.0 TO 45+91 .1 38 121.1 18 <br /> "SJ-12" 44+70.0 TO 45+91 .1 38 121.1 18 <br /> "SJ-12" 44+70.0 TO 45+91 .1 9 121.1 9 <br /> "SJ-12" 44+70.0 TO 45+35.5 37B 65.5 16 <br /> �r } "SJ-12" 45+35.5 TO 45+91.1 38 55.6 9 <br /> m m "SJ-12" 44+70.0 TO 46+02.3 27B 157.8 <br /> J w w "SJ-12" 45+23.0 TO 45+91.1 TYPE III 23.4 <br /> Z) ZL) 0 Y "SJ-12" 45+23.0 TO 45+91.1 LIMIT LINE 24.5 <br /> "SJ-12" 44+70 TO 48+30 9 97.1 24 <br /> v o v "SJ-12" 44+70 TO 48+30 2-TYPE V 6.1 <br /> "SJ-12" 44+70 TO 48+30 2-"STOP AHEAD" 9.8 <br /> "SJ-12" 46+37.8 TO 48+30.0 27B 192.9 <br /> "SJ-12" 46+38.0 TO 47+48.4 38 110.4 16 <br /> "SJ-12" 46+38.1 TO 48+30.0 9 192.0 1 14 <br /> "SJ-12" 46+38.2 TO 48+30.0 38 191.9 27 <br /> "SJ-12" 46+33.2 TO 48+30.0 29 782.4 55 <br /> _ "SJ-12" 46+38.3 TO 47+10.6 9 72.2 6 <br /> x Q "SJ-12" 46+38.5 TO 48+30.0 27B 192.4 <br /> Lu < "SJ-12" 46+35.1 TO 47+48.3 LIMIT LINE 89.7 <br /> O Z "SJ-12" 46+35.1 TO 47+48.3 TYPE III 15.6 <br /> Z N" SJ-12" 46+35.1 TO 47+48.3 TYPE VI 11.7 <br /> O to "T2" 30+21.9 TO 30+48.4 9 26.4 3 <br /> F) <br /> = "T2" 30+21.9 TO 30+48.4 29 105.6 9 <br /> "T2" 30+21 .9 TO 30+48.4 38 26.4 5 <br /> "T2" 30+21.9 TO 30+48.4 38 26.4 5 <br /> "T2" 30+35.6 TO 30+48.4 27B 13.6 <br /> "T2" 31 +08.0 TO 31 +19.0 27B 11.9 <br /> "T2" 31 +07.5 TO 31 +28.2 38 20.7 4 <br /> "T2" 31 +07.3 TO 31 +28.2 38 1 20.9 4 <br /> "T2" 31 +07.1 TO 31+28.2 22 42.2 8 <br /> "T2" 31 +06.9 TO 31 +28.2 9 21 .4 2 <br /> Z "T2" 31 +06.3 TO 31+28.2 27B 22.3 <br /> "T2" 30+38.7 TO 31+16.9 LIMIT LINE 15.3 <br /> ~ "T2" 30+38.7 TO 31 +16.9 CROSSWALK 70.7 <br /> Q <br /> ~ "T2" 30+38.7 TO 31+16.9 TYPE III 15.6 <br /> "T2" 30+38.7 TO 31 +16.9 TYPE II 4.2 <br /> x Z "T2" 30+38.7 TO 31 +16.9 TYPE 1 2.9 <br /> ccQ <br /> 11_ "T2" 39+66.6 TO "T1" 39+53.0 27B 102.3 <br /> LIL- "T2" 39+85.4 TO "T1" 39+53.0 22 165.4 1 25 j <br /> "T2" 40+13.7 TO "T1" 39+53.0 27B 53.9 <br /> ~ <br /> Z PD-3 "SJ-12" 48+30.0 TO 48+99.0 27B 170.0 <br /> Lu "SJ-12" 48+30.0 TO 48+36.3 9 6.3 1 <br /> 1�_ "SJ-12" 48+30.0 TO 48+36.5 38 6.5 2 <br /> Q "SJ-12" 48+30.0 TO 49+71.2 29 567.2 41 <br /> G "SJ-12" 48+71.2 TO 49+99.0 22 55.6 10 <br /> "SJ-12" 48+30.0 TO 49+99.0 27B 169.9 <br /> "SJ-12" 48+18.7 TO 49+85.0 "SIGNAL AHEAD" 11 .7 <br /> "SJ-12" 48+18.7 TO 49+85.0 TYPE III 3.9 <br /> Q "SJ-12" 48+18.7 TO 49+85.0 TYPE V 6.1 <br /> Z "SJ-12" 48+18.7 TO 49+85.0 TYPE V 6.1 <br /> "SJ-12" 48+18.7 TO 49+85.0 TYPE V 3.1 ` <br /> PAVEMENT <br /> Q Sheet PD-5 Total 565.9 263.2 0.0 1217.6 1942.4 0.0 0.0 65.5 701 .0 0.0 183 169 0 295.3 97.1 19.0 24 Ztl D E L I N I A T I O N <br /> U <br /> U- Sheet PD-4 Total 502.5 38.4 97.5 720.0 1942.4 17.3 95.3 523.8 479.9 43.0 148 257 16 194.6 3542.1 117.4 391 . ;. , <br /> x Sheets PD-4 & PD-5 Totals 1068.4 301 .6 97 137 6 .8 17.3 95.3 589.3 43.0 33 426 169.9 - 3639. 1 .4' 415 QUANTITIES <br /> W From TH Sheets, See Sht Q-2 10685 233.2 399 <br /> F- <br /> QCombined Totals � Sa ' <br /> � •_� a 1908.5 3,.' I la 773 �' s. x$6.8- 44-3-24.2- -369.8"_. 14 O I <br /> co (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. * EQUIVALENT 100mm STRIPEy � � cE• <br /> j <br /> J 5) PD - 5 0I <br /> V O , <br /> N <br /> O <br /> FOR REDUCED PLANS ORIGINAL DRAWN BY: CCR <br /> SCALE IS IN MILLIMETERS I 2I I 4I I 6I I 8I DWG FILE: 040PD09 CU 06241 1EA 456001 <br />
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