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I DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 10 SJ 12 15.8/17.1 45 61 DETAIL N0. THERMOPLASTIC TRAFFIC STRIPE PAVEMENT THERMOPLASTIC "" SHEET LOCATION OR 100 mm 200 mm MARKER PAVEMENT ROFESS/0 MARKING �o NO. PAVEMENT 9 22 25A 27B 29 40 36/36A 37B 38 38A REFLECTIVE (N) @1'P/C REc GINEER DATE P G. % �� Q � x MARKING (17-7) DOUBLE FOUR (6-1 ) (12-3) TYPE TYPE TYPE REMOVE REMOVE REMOVE , , co 141: TYPE BROKEN SOLID SOLID SOLID SOLID BROKEN SOLID BROKEN SOLID SOLID D G H STRIPE* MARKING MARKERS w 46387 m WHITE YELLOW YELLOW WHITE YELLOW WHITE WHITE WHITE WHITE WHITE PLANS APPROVAL DATE C( No. M m m m m m m m m m EA EA EA m2 m m2 EA SAN JOAQUIN COUNTY • Exp03 -31-03 . PD-1 "SJ-12" 36+81 .9 TO 39+67.0 "SIGNAL AHEAD" 23.4 1810 E. HAZELTON AVE STgrF CIVIL "SJ-12" 36+81 .9 TO 39+67.0 LIMIT LINE 14.3 STOCKTON, CA 95201 OF CALF "SJ-12" 36+81 .9 TO 39+67.0 TYPE III 7.8 "SJ-12" 36+81.9 TO 39+67.0 TYPE V 12.2 OMNI-MEANS, LTD. "SJ-12" 38+98.1 TO 39+04.6 38 8.1 2 2237 DOUGLAS BLVD. #100 ROSEVILLE, CA 95661 "SJ-12" 38+98.1 TO 39+04.6 25A 8.7 2 "SJ-12" 39+22.7 TO 40+54.3 29 278.8 21 The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. "SJ-12" 39+26.2 TO 42+06.7 29 566.0 41 "SJ-12" 40+58.4 TO 42+05.3 38 146.8 21 "SJ-12" 40+58.4 TO 42+05.3 TYPE III 15.6 w m 5 "SJ-12" 40+58.4 TO 42+05.3 LIMIT LINE 11.1 o w w V) 5 "Q2" 60+24.9 TO 61 +18.0 TYPE V 3.1 o "Q2" 61 +18 TO "SJ-12" 44+7027B 270.5 x "Q2" 61 +18.0 TO 60+42.2 25A 75.8 11 a "Q2" 60+42.2 TO 60+10.5 36A 31 .7 10 o "02" 60+42.2 TO 60+10.5 25A 21 3 "SJ-12" 42+38.9 TO 44+59.3 TYPE III 19.5 "SJ-12" 42+38.9 TO 44+59.3 LIMIT LINE 7.2 "SJ-12" 42+38.9 TO 43+02.5 36A 63.6 18 am "SJ-12" 43+02.5 TO 44+51.9 37B 1 149.4 35 Qo m "SJ-12" 42+38.9 TO 44+70.0 9 231 .0 17 UJ w "SJ-12" 42+32.7 TO 44+70.0 29 964.4 68 v 0 U "SJ-12" 44+59.3 TO 44+70.0 38 10.7 2 U o U "SJ-12" 42+91 .0 TO 44+59.3 37B 168.2 39 "SJ-12" 44+59.3 TO 44+70.0 38 10.7 2 "SJ-12" 42+33.6 TO 44+70.0 9 236.4 17 "SJ-12" 43+63.8 TO 44+70.0 37B 206.2 47 "SJ-12" 42+49.5 TO 42+63.8 40 17.3 "SJ-12" 42+37.7 TO 44+70 9 93.3 23 "SJ-12" 42+37.7 TO 44+70 11-TYPE V 33.7 "SJ-12" 42+37.7 TO 44+70 6-"STOP" 12.2 _ "SJ-12" 42+37.7 TO 44+70 LIMIT LINE 23.8 x 0 w ro Q "SJ-12" 42+37.7 TO 44+70 TYPE VI 3.9 w M "SJ-12" 42+37.7 TO 44+70 2-TYPE III 7.8 O z "SJ-12" 42+37.7 TO 44+70 38 477 34 z tan "SJ-12" 42+37.7 TO 44+70 29 676 93 Q "SJ-12" 42+37.7 TO 44+70 27B 122 G = "SJ-12" 42+37.7 TO 44+70 37B 28 8 "SJ-12" 38+88 TO 44+70 6-TYPE V 18.4 "SJ-12" 38+88 TO 44+70 2-"STOP AHEAD" 9.8 "SJ-12" 38+88 TO 44+70 9 27.8 7 "SJ-12" 38+88 TO 44+70 38 752 52 "SJ-12" 38+88 TO 44+70 29 1140 157 "SJ-12" 38+88 TO 44+70 TYPE III 3.9 "SJ-12" 38+88 TO 44+70 TYPE VI 3.9 "SJ-12" 42+53.9 TO "T1" 30+77.2 27B 128.4 z "T1 " 30+73.2 TO 30+98.2 29 132.2 11 "T1 " 30+54.1 TO 30+73.2 22 38.4 1 7 Q "T1 " 30+16.8 TO "SJ-12" 44+70.0 27B 153.2 "T1 " 30+67.0 TO 31 +00.00 LIMIT LINE 11 .1 a "T1 " 30+67.0 TO 31+00.00 "STOP" 2.0 x z "T1 " 30+67.0 TO 31 +00.00 TYPE III 3.9 Q "T1 " 30+67.0 TO 31 +00.00 "ONLY" 2.0 "T1 " 30+54.1 TO 30+76.1 22 44 5 LL_ "T1 " 30+70 TO 30+90 27B 23 H "T1" 30+76.1 TO 30+98 29 138 9 Luz "N" 60+05.2 TO 60+18.2 25A 13 3 ~ "N" 58+49.0 TO 58+84.1 9 35.1 3 GC "N" 58+84.1 TO 60+23.7 38 142.2 20 Lu "N" 58+84.1 TO 60+18.2 38 137.1 20 "N" 60+01.8 TO 60+26.1 38 24.3 1 4 "N" 58+49.0 TO 60+13.6 27B 167.9 "N" 60+16.5 TO 60+27.3 38A 43.0 Q "N" 57+83.8 TO 60+27.3 "SIGNAL AHEAD" 11.7 GZC "N" 57+83.8 TO 60+27.3 LIMIT LINE 17.9 "N" 57+83.8 TO 60+27.3 TYPE II 8.4 PAVEMENT Q "N" 57+83.8 TO 60+27.3 TYPE III 23.4 ' f DELINIATION x W QUANTITIES Sheet PD-4 Total 1 502.5 38.4 97.5 720.0 1942.4 17.3 95.3 523.8 479.9 43.0 148 257 16 194.6 3521 117.4 391 to (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. * EQUIVALENT 100mm STRIPE. I PD - 4 0' VN O FOR SCALEISIN MPLIMETERSLANS GINAL I i 21 I 41 I 61 I 81 DRAWN BY: CCR CU 06241 EA 456001 DWG FILE: 040PD09 T315