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e <br />G <br />G <br />�� <br />OA <br />AS BUILT <br />CONTRACT ND. 10-2A7804 <br />C.C.A. DATE 08/ 15/ 2014 <br />R.E. NAME Juan R. Zuhiga <br />PAVEMENT DELINEATION QUANTITIES -TABLE 1 <br />ula <br />10 <br />SJ <br />132 <br />- <br />PAVEMENT MARKER <br />1.5/4.8 <br />SER <br />Otos <br />DETAIL <br />9 <br />DETAIL <br />12 <br />DETAIL <br />14A <br />DETAIL <br />25 <br />DETAIL <br />25q <br />DETAIL <br />2]B <br />� I <br />January 20. <br />2010 <br />II <br />SAN JOADDIN COUNTY <br />993 RESERVE DP. x100 1810 EAST HAZELTON <br />PAVEMENT DELINEATION QUANTITIES <br />PDQ -1 <br />BORDER LAST REVI5E0 Sit iZOOT Is Ix u�LrrueTRBs oxa r�lE� zierooa.Dxs ICU 06257 IEA 2A]801 <br />e� <br />THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) <br />PAINT TRAFFIC STRIPE (2 -COAT) <br />- <br />PAVEMENT MARKER <br />SHEET <br />Na <br />STATION LIMITS <br />DETAIL <br />8 <br />DETAIL <br />9 <br />DETAIL <br />12 <br />DETAIL <br />14A <br />DETAIL <br />25 <br />DETAIL <br />25q <br />DETAIL <br />2]B <br />DETAIL <br />29 <br />DETAIL <br />36 <br />DETAIL <br />36A <br />DETAIL <br />368 <br />DETAIL <br />37 <br />DETgIL <br />3]B <br />DETAIL <br />38 <br />DETAIL <br />38A <br />DETAIL <br />388 <br />DETAIL <br />1 <br />DETAIL <br />9 <br />DETAIL <br />22 <br />DETAIL <br />2]B <br />DETAIL <br />29 <br />DETAIL <br />3]B <br />(RETROREFLECTVE) <br />1ao mm <br />BROKEN <br />WHITE <br />10o mm <br />BROKEN <br />WHITE <br />10o a,ra <br />BROKEN <br />WHITE <br />10o a,ra <br />BROKEN <br />WHILE <br />10o mra <br />SOLID <br />YELLOW <br />10o mm <br />SOLID <br />YELLOW <br />10o mm <br />SOLID <br />WHITE <br />10o mra <br />SOLID <br />YELLOW <br />zoo a,m <br />SOLID <br />WHITE <br />zoo mn, <br />SOLID <br />WHITE <br />zoo mm <br />SOLID <br />WHITE <br />zoo mm <br />BROKEN <br />WHITE <br />zoo mm <br />BROKEN <br />WHITE <br />20o mm <br />SOLID <br />WHITE <br />zoo n,m <br />SOLID <br />WHITE <br />zoo mm <br />SOLID <br />WHITE <br />1oa ram <br />BROKEN <br />YELLOW <br />10o raa, <br />BROKEN <br />WHITE <br />10o mm <br />SOIJD <br />YELLOW <br />10o mm <br />SOLID <br />WHITE <br />10o R,rR <br />SOLID <br />YELLOW <br />zoo mra <br />BROKEN <br />WHITE <br />TYPE <br />C <br />TWE <br />D <br />TYPE <br />G <br />TYPE <br />H <br />EA <br />PD -1 <br />X 31+40.0 TO 31+60.0 <br />20.0 <br />215.8 <br />2 <br />PD -2 <br />X 31+60.0 TO 38+00.0 <br />460.0 <br />1100.1 <br />1098.8 <br />32 <br />]6 <br />PD -3 <br />X 38+00.0 TO 44+60.0 <br />32.9 <br />945.8 <br />43.9 <br />1320.0 <br />1320.4 <br />4 <br />]2 <br />91 <br />PO -4 <br />"A" 44+60.0 TO 47+60.0 <br />58.6 <br />159.4 <br />298.2 <br />82.2 <br />12 <br />23 <br />"X" 44+60.0 TO 4]+60.0 <br />600.0 <br />600.0 <br />451.6 <br />82.0 <br />54 <br />42 <br />"B" 44+68.0 TO 4]+60.0 <br />209.] <br />298.] <br />82.3 <br />12 <br />30 <br />PD -5 <br />"X" 4]+60.0 TO 51+00.0 <br />340.0 <br />340.0 <br />340.0 <br />24 <br />24 <br />"B' 4]+60.0 TO 49+54.8 <br />193.0 <br />203.] <br />92.4 <br />2] <br />2] <br />"D" 49+34.9 TO 51+00.0 <br />169.0 <br />169.] <br />24 <br />"E" 12+80.0 TO 14+54.2 <br />268.6 <br />291.6 <br />131.8 <br />42 <br />19 <br />PD -6 <br />A 4]+60.0 TO 49+69.6 <br />195.] <br />216.9 <br />28 <br />"C' S0+1 ].] TO 45+95.3 <br />328.3 <br />410.8 <br />82.3 <br />55.2 <br />29 <br />46 <br />"X" 4]+60.0 TO 51+00.0 <br />340.0 <br />340.0 <br />25].9 <br />82.0 <br />82.2 <br />18 <br />38 <br />24 <br />"E' 14+54.2 TO 16+60.0 <br />356.1 <br />356.] <br />102.1 <br />51 <br />15 <br />"F 29+00.0 TO 31+20.0 <br />220.0 <br />440.0 <br />62 <br />PD-] <br />"X" 51+00.0 TO 54+80.0 <br />]16.1 <br />43.9 <br />]60.0 <br />684.2 <br />380.0 <br />8] <br />55 <br />53 <br />"D" 51+00.0 TO 54+]5.5 <br />198.5 <br />3]9.1 <br />85.8 <br />95.9 <br />21 <br />15 <br />28 <br />"F" 31+20.0 TO 32+00.0 <br />]9.6 <br />160.0 <br />24 <br />PD -8 <br />"X" 54+80.0 TO 58+60.0 <br />629.9 <br />]59.9 <br />656.3 <br />656.3 <br />144 <br />49 <br />53 <br />PD -9 <br />% 58+60.0 TO 65+40.0 <br />636.1 <br />87.8 <br />821.6 <br />558.3 <br />30.3 <br />1]9.8 <br />94.3 <br />95.9 <br />105.0 <br />28 <br />116 <br />5] <br />PD -10 <br />X 65+40.0 TO 69+34.6 <br />4]].1 <br />40.0 <br />34 <br />4 <br />PD -11 <br />"E" 12+29.9 TO 12+80.0 <br />100.3 <br />100.2 <br />43.6 <br />6.6 <br />i6 <br />13 <br />"E" 10+70.0 TO 12+29.9 <br />96.0 <br />149.5 <br />320.0 <br />20.8 <br />10.4 <br />48 <br />12 <br />PD -12 <br />E 16+60.0 TO i]+08.0 <br />96.0 <br />96.0 <br />15 <br />"E 1]+08.0 TO 18+10.0 <br />168.4 <br />165.0 <br />25 <br />"F" 27+50.0 TO 29+00.0 <br />139.0 <br />284.2 <br />40 <br />Sheet <br />PDQ -1 Sus -Total <br />91.5 <br />0 <br />5145.0 <br />1]5.6 <br />6101.6 <br />1453.6 <br />8362.4 <br />844.5 <br />358.9 <br />168.0 <br />119.8 <br />1308.] <br />43.6 <br />336.4 <br />105.0 <br />147.6 <br />0.0 <br />96.0 <br />588.1 <br />13]2.6 <br />185.8 <br />10.4 <br />301 <br />321 <br />629 <br />632 <br />Sheet <br />PDO -1 Tofol <br />24822.2 <br />2252.9 <br />1884 <br />PAVEMENT DELINEATION QUANTITIES <br />PDQ -1 <br />BORDER LAST REVI5E0 Sit iZOOT Is Ix u�LrrueTRBs oxa r�lE� zierooa.Dxs ICU 06257 IEA 2A]801 <br />e� <br />