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BO60E6 �A <br />EROSION CONTROL (TYPE Dl <br />LOCATON <br />AREA <br />na <br />NW UA AN <br />4.86 <br />RSP« <br />(BACKING No. 2. <br />METHOD B) <br />(m3) <br />RSP« <br />FABRIC <br />(TYPE A) <br />(m2) <br />LENGTH <br />3.31 <br />(AC, GROUND -IN <br />INDENTATONS) <br />FROM <br />A N A <br />4.29 <br />7 <br />TO <br />TEMPORARY FlBER ROLL <br />4.24 <br />TO <br />N <br />TOTAL <br />i6.J0 <br />SHOULDER RUMBLE STRIP <br />REMOVE FENCE (TYPE WMl <br />AREA <br />m2 <br />LOCATION <br />LOCATON <br />RSP« <br />(BACKING No. 2. <br />METHOD B) <br />(m3) <br />RSP« <br />FABRIC <br />(TYPE A) <br />(m2) <br />LENGTH <br />(HMA, ROLLED -IN <br />INDENTATIONS) <br />(AC, GROUND -IN <br />INDENTATONS) <br />FROM <br />A N A <br />FROM <br />7 <br />TO <br />TEMPORARY FlBER ROLL <br />TO <br />N <br />STA <br />STA <br />EB <br />132 <br />32+0].924 <br />Lt <br />]96.1 <br />EB <br />132 <br />33+95.000 <br />Lt <br />5.0 <br />1.9 <br />X <br />UNE <br />45+94.903 <br />Lt <br />X <br />LINE <br />49+33.864 <br />Lt <br />EB <br />132 <br />�: _'__' <br />Rt <br />EB <br />132 <br />43+20.6]0 <br />Rt <br />X <br />LINE <br />49 55.52] <br />Rl <br />X <br />LINE <br />56+63.200 <br />+17.000 <br />1002.9 <br />rib <br />132 <br />33+58.500 <br />Rt <br />WB <br />1 2 <br />4 + <br />Rt <br />X <br />LINE <br />49+69.893 <br />Lt <br />34+95.500 <br />LINE <br />51+51.551 <br />Lt <br />36+63.000 <br />WH <br />2 <br />Lt <br />WB <br />132 <br />53+40 Lt <br />Lt <br />TOTAL <br />WB 13240+53.0 <br />L <br />B <br />132 <br />EB <br />132 <br />33+95.000 <br />Lt <br />2 <br />EB <br />132 <br />45+53.000 <br />Lt <br />1.6 <br />X <br />LIN <br />+1 R <br />1 <br />J.9 <br />EB <br />132 <br />+50.00 <br />B <br />4 + <br />t <br />X <br />IN <br />56 <br />1 <br />8.0 <br />3 <br />.7 <br />5.0 <br />EB <br />132 <br />45+53.000 <br />Lt <br />EB <br />132 <br />6 + 4 <br />It <br />0.1 <br />4 <br />O.J6 <br />A <br />EB <br />132 <br />45+53.000 <br />Rt <br />EB <br />132 <br />5 +9 . <br />A <br />IN <br />4]+74. R <br />14.9 <br />5 <br />WH <br />132 <br />46+00.500 <br />Rt <br />WB <br />132 <br />49+35.698 <br />3.4 <br />B <br />IN <br />4 +4 R <br />1 <br />2.4 <br />.) <br />5 <br />1 <br />1+2.53 <br />t <br />WB <br />132 <br />59+54.119 <br />Rt <br />8.3 <br />O.J6 <br />5.0 <br />C <br />B <br />1 <br />4+ 5. 50 <br />t <br />EB <br />132 <br />SJ+30.000 <br />Rt <br />2.5 <br />I <br />3 <br />1 <br />1 .J <br />0 J6 <br />EB <br />132 <br />5J+30.000 <br />Rl <br />EB <br />132 <br />59+14.800 <br />R <br />.9 <br />LINE <br />51+12 Lt <br />1 <br />1 <br />O.J6 <br />5.0 <br />TOTAL <br />D <br />UNE <br />52+50 Rt <br />33532.03 <br />3f.t 62.6 <br />REMOVE FENCE (TYPE WMl <br />TEMPORARY EROSION CONTROL <br />LOCAPON <br />AREA <br />m2 <br />LOCATION <br />3210 <br />RSP« <br />(BACKING No. 2. <br />METHOD B) <br />(m3) <br />RSP« <br />FABRIC <br />(TYPE A) <br />(m2) <br />LENGTH <br />6630 <br />4+4 <br />FROM <br />A N A <br />3150 <br />7 <br />TO <br />TEMPORARY FlBER ROLL <br />X <br />N <br />44+ 7.7 <br />R <br />I <br />+ .179 <br />Rt <br />]96.1 <br />1 <br />13.3 <br />0 J6 <br />5.0 <br />X <br />UNE <br />45+94.903 <br />Lt <br />X <br />LINE <br />49+33.864 <br />Lt <br />590.4 <br />4 <br />O.J6 <br />5.0 <br />X <br />LINE <br />49 55.52] <br />Rl <br />X <br />LINE <br />56+63.200 <br />Rt <br />1002.9 <br />X <br />LINE <br />49+69.893 <br />Lt <br />X <br />LINE <br />51+51.551 <br />Lt <br />iJ9.0 <br />LINE <br />53+40 Lt <br />1 <br />TOTAL <br />O.J6 <br />5.0 <br />2568.6 <br />TEMPORARY EROSION CONTROL <br />LOCAPON <br />AREA <br />m2 <br />AG 1 PHAB II - <br />3210 <br />RSP« <br />(BACKING No. 2. <br />METHOD B) <br />(m3) <br />RSP« <br />FABRIC <br />(TYPE A) <br />(m2) <br />A 1 HA II - <br />6630 <br />4+4 <br />1 <br />A N A <br />3150 <br />7 <br />50 <br />TEMPORARY FlBER ROLL <br />48]0 <br />TOTAL <br />12 990 <br />FLUME DOWNDRAIN3 <br />« QUANTtt INCLUDED IN ROCK SLOPE PROTECTION TABLE <br />TEMPORARY WATER POLLUTION CONTROL <br />DESCRIPTION <br />LOCATON <br />TAPERED <br />INLET <br />(EA) <br />FLUME <br />DOWNDRAIN <br />(m) <br />ANCHOR <br />ASSEMBLY <br />(EA) <br />RSP« <br />(BACKING No. 2. <br />METHOD B) <br />(m3) <br />RSP« <br />FABRIC <br />(TYPE A) <br />(m2) <br />X <br />IN <br />4+4 <br />1 <br />6.2 <br />MOVE -IN OVE-OUT TEMPORARY ERSOION CONTROL <br />7 <br />50 <br />TEMPORARY FlBER ROLL <br />48]0 <br />X <br />UNE <br />35+10 t <br />1 <br />13.3 <br />0 J6 <br />5.0 <br />% <br />INE <br />3J+45 Lt <br />1 <br />11.4 <br />4 <br />O.J6 <br />5.0 <br />% <br />LINE <br />39+02 Lt <br />1 <br />4 <br />O.JB <br />X <br />LINE <br />51+90 Lt <br />1 <br />4. <br />O.J6 <br />5.0 <br />LINE <br />53+40 Lt <br />1 <br />O.J6 <br />5.0 <br />LINE <br />55+20 Lt t <br />2 <br />1 .4 <br />O.J6 <br />5.0 <br />X <br />LIN <br />+1 R <br />1 <br />J.9 <br />} <br />.7 <br />5.0 <br />X <br />IN <br />56 <br />1 <br />8.0 <br />3 <br />.7 <br />5.0 <br />X <br />LINE <br />59+45 Rt <br />1 � <br />0.1 <br />4 <br />O.J6 <br />A <br />LIN <br />5.9 <br />2 <br />.Jfi <br />A <br />IN <br />4]+74. R <br />14.9 <br />5 <br />.) <br />0 <br />B <br />IN <br />4 +4 R <br />1 <br />2.4 <br />.) <br />5 <br />B <br />LNE <br />4J+72 Lt <br />1 <br />16.0 <br />O.J6 <br />5.0 <br />C <br />LINE <br />4J+60 Lt <br />1 <br />O.J6 <br />5.0 <br />I <br />3 <br />1 <br />1 .J <br />0 J6 <br />5.0 <br />D <br />LINE <br />51+12 Lt <br />1 <br />1 <br />O.J6 <br />5.0 <br />D <br />UNE <br />52+50 Rt <br />1 <br />95 <br />3 <br />O.J6 <br />TOTAL <br />19 <br />188.] <br />72 <br />14.5 <br />95.0 <br />« QUANTtt INCLUDED IN ROCK SLOPE PROTECTION TABLE <br />TEMPORARY WATER POLLUTION CONTROL <br />DESCRIPTION <br />EA <br />m <br />TEMPO ARY CONCRETE WASHOUT FACILItt <br />8 <br />56+60.421 <br />TEMPORARY CONSTRUCTON ENTRANCE <br />4 <br />TO Sta <br />TEMPORARY DRAINAGE INLET PRO] TI <br />14 <br />290.0 <br />MOVE -IN OVE-OUT TEMPORARY ERSOION CONTROL <br />4 <br />TEMPORARY FlBER ROLL <br />48]0 <br />8J � 132 � 1.5/4.6 <br />2010 <br />CA 956ie 0 11810 EAST NAZELTCN <br />6TOCKTON. CA 95205 <br />CONCRETE BARRIER (TYPE 7821 <br />LOCATION <br />�^ <br />X LINE Sta 56+70.421 Li TO <br />Sta <br />56+60.421 <br />10.0• <br />X LINE Sto 56+J0.4 1 R <br />TO Sta <br />56+80.4 1 <br />10.0• <br />290.0 <br />TOTAL <br />20.0* <br />FOR ADDITIONAL QUANTITY, SEE STRUCTURE PLANS <br />CONCRETE BARRIER (TYPE 782A) <br />CONCRETE BARRIER (TYPE 782B) <br />LOCATION <br />^I <br />X <br />LINE <br />Sta <br />SJ+80.000 TO Sta <br />60+]0.000 <br />290.0 <br />11.4 <br />CONCRETE BARRIER (TYPE 782B) <br />AS BUILT <br />CONTRACT No. 10-2A7804 <br />C.C.A. DATE 08/ 15/ 2014 <br />R.E. NAME Juan R. Zufiiga <br />SUMMARY OF QUANTITIES Q_2 <br />zl eooz.owc CU 0625] EA 2AT801 <br />LOCATON <br />r^ <br />X <br />LINE <br />Sto <br />60+]0.000 TO Sta <br />60+81.388 <br />11.4 <br />AS BUILT <br />CONTRACT No. 10-2A7804 <br />C.C.A. DATE 08/ 15/ 2014 <br />R.E. NAME Juan R. Zufiiga <br />SUMMARY OF QUANTITIES Q_2 <br />zl eooz.owc CU 0625] EA 2AT801 <br />