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X <br />X <br />(_0 V) <br />12 CV) <br />Lij <br />(\j <br />X01) <br />V) <br />110 > <br />0 Ld <br />LLJ ry <br />LLJ <br />LLJ <br />(Y <br />LLJ <br />IN, <br />L.LJ M <br />_j LLJ LLJ <br />j Z V <br />C)(3 C) <br />I V) LLJ <br />< Ld _r <br />6 n c) <br />X <br />Ld <br />L11 <br />z <br />Z <br />0 <br />0 <br />Z <br />LLJ <br />W <br />le <br />V) <br />W <br />W <br />3 <br />_j <br />0 <br />a. <br />KI <br />X <br />W <br />Nd <br />gr- C; <br />40 z <br />F- <br />Id <br />V) <br />(D <br />-0 <br />no C <br />0 <br />=2 E <br />da. E <br />0 <br />LIL. Cr <br />0 <br />L <br />0 <br />< <br />LU <br />Uj <br />gm 0 <br />La <br />1jL. z <br />Li <br />C <br />Ljj <br />L <br />.0 <br />V) <br />z <br />V) <br />Lf) <br />0 <br />00 <br />Lf) <br />G) <br />EARTHWORK QUAN'tri'mS <br />CY <br />Imported Borrow <br />16,500 <br />Roadway Excavation <br />645 <br />Structure Excavation (Rock Slope Protection) <br />10,055 <br />Rock Slope Protection (Light Method B) <br />7,360 <br />Class 2 Aggregate Base <br />1,130 <br />!:IF -CORD DRAWIN"G <br />.0,111""tions By — <br />I (-� (T, <br />o , i ,i n (I e,,s 6 y, <br />awing Should Wirify <br />ASPHALT CONCRETE QUAN-jarmS <br />DOW& <br />Roadway 950 <br />A.C. Dike 6 <br />Overside Drains 12 <br />TOTAL W <br />PLACE A.C. (MSCELLANEOUS AREA) <br />METAL BEAM GUARD RAILING (WOOD POST) <br />I,omtion <br />W. Levee S. <br />W. Levee N. <br />E. Levee S. <br />E. Levee N. <br />Cable <br />Terminal <br />Anchor <br />Assembly <br />Section <br />(Breakaway) <br />Type Type <br />Type <br />Type <br />Type Type <br />1�ad <br />A B <br />I <br />A <br />B C <br />Section <br />LF <br />EA EA <br />EA <br />EA <br />EA EA <br />EA <br />150, <br />1 <br />1 <br />1 1 <br />160' <br />1 <br />1 <br />1 <br />1 <br />150' <br />1 <br />1 <br />1 <br />1 <br />75' <br />1 1 <br />1 <br />1 <br />1 <br />Location <br />Left/Right <br />Length <br />Width <br />Sq. Yd. <br />AC Overside Drains <br />[41 West Levee Road Sta 19+00 to 21+00 Left <br />60' <br />31 <br />20 <br />35' <br />31 <br />12 <br />[21 East Levee Road Sta 26+60 to 28+00 Left <br />10, <br />3' <br />4 <br />TOTAL 525' 4 <br />1 <br />4 1 1 <br />4 2 <br />10, <br />31 <br />4 <br />(21 East Levee Road Sta 26+60 to 28+50 Right <br />70, <br />31 <br />24 <br />100, <br />31 <br />34 <br />TOTAL <br />285' <br />31 <br />98 <br />PLACE A.C. DIKE <br />PAVEMENT STRIPING, AIARHEM & ALAREINGS <br />Station To Station <br />Tvi)e C <br />Item <br />Unit <br />Quantities <br />Caltrans Std. <br />LefVRight <br />Lin. Ft. <br />STRIPING <br />West Levee Road Sta 18+90 to 21+10 Left <br />220 <br />4" Double Yellow Line <br />LF <br />3,494 <br />A20-A, Det. 22 <br />East Levee Road Sta 26+50 to 29+53 Left <br />303 <br />4" White Line <br />LF <br />3,716 <br />A20-B, Det. 27A & <br />27B <br />East Levee Road Sta 26+50 to 29+50 Right <br />300 <br />TOTAL <br />7)210 <br />TOTAL <br />823 <br />MARKERS <br />TYPE AY, Yellow Non -Reflective <br />EA <br />32 <br />A20-A, Det. 23 & <br />A20-C, Det. 40AY <br />TYPE D, Two-way Yellow Reflective <br />EA <br />224 <br />A20-A, Det. 22 <br />MARKINGS. <br />WHITE THERMOPLASTIC <br />12" Stop Bars <br />SF <br />160 <br />A-24D <br />STOP <br />SF <br />264 <br />A-24C <br />AHEAD <br />SF <br />155 <br />A-24C <br />ONLY <br />SF <br />44 <br />A-24D <br />Left Turn Arrow (TYPE III(Q) <br />SF <br />42 <br />A-24A <br />Right Turn Arrow (TYPE IV(R)) <br />SF <br />15 <br />A-24B <br />TOTAL <br />680 <br />DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 si 17 105 <br />6X4. �*VESS'0/4� <br />REGISTERED CIVIL ENGINEER <br />SV V 1 7.1 1 �� -3 3 <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Sacrcmento, Cd1forn1c 95827 <br />ARLIE SKELTON <br />Of No. 12966 <br />EXP. 3/3 1 /97 <br />CIVIL <br />OF C <br />BACON I SLAND ROAD BR I DGE AT M I DDLE R I VER <br />r __ <br />SUMMARY Or QUANTITIES 0-1 <br />GQ�EDG �� <br />FORM DC—OE-92—PF (REV. 3/88) <br />FOR REDUCED PLANS 0 <br />ORIGINAL SCALE IS IN INCHES <br />2 <br />CU <br />1101 <br />