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STATION LIMITS <br />LOCATION NO. <br />1 - <br />MCHENRY AVE <br />"M" 29+38.15 <br />TO <br />30+ 17.30 <br />"M" 31 +74.80 <br />TO <br />32+31.79 <br />"M" 31 +62.57 <br />TO <br />32+31.79 <br />"M" 31 +62.1 1 <br />TO <br />32+37.50 <br />SUBTOTAL (LOCATION NO. 1) <br />LOCATION NO. <br />2 - <br />RIVER ROAD <br />"R" 15+37.50 <br />TO <br />15+99.26 <br />"R" 15+70.29 <br />TO <br />16+30.00 <br />SUBTOTAL (LOCATION NO. 2) <br />LOCATION NO. <br />3 - <br />MCHENRY AVE <br />"M" 71 +33.28 <br />TO <br />71 +90.36 <br />"M" 72+31.92 <br />TO <br />72+88.55 <br />"M" 72+46.16 <br />TO <br />72+76.16 <br />"M" 73+ 17.73 <br />TO <br />73+51.81 <br />SUBTOTAL (LOCATION NO. 3) <br />TOTAL <br />STATION LIMITS <br />GUARDRAIL SUMMARY <br />MIDWEST <br />END ANCHOR <br />ALTERNATIVE <br />TRANSITION <br />TRANSITION <br />VEGETATION <br />CONTROL <br />REMOVE <br />AND <br />GUARDRAIL <br />ASSEMBLY <br />TERMINAL <br />RAILING <br />RAILING <br />(MINOR LAYOUT <br />SALVAGE <br />LOCATION SYSTEM <br />(TYPE SFT) <br />SYSTEM <br />(TYPE WB-31) <br />(TYPE WB) <br />CONCRETE) <br />GUARDRAIL <br />LF <br />EA <br />EA <br />EA <br />EA <br />SQ FT TYPE <br />LF <br />Lt <br />55 <br />1 1 261 <br />12AA <br />Lt <br />32 <br />1 1 207 <br />12AA <br />Rt <br />45 <br />1 1 242 <br />12AA <br />Rt <br />75 <br />132 <br />3 2 1 710 <br />0 <br />75 <br />Rt <br />37 <br />1 1 222 <br />12AA <br />60 <br />37 <br />1 1 222 <br />60 <br />t 50 1 1 <br />t 88 1 1 <br />t 10 1 1 <br />It 10 1 1 <br />158 2 2 4 <br />327 2 6 7 1 <br />MISCELLANEOUS ITEMS <br />CHAIN LINK BARBED WIRE RETAINING CONCRETE <br />FENCE WOOD FENCE FENCE WALL BARRIER <br />LOCATION (CL-6) (TYPE 80 MOD <br />LF LF LF LF LF <br />LOCATION NO. <br />2 - <br />RIVER ROAD <br />"R" 14+50.00 <br />TO <br />16+00.00 <br />Rt <br />"R" 15+96.00 <br />TO <br />16+10.53 <br />Rt 15 <br />SUBTOTAL (LOCATION NO. 2) <br />15 <br />LOCATION NO. <br />3 <br />- MCHENRY AVE <br />E <br />0 <br />"M" 71 +30.92 <br />TO <br />72+03.10 <br />Rt <br />"M" 71 +30.92 <br />TO <br />72+03.10 <br />Rt <br />0 <br />N <br />> SUBTOTAL (LOCATION NO. 3) <br />0 <br />Z <br />Q) <br />E <br />LOCATION NO. 4 - MCHENRY AVE / <br />RIVER ROAD <br />En <br />v "R" 16+30.00 TO 16+35.00 Rt 15 <br />0 <br />"R" 16+61.38 TO 16+86.59 Rt <br />0 <br />SUBTOTAL (LOCATION NO. 4) 15 <br />0 <br />0 <br />Q <br />U <br />TOTAL 30 <br />U <br />co SURVEY I REVISION <br />N <br />o DATUM: <br />o <br />c0 <br />T <br />c <br />0 <br />O <br />v <br />c 0 <br />.5 2 <br />0-0 <br />0 E <br />0 <br />j'o FILE NO.: - <br />a 0 <br />242 <br />242 <br />1174 <br />12DD <br />12AA <br />12AA <br />12DD <br />135 <br />MISCELLANEOUS REMOVAL AND RELOCATION <br />REMOVE <br />REMOVE <br />REMOVE <br />RELOCATE <br />WOOD <br />CHAIN LINK <br />RETAINING <br />ENTRANCE <br />RELOCATE <br />STATION LIMITS <br />LOCATION <br />FENCE <br />FENCE <br />WALL <br />MONUMENT <br />MAILBOX <br />LF <br />LF <br />LF <br />EA <br />EA <br />LOCATION NO. 1 - MCHENRY <br />AVE <br />"M" 31 +62.07 TO 33+42.46 <br />Rt <br />185 <br />"M" 31 +25 <br />Rt <br />2 <br />SUBTOTAL (LOCATION NO. 1) <br />185 <br />2 <br />LOCATION NO. 2 - RIVER ROAD <br />"R" 12+21.18 TO 14+ 14.48 <br />Rt <br />196 <br />"R" 14+45.11 TO 16+02.75 <br />Rt <br />160 <br />"R" 16+02.75 TO 16+32.00 <br />Rt <br />30 <br />"R" 13+00.00 +/- <br />Rt <br />4 <br />SUBTOTAL (LOCATION NO. 2) <br />356 <br />30 <br />4 <br />LOCATION NO. 3 - MCHENRY <br />AVE <br />"M" 71 +78.66 TO 72+06.20 <br />Rt <br />101 <br />"M" 71 +78.66 TO 72+06.20 <br />Rt <br />80 <br />SUBTOTAL (LOCATION NO. 3) <br />101 <br />80 <br />TOTAL <br />642 <br />30 <br />80 <br />2 <br />4 <br />STATION LIMITS <br />LOCATION NO. 1 - MCHENRY AVE <br />150 "M" 29+38.18 TO 32+50.54 <br />"M" 29+38.18 TO 32+50.54 <br />SUBTOTAL (LOCATION NO. 1) <br />LOCATION NO. 2 - MCHENRY AVE <br />"M" 46+00.00 TO 70+ 10.62 <br />65 "M" 46+00.00 TO 70+ 10.62 <br />65 <br />LOCATION NO. 2 - RIVER ROAD <br />65 65 <br />"R" 10+20.19 TO 1 1 +50.00 <br />"R" 10+20.19 TO 11 +50.00 <br />"R" 1 1 +50.00 TO 16+30.00 <br />"R"21 +00.00 TO 30+36.54 <br />"R" 28+89.78 TO 30+36.54 <br />58 <br />SUBTOTAL (LOCATION NO. 2) <br />58 <br />65 150 65 58 <br />DESCRIPTION BY DATE SCALE PREPARED BY <br />HORIZONTAL: N/A DRAWN: F. DeMARCO <br />VERTICAL: N/A <br />DESIGNED: R. GIBSON <br />I I I I CHECKED: K. OAKS <br />INCHES <br />0 10 20 30 40 50 APPROVED: T. BARNARD <br />MILLIMETERS <br />ROADWAY EXCAVATION <br />VOLUME <br />LOCATION <br />STATION <br />LIMITS <br />CY <br />LOCATION NO. <br />3 <br />- MCHENRY AVE <br />Lt <br />94 <br />"M" 70+10.62 <br />TO <br />71+90.36 <br />Rt <br />311 <br />"M" 70+ 10.62 <br />TO <br />72+25.45 <br />"M" 72+82.92 <br />TO <br />74+54.57 <br />405 <br />"M" 72+61.04 <br />TO <br />74+54.57 <br />SUBTOTAL (LOCATION NO. 3) <br />Lt <br />745 <br />LOCATION NO. <br />4 <br />- MCHENRY AVE / <br />Rt <br />3241 <br />RIVER ROAD <br />"R" 21 +00.00 <br />TO <br />"M" 46+00.00 <br />3986 <br />"R" 16+30.00 <br />TO <br />17+27.39 <br />"R" 17+76.62 <br />TO <br />19+42.41 <br />Rt <br />23 <br />Lt <br />27 <br />SUBTOTAL (LOCATION NO. 4) <br />CENTER <br />1360 <br />Rt <br />896 <br />TOTAL <br />Lt <br />24 <br />6316 <br />DATE PQ uIN <br />A"_� la �' o <br />09-29-16 c0m ,� ? <br />09-29-16 TECHNICAL SERVICES, INC. V) <br />2020 L STREET, SUITE 300 �I <br />09-29-16 .. .'. <br />SACRAMENTO, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />l�FO Rv\ <br />FILE NO. <br />VOLUME <br />LOCATION <br />CY <br />Lt <br />27 <br />Rt <br />207 <br />Rt <br />184 <br />Lt <br />193 <br />611 <br />Rt <br />550 <br />Rt <br />165 <br />Rt <br />109 <br />824 <br />8156 <br />REMOVE BASE AND SURFACING <br />AREA <br />AR EA <br />STATION <br />LIMITS <br />LOCATION <br />SQFT <br />SQYD <br />1 LOCATION NO. <br />1 <br />1 - <br />MCHENRY AVE <br />"M" 29+38.18 <br />TO <br />32+50.54 <br />Lt <br />889 <br />99 <br />"M" 29+38.18 <br />TO <br />32+50.54 <br />Rt <br />901 <br />101 <br />SUBTOTAL (LOCATION NO. 1) <br />1790 <br />200 <br />LOCATION NO. <br />2 - <br />MCHENRY AVE <br />"M" 46+00.00 <br />TO <br />70+10.62 <br />Lt <br />12366 <br />1374 <br />"M" 46+00.00 <br />TO <br />70+ 10.62 <br />Rt <br />12852 <br />1428 <br />"M" 74+54.57 <br />TO <br />87+ 10.00 <br />Lt <br />4714 <br />524 <br />"M" 74+54.57 <br />TO <br />87+ 10.00 <br />Rt <br />6930 <br />770 <br />LOCATION NO. <br />2 - <br />RIVER ROAD <br />"R" 10+20.19 <br />TO <br />1 1 +50.00 <br />Rt <br />422 <br />47 <br />"R" 10+20.19 <br />TO <br />1 1 +50.00 <br />Lt <br />261 <br />29 <br />"R" 1 1 +50.00 <br />TO <br />16+30.00 <br />CENTER <br />15235 <br />1693 <br />"R"21 +00.00 TO 30+36.54 <br />Rt <br />6932 <br />771 <br />�"R"21+00.00 TO 30+36.54 <br />1 <br />Lt <br />940 <br />105 <br />SUBTOTAL (LOCATION NO. 2) <br />1 <br />60652 <br />6741 <br />LOCATION NO. <br />3 - <br />MCHENRY AVE <br />"M" 70+ 10.62 <br />TO <br />71 +80.13 <br />Lt <br />527 <br />59 <br />"M" 70+ 10.62 <br />TO <br />72+07.87 <br />Rt <br />1439 <br />163 <br />"M" 72+82.92 <br />TO <br />74+54.57 <br />Lt <br />891 <br />99 <br />"M" 72+73.36 <br />TO <br />74+54.57 <br />Rt <br />646 <br />72 <br />SUBTOTAL (LOCATION NO. 3) <br />3132 <br />349 <br />LOCATION NO. <br />4 - <br />MCHENRY AVE / <br />RIVER ROAD <br />"R" 16+80.53 <br />TO <br />"M" 46+00.00 <br />Lt <br />5230 <br />582 <br />"R" 21 +00.00 <br />TO <br />"M" 46+00.00 <br />Rt <br />2112 <br />235 <br />"R" 16+30.00 <br />TO <br />21 +00.00 <br />Rt <br />3912 <br />435 <br />SUBTOTAL (LOCATION NO. 4) <br />11254 <br />1252 <br />TOTAL <br />77199 <br />8584 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />SUMMARY OF QUANTITIES <br />DRAWING <br />QRp Is <br />�, . •.,.Fyc Q _ 2 <br />RASHO J. GIBSON •� ti, OF <br />I : No. C70999 <br />,* .,Exp. 06-30-17 •; 0-10 <br />•••.c I V 1\. 0••• SHEET <br />• <br />fglF of CAL\F��9 6 OF 176 <br />(REVISED) <br />