Laserfiche WebLink
00 <br />N <br />N <br />o DATUM <br />to <br />c <br />0 <br />U <br />STATION LIMITS <br />LOCATION NO. 1 - MCHENRY AVE <br />"M" <br />29+38.18 TO <br />32+50.54 <br />"M" <br />29+38.18 TO <br />32+50.54 <br />"M" <br />31 +30 +/- <br />"M" <br />29+38.18 TO <br />29+88.18 <br />"M" <br />29+88.18 TO <br />32+50.54 <br />"M" <br />31 +50 +/- <br />SUBTOTAL (LOCATION NO. <br />LOCATION NO. 2 - MCHENRY AVE <br />"M" <br />46+00.00 <br />TO <br />70+ 10.62 <br />"M" <br />46+00.00 <br />TO <br />70+10.62 <br />"M" <br />46+00.00 <br />TO <br />70+ 10.62 <br />"M" <br />46+00.00 <br />TO <br />70+ 10.62 <br />"M" <br />46+00.00 <br />TO <br />70+ 10.62 <br />"M" <br />74+54.57 <br />TO <br />87+ 10.00 <br />"M" <br />74+54.57 <br />TO <br />87+ 10.00 <br />"M" <br />74+54.57 <br />TO <br />87+ 10.00 <br />"M" <br />86+60.00 <br />TO <br />87+10.00 <br />LOCATION NO. <br />2 <br />- RIVER ROAD <br />"R" <br />5+85.42 TO <br />6+35.42 <br />"R" <br />6+35.42 TO <br />11 +50.00 <br />"R" <br />10+20.19 <br />TO <br />1 1 +50.00 <br />"R" <br />10+20.19 <br />TO <br />1 1 +50.00 <br />"R" <br />11 +50.00 <br />TO <br />16+30.00 <br />"R" <br />21 +00.00 <br />TO <br />29+86.54 <br />"R" <br />21 +00.00 <br />TO <br />30+36.54 <br />"R" <br />28+89.78 <br />TO <br />30+36.54 <br />"R" <br />29+86.54 <br />TO <br />30+36.54 <br />SUBTOTAL (LOCATION NO. 2) <br />SURVEY <br />ROADWAY ITEMS <br />HMA HMA <br />LOCATION AB CL2 (TYPE A) PLANNEDAC OVERSIDE <br />DRAIN <br />CY TON SQFT EA <br />Lt <br />Rt <br />Rt <br />CENTER <br />CENTER <br />Rt <br />Rt <br />Lt <br />Rt <br />Lt <br />CENTER <br />Lt <br />Rt <br />CENTER <br />CENTER <br />CENTER <br />CENTER <br />Rt <br />Lt <br />CENTER <br />Rt <br />Lt <br />Rt <br />CENTER <br />REVISION <br />STATION LIMITS <br />LOCATION NO. 3 - MCHENRY AVE <br />ROADWAY ITEMS (CONT.) <br />HMA HMA <br />LOCATION AB CL2 (TYPE A) PLANNEDAC OVERSIDE <br />DRAIN <br />CY TON SQFT EA <br />"M" 70+ 10.62 TO 74+54.57 <br />Lt <br />133 <br />238.4 <br />61 <br />99.7 <br />"M" 70+ 10.62 TO 74+54.57 <br />Rt <br />421 <br />564.3 <br />236 <br />384.4 <br />"M" 70+ 10.62 TO 72+ 10.62 <br />CENTER <br />49.2 <br />2200 <br />3.6 <br />319 <br />"M" 72+54.57 TO 74+54.57 <br />CENTER <br />98.4 <br />4401 <br />12.3 <br />"M" 73+00.00 <br />Lt <br />6.4 <br />572 <br />86.1 <br />6659 <br />1 SUBTOTAL (LOCATION NO. 3) <br />554 <br />956.7 <br />7173 <br />297 <br />586.1 <br />6978 <br />1 LOCATION NO. 4 - MCHENRY AVE / <br />RIVER ROAD <br />"R" 21 +00.00 TO "M" 46+00.00 <br />Rt <br />304 <br />495.3 <br />"R" 16+30.00 TO 17+27.39 <br />Rt <br />91 <br />148.5 <br />1789 <br />2931.4 <br />"R" 17+76.62 TO 19+42.41 <br />Rt <br />60 <br />97.5 <br />411 <br />703.4 <br />PIMP' LINE / "RP' LINE INTERSECTION <br />CENTER <br />929.5 <br />24953 <br />2247.6 <br />"R" 17+34.75 <br />1 <br />155.0 <br />"R" 19+26.45 <br />1 <br />54117 <br />"R" 19+27.37 <br />1 <br />284 <br />550.1 <br />SUBTOTAL (LOCATION NO. 4) <br />455 <br />1670.8 <br />24953 3 <br />572 <br />933.8 <br />592.8 <br />26520 <br />TOTAL <br />5658 <br />14333.51 <br />162368 4 <br />12.3 <br />1101 <br />19.0 <br />1700 <br />411.6 <br />18416 <br />13 <br />20.5 <br />15 <br />23.7 <br />751 <br />1226.0 <br />450.0 <br />20133 <br />494 <br />807.1 <br />14 <br />21.3 <br />14.3 <br />1277 <br />4352 <br />11119.9 <br />123264 <br />DESCRIPTION BY DATE SCALE PREPARED BY <br />HORIZONTAL: N/A DRAWN: F. DeMARCO <br />VERTICAL: N/A <br />DESIGNED. R. GIBBON <br />0 1 2 <br />I I I 1 CHECKED: K. OAKS <br />INCHES <br />0 10 20 30 40 50 APPROVED: T. BARNARD <br />I <br />MILLIMETERS <br />DATE <br />09-29-16 <br />09-29-16 <br />Q� <br />TECHNICAL SERVICES, INC. N: <br />09-29-16 <br />2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />FILE NO. <br />STATION LIMITS <br />LOCATION NO. 1 - MCHENRY AVE <br />"M" <br />29+38.15 <br />TO <br />31 +42.21 <br />"M" <br />31 +59.48 <br />TO <br />31 +62.57 <br />"M" <br />31 +62.57 <br />TO <br />32+06.79 <br />"M" <br />32+06.79 <br />TO <br />32+31.79 <br />"M" <br />29+38.15 <br />TO <br />31 +50.45 <br />"M" <br />31 +50.45 <br />TO <br />32+06.79 <br />"M" <br />32+06.79 <br />TO <br />32+31.79 <br />SUBTOTAL (LOCATION NO. 1) <br />LOCATION <br />NO. <br />2 - <br />RIVER ROAD <br />"R" <br />14+16.71 <br />TO <br />16+30.00 <br />"R" <br />21 +00.00 <br />TO <br />21 +87.00 <br />"R" <br />21 +00.00 <br />TO <br />21 +75.42 <br />"R" <br />22+00.00 <br />TO <br />23+ 12.00 <br />"R" <br />23+25.00 <br />TO <br />24+37.00 <br />"R" <br />24+50.00 <br />TO <br />25+62.00 <br />"R" <br />25+75.00 <br />TO <br />26+87.00 <br />"R" <br />27+00.00 <br />TO <br />30+36.54 <br />SUBTOTAL (LOCATION NO. 2) <br />LOCATION <br />NO. <br />4 - <br />MCHENRY AVE / <br />RIVER ROAD <br />"R" <br />16+56.00 <br />TO <br />17+00 <br />"R" <br />16+30.00 <br />TO <br />"M" 45+04.31 <br />"R" <br />16+81.38 <br />TO <br />17+02.21 <br />"R" <br />18+25.15 <br />TO <br />20+61.92 <br />"R" <br />20+74.93 <br />TO <br />21 +00.00 <br />"R" <br />21 +00.00 <br />TO <br />"M" 45+76.13 <br />SUBTOTAL (LOCATION NO. 4) <br />TOTAL <br />LOCATION <br />Rt <br />Rt <br />Rt <br />Rt <br />Lt <br />Lt <br />Lt <br />Lt <br />Rt <br />Lt <br />Rt <br />Rt <br />Rt <br />Rt <br />Rt <br />Rt <br />LT <br />Rt <br />Rt <br />Rt <br />Rt <br />PLACE HMA DIKE <br />HMA DIKE HMA DIKE <br />(TYPE A) (TYPE C) <br />LF TON LF TON <br />HMA DIKE <br />(TYPE E) <br />LF TON <br />HMA DIKE <br />(TYPE F) <br />LF TON <br />280 <br />7.4 <br />89 <br />2.4 <br />29 0.3 <br />25 <br />0.4 <br />213 <br />2.9 <br />57 0.5 <br />25 <br />0.4 <br />86 0.8 <br />369 <br />9.8 <br />263 <br />3.7 <br />212 <br />5.6 <br />87 <br />2.3 <br />76 <br />2.0 <br />112 <br />3.0 <br />112 <br />3.0 <br />112 <br />3.0 <br />112 <br />3.0 <br />335 <br />8.8 <br />1 158 <br />30.7 <br />44 1.2 <br />176 <br />4.7 <br />44 <br />0.6 <br />138 <br />3.7 <br />25 <br />0.7 <br />186 <br />4.9 <br />44 1.2 <br />525 <br />14.0 <br />44 <br />0.6 <br />44 1.2 0.8 <br />2052 <br />54.5 <br />307 <br />4.3 <br />P p . N c SAN JOAQUIN COUNTY PUBLIC WORKS <br />:-AMcHENRY <br />SUMMARY OF QUANTITIES <br />DRAWING <br />QRp• ESS/ <br />•••• <br />•' Q -1 <br />RASHO J. GIBSON *0. OF <br />No. C70999 <br />1 Exp. 06-30-17 i Q- 1 0 <br />7� •'•. CIV\L 7� SHEET <br />sglF Of CAl1F��95 OF 176 <br />(REVISED) <br />