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0 <br />E <br />Q <br />00 <br />r <br />V <br />Ln <br />r <br />0 <br />r <br />c <br />U <br />c <br />Z <br />°o <br />STATION LIMITS <br />LOCATION NO. 1 - MCI"4°:NRY AVE <br />"M" <br />29+38.18 <br />TO <br />32+50.54 <br />"M" <br />29+38.18 <br />TO <br />32+50.54 <br />"M" <br />31 +30 +/- <br />"M" <br />29+38.18 <br />TO <br />29+88.18 <br />"M" <br />29+88.18 <br />TO <br />32+50.54 <br />"M" <br />31 +50 +/_ <br />SUBTOTAL (LOCATION NO 1) <br />LOCATION NO. <br />2 <br />- 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 6+35.42 <br />"R" <br />6+35.42 TO <br />11 +50.00 <br />"R" <br />10+20.19 <br />TO <br />11 +50.00 <br />"R" <br />10+20.19 <br />TO <br />11 +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 <br />NO. 2) <br />LOCATION NO. <br />3 <br />- MCHENRY AVE <br />"M" <br />70+ 10.62 <br />TO <br />74+54.57 <br />"M" <br />70+ 10.62 <br />TO <br />74+54.57 <br />"M" <br />70+ 10.62 <br />TO <br />72+ 10.62 <br />"M" <br />72+54.57 <br />TO <br />74+54.57 <br />"M" <br />73+00.00 <br />SUBTOTAL (LOCATION NC''. 3) <br />SURVEY <br />ROADWAY ITEMS ROADWAY ITEMS PLACE HMA DIKE <br />- - HMA - - HMA COLD HMA HMA DI HMA p DI HMYDI EE <br />HMA <br />AB CL2 COLD OVERSIDE AB CL2 (TYPE A) PLANE AC OVERSIDE STATION LIMITS LOCATION ('P E ) ( ) (p- ) <br />LOCATION (TYPE A ) PLANE AC DRAIN STATION LIMITS LOCATION DRAIN <br />LF TON LF TON LF TON <br />CY TON SQFT EA CY TON SQFT EA <br />LOCATION NO. 4 - MCHENRY AVE / <br />LOCATION NO. <br />1 - <br />MCHENRY AVE <br />RIVER ROAD <br />"M" 29+38.15 <br />TO <br />31 +42.21 <br />Rt <br />Lt <br />61 <br />99.7 <br />"R" 21 +00.00 TO "M" 46+00.00 <br />Rt <br />304 <br />495.3 <br />- <br />"M" 31 +59.48 <br />TO <br />31 +62.57 <br />Rt <br />Rt <br />236 <br />384.4 <br />"R" 16+30.00 TO 17+27.39 <br />Rt <br />91 <br />148.5 <br />"M" 31 +62.57 <br />TO <br />32+06.79 <br />Rt <br />29 0.3 <br />Rt <br />3.6 <br />319 <br />"R" 17+76.62 TO 19+42.41 <br />Rt <br />60 <br />97.5 <br />"M" 32+06.79 <br />TO <br />32+31.79 <br />Rt <br />CENTER <br />12.3 <br />"M" LINE / "R" LINE INTERSECTION <br />CENTER <br />929.5 <br />24953 <br />"M" 29+38.15 <br />TO <br />31+50.45 <br />Lt <br />CENTER <br />86.1 <br />6659 <br />"R" 17+34.75 <br />1 <br />"M" 31 +50.45 <br />TO <br />32+06.79 <br />Lt <br />57 I 0.5 <br />Rt <br />1 "R" 19+26.45 <br />1 <br />"M" 32+06.79 <br />TO <br />32+31.79 <br />Lt <br />"R" 19+27.37 <br />1 <br />297 <br />586.1 <br />6978 <br />1 <br />SUBTOTAL (LOCATION NO. 1) <br />86 1 <br />SUBTOTAL (LOCATION NO. 4) <br />455 <br />1670.8 <br />24953 <br />3 <br />LOCATION NO. <br />2 - <br />RIVER ROAD <br />I <br />TOTAL <br />5400 <br />13901.7 <br />162368 <br />4 <br />MISCELLANEOUS <br />ITEMS <br />"R" 14+16.71 <br />TO <br />16+30.00 <br />Lt <br />Rt <br />178$ <br />2921 8 <br />CONCRETE <br />"R" 21 +00.00 <br />TO <br />21 +87.00 <br />Rt <br />Lt <br />411 <br />671.4 <br />CHAIN LINK <br />FENCE <br />WOOD FENCE <br />RETAINING <br />WALL <br />"R"" 21 +00.00 <br />TO <br />21 +75.42 <br />Lt <br />Rt <br />2247.E <br />STATION LIMITS <br />LOCATION <br />(•T.YPERS® MOD) <br />"R'" 22+00.00 <br />TO <br />23+12,00 <br />Rt <br />Lt <br />155.0 <br />LF <br />EA <br />LF <br />LF <br />"' R" 23+25.00 <br />TO <br />24+37.00 <br />Rt <br />CENTER <br />54117 <br />"R" 24+50.00 <br />TO <br />25+62.00 <br />Rt <br />LOCATION N0. 2 -RIVER ROAD <br />"R" 25+75.00 <br />TO <br />26+87.00 <br />Rt <br />Lt <br />232 <br />378.9 <br />"R" 27+00.00 <br />TO <br />30+36.54 <br />Rt <br />Rt <br />572 <br />933.8 <br />"R" 15+96.00 TO 16+10.53 <br />Rt <br />15 <br />j <br />CENTER <br />592.8 <br />26520 <br />1 <br />SUBTOTAL (LOCATION NO. 2) <br />CENTER <br />12.3 <br />1101 <br />SUBTOTAL ( LOCATION NO. 2) <br />15 <br />LOCATION NO. <br />4 <br />- MCHENRY AVE <br />/ <br />LOCATION NO. 3 - MCHENRY AVE <br />RIVER ROAD <br />CENTER <br />19.0 <br />1700 <br />"M" 71 +30.92 TO 72+03.10 <br />Rt <br />65 <br />"R" 16+56.00 <br />TO <br />17+00 <br />Rt <br />44 1.2 <br />CENTER <br />411.6 <br />18416 <br />"M" 71 +30.92 TO 72+03.10 <br />Rt <br />65 <br />"R" 16+30.00 <br />TO <br />"M" 45+04.31 <br />LT <br />Rt <br />13 <br />20.5 <br />"R" 16+81.38 <br />TO <br />17+02.21 <br />Rt <br />Lt <br />15 <br />23.7 <br />SUBTOTAL (LOCATION NC. 3) <br />250 <br />250 <br />"R" 18+25.15 <br />TO <br />20+61.92 <br />Rt <br />CENTER <br />751 <br />1226.0 <br />"R" 20+74.93 <br />TO <br />21 +00.00 <br />Rt <br />Rt <br />450.0 <br />20133 <br />LOCATION NO. 4 - MCHENRY AVE / <br />"R" 21 +00.00 <br />TO <br />"M" 45+76.13 <br />Rt <br />Lt <br />494 <br />807.1 <br />RIVER ROAD <br />Rt <br />14 <br />21.3 <br />SUBTOTAL (LOCATION <br />NO. 4) <br />44 1.2 <br />CENTER <br />14.3 <br />1277 <br />"R" 16+30.00 TO 16+35.00 <br />Rt <br />15 <br />"R" 16+61.38 TO 16+86.59 <br />Rt <br />58 <br />TOTAL <br />44 1.2 <br />4290 <br />10907.1 <br />123264 <br />SUBTOTAL (LOCATION NO. 4) <br />15 <br />58 <br />TOTAL <br />30 <br />250 <br />250 <br />58 <br />Lt <br />133 <br />216.2 <br />Rt <br />225 <br />367.5 <br />CENTER <br />49.2 <br />2200 <br />CENTER <br />98.4 <br />4401 <br />Lt <br />6.4 <br />572 <br />358 <br />737.7 <br />7173 <br />REVISION <br />DESCRIPTION BY <br />DATE SCALE PREPARED BY <br />DATE <br />a u N <br />P. <br />SAN <br />JOAQUIN <br />COUNTY PUBLIC WORKS <br />280 7.4 <br />89 2.4 <br />HMA DIKE <br />(TYPE F) <br />LF TON <br />25 0.4 <br />213 2.9 <br />25 0.4 <br />I <br />369 9.8 263 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 />1158 30.7 <br />176 <br />4.7 <br />44 0.6 <br />138 <br />3.7 <br />25 <br />0.7 <br />186 <br />4.9 <br />525 <br />14.0 44 0.6 <br />2052 <br />54.5 307 4.3 <br />Md*m AV* Co ftW Impr&mmW t W*d <br />Do* Accepbd <br />AS -BUILT <br />Rat Enonew - Mwuido Rivera, P.E. <br />RovNiom By June d. 2021 <br />HORIZONTAL: N/A F. DeMARCO 09-29- 16:_ 1G <br />..W, E CORRIDOR IMPROVEMENTS <br />VERTICAL: N! A DRAWN: � ••2 <br />AV - <br />DESIGNED: R. GIBSON 09-29-1 6 TECHNICAL SERVICES" INC. `": r 1 M <br />I I ,I CHECKED: K. OAKS 09-29-16 2020 L STREET, SUITE 300 <br />INCHES SACRAMENTO, CA 95811 ., �.`. S U M MA RY OF QUANTITIES <br />0 1I Z X � APPROVED: T. BARNARD 09-29-- i 6 T 916.414.5800 F 916.414.1557 <br />- - MILLIMET <br />FILE NO. <br />ti <br />DRAWING <br />pRG SS/ <br />J RASHO J. GIBSON. % � <br />OF <br />No. C70999 <br />*:� Exp. 46-30-17 � <br />`�••,civ1L.••'• <br />Q-1 a <br />�r9lf <br />SHEET <br />OFF• <br />• <br />95 OF 176 <br />r <br />