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M590 - M778
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M590 - M778
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Entry Properties
Last modified
5/13/2025 9:36:09 AM
Creation date
4/25/2025 9:47:25 AM
Metadata
Fields
Template:
Large Plans - LP
Project
McHenry Avenue Corridor Improvements
Limits
1487' South of River Road to 190' South of Jones Avenue
Year
2016
Project Engineer
R. Gibson
Roads Worked
McHenry Ave.
Red Lines
Yes
Federal #
STPL-5929(196), BRLS-5929(166), BRLS-5929(167), CML-5929(247)
Supplemental fields
Classification
As-Builts
Cross Ref
M558 - M778
Type
Corridor Improvements
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SHEET <br />S ,ATION <br />"M" <br />31 +60 - 37+70 <br />"M" <br />37+81.26 - <br />43+43.39 <br />"M" <br />37+81.26 - <br />43+43.39 <br />"'M" <br />29+96.37 - <br />43+16.68 <br />SS-1 <br />"M" <br />43+63.40 <br />"M" <br />47+74.96 - <br />50+22.36 <br />"M" <br />47+74,96 - <br />50+22.36 <br />"M" <br />47+26.24 - <br />48+76.35 <br />"M" <br />52+45.4 <br />SS-2 <br />"M" <br />57+40.32 <br />"M" <br />66+62.40 <br />"M" <br />75+31.27 <br />SS-3 <br />°'M" <br />80+24.61 <br />"R "" <br />14+ 13.53 - <br />16+30.00 <br />SS-4 <br />", �" <br />R <br />22+14.10 <br />"M" <br />73+00 +/- <br />MEYERS AVE <br />SS-3 <br />"M" <br />73+00-/- <br />MEYERS AVE <br />"M" <br />73+00/- <br />MEYERS AVE <br />"R" <br />17+ 12.08 <br />"R" <br />17+20.33 <br />"R" <br />17+40.00 <br />SS-1 <br />"R" <br />18+75.97 <br />"R" <br />18+76.51 <br />"R" <br />18+95.95 -- <br />20+48.36 <br />"R"" <br />18+94.89 <br />"M" <br />45+ 10.06 <br />"M" <br />45+ 10.06 <br />SS-5 <br />"M" <br />45+28.41 <br />"M" <br />45+28.41 <br />"M" <br />45+76.13 <br />STAGE <br />SHEET <br />STATI O N <br />1 A <br />WPC-1 <br />"S i AR" 15+50 <br />o <br />WPC-4 <br />"S2AR" 19+20 <br />18 <br />"M" 72+60 <br />N <br />WPC-5 <br />" " <br />M 73+70 <br />0 <br />WPC-8 <br />"1901" 32+50 <br />" <br />"M" 71 +20 <br />2A <br />WPC-10 <br />"M" 72+60 <br />WPC--11 <br />"S2AR" 17+20 <br />2B <br />WPC-12 <br />"S2AR" 17+00 <br />CY <br />TOTAL <br />C:SURVEY <br />c°> DATUM: <br />C <br />o- <br />3 <br />c <br />�3 <br />W <br />1 FILE No. <br />THERMOPLASTIC PAVEMENT MARKING <br />LOCATION NO. 1 <br />MARKING <br />EA <br />SOFT <br />12" White Diagonal Line <br />9 <br />367 <br />Type <br />IV (L) Arrow <br />3 <br />45 <br />Type <br />VII (R) Arrow <br />3 <br />81 <br />Type <br />VI Arrow <br />3 <br />126 <br />Limit <br />Line <br />1 <br />36 <br />Type <br />IV (L) Arrow <br />2 <br />Type <br />VII (R) Arrow <br />2 <br />Type <br />VI Arrow <br />2 <br />Type <br />IV (L) Arrow <br />2 <br />Type <br />IV (L) Arrow <br />2 <br />Type <br />IV (L) Arrow <br />2 <br />Type <br />IV (L) Arrow <br />2 <br />Type <br />IV (L) Arrow <br />2 <br />Type <br />IV (R) Arrow <br />2 <br />Type <br />IV (L) Arrow <br />1 <br />12" White Limit Line <br />1 <br />STOP <br />1 <br />Railroad Crossing <br />1 <br />Type <br />IV (R) Arrow <br />1 <br />Type <br />IV (L) Arrow <br />1 <br />Limit <br />Line <br />1 <br />Limit <br />Line <br />1 <br />Limit <br />Line <br />1 <br />Type <br />IV (L) Arrow <br />2 <br />Type <br />IV (R) Arrow <br />1 <br />Limit <br />Line <br />1 <br />12" White Limit Line <br />1 <br />Type <br />IV (L) Arrow <br />1 <br />Type <br />VII (R) Arrow <br />1 <br />Type <br />VI Arrow <br />1 <br />Total <br />655 <br />TEMPORARY CONCRETE WASHOUT <br />LOCATION NO. 1 LOCATION NO. 2 LOCATION NO. 3 <br />EA EA EA <br />1 <br />REVISION <br />4 <br />LOCATION NO. 2 <br />SOFT <br />30 <br />54 <br />84 <br />30 <br />30 <br />30 <br />30 <br />30 <br />30 <br />15 <br />363 <br />LOCATION NO. 4 <br />EA <br />E <br />1 <br />1 <br />3 <br />LOCATION NO. 3 <br />SOFT <br />39 <br />22 <br />70 <br />131 <br />STAGE <br />1A <br />2A <br />LOCATION NO. 4 <br />SOFT <br />15 <br />15 <br />24 <br />24 <br />18 <br />30 <br />15 <br />36 <br />36 <br />15 <br />15 <br />15 <br />258 <br />APPROXIMATE STATION <br />"M" <br />31 +60 - 37+70 <br />"M" <br />37+81.26 - <br />43+43.39 <br />"M" <br />37+81.26 - <br />43+43,39 <br />"M" <br />29+96.37 - <br />43+16.68 <br />"M" <br />43+63.40 <br />"M" <br />47+74.96 - <br />50+22.36 <br />"M" <br />47+74.96 - <br />50+22.36 <br />"M" <br />47+26.24 - <br />48+76.35 <br />"M" <br />52+45.4 <br />"M" <br />57+40.32 <br />"M" <br />66+62.40 <br />"M" <br />75+31.27 <br />"M" <br />80+24.61 <br />"R" <br />14+ 13.53 - <br />16+30.00 <br />"R" <br />22+ 14.10 <br />"M" <br />73+00 +/- <br />MEYERS AVE <br />"M" <br />73+00 +f - <br />MEYERS AVE <br />"M" <br />73+00 +/- <br />MEYERS AVE <br />"R" <br />17+ 12.08 <br />"R" <br />17+20.33 <br />"R" <br />17+40.00 <br />"R" <br />18+75.97 <br />"R" <br />18+76.51 <br />"R" <br />18+95.95 -- <br />20+48.36 <br />"R" <br />18+94.89 <br />"Y" <br />45+ 10.06 <br />"Mn <br />45+10.06 <br />V <br />45+28.41 <br />" Y" <br />45+28.41 <br />"M" <br />45+76.13 <br />REMOVE THERMOPLASTIC PAVEMENT MARKING <br />LOCATION NO. 1 <br />LOCATION NO. 2 <br />MARKING <br />EA <br />SOFT <br />SOFT <br />12" White Diagonal Line <br />9 <br />367 <br />Type IV (L) Arrow <br />3 <br />45 <br />Type VII (R) Arrow <br />3 <br />81 <br />Type VI Arrow <br />3 <br />126 <br />Limit Line <br />1 <br />36 <br />Type IV (L) Arrow <br />2 <br />30 <br />Type VII (R) Arrow <br />2 <br />54 <br />Type VI Arrow <br />2 <br />84 <br />Type IV (L) Arrow <br />2 <br />30 <br />Type IV (L) Arrow <br />2 <br />30 <br />Type IV (L) Arrow <br />2 <br />30 <br />Type IV (L) Arrow <br />2 <br />30 <br />Type IV (L) Arrow <br />2 <br />30 <br />Type IV (R) Arrow <br />2 <br />30 <br />Type IV (L) Arrow <br />1 <br />15 <br />12" White Limit Line <br />1 <br />STOP <br />1 <br />Railroad Crossing <br />1 <br />Type IV (R) Arrow <br />1 <br />Type IV (L) Arrow <br />1 <br />Limit Line <br />1 <br />Limit Line <br />1 <br />Limit Line <br />1 <br />Type IV (L) Arrow <br />2 <br />Type IV (R) Arrow <br />1 <br />Limit Line <br />1 <br />12" White Limit Line <br />1 <br />Type IV (L) Arrow <br />1 <br />Type VII (R) Arrow <br />1 <br />Type VI Arrow <br />1 <br />655 <br />TEMPORARY CONSTRUCTION ENTRANCE <br />LOCATION NO. 1 LOCATION NO. 2 LOCATION NO. 3 LOCATION NO. 4 <br />SHEET APPROXIMATE STATION <br />EA EA EA EA <br />"S 1 AR" 14+50 1 <br />WPC-1 "S1AR" 31+00 1 <br />"M" 46+50 1 <br />WPC-4 "S1 BR" 19+00 1 <br />WPC-5 "M" 65+00 1 <br />"M" 78+00 1 <br />wl=c-s "M" M 88+00 1 <br />WPC-7 "S1 BR" 31 +50 1 <br />WPC-10 "M" 87+20 1 <br />TOTAL 8 1 <br />363 <br />DESCRIPTION BY DATE SCALE PREPARED BY DATE <br />� Q.�.i.N SAN JOAQUIN COUNTY PUBLIC KS <br />HORIZONTAL N/A F D MARCO no_ 29-1 A A ®G <br />DRAWN: <br />VERTICAL: N/A Q -+ <br />DESIGNED: R. GIBSON 09--29-16 TECHNICAL SERVICES INC. McHENRY <br />p I 1i I I K. OAKS 09-29-16 2020 L STREET, SUITE 300 <br />INCHES CHECKED: SACRAMENTO, CA 95811 SUMMARY <br />! nn ��{ p /� p t <br />Q 10 x x 4Q 50 T. BARNARD 09-29-16 T916.414.5800 F916.414,1557 SUIVIIr,/IARY OF QUANTITIES <br />APPROVED: �q' • . , ' ��' <br />C I `` <br />MILLIMETEIRs <br />LOCATION NO. 3 <br />SQFT <br />39 <br />22 <br />70 <br />131 <br />LOCATION NO. 4 <br />SOFT <br />15 <br />15 <br />24 <br />24 <br />18 <br />30 <br />15 <br />36 <br />36 <br />15 <br />15 <br />15 <br />258 <br />McHenry Ave Corridor ImprovsnW* ProJaat <br />Date Accepted <br />AS -BUILT <br />Resident Engineer - Mwricio Rivera, P.E. <br />RwlMons By June d, 2021 <br />DRAWING <br />�• •'•:��c� <br />0-7 <br />. <br />WHO J. GIBBON �• <br />OF <br />No. C70999 <br />•„ Exp. 06-30-1 7 <br />•`••.C�v�� <br />Q_10 <br />.•••• <br />SHEET <br />101OF176 <br />FILE NO. <br />
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