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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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E <br />a <br />s <br />N <br />Ln <br />O <br />�i <br />E <br />F= <br />__ <br />V) <br />0 <br />00 <br />go <br />N <br />S <br />m <br />A <br />0 DATUM <br />c <br />Q <br />0 <br />SEE SHEET Q-8 FOR CONTINUATION OF TEMPORARY TRAFFIC STRIPE QUANTITIES <br />TEMPORARY TRAFFIC STRIPE <br />LOCATION <br />NO. 1 <br />LOCATION NO. <br />2 <br />LOCATION <br />NO. 3 <br />LOCATION NO. <br />4 <br />STRIPE <br />TEMPORARY <br />TRAFFIC STRIPE <br />TEMPORARY <br />TEMPORARY <br />TRAFFIC STRIPE <br />i <br />(PAINT) <br />TEMPORARY <br />TEMPORARY <br />TRAFFIC STRIPE <br />TEMPORARY <br />PAVEMENT <br />TEMPORARY <br />TRAFFIC STRIPE (PAINT) <br />TEMPORARY <br />PAVEMENT MARKER <br />STAGE <br />SHEET <br />STATION <br />(PAINT) <br />PAVEMENT MARKER <br />PAVEMENT MARKER <br />(PAINT) <br />MARKER <br />DETAIL <br />4" <br />YELLOW 4" WHITE <br />D H <br />4" YELLOW <br />4" WHITE <br />8" WHITE <br />D i <br />H <br />_ _ <br />4" <br />YELLOW 4" <br />WHITE <br />D <br />4" YELLOW <br />4" WHITE <br />8" WHITE <br />D H <br />LF <br />EA <br />LF <br />EA <br />LF <br />EA <br />LF <br />EA <br />- <br />"M" 28+35.15 - <br />43+98.79 <br />_ <br />22 <br />1567 <br />134 <br />SC-8 <br />"M" 43+98.79 - <br />44+22.14 <br />22 <br />24 <br />4 <br />"M" 45+12.18 - <br />46+56.44 <br />38 <br />145 <br />8 <br />"M" 28+35.15 - <br />43+98.88 <br />278 <br />1566 <br />"M" 43+98.88 - <br />"S2AR" 16+51.02 <br />27B <br />170 <br />SC-8,11 <br />"M" 28+35.15 - <br />43+98.71 <br />27B <br />1567 <br />"M" 43+98.71 - <br />"S2AR" 21 +00.00 <br />27B <br />308 <br />"S2AR" 21 +00.00 <br />- "S2AR" 22+31.28 <br />27B <br />132 <br />SC-8 <br />"M" 45+12.18 - <br />46+00.00 <br />22 <br />98 <br />12 <br />SC-8,9 <br />"M" 46+00.00 - <br />70+10.62 <br />22 <br />2411 <br />204 <br />SC-9,10 <br />"M" 70+10.62 - <br />74+54.57 <br />22 <br />446 <br />40 <br />"M" 74+54.57 - <br />88+22.20 <br />22 <br />1369 <br />118 <br />"M" 73+06.24 - <br />72+95.13 <br />27B <br />97 <br />SC-10 <br />"M" 73+31.61 - <br />72+95.13 <br />22 <br />101 <br />12 <br />"M" 72+95.13 - <br />74+54.57 <br />27B <br />214 <br />"M" 74+54.57 - <br />88+32.09 <br />27B <br />1379 <br />"S2AR" 9+75.39 <br />- 11 +43.92 <br />27B <br />168 <br />"S2AR" 9+75.39 <br />- 16+30.00 <br />22 <br />655 <br />58 <br />"S2AR" 16+30.00 <br />- 17+61.03 <br />22 <br />130 <br />14 <br />SC-11 <br />"S2AR" 18+60.91 <br />- 21 +00.00 <br />22 <br />239 <br />22 <br />"S2AR" 18+60.91 <br />- 22+31.28 <br />22 <br />479 <br />42 <br />"S2AR" 9+75.39 <br />- "S2AR" 16+30.00 <br />27B <br />r <br />650 <br />"S2AR" 16+30.00 <br />- "M" 46+00.00 <br />27B <br />2413 <br />SC-8,9 <br />"M" 46+00.00 - <br />"M" 70+10.62 <br />27B <br />309 <br />SC-10 <br />"S2AR" 70+ 10.62 <br />- "M" 72+ 10.62 <br />27B <br />202 <br />"S2AR" 21 +00.00 <br />- "S2AR" 22+31.28 <br />27B <br />128 <br />313 <br />SC-11 <br />"S2AR" 21+00.00 <br />- "M" 46+00.00 <br />27B <br />- SC-8,9 <br />"M" 46+00.00 - <br />"M" 70+10.62 <br />27B <br />2412 <br />"M" 70+10.62 - <br />74+54.57 <br />27B <br />446 <br />SC-10 <br />"M" 74+54.57 - <br />88+16.52 <br />27B <br />1363 <br />"S213R" 9+60.46 <br />- 16+30.00 <br />22 <br />670 <br />58 <br />"S2BR" 9+60.46 <br />- 17+71.88 <br />22 <br />- <br />143 <br />14 <br />"S2BR" 9+60.46 <br />- 16+30.00 <br />27B <br />668 <br />2B <br />SC-12 <br />"S26R" 16+30.00 <br />- "M" 44+00.95 <br />27B <br />218 <br />"S2BR" 15+60.09 <br />- 16+30.00 <br />27B <br />70 <br />"S2BR" 16+30.00 <br />- "M" 45+06.70 <br />27B <br />230 <br />"S2BR" 9+60.46 <br />- 11 +48.65 <br />27B <br />188 <br />TOTAL <br />2245 3854 <br />138 8 <br />17799 <br />19519 <br />86 <br />1474 <br />30 <br />1436 <br />4066 <br />132 <br />1906 <br />2091 <br />219 <br />104 31 <br />TEMPORARY PAVEMENT MARKING <br />TEMPORARY PAVEMENT MARKING (CONT.) <br />LOCATION <br />NO. 1 LOCATION NO. <br />2 LOCATION NO. 3 <br />LOCATION <br />NO. 4 <br />LOCATION NO. 1 <br />LOCATION NO. <br />2 LOCATION NO. 3 <br />LOCATION NO. 4 <br />STAGE <br />SHEET STATION <br />MARKING EA <br />SQFT <br />SQFT <br />SQFT <br />SQFT <br />STAGE <br />SHEET <br />STATION <br />MARKING <br />EA <br />SQFT <br />SQFT <br />SQFT <br />SQFT <br />"S 1 BR" <br />17+00 Type <br />VII (L) Arrow 1 <br />27 <br />"M" 44+ 10 <br />Type <br />VIII Arrow <br />1 <br />36 <br />"S 1 BR" <br />17+00 Type <br />IV (R) Arrow 1 <br />15 <br />"M" 44+20 <br />Limit <br />Line <br />1 <br />12 <br />"S 1 BR" <br />17+ 10 Limit <br />Line 1 <br />38 <br />"S2AR" 17+30 <br />Type <br />VIII Arrow <br />1 <br />36 <br />1 B <br />SC-4 "S1 BR" <br />18+40 Limit <br />Line 1 <br />21 <br />"S2AR" 17+40 <br />Limit <br />Line <br />1 <br />12 <br />"S 1 BR" <br />18+50 Type <br />VII (L) Arrow 1 <br />27 <br />SC-8 <br />"S2AR" 18+80 <br />Type <br />VII (L) <br />Arrow <br />1 <br />27 <br />"M" 45+40 Type <br />VII (L) Arrow 1 <br />27 <br />2A <br />"S2AR" 17+40 <br />Limit <br />Line <br />1 <br />15 <br />"M" 45+30 Limit <br />Line 1 <br />20 <br />"M" 45+20 <br />Type <br />VII (L) <br />Arrow <br />1 <br />27 <br />"M" 45+20 <br />Type <br />IV (R) <br />Arrow <br />1 <br />15 <br />"M" 45+10 <br />Limit <br />Line <br />1 <br />24 <br />SC-10 <br />"M" 73+20 <br />Limit <br />Line <br />1 <br />26 <br />"S2AR" 17+50 <br />Type <br />VIII Arrow <br />1 <br />36 <br />2B <br />SC-12 <br />"S2AR"17+60 <br />Limit <br />Line <br />1 <br />11 <br />Total <br />26 <br />426 <br />SURVEY <br />DESCRIPTION BY DATE <br />SCALE <br />HORIZONTAL N/A <br />VERTICAL. N/A <br />I 1 1I 1 <br />INCHES <br />MILLIMETt�S <br />PREPARED BY DATE <br />DRAWN <br />F. <br />DeMARCO <br />DESIGNED: <br />R. <br />GIBSON <br />2 <br />1 CHECKED: <br />K. <br />OAKS <br />50 APPROVED: <br />T. <br />BARNARD <br />09-29-16 AECM <br />Q. <br />09-29-16 TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09 - 29 -16 T 916.414.5800 F 916.414.1557 <br />e <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />.1. <br />SUMMARY OF QUANTITIES <br />Ma~fI Aw C Ift „, ,=.we )s.. <br />Oeb Accepted . <br />AS-Bl 'i 1I T <br />Resident Engineer n} do i ivcK' r° . <br />R ftiom By __-- Jig 4 i' <br />DRAWING <br />Yj <br />L. <br />No. C79999 <br />Exp. 06--30-7 <br />QOF <br />-10 <br />VCA,V;GO <br />SHEET <br />103 OF 176 <br />FILE NO. <br />
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