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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 />e)CL <br />1� <br />Ln <br />LO <br />E <br />V) <br />01 <br />ae <br />04 <br />04 <br />DATUM <br />FILE No. <br />SS-1 <br />SS-1 <br />SS-1,2 <br />SS-3 <br />SS-4 <br />SS-4,5 <br />SS-5 <br />SS-2,3 <br />SS-3 <br />SS-1 <br />SS-1,4 <br />SS-4 <br />STATION <br />"Mm 29+90.49 - 30+61.37 <br />V 29+90.49 - 31+38.06 <br />"M" 29+90.49 - 43+60 <br />"M" <br />31+38.06 <br />- 37+13.90 <br />"M" <br />31+47.62 <br />- 44+00 <br />"Mm <br />37+13.90 <br />- 43+63.40 <br />"M"37+63-24 <br />- 43+63.40 <br />"M"37+63-24 <br />- 43+63.40 <br />Vo <br />42+36.55 <br />- 43+16.58 <br />"M" <br />46+00.00 <br />- 50+35.04 <br />"M" <br />46+�',,'0.00 <br />- 50+35.04 <br />"M" <br />46+00.00 <br />- 50+35.04 <br />V' <br />46+00.00 <br />- 46+51.18 <br />"R" <br />46+00.00 <br />- "Mm 70+10-62 sl <br />"M" <br />46+00.00 <br />- 70+10.62 <br />"M" <br />50+35.04 <br />- 52+04.98 <br />V <br />50+35.04 <br />- 70+10.62 <br />"Mm <br />74+54.57 <br />- 87+10.00 <br />"M" <br />74+54.57 <br />- 87+10.00 <br />"Mm <br />80+50.00 <br />- 87+10.00 <br />"R* <br />5+85.42 <br />- V 16+30.00 <br />nR" <br />5+85.42 <br />- 16+30.00 <br />"R" <br />5+85.42 <br />- 10+62.87 <br />"R" <br />10+62.87 <br />- 15+17.84 <br />*R" <br />14+09.15 <br />- 16+30.00 <br />"R" <br />15+17.84 <br />- 16+30.00 <br />"R" <br />15+27.37 <br />- 16+30.00 <br />"R" <br />21+00.00 <br />- 22+24.71 <br />"M" <br />21+00 - <br />"R" 30+60.00 <br />"R" <br />22+72.79 <br />- 27+27.51 <br />"R" <br />27+27.51 <br />- 30+60.00 <br />"Mm <br />70+10.62 <br />- "M" 72+74.68 <br />"M" <br />70+10.62 <br />- 74+54.57 <br />V <br />70+10.62 <br />- 74+54.57 <br />"M" <br />72+82.83 <br />- 73+29.36 <br />"M" <br />72+90.97 <br />- 74+54.57 <br />V <br />45+10.06 <br />- 46+00.00 <br />V <br />45+76.13 <br />- 46+00.00 <br />"M" <br />45+10.06 <br />- 46+00.00 <br />"Mm <br />45+10.06 <br />- 46+00.00 <br />V <br />44+00 - <br />"R" 21 +00.00 <br />*R" <br />30+60.00 <br />- "Mm 46+00.00 <br />"R" <br />16+30.00 <br />- "M" 43+60 <br />*R" <br />16+30.00 <br />- "M" 46+00.00 <br />"R" <br />17+00.00 <br />- 17+30.00 <br />"OR" <br />18+75.97 <br />- 19+31.09 <br />"R" <br />18+76.51 <br />- 19+03.91 <br />"R" <br />18+75.97 <br />- 21+00.00 <br />"R" <br />18+75.97 <br />- 22+72.79 <br />"R" <br />16+30.00 <br />- 17+40.00 <br />*R" <br />16+30.00 <br />- 17+40.00 <br />"R" <br />16+30.00 <br />- 17+40.00 <br />TOTAL <br />SURVEY <br />REVISION <br />STRIPE <br />DETAIL <br />27B <br />22 <br />278 <br />29 <br />278 <br />22 <br />12 <br />38 <br />12 <br />22 <br />38 <br />12 <br />12 <br />278 <br />27B <br />29 <br />32 <br />278 <br />278 <br />22 <br />27B <br />278 <br />22 <br />29 <br />38 <br />38 <br />22 <br />38 <br />27B <br />29 <br />22 <br />27B <br />278 <br />32 <br />22 <br />278 <br />12 <br />12 <br />22 <br />38 <br />278 <br />278 <br />278 <br />278 <br />38 <br />38 <br />38 <br />38 <br />22 <br />38 <br />22 <br />38 <br />DESCRIPTION BY DATE <br />SCALE <br />HORIZONTAL. N/A <br />VERTICAL: N/A <br />0 1 <br />INCHES <br />0 10 4 w Q <br />MIMET�s <br />PREPARED BY <br />DRAWN: <br />F. <br />DeVIARCO <br />DESIGNED: <br />R <br />R. <br />GIBBON <br />2 <br />CHECKED: <br />K. <br />OAKS <br />50 APPROVED: <br />T. <br />BARNARD <br />THERMOPLASTIC TRAFFIC STRIPE <br />DATE <br />09-29-16 <br />09-29-16 <br />TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 T916.414.5800 F916-414 1557 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />SUMMARY OF QUANTITIES <br />OCATION NO. 4 <br />STRIPE <br />8" WHITE <br />125 <br />35 <br />92 <br />78 <br />225 <br />117 <br />110 <br />872 <br />PAVEMENT MARKER <br />RETROREFLECTIVE <br />D I G <br />EA <br />7 <br />momm t orrldor lffvvmtvm* prooc <br />--low 11 �-nm <br />NS-BUILT <br />Raddent l_,V0Ww , Mwrwo Riva 1, P.E. <br />22 <br />12 <br />44 <br />3 <br />2 <br />3 <br />5 <br />5 <br />11 <br />53 <br />DRAWING <br />Q-5 % <br />-RAS- <br />No. C70999 <br />Exp. -26---10 --1 7 Q-10 <br />clvo� SHEET <br />99 ''0 176 <br />FILE NO. <br />
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