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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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oa <br />C <br />c <br />0 <br />�3 <br />i'o FILE NO.: <br />a. J <br />DRAINAGE DITCH EXCAVATION <br />STATION LIMITS LOCATION VOLUME <br />CY <br />LOCATION NO. 2 ---- MCHENRY AVE <br />"M" <br />46+00.00 <br />TO <br />47+24.00 <br />"M" <br />46+00.00 <br />TO <br />47+30.00 <br />"M" <br />47+34.00 <br />TO <br />49+96.00 <br />"M" <br />47+75.00 <br />TO <br />48+87.83 <br />"M" <br />48+87.83 <br />TO <br />49+92.00 <br />"M" <br />50+04.00 <br />TO <br />54+00.00 <br />"M" <br />50+06.00 <br />TO <br />53+27.00 <br />"M" <br />54+00.00 <br />TO <br />59+92.00 <br />"M" <br />60+06.00 <br />TO <br />63+44.00 <br />"M" <br />63+56.00 <br />TO <br />67+38.94 <br />"M" <br />67+50.94 <br />TO <br />70+00.00 <br />LOCATION NO. <br />2 -- <br />RIVER ROAD <br />"R" <br />11 +50.00 <br />TO <br />14+ 16.71 <br />"R" <br />14+ 16.71 <br />TO <br />16+30.00 <br />"R" <br />14+50.00 <br />TO <br />16+00.00 <br />"R" <br />21 +00.00 <br />TO <br />23+30.00 <br />"R" <br />21 +00.00 <br />TO <br />30+36.50 <br />"R" <br />23+84.00 <br />TO <br />25+86.16 <br />"R" <br />27+21.76 <br />TO <br />30+36.50 <br />SUBTOTAL (LOCATION NO. 2) <br />LOCATION NO. <br />4 <br />- MCHENRY AVE f <br />RIVER ROAD <br />"R" <br />16+30.00 <br />TO <br />17+30.64 <br />"R" <br />17+30.64 <br />TO <br />"M" 46+00.00 <br />"R" <br />19+26.35 <br />TO <br />21 +00.00 <br />"R" <br />20+.4.00 TO <br />21 +00.00 <br />"M" <br />45+80.93 <br />TO <br />46+00.00 <br />SUBTOTAL (LOCATION NO. 4) <br />TOTAL <br />HYDROSEED <br />STATION LIMITS LOCATION <br />LOCATION NO. <br />1 <br />- MCHENRY AVENUE <br />Lt <br />303 <br />"M" <br />29+38.15 <br />TO <br />31 +42.21 <br />Rt <br />Rt <br />72 <br />"M" <br />31 +47.91 <br />TO <br />38+24.08 <br />Rt <br />Rt <br />312 <br />"M" <br />31 +50.00 <br />TO <br />37+ 11.14 <br />Lt <br />Lt <br />72 <br />"M" <br />38+20.03 <br />TO <br />40+63.36 <br />Rt <br />Lt <br />18 <br />Rt <br />312 <br />SUBTOTAL (LOCATION NO. 1) <br />Lt <br />54 <br />Lt <br />100 <br />LOCATION NO. <br />2 <br />- MCHENRY AVENUE <br />Lt <br />57 <br />Lt <br />64 <br />"M" <br />46+00.00 <br />TO <br />53+48.89 <br />Lt <br />Lt <br />42 <br />"M" <br />46+00.00 <br />TO <br />55+41.29 <br />Rt <br />"M" <br />53+81.89 <br />TO <br />70+ 10.62 <br />Lt <br />"M" <br />55+54.40 <br />TO <br />62+ 12.48 <br />Rt <br />"M" <br />62+23.13 <br />TO <br />64+57.63 <br />Rt <br />Lt <br />46 <br />"M" <br />64+77.42 <br />TO <br />70+ 10.62 <br />Rt <br />Lt <br />48 <br />"M" <br />74+54.57 <br />TO <br />80+54.05 <br />Lt <br />Rt <br />56 <br />"M" <br />74+54.57 <br />T078+34.22 <br />Rt <br />Lt <br />35 <br />"M" <br />78+50.63 <br />TO <br />79+43.97 <br />Rt <br />Rt <br />139 <br />"M" <br />80+68.52 <br />TO <br />87+10.00 <br />Lt <br />Lt <br />30 <br />"M" <br />79+58.02 <br />TO <br />85+51.95 <br />Rt <br />Lt <br />45 <br />I <br />LOCATION NO. <br />2 - <br />RIVER ROAD <br />I 1805 <br />I <br />"R" <br />10+20.00 <br />TO <br />16+30.00 <br />Lt <br />"R" <br />10+20.00 <br />TO <br />11 +75.27 <br />Rt <br />"R" <br />12+25.31 <br />TO <br />16+30.00 <br />Lt <br />"R" <br />21 +00.00 <br />TO <br />30+36.00 <br />Rt <br />Lt <br />24 <br />"R" <br />21 +00.00 <br />TO <br />23+30.46 <br />Lt <br />Lt <br />403 <br />"R" <br />23+80.47 <br />TO <br />30+36.54 <br />Lt <br />Rt <br />26 <br />Lt <br />14 <br />SUBTOTAL (LOCATION NO. 2) <br />Rt <br />10 <br />LOCATION NO. <br />3 - <br />MCHENRY AVENUE <br />478 <br />AREA <br />SQFT STATION LIMITS <br />LOCATION NO. <br />1 - <br />MCHENRY AVENUE <br />1369 <br />19540 <br />"M" <br />32+25 <br />12869 <br />"M" <br />32+25 <br />6055 <br />"M" <br />40+40 <br />"M" <br />37+11.14 <br />TO <br />39+68.72 <br />39833 <br />"M" <br />40+50.09 <br />"M" <br />31 +57.71 <br />TO <br />38+ 18.08 <br />"M" <br />38+23.03 <br />TO <br />40+51.36 <br />"M" <br />32+89.32 <br />TO <br />37+ 11.14 <br />18127 <br />18631 <br />SUBTOTAL <br />(LOCATION NO. 1) <br />37488 <br />25244 <br />LOCATION NO. <br />4 <br />- MCHENRY AVENUE f <br />3890 <br />RIVER <br />ROAD <br />9018 <br />13492 <br />"R" <br />17+10.45 <br />6384 <br />"R" <br />17+30.64 <br />1481 <br />"R" <br />17+46.34 <br />14161 <br />"R" <br />18+05.42 <br />12339 <br />"R" <br />18+78.68 <br />"R" <br />17+ 10.45 <br />TO <br />17+46.34 <br />"M" <br />44+00.63 <br />TO <br />44+49.80 <br />"R" <br />17+46.34 <br />TO <br />18+05.42 <br />7221 <br />"M" <br />43+14.31 <br />TO <br />44+01.76 <br />1888 <br />"M" <br />44+01.76 <br />TO <br />44+94.23 <br />3881 <br />11134 <br />SUBTOTAL <br />(LOCATION NO. 4) <br />3030 <br />10343 <br />TOTAL <br />197752 <br />"M" <br />70+ 10.62 <br />TO <br />71 +00.00 <br />Lt <br />1445 <br />2283 "M" <br />70+ 10.62 <br />TO <br />71 + 14..21 <br />Rt <br />1712 <br />"M" <br />71 +26.21 <br />TO <br />71 +93.26 <br />Rt <br />152 <br />"M" <br />73+40.00 <br />TO <br />74+54.57 <br />Lt <br />2241 <br />"M" <br />73+69.90 <br />TO <br />74+54.57 <br />i Rt <br />1352 <br />SUBTOTAL (LOCATION NO. 3) ( I 6902 <br />LOCATION NO. <br />4 - <br />MCHENRY AVENUE <br />e <br />RIVER ROAD <br />"R" 16+30.00 <br />TO <br />17+93.86 <br />I <br />I <br />Rt <br />"R" 16+30.00 <br />TO <br />"M" 46+00.00 <br />Lt <br />"R" 18+ 17.09 <br />TO <br />21 +00.00 <br />Rt <br />"M" "R" 21 +00.00 <br />TO 46+00.00 <br />Rt <br />SUBTOTAL (LOCATION NO. 4) <br />TOTAL <br />� 673 <br />7505 <br />4433 <br />4551 <br />17162 <br />261649 <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY <br />HORIZONTAL: NIA DRAWN: F. aeMARCO <br />VERTICAL: N/A <br />DESIGNED: R. GIBSON <br />0 1 2 <br />I I I I ( CHECKED: K. OAKS <br />INCHES <br />0 10 20 X 40 50 APPROVED: T. BARNARD <br />_ I I MILIME-r�s I <br />DRAINAGE <br />ITEMS <br />DRAINAGE <br />DRAINAGE STEEL <br />12" <br />18" <br />18" <br />CONNECT TO <br />CONCRETE <br />REMOVE <br />REMOVE <br />BIOFILTRATION <br />LOCATION <br />SYSTEM <br />INLET <br />(TYPE GO) <br />INLET COVER <br />(TYPE GMP) <br />CMP <br />CMP <br />FES <br />12 DOWN <br />DRAIN <br />DITCH <br />DRAINAGE <br />INLET <br />18" CMP <br />SWALES <br />NO. <br />EA <br />EA EA <br />LF <br />LF <br />EA <br />EA <br />LF <br />EA <br />LF <br />LF <br />Rt <br />1 <br />1 <br />1 1 <br />24 <br />1 <br />Lt <br />2 <br />1 <br />1 1 <br />31 <br />1 <br />Lt <br />3 <br />1 1 <br />56 <br />1 <br />Lt <br />258 <br />Rt <br />1 <br />53 <br />Rt <br />661 <br />Rt <br />220 <br />Lt <br />422 <br />2 <br />3 3 <br />56 <br />55 <br />2 <br />2 <br />311 <br />1303 <br />Rt <br />1 <br />Lt <br />1 <br />Rt <br />1 <br />Rt <br />1 <br />Lt <br />1 <br />Rt <br />36 <br />Lt <br />64 <br />Rt <br />66 <br />Rt <br />76 <br />Rt <br />116 <br />5 <br />358 <br />2 <br />3 3 <br />56 <br />55 <br />2 <br />2 <br />311 <br />5 <br />358 <br />1303 <br />SHEET APPROXIMATE <br />STATI O N <br />"M" <br />-29+40 <br />"M" <br />30+70 <br />"M" <br />31 +60 <br />"M" <br />32+ 10 <br />"M" <br />32+10 <br />SS-1 "M" <br />32+30 <br />"M" <br />41 +50 <br />"M" <br />41 +50 <br />"M" <br />42+ 10 <br />"M" <br />43+ 10 <br />"M" <br />43+90 <br />SIGN CODE <br />W1-4 <br />W3-3 <br />Object Marker Type P <CA> <br />1 x SW44(L) on 3 x Type III <br />Barricade <br />G8-16(CA) <br />Object Marker Type P <CA> <br />G 10(CA), M 1-6 <br />W3-1 <br />G10<CA> <br />W4-2 <br />ROADSIDE SIGNS <br />ROADSIDE SIGN t <br />� <br />uJ w <br />ONE POST BARRICADE <br />1 <br />1 <br />LOCATION NO. 1 <br />SIGN <br />SIZE <br />uJ <br />m <br />HORIZ <br />VERT <br />(IN) <br />(IN) <br />30 <br />30 <br />30 <br />30 <br />1 <br />3 36 <br />1 <br />1 <br />1 <br />1 <br />1 <br />36 <br />D3-1, D3-1 1 <br />Total 3 3 1 2 4 <br />SEE SHEET Q-4 FOR CONTINUATION OF ROADSIDE SIGN QUANTITIES <br />DATE <br />09-29-16 <br />09-29-1 6 <br />TECHNICAL SERVICES, INC. <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 />m <br />' <br />n� <br />w <br />36 <br />FURNISH SINGLE <br />SHEET <br />ALUMINUM SIGN <br />(SQFT) <br />0.063" <br />0.063" <br />UNFRAMED <br />FRAMED <br />6.25 <br />6.25 <br />0 <br />30.5 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />SUMMARY OF QUANTITIES <br />McKwwy Ave Corridor wVMVWWt 0,00Ct <br />Date AWSPisd 4r <br />AS -BUILT <br />Reagent Erb - Mumido RMwa P.E. <br />R"Imiam ay JurM a,. 2021 <br />DRAWING <br />pR0 iSSI <br />Q-3 <br />RASHO J. GIBBON <br />No. C70 99 <br />* Exp. 06-30-17 * <br />Q-'I 0 <br />�f•..CIVi�;.•�\� <br />'��f <br />SHEET <br />OF Cho ��`�` <br />97 OF 176 <br />
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