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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 />s <br />N <br />8 <br />DATUM <br />STAGE <br />SHEET <br />APPROXIMATE STATION <br />1 A <br />SC-1 <br />"M" 44+50 — <br />46+00 <br />"M" 43+80 — <br />44+30 <br />113 <br />SC-4 <br />"M" 44+50 — <br />46+00 <br />"M" 44+50 — <br />45+50 <br />2A <br />SC-8 <br />"S2AR" 18+50 <br />— 19+00 <br />TOTAL <br />STAGE, <br />SHEET <br />APPROXIMATE STATION <br />1 A <br />SC-1 <br />"M" 44+50 — <br />46+00 <br />"M" 43+80 — <br />44+30 <br />113 <br />SC-4 <br />"M" 44+50 — <br />46+00 <br />"M" 44+50 — <br />45+50 <br />2A <br />SC-8 <br />"S2AR" 18+50 <br />— 19+00 <br />TOTAL <br />STAGE SHEET APPROXIMATE STATION <br />"M" 43+70 <br />1A SC-1 "M" <br />M 43+70 — 43+80 <br />1 B SC-4 "M" 32+55 <br />SC-7 "S 1 BR" 22+20 <br />TOTAL <br />STAGE <br />SHEET <br />APPROXIMATE STATION <br />1 A <br />SC-1 <br />"S 1 AR" 15+00 <br />"M" 31 +50 <br />SC-4 <br />113 <br />"M" 43+90 <br />SC-6 <br />"M" 71 +50 <br />SC-8 <br />"M" 31 +50 <br />2A <br />SC-10 <br />"M" 16+90 <br />SC-11 <br />"S2AR" 10+50 <br />2B <br />SC-12 <br />"2BR" 17+25 <br />TOTAL <br />PORTABLE DELINEATORS <br />LOCATION NO. 1 LOCATION NO. 2 LOCATION NO. 3 <br />EA EA EA <br />CHANNELIZERS <br />LOCATION NO. 1 LOCATION NO. 2 LOCATION NO. 3 <br />EA EA EA <br />TRAFFIC DRUMS <br />LOCATION NO. 1 LOCATION NO. 2 LOCATION NO. 3 <br />EA EA EA <br />1 <br />2 <br />3 <br />5 <br />4 7 <br />CRASH CUSHION MODULES <br />LOCATION NO. 1 LOCATION NO. 2 LOCATION NO. 3 <br />EA EA EA <br />14 <br />3 2 <br />14 <br />14 <br />14 <br />14 <br />31 30 14 <br />TEMPORARY RAILING (TYPE K) <br />LOCATION NO. 1 LOCATION NO. 2 <br />STAGE SHEET APPROXIMATE STATION <br />LF LF <br />SC-1 <br />t� "S 1 AR" 15+09.37 — 16+30.00 120 <br />S1AR 16+30.00 — 17+30.22 <br />"M" 31 +70.06 — 32+50.53 80 <br />1 B SG-4 "M" 44+03.64 — "S 1 BR" 21 +00.00 <br />SC-7 "S1 BR" 21 +00.00 — "S1 BR" 22+18.82 200 <br />SC-8 "M" 31 +66.58 — 44+00 1220 <br />"M" 70+88.86 — 73+ 18.92 <br />SC-10 „ „ <br />2A M 70+50 — 73+63 <br />"S2AR" 10+64.16 — "S2AR" 16+30 560 <br />SC-11 „ „ „ <br />S2AR 10+64.16 — M 44+00 160 <br />SC-12 "S2BR" 17+37 — "S2BR" 17+94.38 <br />TOTAL 1580 760 <br />STAGE SHEET APPROXIMATE STATION <br />2A SC-10 "M" 71 +40.00 — 72+00.00 <br />TEMPORARY RETAINING WALL <br />LOCATION NO. 1 LOCATION NO. 2 <br />LF LF <br />LOCATION NO. 4 <br />STAGE <br />SHEET <br />APPROXIMATE <br />STATION <br />EA <br />WPC-1 <br />"M" 44+50 — <br />46+00 <br />16 <br />WPC-1,2 <br />"M" 46+00 — <br />53+40 <br />12 <br />"M" 53+80 — <br />70+ 10 <br />26 <br />1 A <br />WPC-2,3 <br />"M" 70+ 10 — <br />71 +00 <br />14 <br />"M" 73+50 — <br />74+60 <br />10 <br />WPC-3 <br />"M" 74+60 — <br />80+50 <br />78 <br />"M" 80+70 — <br />88+90 <br />"S1 BR" 19+40 <br />— 21 +00 <br />1 B <br />WPC-7 <br />LOCATION NO. 4 <br />"S1 BR" 21 +00 <br />— 31 +80 <br />EA <br />"M" 29+00 — <br />31 +30 <br />16 <br />WPC-8 <br />"M" 31 +50 — <br />32+50 <br />12 <br />"M" 45+20 — <br />46+00 <br />26 <br />WPC-8,9 <br />"M" 46+00 — <br />55+30 <br />14 <br />"M" 55+50 — <br />61 +80 <br />10 <br />"M" 62+30 — <br />64+40 <br />WPC-9 <br />78 <br />2A <br />"M" 64+80 — <br />70+20 <br />"M" 70+20 — <br />70+40 <br />"M" 74+60 — <br />78+20 <br />LOCATION NO. 4 <br />WPC-10 <br />"M" 78+50 — <br />79+30 <br />EA <br />"M" 79+60 — <br />85+50 <br />"S2BR" 9+50 <br />— 11 +20 <br />"S2BR" 12+80 <br />— 14+20 <br />2B <br />WPC-12 <br />" S2BR„ 14+50 <br />— 16+10 <br />"S2BR" 16+30 <br />— 16+80 <br />TOTAL <br />LOCATION NO. 4 <br />EA <br />LOCATION NO. 3 <br />LF <br />260 <br />220 <br />LOCATION NO. 3 <br />LF <br />60 <br />14 <br />14 <br />28 <br />LOCATION NO. 4 <br />LF <br />100 <br />120 <br />LOCATION NO. 4 <br />LF <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY <br />HORIZONTAL: //A DRAWN: F. DeMARCO <br />VERTICAL: N/ <br />DESIGNED: R. GIBSON <br />0 4 2 <br />I I i I I CHECKED: K. OAKS <br />INCHES <br />010 20 30 i 4 APPROVED: T. BARNARD <br />MILIMET�$ <br />I tMrumAm 1' ribr- c MULL <br />LOCATION NO. 1 LOCATION NO. 2 <br />LF LF <br />646 <br />1626 <br />STAGE SHEET <br />APPROXIMATE STATION <br />"S 1 AR" 14+30 <br />— 16+ 10 <br />"S 1 AR" 16+30 <br />— 17+20 <br />1 A WPC-1 <br />"M" 46+50 — <br />"S 1 AR" 21 +00 <br />"S 1 AR" 21 +00 <br />— 31 +50 <br />WPC-4 <br />"M" 31 +80 — <br />40+50 <br />WPC-4,5 <br />"M" 46+50 — <br />55+40 <br />"M" 55+60 — <br />62+ 10 <br />WPC-5 <br />"M" 62+20 — <br />64+00 <br />"M" 64+80 — <br />70+20 <br />WPC-5,6 <br />"M" 70+20 — <br />72+90 <br />1 B <br />"M" 73+80 — <br />74+60 <br />598 <br />820 <br />1363 <br />310 <br />241 <br />LOCATION NO. 3 <br />LF <br />1419 <br />1270 <br />205 <br />519 <br />252 <br />79 <br />574 <br />283 <br />208 <br />317 <br />551 10179 <br />TEMPORARY SILT FENCE <br />LOCATION NO. 1 LOCATION NO. 2 <br />LF LF <br />192 <br />1035 <br />894 <br />878 <br />646 <br />226 <br />530 <br />"M" 74+60 — <br />78+40 <br />379 <br />WPC-6 <br />"M" 78+60 — <br />79+40 <br />86 <br />"M" 79+60 — <br />85+40 <br />586 <br />"M" 86+60 — <br />88+30 <br />161 <br />"S 1 BR" 18+30 <br />— 21 +00 <br />WPC-7 <br />„ „ <br />S 1 BR 21 +00 <br />— 31 +60 <br />612 <br />"S2AR" 10+ 10 <br />— 11 +60 <br />156 <br />2A WPC-11 <br />"S2AR" 12+20 <br />— 14+10 <br />194 <br />TOTAL <br />894 <br />5681 <br />TEMPORARY DRAINAGE <br />INLET PROTECTION <br />LOCATION NO. <br />1 LOCATION NO. 2 <br />STAGE SHEET <br />APPROXIMATE STATION <br />EA <br />EA <br />"S 1 AR" 17+30 <br />1 A WPC--1 <br />"S 1 AR" 18+20 <br />TOTAL <br />96 <br />105 <br />m <br />229 <br />LOCATION NO. 4 <br />LF <br />263 <br />LOCATION NO. 3 <br />LF <br />315 <br />115 <br />430 <br />LOCATION NO. 3 <br />EA <br />177 <br />618 <br />83 <br />83 <br />1224 <br />LOCATION NO. 4 <br />LF <br />97 <br />330 <br />mw <br />112.2 <br />LOCATION N0. 4 <br />EA <br />1 <br />1 <br />2 <br />TEMPORARY BARRIER MOUNTED SOUNDWALL <br />LOCATION NO. 1 LOCATION NO. 2 LOCATION NO. 3 <br />STAGE SHEET APPROXIMATE STATION LF LF LF <br />2A SC-10 "M" 71 +40.00 — 72+00.00 60 <br />DATE Q u r N SAN JOAQUIN COUNTY PUBLIC WORKS <br />09 -- 29 _.1 6 .- <br />Q i <br />09-29 -16 TECHNICAL SERVICES, INC. McHENRY <br />: <br />09---29-16 2020 L STREET, SUITE 300 . :. <br />SACRAMENTO, CA 95811 <br />09-29-1 6 T 916.414.5800 F 916.414.1557 <br />SUMMARY OF QUANTITIES <br />LOCATION NO. 4 <br />LF <br />McHenry Ave COMOW improve , <br />Deft Accepted <br />AS —BUILT <br />fte0ont Eno~ - MtaUddO F E. <br />ROW" By ,i*(,2i <br />DRAWING <br />QUO FS$/ <br />.... <br />RASHO J. GI SON e Z <br />• • OF <br />No. C70999 <br />Ex p. 06-30-17 *, Q -- 1 0 <br />q�E dfi Co� 1 04176 <br />FILE NO. <br />
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