My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
M590 - M778
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer M
>
M558 - M
>
M590 - M778
Metadata
Thumbnails
Annotations
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
192
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
J <br />STATION LIMITS <br />LOCATION NO. <br />1 - <br />MCHENRY AVE <br />"M" 29+38.15 <br />TO <br />30+17.30 <br />"M" 31 +74.80 <br />TO <br />32+31.79 <br />"M" 31 +62.57 <br />TO <br />32+31.7 9 <br />"M" 31 + 62.11 <br />TO <br />32+37.50 <br />SUBTOTAL (LOCATION NO. 1) <br />LOCATION NO. <br />2 - <br />RIVER ROAD <br />"R" 15+37.50 <br />TO <br />15+99.26 <br />"R" 15+70.29 <br />TO <br />16+30.00 <br />SUBTOTAL (LOCATION NO. 2) <br />LOCATION NO. <br />3 - <br />MCHENRY AVE <br />"M" 71 +33.28 <br />TO <br />71 +90.36 <br />"M" 72+31.92 <br />TO <br />72+88.55 <br />"M" 72+46.16 <br />TO <br />72+76.16 <br />"M" 73+ 17.73 <br />TO <br />73+51.81 <br />SUBTOTAL (LOCATION NO. �a) <br />TOTAL <br />STATION LIMITS <br />LOCATION NO. 1 - MCHENRY AVE <br />"M" 29+38.18 TO 32+50.54 <br />"M" 29+38.18 TO 32+50.54 <br />SUBTOTAL (LOCATION NO. 1) <br />LOCATION NO. 2 - MCHENRY AVE <br />"M" 46+00.00 TO 70+ 10.62 <br />"M" 46+00.00 TO 70+ 10.62 <br />Nkii <br />0 <br />LOCATION NO. 2 - RIVER ROAD <br />E <br />1= <br />3 <br />"R" 10+20.19 TO 11 +50.00 <br />"R" 10+20.19 TO 11 +50. `_�0 <br />L <br />a <br />"R" 11 +50.00 TO 16+30.00 <br />"R"21 +00.00 TO 30+36.54 <br />"R" 28+89.78 TO 30+36.54 <br />v <br />i <br />a <br />SUBTOTAL (LOCATION NO. <br />N <br />N <br />h <br />8 <br />, <br />SURVEY <br />3 <br />c� <br />DATUM: <br />cy <br />8 <br />l <br />3 <br />M <br />0 <br />j m <br />J <br />I- ILL NO.: <br />GUARDRAIL SUMMARY <br />MISCELLANEOUS REMOVAL AND RELOCATION <br />REMOVE BASE AND SURFACING <br />ALTERNATIVE <br />VEGETATION <br />REMOVE <br />REMOVE REMOVE REMOVE <br />RELOCATE <br />RELOCATE AREA. <br />MIDWEST END ANCHOR <br />TERMINAL <br />TRANSITION CONTROL <br />AND <br />WOOD CHAIN LINK RETAINING <br />EXISTING <br />EXISTING STATION LIMITS LOCATION <br />GUARDRAIL ASSEMBLY <br />RAILING <br />(MINOR <br />LAYOUT SALVAGE <br />STATION LIMITS LOCATION FENCE FENCE WALL <br />MONUMENT <br />`. <br />MAILBOX SQFi. <br />LOCATION SYSTEM TYPE SFT SYSTEM <br />( ) <br />(TYPE WB-3'. CONCRETE) <br />GUARDRAIL <br />LF LF LF <br />EA <br />EA <br />Lt <br />Lt <br />Rt <br />Rt <br />Rt <br />Lt <br />Lt <br />Rt <br />Rt <br />LOCATION <br />Lt <br />Rt <br />Rt <br />Lt <br />CENTER <br />Rt <br />Lt <br />LF EA EA EA SQFT TYPE LF <br />55 <br />1 1 261 <br />12AA <br />32 <br />1 1 207 <br />12AA <br />45 <br />1 1 242 <br />12AA <br />132 <br />3 3 710 <br />0 <br />37 <br />1 1 222 <br />12AA <br />37 <br />1 1 222 <br />50 1 1 <br />88 1 1 <br />10 1 1 <br />10 1 1 <br />158 2 2 4 <br />327 2 6 8 <br />ROADWAY EXCAVATION <br />AREA <br />AREA STATION LIMITS LOCATION <br />SQYD <br />LOCATION NO. <br />3 - <br />MCHENRY AVE <br />229 <br />"M" 70+10.62 <br />TO <br />71 +90.36 <br />Lt <br />882 <br />"M" 70+ 10.52 <br />TO <br />72+25.45 <br />Rt <br />"M" 72+82.92 <br />TO <br />74+54.57 <br />Rt <br />1111 <br />"M" 72+61.04 <br />TO <br />74+54.57 <br />Lt <br />SUBTOTAL (LOCATION NO. 3) <br />1541 <br />LOCATION NO. <br />4 - <br />MCHENRY AVE / <br />6704 <br />RIVER ROAD <br />"R" 21 +00.00 <br />TO <br />"M" 46+00.00 <br />Rt <br />8245 <br />"R" 16+30.00 <br />TO <br />17+27.39 <br />Rt <br />"R" 17+76.62 <br />TO <br />19+42.41 <br />Rt <br />47 <br />55 <br />SUBTOTAL (LOCATION NO. 4) <br />2814 <br />1852 <br />49 <br />TOTAL <br />4817 <br />242 <br />242 <br />1174 <br />56 <br />299 <br />379 <br />398 <br />1132 <br />1137 <br />341 <br />224 <br />1702 <br />17007 <br />12DD <br />12M <br />12M <br />12DD <br />75 <br />75 <br />135 <br />LOCATION NO, <br />1 - MCHENRY AVE <br />"M" 31 +62.07 <br />TO 33+42.46 <br />"M" 31 +25 <br />SUBTOTAL (LOCATION NO. 1) <br />LOCATION N0. <br />2 - RIVER ROAD <br />"R" 12+21.18 <br />TO 14+14.48 <br />"R" 14+45.11 <br />TO 16+02.75 <br />"R" 16+02.75 <br />TO 16+32.00 <br />"R" 13+00.00 <br />+/- <br />SUBTOTAL (LOCATION NO. 2) <br />LOCATION NO. <br />3 - MCHENRY AVE <br />"M" 71 +78.66 <br />TO 72+06.20 <br />"M" 71 +78.66 <br />TO 72+06.20 <br />SUBTOTAL (LOCATION NO. 3) <br />TOTAL <br />DESCRIPTION BY DATE SCALE PREPARED BY <br />HORIZONTAL ANC` A DRAWN: F. DeMARCO <br />VERTICAL: N/A <br />DESIGNED: R. GIBBON <br />1 <br />1 1 1 CHECKED. K. OAKS <br />INCHES <br />0 10 20 30 40 50 APPROVED: T. BARNARD <br />- - MILIMETE�B <br />Rt 185 <br />Rt 1 <br />185 1 <br />Rt 196 <br />Rt 160 <br />Rt 30 <br />Rt <br />356 30 <br />Rt 101 <br />Rt 80 <br />101 80 <br />642 30 80 <br />DATE <br />09-29-1 fi A. <br />09-29-1 TECHNICAL SERVICES, INC, <br />n <br />09 -29 -1 6 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 , <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />�' F Oy •R N <br />FILE NO. <br />LOCATION NO. 1 - MCHENRY AVE <br />"M" 29+38.18 TO 32+50.54 Lt 889 <br />"M" 29+38.18 TO 32+50.54 Rt 901 <br />SUBTOTAL (LOCATION N0. 1) 1790 <br />LOCATION NO. <br />2 <br />- MCHENRY AVE <br />"M" 46+00.00 <br />TO <br />70+ 10.62 <br />Lt <br />"M" 46+00.00 <br />TO <br />70+ 10.62 <br />Rt <br />"M" 74+54.57 <br />TO <br />87+ 10.00 <br />Lt <br />"M" 74+54.57 <br />TO <br />87+ 10.00 <br />Rt <br />4 <br />LOCATION NO. <br />2 <br />- RIVER ROAD <br />4 <br />"R" 10+20.19 <br />TO <br />11 +50.00 <br />Rt <br />"R" 10+20.19 <br />TO <br />11 +50.00 <br />Lt <br />"R" 11 +50.00 <br />TO <br />16+30.00 <br />CENTER <br />"R"21 +00.00 <br />TO <br />30+36.54 <br />Rt <br />"R"21 +00.00 <br />TO <br />30+36.54 <br />Lt <br />SUBTOTAL (LOCATION NO. 2) <br />i 4 LOCATION NO. <br />3 <br />- MCHENRY AVE <br />12366 <br />12852 <br />4714 <br />6930 <br />AREA <br />SQYD <br />99 <br />101 <br />200 <br />1374 <br />142.8 <br />524 <br />770 <br />422 <br />47 <br />261 <br />29 <br />15235 <br />1693 <br />6932 <br />771 <br />940 <br />105 <br />60652 <br />6741 <br />"M" 70+ 10.62 <br />TO <br />71 +80.13 <br />Lt <br />527 <br />"M" 70+ 10.62 <br />TO <br />72+07.87 <br />Rt <br />1068 <br />"M" 72+82.92 <br />TO <br />74+54.57 <br />Lt <br />891 <br />"M" 72+73.36 <br />TO <br />74+54.57 <br />Rt <br />646 <br />SUBTOTAL (LOCATION NO. 3) <br />9 <br />3132 <br />LOCATION NO. <br />4 - <br />MCHENRY AVE <br />RIVER ROAD <br />"R" 16+80.53 <br />TO <br />"M" 46+00.00 <br />Lt <br />5230 <br />"R" 21 +00.00 <br />TO <br />"M" 46+00.00 <br />Rt <br />2112. <br />"R" 16+30.00 <br />TO <br />21 +00.00 <br />Rt <br />3912 <br />SUBTOTAL (LOCATION NO. 4) <br />j 11254 <br />I <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />59 <br />119 <br />99 <br />72 <br />ME <br />582 <br />235 <br />435 <br />1252 <br />Mdi N Ave CWrWw improvement Pro0d <br />Date Accepted <br />AS -BUILT <br />Rewdent Enpwmw - Mamildo Rwera, P.E. <br />Revhionf By June •, 2021 <br />McHENDINvi AVE CORRIDOR IMPROVEMENTS <br />SUMMARY OF QUANTITIES <br />ti <br />DRAWING <br />��p tSSt <br />•• •••:�"'�� <br />Q-(- <br />WHO J. GI8 20M1 : c�*1 <br />Ot <br />No. C70999 <br />1 _•[Xp. 06-30-17 <br />7� ••••s;�V..;•+•• <br />Q- 1 0 <br />�f9lF �`� <br />SHEET <br />or (%ht\\ <br />96 of 176 <br />
The URL can be used to link to this page
Your browser does not support the video tag.