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M590 - M778
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M590 - M778
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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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NOTES: <br />1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE STATE OF CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED 2010 NORTH OF "M" LINE STATION 43+75 AND ALL OF "R" LINE. <br />2. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. <br />3. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY CONTRACTOR. RELOCATABLE SIGNS SHALL BE <br />INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. <br />4. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE <br />REPLACED/RESTORED WITH SAME KIND AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE CALIFORNIA MANUAL <br />OF UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD). <br />5. REMOVE AND SALVAGE EXISTING G10<CA> SIGN, MOUNTING AND HARDWARE AND INSTALL NEW G10<CA> AND EXISTING <br />M1-6 SIGN (SOUTHBOUND SIDE) ON BRIDGE. SEE STRUCTURE PLANS FOR SIGN MOUNTING AND BRACKET DETAILS. <br />6. ALL MARKINGS SHALL BE THERMOPLASTIC EXCEPT AS NOTED BELOW. I F_ OBJECT MARKER TYPE P <CA> <br />0 <br />7. STATIONING OF MARKINGS ARE REFERENCED TO FRONT OF MARKING. + o w <br />990' I R=0.75' M Q <br />N ~ <br />R/ �w <br />a- — —- -- '�u�i — -- <br />*R2-1(55) 5' 22 r19I- <br />%5' <br />+ <br />2,- v 10, i <br />I <br />29+00 I 0 00 I 31 +00 12' I 2+00 2' <br />12' <br />5' 2' <br />990'-------- - - <br />27B <br />33+00 <br />LEGEND: <br />T EXISTING SIGN <br />ROADSIDE SIGN (ONE POST) <br />TYPE III BARRICADE <br />° DELINEATOR <br />XX TRAFFIC STRIPE DETAIL NUMBER <br />CHANGE TRAFFIC STRIPE DETAIL <br />34+00 <br />1 <br />R /W ar <br />0 0 - '�, a '/A <br />© +cy) zo �E W3 3 - , <br />N U \, <br />*W3-5(45) <br />*R2-1(45)- <br />OBJECT MAIRKER��\ (-��-� <br />TYPE P <CA> i R=50 <br />WW1-4 <br />31 +47.62. 67 39' Rt <br />BC I <br />� I <br />( Y Y Y `l Y Y Y Y Y `C Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y` <br />PLACE ALL STRIPING AND MARKINGS BETWEEN "M" 29+38.15 <br />�- AND 42+00 WITH PERMANENT PAINT SYSTEM. PLACE ALL <br />STRIPING AND MARKINGS BETWEN "M" 42+00 AND 43+75 WITH <br />3M BRAND PERMANENT TAPE SYSTEM. <br />NO <br />*TYPE III BARRICADE (38') (4') <br />rR-16(r.n)-RELOCATED 13" WHITE <br />_ C <br />(SEE BELOW) 50' SPACING (TYP) <br />L-- <br />DELINEATORS @ 4' � 31 +99.05. 14.02' Rt <br />SPACING EC <br />McHENRY AVENUE <br />I� BEGIN/END TRAFFIC STRIPE DETAIL <br />�E INSTALL ROADSIDE SIGN <br />RELOCATE ROADSIDE SIGN <br />REMOVE EXISTING SIGN <br />CCO 029 - Supplement 1 <br />Sheet 2 of 4 <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />❑ PROTECT IN PLACE EXISTING SIGN Resident Engineer - Mauricio Rivera, P.E. <br />A RESET SIGN Structure Representative - David Franco, P.E. <br />29 <br />35+00 "M" i LINE 36+00 <br />IYl%.a ILI\1\ 1 /l VV <br />Revisions By. 9/28/2021 <br />Ease <br />-- i -- -- - R/W -- - <br />_ 278 _ 22 'n <br />r + <br />rn <br />37+00 38+00 39+00 12' Q <br />I I IF <br />I I I , F- I <br />12 cn W <br />12' Will <br />z <br />12' :j ui <br />27B cr_ <br />T <br />12 38 5 <br />00 <br />co <br />O� <br />SURFACE MOUNTED cfl <br />+' C° <br />� N <br />- R/W <br />TYPE I V (L) ARROW <br />It <br />DELINEATORS Of <br />C5 w <br />°4- <br />m UJ <br />® 100' O.C., 0) Q <br />� <br />-TYPE I ARROW (TYP) <br />TOTAL. G <br />TYPE VII (R) ARROW <br />+ Cn <br />ow <br />�m <br />to w <br />N Q <br />- <br />- - - - - - -- <br />*-R3--8a Mod <br />I- <br />R/W <br />BRIDGE MOUNTED <br />I; z <br />SEE NOTE 5 <br />rn w <br />*R3-8a Mod <br />At -"NO PARKING" <br />-TYPE VII (R) ARROW <br />TOTAL: 3 <br />* "NO PARKING" <br />�o Q G1�<CA> 27B °n> \` 00 _�C TYPE IV (L) ARROW *W3-1 <br />+ ® M1-6 �a R/W `r? ` \ R=610, o _ _ _ z <br />TOTAL. 3rn0 R/W q) z SEE NOTE 5 TO W4_2 + ► o 00 27B — <br />O�� ` I 22 D12 ® < <n + ' D11-1 0 5 <br />�r �n 5 12 M 4 6 `1 <br />E CL j a Z o ! <br />tn <br />Mc i 12' 4C 41 +00 42+00 12' 43+00 R=43' 4400 45+ 12' I j <br />Q W 12' <br />I I 1 I i I 1' <br />-,� --.LL W <br />Liz 12' ,�\ 0c W9-1 12' o y L 1� t <br />U 12' / BRIDGE MOUNTED "� 2' <br />SEE NOTE 5 <br />E Q 12' v � 12' = 6 0' <br />5' Q y `5 <br />N 27B TYPE IV (L) ARROW <br />o✓ TYPE VI1R ► -2� <br />4 w ( ) ARROW , <br />R <br />12 .3 <br />� \ 43+ 43co \ <br />\ *G10<CA> 12" WHITE LIMIT LINE (TYP R=60\' ,r <br />+a Y_ <br />°0) z of Y V p OBJEC MARKER 'r <br />- G10<CA> o <br />TYPE I AR W (TYP) BRIDGE MOUNTE� *D3 1 �� TYPE P \ <CA> R1-1 <br />II A 0 SEE NOTE 5 <br />R/W A� \ (SEE ABOVE) °' �°\ \ + <br />Ln <br />43+96.56 <br />c \ \ BC\ <br />McHENRY AVENUE <br />U <br />Go SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE <br />N <br />DATUM: Al Pavement delineation and sign changes IISL 12/03/19 <br />8 HORIZONTAL: 1 "=40' F. DeMARCO 09-29-16 <br />2 Pavement delineation and sign changes SL 02/14/20 N/A DRAWN <br />�'` VERTICAL: <br />00 DESIGNED: R. GIBBON 09-29-16 TECHNICAL SERVICES INC. <br />U E 1 2 r <br />2020 L STREET SUITE 300 <br />o I I INCHES I I CHECKED: K. OAKS 09-29-16 <br />SACRAMENTO, CA 95811 <br />M 0 10 20 30 40 50 APPROVED: T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557 <br />v c <br />I'm FILE No.: _ — — - <br />a � MILLiMETE S <br />FILE NO. <br />a <br />`ry ♦R1-1 \e\ ♦ R1-1 WITH FLASHING BEACON <br />TCE A s <br />\ ��Q�j tBRI SEE MOUNTED � * R1 1 <br />TYPE VI ARROW 7,�-yG. ,L R1---1 WITH FLASHING BEACON <br />Ease TOTAL: 5 4- s , <br />— —�� — — — —� — Ease — _ — _ _ _ _ x 44+82 48 <br />Remove "NO PARKING" <br />signs between Sta. 4+00 <br />and 85+50 on "M" Line. <br />46+00 "M" LINE 47+00 >.*�48+00 12' 4c_400 <br />I I I I& ! 12' l l <br />McHENRY Ave <br />12' <br />12' 24' <br />' <br />407� <br />—R/W <br />ry <br />— Ln III <br />*D11-1 7 N 22 27B n Q <br />M 4-14 Ln <br />45+76.13 <br />EC TYPE VI ARROW <br />R6(45)<CA> TOTAL: 3 <br />R48-1 <br />R2-� <br />R48- <br />FIN <br />T <br />_ R1 <br />� � I <br />- — <br />W <br />o <br />_+— <br />- ®N <br />o <br />t `" <br />`o I <br />(10 <br />< cn <br />50+001214 <br />I <br />cn w <br />1 <br />WW <br />12'7 <br />Z_ _ <br />-J w <br />Var <br />7 <br />0 Wy <br />I-__ <br />— �0�_ <br />Sri <br />0 <br />n <br />SEE ALSO SHEETS SS-1 R1 AND SS-1 R2 <br />SAN JOAQUIN COUNTY PUBLIC WORKS SS/ Cc DRAWING • <br />@�O <br />SS-1 r3 <br />RASHO J. GIBSON % y <br />McHENRY AVE CORRIDOR <br />mo` t NoC70999 : ��^, OF <br />. <br />SS-5 <br />SIGNING AND STRIPING PLAN *:%%clv-\, :* <br />•r�• CIVIL SHEET <br />s9lEorCAL\E����� 88 OF 176 <br />
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