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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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CCO 29 - Supplement 1 - Sheet 4 of 6 <br />E <br />U9 <br />N <br />O <br />0 <br />N <br />N <br />U_ <br />6 <br />E <br />0 <br />z <br />41 <br />I <br />N <br />.0 <br />N <br />/ <br />O+ <br />00 <br />N <br />gDATUM: <br />U <br />E <br />c o <br />_03 <br />o <br />yi FILE No. <br />a <br />NOTE: <br />FOR NOTES, LEGEND AND ABBREVIATIONS, SEE SHEET SS-1. <br />McHenry Ave Corridor Improvement Project ' -�_ A <br />LN0 OVE SINGLE ❑"NO PARKING" <br />AS -BUILT �. <br />♦ RELOCATE R-26A PARKING SIGN 10 �. <br />Resident Engineer - Mauricio Rivera P.E. !^` '-'�� �• <br />15+ 17.85. 12. 00' Lt + <br />Structure Representative - David Franco, P.E. A "WARNING TRESPASSING — EC <br />,, >.ur— ` i LOITERING FORBIDDEN BY LAW" _ <br />Revisions By �� 9/28/2021 A` 14+31.98, 9.25 Lt <br />NO SWIMMING <br />PRC R=1742 <br />;:.- =-"_ R=1200' R=4100' <br />5.`—♦ "WARNING TRESPASSING - � <br />LOITERING FORBIDDEN BY LAW" <br />6+00 _� _ �-- _ _ \ ��%0 o,o NO SWIMMING" 29 <br />12 ``--_. � I--- � _ 12 <br />�2' - _R/W 27B � o % I�- R=172 far <br />22 5' - 13+00 -7' 3' 12, <br />o _ 9+00 10+0 - --_--- --_'--11+00 ,R„ L �.._� 24' <br />12+ 00 <br />+ o �--_ 0 12 N E .-- <br />"' o �— v _ 12' RIVER77 <br />Rd - <br />27B 0 <br />1 <br />_- ® ♦ W3-1 <br />11 + 58.73 ,,,• cv <br />PCC ♦ G8-16<CA> : ,r• a, rn 0) <br />N --- I (SEE BELOW) <br />w <br />/ 0000 Q *W3-3 - c i ,.._� u + CD<- <br />N <br />I I Ova +� <br />I I a- m Q *R3-8b <br />i' <br />17+43.24. 24.00' LT/ <br />BC <br />o A <br />A"WARNING TRESPASSING - <br />LOITERING FORBIDDEN BY LAW" /%p ///f o <br />If f, <br />NO SWIMMING, <br />27B <br />r- <br />TYPE I V (L) + � <br />ARROW `� — -' =62' <br />J17- <br />TOTAL:2 to Var <br />_ 18+00 <br />` 'V'V"''\ <br />22 12' +00 R=50' <br />Z r 1 R= 93.5' <br />ul 0 �\ <br />�Z 16� 41 <br />�� O <br />AP8-16 <�A> <br />v, EE A V <br />,n. 38 "R" 17+03.30 <br />34.25''Rt / o CJ <br />27B "R„ 1 + 5-9,0 ^� <br />TYPE IV (R) IV - <br />ARROW <br />/TOTAL: 2 <br />% "R" 18+76.51. 44.74' Lt <br />38 <br />0 <br />Q 12 cn r <br />_ cr <br />5' c.r <br />0 <br />38 <br />38 <br />- Jr <br />TYPE IV` (L) <br />ARROW <br />-- TYPE-- IV (R) ARROW <br />TYPE_ I ARROW (TYP)A3 <br />!YY�YYYYY <br />�- REMOVE FOUR NO PARKING <br />'-SIGNS BETWEEN "R" 11 +50 AND <br />y 14+75 RIGHT SIDE OF STREET. <br />�1cNi <br />0 <br />�► <br />1 <br />`n C) <br />f ?s <br />°' LaL6 +� o <br />41 \ R=76. "R' 19+25.98. 36.61' Lt + O N N �i Q <br />o + + rn f- <br />- 13C N W3-1 38 N Q N N N (i a� <br />d'- 7/ _CN <br />_ Raw <br />_4, <br />12'=1 TYPE IV (R) ARROW- <br />12 +OQF J D/R„ LINE 20+00 12' <br />21+0 ® - - — — <br />12' RIVER Rd 1 I 12 22+00�_-��+ <br />Vor ,- - - - 12' I _�-- 23+Qn �2* �2! -� N <br />*R 24+00 12 Q C/) <br />— — S TYPE IV (L) ARROW 22 5,i 27-- VOA- <br />O _ _ TOTAL. 3 _ <br />+ + cr, re) - - - - - -- �W _ _ 27B 2g 5' _ �2'Z Z <br />c *R- 26 _ �Y= W <br />c F ♦ R6(55)<CA>ry W <br />TYPE VII ARROW (R) (TYP) R48-1 <CA> *R-26 `' - Q <br />"R" 4+67.07. 12.00' Rt 4* R2-1(55) <br />EC / R48 COVER NO PARKING SIGNS <br />*New R6(55)cf BETWEEN "R' 18+50 and 28+00, <br />MAXIMUM .. ` ____ BHT SHOULDER OF RIVER F <br />and <br />SPEED <br />5 5 � R48-1 <br />36"X18' Q <br />RIVER ROAD <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE DRAWING <br />Q U 1 N SAN JOAC�2UIN COUNTY PUBLIC WORKS <br />Al Pavement delineation changes ESL 10/03/19 - 0 c' OQ�O ES •• -'' <br />Pavement delineation and sign changes ESL 12 03 19 HORIZONTAL: 1 =40 F. DeMARCO 09-29 16 �. �`' % SS-4r1 <br />g g / / DRAWN: <br />Pavement delineation and sign changes ESL 102/14/20 VERTICAL. N/A R. GIBBON 09-29-16 cn RASH J. GIBSON ��Z OF <br />DESIGNED: :� A IO �: � <br />T HN McHENRY <br />EC ICAL SERVICES, ING, No. C70999 <br />Update sign <br />- � I I I I I c fl•' <br />06-30-17 <br />SS-5 <br />CHECKED . �p. <br />L5Update siqn notes DF 5/26/20 INCHES SACRAMENTO, CA 95811 SIGNING AND STRIPING PLAN •CI��L•.•' SHEET <br />o 10 20 30 ao so APPROVED:T. BARNARD 09-29-16 T 916.414.5800 F 916A14.1557 <br />F O .R.N or CAUF91 OF 176 <br />— _ — MILLIMETERS <br />FILE NO. <br />
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