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NOTES: <br />LEGEND: <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. T EXISTING SIGN I-- BEGIN/END TRAFFIC STRIPE DETAIL <br />McHenry Ave Corridor Improvement Project <br />2. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. •*• ROADSIDE SIGN (ONE POST) INSTALL ROADSIDE SIGN <br />3. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY CONTRACTOR. RELOCATABLE SIGNS SHALL BE TYPE III BARRICADE RELOCATE ROADSIDE SIGN AS -BUILT <br />INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. <br />' DELINEATOR ♦ REMOVE EXISTING SIGN Resident Engineer - Mauricio Rivera, P.E. <br />4. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE Structure Representative -David Franco, P.E. <br />REPLACED/RESTORED WITH SAME KIND AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE CALIFORNIA MANUAL XX TRAFFIC STRIPE DETAIL NUMBER ❑ PROTECT IN PLACE EXISTING SIGN <br />OF UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD). Revisions By r�� -�- 9/28/2021 <br />►� CHANGE TRAFFIC STRIPE DETAIL Q RESET SIGN <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. I --- ♦ OBJECT MARKER TYPE P <CA> <br />Ease T <br />� <br />7. STATIONING OF MARKINGS ARE REFERENCED TO FRONT OF MARKING. o0 w <br />a. <br />990, 1 6 <br />0 w <br />O + R/W <br />R,LWL_ -- -- -- -L na- -- O <br />5' 22 n ~ _ f m 29 2.78 22 U-) <br />l' + °' <br />r� <br />--.. 7----- ro m <br />29+00 :_�0 00 1 31+00 12' 32+00 2' 33+00 34+00 35+00 "M" LINE 36+00 37+00 38+00 39+00 12' QC) <br />I I -Iy I I �-' I I �� I I I 1 I II t I I I 12' O_J <br />1-2 ` UJ <br />2' McHENRY Ave _ ,, 12' wm <br />'-------- — — — ''� Zw <br />�.a) 5\ 12_:D <br />R /W ' O _ - ,,� \ e / �clr �, VQL F- <br />oLL <br />W3 3 - - - <br />+ \ 27B 12 38 <br />O 00 00 <br />*OBJECT M IRKER �� _ *TYPE III BARRICADE (30') LO co SURFACE MOUNTED �i cCOv —TYPE IV (L) ARROW R/W <br />TYPE P�<CA> R=50 C14 DELINEATORS Q W <br />1 SW44(L)<CA> <br />WW1-4 I L w vi w ® 100 O.C., rn I'l W+ <br />G8-16(CA)-RELOCATED 12 WHITE DIAGONAL MARKING to co a- Q CV r- <br />31+47.62. 67 39' Rt I ri < TOTAL: 6 ? M <br />1 I (SEE BELOW) 50 SPACING (TYP) a, + TYPE VII (R) ARROW <br />0 CD <br />BIC <br />U-) a�i U') a°i r w I- z <br />I 1 rom Mm raw <br />31+99.05. 14.02' Rt R/W <br />EC McHENRY AVENUE <br />E <br />V) <br />L <br />V) <br />/ <br />00 <br />N <br />N <br />a' <br />O <br />C0 <br />cp <br />0 DATUM <br />C <br />3 <br />0 <br />0 <br />~ Is, Rl -1 :WITH FLASHING BEACON <br />TCE o �. � 12" 11 <br />\ MIT I " <br />�, �, v LINE NO PARKING <br />"NO PARKING" <br />�, �, �, �'\ � � � -TYPE VII (R) ARROW <br />o ��� �'p +67.31. 21 Rfi- <br />-TYPE VIA ARROW �' AP ' ,-' _ -- TOTAL: 3 <br />Ease w TOTAL: ti�-s W .j ♦R1-1 1MTi FLASH BEA£-61d__ _�._ ____."NO PARKING <br />-- i f �`� Ease -CIF 4- 2 44+ 8 48 <br />_ _ <br />Q �' G10 CA �c ao �© �C— `- TYPE _ IV (L) ARROW ♦W3-] 29 <br />rn - °d� �, 27B ,n _ co - -- I U I AL: 3� - - -. <br />M1 6 '� / - ` V/ R-60 _ _ co TCE o <br />_ R/W rn Iz i� - SEE NOTE :� ^; - R W ° o '� -" - - _ _ a' _ - - N ._ LO <br />+ - 5 ,<. �O + + + o6 27B � --- R1W 0 �+ N <br />LO <br />�p 22 04 \ M U + * - <br />rn O\ 12 \ d- m D11-1 + - - 0 � I <br />I'7 C' + 5' 12 ,� M 4- 6 5' <br />5 \ cn <br />me i 12' 4 41+00 42+00 12' 43+00 R=43' 44+00 LL 45+0 = 12'� 46+00 "M" LINE 47+00 '', :148+00 12' 49+00 50+0012 cnw <br />I J I I l I I <br />Q , I I I I I� I 11 I I I ••a I I 12 12 <br />wz 12 ` 12 L �, _12 McHENRY Ave ' w(w <br />Z <br />12 1" �, - 12 c� r LL 12' 12' 12 <br />12' 1 I12' i O 12' 24' Var c� <br />Q 12'�i 2 <br />O <br />�5 8 LL <br />- TYk IV (L) ARROW 5 �� %/ / _5 - -_ 12 - - - _ - -_ - - - - - - - - - - - _- <br />r} i <br />w 276 TYPE (R) ARROW R W\ r� I 0 27B LO w R W 0 <br />LO 3+43. + i � D11 1 �! <br />rn Q n� 12 WHITE LIMIT LIN�' R=60 N r <br />14- M4-14 n tO <br />Z + \ ♦R1-1 WIN FLASHING BEACON ' ♦ R1-1 � r+. 00 0 I\ <br />wlw �o r p ♦ OBJEC MARKER 45+76.13 /14- m <br />.+ TYPE I V (L ARROW \ - CIE G10<CA> TYPE P <CA> 50 0 EC a. <br />\ TYPE VII R A OW BRIDGE MOUNTS' ♦D 1 TYPE VI ARROW <br />( ) SEE NOTE 5 . _ - �p� � - - � � ` �� ` ♦ R6(55)<CA> TOTAL; 3 <br />R/W �� R/W •` &G8-16<CA> ` R48-1 __ I <br />\ A SEE ABOVE �\ <br />43+96.56 �� R2-1(55) <br />\ \ BC �� \ \ R 48 1 <br />SEE ALSO SHEETS SS-1 Rl, SS-1 R2, <br />McHENRY AVENUE <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE F p U ,y SAN JOAQU I N COUNTY PUBLIC WORKS <br />j 1 \heangn Stop Bar to Conform to Sheet E2-r2 UUF- 04i2019 <br />(SKEW = 30 DEGREES FROM PERPENDICULAR) HORIZONTAL: `40 DRAWN: DeMARCO 09-29-1 6 <br />VERTICAL: N/A <br />DESIGNED: R. GIBSON 09-29-1 6 TECHNICAL SERVICES, INC. Lo; �` McHENRY <br />0 I 1I I I K. OAKS 09-29-1 6 2020 L STREET, SUITE 300 _ <br />INCHES CHECKED: SACRAMENTO, CA 95811 SIGNING AND STRIPING P LA N <br />0 10 x w Q 50 APPROVED: T. BARNARD 09-29-1 6 T 916.414.5800 F 916.414.1557 <br />MI IMETERS <br />FILE NO. <br />JD SS-1 R3 <br />DRAWING <br />ESS/ <br />rr�r �O <br />SS— 1 CCC 1 '•• •' <br />rr �i <br />G� <br />LAD RASHO J. GIBSON ;• of <br />No. G70999 : 70 <br />*r EX P, 06-30-17 <br />SS-5 <br />EOFCAo%� 88 OF 176 <br />