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<br />1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE STATE OF CALIFORNIA LEGEND: CCO 29 SHEET 3 OF 5
<br />DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED 2010, yv, ; , , ,,; ,4Y , r, , *,,�_, r„�L, �`L �; R" LINE. T EXISTING SIGN I- BEGIN/END TRAFFIC STRIPE DETAIL
<br />z : - . - �. t t t �ZL2
<br />2. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. T ROADSIDE SIGN (ONE POST) INSTALL ROADSIDE SIGN McHenry Ave Corridor Improvement Project
<br />3. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY CONTRACTOR. RELOCATABLE SIGNS SHALL BE �**° TYPE III BARRICADE RELOCATE ROADSIDE SIGN
<br />INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE.AS-BUILT
<br />DELINEATOR ♦ REMOVE EXISTING SIGN
<br />4. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE Resident Engineer - Mauricio Rivera, 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 g
<br />OF UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD). Structure Representative - David Franco, P.E.
<br />►}— CHANGE TRAFFIC STRIPE DETAIL d RESET SIGN Revisions B 4�� �^����-- 9/28/2021
<br />5. REMOVE AND SALVAGE EXISTING G10<CA> SIGN, MOUNTING AND HARDWARE AND INSTALL NEW G1O<CA> AND EXISTING L y -�----
<br />M1-6 SIGN (SOUTHBOUND SIDE) ON BRIDGE. SEE STRUCTURE PLANS FOR SIGN MOUNTING AND BRACKET DETAILS. CCO #029 - Pldt a all striping anu 111d[Kings between "M" 29+38.15 �®
<br />6. ALL MARKINGS SHALL BE THERMOPLASTIC. ♦ OBJECT MARKER TYPE P <CA> nd 42+00 with permanent paint system in lieu of thermoplastic
<br />Ease
<br />materials. Striping and pavement markings shall be In ,.._
<br />7. STATIONING OF MARKINGS ARE REFERENCED TO FRONT OF MARKING., to Q conformance with the State of California Department of
<br />990 -�x o V) ~ Transportation Standard Plans dated 2018. I R w
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<br />29+OC 0+00 31+00 12' 32+00 2' 33+00 34+00 35+00 "M" LINE 36+00 37+00 38+00 39+00 12' Q�
<br />I, I I ► I I I I I I I_� I I I , 12' (n O
<br />12 2� MCHENRY Ave �, 12, w0°
<br />12' c�
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<br />*OBJECT MPIRKER y ( *TYPE III BARRICADE (30') Lri co SURFACE MOUNTED 6 ►fi cCO TYPE IV (L) ARROW
<br />TYPE P <CA> R=50 CIE SW44(L)<CA> `V `� DELINEATORS o Ld ;-0
<br />WW1-4 I " ,n w 0) UJ ® 100 O.C., rn 0- w +
<br />G8-16(CA)-RELOCATED 12 WHITE DIAGONAL MARKING o- to a- ,.� < N°a- r-
<br />31+47.62. 67 39' Rt �, ° ,� � TOTAL: 6 r�i ►� `—TYPE VII R ARROW
<br />(SEE BELOW) 50 SPACING (TYP) Q, + ® co ( )
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<br />0 #029 - Place all striping and markings between ivl 42+Ou - '�� A - - - - _ _ _ _ _ _ _ _ _ _ _ - __ _ - _ - n UJan 1 43+75 with 3M brand permanent tape system in lieu of - 31+99.05. 14.02' Rt R/W
<br />th rmo Iastic materials I Str'I'n and me nt mark'
<br />n hall be 2 EC MCHENRY AVENUE
<br />I s s
<br />pave g
<br />in onformance with the State of California Department of
<br />Trr nsportation Standard Plans dated 2018.
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<br />TCE � � 's' ♦R1-1 WITH FLASHING BEACON
<br />� 12\ LIMIT LINE „
<br />*"NO PARKING"
<br />pya �NO PARKING -- TYPE VII (R) ARROW \
<br />13+67.31. 21 12 ,-Lt -♦ R1
<br />e oGp� AP _. -� TOTAL: 3
<br />-TYPE VI ARROW �,� � ` ♦ R1-�I-1MT-k� FLASHING BEA4COW
<br />TOTAL•
<br />"NO PARKING"
<br />Ease r w � `S'� Ease * W4-2 --a-
<br />�- - - - x
<br />-`�. Q '�' '°' 27B �` o } _ TYPE IV L ARROW _ __♦�3
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<br />rn Ln V/ -- — — - 1 U I AL: 3 - - TCE
<br />R W rn z M1-6 _ - \ cci - R/W (6 R=60 O _ _ _ _ rn
<br />/ SEE NOTE 5 �, • • 0 1 - - - - - -
<br />- ' ` -''r _,- ' + ± 00 27B 1 - R/W
<br />+ R - _
<br />L
<br />+ N D11 1
<br />>Q l 1 ti r v A {_In 12 M4-6
<br />_ 1
<br />MU) 12' 4�� 41+00 I 4,'-'+-00''` r ' 43+001� R=43' �44+00 LL 45+0 12'.A 46+00 "M" LINE 47+00 8+00 12' 49+00 1
<br />QI I I i� 1� � •• I� 12' I _ �-.,�„--.,-.-. -, I ! _ I 1 12 �
<br />wz 12 j y 12 L� -� �12 McHENRY Avg ,
<br />� 1 � 12' �• ,�' 12
<br />l �' 12' '0
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<br />U 12' \ \� ' . 12' _ I 12 '
<br />12' 12' R - 6 0' R 12' -� rr
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<br />Lr��5r 8 TYk IV (L) ARROW 5'
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<br />�---�r7\1 U27 TY.,F Ou `R) AP\R 'Mil - R W
<br />L.L\ 4 + 43.3 \9 ( + /
<br />E Q
<br />cO �- ♦ G10<CA> �1
<br />3 + o \ �-12"'•WHITE LIMIT LIN�` � R=60'
<br />♦R1 1 WIfV FLASHING BEACON j
<br />UJ \ O ♦ OBJEC MARKER
<br />TYPE I V L ARROW - G10<CA>
<br />( BRIDGE MOUNT � TYPE P <CA> � o
<br />\ TYPE VII (R) A OW \ SEE NOTE 5 ♦D 1
<br />R/W AG8-16<CA> 1
<br />R/W \ �\ Ai `• (SEE ABOVE)
<br />\ C 43+96.56 \\
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<br />T \ •_ e \ i
<br />BC
<br />00
<br />MCHENRY AVENUE
<br />fV
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<br />SURVEY
<br />REVISION DESCRIPTION
<br />BY
<br />DATE
<br />SCALE
<br />PREPARED BY
<br />0 DATUM.
<br />�1\ Realign Stop Bar to Conform to Sheet E2-r2
<br />DUF
<br />04/2019
<br />��-40�
<br />(SKEW = 30 DEGREES FROM PERPENDICULAR)
<br />HORIZONTAL
<br />DRAWN. F.
<br />DeMARCO
<br />VERTICAL: N/A
<br />a
<br />! 2� rievlse material for Imes ai iu inafKI(1gs as noted.
<br />DUF
<br />01 /202�
<br />R.
<br />DESIGNED:
<br />GIBBON
<br />--�
<br />! —Revise Standard Plan references as noted,
<br />DUF
<br />01/202C
<br />0 2
<br />I I I I
<br />K.
<br />OAKS
<br />o
<br />CHECKED:
<br />y
<br />INCHES
<br />i3
<br />�
<br />!
<br />0 10 20 80 ,gyp �
<br />I
<br />APPROVED; T.
<br />BARNARD
<br />c
<br />o FILE No.:
<br />I - -
<br />-
<br />-
<br />MILLIMET��S
<br />ri _J
<br />DATE
<br />09-29-16 MICOM
<br />' J 5' 12
<br />✓+ 00
<br />�iLO *D11-1_ M4-14 Ln
<br />+
<br />♦R1-1
<br />45+ 76.13 `r
<br />EC
<br />09-29-16 TECHNICAL SERVICES, INC.
<br />09-29-1 6 2020 L STREET, SUITE 300
<br />SACRAMENTO, CA 95811
<br />09-29-1 6 T 916.414.5800 F 916.414.1557
<br />P Q•u•r•
<br />-- —� --R/W
<br />�2:7 D � �
<br />< I
<br />+ rn I
<br />00
<br />TYPE VI ARROW -J
<br />♦ R6(55)<CA> TOTAL: 3
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<br />R2-1(55)
<br />R48-1
<br />SEE ALSO SHEETS SS-1 R2 AND SS-1 R3
<br />SAN JOAQUIN COUNTY PUBLIC 'WORKS DRAWING
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />':all: ���•�SIGNING AND STRIPING PLAN
<br />�Rp ESS/
<br />''•. F SS-1
<br />w RASHO J. GIBSON OF
<br />No. C709"
<br />*=.EXp. 96-30-17SS-5
<br />�, '•.�I V �� .••'� SHEET
<br />9lE OF CqL\F
<br />88 of 176
<br />FILE NO.
<br />
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