HomeMy WebLinkAbout4958-10
IN
Him
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Emil 141
a gap
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2. PAVEMENT MARKINGS SHALL CONFORM TO CALTRANS STANDARD PLANS DATED MAY 2006.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC.
4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON
THE PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWNP
PER CITY STANDARD DETAIL NO. 4003.
0�24 maim mog
10. SUBSTITUTE TYPE "'C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38
ON HIGHWAYS WITH RAISED MEDIANS.
11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY
STANDARD PLAN.
SHIFTING TAPER
2151
—11
SHIF T INC T APER RE VERSE C URVE
STR-"tP!l,NG CONSTRUCTION NOTES
APPLY THERMOPLASTIC 12" WHITE CROSSWALK OR LIMIT LINE
U2 APPLY/REAPPLY THERMOPLASTIC 4" DOUBLE YELLOW CENTERLINE PER DETAIL 22
U3 REAPPLY THERMOPLASTIC 4" SOLID WHITE LINE
APPLY/REAPPLY THERMOPLASTIC 81" SOLID WHITE LINE PER DETAIL 38
O APPLY/REAPPLY THERMOPLASTIC 4" WHITE LANE LINE PER DETAIL 9
O APPLY/REAPPLY THERMOPLASTIC TYPE IV ARROW MAR,KI,NGS
REMOVE CONFLICTING STRIPING BY SANDBLASTING
U8 REMOVE PAVEMENT LEGEND BY SANDBLASTI:NG
U9 INSTALL PAVEMENT LEGEND AS SHOWN
10 NOT USED
11 REAPPLY EXISITNG PAVEMENT LEGEND
ME
1.211127m. , ii !I! ull
Is
�q
ops
LEGEND
9 SIGNALIZED INTERSECTION
.. ............. . . ....
I
Fml
9
II II
REMOVE W3-1
mm
INSTALL 3— 11 luivwl
II II
II II
II II
II II
II 11
II E II
II II
II II
MATCH LINE 'A'
JOIN EX, STRIPING
0
cy) cy)
>
u 2: W,
LJ
0
REVERSE CURVE SHIFTING TAPER cu
901, 1251 ry
cu
mm* doom Ma-
41------- --- ---------- �:—/ -- ------
------ ------ --------------
EX. C&G � CID
oj
7 8
— E.
--- --------------- —7
-----------
E, R-1 <
< u
A u 220
01 0 (4 SHIFTING TAPER
f y- %.. e I,./
u klo
kD
< (u
x
w ryl
=Mplaa
3 J
CL
W3-3
(y)
cu �10
(u
CD co
7 01
- — — — — — — — — — — — — — — — — — — — — — — — — — — ----
E, ---
ry
EA
=11jjp�jllllll!!!! 111111il:lll� q�1111111 1111 1��llll
ii; ON I i
'11-v illil I W K."I L. ON'T, 1011l'i; ""wommiall,
. I I ral a IfFm 111111111m= i
REMOVE
EXISTING R1 -1
AND
R1-4 SIGNS AND POST
B
REMOVE
EXISTING R1 -1
SIGN
FROM EXISTING LIGHT POLE
Fc -1
REMOVE
EXISTING W3-1
SIGN
AND INSTALL W3-3 ON EXISTING POST
E
REMOVE
EXISTING W3-1
SIGN
AND INSTALL W3-3 ON EXISTING LIGHT POLE
FE]
INSTALL
R26(S)(CA) SIGN
AND
POST
ED
INSTALL
R26(S)(CA) SIGN
ON
EXISTING POST
*SEE SIGNAL PLANS FOR
ADDITIONAL SIGNS REQUIRED PER PLANS.
LEGEND
9 SIGNALIZED INTERSECTION
.. ............. . . ....
I
Fml
9
II II
REMOVE W3-1
mm
INSTALL 3— 11 luivwl
II II
II II
II II
II II
II 11
II E II
II II
II II
MATCH LINE 'A'
JOIN EX, STRIPING
0
cy) cy)
>
u 2: W,
LJ
0
REVERSE CURVE SHIFTING TAPER cu
901, 1251 ry
cu
mm* doom Ma-
41------- --- ---------- �:—/ -- ------
------ ------ --------------
EX. C&G � CID
oj
7 8
— E.
--- --------------- —7
-----------
E, R-1 <
< u
A u 220
01 0 (4 SHIFTING TAPER
f y- %.. e I,./
u klo
kD
< (u
x
w ryl
=Mplaa
3 J
CL
W3-3
(y)
cu �10
(u
CD co
7 01
- — — — — — — — — — — — — — — — — — — — — — — — — — — ----
E, ---
ry
EA
=11jjp�jllllll!!!! 111111il:lll� q�1111111 1111 1��llll
ii; ON I i
'11-v illil I W K."I L. ON'T, 1011l'i; ""wommiall,
. I I ral a IfFm 111111111m= i