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R "LOCATE SIGN TO {`7 as PaVEIAIdr STRIPE
00 REXST. CURB m 8� �® STA. 2582.35
& GUTTER RELOCATE SIGN _._ -.-- — eo __ i N
-- --^ TO ST.'S ii Pfd ty "1w 150,
__. ....._._._._ __ -.__- �. -._ -. ----� -_
—7- _ 3 — 0 261 Y
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_;� .__•v -_.. � .' � - _ I_-t o � , I __ EXIST, GYSRO _ -I� - Y`
G v; "« RE- SNSTAU AfFECTE^ EXIST. SIDEWALK �O \1 $T� STREET
__ — - -, & GUTTER 1 tick.
�fiST, CURB E3CtST. S3DE�NAIIS `;.. U 2 t76.2B
�r 1 pvEa�ENT s�P 5' 1.� 18 ��Y
�� 11 & GUTTER AND LEGEND[
NOTE. R_EpV+CE DAMAGED LOOPS'
- �' i ARCHIIBALD AVE
r_ IN LEfI !37i4hf POGiCE`[ PER-
DW G 0 975.
6TH STREET
HI ALICE E SEE ABOVE
m � SCALE: 1" — 40'
IN
14
t �r
t. t. Y
4 t
ELEVATION: 1051.107
SIQNING & STRIPING NOTES
(- -APPLY 4" SOLID WHITE STRIPE PER CITY OF R.C. STD. DWG. 133
C2 -- INSTALL SIGN & POST AS NOTED ON PLAN PER CITY OF R.C. STD. DWG. 401 -B
\(3 -- -APPLY DIRECTIONAL ARROWS AS SHOWN ON PLAN PER CALTRANS STD. NQ. A -24A.
APPLY DOUBLE YELLOW LINE PER CITE OF R.C. STD. 133. ( CALTRANS DETAIL 22).
(� _APPLY 12" SOLID WHITE CROSSWALK OR LIMIT LINE.
�- --- --- INSTALL R26(S) SIGN ON STREET LIGHT POST
7�--°- APPLY 4" SKIP WHITE LINE PER CITY OF R.C. STD. DWG. 133
-APPLY LEGEND AS SHOWN ON PLAN PER CALTRANS STD. NO. A -24C,
tom- -APPLY 8" SOLID WHITE LINE PER CITY OF R.C. STD. DWG. 133
10 -APPLY TWO -WAY LEFT TURN LANE PER CITY OF R.C. STD. 133.
( CALTRANS DETAIL 32),
® 11 APPLY DOUBLE YELLOW MEDIAN PER CITY OF R.C. STD. 1133.
12 APPLY 8" SKIP WHITE LINE PER CALTRANS STD. NO. A20C DETAIL 37B
NOTE:
1. REMOVE ANY CONFLICTING STRIPE BY WET SANDBLASTING.
2. ALL LEGENDS, SYMBOLS, LIMIT LINE'S, AND CROSSWALKS
SHALL BE THERMOPLASTIC EXCEPT WITHIN BIKE LANES.
3. DAMAGED OR REMOVED TRAFFIC SIGNAL DETECTOR LOOPS
SHALL BE REPLACED OR REPAIRED AND RETURNED TO
ACTUATED SERVICE WITHIN 72 HOURS EXCEPT AS DIRECTED
BY THE ENGINEER.
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EXI7, 59D£Y#ALK j �-y
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9
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9 no O 41 I
to
in d I I ..ZL1I!,Zi f a9� �� !��`
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t lo- Lu
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___.____ ____— ....__ _ •�-
4 EXIST, STRIPES
ccs
_ 9 '
{
.et I,ZI , I ,ZI ,eI
k f i
2
sV 1
AR HIBALD AVENUE
SEE BELOW
2 ( I j t� 2 \. ?
{ I I2 s 33 32 31 T 30 2 2 , ^7 ' 7 I ! U,
I
I � °� G_7 i - l s to
_
W In z •^-• (( iq'r` ! I + N I II 11
2! 8 iu1 • I o 04 W s ca _` 1 i 1 i I Lo & `" 11
= v air � PROP. CURB i cis `p.L ...
I
I P. SIDEWALK & GUTTER I _ +
_.
14 12' 1 12' 14'
tom,,
S 1.
I X�
M
I
10 f 11
i 1 � _
� � 12
N
w rn
D 1._ f _ - _ "° _ RELOCATE SIGN TO
R "LOCATE SIGN TO {`7 as PaVEIAIdr STRIPE
00 REXST. CURB m 8� �® STA. 2582.35
& GUTTER RELOCATE SIGN _._ -.-- — eo __ i N
-- --^ TO ST.'S ii Pfd ty "1w 150,
__. ....._._._._ __ -.__- �. -._ -. ----� -_
—7- _ 3 — 0 261 Y
_.__. -_ _._.___ .�_ __� -_ _.__.._2.. 2 4 r f- f�
24
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3
—_
_;� .__•v -_.. � .' � - _ I_-t o � , I __ EXIST, GYSRO _ -I� - Y`
G v; "« RE- SNSTAU AfFECTE^ EXIST. SIDEWALK �O \1 $T� STREET
__ — - -, & GUTTER 1 tick.
�fiST, CURB E3CtST. S3DE�NAIIS `;.. U 2 t76.2B
�r 1 pvEa�ENT s�P 5' 1.� 18 ��Y
�� 11 & GUTTER AND LEGEND[
NOTE. R_EpV+CE DAMAGED LOOPS'
- �' i ARCHIIBALD AVE
r_ IN LEfI !37i4hf POGiCE`[ PER-
DW G 0 975.
6TH STREET
HI ALICE E SEE ABOVE
m � SCALE: 1" — 40'
IN
14
t �r
t. t. Y
4 t
ELEVATION: 1051.107
SIQNING & STRIPING NOTES
(- -APPLY 4" SOLID WHITE STRIPE PER CITY OF R.C. STD. DWG. 133
C2 -- INSTALL SIGN & POST AS NOTED ON PLAN PER CITY OF R.C. STD. DWG. 401 -B
\(3 -- -APPLY DIRECTIONAL ARROWS AS SHOWN ON PLAN PER CALTRANS STD. NQ. A -24A.
APPLY DOUBLE YELLOW LINE PER CITE OF R.C. STD. 133. ( CALTRANS DETAIL 22).
(� _APPLY 12" SOLID WHITE CROSSWALK OR LIMIT LINE.
�- --- --- INSTALL R26(S) SIGN ON STREET LIGHT POST
7�--°- APPLY 4" SKIP WHITE LINE PER CITY OF R.C. STD. DWG. 133
-APPLY LEGEND AS SHOWN ON PLAN PER CALTRANS STD. NO. A -24C,
tom- -APPLY 8" SOLID WHITE LINE PER CITY OF R.C. STD. DWG. 133
10 -APPLY TWO -WAY LEFT TURN LANE PER CITY OF R.C. STD. 133.
( CALTRANS DETAIL 32),
® 11 APPLY DOUBLE YELLOW MEDIAN PER CITY OF R.C. STD. 1133.
12 APPLY 8" SKIP WHITE LINE PER CALTRANS STD. NO. A20C DETAIL 37B
NOTE:
1. REMOVE ANY CONFLICTING STRIPE BY WET SANDBLASTING.
2. ALL LEGENDS, SYMBOLS, LIMIT LINE'S, AND CROSSWALKS
SHALL BE THERMOPLASTIC EXCEPT WITHIN BIKE LANES.
3. DAMAGED OR REMOVED TRAFFIC SIGNAL DETECTOR LOOPS
SHALL BE REPLACED OR REPAIRED AND RETURNED TO
ACTUATED SERVICE WITHIN 72 HOURS EXCEPT AS DIRECTED
BY THE ENGINEER.