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FACE OF CURB VARVES 12" TO 24" �-- FACE OF CURB
VARIES
1 j 10" TO 22" 1"
(SEE CONTRACT)
MATCH ROADWAY 1" R. ,~ 1"R . MATCH ROADVYIAY
SLOPE SLOPE
1/2" R. ` D p D 7 ROADV AY
ROADVIIAY �� p ° p D 1 /2" R.
D � ,
n b D
D D P D D p
D `
11 112" 11 1/2" I
DUAL -FACED CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
--or
1r2° R. 1" R.
CEMENT CONCRETE OR
ASPHALT CONCRETE
ID S►LK OR PATH
O D
r �
D
D D P D
P v ► D � '
3OW PREMOLDED JOINT FILLER
(W IE
� NT TO CEMENT
CEMENT CONCF ETE PEDESTRIAN CURB
FACE OF CURBtL VARIES 12" TO 24" `— FACE OF CURB
�aVARIES
1 IF1 V TO 22" 1 rr
(SEE CONTRACT) i
ROADWAY ° P ROAD AkY
P' V
t c v
° D 1> P
b
1 314" 1 3f4"
DUAL -FACED CEMENT
CONCRETE TRAFFIC CURB
PEDESTRIN CURB AND VERTICAL CURB
30"
BLACK LEGEND ON WHITE BACKGROUND
R3 -5R
RIGHT TURN ONLY SIGN
SCALE: NTS L
STOP SIGN
3
SCALE: NTS
In
KMw ~a bobw.
Cail beim y" d1l.
FACE OF CURB
6 1R"
5 1/2" 1"
1/2"R. 1�� R 7 MATCH ROADM AY
/� //— SLOPE
R. ROADVWIY
tV p D
LlP D p o D
� v
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
---� FACE OF CURB
S 112" VARIES FROM 6" TO (r,
MAINTAIN 1 H : 6V SLOPE
VARIESON SIDE OF CURB
1„ R
f� �
/ MATCH ROADWAY
10R. - - - - / / SLOPE
1/2" R. ROADWAY
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P D
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91
CO
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DEPT E D CURB SIMTm
AT CL M RAS AND
DiY�Vl1AfAY
6" CEMENT CONCRETE
1 /2" R. - CURS RAMP, LANDING,
% OR DRIVEWAY
VARIES 1" R. ENTRANCE
FROM
9" TO 0" D - - v - - D �.
3W' PREMOLDED
JOINT FILLER
CANT CONCRETE PEDESTRIAN CUM
AT CUM RAW$, LANCMIIfii,
AND DMWWWAY 1"r"RANCIsi
FACE OF CURB
61/211
51/2" 1"
ROADVMAY
°
" p P
r
r D
D v p
D
. D
8 114"
CEMIENT CONCRETE
TRAFFIC CURD
(VERTICAL CURB)
STATE
LAW
NOTES
DETECTABLE WARNING PATTERN AREA SHALL rL�uv
BE YELLOW AND IN COMPLIANCE WITH WSDOT
STANDARD SPECIFICATION SECTION 8-14.3(3).
THE DETECTABLE WN NTNG PATTERNS SHALL
BE CONSTRUCTED WITH MANUFACTURED
TRUNCATED DOMES.
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Le C
PCC CURB NOTES:
1. CEMENT CONCRETE CURBS SHALL BE
PER WSDOT STD. SPEC. 8-04.
2. BASE COURSE SHALL MATCH ADJACENT
PAVEMENT SECTION AND EXTEND 1'
BEYOND BACK OF CURB.
3. SEE JOINT DETAIL BELOW IN LIEU OF
F-30.10.
3/8"
PREMOLDEI
JOINT FILLER
NOTE
1. See Standard Plan F-30.10 for Curb Expansion and
Contraction Joint spacing.
FLUSH NTH GUTTER PAN AT CURB
1Q RAMP ENTRANCE - 1/2" VERTICAL LIP
AT DRIVEWAY ENTRANCE
FACE OF CURB
7 1/4"
1 1/2" R.
ID
D ° D ROADWAY
D � D
D
8 1/4!'
MCK,jNTABLE CEMENT
CONCRETE TRAFFIC CUMS
A
0
D
NOTE: ELEVATION
SIGN SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD
EDITION, YIELD SIGN R11-6 WITH A BLACK AND RED LEGEND DETECTABLE WARNING SURFACE PER WSDOT
ON A FLUORESCENT YELLOW AND WHITE BACKGROUND.
STANDARD PLAN! F-45.10-00
IN -STREET PEDESTRIAN CROSSING TRUNCATED DOME
4AINJSCALE. NTSG SCALE.. NTS
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UPERMIT #U140056665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM4s GI STEg'�'
2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL �'� NO. REVISION
www
Aug 25 2015 4:1.2 PM COSI 8n
ILL.
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323SO s
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ST I l PLM F-10.12-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
P"Co ftkofth 111 06-16-11
STATE DESIOM BAR DATE
Wwd*%gbn Std• D.parhnw# of TransporMlion
SCALE: NTS
GALVANIZED
SQUARE TUBE
SEE BREAK AWAY
TIDE POST
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
L
L
3
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NOTES:
1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL
CODES AND AS SPECD. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
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2. GALVANIZED SQUARE TUBE
POST TIRES - 2"x2"x3/ 16" 14ga
THE MIN. DIGHT OF THE POST TUBE SHALL INET ASTM A1011 GRADE 50.
BOTTOM OF THE LOWEST POST TIRE GALVANIZED AS PER ASTM A653 GRADE 90.
SIGN SHALL BE 7'-O"
DESS OTHERWISE NOTED. 3. ANCHOR TUB
ANCHOR TUBE - 2 -1/4"x2 -1/4"x3/16" 14ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.
= STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123.
0
4. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12".
THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED
A80VE FINISH GRADE.
GROUND SURFACE 5. STOP SIGN MUST BE ON TOP WHEN MORE THAN ONE SIGN IS PLACED ON THE SAME
POST.
12"0
SIGN MOUNTING AND BASE DETAIL
10 )fill EXPANSION
3.0 JOINT (TYP.)
5/16 GR. 5
MIN.
MAX.
A
1 5/8"
2 3/8"
B
5/8"
1 1/2"
C
7/16"
3/4"
p
7/8"
1 7/16"
ILL.
o
323SO s
'NAL '1
Z h �
C Q
+CMT Ct'LNClT"E C
ST I l PLM F-10.12-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
P"Co ftkofth 111 06-16-11
STATE DESIOM BAR DATE
Wwd*%gbn Std• D.parhnw# of TransporMlion
SCALE: NTS
GALVANIZED
SQUARE TUBE
SEE BREAK AWAY
TIDE POST
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
L
L
3
w
NOTES:
1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL
CODES AND AS SPECD. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
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2. GALVANIZED SQUARE TUBE
POST TIRES - 2"x2"x3/ 16" 14ga
THE MIN. DIGHT OF THE POST TUBE SHALL INET ASTM A1011 GRADE 50.
BOTTOM OF THE LOWEST POST TIRE GALVANIZED AS PER ASTM A653 GRADE 90.
SIGN SHALL BE 7'-O"
DESS OTHERWISE NOTED. 3. ANCHOR TUB
ANCHOR TUBE - 2 -1/4"x2 -1/4"x3/16" 14ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.
= STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123.
0
4. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12".
THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED
A80VE FINISH GRADE.
GROUND SURFACE 5. STOP SIGN MUST BE ON TOP WHEN MORE THAN ONE SIGN IS PLACED ON THE SAME
POST.
12"0
SIGN MOUNTING AND BASE DETAIL
10 )fill EXPANSION
3.0 JOINT (TYP.)
5/16 GR. 5
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FLANGED BOLT
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5/16" GR. 5
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FLANGED NUT
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GROUND SURFACE
NALK
PLAN VIEW
PARTIAL ELEVATION
SQUARE TUBE BREAK AWAY POST
N.T.S.
SCALE: NTS
LANDSCAPING,REFER 000—
BACK OF CURB
TO LANDSCAPING
PLANS FOR �PLANSPLANS100-01
FRONT OF CURB
PLANTINGUP
MIFO. �
CEMENT • • • •
CONCRETE ••••
SIDEWALK � ; ; � VARIES, REFER
... TO PUN
2,
MNNTNN FULL CURB HEIGHT
WHERE ADJACENT TO RAMP, 12H:1V MAX SLOPE, 5
LANDSCAPING 7DETECTABLE WARNING PATTERN 0.0
Iq
FULL WIDTH OF SIDEWALK
SIDE
(6"H
L
I
ACCESSIBLE CURB RAMP
PER WSDOT STANDARD PLAN F-40.16-01
RAND, 12H:1V MAX SLOPE,
DETECTABLE WARNING PATTERN
FULL WIDTH OF SIDEWALK MAINTAIN FULL CURB HEIGHT
WHERE ADJACENT TO LANDSCAPING
-i MAINTAIN FULL CURB HEIGHT
v5 WHERE ADJACENT TO LANDSCAPING
,?------ ----
•
.00
�`�• •0� • • , i
FLUSH WITH ROADWAY
SURFACE
ADA RAMP DETAIL
DEPRESSED SIDEWALK
PER WSDOT STANDARD PLAN F-40.12-01
SCALE: NTS �
R- 380106
suwa SME
AS NOTED CITY OF �• �•�TACO TIME RENTON HIGHLANDS o2 -j 08.25.2015
KJP LL 14 C05k4Sr"" n�t.rMac:
DOW_ RENTONPAGE
KJP
01E 1M°" DATUM
C .JG ATM=MUE Planning/Building/Public Works Dept. SITE AND SURFACING C3.03
IF NOr ONE Mri
BY DATE APPR o- WAI A01' 11" Y
PLAN DETAILS "'� 6 °�1 s
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SIDEWALK
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(60H)
UP0
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UP
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• • • •
W
• • • •
LAJ
ANDING LEVEL
-.7 7'
NTH PARKING LOT
-i MAINTAIN FULL CURB HEIGHT
v5 WHERE ADJACENT TO LANDSCAPING
,?------ ----
•
.00
�`�• •0� • • , i
FLUSH WITH ROADWAY
SURFACE
ADA RAMP DETAIL
DEPRESSED SIDEWALK
PER WSDOT STANDARD PLAN F-40.12-01
SCALE: NTS �
R- 380106
suwa SME
AS NOTED CITY OF �• �•�TACO TIME RENTON HIGHLANDS o2 -j 08.25.2015
KJP LL 14 C05k4Sr"" n�t.rMac:
DOW_ RENTONPAGE
KJP
01E 1M°" DATUM
C .JG ATM=MUE Planning/Building/Public Works Dept. SITE AND SURFACING C3.03
IF NOr ONE Mri
BY DATE APPR o- WAI A01' 11" Y
PLAN DETAILS "'� 6 °�1 s
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