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12' t I
60' #
73 -31'
BURNETT
CONSTRUCTION
LINE
w 39'
��Ac'IEc 14' t 26'
2-r I 4%, 2�
2%
1
�" 13 '
_ 6Z
4 "B" UNE SECTION A
NO SCALE
STA 10 +52.12 TO 11 +69.45
STA 14+11 TO 15+45
I IMITS OF CONSTRUCTION
AS SHOWN ON THE
GRADING PLAN
1-7'-24' 26' 26'
2" \U-
1.3 3
6" 4" 5
,4
6"
3
23.5' f
I
4 7 7
I
= 2� f i 2� El
1 f -
1. 2
r 7 _ -
�`
�1 l r
4„ 3
4" 10"
z
% 2
713 " LINE SECTION C
NO SCALE
STA 15 +98.91 TO 16 +46.39
STA 18 +49.94 TO 19 +49.45
STA 20 +35.85 TO 20 +83.3
FACE OF
BUILDING OR
RIGHT OF
WAY LINE
FACE OF
BUILDING OR
RIGHT OF WAY
LINE
SEE CENTERLINE
PROFILE SHEET -
It
12' f
12
3 4" -...j?
I[ 5) 4"
NOTES:
DESIGNED
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1
�ZZZY
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N
13
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0
V)
12' t I
60' #
73 -31'
BURNETT
CONSTRUCTION
LINE
w 39'
��Ac'IEc 14' t 26'
2-r I 4%, 2�
2%
1
�" 13 '
_ 6Z
4 "B" UNE SECTION A
NO SCALE
STA 10 +52.12 TO 11 +69.45
STA 14+11 TO 15+45
I IMITS OF CONSTRUCTION
AS SHOWN ON THE
GRADING PLAN
1-7'-24' 26' 26'
2" \U-
1.3 3
6" 4" 5
,4
6"
3
23.5' f
I
4 7 7
I
= 2� f i 2� El
1 f -
1. 2
r 7 _ -
�`
�1 l r
4„ 3
4" 10"
z
% 2
713 " LINE SECTION C
NO SCALE
STA 15 +98.91 TO 16 +46.39
STA 18 +49.94 TO 19 +49.45
STA 20 +35.85 TO 20 +83.3
FACE OF
BUILDING OR
RIGHT OF
WAY LINE
FACE OF
BUILDING OR
RIGHT OF WAY
LINE
SEE CENTERLINE
PROFILE SHEET -
It
12' f
12
3 4" -...j?
I[ 5) 4"
NOTES:
DESIGNED
NO SCALE `
1
ASPHALT CONCRETE PAVEMENT, CL B
a
ASPHALT PATCH. .SEE DETAIL �
STA 1+20 TO 3 +72
2
CEMENT CONCRETE PAVEMENT
13
Y
3
CRUSHED SURFACING BASE COURSE
J
CL
TER
WHERE
4
ASPHALT CONCRETE PLACEMENT CL. G
15
g
SHOWN
APPROVED
a.
a
5
U
16
o
Sm
COLORED CONCRETE DELINEATION.
6
CEMENT CONCRETE CURB AND GUTTER.
17
GRAVEL BORROW
�.- .. `� I� \: ;`� lhn-
GUTTER PLAN DEPTH SHALL MATCH ASPHALT
�►
6
PAVEMENT THICKNESS OR 6" MIN. 2
14
SEE COR DETAIL F001 AND F008 AND DETAIL C13
Q.
7
DOWELED CURB SEE DETAIL 6
SEE GRADING PLAN FOR FLOW LINE ELEVATIONS
4"
3
8
C13
CEMENT CONCRETE BARRIER CURB. SEE COR DETAIL F001.
�
SEE GRADING PLAN FOR MEDIAN AND
4„ 1
„
a
1 4
9
LANDSCAPING AREA WHERE SHOWN ON PLANS
�3
GRADES SHOWN ARE APPROXIMATE
TYPICAL ASPHALT PATCH
Ujn.
SEE GRADING AND LANDSCAPING PLANS
SEE GRADING PLAN FOR SPECIFIC ELEVATIONS
10
REMOVE EXISTING PAVING
4
MATCH EXISTING ELEVATIONS AT
DETAI�-
ri
FACE OF BUILDING, OTHERWISE 2%
NO SCALE
11
RAILING AND CURB, SEE DETAIL 6 AND ELEVATIONS
0
GUTTER PAN SHALL SLOPE AWAY FROM CURB.
SHEET A3.3 AND A3.4.
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12' t I
60' #
73 -31'
BURNETT
CONSTRUCTION
LINE
w 39'
��Ac'IEc 14' t 26'
2-r I 4%, 2�
2%
1
�" 13 '
_ 6Z
4 "B" UNE SECTION A
NO SCALE
STA 10 +52.12 TO 11 +69.45
STA 14+11 TO 15+45
I IMITS OF CONSTRUCTION
AS SHOWN ON THE
GRADING PLAN
1-7'-24' 26' 26'
2" \U-
1.3 3
6" 4" 5
,4
6"
3
23.5' f
I
4 7 7
I
= 2� f i 2� El
1 f -
1. 2
r 7 _ -
�`
�1 l r
4„ 3
4" 10"
z
% 2
713 " LINE SECTION C
NO SCALE
STA 15 +98.91 TO 16 +46.39
STA 18 +49.94 TO 19 +49.45
STA 20 +35.85 TO 20 +83.3
FACE OF
BUILDING OR
RIGHT OF
WAY LINE
FACE OF
BUILDING OR
RIGHT OF WAY
LINE
SEE CENTERLINE
PROFILE SHEET -
It
12' f
12
3 4" -...j?
I[ 5) 4"
NOTES:
DESIGNED
NO SCALE `
1
ASPHALT CONCRETE PAVEMENT, CL B
12
ASPHALT PATCH. .SEE DETAIL �
STA 1+20 TO 3 +72
2
CEMENT CONCRETE PAVEMENT
13
COLORED PAVER, SEE DETAIL 2
3
CRUSHED SURFACING BASE COURSE
14
C13
ASPHALT TREATED BASE
TER
WHERE
4
ASPHALT CONCRETE PLACEMENT CL. G
15
CONCRETE. SIDEWALK BULB, SEE DETAIL 2
SHOWN
APPROVED
a
5
CEMENT CONCRETE SIDEWALK. SEE COR DETAIL F007.
SEE SHEET C14 FOR JOINT LA, OUT PLAN AND
16
GRIND AND REMOVE EXISTING PAVEMENT
COLORED CONCRETE DELINEATION.
6
CEMENT CONCRETE CURB AND GUTTER.
17
GRAVEL BORROW
�.- .. `� I� \: ;`� lhn-
GUTTER PLAN DEPTH SHALL MATCH ASPHALT
�►
6
PAVEMENT THICKNESS OR 6" MIN. 2
14
SEE COR DETAIL F001 AND F008 AND DETAIL C13
7
DOWELED CURB SEE DETAIL 6
SEE GRADING PLAN FOR FLOW LINE ELEVATIONS
4"
3
8
C13
CEMENT CONCRETE BARRIER CURB. SEE COR DETAIL F001.
�
SEE GRADING PLAN FOR MEDIAN AND
4„ 1
„
CURB LAYOUT
1 4
9
LANDSCAPING AREA WHERE SHOWN ON PLANS
�3
GRADES SHOWN ARE APPROXIMATE
TYPICAL ASPHALT PATCH
SEE GRADING AND LANDSCAPING PLANS
SEE GRADING PLAN FOR SPECIFIC ELEVATIONS
10
REMOVE EXISTING PAVING
4
MATCH EXISTING ELEVATIONS AT
DETAI�-
ri
FACE OF BUILDING, OTHERWISE 2%
NO SCALE
11
RAILING AND CURB, SEE DETAIL 6 AND ELEVATIONS
5
a
GUTTER PAN SHALL SLOPE AWAY FROM CURB.
SHEET A3.3 AND A3.4.
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4
4
4
1'
EXISTING PAVEMENT
TO REMAIN
LIMITS OF CONSTRUCTION
AS SHOWN ON THE
GRADING PLAN
'DERXI
17101 Corner
Tara m et rix, Inc.
Job No. Taooma, w�ahingbon
: 95000.00 Ref. North
363 —8700
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OREGON 3 383 -1!728
Sumner Portland 1000 UNW10 9L •
Membm of �VroMbotwe Sufte 406 ,p� '33788
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Bremerton TEXAS 7M An�rloan Urban Dedgn Seattle, Woohington f ; . n T —
All ti
Kirkland Houston unpublished and original appearing herein constitutes the , ' , Input ub of P41.6 121 -2720
un.uhlished and on final worts. of the Architect �� �_��
or,d may riot be duplicated, used, or disclosed 0 0 ?0 40 MoMtftb MWW �9n 2063 •2z -2742 v
without the written consent of the Architect. S
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51 6
BURNETT
CONSTRUCTION 4
"B" LINE
f
1
= vAR1E5�•� 14' f .,.. 25' f ' 0' f
� O' I
9 AQ ` E 1 4 ,s
"B" UNE SECTION B
NO SCALE
STA 11+069 TO 14+11
RIGHT OF
WAY
zi:0
EXISTING PAVEMENT EXISTING SIDEWALK
TO REMA N TO REMAIN
FACE OF
BUILDING OR
RIGHT OF WAY
LINE
"S" LINE SECTION D
NO SCALE
STA 16 +46.39 TO 18 +49.94
STA 19 +49.45 TO 20 +35.85
n
1 1.5'
FACE OF
BUILDING OR
RIGHT OF WAY
LINE
TO REMAIN
1
STA 12 +90.34 TO 13 +2414
DETAIL
NO SCALE
Department of Transportation — Transit Division U~ ":
6 -6 -00
RENTON TRANSIT CENTER 23oao7, 2
CITY OF RENTON owc. No.
TYPICAL ROADWAY SECTIONS SHT C12
SCAWIVEli NOV ' % 2W3
I
DESIGNED
B. PHILLIPS
D RA:
K D :
SCALE:
CDC
NTS
RECOM.
CONTRACT:
C03057C
i {ing County
APPROVED
1
STA 12 +90.34 TO 13 +2414
DETAIL
NO SCALE
Department of Transportation — Transit Division U~ ":
6 -6 -00
RENTON TRANSIT CENTER 23oao7, 2
CITY OF RENTON owc. No.
TYPICAL ROADWAY SECTIONS SHT C12
SCAWIVEli NOV ' % 2W3
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