HomeMy WebLinkAboutD-373111E
s
30'
14'
z PERVIOUS CONCRETE BIORETENTION SWALE�
SIDEWALK 2 OR PLANTER C-4,C-5 0.5'
o C-10
3;
C(Jr 1.5%
0
EXISTING PARKING LOT
VARIES
0.5'
5'
PERVIOUS CONCRETE
SIDEWALK
VARIES
1.5% C-10
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER WSDOT STANDARD
PLAN F-10.12-03 (TYP) -
H-LINE
30'
LANE
2%
6" HMA CL 1/2" PG 64-22 (TYP)
6" CSBC (TYP)
COMPACTED SUITABLE
BASE MATERIAL
LANE STRIPING
16'
LANE
15'
LANE STRIPING
2%
6.0,
PERVIOUS CONCRETE
SIDEWAL
C-10
1.5%
10' 12.5'
LANE CnNCRFTF SInFWAl K ,-c
ll--ill=III;-=�11-
STA
1 41 +61 .68 TO STA 1 42+65.84
TYPICAL SECTION
STA
144+48.23 TO STA 145+43.40
CEMENT CONCRETE
PEDESTRIAN CURB,
SCALE: NTS
C-8,,C
9 STA
1 47+56.20 TO STA 1 47+89.38
PER WSDOT STANDARD
PLAN F-10.12-03 (TYP)
4" COMMERCIAL HMA
STA 1 41 +61 .68
TO STA
1 42+83.84
STA 1 44+55.59 TO STA 1 45+ 1 3.1 3
STA 1 44+48.23
TO STA
1 45+97.57
STA 147+38.20
TO STA
147+89.38
H-LINE
30'
_
30'
w 1 I 5 I b
PERVIOUS CONCRETE PLANTER
SIDEWALK
0.5' 1'
C-10
3
C( 1.5%
g.1 F\VV T _ 2%
VARIES, 12.0' MAX
LANE STRIPING
O
2» HMA CL 1 /2" PG 64-22
TOPSOIL, SEE I-� I -- I- I I- III- III ` COMPACTED SUITABLE
BASE MATERIAL
L-2
CEMENT CONCRETE 6" HMA CL 1/2" PG 64-22 (TYP)
EXISTING PARKING LOT TRAFFIC CURB AND GUTTER,
PER WSDOT STANDARD 6" CSBC (TYP)
VARIES PLAN F-10.12-03 (TYP)
0.5' LANE STRIPING-
5'
PERVIOUS CONCRETE
SIDEWALK
VARIES
1.5% C-10
'' I I--� 11=1 I I -=III_
CEMENT CONCRETE
PEDESTRIAN CURB,
PER WSDOT STANDARD
PLAN F-10.12-03 (TYP)
4" COMMERCIAL HMA
STA 1 44+ 1 9.85 TO STA 1 44+55.59
chZ11".16.
RECOMMENDED
FOR APPROVAL
BY
BY
VARIES, APPROX. 16
VARIES, 11' MAX
2%
�- 1- I I - 1 1 1T -1 I I-1
-I -
10' 12.5'
LANE
VARIES, 6' MAX
2%_
TYPICAL SECTION
SCALE: NTS C-,8,C, 9
STA 142+83.84 TO STA 144+48.23
STA 145+97.57 TO STA 147+38.20
7.5'
J
0
0
6.0' 7.5'
PERVIOUS CONCRETE z
SIDEWAL� 0
C-10
3. O01
CONCRETE SIDEWALK
1 .5% MAX
STA 144+26.31 TO STA 144+48.23
�N/AE AS NOTED i9 CITY OF 05/05/2017
"mRENTON HARRINGTON AVENUE NE PHASE II °°°°"
B. HORN
7K
J. WILSON DATUM .LL SUNSET COMMUNITY - GREEN CONNECTION G N.
w
E. EVANS �T Planning/Building/Public Works Dept. TYPICAL ROADWAY SECTION C-7
N0, REVISION BY DATE APPR °"OiED. ATCHISON NdL PCoxoxar �11 °f24
D-373111