HomeMy WebLinkAboutR-385311w
>
Q
S
Q0
LO
Ln
i
cn
0
z
Q
n,
0
0
m
0
0
W
m
r�
0
n,
z
0
0
U
w
0
I
z
0
Q
z
0
cn
z
0
0
0
0
U
z
w
w
CD
Q
z
Q
z
0
0
m
cn
z
0
0
VARIES PER PLAN
MATCH
EXISTING_
ROADWAY SECTION - TYPE A
NTS - STA:10+68.87 TO STA:13+07.46
3'
6.5' 2'
SIDEWALK
CURB /
5 /
12
1.75% /
8
11 \ \
*OR AS REQUIRED FOR
STORM IMPROVEMENTS
3'
ROADWAY SECTION - TYPE B
NTS - STA:13+07.46 TO STA:14+12.75 (TRANSITION TO SECTION C STA14+12.75 TO STA14+24.75)
5' 1 1 ' 0. 5' TO 6.5' 6' 2'
PLANTER/ SIDEWALK
13 I CURB
6' 6 10' 5
/
1.75% 1.75% /
—r =—
4 II 9 II \
2 11 \ \
\
1 3
*OR AS REQUIRED FOR
ROADWAY SECTION - TYPE C STORM IMPROVEMENTS
NTS - STA:14+24.75 TO STA:21 +92.91
PLAN
STREAMBED COBBLES PER
WSDOT STD SPEC 9-03.1 1(2)
ir)
�INSTALL SOD AND
6" TOPSOIL
a o -
o Of -
0
N
SUBSURFACE DRAIN
NTS
CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE PER
WSDOT STD. SPEC. 9-33.2(1)
360'
MIN. GRAVEL BACKFILL
FOR DRAINS PER WSDOT STD.
SPEC. 9-03.12 (4)
PLANTER SECTION
SIDEWALK FINISH
GRADE
TYPICAL ROADWAY NOTES:
O1 2" HMA, CLASS 1 /2" PG 64-22
T 4" ASPHALT TREATED BASE
O3 4" CEMENT CONCRETE SIDEWALK PER CITY OF RENTON
STD PLAN 102.
O4 6" CRUSHED SURFACING BASE COURSE
O5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY
OF RENTON STD PLAN 101. DEPRESSED CURB SECTION
AT DRIVEWAY TYPE R1 AND R1 B PER CITY OF RENTON
STANDARD PLAN 104-104.4. DEPRESSED CURB SECTION
AT DRIVEWAY TYPE A PER DETAIL ON SHEET C3.04. SEE
SHEETS C3.00-3.02 FOR FLOWLINE ELEVATIONS, AS
SHOWN IN PROFILE.
O6 SAWCUT 24" MIN FROM EDGE OF PAVEMENT, UNLESS
SHOWN OTHERWISE ON PLANS.
O7 SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY.
SUBGRADE TO CONSIST OF UNDISTURBED NATIVE
MATERIALS OR GRAVEL BORROW.
O FINISH GRADE NOT TO EXCEED 4:1 IN CUT/FILL AREA,
UNLESS SHOWN OTHERWISE ON PLANS.
O9 SUBSURFACE DRAIN AND SWALE. SEE DETAIL ON THIS
SHEET.
10 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR
DETAILS.
11 4" CRUSHED SURFACING BASE COURSE
12 4" CRUSHED SURFACING BASE COURSE BETWEEN BACK
OF WALK AND EXISTING RETAINING WALL FROM STA
10+70 TO 1 1 +70
13 GRIND EXISTING PAVEMENT (MIN 2" BELOW PROPOSED
FINISHED GRADE
SIDEWALK FINISH
GRADE
6" TOPSOIL
1'
4 4 z]
III I' in
STREAMBED COBBLES PER
WSDOT STD SPEC 9-03.1 1(2)
PLANTER SWALE
NTS
SIDEWALK FINISH GRADE co
0 0 0 0
LLJ 5�) 4 —�Tm)
0 0 0 0 0
o CONSTRUCTION
04 GEOTEXTILE
GRAVEL BACKFILL 36" FOR UNDERGROUND
FOR DRAINS PER MIN. DRAINAGE PER
WSDOT STD. SPEC. WSDOT STD. SPEC.
9-03.12 (4) 9-33.2(1)
BEHIND SIDEWALK SECTION
SIDEWALK FINISH
DRIVEWAY GRADE
30'
ROW
7' _, _ 13'
SIDEWALK SB TL
5.5'
S TB RN
5.5'
SB TRN
10
30'
ROW
18'
NB TL
EXIST I EXIST
-TT-TTI TTTTTT TT--TT-TTT- TT--TT--TT-7
III I I I III III III_
FULL ROADWAY SECTION - 1 (APPROX. STA 10+80
NTS
7'
SIDEWALK
30' 30'
ROW
16'
SB TL
777
EXIST
T�-TT -TTI -TTT
5' 1 1 '
NB TL 10 NB TL
I
13
6' 6 10'
----- --
FULL ROADWAY SECTION - 2 (APPROX. STA 13+95)
NTS
30'
ROW
7' _ , _ 16'
SIDEWALK
SB TL
5'
NB TL
I
13
6'
EXIST
--TT 771=--TT-TTI -TTI, TT, TT- ---
I I I -
ROW
6.5'
SIDEWALK
CURB
30'
2'
ROW
1 1 ' 6.5' 6'
10 NB TL PLANTER/ SIDEWALK
CURB
10'
-11 III III Ili III
6.5'
SID WALE
CURB
2'
J
J
3
IC/)
Iw
I
ICI z
w
w
Q z
0
�>
N w
w
0
z
c�
I
0
0
rP E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 I f. 425.827.5043
......................................................
Civil I Structural I Planning I Survey
www. paceengrs.com
C�
°
Z
Eo
0
__ r 0
Cf)
Q
d Z N
�'0
Cn
r-
m
> c_ N
O
0
C
U
C
CL
m
L�U/
' �
d
LL
) O
Ad
N
m
m
U
FULL ROADWAY SECTION - 3 APPROX. STA 17+35
( ) J w
NTS
a a a a
4 4
4 4 Q 4_ 4
Q0
0 ui
III _ o 0 0 0 0
o CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE PER
WSDOT STD. SPEC. 9-33.2(1)
36"
MIN. GRAVEL BACKFILL
FOR DRAINS PER WSDOT STD.
SPEC. 9-03.12 (4)
DRIVEWAY SECTION
Q
3
Z
W Zp
Of
Q F—
0
_ 0
Z
0
Z
=
W Q
Q (n
c� Q
Z F-
W
p W
O
Z
Of
LLj
Q
�
Q
Z
p
Q
Of
Tom
SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TIC
RN
JOB NUMBER
0 5 10 20
15465
VERT.
SHEET:
Scale In Feet
C3.03
0 10 20 40 CALL BEFORE
HORIz. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA)
SHEET# 11
of 20