HomeMy WebLinkAboutR-342616SECT.18 T.23N. R.5E. W.M.
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�SSTA 14+02.84
SHATTUCK STA 14+02.84, 17' LT _
BEGIN CEMENT CONC. SIDEWALK
BEGIN CEMENT CONC. TRAFFIC ,
CURB AND GUTTER
R1 CURVE DATA
HORIZONTAL
VERTICAL
PO -
14+55.65
FLOWLINE
17.65' RT
ELEVATIONS:
? =
89'53'58"
BEGIN 25.08'
R =
9.5'
1? 25.06'
L =
14.94'
D? 25.04'
T =
9.48'
0? 25.02'
PT -
14+65.15
EN D 25.00'
27.17' RT
R2 CURVE DATA
HORIZONTAL
VERTICAL
PC -
15+00.48
FLOWLINE
28.14' RT
ELEVATIONS:
? =
90'35'18"
BEGIN 25.13'
R =
10.5'
1? 25.18'
L =
16.60'
D? 25.20'
T =
10.61'
0? 25.13'
PT -
15+10.98
END 25.03'
17.53' RT
CD
EL
❑C
0
W
Ld
Cn
VARIES
CD ASPHALT SWALE
+ 14+C
Ir7 17.6
< r
~ PROPOSED
PAVING LIMIT
Ld
z
J
3" HMA
9 4 30' i�
1 �
t++++ +
+#++++f}�+++#+++ N -
s� � �` #++++++* *++*++41/
17' 0
- 15+00
vI
SHATTUCK AVE.
R1 �. _ R2
,h
.0 (n
l CD
SHATTUCK STA 14+10.72. 17.65' RT ICJi
BEGIN CEMENT CONC. TRAFFIC CURB
AND GUTTER
MATCH EXISTING CURB
DSTAS. 6TH
60+25,20, 18
.00' RT
17- S. 6TH STA 60+ 31.20, 17.18' RT
CD END CEMENT CONC. TRAFFIC CURB AND
CIL GUTTER AND SIDEWALK
�G:f MATCH EXISTING CURB
ROADWAY SECTION C
W
UA 35
SHATTUCK STA 15+08.00, 17' LT. 7
f' 30'
30' 5_ �
7CON-
--A C
3" HMA
0
a-
- � 5' 30' � �
® I p
n Cn
46-5% - -= 0_. 4_-_- -- I
SHATTUCK AVE. R/W LL 17' CD
I�
I� J
S H ATTU CK 2 16+00 SHATTUCK 1 17+00 �
STA 15+�7.42, 17' LT 2 5TA 16+46.16, 17' LT � SHATTUCK � 17.3' �
COMMERCIAL DRIVE) COMMERCIAL DRIVE STA 16+87.15, 17 LXD
- - ® (COMMERCIAL -DRIVE) Q
- F-
CONC. SIDEWALK
Fume) W
SHATTUCK STA 15+15.20, 17.54' RT z
END CEMENT CONC. TRAFFIC CURB J
AND GUTTER =
MATCH EXISTING CURB
SHATTUCK 8 LEGEND
STA 15+ 07.92 17.86 RT� �
CEMENT CONC. SIDEWALK PER CITY OF
RENTON STD PLANS F005
S. 6TH STA 60+35.78
BEGIN HMA OVERLAY
S. 6TH ��
STA 60+26.16, 17.28' RT
s
S. 6TH 8
STA 60+ 25.06, 18.44' LT
S. 6TH STA 60+ 31.0 4, 18.44' LT
BEGIN CEMENT CONC. TRAFFIC CURB
CONSTRUCTION NOTES:
AND GUTTER I CEMENT CONC. DRIVEWAY ENTRANCE TYPE C.
MATCH EXISTING CURB C2
V
JGG UGI/11L UYVV RUV1.
PLAN
SIDEWALK RAMP TYPE 5 PER DETAIL ON
GENERAL NOTES:
O
DWG RD01.
rr)
4
CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN.
O
O
SEE DETAIL DWG RD01.
2. PROTECT MONUMENT CASE AT SHATTUCK STA 14+82.30.
CONSTRUCT FLOWLINE OF CURB AT CONSTANT
O
SLOPE GIVEN FROM STA 15+11.99, ELEV. 25.71
ROADWAY SECTION D
ROADWAY SECTION E
Q
TO STA 18+89.84, ELEV. 27.53.
O
NOT USED
ROADWAY EXCAVATION INCL. HAUL = 241 CY
Li
I SHATTUCK STA 14+02, 19' LT
END ASPHALT SWALE EXISTING GROUND
p ELEV = 25.26'
In 30 SWALE GRADE LINE
0.427 SWALE SLOPE
C/)
W 1 'n
Ln
N
J 14+00
Ef
.9
LD
15+00
PROFILE
SCALE: H: 1 " = 20'
V: 1 = 5
35 TYPE 2A SIDEWALK RAMP PER RENTON
STD. PLAN DWG. F011.
TYPE 3A SIDEWALK RAMP PER RENTON
STD. PLAN F012.
0
30 Ln NOT USED.
CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
SEE DETAIL ❑1NG RD01.
25 <
Cf)
`n W
N N _Z
16+00 17+00 J
C�
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
20 0 20 40
V
SCALE IN FEET
DMJM HARRIS AECOM
10900 NE 8TH STREET, suRE rso
6ELLEWE, WASHIN[3TIDN 98DQ4
PF�E• (4�454-58DO FAX: (4�454
'
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
�:
1 =2D'
" E
AT
C NOT � INCH
SCALE ►uCCOROINGLY
H ,, 9m �,
'
DATUM
CITY OF
i RENTON
Public Works Dept.
FED AiD NO.: ARRA—O 167(D44)
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT
PHASE 1
SHATTUCK AVE S STORMWATER BYPASS
ROADWAY PLAN AND PROFILE
STA 13+50 TO STA 17+50
Lm":
n ,,
Y���
Fly :
PAGE
ORNN":
�-��'
NG Na.
RP02
°H ��
APPROVED.
FLMEYER
16 48
NO.
REVISION
I BY
DATE
_ APPR
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