HomeMy WebLinkAboutSWP2703426.31SECT.18 T.23N. R.5E., W.M.
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&ATTUCHK
TA 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
PC -
14+55.65
FLOWLINE
17.65' RT
ELEVATIONS:
A =
89°53'58"
BEGIN 25.08'
R =
9.5'
1/4A 25.06'
L =
14.94'
1/2A 25.04'
T =
9.48'
3/4A 25.02'
PT -
14+65.15
END 25.00'
27.17' RT
R2 CURVE DATA
HORIZONTAL
VERTICAL
PC -
15+00.48
FLOWLINE
28.14' RT
ELEVATIONS:
A =
90°35'18"
BEGIN 25.13'
R =
10.5'
1/4A 25.18'
L =
16.60'
1/2A 25.20'
T =
10.61'
3/4A 25.13'
PT -
15+10.98
END 25.03'
17.53' RT
DMJM HARRIS AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220
SHATTUCK STA 14+10.72, 17.65' RT
BEGIN CEMENT CONC. TRAFFIC CURB
AND GUTTER
MATCH EXISTING CURB
C LJ A T T I I (` I! C T A 1 n I r) A Q G Z n' I T
L-) L V11 V VI 1 nl I NJ L11 V I\ I LI V V L I 1I L--
SHATTUCK STA 14+44.18, 30' LT
END CHAIN LINK FENCE TYPE 6
S. 6 TH
STA 60+25.20) 18.00' R1
S. 6TH STA 60+31.20, 17.18' RT
O END CEMENT CONC. TRAFFIC CURB AND
ry GUTTER AND SIDEWALK
MATCH EXISTING CURB
c�
ROADWAY SECTION C
W
i
0
LO 30
L
J I/1 IJTV/.JL, 1 /.Liu 1\ I �J
C- r- T I I C- T A C n i 7 -1 n A A O A A I T
ULUIIN I�LIVILI\1 I VUIVIi. I1\/-\I I Ili liVl\U
AND GUTTER
MATCH EXISTING CURB
r-P-N1 P-R A I ICI r)TP-C•
1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN.
2. PROTECT MONUMENT CASE AT SHATTUCK STA 14+82.30
ROADWAY SECTION D ROADWAY SECTION E
ROADWAY EXCAVATION INCL. HAUL = 241 CY
SHATTUCK STA 14+02, 19' LT
END ASPHALT SWALE EXISTING GROUND
ELEV = 25.26'
SWALE GRADE LINE
- - - - - - -- ----------------
0.42% SWALE SLOPE
In Ln 0�
Ln co c0
N N N N
14+00 15+00 16+00 17+00
PROFILE
SCALE: H: 1 " = 20'
V: 1 = 5
w' M4, [t
ly
15. 0029998 /
21-4�
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
NO.
REVISION
DESIGNED:
Y.JIANG
DRAWN:
Y.JIANG
CHECKED:
A. LASZLO
APPROVED:
R.MEYER
SCALE: 1 .,=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
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LEGEND
CEMENT CONC. SIDEWALK PER CITY OF
RENTON STD PLANS F005
CONSTRUCTION NOTES:.
O2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C.
SEE DETAIL DWG RD01.
O3 SIDEWALK RAMP TYPE 5 PER DETAIL ON
DWG RD01.
O4 CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
SEE DETAIL DWG RD01.
CONSTRUCT FLOWLINE OF
CURB AT CONSTANT
OSLOPE
GIVEN FROM STA 15+11.99,
ELEV. 25.71
TO STA 18+89.84, ELEV.
27.53.
OSEE
CITY OF RENTON STD.
PLAN L002
FOR FENCE DETAILS.
7
TYPE 2A SIDEWALK RAMP
PER RENTON
STD. PLAN DWG. F011.
8
TYPE 3A SIDEWALK RAMP
PER RENTON
STD. PLAN F012.
ONOT
USED.
CEMENT CONC. DRIVEWAY
ENTRANCE TYPE A.
10
SEE DETAIL DWG RD01.
D 3426
RAINIER AVE S (SR 167) UAIL:
IMPROVEMENTS PROJECT FIELDBOOK:
j% CITY OF PHASE 1 PAGE:
RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
Public Works Dept. ROADWAY PLAN AND PROFILE RP02
FED AID NO.: ARRA-0167(044) STA 13+50 TO STA 17+50 SHEET: 1 6 OF:48
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