HomeMy WebLinkAboutR-342617SECT.18 T.23N. R.5E. W.M.
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S STA 101 +50.00
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TRAFFIC CURB AND GUTTER
BEGIN DEPRESSED CURB AND GUTTER
S STA 100+77.18 S STA 101+43.18, 14.72' LT
BEGIN' CEMENT CONC. BEGIN HMA PAVEMENT 1i
TRAFFIC CURB AND GUTTER
S STA 101+19.96
S STA 100+69.05 BEGIN CEMENT CONC. S STA 102+50.00
END CEMENT CONC. �`� TRAFFIC CURB AND GUTTER ` 111_nl� END DEPRESSED CURB 13
TRAFFIC URB AND GUTTER ` 5 STA 1D1+12.D6 `, AND GUTTER
�' 1 YD A ,
SHATTUCK END CEMENT CONC. ',
N STA 17+74.58, 17' LT -TRAFFIC CURB AND GUTTER
CD COMMERCIAL DRIVE) GBEGI
S S A 100+44.20, 1D LT �� s STONE PLATE :A
N CEMENT CONC. MON. S4 WAY
0/28.6�,. 4 WELL SINCE 18D[.
TRAFFIC CURB AND GUTTER 1 15
(03 -�
CA DEWALK
Lij
-- --__ -
i• li S LINE 4
+4o
CD 18+00
+ r I.
14�
1 �
Ld SHATTUCK STA 18+87.86(D
y
�1
_ /• 11 S STA- 100+47.19, 10' RT
5
7c
10
UBEGIN CEMENT CONC. \ � 0\ 2
0 24 TRAFFIC CURB AND GUTTER \ 7�4G\
HOUSER WAY S. R/W
BEGINNING OF I
DEPRESSED CURB
NO PARKING
AND HEIGHT DEPRESSED CURB & GUTTER
TRANSITION 5, AS SHOWN IN DETAILS IN
CU B DWG RD02
FACE
OF ,
OF CURB �-�
CURB TRANSITION DETAIL
N TS
GENERAL NOTES:
1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN.
�$I-OOoL
19 - - -- ONE uA
` ROA4 AHEAD
----- --------------- _
-I-------���-
l
0
0
S. 4TH PL. R/W
Z
S ST 102+63.11, 20' LT
H A PAVEMENT
S STA 102+63.61, 10' LT&RT
END CEMENT CONC.
TRAFFIC CURB AND GUTTER
HATTUCK STA 21+54.63 1
�-- 102+00 - - 30� SHATTUCK AVE.
1❑
11
5 22+00
8' ]DIAL WAY- �� SHATTUCK AVE. R/W
1 t .�) S STA 21+93, 21 R
END CEMENT CONC
TRAFFIC CURB + aJTT
3
1 12 SHATTUCK STA 20 4.. 0 0 RTC 18
S STA 1 D1 +69.24E 1 D' S STA 21+47 21R
1 BEGIN CEMENT CONC
5 STA 101 + 30.27 TRAFFIC CURB + GUTTER L E G E N D
S STA 100+80.97
BEGIN CEMENT CONC. �. BEGIN CEMENT CONC. CEMENT CONC. SIDEWALK
TRAFFIC CURB AND GUTTER TRAFFIC �URB`yAND GUTTER PER CITY OF RENTON STD PLANS F005
S STA 100+72.84 00 S STA 101`+21 1�6
END CEMENT CONC. CONSTRUCTION NOTES:
END CEMENT CONC. � TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER INSTALLATION OF MONUMENT CASE AND COVER (BY OTHERS).
(D COORDINATE INSTALLATION WITH CITY OF RENTON.
16 12 7
�� 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C.
SEE DETAIL DING RD01.
� 15
3 SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RD01.
PLAN CONSTRUCT FLOWLINE OF CURB AT CONSTANT
SCALE: 1 " = 20' SLOPE GIVEN FROM STA 15+11.99, ELEV. 25.71 TO
STA 18+89.84, ELEV. 27.53.
11 SEE DWG RD02 FOR CEMENT CONC. CURB AND
GUTTER DETAILS.
12 BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019.
END PROJECT
END CONSTRUCTION
SHATTUCK AVE 22+33
ANGLE POINTS
POINT
STREET
LOCATION
S
LINE
STA
100+45.08,39.8'
RT
2
S
LINE
STA
100+51.51,38.9'
RT
S
LINE
STA
101+55.20,33.5'
RT
4�
S
LINE
STA
100+ 37.55,110.5'
R T
ROADWAY SECTION F `
I l ROADWAY
ROADWAY SECTION H.
ROADWAY
ROADWAY SECTION
T
ON G
.........:............................:............................. . .........:........
. : ROADWAY EXCAVATION
-INCL. HAUL = 336 CY
..... .... EXISTING BNSF RR
60' VC
OVERCROSSING
Ln VPI S STA = 101+65
_
Ln
SEE DWG RD03
~~ ~T
+ o VPI ELEV = 26.75
+ cn
FOR ADDITIONAL
o,N
o N
GRADING
;w
INFORMATION
z^
< w
< w VPI S STA 102+69.11
SHATTUCK AVE.
<0
� _j
(n J ELEV 28.37
-5 ('Yin
LU
LU
z.w00
cn
I
..�..
�.J
.0
C)0
�CL
-1. 08% '
j3
j>
1.7 5%
" !SHATTUCK
STA 18+54.68
PROFILE GRADE
' = S STA 100+00
- EXISTING GROUND
AND PIVOT POINT
VPI S STA 100+45.71
VPI 5 STA 102+63.61
=SHATTUCK STA. 19+00, 8.10 LT.
SHATTUCK STA.
21 +18.40, 10' LT
E L 28.04
ELEV 28.48
100+00
101 + 00
102+ 00
PROFILE
SCALE: H: 1 " = 20'
V: 1 " = 5'
SURVEYED;
DMJM HARRIS AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 980D4
PHONE: (425) 454-B00 FAX: (425) 45440220
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
DESIGNED: SCALE; 1 "=20'
_
Y. DARMAWAN
DRAWN:
Y.DARAAAWAN
CHECKED: ONE MlCH
A.L 7N ZLO A7 RILL IFNOT ONEE INCH
APPROVED, SCALE I)CORDrlGLY
NO- REVISION I BY DATE IdAPPR FLMEYER _
ROADWAY
SECTION J
TD SHATTUCK
STA 22+33
SEE DWG RD03
FOR ADDITIONAL
GRADING
INFORMATION
S. 4TH PL.
3(
MATCH EXISTING
S STA 102+69.61 2!
ELEV 28.20
S. 4TH PL. STA 39+89.66
= S STA 102+99.34
SHATTUCK STA 21 +52. 10' LT
vMMAL- MW 1988
HORIZONTAL- MAD 1983/1991
DATU M
103+00
CITY OF
RE
OR rrroN
rN
IA
Public Works Dept.
FED AID NO.: ARRA-0167(044)
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
13 SEE DWG RD02 FOR DEPRESSED CURB DETAILS
AND CURB TRANSITION DETAIL THIS SHEET.
14 SIDEWALK RAMP TYPE 2.
SEE RENTON STD. PLAN F011.
15 SEE DWG ST01 FOR SACRIFICIAL BEAM DETAIL
AND PLACEMENT LOCATIONS.
16 CONTRACTOR TO CONTACT BNSF WHEN WORKING
WITHIN BNSF R.O.W.
17 CEMENT CONC. DRIVEWAY ENTRANCE TYPE B.
SEE DETAIL DWG RD01 FOR DETAILS.
18 ADJUST EXISTING MONUMENT CASE AND COVER.
13 SEE DWG ST02 FOR HEIGHT DETECTION WARNING
SYSTEM DETAIL AND PLACEMENT LOCATIONS.
24 SEE DWG RD03 FOR INTERSECTION DETAILS.
20 0 20 40
SCALE IN FEET
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT EK
PHASE 1 PAGE;
SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
ROADWAY PLAN AND PROFILE RP03
STA 17+50 TO STA 22+33 -, . A