HomeMy WebLinkAboutTRO4103430.81L = 75.20' 1/2A 26.01' coo O
T = 40.13' 3/4A 26.19' oc0
PT - 151 +02.60 END 26.35'
43.51' RT YANKEE GRILL`
Q SEt htfvtKAL INU I t ID.
�Q
CD /
CONSTRUCTION NOTES
n 1 MATCH EXISTING
YANKEE:
/
�2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24.
Cn
CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE
WARNING SURFACE PER WSDOT STD PLAN F-40.15-01. SEE CROSSWALK RAMP REFERENCE
/ POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT.
- STA 10+52.22, 65.63' LT - STA 10+84.53, 75.51' RT
W
i CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-40.12-01. SEE CROSSWALK RAMP REFERENCE POINT
Q
DETAIL, SHEET 91, FOR RAMP PLACEMENT.
- STA 9+24.60, 66.36' LT - STA 9+66.37, 71.53' RT
ry
®8 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN
Ln
d") F-10.12-02.
co
i
z
a
W
U
w
D
NUMBER I REVISION DESCRIPTION BY APP. DATE
@9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19-23. FOR
DIMENSOOONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195-205.
10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194.
14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27.
15 CONSTRUCT CEMENT CONCRETE STAPLE CURB PER DETAIL, SHEET 24.
16 RECONSTRUCT CEMENT CONCRETE PANELS, SEE TYPICAL CEMENT CONCRETE PAVEMENT AND
CROSSWALK SECTION, SHEET 89.
28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 193-194.
31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26.
37 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27.
Sv4� Gw�
�o �I
2w�
��CISTf,"& 1�
E��'
I�NAL
11-14-11
SURVEYED:
KPG
DRAWN BY:
KAT
DESIGN BY:
JLF
CHECK BY:
NM
PROD MGR:
JF
FILE: 0655DALN01.dwg
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www,kpg.com
R2
INTERSECTION CURVE
DATA
HORIZONTAL
VERTICAL
PC -
148+89.92
DATA REF.
POINT
38.09' LT
ELEVATIONS:
A =
76-18-21
BEGIN
27.89'
R =
91.00'
Y4A
27.88'
L =
121.19'
Y2A
28.08'
T =
71.49'
3/4A
28.30'
PT -
11 +08.03
END
28.60'
46.50' LT
00
w
w
CD
N
z
U
Q
CONSTRUCTION LEGEND
NEW PAVEMENT AREA. INSTALL
NEW HMA ROADWAY PAVEMENT
SECTION AND OVERLAY PER
DETAIL, SHEETS 24-25, AND
TYPICAL SECTIONS,
SHEETS 19-23.
GENERAL CONSTRUCTION NOTES
1. ADJUST ALL SURFACE UTILITIES TO GRADE.
2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND
INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
SECTIONS AND DETAILS, SHEETS 19 - 25.
3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES,
OVERLAY ONLY AREA. & DETAIL SHEETS 28 - 35.
INSTALL HMA OVERLAY PER
ROADWAY PAVING DETAIL, 4'
SHEET 24, AND TYPICAL SECTIONS,
SHEETS 19-23.
5.
CEMENT CONCRETE SIDEWALK
AND/OR PAVEMENT. CONSTRUCT 6
CONCRETE PER TYPICAL SECTIONS
SHEETS 19-23.
APPROXIMATE CONSTRUCTION
LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
R4
INTERSECTION CURVE
DATA
HORIZONTAL
VERTICAL
PC -
151 +49.25
DATA REF. POINT
27.16' LT
ELEVATIONS:
A =
103-33-15
BEGIN
27.19'
R =
73.00'
Y4A
26.98'
L =
131.94'
1/2A
27.17'
T =
92.69'
3/4A
28.23'
PT -
11 +41.23
END
28.97'
48.50' RT
SEE GENERAL NOTE 15.
INTERSECTION CURVE
DATA REFERENCE POINT
l � 1
°
.m
CEMENT CONC.
STAPLE CURB
FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY
SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54.
FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS
55 - 68.
FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION
AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC
PLANS, SHEETS 69 - 79.
7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS
93 - 103.
8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND
SYSTEMS, SEE DRAINAGE PLANS & PROFILES.
9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS
AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS
132 - 159.
10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS,
SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173.
11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194.
12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE
BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND
SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS
195 - 205.
13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES,
SHEETS 208 - 215.
14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION
OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS,
SHEETS 269 - 281.
15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA
REFERENCE POINT DETAIL, SHEET 81.
16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY
LINES NOT SHOWN FOR CLARITY.
CEMENT CONCRETE TRAFFIC
CURB AND GUTTER
1'
.a
A
4 . i
a
INTERSECTION CURVE
DATA REFERENCE POINT
PR CEMENT CONC. PAVEMENT
CURVE DATA REFERENCE POINT DETAIL
NTS
45 ADJUST MONUMENT CASE AND COVER TO GRADE.
54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE
PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, SEE DECORATIVE
CROSSWALK TREATMENT DETAIL, SHEET 281.
55 SEE GENERAL CONSTRUCTION NOTE 14.
POINT LAYOUT TABLE MEDIAN 1
MEDIAN 1
STATION
OFFSET
DESCRIPTION
RADIUS
1
10+69.59
10.50' RT
PC
1.50'
2
10+69.59
13.50' RT
PT
*R
CITY OF RENTON
ML
Public Works Department
APPROVED FOR CONSTRUCTION
DATE: /A?1(0/ /L' .
l
T-343081
0 5 10 20 40 60
SCALE IN FEET
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
7
EXISTING CONDITIONS
55
SITE PREPARATION & TESC PLAN
69
ALIGNMENT PLAN
j
ALIGNMENT PROFILE
93
DRAINAGE PLANS
104
DRAINAGE PROFILE
114
WATER PLAN
! 132
� 1146
WATER PROFILE
JOINT UTILITY TRENCH PLAN
164
JOINT UTILITY TRENCH PROFILES
i 180
PROPERTY RESTORATION PLANS
195
CHANNELIZATION & SIGNING PLAN
ILLUMINATION PLANS
217
228
IRRIGATION PLAN
282
LANDSCAPE PLAN
294
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT PLAN
STA 8+98 TO STA 12+00
81
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO.
81 OF 304