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SCALE IN FEET
CONSTRUCTION NOTES
3� CONSTRUCT 6" CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13,
THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216.
(�) CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02.
® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19-23. FOR DIMENSIONS, SEE
PROPERTY RESTORATION PLANS, SHEETS 195-205.
10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194.
21 CONSTRUCT REINFORCED CEMENT CONCRETE RETAINING WALL. SEE WALL PLANS AND PROFILES, SHEETS
28- 33.
22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24.
29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27.
31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26.
33 ADJUST MONITORING WELL TO GRADE.
REVISION DESCRIPTION
•
WA
20320 w�
�FGISTf_
` IDNAL V
11-14-11
SURVEYED: KPG
DRAWN BY: KAT
DESIGN BY: JLF
CHECK BY: NM
PROJ MGR: JF
FILE: 0655DALN01,dwci
POINT LAYOUT TABLE MEDIAN 1
MEDIAN 1
# :
STATION
OFFSET
DESCRIPTION
RADIUS
3
12+56.31
13.50' RT
PC
886.50'
16
15+03.61
9.32' RT
PC
101.00'
17
14+88.87
10.50' RT
PR_C
889.50'
18
12+56.31
10.50' RT
PT
19
15+14.64
9.50' RT
AP
20
15+14.64
11.50' RT
AP
POINT LAYOUT TABLE GUTTER 1
GUTTER 1
•: # :•
STATION
OFFSET
DESCRIPTION
RADIUS
1
13+24.19
47.51' LT
PC
49.00'
2
13+34.44
45.37' LT
PT
3
13+75.96
37.15' LT
PC
51.00,
4
13+83.55
, 36.50' LT
_
PRC
LL6.50'
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg.com
BID
DOCUMENTS
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 T'`PICAL
SECTIONS AND DETAILS, SHEETS 19 - 25.
3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES,
& DETAIL SHEETS 28 - 35.
4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY
SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54.
5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS
55 - 68.
6. 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.
CONSTRUCTION LEGEND
NEW PAVEMENT AREA. INSTALL
NEW HMA ROADWAY PAVEMENT
SECTION AND OVERLAY PER
DETAIL, SHEETS 24-25, AND
TYPICAL SECTIONS,
SHEETS 19-23.
OVERLAY ONLY AREA.
INSTALL HMA OVERLAY PER
ROADWAY PAVING DETAIL,
SHEET 24, AND TYPICAL SECTIONS,
SHEETS 19-23.
CEMENT CONCRETE SIDEWALK
AND/OR PAVEMENT. CONSTRUCT
CONCRETE PER TYPICAL SECTIONS
SHEETS 19-23.
s - - - - - - - APPROXIMATE CONSTRUCTION
LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
4,106 R
CITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
L0.0
DATE: 112-010.1l2
T = 343082
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
; 8
56
EXISTING CONDITIONS
SITE PREPARATION & TESC PLAN
70
ALIGNMENT PLAN
-
ALIGNMENT PROFILE
94
DRAINAGE PLANS
105
DRAINAGE PROFILE
1142115
WATER PLAN
133
WATER PROFILE
147
JOINT UTILITY TRENCH PLAN
165
JOINT UTILITY TRENCH PROFILES
181
PROPERTY RESTORATION PLANS
196
CHANNELIZATION & SIGNING PLAN
i 218
ILLUMINATION PLANS
229
IRRIGATION PLAN
283
LANDSCAPE PLAN
I 295
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT PLAN
STA 1 2+00 TO STA 15+50
82
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. _ 82 _ OF 304
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