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CONSTRUCTION NOTES
CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12
AND 13, PREVIOUS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216.
�8 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02.
C) CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19-23, AND DETAIL, SHEET 24.
FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195-205.
10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194.
11 CONSTRUCT STEEL SHEET PILE WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS
AND PROFILES, SHEETS 28-33. INSTALL PER SHEET PILE WALL DETAILS.
13 CONSTRUCT STRUCTURAL EARTH WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS
AND PROFILES, SHEETS 28-33, AND DETAILS, SHEETS 33.
15 CONSTRUCT CEMENT CONCRETE STAPLE CURB PER DETAIL, SHEET 24, WITHIN LIMITS SHOWN ON SHEET 92.
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.
' INUMBERI REVISION DESCRIPTION
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KAINItK VILLAUt RAILROAD R-O-W
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0 5 10 20 40 60
SCALE IN FEET
24 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA UNIT
PER DRAINAGE DETAILS.
- STA 30+32.27
25 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281. COORDINATE FRAME AND ANCHOR
INSTALLATION WITH CURB AND GUTTER
- STA 29+01.19
- STA 29+45.82
- STA 29+73.67
33 ADJUST MONITORING WELL TO GRADE.
36 FURNISH AND INSTALL PEDESTRIAN HANDRAIL, SEE DETAILS, SHEET 25
39 CONSTRUCT 10" REINFORCED CEMENT CONCRETE TRAFFIC CURB AND GUTTER WITH THICKENED CEMENT
CONCRETE SIDEWALK FOR PUMPSTATION ACCESS PARKING, STA 30+56.17 TO STA 31+50.94, LT,
PER DETAIL, SHEET 26.
40 FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL 4 PLAN AND DETAILS, SHEETS 25
AND 34-35.
42 AVOID BRIDGE PILE CAP, COLUMN, AND ABUTMENT. COORDINATE WORK WITH CITY PERSONNEL AND
BNSF RAILROAD.
56 CONSTRUCT CEMENT CONCRETE PAVEMENT AND RESERVOIR COURSE PER DETAIL, SHEET 89, AND
PANEL LAYOUT, SHEET 92.
11-14-11
SURVEYED: KPG
DRAWN BY: KAT
DESIGN BY: JLF J
CHECK BY: NM__
PROJ MGR: JF
FILE: 0655DALN01.dwg
KPG
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg.com
AID
DOCUMENTS
CITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
BY: .t-�� DATE:
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GENERAL CONSTRUCTION NOTES
1. SEE PREVIOUS SI`-IFFY°
MEDIAN 2
# :
STATION
OFFSET
DESCRIPTION
RADIUS
4
30+75.98
7.58' RT
PT
5
31+02.34
7.50' RT
PC
100.00'
6
31+19.24
6.06' RT
PT
7
31+72.47
3.06' LT
PC
100.00'
8
31+89.36
4.50' LT
PT
11
31+02.87
7.50' LT
PC
512.00'
19
31 +62.94
5.50' LT
AP
20 1
31 +62.94 1
3.46' LT
AP
CONSTRUCTION LEGEND
T=343086
NEW PAVEMENT AREA. INSTALL
NEW HMA ROADWAY PAVEMENT
SECTION AND OVERLAY PER
DETAIL, ShtE I S 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.
RESERVOIR COURSE NTH
CONSTRUCTION GEOTEXTILE FOR
SEPARATION. CONSTRUCT PER
TYPICAL SECTIONS, SHEETS
19-23.
APPROXIMATE CONSTRUCTION
LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
CATLE_GOR ,
I SHE I
RIGHT OF WAY PLANS
12
EXISTING CONDITIONS
60
SITE PREPARATION & TESC PLAN
74
ALIGNMENT PLAN
ALIGNMENT PROFILE
98
DRAINAGE PLANS
109
DRAINAGE PROFILE
119,120
WATER PLAN
137
WATER PROFILE
151
JOINT UTILITY TRENCH PLAN
169
JOINT UTILITY TRENCH PROFILES
185
PROPERTY RESTORATION PLANS
200
CHANNELIZATION & SIGNING PLAN
222
ILLUMINATION PLANS
233
IRRIGATION PLAN
LANDSCAPE PLAN y -- - f
299.�
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT FLAN
STA 20+00 TO STA 33+50
DRAWING NO.
86
PROJECTNO.
TED403430
FED AID NO.
- CM.0167(LOA5)
DATE:
NOV 2011
SHEET NO. 86 OF 304