HomeMy WebLinkAboutTRO4103430.174GENERAL CONSTRUCTION NOTES
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� REFERENCE POINT
FOR RAMP PLACEMENT
IS AT FACE OF GUTTER
TYPE PERPENDICULAR A
REFERENCE POINT
FOR RAMP PLACEMENT
IS Al FACE OF GUTTEFc
REFERENCE POINT
FOR RAMP PLACEMENT
IS AT FACE OF GUTTER
TYPE PARALLEL A
TYPE SINGLE DIRECTION A
CEMENT CONCRETE CURB RAMP REFERENCE POINT
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DENDUM NO 2: DELETE RAMP AT SE CORNER OF RAINIER AND 2ND.
' I NUMBER I REVISION DESCRIPTION I BY I APP. I DATE
J S 120
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11-14-111 SURVEYED: KPG
DRAWN BY:
KAT
DESIGN BY:
JLF
CHECK BY:
NM
PROJ MGR:
JF
FILE: 0655DALN01.dwg
SUBWAY
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END PROJECT
STA 53+20 '
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STA 52+31.85 =
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CONSTRUCTION NOTES
O MATCH EXISTING.
O5 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 DETAIL,
THIS SHEET, FOR RAMP PLACEMENT.
-STA 52+92.03, 28.95' LT Z�
® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02.
�g CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F-30.10-01. FOR DIMENSIONS,
SEE PROPERTY RESTORATION PLANS, SHEETS 195-205.
® 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,
THIS SHEET, FOR RAMP PLACEMENT.
-STA 52+68.01, 49.37' RT
-STA 52+88.33, 38.21' RT
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286.1640 (253) 627-0720
www.kpg,com
BID
DOCUMENTS
- CITY OF RENTON
..11
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE: �2
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,
& 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
a:
AND/OR PAVEMENT. CONSTRUCT
CONCRETE PER TYPICAL SECTIONS
SHEETS 19-23.
------- APPROXIMATE CONSTRUCTION
LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
T=343091
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
17
EXISTING CONDITIONS
65
SITE PREPARATION & TESC PLAN
79
ALIGNMENT PLAN
-
ALIGNMENT PROFILE
-
DRAINAGE PLANS
DRAINAGE PROFILE
-
WATER PLAN
----
WATER PROFILE
-
JOINT UTILITY TRENCH PLAN
-
JOINT UTILITY TRENCH PROFILES
PROPERTY RESTORATION PLANS
205
CHANNELIZATION & SIGNING PLAN--T
227
ILLUMINATION PLANS
-
IRRIGATION PLAN
-
_
LANDSC'APE PLAN
I --
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT PLAN
STA 49+00 TO STA 53+25
91
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 91 OF 304