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SCALE IN FEET I I r I I'Il T1I
PROPERTY RESTORATION LEGEND
COMMERCIAL HMA PAVEMENT AREA
CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT
PROPERTY LINES
-- - - - - -- SAWCUT LINES
— — — RIGHT OF WAY LINES
— - - — EASEMENT LINES
- - - - - - - - APPROXIMATE CONSTRUCTION LIMITS
GENERAL CONSTRUCTION NOTES
1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS.
2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE.
3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO
PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT.
4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK
WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS
HOURS.
5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND
SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS
69 -79.
6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS
37 -54.
7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE
COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE
ALIGNMENT PLANS, SHEETS 81 -91.
8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141.
9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE
PLANS.
10. FOR TREATMENT OF DRIVEWAYS SEE DRIVEWAY PLANS AND PROFILES SHEETS
208 -216.
11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS
164 -173.
12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER
URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281.
13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE
POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS
DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS
(SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN
DIMENSIONS SHOWN.
14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS
POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES,
T- 3430145
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
17
EXISTING CONDITIONS
65
SITE PREPARATION & TESC PLAN
79
ALIGNMENT PLAN
91
ALIGNMENT PROFILE
-
DRAINAGE PLANS
-
DRAINAGE PROFILE
-
WATER PLAN
-
WATER PROFILE
-
JOINT UTILITY TRENCH PLAN
-
JOINT U11UTY TRENCH PROFILES
-
PROPERTY RESTORATION PLANS
-
CHANNELIZATION & SIGNING PLAN
227
ILLUMINATION PLANS
-
IRRIGATION PLAN
-
LANDSCAPE PLAN
-
KAMY At JL UUKNLK UP KAINIGK ANU ZNU.
GIA 11 -14.11
OS�43, WA HO '69
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SURVEYED: KPG
DRAWN BY: SOD
DESIGN BY: JLF
CHECK BY: NM
PROJ MGR: JF
FILE: 0655dREST01.dwg
KPGr
7539thAvenueN 2502JeBersonAvenue BID
SeaMe,WA98109 Tamela,WA98402 DOCUMENTS
(206)286-1640 (253) 627 -0720
wxwkpgcom
°' - CITY OF RENTON
Public Works Department
APP V D FOR CONSTRUCTION
BY: DATE:�L
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
PROPERTY RESTORATION PLANS
STA 49 +00 TO STA 53 +25
DRAWINGNO. 205
PROJECT NO. TED403(0
FED AID NO. -C NOV 011
DATE: OV 2011
SHEET NO. 205 OF 304
REVISION DESCRIPTION
BY
APP.
DATE
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