HomeMy WebLinkAboutTRO4103430.42 (2),r-
a
0
w
ry
Ln
Q0
/
I
C`Y
1
C:j 1
Lf-,
Ln
Q0
0
/
z
J,.
r�
w
O
[r
NUMBER
CD
C-4
w
w
Cn
CD
0
---
0
0 5 10 20 40 60
SCALE IN FEET
50 RAINIER AVE S
�I
ADDENDUM NO 2: DELETE RAMP AT SE CORNER OF RAINIER AND 2ND. 1N GIACo 11-14-11 SURVEYED: KPG
5� wAsyl �yDRAWN BY: SOD
10 �
o r DESIGN BY: JLF
CHECK BY: NM
20320 w�
PROJ MGR: JF
IUNAL
REVISION DESCRIPTION BY APP. DATE FILE: 0655dREST01.dwg
51
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
]p4Q " - CITY OF RENTON
=�
753 9th Avenue N 2502 Jefferson Avenue BID Public Works Department
Seaftle, WA 98109 Tacoma, WA 98402 DOCUMENTS
(206) 286-1640 (253) 627-0720 APPRDD FOR CONSTRUCTION
www,kpg,com BY: DATE: �t
GENERAL CONSTRUCTION NOTES
1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. '� p
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 1326-141,
9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE
PLANS.
10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS
208-q 216.
11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHED
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,
r
T=3430 4
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
17
EXISTING CONDITIONS
65
SITE PREPARATION & TESC PLAN
79
ALIGNMENT PLAN
ALIGNMENT PROFILE
91
-
DRAINAGE PLANS
-
DRAINAGE PROFILE
-
WATER PLAN
-
WATER PROFILE
-
JOINT UTILITY TRENCH PLAN
-
JOINT UTILITY TRENCH PROFILES
-
PROPERTY RESTORATION PLANS
-
CHANNELIZATION & SIGNING PLAN
227
ILLUMINATION PLANS
-
IRRIGATION PLAN
LANDSCAPE PLAN
t
RAINIER AVENUE S (SR 167)
S ORADY WAY rTO S 2ND ST
PROPERTY RESTORATION PLANS
STA 49+00 TO STA 53+25
DRAWING NO. 20
,.ROJEC T INO. TED4034 0
FED AID NO.-CM0167(048)
DATE: NOV 2011
SHEET NO. 205 OF 304