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TACO BELL
PROPERTY RESTORATION LEGEND
4
NUMBER REVISION REVISION DESCRIPTION'
COMMERCIAL HMA PAVEMENT AREA
CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT
PROPERTY LINES
SAWCUT LINES
RIGHT OF WAY LINES
EASEMENT LINES
APPROXIMATE CONSTRUCTION LIMITS
BY I APP.I DATE
NOTE:
FOR FIRESTONE FRONTAGE
IMPRnVFMFNTq qFF nFTAII
0 5 10 20 40 60
SCALE IN FEET
0,*�NGIAC
�?
1�5 WAsV/ I ��, I
0
Ir 70
L � C'
11-14-11
SURVEYED:
KPG
DRAWN BY:
SOD
DESIGN BY:
JLF
CHECK BY:
NM
PROD MGR:
JF
FILE: 0655dREST0I.dwg
OREILLY'S
POINT LAYOUT TABLE BOW 11
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
CD 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.
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9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM'. DRAINAGE
CD
CD PLANS.
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10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS
208-216.
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11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS
164-173.
BACK OF SIDEWALK 11
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
4
44+51.25
58.00' LT
PC
30.69
10.00
5
-
44+55.51
58.95' LT
PT
30.74
6
----
44+62.08
62.05' LT
PC
30.85
-
10.00,
7
44+66.34
63.00' LT
PT
30.90'
KPG
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg.com
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,
CONSTRUCTION NOTES
MATCH EXISTING
CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE
YPE 6 PER WSDOT STD PLAN F-10.42-00.
@) RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24.
RECONSTRUCT HMA PARKING LOT. SEE HMA PARKING AND DRIVEWAY PAVEMENT DETAIL
AND HMA WEDGE DETAIL, SHEET 24.
14 FOR BACK OF SIDEWALK LAYOUT POINTS, SEE FIRESTONE FRONTAGE IMPROVEMENTS DETAIL, SHEET
207.
19 CONSTRUCT CEMENT CONCRETE SIDEWALK PER FIRESTONE PROPERTY RESTORATION DETAIL, SHEET
207.
T-3430143
POINT LAYOUT TABLE BOW 12
-
BACK OF SIDEWALK 12
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
1
42+66.98
62.36' RT
AP
30.23'
2
42+75.90
59.16' RT
PC
30.21'
-
20.00
1 3 1
44+82.63 1
58.00' RT
PT
30.21'
CITY OF RENTON
BIDPublic Works Department
DOCUMENTS APPI3,04D FOR CONSTRUCTION
BY: DATE:1/0//�,
we]
CATEGORY
SHEET
RIGHT OF WAY PLANS
15
EXISTING CONDITIONS
63
SITE PREPARATION & TESC PLAN
7711
-
ALIGNMENT PLAN
0
89
ALIGNMENT PROFILE
101
DRAINAGE PLANS
112
DRAINAGE PROFILE
WATER PLAN
140
WATER PROFILE
154
JOINT UTILII Y TRENCH PLAN
172
JOINT UTILITY TRENCH PROFILES
188
PROPERTY RESTORATION PLANS
CHANNELIZATION & SIGNING PLAN
225
ILLUMINATION PLANS
236
IRRIGATION PLAN
LANDSCAPE PLAN F
/1290
302
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
PROPERTY RESTORATION PLANS
STA 42+00 TO STA 45+00
DRAWING No.
203
PROJECT NO.
TED403430
FED AID NO.
-CM01 671048)
DATE:
NOV 2011
SHEET NO. 203 OF 304
-