HomeMy WebLinkAboutTRO4103430.36 (2)NOTE:
FOR CURB LOCATIONS AT LITHIA DODGE CHRYSLER,
SEE POINT LAYOUT TABLE, THIS SHEET.
STA 264-10.35, 78.65' LT LITHIA DODGE CHRYSLER
BROWN BEAR., BEGIN CEM. CONC. TRAFFIC CURB
o CAR WASH
8 *15'
16
*16.-
9 :14*
4.
5 8. *10* "1
17*-
.2 2.-
8 :..7 o.
11 *. *.12.*-
16
D11
16
8 16
00
cr)
00
16 8 6
10 D11A
ti
Q:)
4f)
WALL
2
z,V-
014
25
tij
458.5' R
U7
0)
STA
26+23.20, 64.18' LT
END
CEM. CONC. TRAFFIC CURB
BEGIN
INTEGRAL CURB
26
SEE
ALIGNMENT PLANS, SHEET 85
4' R,
STA 28+74, 62.10'
RT
RAINIER AVE S 27
PT, STA
28+72.98, 64.97'RT
T, STA
28+45.59, 70,76' RT
L
STA 28+42.40, 62.51' RT
PC, 20' R, STA 28+41.17,
60.76' RT
Pr A, P
NOTE:
BOB BRIDGE SCION PROPERTY RESTORATION AND
DRIVEWAY CONNECTION TO BE
COMPLETED BY PROPERTY OWNER
AT BOB BRIDGE SCION PARCEL.
n
r--j
CN
CD
CN
CONSTRUCTION NOTES
01
MATCH EXI!STING.
CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F-10.42-00.
ED
@)
RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL,
SHEET 24.
Cn
Ld
RECONSTRUCT CONCRETE DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24.
Ln
Ln
Q0
CD '
@)
RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL
AND HMA WEDGE
DETAIL, SHEET 24.
0
@)
CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F-30.10-01
TO MATCH EXISTING
CONCRETE WALKWAY.
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02.
Li
C") I
1
ADDENDUM NO 2: PARCEL NO 37 FRONTAGE REVISIONS.
DDL JLF 12 15
Cn
' INUMBER I REVISION DESCRIPTION I BY I APP. I DATE
5
5
5
6 1 STA 26 7.40, 78. T' PC, 4' R
STA U�Zci-6-3,
STA 26+23.64, 6 77 . 06' RT
85.33' RT ST +24.42, 75.89' RT IHOP
POINT LAYOUT TABLE BOW 10
BACK OF SIDEWALK 10
SEE SHEET 198 FOR BOW 10 POINTS.
G 1A C,
WAS
0 5 10 20 40 60
SCALE IN FEET
11-14-11 SURVEYED: KPG
DRAWN BY:
STA 27+88.07, 62.42' RT
PT I \1'
STA 27+85.44, 66,1�' RT
POINT LAYOUT TABLE LITHIA DODGE CHRYSLER
7
5
CURB AT LITHIA
DODGE CHRYSLER
CURB AT LITHIA
DODGE CHRYSLER
STATION
OFFSET
DESCRIPTION
RADIUS
STATION
OFFSET
DESCRIPTION
RADIUS
26+23.20
64.18'
LT
17
28+02.44
67.66'
LT
PT
-1
2
26+20.39
67.64'
LT
18
28+39.78
63.250
L
3
26+38.91
78.74'
LT
PC
5.00'
19
28+39.98
75.72'
LT
PC
4.50'
4
26+48.07
74.74'
LT
PT
20
28+45.36
80.13'
LT
PT
5
26+48.28
67.87'
LT
PC
458.50'
21
28+73.87
79.72'
LT
PC
4.50'
6
26+91.61
68.05'
LT
22
28+79.06
75.29'
LT
PT
7
26+91.59
75.06'
LT
PC
3.00'
23
28+79.11
71.17'
LT
PC
4.94 no'j
8
26+95.11
78,06'
LT
PT
9
27+27.54
78.06' LT
PC
3.00,
10
27+31.06
75.06' LT
PT
11
27+31.03
68.05' LT
12
27+65.32
1 67.92' LT
13
27+65.37
76.43' LT
PC
3.00'
14
27+68.94
79.40' LT
PT
15
27+99.62
79.18' LT
PC
3.00'
116
1 28+03.12
1 76.16' LT
PT
Lir-01UN BY. %JLr-
753 9th Avenue N
2502 Jefferson Avenue
CHECK BY: NM
Seattle, WA 98109
Tacoma, WA 98402
(206) 286-1640
(253) 627-0720
PROJ MGR: JF
www.kpg.com
FILE: 0655dREST01.dwg
491:
B
DOCUMENTS APPROVE
BY: VZ' I
CITY OF RENTON
Public Works Department
FOR CONSTRUCTION
DATE.444
GENERAL CONSTRUCTION NOTES
1 CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS.
<_' TC
2. ADJUST ALL SURFACE UTILITIE....' � ) 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
7-54.
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.
TIO�j �)F 0-1
12. FOR DECORATIVE SIDEWALK PAVEMENT TREAIMENI' AND FOR IOCA R i ' 3 L U I "I
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,
PROPERTY RESTORATION LEGEND
COMMERCIAL HMA PAVEMENT AREA
CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT
PROPERTY LINES
SAWCUT LINES
RIGHT OF WAY 1LJNES
EASEMENT LINES
- - - - - - - - APPROXIMATE CONSTRUCTION LIMITS
CORRESPONDING SHEETS
RIGHT OF WAY PLANS
11
EXISTING CONDITIONS
59
SITE PREPARATION & TESC PLAN
73
ALIGNMENT PLAN
85
ALIGNMENT PROFILE
97
DRAINAGE PLANS
108
DRAINAGE PROFILE
117-119
WATER PLAN
136
WATER PROFILE
150
JOINT UTILITY TRENCH PLAN
168
JOINT UTILITY TRENCH PROFILES
184
PROPERTY RESTORATION PLANS
-
CHANNELIZATION & SIGNING PLAN
221
ILLUMINATION PLANS
232
IRRIGATION PLAN
286
LANDSCAPE PLAN
298
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
PROPERTY RESTORATION PLANS
STA 24+50 TO STA 29+00
DRAWING NO. _1 99
PROJECT NO. TED403430
FED AID NC). -0,',AQ'1_67'
D A'.'- E: -NOV 201
SHEET NO. 199 OF 304