HomeMy WebLinkAboutTRO4103430.32 (2)EL
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GENERAL CONSTRUCTION NOTES
A 10+25.96, 130.20' LT 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS.
' '•� 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE.
\ ♦♦ o 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO
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\ :•3•: ♦♦ BOW 1 PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT.
\ ...� ♦ HONDA
\� 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK
;5:
♦ WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS
D ♦ HOURS.
I '7'
O I & ♦•�
'1 :10: ♦ ' 9 ' 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND
e
-< \ °D \ ♦ SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS
------------------------
�-� D 69-
79.
°
11
° '` 6. FOR CONSTRUCTION PHASING SEE CONSTRUCTION PHASING PLANS SHEETS
a°37-54,
7. S CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE
CC
)
D COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE
L------� \--------�
° •° e • D. �• D ° 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
----- r-------------- --1 PLANS.
\\ \ I I I I \\ LLJ w 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS
208- 216.
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\ I L I
I \ \\ I I I I \ CD 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS
� SR 167 I 10 � \ \ I I 11` I i RAINIER AVE S + 164- 173.
CY,\\ \\ II II I N 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER
\ \ I I I I Q URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269-281.
\ \ cn
\\ \\ I I I z 13. FOR ALL LOCATIONS WHE:RE 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
\ \ I I I (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81-92", AND PLAN
1 \ I I I I DIMENSIONS SHOWN.
\ `-------1i--------I L - - - - - - - - - - - - - - - --
I _
- - - - \\ �"° 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS
.. - POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES,
\ \ \ • 10. - 4. ° r-(° • ° - -Pry ° ° ° ..- �--Z _ Al.
NOTES
Z.
9 CONSTRUCTION
1
MATCH EXISTING
_ - \� \ •• / CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN
j 1 •7
- ° .8: 5 F 10.42 00.
1 BOW / STA 11 +65.04,
\ :13: / 5 67.23' RT ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL
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♦` � \ •12 ° ° ' 4'' E SOUND FORD AND HMA WEDGE DETAIL_, SHEET 24.
�♦ \� \ D D CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F-30.10-01 TO
O MATCH EXISTING CONCRETE WALKWAY.
a ••7 STA 11 5.81, 88.29 RT
.'. 8
♦ \ °a ' ?•'
CORRESPONDING SHEETS
0 5 10 20 40 60
SCALE IN FEET
' I NUMBER I REVISION DESCRIPTION
YANKEE �
GRILL
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
11-14-11 SURVEYED: KPG
ioGlAco WAsNf� y� DRAWN BY: SOD
co DESIGN BY: JLF
CHECK BY: NM
20320 w�
�FGISTCR�`{ PROJ MGR: JF
BY APP- DATE FILE: 0655dREST01.dwg
v �v
STA 11 +17.82, 111 .28' RT
PT, STA 11+01.72, 130.2 RT
PC, 9.5' R, STA 10+96,82, f 32.93' RT
STA 10+86.95, 135.22' RT
POINT LAYOUT TABLE BOW 1
BACK OF SIDEWALK 1
# :
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
1
10+28.85
118.20' LT
PC
28.51'
81.50'
2
10+31.12
110.54' LT
MIDPT
28.473
3
10+34.14
103.13' LT
PCC
28.43'
20.00'
4
10+40.35
95.50' LT
MIDPT
28.53'
5
10+49.45
91.76' LT
PRC
28.70'
43.00' & 0.75'
6
10+69.97
82.98' LT
MIDPT
29.04'
7
10+83.33
65.10' LT
PRC
29.03'
76.50'
8
10+93.92
62.31' LT
MIDPT
29.15'
9
1 11 +04.79
61.07' LT
PT
29.31'
10
10+49.62
90.22' LT
PC
28.71'
41.50'
11
10+68.61
82.14' LT
MIDPT
-
12
10+81.36
65.92' LT
PRC
29.03'
0.75'
3P4Q
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www,kpg,com
POINT LAYOUT TABLE BOW 2
BACK OF SIDEWALK 2
# :
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
1
10+87.72
138.23' RT
PC
27.95'
32.00'
2
10+91.52
113.12' RT
MIDPT
27.91'
3 1
4
11+12.41
11+28.59
98.69' RT
88.99' RT
PRC
MIDPT
28.36'
29.60'
28.00' & 0.75'
5
11+34.94
71.24' RT
PT
29.74'
6
11+34.94
62.98' RT
AP
29.59'
7
11+12.12
97.22' RT
PC
28„16'
26.50'
8
11+27.43_
88.04' RT
MIDPT
9
11+33.44
71.24' RT
PT
29.72'
10
11+33.44
67.13' RT
PRC
29.63'
0.75'
11
10+84.63
112.78' RT
PC
27.78'
21.07'
12
10+89.51
98.57' RT
MIDPT
-
13
11 +02.62
91.22' RT
PRC
28.00'
0.75'
14
11+02.84
92.71' RT
PRC
28.02'
19.57'
15
10+90.67
99.53' RT
MIDPT
-
16
10+86.13
112.72' RT
PRC
27.80'
0.75'
17
1 11 +34.94 7
67.13' RT
PT
29.67'
CITY OF RENTON
BID
Public Works Department
DOCUMENTS APPROVED FOR CONSTRUCTION
BY: A DATE: 14eJ lr
CATEGORY
SHEET
RIGHT OF WAY PLANS
7
EXISTING CONDITIONS
55
SITE PREPARATION & TESC PLAN
ALIGNMENT PLAN !
�69
81
ALIGNMENT PROFILE -
93
DRAINAGE PLANS
1 104
DRAINAGE PROFILE
114
WATER PLAN
132
WATER PROFILE
JOINT UTILITY TRENCH PLAN
1 -16
164
JOINT UTILITY TRENCH PROFILES
180
PROPERTY RESTORATION PLANS
-
CHANNELIZATION & SIGNING PLAN
217
ILLUMINATION PLANS
228
IRRIGATION PLAN
282
LANDSCAPE PLAN
294
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
PROPERTY RESTORATION PLANS
STA 8+98 TO STA 12+00
DRAWING NO.
195
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 195 OF 304