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STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
,a ,
10 +28.85
118.20' LT
Y
28.51'
81.50'
2
10 +31.12
110.54' LT
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WATER PROFILE
3
10 +34.14
103.13' LT
PCC
28.43'
20.00'
4
10 +40.35
95.50' LT
/
-.
IRRIGATION PLAN
1!i
10 +49.45
1
PRC
28.70'
43.00' & 0.75'
6
1-
1 1
MIDPT
29.04'
7
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LLJ
PRC
29.03'
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8
10 +93.92
62.31' LT
MIDPT
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II
11 +04.79
67' LT
1.0
PT
/
'll 11
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28.71'
0
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82.14' LT
MIDPT
-
12
10 +81.36
65.92' LT
PRC
29.03'
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PROPERTY RESTORATION LEGEND
D COMMERCIAL HMA PAVEMENT AREA
0 5 10 20 40 60 D CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT
SCALE IN FEET PROPERTY LINES
-- - - - - -- SAWCUT LINES
- - - RIGHT OF WAY LINES
- - - EASEMENT LINES
- - - - - - - - APPROXIMATE CONSTRUCTION LIMITS
� V - Law µe§1 U' jw
8 => 5' �i -- - 8 - --
BOW STA 11 +65.04,
5 67.23' RT
4`14 1 SOUND FORD
> >.. .3: ,
15i .14,
STA 11 5.81, 88.29' RT
y(. 5 STA 11 +17.82, 1 28' RT
PT, STA 11 +01.72, 130.2 RT
PC, 9.5' R, STA 10+96.82, 32.93' RT
rt `'STA 10 +86.95, 135.22' RT
POINT LAYOUT TABLE BOW 1
BACK OF SIDEWALK 1
:• #.:
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
,a ,
10 +28.85
118.20' LT
Y
28.51'
81.50'
2
10 +31.12
110.54' LT
MIDPT
-
WATER PROFILE
3
10 +34.14
103.13' LT
PCC
28.43'
20.00'
4
10 +40.35
95.50' LT
MIDPT
-.
IRRIGATION PLAN
5
10 +49.45
1
PRC
28.70'
43.00' & 0.75'
6
1-
1 1
MIDPT
29.04'
7
iw
LLJ
PRC
29.03'
76.50'
8
10 +93.92
62.31' LT
MIDPT
-G-
li
II
11 +04.79
67' LT
1.0
PT
1
'll 11
10 +49.62
i
i RAINIER AVE S ��
28.71'
0
\
t
82.14' LT
MIDPT
-
12
10 +81.36
65.92' LT
PRC
29.03'
C4
13
11 +02.62
91.22' RT
PRC
28.00'
0.75'
14
11 +02.84
92.71' RT
PRC
28.02'
19.57'
1
10 +90.67
99.53' RT
MIDPT
-
16
10 +86.13
112.72' RT
PRC
27.80'
0.75'
17 J
11
+34.94
z
I
PT
29.67'
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PROPERTY RESTORATION LEGEND
D COMMERCIAL HMA PAVEMENT AREA
0 5 10 20 40 60 D CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT
SCALE IN FEET PROPERTY LINES
-- - - - - -- SAWCUT LINES
- - - RIGHT OF WAY LINES
- - - EASEMENT LINES
- - - - - - - - APPROXIMATE CONSTRUCTION LIMITS
� V - Law µe§1 U' jw
8 => 5' �i -- - 8 - --
BOW STA 11 +65.04,
5 67.23' RT
4`14 1 SOUND FORD
> >.. .3: ,
15i .14,
STA 11 5.81, 88.29' RT
y(. 5 STA 11 +17.82, 1 28' RT
PT, STA 11 +01.72, 130.2 RT
PC, 9.5' R, STA 10+96.82, 32.93' RT
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
28.47'
WATER PROFILE
3
10 +34.14
103.13' LT
PCC
28.43'
20.00'
4
10 +40.35
95.50' LT
MIDPT
28.53'
IRRIGATION PLAN
5
10 +49.45
91.76' LT
PRC
28.70'
43.00' & 0.75'
6
10 +69.97
1 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
11 +04.79
67' LT
1.0
PT
29.31'
10
10 +49.62
90.22' LT
PC
28.71'
41.50'
11
L
10 +68.61
82.14' LT
MIDPT
-
21.07'
12
10 +81.36
65.92' LT
PRC
29.03'
0.75'
GENERAL CONSTRUCTION NOTES
1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS.
2. ADJUST ALL SURFACE U11LITIES 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,
CONSTRUCTION NOTES T=3430135
Q1 MATCH EXISTING
�5 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN
F- 10.42 -00.
® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL
AND HMA WEDGE DETAIL, SHEET 24.
O9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO
MATCH EXISTING CONCRETE WALKWAY.
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'
WATER PROFILE
3
11 +12.41
98.69' RT
PRC
28.36'
28.00' & 0.75'
4
11 +28.59
88.99' RT
MIDPT
29.60'
IRRIGATION PLAN
5
11 +34.94
71.24' RT
PT
29.74'
6
11 +34.94
1 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 J
11
+34.94
67.13'
RT
PT
29.67'
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
7
EXISTING CONDITIONS
55
SITE PREPARATION & TESC PLAN
69
ALIGNMENT PLAN
81
ALIGNMENT PROFILE
93
DRAINAGE PLANS
104
DRAINAGE PROFILE
114
WATER PLAN
132
WATER PROFILE
146
JOINT UTILITY TRENCH PLAN
164
JOINT UTILITY TRENCH PROFILES
180
PROPERTY RESTORATION PLANS
-
CHANNELIZATION & SIGNING PLAN
217
ILLUMINATION PLANS
228
IRRIGATION PLAN
282
LANDSCAPE PLAN
294
r� -t < -tt SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 195
4'
OS4�GwAA CO�ry DRAWN BY: SOD Kp� CITY OF RENTON
1 2� BID "� S GRADY WAY TO S 2ND ST PROJECTNO. TED403430
$ DESIGN BY: JLF Public Works Department
753981 Avenue N 2502 Jefferson Avenue
CHECK BY: NM Sede,WA98109 Tacama,WA98402 DOCUMENTS FEDAIDNO. - CM0167(048)
P 20320 m� APPROVED FOR CONSTRUCTION PROPERTY RESTORATION PLANS
«E 1+ PROJMGR: JF (206)286 -1640 (253)627 -0720 DATE: NOV 2011
INUMBERI REVISION DESCRIPTION BY APP. DATE 'I�xaL FILE: 0655dREST01.dwg www.kpg.com BY: DATE: = STA 8 +98 TO STA 12 +00 SHEET NO. 195 OF 304
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