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QDOBA BLOCKBUSTER
29 14
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W77
STA 38 +55.47
RAINIER AVE S
1
39
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e
0
L ® i
R17 INTERSECTION CURVE DATA
HORIZONTAL
VERTICAL
PC -
40 +83.74
DATA REF. POINT
DATA REF. POINT
45.08' RT
ELEVATIONS:
A =
76 -04 -28
BEGIN 28.66'
R =
36.00'
1/4A 28.70'
L =
47.80'
1/2A 28.78'
T =
28.16'
3/4A 28.87'
PT -
450 +70.08
END 28.95'
END 29.14'
20.65' RT
46.77' RT
3AD PL $U
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e A U
R18
INTERSECTION CURVE DATA
HORIZONTAL
VERTICAL
PC -
450 +92.30
DATA REF. POINT
20
22.30' RT
ELEVATIONS:
A =
103 -56 -18
BEGIN 29.33'
R =
31.00'
%4A 29.21'
L =
56.24'
%2A 29.07'
T =
39.63'
3/4A 28.96'
PT-
41 +95.82
END 29.14'
45
46.77' RT
THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216.
GENERAL CONSTRUCTION NOTES
1. ADJUST ALL SURFACE UTILITIES TO GRADE.
449 +11.18 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND
INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
•� 4
STA 41 +66.35
� 4
STA 450 +75.07
R17
54 $'
IC
U1 2
SEE GENERAL NOTE 15.
SEE GENERAL NOTE 15.
r
- -
DATA REF. POINT
40 60
20
CONSTRUCTION NOTES
SCALE
54
BEGIN 29.27'
FEET
31.00'
Ot
MATCH EXISTING.
14
CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27.
Q2
PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24.
22
CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24.
449 +13.37
d
2g
45
a
THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216.
2.12' LT
3/4A 29.19'
PT-
1 1
1
30
�`
•13-
411
12
- STA 42 +00, 6.00' RT
�"
WSDOT STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP
"" ` " NEW HMA ROADWAY PAVEMENT
38 +45.16
1 1
35
FURNISH AND INSTALL PLAQUE. PLAQUE TYPE TO BE DETERMINED BY CITY. SEE URBAN DESIGN
39 =A:
- STA 40 +73.47, 49.45' LT - STA 40 +85.85, 64.47' LT
3.47' LT
4504;
;
- STA 41 +32.06, 61.61' LT - STA 41 +53.40, 47.20' LT
- APPROX STA 40 +78.1, 58.3' LT
13.
1
54 11 11
MEDIAN 4
37
CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27.
®
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02.
45
ADJUST MONUMENT CASE AND COVER TO GRADE.
Qg
CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE
54
14.
CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE
K'" C
PROPERTY RESTORATION PLANS, SHEETS 195 -205.
OVERLAY ONLY AREA.
PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, SEE
4
� 4
STA 450 +75.07
R17
54 $'
IC
U1 2
ru;
SEE GENERAL NOTE 15. AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC
PLANS, SHEETS 69 - 79.
R15 INTERSECTION CURVE DATA
SEE GENERAL NOTE 15.
SEE GENERAL NOTE 15.
PC -
0 5 10
DATA REF. POINT
40 60
20
CONSTRUCTION NOTES
SCALE
IN
BEGIN 29.27'
FEET
31.00'
Ot
MATCH EXISTING.
14
CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27.
Q2
PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24.
22
CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24.
449 +13.37
CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13,
2g
CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27.
a
THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216.
2.12' LT
3/4A 29.19'
PT-
41 +62.10
30
FURNISH AND INSTALL ADVANCE DIRECTIONAL FOOTING. SEE DETAIL, SHEET 281.
®
CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER
12
- STA 42 +00, 6.00' RT
�"
WSDOT STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP
"" ` " NEW HMA ROADWAY PAVEMENT
38 +45.16
PLACEMENT.
35
FURNISH AND INSTALL PLAQUE. PLAQUE TYPE TO BE DETERMINED BY CITY. SEE URBAN DESIGN
21
- STA 40 +73.47, 49.45' LT - STA 40 +85.85, 64.47' LT
3.47' LT
DETAILS, SHEET 281.
AP
- STA 41 +32.06, 61.61' LT - STA 41 +53.40, 47.20' LT
- APPROX STA 40 +78.1, 58.3' LT
13.
- STA 40 +97.54, 48.06' RT - STA 41 +13.98, 62.42' RT
TYPICAL SECTIONS,
- STA 41 +65.92, 68.03' RT - STA 41 +75.31, 54.12' RT
37
CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27.
®
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02.
45
ADJUST MONUMENT CASE AND COVER TO GRADE.
Qg
CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE
54
14.
CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE
K'" C
PROPERTY RESTORATION PLANS, SHEETS 195 -205.
OVERLAY ONLY AREA.
PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, SEE
OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS,
DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281.
10
CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194.
4
ru;
SEE GENERAL NOTE 15. AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC
PLANS, SHEETS 69 - 79.
R15 INTERSECTION CURVE DATA
HORIZONTAL
VERTICAL
PC -
40 +57.42
DATA REF. POINT
PC -
44.68' LT
ELEVATIONS:
A =
98 -39 -58
BEGIN 29.27'
R =
31.00'
%4A 29.19'
L =
53.38'
Y2A 29.11'
T =
36.08
3/40 29.03'
PT -
449 +13.37
END 28.92'
AP
15.51' RT
a
SECTIONS AND DETAILS, SHEETS 19 - 25.
3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES,
& DETAIL SHEETS 28 - 35.
4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY
SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54.
5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS
55 - 68.
6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION
I
R16
INTERSECTION
`}
w
DESCRIPTION
VERTICAL
PC -
x
J
DATA REF. POINT
0)
o
1 %30
0
A =
81 -29 -05
8
BEGIN 28.91'
R =
36.00'
w
�
L =
51.20'
AP
%2A 29.10'
a
N
R16
INTERSECTION
CURVE DATA
HORIZONTAL
DESCRIPTION
VERTICAL
PC -
449 +26.45
J
DATA REF. POINT
11.
20.98' LT
1 %30
ELEVATIONS:
A =
81 -29 -05
8
BEGIN 28.91'
R =
36.00'
Q
%4A 29.01'
L =
51.20'
AP
%2A 29.10'
T =
31.01'
2.12' LT
3/4A 29.19'
PT-
41 +62.10
40 +70.39
END 29.28'
PT
46.26' LT
12
SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS
7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS
93 - 103.
8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND
SYSTEMS, SEE DRAINAGE PLANS & PROFILES.
9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS
AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS
132 - 159.
10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS,
SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173.
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SEE GENERAL NOTE 15.
DESCRIPTION
RADIUS
6
38 +01.27
J
PT
11.
FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194.
1 %30
3.05' LT
=
101.00'
8
38 +71.56
4.50' LT
PT
Q
CONSTRUCTION LEGEND
12.
FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE
AP
202
10
40 +70.56
2.12' LT
BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND
3.88'
P
40 +70.39
9.88' LT
PT
NEW PAVEMENT AREA. INSTALL
12
SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS
�"
AP
"" ` " NEW HMA ROADWAY PAVEMENT
38 +45.16
195 - 205.
AP
21
SECTION AND OVERLAY PER
3.47' LT
AP
DETAIL, SHEETS 24 -25, AND
13.
FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES,
TYPICAL SECTIONS,
SHEETS 208 - 215.
SHEETS 19 -23.
14.
FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION
K'" C
OVERLAY ONLY AREA.
OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS,
INSTALL HMA OVERLAY PER
SHEETS 269 - 281.
4
ROADWAY PAVING DETAIL,
SHEET 24, AND TYPICAL SECTIONS,15.
FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA
22
SHEETS 19 -23.
REFERENCE POINT DETAIL, SHEET 81.
Z
®
^; CEMENT CONCRETE SIDEWALK 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY
LJ AND /OR PAVEMENT. CONSTRUCT LINES NOT SHOWN FOR CLARITY.
SUB CONCRETE PER TYPICAL SECTIONS
SHOP SHEETS 19 -23.
STA 450 +92.30 T=14MRR -- - - - - -- APPROXIMATE CONSTRUCTION
� LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
POINT LAYOUT TABLE MEDIAN 3 CORRESPONDING SHEETS
MEDIAN 3
. #:
STATION
OFFSET
DESCRIPTION
RADIUS
6
38 +01.27
6.08' RT
PT
5.54'
7
38 +54.49
3.05' LT
PC
101.00'
8
38 +71.56
4.50' LT
PT
JOINT UTILITY TRENCH PLAN
9
39 +13.23
4.50' LT
AP
202
10
40 +70.56
2.12' LT
PC
3.88'
11
40 +70.39
9.88' LT
PT
12
39 +13.05
7.50' LT
AP
20
38 +45.16
5.50' LT
AP
21
38 +45.16
3.47' LT
AP
POINT LAYOUT TABLE MEDIAN 4
MEDIAN 4
:•N,:
STATION
OFFSET
DESCRIPTION
RADIUS
1
41 +80.32
0.46' RT
PC
5.54'
2
41 +80.15
11.54' RT
PT
122
13
41 +80.33
2.46' RT
AP
JOINT UTILITY TRENCH PLAN
14
41 +80.18
9.54' RT
AP
202
CATEGORY
SHEET
RIGHT OF WAY PLANS
14
EXISTING CONDITIONS
62
SITE PREPARATION & TESC PLAN
76
ALIGNMENT PLAN
-
ALIGNMENT PROFILE
100
DRAINAGE PLANS
111
DRAINAGE PROFILE
122
WATER PLAN
139
WATER PROFILE
153
JOINT UTILITY TRENCH PLAN
171
JOINT UTILITY TRENCH PROFILES
187
PROPERTY RESTORATION PLANS
202
CHANNELIZATION & SIGNING PLAN
224
ILLUMINATION PLANS
235
IRRIGATION PLAN
289
LANDSCAPE PLAN
301
4iN GIACO 11-14 -11 SURVEYED: KPG 6G RAINIER AVENUE S (SR 167) DRAWING NO. 8$
os WA , 9 DRAWN BY: KAT CITY OF F ENTON
w s ■r
' r S GRADY WAY TO S 2ND ST PROJECT NO. TED403430
$ DESIGN BY: JLF 7539Th AVeoueN 2502JeBerson Avenue BID Public Works Department FED AID NO. - CM0167(048)
y CHECK BV: NM (206)26.1640 9 Tamma7- 0720 02 DOCUMENTS ALIGNMENT PLAN
'7 20320 w� APP. OVED FOR CONSTRUCTION
CISTE �f PROJ MGR: JF wwwA8G1940 (2531627 -0720 DATE: NOV 2011
NUMBER REVISION DESCRIPTION BY APP. DATE �'VONpL E ' FILE: 0655DALN01cwg BY: DATE:�2 STA 38 +00 TO STA 42 +00 SHEET NO. 88 OF 304
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