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NUMBER
R5
INTERSECTION
CURVE DATA
HORIZONTAL
VERTICAL
PC -
15+67.41
DATA REF. POINT
38.38' LT
ELEVATIONS:
A =
53-02-53
BEGIN 26.75'
R =
36.00'
1/4A 26.60'
L =
33.33'
Y2A 26.46'
T =
17.97'
3/4A 26.31'
PRC -
749+59.68
END 26.16'
62.05' RT
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cn
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v
GENERAL CONSTRUCTION NOTES
ADJUST ALL SURFACE UTILITIES TO GRADE. -�--n�
� p'� �` PJ� so Z. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND
`i CURVE C6 DATA HARDIE AVE SW INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
S' 8+38.92 Q� ( ) R6 INTERSECTION CURVE DATA SECTIONS AND DETAILS SHEETS 19 -- 25.
®, a S ` Q� PC = 748+65.08 PT = 749+78.86 HORIZONTAL VE '
e# 0 2 A = 65-11-17 L= 113.77' RTICAL r
S �o
PC - 748+38.92 DATA REF. POINT 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES,
R = 100.00' T = 63.94' 33.11' LT ELEVATIONS. &DETAIL SHEETS 28 35.
® S A = 150-26-42 BEGIN 24.94' 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY
R _ 29.00' 1/2
4A 25.16 ' SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54.
L 76.15 /2A 25.39
s •a - STA 7 8+38.92 BEST PHO & THAI T = 109.94' 3/4® 25.71' SEATTLE SUPER 5, FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS S
So � HEETS
STA 749+�-71 0.80 END 25.83 SUPPLEMENT 55 - 68.
�' .os.� � PT -- 17+5
s 28 43.52, LT
6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION
4 STA 17+50.62 _ _ _ - - - - - _ _ _ SEE GENERAL NOTE 15. AND SEDIMENT CONTROL MEASURES, SEE SITE: PREPARATION & TESC
- - -- - - - - - - _ _ I PLANS, SHEETS 69 - 79.
1
MEDIAN 1
: # :
STATION
OFFSET
DESCRIPTION
RADIUS
4
17+75.17
13.50' RT
PRC
99.00'
5
17+87.84
12.62' RT
PT
6
18+40.17
3.74' RT
PC
101.00'
7
18+62.67
1.50' RT
PCC
898.50'
8
18+90.17
1.50' RT
PT
13
19+21.01
13.50' LT
PC
929.00'
14
15+78.60
3.65' LT
PCC
99.00,
E15
15+57.18
0.99' LT I
PT
POINT LAYOUT TABLE GUTTER 2
CURB BULB AT GUTTER 2
:..:
STATION
OFFSET
DESCRIPTION
RADIUS
15+67.441_
38.38' LT
PRC
36.00'
_9
10�
15+94.22
11 53.85' LT
I PRC
111.74'
REVISION DESCRIPTION
1D MATCH EXISTING.
2� PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24.
® CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13,
THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216.
® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER
WSDOT STD PLAN F-40.15-01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT.
- STA 15+92.65, 51.57' LT - STA 17+28.87, 54.41' LT
(D CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION A WITH DETECTABLE WARNING SURFACE PER
WSDOT STD PLAN F-40.16-01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT.
- STA 16+19.53, 51.25' LT - STA 16+93.67, 53.33' LT
® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02.
Ug CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19-23. FOR DIMENSIONS, SEE PROPERTY
RESTORATION PLANS, SHEETS 195-205.
10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194.
18 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER LAYOUT POINT TABLE GUTTER 2, THIS SHEET.
22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24.
�ti�N GIACO�
�OGJ WASyr �Y[�
�GlSTERE '�
��I�NAL E�G1
11-14-11
SURVEYED:
KPG
DRAWN BY:
KAT
DESIGN BY:
JLF
CHECK BY:
NM
PROJ MGR:
JF
FILE: 0655DALN01.dwg
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg.com
26 FURNISH AND INSTALL- TREE GRATE TYPE 1 PER DETAIL, SHEET 281.
COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND
GUTTER.
- STA 19+13.74
- STA 19+43.90
78 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS,
SHEETS 193-194.
2g CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27
30 FURNISH AND INSTALL ADVANCE DIRECTIONAL FOOTING. SEE DETAIL,
SHEET 281.
- STA 15+83.50, 4.86' RT
45 ADJUST MONUMENT CASE AND COVER TO GRADE
54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK.
SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION,
SHEET 89. FOR FINAL SURFACE TREATMENT, SEE DECORATIVE
CROSSWALK TREATMENT DETAIL, SHEET 281.
BID
DOCUMENTS
CITY OF RFNTON
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
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.
11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194.
12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE
BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND
SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS
195 - 205.
13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES,
SHEETS 208 - 215.
14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION
OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS,
SHEETS 269 - 281.
15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA
REFERENCE POINT DETAIL, SHEET 81.
16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY
LINES NOT SHOWN FOR CLARITY.
0 5 10 20 40 60
SCALE IN FEET
CONSTRUCTION LEGEND
NEW PAVEMENT AREA. INSTALL
NEW HMA ROADWAY PAVEMENT
SECTION AND OVERLAY PER
DETAIL, SHEETS 24-25, AND
TYPICAL SECTIONS,
SHEETS 19-23,
OVERLAY ONLY AREA.
INSTALL HMA OVERLAY PER
ROADWAY PAVING DETAIL,
SHEET 24, AND TYPICAL SECTIONS,
SHEETS 19-23.
a.
CEMENT CONCRETE SIDEWALK
AND/OR PAVEMENT. CONSTRUCT
CONCRETE PER TYPICAL SECTIONS
SHEETS 19-23.
--a-�---- APPROXIMATE CONSTRUCTION
LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
T=343083
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
9
EXISTING CONDITIONS
57
SITE PREPARATION & TESC PLAN
71
ALIGNMENT PLAN
-
ALIGNMENT PROFILE
95
DRAINAGE PLANS
106
DRAINAGE PROFILE
115,116
WATER PLAN
134
WATER PROFILE
148
JOINT UTILITY TRENCH PLAN
166
JOINT UTILITY TRENCH PROFILES
_
182
PROPERTY RESTORATION PLANS
197
CHANNELIZATION & SIGNING PLAN
ILLUMINATION PLANS
219
230
IRRIGATION PLAN
284
LANDSCAPE PLAN
296
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT PLAN
STA 15+50 TO STA 20+00
DRAWING
NO.
�V
PROJECT NO.
TED403430
FED AID NO.
-CM016i 048)
DATE:
NOV 2011
SHEET NO. 83 OF 304