HomeMy WebLinkAboutTRO4103430.171r-
00
►--
w
w
tro
00
Q
to
w
z
v
Q
N
0
0
N
0
N
N
e
0
z
J
Q
0
Ln
Ln
C-0
i
0
U
s
V)
Uri
z
w
0
i
a
o-
I
0
UD
O
z
O
z
w
(n
U
w
O
0-
� NUMBER
n.p.A
R1 0C`.KRI1.gTFR
/
STA /449+05.14 -
_ . � -. - - r- - - - - - . � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n T v i � . � . i i
M�LENDON ---------------------------
HARDWARE
R17
INTERSECTION
CURVE
DATA
R18 INTERSECTION
CURVE
DATA
SEE GENERAL NOTE 15. SEE GENERAL NOTE 15.
0 5 10 20 40 60
CONSTRUCTION NOTES SCALE IN FEET
O1 MATCH EXISTING.
�2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24.
CT 6" -FHICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13,
«r�S11-�
THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216.
c 4�� 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.
-- S ,'A
40+73.47,
49.45'
LT
- STA 40+85.85,
64.47'
LT
-- STA
41 +32.06,
61.61'
LT
- STA 41 +53.40,
47.20'
LT
- STA
40+97.54,
48.06'
RT
- STA 41 +13.98,
62.42'
RT
- STA
41 +65.92,
68.03'
RT
- STA 41 +75.31,
54.12'
RT
® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02.
0 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.
REVISION DESCRIPTION
BY I APP.I DATE
o' 3�20 w
�srER��
ALL 06��
N
STA 450+75.07 ; JyTj
ST-450+ 9.39
14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27.
22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24.
29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27.
30 FURNISH AND INSTAi_L ADVANCE DIRECTIONAL FOOTING. SEE DETAIL, SHEET 281.
- STA 42+00, 6.00' RT
35 FURNISH AND INSTALL PLAQUE. PLAQUE TYPE TO BE DETERMINED BY CITY. SEE URBAN DESIGN
DETAILS, SHEET 281.
- APPROX STA 40+78.1, 58.3' LT
37 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27.
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.
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
BID
DOCUMENTS
00
i---
w
w
Cn
O
O
CV
d-
Q
cn
w
z
J
Q
R15 INTERSECTION
CURVE DATA
HORIZONTAL
VERTICAL
PC -
40+57.42
DATA REF. POINT
44.68' LT
ELEVATIONS:
A =
98-39-58
BEGIN 29.27'
R =
31.00'
1/4A 29.19'
L =
53.38'
Y2A 29.11'
T =
36.08
3/4A 29.03'
PT --
449+13.37
END 28.92'
15.51' RT
SEE GENERAL NOTE 15.
R16
INTERSECTION CURVE DATA
HORIZONTAL
VERTICAL
PC -
449+26.45
DATA REF. POINT
20.98' LT
ELEVATIONS:
A =
81-29-05
BEGIN 28.91'
R =
36.00'
Y4A 29.01'
L =
51.20'
Y2A 29.10'
T =
31.01'
3/4A 29.19'
PT --
41 +62.10
END 29.28'
46.26' LT
SEE GENERAL NOTE 15.
GENERAL CONSTRUCTION NOTES
1. ADJUST ALL SURFACE UTILITIES TO GRADE.
2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND
INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
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 IEMPC;RAR Y 00,0" aN
AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TE'SC
PLANS, SHEETS 69 - 79.
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.
CONSTRUCTION LEGEND
12.
FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE
BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND
NEW PAVEMENT AREA. INSTALL
SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS
NEW HMA ROADWAY PAVEMENT
195 - 205.
SECTION AND OVERLAY PER
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
OVERLAY ONLY AREA.
OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS,
INSTALL HMA OVERLAY PER
SHEETS 269 - 281.
ROADWAY PAVING DETAIL,
SHEET 24, AND TYPICAL SECTIONS,
15-
FOR INTERS"CTION CURVE 113AT A ''E" ' REENCE POINT, :SELF: `CURV[- I `A.T ;
SHEETS 19-23.
REFERENCE POINT DETAIL, SHEET- 81.
CEMENT CONCRETE SIDEWALK 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY
AND/OR PAVEMENT. CONSTRUCT
LINES NOT SHOWN FOR CLARITY,
CONCRETE PER TYPICAL SECTIONS
SHEETS 19-23.
-------- APPROXIMATE CONSTRUCTION
LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
POINT LAYOUT TABLE MEDIAN 3
MEDIAN 3
# :
STATION
OFFSET
DESCRIPTION
RADIUS
6
38+01.27
6.08' RT
PT
7
38+54.49
3.05' LT
PC
101.00'
8
38+71.56
4.50' LT
PT
9
39+13.23
4.50' LT
AP
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
120
38+45.16
5.50' LT
_AP
AP
_
21
38+45.16
3.47' LT
AP
POINT LAYOUT TABLE MEDIAN 4
MEDIAN 4
# :
STATION
OFFSET
DESCRIPTION
RADIUS
1
41+80.32
0.46' RT
PC
5_.54'
2
41+80.15
11.54' RT
PT
_
13
41 +80.33
2.46' RT
AP
14 1
1 +80.18 1
9.54' RT I
AP
}'- CITY OF RENTON
ML
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
T=343088
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
14
EXISTING CONDITIONS
62
SITE PREPARATION & TESC PLAN
76
ALIGNMENT PLAN
-
100
ALIGNMENT PROFILE
_- -�
DRAINAGE PLANS _
111
DRAINAGE PROFILE
122
WATER PLAN
139
WATER PROFILE1
JOINT UTILITY :RENCH PLAN
171
JOINT UTILITY TRENCH PROFILES
187
PROPERTY RESTORATION PLANS
202
CHANNELIZATION & SIGNING PLAN
224
ILLUMINATION PLANS
235
IRRIGATION PLAN
289
LANDSCAPE PLAN
301
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT PLAN
STA 33+00 TO STA 42+00
80
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167 048)
DATE:
NOV 2011
SHEET NO. 88 OF 304