HomeMy WebLinkAboutT-343081Ee
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R1
INTERSECTION
CURVE
DATA
HORIZONTAL
VERTICAL
PC -
8 +94.43
DATA REF.
POINT
DATA REF. POINT
46.37' LT
ELEVATIONS:
A =
47 -02 -47
BEGIN
27.19'
R =
71.40'
%40
27.22'
L =
58.63'
%2A
27.26'
T =
31.08'
3/4A
27.32'
PT-
149 +00.39
END
27.39'
U)
49.84' RT
26.19'
♦`
3IE GENERAL NOTE 15.
----- - - - - --
_ I 9
1 °
1
I
I 1 R1
STY 08 +94.43
I
INTERSECTION
CURVE
STT iA8.PT/.58
HORIZONTAL
♦♦
�
PC -
9 +41.97
2•
DATA REF. POINT
STA
148 +77.79
INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
ELEVATIONS:
PT
A =
49-31-25
WATER PROFILE
R2 INTERSECTION CURVE DATA
26.21'
R =
87.00'
_
%4A
26.11'
L =
75.20'
D
1/2A
26.01'
T =
40.13'
U)
3/4A
26.19'
♦`
151 +02.60
SHEET 24, AND TYPICAL SECTIONS,
HORIZONTAL VERTICAL
,
�2
'
43.51' RT
5.
♦
CEMENT CONCRETE SIDEWALK
PC - 148 +89.92 DATA REF. POINT
55 - 68.
Ir,
6.
FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION
I
AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC
♦♦
38.09' LT ELEVATIONS:
,,
7,
FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS
1
$
` ,•
93 - 103.
TICE WHERE ADJACENT TO
♦�`'
♦
A = 76 -18 -21 BEGIN 27.89'
8,
„1
v
�.
°<
R4 INTERSECTION CURVE DATA
♦
HONDA
R = 91.00' y4A 27.86'
HORIZONTAL
VERTICAL
AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS
PC - 151 +49.25
DATA REF. POINT
132 - 159.
'�
A
10.
♦♦
L = 121.19' Y2A 28.08'
1
v \
8
R = 73.00'
%4A 26.98'
♦
T = 71.49' 3/4A 28.30'
3IE GENERAL NOTE 15.
----- - - - - --
_ I 9
1 °
1
I
I 1 R1
STY 08 +94.43
I
s SR 167 CONSTRUCTION CL
N 01 -08 -06 E
SD Sd SID �y
SD
q
R3
INTERSECTION
CURVE
STT iA8.PT/.58
HORIZONTAL
♦♦
�
PC -
9 +41.97
2•
DATA REF. POINT
STA
148 +77.79
INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
ELEVATIONS:
PT
A =
49-31-25
WATER PROFILE
R2 INTERSECTION CURVE DATA
26.21'
R =
87.00'
_
%4A
26.11'
L =
75.20'
D
1/2A
26.01'
T =
40.13'
U)
3/4A
26.19'
♦`
151 +02.60
SHEET 24, AND TYPICAL SECTIONS,
HORIZONTAL VERTICAL
26.35'
�2
'
43.51' RT
5.
♦
CEMENT CONCRETE SIDEWALK
PC - 148 +89.92 DATA REF. POINT
55 - 68.
AND /OR PAVEMENT. CONSTRUCT
6.
FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION
I
AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC
♦♦
38.09' LT ELEVATIONS:
,,
7,
FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS
1
$
` ,•
93 - 103.
TICE WHERE ADJACENT TO
♦�`'
♦
A = 76 -18 -21 BEGIN 27.89'
8,
FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND
v
�.
°<
R4 INTERSECTION CURVE DATA
♦
HONDA
R = 91.00' y4A 27.86'
HORIZONTAL
VERTICAL
AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS
PC - 151 +49.25
DATA REF. POINT
132 - 159.
'�
A
10.
♦♦
L = 121.19' Y2A 28.08'
1
8
R = 73.00'
%4A 26.98'
♦
T = 71.49' 3/4A 28.30'
L = 131.94'
1/2A 27.17'
11.
FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194.
55 ♦♦
3/4A 28.23'
PT- 11 +08.03 END 28.60'
�
STA 149 +00.39
PT- 11 +41.23
END 28.97'
12.
FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE
46.50' LT
48.50' RT
I
�• ♦
4 ♦i_
SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS
SEE GENERAL NOTE 15.
195 - 205.
INTERSEC11ON CURVE
13.
FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES,
SEE GENERAL
ERAL NOTE 15
SHEETS 208 - 215.
y
FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION
1 1
OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS,
- -- --
/
8
1
I
15.
FOR INTERSECTION CURVE DATA REFERENCE POINT SEE CURVE DATA
(((
REFERENCE POINT DETAIL, SHEET 81.
1\2
16.
RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY
>
I
LINES NOT SHOWN FOR CLARITY.
CEMENT CONC. CEMENT CONCRETE TRAFFIC
SD 9 P /
STAPLE CURB CURB AND GUTTER
0 5 10 20 40 60
1
SCALE
IN
FEET
.1
I `,
';.
1 �" Y °
t" •
4 _$G .:.t t_ 6 �1.4�.% ?QY..tieciT�1M.
°
•
4 �.
°: °
w ••__.
qA
/V.u':
.1
.�
28
�+�. 9 „v,A.i i'
. .t_.i
rt 'X' j s. , {a.- !9 ?x ..
s SR 167 CONSTRUCTION CL
N 01 -08 -06 E
SD Sd SID �y
SD
q
R3
INTERSECTION
CURVE
DATA
HORIZONTAL
NEW HMA ROADWAY PAVEMENT
VERTICAL
PC -
9 +41.97
2•
DATA REF. POINT
DETAIL, SHEETS 24 -25, AND
55.66' RT
INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
ELEVATIONS:
PT
A =
49-31-25
WATER PROFILE
BEGIN
26.21'
R =
87.00'
180
%4A
26.11'
L =
75.20'
D
1/2A
26.01'
T =
40.13'
294
3/4A
26.19'
PT -
151 +02.60
SHEET 24, AND TYPICAL SECTIONS,
END
26.35'
SHEETS 19 -23.
43.51' RT
5.
t
STA 09 +41.97
1
b
ISLAND 1
STA 10 +08.61 =
GRADY WAY STA 150 +00 -
10
^- -♦ __
t ` 5 .� .
ix
10,
COO oo(D '�♦ C
'Co ♦
- STA 151•k02.
YANKEE GRILL�� ♦�
SEE GENERAL NOTE 15. YANKEE
CONSTRUCTION NOTES
O1 MATCH EXISTING
O2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24.
® 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 10+52.22, 65.63' LT - STA 10 +84.53, 75.51' RT
5Q CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F- 40.12 -01. SEE CROSSWALK RAMP REFERENCE POINT
DETAIL, SHEET 91, FOR RAMP PLACEMENT.
- STA 9 +24.60, 66.36' LT - STA 9 +66.37, 71.53' RT
® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN
F- 10.12 -02.
I IN
; 8
ISLAND 2
I .l STA 11 +081 I w
o
RAINIER AVE S S +
o : 1•: L *�
o to
w
;b z
MEDIAN 1
<
ISLAND 3 I I 5 M
0
+ n .
7'�
.e• � e1, a.�sSs.
�A �4 V� 41 a a- < -• .�
1 e iii -0 �9 e
F • s'. '.• •o e, S ��p 37 - 3 - - - - -
9
16 11 •e n °p °� ° .i / /// 14
� 31
I " /
e k
a..
15 4
l
16
v 1 =. 55
51 +,913.01
a /
O9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR
DIMENSOINNS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205.
10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194.
14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDA1ON PER DETAIL, SHEET 27.
15 CONSTRUCT CEMENT CONCRETE STAPLE CURB PER DETAIL, SHEET 24.
16 RECONSTRUCT CEMENT CONCRETE PANELS, SEE TYPICAL CEMENT CONCRETE PAVEMENT AND
CROSSWALK SECTION, SHEET 89.
28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 193 -194.
31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26.
3� CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27.
11-1s17 SURVEYED: KPG �3P4Q
OS4'4�GO�wnAyy DRAWN BY: KAT
CONSTRUCTION LEGEND
GENERAL CONSTRUCTION NOTES
NEW PAVEMENT AREA. INSTALL
1.
ADJUST ALL SURFACE UTILITIES TO GRADE.
NEW HMA ROADWAY PAVEMENT
1
10 +69.59
SECTION AND OVERLAY PER
2•
INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND
DETAIL, SHEETS 24 -25, AND
10 +69.59
INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
TYPICAL SECTIONS,
PT
SECTIONS AND DETAILS, SHEETS 19 - 25.
SHEETS 19 -23.
WATER PROFILE
146
JOINT UTILITY TRENCH PLAN
3.
FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES,
180
PROPERTY RESTORATION PLANS
OVERLAY ONLY AREA.
CHANNELIZA-TION & SIGNING PLAN
& DETAIL SHEETS 28 - 35.
D
228
IRRIGATION PLAN
INSTALL HMA OVERLAY PER
LANDSCAPE PLAN
294
ROADWAY PAVING DETAIL,
4.
FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY
SHEET 24, AND TYPICAL SECTIONS,
SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54.
SHEETS 19 -23.
5.
FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS
CEMENT CONCRETE SIDEWALK
55 - 68.
AND /OR PAVEMENT. CONSTRUCT
6.
FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION
CONCRETE PER TYPICAL SECTIONS
AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC
SHEETS 19 -23.
PLANS, SHEETS 69 - 79.
-- - - - - -- APPROXIMATE CONSTRUCTION
7,
FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS
LIMITS. SEE ROW PLANS FOR
93 - 103.
TICE WHERE ADJACENT TO
PRIVATE PROPERTY
8,
FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND
SYSTEMS, SEE DRAINAGE PLANS & PROFILES.
R4 INTERSECTION CURVE DATA
9.
FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS
HORIZONTAL
VERTICAL
AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS
PC - 151 +49.25
DATA REF. POINT
132 - 159.
27.16' LT
ELEVATIONS:
10.
FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS,
A = 103 -33 -15
BEGIN 27.19'
SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173.
R = 73.00'
%4A 26.98'
L = 131.94'
1/2A 27.17'
11.
FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194.
T = 92.69'
3/4A 28.23'
PT- 11 +41.23
END 28.97'
12.
FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE
48.50' RT
BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND
SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS
SEE GENERAL NOTE 15.
195 - 205.
INTERSEC11ON CURVE
13.
FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES,
DATA REFERENCE POINT
SHEETS 208 - 215.
14.
FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION
1 1
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.
CEMENT CONC. CEMENT CONCRETE TRAFFIC
STAPLE CURB CURB AND GUTTER
0 5 10 20 40 60
1
SCALE
IN
FEET
INTERSECTION CURVE
DATA REFERENCE POINT
".IENT CONC. PAVEMENT
CURVE DATA REFERENCE POINT DETAIL
NTS
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.
55 SEE GENERAL CONSTRUCTION NOTE 14.
POINT LAYOUT TABLE MEDIAN 1
2� BID
o DESIGN BY: JLF 75391hAvenueN 2502 Jefferson Avenue
y CHECKBY: NM Seattle,WA98109 Taconna,WA9902 DOCUMENTS
'ate
20 320 l$�¢ PROJMGR: JF (�286.11W (253(627 -0720
NUMBER REVISION DESCRIPTION BY APP. DATE ONA� FILE: O655DALN01.dwg
MEDIAN 1
SHEET
STATION
OFFSET
I DESCRIPTION
RADIUS
1
10 +69.59
10.50' RT
PC
1.50'
2
10 +69.59
13.50'
RT
PT
WATER PLAN
CITY OF F ENTON
.,u
Public Works Department
APPROVDD, FOR CONSTRUCTION
BY: /'%fie °x DATE:
T- 343081
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
7
EXISTING CONDITIONS
55
SITE PREPARATION & TESC PLAN
69
ALIGNMENT PLAN
-
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
195
CHANNELIZA-TION & SIGNING PLAN
217
ILLUMINATION PLANS
228
IRRIGATION PLAN
282
LANDSCAPE PLAN
294
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT PLAN
STA 8 +98 TO STA 12 +00
a
81
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
- CM0167(048)
DATE:
NOV 2011
SHEET NO.
81 OF 304
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