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MATCH EXISTING
®
PAVEMENT GRINDING LIMITS. SEE
DETAIL, SHEET 24.
O3
CONSTRUCT 6" THICK CEMENT
CONCRETE DRIVEWAY ENTRANCE. SEE
GENERAL
CONSTRUCTION NOTES 12 AND
13, PREVIOUS 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
- STA 21+13.60, 77.62'
POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT.
LT - STA 22+35.89, 62.33' LT
/ 8 ' \ ` GENERAL NOTE 15-- STA 22+74.66, 48.50' LT - STA 22+10.45, 48.50' RT
SEE GENERAL NOTE 15. / ° �. � � � SEE . -STA 22+57.04 61.31' RT
31 � �♦ STA 249+09.47 '
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INTERSECTION
CURVE
DATA
HORIZONTAL
VERTICAL
PC -
20+68.82
DATA REF.
POINT
48.50' LT
ELEVATIONS:
A =
131-11-56
BEGIN
24.72'
R =
49.00'
1/4A
24.42'
L =
112.20'
Y2A
24.32'
I T =
1 0& 02'
!
3'4A
24. 4T
W PT-
248+07.06
END
24.66'
25.54' RT
R9
INTERSECTION
CURVE DATA
HORIZONTAL
VERTICAL
PC -
22+10.49
DATA
REF. POINT
48.50' RT
ELEVATIONS:
A =
48-22-37
BEGIN
25.75'
R =
91.00'
1/4A
25.92'
L =
76.83'
1/2A
26.05'
T =
40.88'
3/4A
25.97'
P I -
250+78.08
END
25.85'
30.42' RT
_ \
v '
oco Do '\ TA 1+43.90
►
251+44.44 ♦�
♦` v� �� S� `♦fit/40
•,
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SEE GENERAL NOTE 15. SEE GENERAL NOTE 15.
POINT LAYOUT TABLE MEDIAN 1 POINT LAYOUT TABLE MEDIAN 2 ♦ \ M
MEDIAN 1
•:•#•:•
_
STATION
OFFSET
DESCRIPTION
RADIUS
9
21+61.54
1.50' RT
PC
4.24'
10
21.62.04
6.94' LT
_
PT
11
21+36.30
9.98' LT
PC
500.00'
12
20+77.04
13.50' LT
PT
21
21 +57.42
5.47' LT
AP
22
1 21+57.53 1
0.50' LT I
AP
MEDIAN 2
# :
STATION
OFFSET
DESCRIPTION
RADIUS
1
23+59.70
10.50' RT
PC
1.50'
2
1 23+59.70
13.50' RT
PT
ADDENDUM NO 2: REVISE IMPROVEMENTS AT PARCEL 37 FRONTAGE. I JLF 1 112/15
' I NUMBER I REVISION DESCRIPTION BY I APP. I DATE
♦ .P ` s
♦ , so so i
0 5 10 20 40 6 �.. 1 ♦ /
� 0
SCALE IN FEET /\ ''
,.STA 251 +91.22 /' �
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11-14-11
SURVEYED:
KPG
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-
�4�
�10S WAs�IL Y�,
DRAWN BY:
KAT
o�
DESIGN BY:
JLF
CHECK BY:
NM
20320 w�
[STER��w
�I�NAL
PROJ MGR:
JF
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FILE: 0655DALN01.dwg
P11- 10 1w 3
It, IIIIIIIIIIIIII-k- Al
753 9th Avenue N 2502 Jefferson Avenue
Seaftle, WA 98109 Tacoma; WA 98402
(206) 286-1640 (253) 627-0720
www.kpg.com
BID
DOCUMENTS
- CITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
O 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 23+59.56, 67.14' RT
C1 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN
F-10.12- 02.
O9 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.
14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27.
22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24.
28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DE' -AILS, SHEETS.
193-194.
31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL,
SHEET 26.
33 ADJUST MONITORING WELL TO GRADE.
O 37 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL SHEET 27.
38 ADJUST
SANITA
RY SEWER
CLEANOU T TO GRA
DE. SE
E UTILITY
ADJUST
MENT DETAIL
SHEET 26. '
54 CONSTRUCT CEMENT CONCRETE
PAVE
MENT
T FOR CR
OSSWALK.
WALK. SE
E TYPICA
L CEMENT
O
CONCRETE
PAVEMENT
AND CROSSWALK c rT A
O.,SWALK SEPTON,
SHEET 8 9. FOR FiNhL t SURFACE
TREATMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL
, SH
EET 281.
EN G ERAL CONSTRUCTION
S RUCTION NOTE _ S
1. SEE
PREVIOUS SHEET.
CONSTRUCTION LEGEND
NEW PA
VEMENT AR
EA. INS-r• I ALL
NEW HMA ROADWAY PAVEMENT
SECTION AND OVERLAY PER
DE -25 TAIL SHEETS
24 L�.
AND
� a
TYPICAL SECTIONS,
SHEETS 19-23.
OVERLAY ONLY AREA.
INSTALL HMA OVERLAY PER
ROADWAY PAVING DETAIL
9
SHEET 24 AND TYP
ICAL SECTIONS,
SHEETS 19-23.
CEMENT CONCRETE SIDEWALK
a
AND/OR PAVEMENT. CONSTRUCT
CONCRETE PER TYPICAL SECTIONS
SHEETS 19-23.
APPROXIMATE CONSTRUCTION
LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
10
EXISTING CONDITIONS
58
_
SITE PREPARATION & TESC PLAN
72
ALIGNMENT PLAN
-
ALIGNMENT PROFILE
98
DRAINAGE PLANS
107- 1
DRAINAGE PROFILE
116,117
WATER PLAN
135
WATER PROFILE
149
JOINT UTILI i'Y TRENE�H PI_ *N
JOINT UTILITY TRENCH PROFILES
16 i
183
PROPERTY RESTORATION PLANS
198
CHANNELIZATION & SIGNING PLAN
220
ILLUMINATION PLANS
231�
IRRIGATION PLAN
285
LANDSCAPE PLAN
297
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT PLAN
STA 20+00 TO STA 24+50
84
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 84 OF 304