HomeMy WebLinkAboutTRO4103430.357'4"
FURNISH AND INSTALL PEDESTRIAN HANDRAIL
4" CEMENT CONCRETE
PER DETAIL, SHEET 25
SIDEWALK
CONSTRUCT SHEET PILE
FURNISH AND INSTALL
RETAINING WALL WITH
CONSTRUCT SHEET PILE RETAINING
WALL 4 ALIGNMENT AND PROFILE
PEDESTRIAN HANDRAIL
REINFORCED CEMENT CONCRETE
2'6"
7'4"
WALL WITH REINFORCED CEMENT
CONCRETE FACING PER STRUCTURAL
REFERENCE POINT, SEE SHEET 31
PER DETAIL, SHEET 25 -
FACING PER STRUCTURAL DETAILS
DETAILS
4" CSBC
CONSTRUCT REINFORCED CONCRETE RETAINING
2" BARK MULCH,
; ::
WALL PER STRUCTURAL DETAILS, SHT 36
SEE LANDSCAPE PLANS, SHEETS 294-303
CONC CLASS 4000 FOR RETAINING WALL
VARIES, SEE WALL 5
EXISTING GROUND
6" TOPSOIL TYPE A,
PROFILE, SHEET 32
; `
EXISTING GROUND
SEE LANDSCAPE PLANS, SHEETS 294-303
"
2HMACL1/2"PG
a
�}
VARIES, SEE WALL
5
'
�
PROFILE, SHEET
32
VARIES, SEE WALL 4
70-22 FOR OVERLAY
CONCRETE CURB
-J
PROFILE, SHEET 31
�: •;':
m
WALL 5 AND BACK OF WALK
AND GUTTER
2,
..
ALIGNMENT AND PROFILE
'-
REFERENCE POINT,
'
SEE SHEET 32
6.5" HMA CL Y2" PG 70- 22
PLACE IN 2 LIFTS
/\
GRAVEL BORROW FOR
\� 3
WALL BACKFILL
WALL, 5 AND BACK OF WALK �
2" HMA CL 1/2" PG 70-22
1 ALIGNMLENT AND
REFERENCE POINT SEE SHEET 32
'
8.5" CSBC
12" WIDE
GRAVEL BACKFILL FOR DRAINS
8.5" CSBC
FOR OVERLAY
DECORATIVE
STAMPTED
6.5" HMA CL 1/2" PG 70-22
€
4" CSBC
CONCRETE PAVEMENT
COMPACTED SUBGRADE
PLACE IN 2 LIFTS
COMPACTED SUBGRADE
594"
CONSTRUCT 6"
4" CSBC
PERFORATED
WALL DRAIN PIPE
4"
CEMENT CONCRETE SIDEWALK
CONCRETE WALL TYPICAL SECTION D-D
CONCRETP WALL TYPICAL SECTION E-E
WALL 4 & 5, STA 32+73.17 TO 33+18.94
WALL 5,
33+18.94 TO 33+55.11
NTS
NTS
WALL 4 FACE OF WALL ALIGNMENT DATA
STA 00+00.00 TO STA 02+40.00
N 17' 36' 48" W, 240.000'
CD
CD
CD
N
0
J
J
S
0
Ln
0
U)
x
0
0
/
z
cD
w
0
a�
7D
a-)
L•'7
CD
n
z
Q
z
BACK OF SIDEWALK AND WALL 5 ALIGNMENT DATA
CURVE C1 DATA
CURVE
C3 DATA
WALL 5 STA 0+00
= RAINIER AVE
STA 30+37.22, 57.77'
RT
PC = 00+00
PT = 00+44.09
PC =
01+81.21
PRC
= 02+06.61
0 = 04'33'51"
L = 44.091'
A =
25'05'25"
L =
25.400'
R = 553.500'
T = 22.057'
R =
58.00'
T =
12.920'
TANGENT L1 DATA
CURVE
C4 DATA
STA 00+44.09 TO
STA 01 +15.58
PRC
= 02+06.61
PT
= 02+25.27
N 17' 36' 48" W,
71.489'
0 =
21'22'45"
L =
18.660'
R =
50.00'
T =
9.440'
CURVE C2 DATA
PC = 01+15.58
PT = 01+18.48
TANGENT L3 DATA
STA 02+25.27 TO
STA
03+24.42
A = 03'42'40" L = 3.239'
R = 50.00'
T = 1.620'
N 17'
36' 48" W,
99,150'
TANGENT L2 DATA
STA 01 +18.48 TO STA 01 +81.21
N 13' 54' 08" W,
62.394'
' I NUMBER I REVISION DESCRil ;JN I BY I APP. I DATE
,7 GIA Cp�
�os`� WAS N
0120
��GIST6R��
11-14-11
SURVEYED: KPG
DRAWN BY: JLF
DESIGN BY: JLF
CHECK BY: NM
PROJ MGR: JF
FILE: 0655DWALL01.dwg
Px-
753 9th Avenue N 2502 Jefferson Avenue
Seattle, 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
DATE:
RAINIER AVENUE S (SR 1i)
S GRADY WAY TO S 2ND ST
REINFORCED CONCRETE WALL DETAILS
T=3430%5
� �
DiRA'V%'!NGG N; ,0 .
PROJECT NO.
TED403430
FED AID NO.
-CM0167 048)
DATE:
NOV 2011
SHEET NO. 35 OF 304