HomeMy WebLinkAboutT-343035WE
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4" CEMENT CONCRETE
SIDEWALK
WALL 4 ALIGNMENT AND PROFILE
REFERENCE POINT, SEE SHEET 31
CONSTRUCT REINFORCED CONCRETE RETAINING
WALL PER STRUCTURAL DETAILS, SHT 36
CONC CLASS 4000 FOR RETAINING WALL
2" HMA CLI /2 "PG
VARIES, SEE WALL 4 70 -22 FOR OVERLAY
J PROFILE, SHEET 31
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6.5" HMA CL %2" PG 70 -22
PLACE IN 2 LIFTS
8.5" CSBC
4" CSBC
7'4"
FURNISH AND INSTALL
PEDESTRIAN HANDRAIL
PER DETAIL, SHEET 25
r- 4" CSBC
DECORATIVE STAMPTED
CONCRETE PAVEMENT
5'4"
CONCRETE WALL TYPICAL SECTION D -D
WALL 4 & 5, STA 32 +73.17 TO 33 +18.94
NTS
WALL 4 FACE OF WALL ALIGNMENT DATA
STA 00 +00.00 TO STA 02 +40.00
N 17' 36' 48" W, 240.000'
VARIES, SEE WALL 5
PROFILE, SHEET 32
CONSTRUCT SHEET PILE
RETAINING WALL WITH
REINFORCED CEMENT CONCRETE
FACING PER STRUCTURAL DETAILS
2'6"
2" BARK MULCH,
SEE LANDSCAPE PLANS, SHEETS 294 -303
EXISTING GROUND 6" TOPSOIL TYPE A,
SEE LANDSCAPE PLANS, SHEETS 294 -303 -
WALL 5 AND BACK OF WALK
ALIGNMENT AND PROFILE
REFERENCE POINT,
SEE SHEET 32
GRAVEL BORROW FOR
WALL BACKFILL
12" WIDE GRAVEL BACKFILL FOR DRAINS
- COMPACTED SUBGRADE
CONSTRUCT 6"
PERFORATED
WALL DRAIN PIPE
BACK OF SIDEWALK AND WALL 5 ALIGNMENT DATA
CURVE C1 DATA
CURVE
C3 DATA
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WALL 5 STA 0 +00
= RAINIER AVE
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MR �- CITY OF FENTON
Public Works Department
APPROVED FOR CONSTRUCTION / /
////
BY: DATE:, ��e1!i12
,
RAINIER AVENUES SR 167
S GRADY WAY TO S(2ND ST
REINFORCED CONCRETE WALL DETAILS
DRAWING NO. 35
PROJECTNO. TED403430
FEDAIDNO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 35 OF 304
STA 30 +37.22, 57.77' RT
PC = 00 +00
PT = 00 +44.09
PC =
01 +81.21
PRC
= 02 +06.61
A = 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'
A =
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'
CONCRETE CURB
AND GUTTER
ON
WIN
1 11
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L 2" HMA CL 1/2" PG 70 -22
8.5" CSBC FOR OVERLAY
6.5" HMA CL 1/2" PG 70 -22
PLACE IN 2 LIFTS
FURNISH AND INSTALL PEDESTRIAN HANDRAIL
PER DETAIL, SHEET 25
CONSTRUCT SHEET PILE RETAINING
7'4" WALL WITH REINFORCED CEMENT
CONCRETE FACING PER STRUCTURAL
DETAILS
VARIES, SEE WALL 5
PROFILE, SHEET 32
CONCRETE WALL TYPICAL SECTION E -E
WALL 5, 33 +18.94 TO 33 +55.11
NTS
EXISTING GROUND
WALL 5 AND BACK OF WALK
ALIGNMENT AND PROFILE
REFERENCE POINT, SEE SHEET 32
COMPACTED SUBGRADE
4" CSBC
4" CEMENT CONCRETE SIDEWALK
11
T- 343035
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SURVEYED: KPG
DRAWN BY: JLF
DESIGN BY: JLF
CHECK
CHECK BY: NM
PROJ MGR: JF
FILE: 0655DWALLOi.dwg
KPGr
1539th AvenueN 2502 Jefferson Avenue BID
SeaWe,WA98109 Tacoma,WA98402 DOCUMENTS
(206) 286-1640 (253)627 -0720
www.kpg.00m
<
MR �- CITY OF FENTON
Public Works Department
APPROVED FOR CONSTRUCTION / /
////
BY: DATE:, ��e1!i12
,
RAINIER AVENUES SR 167
S GRADY WAY TO S(2ND ST
REINFORCED CONCRETE WALL DETAILS
DRAWING NO. 35
PROJECTNO. TED403430
FEDAIDNO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 35 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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