HomeMy WebLinkAboutT-343092a
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BEGIN CEMENT CONCRETE PAVEMENT
STA 30 +91.75
STA 38 +58.94
BEGIN CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
END CEMENT CONCRETE STAPLE CURB
END CEMENT CONCRETE PAVEMENT
END REINFORCED CEMENT CONCRETE TRAFFIC CURB & GUTTER
BEGIN CEMENT CONCRETE STAPLE CURB
STA 31 +50.94
STA 31 +02.94
12' (TYP)
20.40 6 :'
19.68 19.59 19.56 19.57 19.64 19.77 19.95 20.16 20.44 20.77
20.27 20.13 19.98 rz,- 19.83
V M )
20.72 �I 20.56 20.39 / 20.22 20.05 19.92^ 19.83 19.79 19.81 /- 19.87 / 19.99 20.17 /- 20.39 20.67 21.00
END CEMENT CONCRETE TRAFFIC
POINT LAYOUT TABLE
z
�y
POINT
STATION
OFFSET
POINT
STATION
OFFSET
1 :
31 +14.94
4.69' RT
: 6:
30 +91.77
42.63' LT
:2:
CURB AND GUTTER
2.72' RT
:7:
30 +91.36
5.64' LT
. 3 :•
31 +38.94
0.66' RT
. 8:•
30 +90.95
5.51' RT
.4:-
31 +50.94
1.42' LT
:'9"
30 +90.95
BEGIN REINFORCED CEMENT
CONCRETE TRAFFIC CURB AND GUTTER 21.01
STA 30 +56.17, SEE DETAIL, SHEET 24
:*5.*-
20.82
20.62
20.43
2025 .
20.10
20.01
19.98
1999 .
20.05
20.17
20.35
20.57
20.85
21.19
RAINIER
AVE S
.34
7•:�
21.12
20.90
20.68
20.49
20.32
20.22
20.15
20.15
20.18
20.40
20.63
20.85
21.12
21.45
• 20.60 20.41
2
' 20.85
P:-5
-
-
-
21.64 21.39 :10:. 21.13 : 4
3•; 20.74 20.57
20.47
20.40
20.41
20.46
20.55
20.70
20.92
21.18
21.50
21.46 21.20 20.95
21,70 21.43 21.16 20.94 20.75
20.64
20.55
20.55
20.59
20.67
20.81
21.02
21.25
21.57
21.98
22,25 21.94 21.65 21.36 21.13 20.93
20.81
20.70
20.69
20.72
20.79
20.91
21.11
21.33
21.63
22.58 22.23 21.91 21.60 21.36 21 .14
21.01
20.85
20.83
20.82
.
2090
21.03
21.22
21.42
21.71
20.88 20.94
i9.
STA 31+ 74.94,41.0 T RT STA 32 +10.94, 41.07' RT
CEMENT CONCRETE PAVEMENT WITH 3:1 THICKENED EDGE
NCRETE WALL TYPICAL SECTIONS, SHEETS 34.35
END CEMENT CONCRETE TRAFFIC CURB AND GUTTER
BEGIN CEMENT CONCRETE STAPLE CURB PER
CONCRETE WALL TYPICAL SECTIONS, SHEETS 34 -35
STA 30 +79.42
PLAN
0 5 10 20 30
SCALE IN FEET
GENERAL CONSTRUCTION NOTES
1. SEE TYPICAL SECTIONS, SHEETS 19 -23 AND TYPICAL CEMENT
CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89.
2. FOR MEDIAN LAYOUT AND DETAILS, SEE SHEETS 86 & 194.
3. CASTINGS ARE NOT SHOWN. FIELD ADJUST JOINT PATTERNS
AND /OR PROVIDE CASTING BOXOUTS AS REQUIRED PER UTILITY
CASTING BOXOUT DETAIL, SHEET 89.
T- 343092
STA 33 +18.94
END CEMENT CONCRETE STAPLE CURB
BEGIN CEMENT CONCRETE TRAFFIC CURB AND GUTTER
CEMENT CONCRETE PANEL
POINT LAYOUT TABLE
z
�y
POINT
STATION
OFFSET
POINT
STATION
OFFSET
1 :
31 +14.94
4.69' RT
: 6:
30 +91.77
42.63' LT
:2:
31 +26.94
2.72' RT
:7:
30 +91.36
5.64' LT
. 3 :•
31 +38.94
0.66' RT
. 8:•
30 +90.95
5.51' RT
.4:-
31 +50.94
1.42' LT
:'9"
30 +90.95
43.50' RT
:*5.*-
31 +62.94
3.46' LT
.10:
31 +02.94
5.50' RT
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SURVEYED: KPG
DRAWN BY: JMD
DESIGN BY: JLF
CHECK BV: NJD
PROJ MGR: JF
FILE: 065501NT01.dwg
KPG
75391h Avenue N 2502 Jefferson Avenue BID
Seattle, WA 98109 T3COfne, WA 98402
(206)286.1640 (253) 627 -0720 DOCUMENTS
WINlkpgoom
MA '} CITY OF FENTON
Public Works Department
APPROVED FOR CONSTRUCTION
/
BY: \ DATE: //� /iI
/!
RAINIER AVENUES SR 167
( )
S GRADY WAY TO S 2ND ST
ALIGNMENT DETAILS
DRAWING NO. 92
PROJECT NO. TED403430
FED AID NO. -CM0167(048)
DATE: NOV 2011
SHEETNO. 92 OF 304
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NUMBER
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