N. 51ST ST.
N. W
INN
IFR
ED
ST.
N. S
HIR
LEY
ST.
N. W
INN
IFR
ED
ST.
CITY LIMITS
N. H
IGH
LAN
D S
T.
N. S
HIR
LEY
ST.
N. H
IGH
LAN
D S
T.
N. 52ND ST.
N. 51ST ST.
N. 53RD ST.
N. 54TH ST.
N. 53RD ST.
N. 54TH ST.
N. 52ND ST.
CITY HALL& FIRESTATION
CITY OF RUSTON
CITY OF TACOMA
COM
MENCEM
ENT BAYWINNIFRED ST. TIB IMPROVEMENTS
JIM HEDRICK
MAYOR:
COUNCIL MEMBERS:
DEB KRISTOVICH
LYLE HARDIN
JANE HUNT
BRUCE HOPKINS
OPERATIONS MANAGER:
STEVE TAYLOR
ROB WHITE
PLANNING DIRECTOR:
CITY OF RUSTON
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
VICINITY MAPNTS
JUDY GRAMS
CLERK/TREASURER:
Winnifred St., N. 51st St. to N. 54th St.Cover Sheet
1 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Engineering and Planning
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
SURFACE RESTORATION DETAILS
22.
13.
20.
21.
23.
11.
10.
16.
12.
SCHEDULE B 53rd ST. ASPHALT REPLACEMENT
18.
TIB PROJECT # 6-P-135(002)-1
51st ST. TO 53rd ST. EXISTING CONDITIONS, DEMOLITION, & EROSION CONTROL PLAN
4.
52nd ST. TO 53rd ST. EAST SIDE PLAN & PROFILE
SHEET INDEX
3.
EROSION CONTROL DETAILS & NOTES5.
6.
7.
51st ST. TO 52nd ST. EAST SIDE PLAN & PROFILE
8. 53rd ST. TO 54th ST. EAST SIDE PLAN & PROFILE
9.
CURB RAMP DETAILS
STORM & SEWER DETAILS
CROSS SECTIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Cover.dwg
52nd ST. TO 53rd ST. WEST SIDE PLAN & PROFILE
51st ST. TO 52nd ST. WEST SIDE PLAN & PROFILE
53rd ST. TO 54th ST. WEST SIDE PLAN & PROFILE
51st & 52nd ST. INTERSECTION & CURB RAMP IMPROVEMENTS
BID DOCUMENTS
17.
53rd ST. & 54th ST. INTERSECTION & CURB RAMP IMPROVEMENTS
19.
2. NOTES, LEGEND, & ABBREVIATIONS
1. COVER SHEET
53rd ST. TO 54th ST. STRIPING & SIGNING PLAN
51st ST. TO 53rd ST. STRIPING & SIGNING PLAN
53rd ST. TO 54th ST. EXISTING CONDITIONS, DEMOLITION, & EROSION CONTROL PLAN
N. 51st ST. to N. 54th ST.
ELECTRICAL DETAILS
15.
14.
SCHEDULE A 53rd ST. TO 54th ST. IRRIGATION PLAN
SCHEDULE A 51st ST. TO 53rd ST. IRRIGATION PLAN
LYNN SYLER
LOCATIONPROJECT
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EXISTING PROPOSED
LEGEND
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.Notes, Legend, & Abbreviations
2 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Engineering and Planning
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Details.dwg
BID DOCUMENTS
ABBREVIATIONS
NOTES
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
3 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Exising Conditions - Demo - Erosion Control Plan.dwg
BID DOCUMENTS
MA
TC
HLI
NE
STA
. 5+
50
SEE
BEL
OW
FO
R C
ON
TIN
UA
TIO
N
MA
TC
HLI
NE
STA
. 5+
50
SEE
AB
OV
E FO
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ON
TIN
UA
TIO
N
MA
TC
HLI
NE
STA
. 10+
00
SEE
SHEE
T 4
FO
R C
ON
TIN
UA
TIO
N
53R
D S
TR
EET
53R
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
51ST
STREE
T
51ST
STR
EET
WINNIFRED STREET
WINNIFRED STREET
51st St. to 53rd St. Existing Conditions,Demolition & Erosion Control Plan
Winnifred St., N. 51st St. to N. 54th St.
LEGEND
CONSTRUCTION NOTES:
SCHEDULE "A"
SCHEDULE "F"
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4 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Exising Conditions - Demo - Erosion Control Plan.dwg
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
BID DOCUMENTS
MA
TC
HLI
NE
STA
. 10+
00
SEE
SHEE
T 3
FO
R C
ON
TIN
UA
TIN
O
54TH
STR
EET
53R
D S
TR
EET
53R
D S
TR
EET
WINNIFRED STREET
Winnifred St., N. 51st St. to N. 54th St.53rd St. to 54th St. Existing Conditions,
Demolition & Erosion Control Plan
LEGEND
CONSTRUCTION NOTES:
SCHEDULE "A"
SCHEDULE "F"
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.Erosion Control Details & Notes
5 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Engineering and Planning
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Details.dwg
NOT TO SCALE
FILTERED
WATER
4.
3.
2.
1.
STRAW WATTLE BERM DETAIL
STORM DRAIN INLET PROTECTION
BID DOCUMENTS
CONSTRUCTION ENTRANCE ROCK PAD
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114
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112
114
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.51st St. to 52nd St.
6 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
East Side Plan & Profile14101 Winnifred St. Plan & Profile.dwg
SEE SHEET 9 FOR WEST SIDE IMPROVEMENTS
SEE
SHEE
T 7
FO
R C
ON
TIN
UA
TIO
N
WINNIFRED STREET
51S
T. S
TRE
ET
52N
D S
TRE
ET
BID DOCUMENTS
SEE
SHEE
T 7
FO
R C
ON
TIN
UA
TIO
N
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
STA. 5+09.46BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
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106
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114
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120
104
106
108
110
112
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120
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.52nd St. to 53rd St.
7 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
East Side Plan & Profile14101 Winnifred St. Plan & Profile.dwg
SEE SHEET 10 FOR WEST SIDE IMPROVEMENTS
SEE
SHEE
T 8
FO
R C
ON
TIN
UA
TIO
N
SEE
SHEE
T 6
FO
R C
ON
TIN
UA
TIO
N
WINNIFRED STREET
53R
D S
TRE
ET
52N
D S
TRE
ET
SEE
SHEE
T 6
FO
R C
ON
TIN
UA
TIO
N
SEE
SHEE
T 8
FO
R C
ON
TIN
UA
TIO
N
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
STA. 5+88.33BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
STA. 9+66.23BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
BID DOCUMENTS
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0+0094
96
98
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0+00
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.53rd St. to 54th St.
8 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
East Side Plan & Profile14101 Winnifred St. Plan & Profile.dwg
SEE SHEET 11 FOR WEST SIDE IMPROVEMENTS
SEE
SHEE
T 7
FO
R C
ON
TIN
UA
TIO
NWINNIFRED STREET
54TH
STR
EE
T
53R
D S
TRE
ET
SEE
SHEE
T 7
FO
R C
ON
TIN
UA
TIO
N
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
STA. 10+54.93BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
STA. 14+01.03BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
BID DOCUMENTS
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.51st St. to 52nd St.
9 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Plan & Profile.dwg
West Side Plan & Profile
SEE SHEET 6 FOR EAST SIDE IMPROVEMENTS
SEE
SHEE
T 1
0 F
OR
CO
NTIN
UA
TIO
N
WINNIFRED STREET51
ST.
STR
EE
T
52N
D. S
TRE
ET
SEE
SHEE
T 1
0 F
OR
CO
NTIN
UA
TIO
N
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
STA. 5+09.46BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
BID DOCUMENTS
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108
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116
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120
106
108
110
112
114
116
118
120
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.52nd St. to 53rd St.
10 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
West Side Plan & Profile14101 Winnifred St. Plan & Profile.dwg
SEE SHEET 7 FOR EAST SIDE IMPROVEMENTS
SEE
SHEE
T 1
1 F
OR
CO
NTIN
UA
TIO
N
SEE
SHEE
T 9
FO
R C
ON
TIN
UA
TIO
N
SEE
SHEE
T 1
1 F
OR
CO
NTIN
UA
TIO
N
WINNIFRED STREET
53R
D S
TRE
ET
52N
D S
TRE
ET
SEE
SHEE
T 9
FO
R C
ON
TIN
UA
TIO
N
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
STA. 5+88.33BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
STA. 9+66.23BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
BID DOCUMENTS
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106
108
110
112
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.53rd St. to 54th St.
11 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
West Side Plan & Profile14101 Winnifred St. Plan & Profile.dwg
SEE SHEET 8 FOR EAST SIDE IMPROVEMENTS
SEE
SHEE
T 1
0 F
OR
CO
NTIN
UA
TIO
N
WINNIFRED STREET
54TH
STR
EE
T
53R
D S
TRE
ET
SEE
SHEE
T 1
0 F
OR
CO
NTIN
UA
TIO
N
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
CONSTRUCT CEMENT CONCRETETRAFFIC CURB & GUTTER(SEE DETAIL SHEET 20)
STA. 10+54.93BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
STA. 14+01.03BEGIN CEMENT CONCRETE CURBTRANSITION (SEE DETAIL SHEET 20FOR CEMENT CONCRETE CURBTRANSITION DETAIL)
BID DOCUMENTS
Z:\2014 P
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7.00' MIN.
5.00'
10.00'
24.00'
10.00'
5.00'
7.00' MIN.
7.00' MIN.'
5.00'
10.00'
24.00'
10.00'
5.00'
7.00' MIN.
7.00' MIN.
5.00'
10.00'
24.13
10.00'
5.00'
7.00' MIN.
7.00' MIN.
5.00'
10.00'
24.13
10.00'
5.00'
7.00' MIN.
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
51st St. to 53rd St.Striping & Signing Plan
12 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Exising Conditions - Demo - Erosion Control Plan.dwg
BID DOCUMENTS
MA
TC
HLI
NE
STA
. 5+
50
SEE
BEL
OW
FO
R C
ON
TIN
UA
TIO
N
MA
TC
HLI
NE
STA
. 5+
50
SEE
AB
OV
E FO
R C
ON
TIN
UA
TIO
N
MA
TC
HLI
NE
STA
. 10+
00
SEE
SHEE
T 1
3 F
OR
CO
NTIN
UA
TIO
N
53R
D S
TR
EET
53R
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
51ST
STREE
T
51ST
STR
EET
WINNIFRED STREET
WINNIFRED STREET
Winnifred St., N. 51st St. to N. 54th St.
WINNIFRED STREET
WINNIFRED STREET
R1-1
R4-7
W11-2
W16-7P
R3-17
R3-17aP
R3-17bP
R8-3
R5-1
30x30
24x30
30x30
24x12
24x18
24x8
24x8
24x24
30x30
R3-17
24x18 R5-1
30x30
R4-7
24x30
STA. 1+54.56,
STA. 1+77.00,7.78' LT.
36.73' LT.
STA. 1+66.460.29' LT.
STA. 1+67.85,35.71' RT.
STA. 3+07.06,36.71' RT.
STA. 5+09.43,7.22' RT.
STA. 5+27.46,0.28' LT.
STA. 5+13.96,32.25' RT.
W11-2
W16-7P30x30
24x12
STA. 5+27.84,35.21' LT.
STA. 5+33.36,49.52' LT.
W11-2
W16-7P30x30
24x12
STA. 5+83.80,32.82' LT. R5-1
30x30
STA. 5+88.36,7.56' LT.
W11-2
W16-7P30x30
24x12
STA. 5+70.23,35.27' RT.
R4-7
24x30
STA. 5+70.33,0.02' RT.
R1-1
30x30
STA. 5+65.82,49.29' RT.
R1-1
30x30
STA. 9+88.44,51.38' LT.
W16-7P30x30
24x12
STA. 9+85.81,35.76' LT.
R4-7
24x30
STA. 9+84.23,0' RT.
R5-1
30x30
STA. 9+66.20,7.57' RT.
W11-2
W16-7P30x30
24x12
STA. 9+70.77,34.27' RT.
INSTALL PLASTIC BICYCLELANE SYMBOL INSTALL 6" WIDE SOLID
WHITE PAINT LINE
INSTALL PLASTIC BICYCLELANE SYMBOL
INSTALL 6" WIDE SOLIDWHITE PAINT LINE
INSTALL PLASTIC BICYCLELANE SYMBOL INSTALL 6" WIDE SOLID
WHITE PAINT LINE
INSTALL 6" WIDE SOLIDWHITE PAINT LINE
INSTALL PLASTIC BICYCLELANE SYMBOL
R3-17
24x18
STA. 5+13.81,33.89' LT.
R3-17
24x18
STA. 9+70.35,33.56' LT.
R3-17
24x18
STA. 5+83.77,33.80' RT.
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7.00' MIN.
5.00'
10.00'
23.86'
10.00'
5.00'
7.00' MIN.
7.00' MIN.
5.00'
10.00'
23.86'
10.00'
5.00'
7.00' MIN.
13 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Exising Conditions - Demo - Erosion Control Plan.dwg
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
BID DOCUMENTS
MA
TC
HLI
NE
STA
. 10+
00
SEE
SHEE
T 1
2 F
OR
CO
NTIN
UA
TIN
O
54TH
STR
EET
53R
D S
TR
EET
53R
D S
TR
EET
WINNIFRED STREET
Winnifred St., N. 51st St. to N. 54th St.53rd St. to 54th St.
Striping & Signing Plan
WINNIFRED STREET
1.
2.
4" M
AX
.
TOP OF
SIGN POST
TOP OF SIGN
SIGN POST
2
"
VA
RIE
S
VA
RIE
S
"H
1" P
OS
T H
EIG
HT
SE
E N
OT
E 2
FINISHED
GROUND
LINE
TOP OF LOWER
SQUARE TUBE
3' - 6
"
3' - 0
"
1"
COMMERCIAL CONCRETE
9
"
SIGN POST
LOWER SIGN
POST SUPPORT
~ ~
BOLT STOP
FOR SIGN POST
~~
12"
DIAM.
SE
E S
TD
. P
LA
N G
-2
0.1
0
STEEL SIGN SUPPORTTYPE ST-4
INSTALLATION DETAILS
7
' - 0
"
LOWER SIGN POST SUPPORT ~
3", 7 GAGE, HOT-DIP GALV.,
HEAVY DUTY ANCHOR
3.
BOTTOM
OF SIGN
SIGN POST ~ 2 1/2"
SQUARE, 12 GAGE
STEEL TUBE ~
SEE NOTE 3
SIGN BRACE, WHEN
REQUIRED ~ SEE
STD. PLAN G-50.10
SIGN PANEL
SIGN PANEL
BOTTOM
OF SIGN
BOLT STOP
FOR SIGN POST
HEX BOLT WITH NUT
AND WASHER (TYP.)
Dimensions for the parts used to assemble the base con-
nections are intentionally not shown. Base connections are
patented, manufactured products that are in compliance with
NCHRP 350 crash test criteria. The base connection details
are only shown on this plan to illustrate how the parts are
assembled.
For "H1" refer to the Sign Specification Sheet in the Contract.
A 2" post with a 2 1/4" PSST anchor, or a 2 1/4" post with a
2 1/2" PSST anchor may be substituted. ~
See Contract Plans.
SHEET 1 OF 1 SHEET
1
2
3
Bid Item "Bicycle Lane Symbol"
includes Bike Lane Arrow and
Bike Rider Symbol.
2' x 6' White Bike Lane Arrow
Bike Rider Symbol
6' - 0
"
1' - 0"
2' - 8
"
3' - 0
"
3"
6"
See contract for location and material requirements.
MARKING AREA
4.25 SQ.FT.
TR
AF
FIC
1
EDGE OF
BIKE LANE
2
BICYCLE
LANE
`
WIDE LANE LINE
3
6' - 0
"6
' - 0
"6
' - 0
"
TOTAL MARKING AREA
10.27 SQ.FT.
6' - 0
"
3' - 4"
GRID IS 1" SQUARE
MARKING AREA
6.02 SQ.FT.
R3-17
R3-17aP
R3-17bP24x18
24x8
24x8
R3-17
24x18
R5-1
30x30
STA. 10+54.96,7.62' LT.
W11-2
W16-7P30x30
24x12
STA. 10+50.47,33.35' LT.
R4-7
24x30
STA. 10+36.93,0.19' LT.
R1-1
30x30
STA. 10+32.58,51.16' RT.
W11-2
W16-7P30x30
24x12
STA. 10+35.04,36.29' RT.
R4-7
24x30
STA. 14+19.03,0.20' LT.
R5-1
30x30
STA. 14+01.01,7.24' RT.
W11-2
W16-7P30x30
24x12
STA. 14+18.64,40.07' LT.
STA. 13+92.47,36.73' LT.
STA. 14+01.09,36.27' RT.
STA. 14+05.56,32.37' RT.
INSTALL PLASTIC BICYCLELANE SYMBOL INSTALL 6" WIDE SOLID
WHITE PAINT LINE
INSTALL 6" WIDE SOLIDWHITE PAINT LINE INSTALL PLASTIC BICYCLE
LANE SYMBOL
R3-17
24x18
STA. 10+50.54,33.12' RT.
LANE LANE
8'
4'
2'
(TYP.)
1' 1'
1'
5' MAX.
(TYP.)
1' WIDE FOR 4' SHOULDERS
2' WIDE FOR SHOULDERS OVER 4' WIDE
1' MIN.
`
ROADWAY
`
LANE
SHOULDER AREA
SHOULDER AREA
CROSSWALK LINE
STOP LINE
SHEET 1 OF 1 SHEET
EDGE OF PAVEMENT, OR FACE OF
CURB (WITHOUT GUTTER), OR EDGE
OF GUTTER PAN (WHEN THERE IS
CURB & GUTTER) (TYP.)
INSTALL CROSSWALK LINES IN
SHOULDER AREAS ONLY WHEN
ADJACENT TO A SIDEWALK OR
A SEPARATE WALKWAY (TYP.)
SHOULDER
EDGE OF CONCRETE
GUTTER
SIDEWALK
SIDEWALK
SHOULDER
EDGE OF CONCRETE
GUTTER
SIDEWALK
SHOULDER
EDGE OF CONCRETE
GUTTER
EDGE OF TRAVELED WAYEDGE OF TRAVELED WAY
MIN
.
EDGE OF CONCRETE
GUTTER
SIDEWALK
SHOULDER
INSTALL CROSSWALK LINES
PARALLEL TO THE ROADWAY
1. See the Contract Plans for locations of crosswalk centerlines.
To the maximum extent possible, curb ramp centerline should
be perpendicular to the crosswalk centerline.
To the maximum extent possible, crosswalks should be
perpendicular to the centerline of the traveled way.
2.
3.
STA. 14+25.34,48.62' RT.REMOVE & RESETEXISTING SIGN
R1-1
30x30
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
51st St. to 53rd St.Schedule "A" Irrigation Plan
14 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Exising Conditions - Demo - Erosion Control Plan.dwg
BID DOCUMENTS
MA
TC
HLI
NE
STA
. 5+
50
SEE
BEL
OW
FO
R C
ON
TIN
UA
TIO
N
MA
TC
HLI
NE
STA
. 5+
50
SEE
AB
OV
E FO
R C
ON
TIN
UA
TIO
N
MA
TC
HLI
NE
STA
. 10+
00
SEE
SHEE
T 1
5 F
OR
CO
NTIN
UA
TIO
N
53R
D S
TR
EET
53R
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
52N
D S
TR
EET
51ST
STREE
T
51ST
STR
EET
WINNIFRED STREET
WINNIFRED STREET
Winnifred St., N. 51st St. to N. 54th St.
WINNIFRED STREET
WINNIFRED STREET
VALVE CHARTPOINT OF
CONNECTIONFLOW(GPM)
EXISTINGVALVE
(REINSTALL)
EXISTINGCONTROLLER(REINSTALL)
1 18.5 A1: 1 1/2" PGA A: DDCWP-6-GV
CONTROLLER
ZONE
1 18.6 A2: 1 1/2" PGA "
1 16.4 B1: 1 1/2" PGA B: DDCWP-2-GV
1 17.0 B2: 1 1/2" PGA
2 20.7 C1: 1 1/2" PGA C: DDCWP-6-GV
2 20.0 C2: 1 1/2" PGA
2 19.1 D1: 1 1/2" PGA D: DDCWP-2-GV
2 19.8 D2: 1 1/2" PGA
3 18.0 E1: 1 1/2" PGA E: DDCWP-6-GV
3 17.2 E2: 1 1/2" PGA
3 18.2 F1: 1 1/2" PGA F: DDCWP-2-GV
3 18.8 F2: 1 1/2" PGA
"
"
"
"
"
EQUIPMENT LIST
SYMBOL TYPEDESCRIPTION
RAINBIRD 1806-SAM P45-R17-24H6" POP-UP LAWN ROTOR W/ 180° SPRAY
MFR
. (OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)
RAINBIRD 1806-SAM P45-R13-18H6" POP-UP LAWN ROTOR W/ 180° SPRAY. (OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)
RAINBIRD 1806-SAM PRS-10 F 6" POP-UP LAWN SPR W/ 360° SPRAY.(OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)(1.60 GPM)
RAINBIRD 1806-SAM PRS-HE-VAN-10 6" POP-UP LAWN SPR W/ VAN SPRAY.(OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)(1.25 GPM)
WILKINS #200 - 3/4" - ANGLE MANUAL DRAIN VALVE ASSEMBLY
EXISTING WATER METER REINSTALL EXISTING WATER METER,METER YOKE, AND METER BOX
EXISTING DOUBLE CHECK REINSTALL EXISTING DCV ANDVALVE BOX
CONTROL VALVES (ICV')REINSTALL EXISTING ICV'S ANDIRRIGATION CONTROLLERS
VALVE (DCV)
EXISTING IRRIGATION
SHEET NOTES:
(1.84 GPM)
(1.00 GPM)
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15 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Exising Conditions - Demo - Erosion Control Plan.dwg
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
BID DOCUMENTS
MA
TC
HLI
NE
STA
. 10+
00
SEE
SHEE
T 1
4 F
OR
CO
NTIN
UA
TIN
O
54TH
STR
EET
53R
D S
TR
EET
53R
D S
TR
EET
WINNIFRED STREET
Winnifred St., N. 51st St. to N. 54th St.53rd St. to 54th St.
Schedule "A" Irrigation Plan
WINNIFRED STREET
SHEET NOTES:
IRRIGATION NOTES
TREE PROTECTION NOTES
IRRIGATION EQUIPMENT REINSTALLATION DETAIL (TYP.)
VALVE CHARTPOINT OF
CONNECTIONFLOW(GPM)
EXISTINGVALVE
(REINSTALL)
EXISTINGCONTROLLER(REINSTALL)
1 18.5 A1: 1 1/2" PGA A: DDCWP-6-GV
CONTROLLER
ZONE
1 18.6 A2: 1 1/2" PGA "
1 16.4 B1: 1 1/2" PGA B: DDCWP-2-GV
1 17.0 B2: 1 1/2" PGA
2 20.7 C1: 1 1/2" PGA C: DDCWP-6-GV
2 20.0 C2: 1 1/2" PGA
2 19.1 D1: 1 1/2" PGA D: DDCWP-2-GV
2 19.8 D2: 1 1/2" PGA
3 18.0 E1: 1 1/2" PGA E: DDCWP-6-GV
3 17.2 E2: 1 1/2" PGA
3 18.2 F1: 1 1/2" PGA F: DDCWP-2-GV
3 18.8 F2: 1 1/2" PGA
"
"
"
"
"
EQUIPMENT LIST
SYMBOL TYPEDESCRIPTION
RAINBIRD 1806-SAM P45-R17-24H6" POP-UP LAWN ROTOR W/ 180° SPRAY
MFR
. (OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)
RAINBIRD 1806-SAM P45-R13-18H6" POP-UP LAWN ROTOR W/ 180° SPRAY. (OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)
RAINBIRD 1806-SAM PRS-10 F 6" POP-UP LAWN SPR W/ 360° SPRAY.(OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)(1.60 GPM)
RAINBIRD 1806-SAM PRS-HE-VAN-10 6" POP-UP LAWN SPR W/ VAN SPRAY.(OMIT SAM FEATURE ON THE HIGHESTIRRIGATION HEAD IN EACH ZONE)(1.25 GPM)
WILKINS #200 - 3/4" - ANGLE MANUAL DRAIN VALVE ASSEMBLY
EXISTING WATER METER REINSTALL EXISTING WATER METER,METER YOKE, AND METER BOX
EXISTING DOUBLE CHECK REINSTALL EXISTING DCV ANDVALVE BOX
CONTROL VALVES (ICV')REINSTALL EXISTING ICV'S ANDIRRIGATION CONTROLLERS
VALVE (DCV)
EXISTING IRRIGATION
(1.84 GPM)
(1.00 GPM)
ELECTRIC CONTROL VALVE POP-UP SPRINKLER ASSEMBLY
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.
53rd St. Asphalt Replacement16 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
Schedule "B"
14101 Winnifred St. Plan & Profile.dwg
53RD STREET
ALL
EY
BE
TWE
EN
HIG
HLA
ND
ST.
& W
INN
IFE
D S
T.
ASPHALT PAVEMENTFOR ROADWAY SURFACE
SCHEDULE "B"
BID DOCUMENTS
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N. 5
2ND
N. WINNIFRED STREET
N. WINNIFRED STREET
N. 5
2ND
5128 N. WINNIFRED ST
5204 N. WINNIFRED ST
STR
EE
TS
TRE
ET
N. WINNIFRED STREET
N. WINNIFRED STREET
SA
WC
UT
LIM
ITS
51S
T S
TRE
ET
Winnifred St., N. 51st St. to N. 54th St.
17 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Intersection Curb Ramps.dwg
52nd St. Intersection & Curb RampImprovements
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
BID DOCUMENTS
CURB RADIUS TABLE
STREET LIGHTING TABLE
SCHEDULE "A" STORM TABLE
SCHEDULE "C" STORM TABLE
CURB RADIUS TABLE STREET LIGHTING TABLE
SCHEDULE "A" SCHEDULE "A"
SCHEDULE "A"
SCHEDULE "A"
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N. 5
3RD
N. WINNIFRED STREET
N. 5
3RD
STR
EE
TS
TRE
ET
N. WINNIFRED STREET
N. 5
4TH
STR
EE
T
N. WINNIFRED STREET
SA
WC
UT
LIM
ITS
5323 N. WINNIFRED ST
5330 N. WINNIFRED ST
Winnifred St., N. 51st St. to N. 54th St.
18 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Intersection Curb Ramps.dwg
53rd St. & 54th St. Intersection & CurbRamp Improvements
A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
BID DOCUMENTSCURB RADIUS TABLESTREET LIGHTING TABLE
SCHEDULE "A" STORM TABLE
SCHEDULE "C" STORM TABLE
HYDRANT ASSEMBLY DETAILSCHEDULE "A"
SCHEDULE "A"SCHEDULE "A"
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104
106
108
110
104
106
108
110
0 20 400-20-40102
104
106
108
102
104
106
108
0 20 400-20-40102
104
106
108
102
104
106
108
0 20 400-20-40
EX. 2" GASMAIN
EX. 2" GASMAIN
EX. 2" GASMAIN
98
100
102
104
98
100
102
104
0 20 400-20-4098
100
102
104
98
100
102
104
0 20 400-20-40 98
100
102
104
98
100
102
104
0 20 400-20-40
EX. 2" GASMAIN
EX. 2" GASMAIN
114
116
118
120
114
116
118
120
0 20 400-20-40112
114
116
118
112
114
116
118
0 20 400-20-40 112
114
116
118
112
114
116
118
0 20 400-20-40110
112
114
116
110
112
114
116
0 20 400-20-40
EX. 2" GASMAIN
EX. 2" GASMAIN
EX. 2" GASMAIN
EX. 2" GASMAIN
110
112
114
116
110
112
114
116
0 20 400-20-40 108
110
112
114
108
110
112
114
0 20 400-20-40108
110
112
114
108
110
112
114
0 20 400-20-40106
108
110
112
106
108
110
112
0 20 400-20-40
EX. 2" GASMAIN
EX. 2" GASMAIN
EX. 2" GASMAIN
EX. 2" GASMAIN
122
124
126
128
122
124
126
128
0 20 400-20-40120
122
124
126
120
122
124
126
0 20 400-20-40120
122
124
126
120
122
124
126
0 20 400-20-40118
120
122
124
118
120
122
124
0 20 400-20-40
EX. 2" GASMAIN
EX. 2" GASMAIN
EX. 2" GASMAIN
EX. 2" GASMAIN
4+00.00
118
120
122
118
120
122
0 20 400-20-40116
118
120
122
116
118
120
122
0 20 400-20-40116
118
120
122
116
118
120
122
0 20 400-20-40
EX. 2" GASMAIN
EX. 2" GASMAIN
EX. 2" GASMAIN
100
102
104
106
100
102
104
106
0 20 400-20-40
EX. 2" GASMAIN
Winnifred St., N. 51st St. to N. 54th St.
19 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Land Surveying
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
Cross Sections
14101 Winnifred St. Cross Sections.dwg
51S
T. S
T. T
O 5
2ND
ST.
52N
D. S
T. T
O 5
3RD
ST.
53R
D S
T. T
O 5
4TH
ST.
BID DOCUMENTS
STA. 2+00 STA. 2+50 STA. 3+00 STA. 3+50
STA. 4+00
STA. 4+50 STA. 5+00
STA. 6+00 STA. 6+50 STA. 7+00 STA. 7+50
STA. 8+00 STA. 8+50 STA. 9+00 STA. 9+50
STA. 12+50
STA. 13+00 STA. 13+50 STA. 13+90
STA. 11+00 STA. 11+50 STA. 12+00
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.Surface Restoration Details
20 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Engineering and Planning
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Details.dwg
BID DOCUMENTS
CEMENT CONCRETE CURB& GUTTER-CURB 2
CEMENT CONCRETECURB TRANSITION
REFUGE MEDIAN DETAIL
STAMPED COLORED CONCRETE SECTION DETAIL
ROADWAY SECTION RESTORATION DETAIL
PLAN VIEW
SECTION VIEW
MEDIAN CROSSING CONCRETE SECTION DETAIL
LANDSCAPE AREA SECTION DETAIL
PAVEMENT GRINDING DETAIL
SOD RESTORATION DETAIL
EXPANSION JOINT DETAIL
TREE & TREE ROOT PROTECTION DETAIL
LANDSCAPE EDGING DETAIL
SCHEDULE "A"
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.Curb Ramp Details
21 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Engineering and Planning
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Details.dwg
BID DOCUMENTS
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.Storm & Sewer Details
22 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Engineering and Planning
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Details.dwg
CATCH BASIN TYPE 1
SHEET 1 OF 1 SHEET
ALL METAL PIPE
CORRUGATED POLYETHYLENE
STORM SEWER PIPE
12"
15"
12"
15"
15"
(SEE NOTE 1)
#3 BAR EACH CORNER
18" MIN.
#3 BAR HOOP
#3 BAR EACH CORNER
#3 BAR HOOP EACH SIDE
#3 BAR EACH WAY
ONE #3 BAR FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY)
2", 4", 6", 12", OR 24"
As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
The frame and grate may be installed with the flange down, or integrally
cast into the adjustment section with flange up.
The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
The opening shall be measured at the top of the Precast Base Section.
All pickup holes shall be grouted full after the basin has been placed.
1.
2.
3.
4.
5.
6.
7.
MAXIMUM
INSIDE
DIAMETER
REINFORCED OR
PLAIN CONCRETE
CPSSP
(STD. SPEC. 9-05.20)
SOLID WALL PVC
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
(STD. SPEC. 9-05.12(2))
06-16-11
FO
UN
DR
Y N
AM
E
SLOT ~ SEE DETAIL
AND NOTE 1
RECTANGULARBI-DIRECTIONALVANED GRATE
SHEET 1 OF 1 SHEET
1"
3"
5"
5"
5"
5"
20"
5"
3"
5"
1/2"
3/4"
1 1/4"
5/8"
SEE NOTE 1
24"
4 EQUAL SPACES 4 EQUAL SPACES
1 5/8" M
AX
.
TOP
NOTES
1.
2.
3.
Bolt-down capability is required on all frames, grates, and covers, unless
specified otherwise in the Contract. Provide 2 holes in the frame that are
vertically aligned with the grate or cover slots. The frame shall accept the
5/8" - 11 NC × 2" Allen head cap screw by being tapped, or other approved
mechanism. Location of bolt-down holes varies by manufacturer.
Refer to Standard Specification 9-05.15(2) for additional requirements.
For frame details, see Standard Plan B-30.10.
DIRECTION OF FLOW
RECTANGULARVANED GRATE
SHEET 1 OF 1 SHEET
SLOT ~ SEE DETAIL
AND NOTE 1
FLOW
FLOW
FO
UN
DR
Y N
AM
ED
I
24"
1 5/8" M
AX
.
7 OR 8 EQUAL SPACES
1"
3"
5"
5"
5"
20"
5"
5"
5"
3"
1/2"
3/4"
1 1/4"
5/8"
NOTES
1.
2.
3.
Bolt-down capability is required on all frames, grates, and covers, unless specified
otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned
with the grate or cover slots. The frame shall accept the 5/8" - 11 NC × 2" Allen
head cap screw by being tapped, or other approved mechanism. Location of bolt-
down holes varies by manufacturer.
For frame details, see Standard Plan B-30.10.
Refer to Standard Specification 9-05.15(2) for additional requirements.
BID DOCUMENTS
6" CLEANOUT DETAIL
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
SEPARATE BASE
PRECAST
INTEGRAL BASE
PRECAST WITH RISER
2" M
IN
.
16
" M
AX
.
28
" M
AX
.
CATCH BASIN FRAME AND VANED GRATE
OR MANHOLE RING AND COVER
15
' - 0
" M
AX
. (F
OR
M
AIN
TE
NA
NC
E)
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
FLAT SLAB TOP
MORTAR (TYP.)
SEE TABLE
STEPS OR
LADDER
REINFORCING STEEL (TYP.)
GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
12
"
12
" M
AX
.
1" M
IN
.
2.5
" M
AX
.
24
" M
IN
.
12"
(T
YP
.)
"O" RING
6"
48"
54"
60"
72"
84"
96"
4"
4.5"
5"
6"
8"
8" 12"
12"
8"
8"
8"
6" 36"
42"
48"
60"
72"
84" 12"
12"
12"
8"
8"
8"
48"
54"
60"
72"
84"
96"
24"
30"
36"
42"
54"
60"
36"
42"
48"
48"
48"72"
36"
30"
36"
42"
54"
60"
60"
54"
42"
30"
24" 30"
36"
42"
48"
48"
48"
30"
1
2
3
321
120"
144" 12"
12" 96"
108" 12"
12"10"
12"
120"
144" 96"
84"
60"
60" 48"
48"
48"
48"
Corrugated Polyethylene Storm Sewer Pipe (Standard Specification 9-05.20)
No steps are required when height is 4' or less.
The bottom of the precast catch basin may be sloped to facilitate cleaning.
The rectangular frame and grate may be installed with the flange up or down.
The frame may be cast into the adjustment section.
Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9-04.3.
1.
2.
3.
4.
CATCH BASIN TYPE 2
SHEET 1 OF 1 SHEET
(48" - 72" ONLY)
MIN.
WALL
THICKNESS
MIN.
BASE
THICKNESS
CATCH
BASIN
DIAMETER
CATCH
BASIN
DIAMETER
ALL
METAL
SOLID
WALL
PVC
PROFILE
WALL
PVC
66"
78"
MINIMUM 2 ADJUSTMENT GRADE RINGS
REQUIRED
RECTANGULAR ADJUSTMENT SECTION
MINIMUM 2 ADJUSTMENT GRADE RINGS
REQUIRED
NOTE:
(SCHEDULE "D")
SCHEDULE "D"
1"
1"
1"
6"
3/4
"
1 1/4"
23 3/4"
33 3/4"
26 3/8"
25 1/4"
NOTES
RECESSED TYPE 1 CATCH BASIN DETAIL
TO NEW CATCH BASIN DETAILCONNECTION OF EXISTING PIPE
AND COVERCIRCULAR FRAME (GRADE RING)
DRAIN
1/2" (TYP.)
(3) 1" LIFT HOLES
25"
2"
1"
1"
3/8"
1 7/8"
5/8" -11 NC x 1 1/4"
SS SOC HD CAP SCREW
(3 REQ'D)
3" RAISED LETTERS
AS REQUIRED
1 1/2" CORE (TYP.)
DRILL AND TAP 5/8" - 11 NC
120° (TYP. 3PL.)
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A PORTION OF THE NORTHEAST QUARTER OFSECTION 23, TOWNSHIP 21 NORTH, RANGE 2 EAST, W.M.
CITY OF RUSTON, PIERCE COUNTY, WASHINGTON
Winnifred St., N. 51st St. to N. 54th St.Electrical Details
23 of 23
CITY OF
RUSTON
Civil Municipal Geotechnical Engineering and Planning
Jerome W. Morrissette & Associates Inc., P.S.1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
Approved By
SHEET
NO DATE BY APPR REVISIONS
TIB PROJECT # 6-P-135(002)-1
14101 Winnifred St. Details.dwg
BID DOCUMENTS
1" ELECTRICAL SURFACE ANDTRENCH RESTORATION DETAIL
6" & 3" COMMON TRENCH ELECTRICALSURFACE AND TRENCH RESTORATION DETAIL
12"
STREET LIGHT J-BOX
15-7/18"
21-18"
2"
17"
Approx
Approx
11-3/4"
14-1/8"x19-1/4"
Set handhole flush
to final grade
PULLING BELL (TYP.)
1" SCHEDULE 40 PVC
ELECTRICAL CONDUIT
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