HomeMy WebLinkAboutAB-38970
GRAPHIC SCALE
50 100 200
1 INCH = 100 FT.
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RECOMMENDED FOR APPOVAL
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AS-BUILT
R-389751
0
GRAPHIC SCALE
25 50 100
1 INCH = 50 FT.
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RECOMMENDED FOR APPOVAL
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AS-BUILT
R-389752
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
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RECOMMENDED FOR APPOVAL
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Date:SEE SHEET C4AS-BUILT
R-389753
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
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RECOMMENDED FOR APPOVAL
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Date:SEE SHEET C3AS-BUILT
R-389754
0
GRAPHIC SCALE
25 50 100
1 INCH = 50 FT.
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RECOMMENDED FOR APPOVAL
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AS-BUILT
R-389755
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RECOMMENDED FOR APPOVAL
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AS-BUILT
R-389756
0
GRAPHIC SCALE
25 50 100
1 INCH = 50 FT.
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AS-BUILT
R-389757
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5. Remove filters after homes are constructed.
AS-BUILT
R-389758
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
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Date:SEE SHEET C10AS-BUILT
R-389759
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
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RECOMMENDED FOR APPOVAL
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BY:
BY:
Date:
Date:
Date:SEE SHEET C9AS-BUILT
R-389760
BY:Date:
RECOMMENDED FOR APPOVAL
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AS-BUILT
R-389761
T-389710
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RECOMMENDED FOR APPOVAL
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Date:
Date:14"TYPICAL SECTION ~ WITHOUT CURB1"SHOULDER
14"W ~ SEE TABLE
GROUND LINE
FACE OF
BARRIER
SHOULDER
TYPICAL SECTION ~ WITH CURB6"MAX.GROUND LINEMID SPAN
SPLICE
6' - 3"6' - 3"6' - 3"3' - 1 1/2"
BEAM GUARDRAIL TYPE 31
13' - 6 1/2"
1' - 0 1/4"
4 1/4"
(TYP.)
3' - 1 1/2"6' - 3"
2" (TYP.)1" (TYP.)1" (TYP.)
STEEL POST
WOOD BLOCK
RAIL ELEMENT
(TYP.)
1
12"
ACTUAL
12"
ACTUAL
1"1
SLOPE \ EMBANKMENT TABLE
2.5' MIN.
4.0' MIN.
3' - 1 1/2"
SYMMETRICAL
ABOUT `
4 1/4"
(TYP.)7"1 3/16"
1.
2.
3.
1 3/16"
4.
2H : 1V OR FLATTER
STEEPER THAN 2H : 1V
BUT NOT
STEEPER THAN 1H : 1V
FACE OF
BARRIER
W ~ SEE TABLE
FACE OF
CURB LIMIT 2' - 7"2' - 7"2' - 7"GROUND LINE
HINGEPOINT
SLOPE ~
SEE TABLE
HINGEPOINT
SLOPE ~
SEE TABLE
ANTI-ROTATION
NAIL 16d (TYP.)
RAIL ELEMENT
5.
5/8" (IN) x 14" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIP AND
RECESSED HEX NUT (TYP.)
3/4" (IN) DIAM. HOLE
THROUGH BLOCK
FOR TIMBER POST
ATTACHMENT
3/4" (IN) DIAM. HOLE THROUGH BLOCK
FOR STEEL POST ATTACHMENT
3/4" (IN) DIAM. HOLE FOR BUTTON
HEAD BOLT (TYP.)
3/4" (IN) x 2 1/2" (IN)
SLOT (TYP.)
1/4" (IN) DIAM. HOLE FOR
ANTI-ROTATION 16d NAIL
(TYP.)
5/8" (IN) x 22" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIP AND
RECESSED HEX NUT (TYP.)
5/8" (IN) RECESSED
HEX NUT (TYP.)
(6' - 0" LONG POSTS)
6 x 12 BLOCKOUT
(SEE NOTES 3 & 4)
6 x 12 BLOCKOUT
(SEE NOTE 4)
PERMISSIBLE CURB
PLACEMENT AREA
(SEE NOTE 2)(SEE NOTE 3)
(SEE NOTE 3)
(SEE NOTE 3)
6 x 12 BLOCKOUT (TYP.)
(SEE NOTE 3)
(6' - 0" LONG POSTS)
6 x 12 BLOCKOUT
(SEE NOTE 4)
5/8" (IN) x 14" (IN) BUTTON
HEAD BOLT WITH 7/32" (IN)
OVAL GRIP AND RECESSED
HEX NUT (TYP.)
CUT WASHER (TYP.)ANTI-ROTATION
NAIL 16d (TYP.)
W6 x 8.5 x 6' (FT) OR
W6 x 9 x 6' (FT) LONG
STEEL POST
(SEE NOTES 1 & 5)
6 x 8 TIMBER POST OR
W6 x 8.5 OR W6 x 9
STEEL POST (TYP.)
6 x 8 TIMBER POST OR
W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
5/8" (IN) RECESSED
HEX NUT (TYP.)
6 x 8 x 6' (FT) LONG
TIMBER POST
(SEE NOTES 1 & 5)
6 x 8 TIMBER POST OR
W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
Refer to Standard Plans C-1 and C-1b for
additional details not shown on this plan.
Extend shoulder pavement to provide a base for the
extruded curb. See Contract Plans for exceptions to
distances shown.
Use a single block or combination of blocks (no more
than two (2) to achieve the actual 12" (in) offset. See
Standard Specification 9-16.3(2). Wood blocks
shall be secured to the posts with anti-rotation nails.
If combination blocks are used, the adjacent blocks
shall be toenailed with two 16d galvanized nails to
prevent block rotation.
Wood blocks are shown. Blocks of an approved
alternative material may be used. See Standard
Specification 9-16.3(2).
All posts for any standard barrier run shall be of the
same type: timber or steel.
5/8" (IN) x 1 1/4" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIP (TYP.)
AND RECESSED HEX NUTS ~
EIGHT (8) REQUIRED PER SPLICE
6 x 8 TIMBER POST, OR
W6 x 8.5 OR W6 x 9
STEEL POST
(SEE NOTES 1 & 5)
NOTES
TYPICAL ELEVATION
TYPICAL RAIL ELEMENT
SHEET 1 OF 1 SHEET
7.
6.
5.
1.
2.
3.
4.
BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL ~ PAY LIMIT
PAY LIMIT
BEAM GUARDRAIL TYPE 31NON-FLARED TERMINAL(POSTED SPEED45 MPH AND BELOW)
BEAM GUARDRAIL
TYPE 31
PAY LIMIT
BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL ~ PAY LIMIT
4' - 7"
LENGTH OF NEED
POINT
BEAM GUARDRAIL TYPE 31 ~ PAY LIMIT 10' - 0" MIN.
EDGE OF WIDENED
EMBANKMENT
6
1
4' - 0" MIN.BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL (SEE NOTE 3)
GROUND
LINE2' - 7"5' - 8"
BEAM GUARDRAIL
TYPE 31
GROUND
LINE
2' - 7"SKT-SP-MGS (TL-2) SYSTEM LENGTH = 28' - 1 1/2"
(SEE NOTE 6)
SOFTSTOP (TL-2) SYSTEM LENGTH = 38' - 3 1/2"
SKT-SP MGS (TL-2)
(SKT-SP-MGS (TL-2) SHOWN)
LENGTH OF
NEED POINT
EDGE OF PAVED (OR UN-PAVED)
SHOULDER
SEE NOTE 4
SEE NOTE 4
(SEE NOTE 6)
20 : 1 SLOPE OR FLATTER
(RELATIVE TO GRADE)
10 : 1 SLOPE OR FLATTER
ANCHOR
POST
POST 1
POST 1
OFFSET ~ SEE NOTE 6
6' - 3"
(TYP.)
6' - 3"
(TYP.)
The Implementation of the Manual for Assessment of Safety
Hardware (MASH) criteria may result in the acceptance ofguardrail terminal systems currently not shown on this plan,or the elimination of guardrail terminals that are on this plan.Non-Flared terminals shall be selected from the WSDOT
Qualified Products List (QPL) or approved through the WSDOTRequest for Approval of Materials (RAM) process.
This terminal is FHWA eligible at Test Level Two (TL-2) andmay be used in applications with posted speeds of 45 mph
or less.
An SKT-SP-MGS (TL-2) as manufactured by Road Systems,Inc. or SOFTSTOP (TL-2) as manufactured by Trinity Highway
Products, LLC shall be installed according to manufacturer's
recommendations.
A reflectorized object marker shall be installed according tomanufacturer's recommendations.
When snow load post washers and snow load rail washers are
required by the Contract, the snow load rail washers shall notbe installed within the terminal limits.
Terminal shall be installed at a widening, ensuring the end pieceis entirely off the shoulder. While this terminal does not requirean offset at the end, a flare is recommended. For the SKT-SP-MGS(TL-2), a maximum flare of 25 : 1 or flatter over the length of the
terminal is allowed with a maximum offset of 24" (in) over 50' (ft).
For the SOFTSTOP (TL-2) a maximum flare of 38.29 : 1 or flatteris allowed over the system length of
38' - 3 1/2" with a maximum offsetof 12" (in) at the anchorpost.
For terminal details, see WSDOT approved manufacturer's
drawings.
The SOFTSTOPterminal is supplied
with steel posts only.It can be used withguardrail runs
composed of steelor wood guardrail
posts.
8.
SOFTSTOP (TL-2)
(SEE NOTE 8)
AS-BUILT
R-389762
T-389711
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:
BY:Date:
AS-BUILT
R-389763
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:SEE SHEET C15AS-BUILT
R-389764
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:SEE SHEET C14AS-BUILT
R-389765
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.SEE SHEET C17BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:MATCHLINE STA. 15+80SEE SHEET C17AS-BUILT
R-389766
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.SEE SHEET C18BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:MATCHLINE STA. 21+00SEE SHEET C18MATCHLINE STA. 15+80SEE SHEET C16SEE SHE
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T
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1
6
AS-BUILT
R-389767
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
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BY:
BY:
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Date:
Date:MATCHLINE STA. 21+00SEE SHEET C17SEE SHEET C17AS-BUILT
R-389768
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
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BY:
BY:
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Date:
Date:
AS-BUILT
R-389769
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:
AS-BUILT
R-389770
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
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Date:
Date:
AS-BUILT
R-389771
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
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Date:
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AS-BUILT
R-389772
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
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Date:
Date:
AS-BUILT
R-389773
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
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Date:
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AS-BUILT
R-389774
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:
AS-BUILT
R-389775
S-389706
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.SEE SHEET C27BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:MATCHLINE STA. 15+80SEE SHEET C27AS-BUILT
R-389776
S-389707
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.SEE SHEET C28BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:MATCHLINE STA. 20+80SEE SHEET C28MATCHLINE STA. 15+80SEE SHEET C26SEE SH
E
E
T
C
2
6
AS-BUILT
R-389777
S-389708
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:MATCHLINE STA. 20+80SEE SHEET C27SEE SHEET C27AS-BUILT
R-389778
S-389709
GRAPHIC SCALE
0
0
HORIZONTAL
VERTICAL
10 20 40
1 INCH = 20 FT.
2.5 5 10
1 INCH = 5 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:
AS-BUILT
R-389779
S-389710
AS-BUILT
R-389780
S-389711
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
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Date:
Date:
P
AS-BUILT
R-389791
T-389712
R-387981
T-389712
SEE SHEET C33BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
AS-BUILT
R-389792
S-389712W-3897
R-387982
S-38971201
0
GRAPHIC SCALE
20 40 80
1 INCH = 40 FT.
BY:Date:
RECOMMENDED FOR APPOVAL
BY:
BY:
BY:
Date:
Date:
Date:SEE SHEET C32AS-BUILT
R-389793
S-389713W-389701
R-387983
S-38971302
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY D.R.
STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-
BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS
DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018."
AS-BUILTS
R-389794
T-389713
R-387984
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY D.R.
STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-
BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS
DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018."
AS-BUILTS
GPS * COORD.
N161816.6935',E1300943.8284'
N161816.6935',E1300945.8299'
N161816.6935',E1300936.7104'
N161816.6935',E1300818.7125'
N161816.6935',E1300708.0662'
N161816.6935',E1300587.8851'
N161816.6935',E1300470.1749'
N161816.6935',E1300401.7484'
N161816.6935',E1300282.7655'
N161816.6935',E1300166.4371'
N161816.6935',E1300066.2985'
N161816.6935',E1300076.1651'
N161816.6935',E1300040.3773'
N161816.6935',E1300076.2202'
N161816.6935',E1300042.4076'
N161816.6935',E1300078.4480'
N161816.6935',E1300043.2749'
N161816.6935',E1300079.5355'
N161816.6935',E1300035.4878'
N161816.6935',E1300060.0178'
N161816.6935',E1300023.6755'
4858A44
4859A44
4860A44
4861A44
4862A44
4863A44
4864A44
4865A44
4866A44
4867A44
4868A44
4869A44
4870A44
4871A44
4872A44
4873A44
4874A44
4875A44
4876A44
4877A44
4878A44
R-3897 5
T-389714
8
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY D.R.
STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-
BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED
BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018."
AS-BUILTS
R-389796
T-389715
R-387986
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY D.R.
STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-
BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS
DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018."
AS-BUILTS
R-389797
T-389716
R-387987