HomeMy WebLinkAboutVuecrest As-Builts0
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5. Remove filters after homes are constructed.
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Date:14"TYPICAL SECTION ~ WITHOUT CURB1"SHOULDER
14"W ~ SEE TABLE
GROUND LINE
FACE OFBARRIER
SHOULDER
TYPICAL SECTION ~ WITH CURB6"MAX.GROUND LINEMID SPANSPLICE
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 : 1VBUT NOTSTEEPER THAN 1H : 1V
FACE OFBARRIER
W ~ SEE TABLE
FACE OFCURB LIMIT 2' - 7"2' - 7"2' - 7"GROUND LINE
HINGEPOINT
SLOPE ~SEE TABLE
HINGEPOINT
SLOPE ~SEE TABLE
ANTI-ROTATIONNAIL 16d (TYP.)
RAIL ELEMENT
5.
5/8" (IN) x 14" (IN) BUTTON HEAD BOLTWITH 7/32" (IN) OVAL GRIP ANDRECESSED HEX NUT (TYP.)
3/4" (IN) DIAM. HOLETHROUGH BLOCKFOR TIMBER POSTATTACHMENT
3/4" (IN) DIAM. HOLE THROUGH BLOCKFOR STEEL POST ATTACHMENT
3/4" (IN) DIAM. HOLE FOR BUTTONHEAD BOLT (TYP.)
3/4" (IN) x 2 1/2" (IN)SLOT (TYP.)
1/4" (IN) DIAM. HOLE FORANTI-ROTATION 16d NAIL(TYP.)
5/8" (IN) x 22" (IN) BUTTON HEAD BOLTWITH 7/32" (IN) OVAL GRIP ANDRECESSED HEX NUT (TYP.)
5/8" (IN) RECESSEDHEX NUT (TYP.)
(6' - 0" LONG POSTS)
6 x 12 BLOCKOUT(SEE NOTES 3 & 4)
6 x 12 BLOCKOUT(SEE NOTE 4)
PERMISSIBLE CURBPLACEMENT 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) BUTTONHEAD BOLT WITH 7/32" (IN)OVAL GRIP AND RECESSEDHEX NUT (TYP.)
CUT WASHER (TYP.)ANTI-ROTATIONNAIL 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 ORW6 x 8.5 OR W6 x 9 STEELPOST (SEE NOTES 1 & 5)
5/8" (IN) RECESSEDHEX NUT (TYP.)
6 x 8 x 6' (FT) LONG TIMBER POST
(SEE NOTES 1 & 5)
6 x 8 TIMBER POST ORW6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
Refer to Standard Plans C-1 and C-1b foradditional details not shown on this plan.
Extend shoulder pavement to provide a base for theextruded curb. See Contract Plans for exceptions todistances 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 blocksshall be secured to the posts with anti-rotation nails.If combination blocks are used, the adjacent blocksshall be toenailed with two 16d galvanized nails toprevent block rotation.
Wood blocks are shown. Blocks of an approved
alternative material may be used. See StandardSpecification 9-16.3(2).
All posts for any standard barrier run shall be of thesame type: timber or steel.
5/8" (IN) x 1 1/4" (IN) BUTTON HEAD BOLTWITH 7/32" (IN) OVAL GRIP (TYP.)AND RECESSED HEX NUTS ~
EIGHT (8) REQUIRED PER SPLICE
6 x 8 TIMBER POST, ORW6 x 8.5 OR W6 x 9STEEL 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 GUARDRAILTYPE 31
PAY LIMIT
BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL ~ PAY LIMIT
4' - 7"
LENGTH OF NEEDPOINT
BEAM GUARDRAIL TYPE 31 ~ PAY LIMIT 10' - 0" MIN.EDGE OF WIDENEDEMBANKMENT
6 1
4' - 0" MIN.BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL (SEE NOTE 3)
GROUNDLINE2' - 7"5' - 8"
BEAM GUARDRAILTYPE 31
GROUNDLINE
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 OFNEED 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 SafetyHardware (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 WSDOTQualified 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 mphor less.
An SKT-SP-MGS (TL-2) as manufactured by Road Systems,Inc. or SOFTSTOP (TL-2) as manufactured by Trinity HighwayProducts, LLC shall be installed according to manufacturer'srecommendations.
A reflectorized object marker shall be installed according tomanufacturer's recommendations.
When snow load post washers and snow load rail washers arerequired 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 theterminal 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 of38' - 3 1/2" with a maximum offsetof 12" (in) at the anchorpost.
For terminal details, see WSDOT approved manufacturer'sdrawings.
The SOFTSTOPterminal is suppliedwith steel posts only.It can be used withguardrail runscomposed of steelor wood guardrailposts.
8.
SOFTSTOP (TL-2)
(SEE NOTE 8)
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1 INCH = 40 FT.
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10 20 40
1 INCH = 20 FT.
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1 INCH = 5 FT.SEE SHEET C17BY:Date:
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10 20 40
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Date:MATCHLINE STA. 21+00SEE SHEET C18MATCHLINE STA. 15+80SEE SHEET C16SEE SHE
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10 20 40
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GRAPHIC SCALE
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10 20 40
1 INCH = 20 FT.
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GRAPHIC SCALE
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10 20 40
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0GRAPHIC SCALE2040801 INCH = 40 FT.BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:AS-BUILT
GRAPHIC SCALE00HORIZONTALVERTICAL1020401 INCH = 20 FT.2.55101 INCH = 5 FT.SEE SHEET C27BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:MATCHLINE STA. 15+80
SEE SHEET C27AS-BUILT
GRAPHIC SCALE00HORIZONTALVERTICAL1020401 INCH = 20 FT.2.55101 INCH = 5 FT.SEE SHEET C28BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:MATCHLINE STA. 20+80
SEE SHEET C28
MATCHLINE STA. 15+80SEE SHEET C26 SEE SHEET C26AS-BUILT
GRAPHIC SCALE00HORIZONTALVERTICAL1020401 INCH = 20 FT.2.55101 INCH = 5 FT.BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:MATCHLINE STA. 20+80SEE SHEET C27 SEE SHEET C27AS-BUILT
GRAPHIC SCALE00HORIZONTALVERTICAL1020401 INCH = 20 FT.2.55101 INCH = 5 FT.BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:AS-BUILT
AS-BUILT
0GRAPHIC SCALE2040801 INCH = 40 FT.BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:PAS-BUILT
SEE SHEET C33
BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:0GRAPHIC SCALE2040801 INCH = 40 FT.AS-BUILT
0GRAPHIC SCALE2040801 INCH = 40 FT.BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:SEE SHEET C32AS-BUILT