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HomeMy WebLinkAboutVuecrest As-Builts V10 GRAPHIC SCALE 50 100 200 1 INCH = 100 FT. BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:AS-BUILT 0 GRAPHIC SCALE 25 50 100 1 INCH = 50 FT. BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:AS-BUILT 0 GRAPHIC SCALE 20 40 80 1 INCH = 40 FT. BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:SEE SHEET C4AS-BUILT 0 GRAPHIC SCALE 20 40 80 1 INCH = 40 FT. BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:SEE SHEET C3AS-BUILT 0 GRAPHIC SCALE 25 50 100 1 INCH = 50 FT. BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:AS-BUILT BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:AS-BUILT 0 GRAPHIC SCALE 25 50 100 1 INCH = 50 FT. BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:AS-BUILT BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: 5. Remove filters after homes are constructed. 0 GRAPHIC SCALE 20 40 80 1 INCH = 40 FT. BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:SEE SHEET C10AS-BUILT 0 GRAPHIC SCALE 20 40 80 1 INCH = 40 FT. BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:SEE SHEET C9AS-BUILT BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date:AS-BUILT BY:Date: RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: 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) AS-BUILT RECOMMENDED FOR APPOVAL BY: BY: BY: Date: Date: Date: BY:Date: AS-BUILT 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 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 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 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 E T C 1 6 AS-BUILT 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. 21+00SEE SHEET C17SEE SHEET C17AS-BUILT 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 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 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 BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:AS-BUILT BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:AS-BUILT BY:Date:RECOMMENDED FOR APPOVALBY:BY:BY:Date:Date:Date:AS-BUILT 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