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20-104567-SE - PLAN SET - 11-24-2020 - V1JLB AHC CLM JXL COVER PAGE, SHEET INDEX, LOCATION MAP SW DASH POINT RD & 47TH AVE SW 217 1 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\COVER SHEET.dwg, 8/21/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity Seattle, WA 98104 719 Second Ave, Suite 1250 (206) 382-9800 www.dksassociates.com REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 K I N G C O U N T Y P I E R C E C O U N T Y 340TH S 320TH ST 1ST AVE SS DAS H P T R D HOYT RDS 312TH ST S 288TH ST MIL ITARY S 360TH ST 18 S 356TH ST21ST AVE SW28TH AVE SPACIFIC HWYPUGET SOUND S 348TH ST I-518TH AVE SS 304TH ST EXIT #14320TH PL SWS 308TH ST PROJECT LOCATION S DASH P T R D 16TH AVE SREDONDOCity of Federal Way Public Works Department SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT RFB NUMBER: 20-0010 FEDERAL AID NUMBER: HSIP-000S(528) N EW S APPROVED FOR CONSTRUCTION DESIREE S. WINKLER P.E. DEPUTY PUBLIC WORKS DIRECTOR DATE SHEET INDEX DESCRIPTION SHEET NUMBER COVER PAGE, SHEET INDEX, LOCATION MAP 1 LEGEND AND ABBREVIATIONS 2 TYPICAL ROADWAY SECTIONS 3 SURVEY CONTROL 4 SITE PREPARATION & TESC PLAN 5 ROUNDABOUT LAYOUT 6 ROADWAY PLAN AND PROFILES 7 ROADWAY PLAN AND PROFILES 8 STORMWATER PLAN 9 STROMWATER PROFILES 10 WALL PLAN AND PROFILES 11 WALL DETAILS 12 ILLUMINATION PLAN 13 ROADWAY & CHANNELIZATION PLAN 14 ROADWAY & CHANNELIZATION PLAN 15 SIGN SCHEDULE & DETAILS 16 TRAFFIC CONTROL PLAN 17 TRAFFIC CONTROL PLAN 18 TRAFFIC CONTROL PLAN 19 TRAFFIC CONTROL PLAN 20 TRAFFIC CONTROL PLAN 21 1 BEFORE YOU DIG 1-800-424-5555 CALL 3 WORKING DAYS LEGEND AND ABBREVIATIONS 2 SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-GN-01.dwg, 8/18/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYEXISTING LEGENDABBREVIATIONSΔ GENERAL NOTES:TYPICAL ROADWAY SECTION C-CTYPICAL ROADWAY SECTION D-DTYPICAL ROADWAY SECTION B-BTYPICAL ROADWAY SECTION A-AROADWAY SECTION KEY NOTES:TYPICAL ROADWAY SECTIONS3 SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-XS-01.dwg, 11/6/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYMOUNTABLE ISLAND DETAIL SURVEY CONTROL4 SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-SV-01.dwg, 10/30/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYSCALE IN FEET060120HA-LINE(SW DASH POINT )RDB-LINE(47TH )AVE SWA-LINE(SW DASH POINT )RD WxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxGxUGTxUGTxUGTxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWx WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxWxWxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTxSDxSDxUGPxUGPxUGPxWxWxWxWxWxWxWxWxGxGxGxGxGxGxGxGxGxGENERAL NOTESLEGENDCONSTRUCTION NOTESSITE PREPARATION & TESC PLANER-015 SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-ER-01.dwg, 11/6/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYSCALE IN FEET02040 ROUNDABOUT LAYOUT6A-LINE(SW DASH POINT RD) SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-RAB-01.dwg, 11/4/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYB-LINE ( 4 7 T H A V E S W)SCALE IN FEET02040(A-LINE)SW DASH POINT RDLEGEND ROADWAY PLAN AND PROFILES7 SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-PP-01.dwg, 11/3/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYSCALE IN FEET01020VSCALE IN FEET02040HA-LINE(SW DASH POINT )RDA-LINE(SW DASH POINT )RDSPLITTER ISLAND (TYP.)BUS APRONB-LINE(47TH )AVE SWMMKSW DASH PT RD SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-PP-01.dwg, 11/3/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYSCALE IN FEET01020VSCALE IN FEET02040HA-LINE(SW DASH POINT )RDSPLITTER ISLAND (TYP.)BUS APRONB-LINE(47TH )AVE SWMMKROADWAY PLAN AND PROFILES8C-LINE (COUNTERCLOCKWISE)FACE OF CURB47TH AVE SWB-LINE PROFILEC-LINE PROFILE (TRUCK APRON) STORMWATER PLANSD-019 SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-SD-01.dwg, 11/5/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYSCALE IN FEET02040NOTES:LEGEND:EXISTING DITCH IE IN:168.86 (12" W)IE IN:168.86 (12" NE)STORMWATER PROFILESSD-0210 SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-SD-01.dwg, 11/5/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EY024VSCALE IN FEET02040H A-LINE(SW DASH POINT )RDA-LINE(SW DASH POINT )RDB-LINE(47TH )AVE SWΔΔΔΔWALL PLAN AND PROFILES11 SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-WL-01.dwg, 11/4/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYSCALE IN FEET048VSCALE IN FEET02040HMMKSW DASH PT RDLEGEND SW DASH POINT ROAD & 47TH AVE SW COMPACT ROUNDABOUT WGHBJSMBWCMJ21DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.CITY PROJECT #:OFn:\Projects\1897 dks associates\1897.01 sw dash point rd 47th ave sw compact rab\CADD\1897.01-WL-01.dwg, 11/4/2020SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on Opportunity8730 TALLON LANE NE, SUITE 200LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMSENNIOALBF EP R ON D39915IGERSERETSJRADLSTATEOF.SWASHIGINEERHEA G T O N EYMMKWALL DETAILS12BLACK VINYL COATED CHAIN LINK FENCE DETAILMODULAR BLOCK WALL DETAIL SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x SD x SD x SDx SD x SD x SD x SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDxSDxSDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDx SDx SDxSDxSDxSDxSDx SDxSDxSDxSDxSDx SDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDxSDxSDxSDxSD x SD x SDxSDxSDxSDxSD x SDxSDxSDxSDxSDx SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGx Gx GxGxGxGx Gx Gx Gx GxGx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx GxGx Gx Gx Gx Gx Gx Gx Gx Gx GxGx GxGx Gx Gx Gx GxGx Gx GxGx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx GxGx Gx Gx Gx Gx Gx GxGx Gx GxGx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx GxGx Gx GxGx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx GxGxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx GxGx GxGx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx GxGx GxGx Gx GxGx Gx Gx Gx GxGxGx Gx GxGxGx GxGxGx GxGx GxGx GxGxGxGx Gx GxGx Gx Gx GxGxGxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGT x UGTx UGT x UGT x UGTx UGT x UGTx UG T x UGT x UGT x UGTx UGT x UGTx UGT x UGT x UGTx UGTx UGTx UGT x UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGT x UGTx UGTx UGTx UGTx UGTx UGT x UGTx UGTx UGTx UGTx UGTx UGT x UGTx UGTx UGT x UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTxUGTxUGTx UG T x UGT x UGT x UG T x UGTxUGT x UGTx UGT x UGTx UG T x UGTxUG T x UG T x UGTx UG T x UG T x UGTx UGTx UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UGTx UG T x UG T x UG T x UGTx UG T x UG T x UG T x UG T x UG T x UG T x UG T x UGTx UG T x UG T x UGTx UGTx UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UGT x UG T x UG T x UG T x UG T x UG T x UGT x UG T x UGT x UG T x UG T x UGTxUGTxUGTxUGTx UGT x UGTxUGTxUGTxUGTxUGTxUGT x UGT x UG T x UG T x UGT x UGT x UG T x UGT x UG T xUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUG T x UG T x UG T x UGTx UG T x UG T x UG T x UGTx UGTx UG T x UG T x UG T x UGTx UG T x UG T x UG T x UG T x UGTx UG T x UG T x UG T x UG T x UGTx UG T x UG T x UG T x UGTx UG T x UG T x UG T x UG T x UGTx UG T x UG T x UG T x UGTx UGTx UGTx UGTx UG T x UG T x UG T x UG T x UG T x UGTx UGTx UGTx UGTx UGTx UG T x UG T x UG T x UG T x UG T x UGTx UGTx UGTx UG T x UGTx UG T x UG T x UG T x UG T x UG T x UGTx UGTx UGTx UG T x UGTx UG T x UG T x UG T x UG T x UG T x UGTx UG T x UGTxUGTx UG T x UGTxUGTx UG T x UGT x UGTx UG T x UG T x UGTx UG T x UG T x UGTx UG T x UG T x UGTx UG T x UG T x UGTx UG T x UG T x UGTx UG T x UG T x UGTx UGTx UGT x UGTx UGTx UGT x UGTx UGTx UG T x UGTx UGTx UG T x UGTxUGTx UG T x UGTx UGTx UG T x UGTx UGTx UG T x UG T x UGTx UG T x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxOHPxOHP x OHP x OHPx OH P x OHP x OHPxOHP x OHP x OHPxOHPxOHP x OHPxOHPx OH P x OHP x OHPxOHP x OHP x OHPxOH P x OHP x OHPxOHPx OHP x OHPxOHPxOHP x OHP x OHPx OH P x OHP x OHPxOH P x OHP x OHPxOHPxOHP x OHPxOHPx OH P x OHP x OHPxOH P x OHP x OHPxOHP x OHP x OHPxOHPx OHP x OHPxOHPxOH P x OHP x OHPx OHP x OHP x OHPxOH P x OHP x OHPx OHPxOHP x OHPxOHPx OHP x OHP x OHPx OH P x OHP x OHPxOHP x OHP x OHPxOHPx OHP x OHPxOHPx OH P x OHP x OHPxOHP x OHP x OHPxOH P x OHP x OHPx OHPx OHP x OHPxOHPxOHP x OHPxOHPx OH P x OHP x OHPxOH P x OHP x OHPxOHPxOHP x OHPxOHPx OH P x OHPxOHPxOH P x OHP x OHPxOHP x OH P x OH P x OH P x OH P x OHP x OH P x OH P x OH P x OHP x OHP x OHP x OH P x OHPxOHPxOHPx OHPxOHPxOHP x OH P x OH P x OH P x OHPxOHPx OH P x OH P x OH P x OHPxOHPx OHPxOHPxOHPxOHPx OHP x OH P x OHPxOHP x OH P x OH P x OH P x OHP x OH P x OH P x OH P x OH P x OHP x OHP x OHPxOHPxOHPxOHPx OHPxOHPxOHP x OH P x OH P x OHPxOHPxOHP x OH P x OH P x OH P x OHPxOHPx OHPxOHPxOHPxOHP x OHP x OHPxOH P x OHP x OH P x OH P x OH P x OHP x OH P x OH P x OHPxOH P x OHP x OHPx OHPxOHPxOHPxOHPx OHPxOHPxOHP x OH P x OHPxOHPxOH P x OHP x OH P x OH P x OH P x OHPxOHPx OHPxOHPxOH P x OHP x OHP x OHPxOH P x OHP x OH P x OH P x OH P x OHP x OH P x OH P x OHPxOH P x OHPxOHPx OHPxOHPxOHPxOHPx OHPxOHPxOHP x OHPx OHPxOH P x OH P x OHP x OH P x OH P x OHPxOHPxOHPx OHPxOH P x OH P x OHP x OHPx OHPxOH P x OHP x OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHP x OHPx OHPx OHPx OHP x OHP x OHPx OHPx OHP x OHP x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHP x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHP x OHP x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHP x OHPx OHPx OHP x OHPx OHPx OHPx OHPx OHP x OHP x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHP x OHPx OHPx OHPx OHP x OHP x OHPx OHPx OHP x OHP x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHP x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHP x OHP x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHP x OHPx OHPx OHPx OHPx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTx UGTx UGTxUGTxUGTx UGTx UGTx UGTxUGTxUGTxUGTxUGTxUGTx UGTx UGTx UGTx UGTxUGTxUGTx UGTx UGTx UGTxUGTxUGTx UGTx UGTx UGTxUGTxUGTxUGTxUGTxUGTx UGTx UGTx UGTx UGTxUGTxUGTx UGTx UGTx UGTxUGTxUGTx UGTx UGTx UGTx UGTx UGTxUGTxUGTxUGTx UGTx UGTx UGTx UGTxUGTxUGTx UGTx UGTxUGTxUGTxUGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTxUGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTxUGTx UGTx UGTxUGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTxUGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTxUGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTxUGTx UGTx UGTxUGTxUGTx UGTx UGTxUGTxUGTx UGTx UGTxUGTx UGTx UGTxUGTxUGTx UGTx UGTxUGTxUGTx UGTxUGT x UGT x UGTxUGTxUGTx UGTx UG T x UG T x UGT x UGT x UGTxUGTxUGTx UGTx UGT x UG T x UGT x UGT x UGTxUGTx UGTx UGTx UG T x UG T x UGT x UGT x UGTxUGTxUGTx UGTx UGT x UG T x UGT x UGT x UGTxUGTx UGTx UGTx UG T x UGT x UGT x UGTxUG T x UGTxUG T x UGTx UG T x UGTx UG T x UGTxUG T x UGTx UGT x UGTx UGT x UGTx UG T x UGTx UG T x UGTx UGTx UG T x UGTxUG T x UGTxUG T x UGTx UG T x UGTx UG T x UGTxUG T x UGTx UGT x UGTx UGT x UGT x UG T x UGTx UGT x UGTx UGTx UG T x UGTxUG T x UGTxUG T x UGTx UG T x UGTx UG T x UGTx UGTxUG T x UGTxUGTxUGTxUGTxUGTx UGTx UGTx UGTx UGTxUGT x UGTx UG T x UGTx UGT x UG T x UGTxUG T x UGTxUGT x UGTx UG T x UGTx UGT x UG T x UGTx UG T x UGTxUGTx UGTxUGTx UGTxUGTxUGTx UGTxUGTx UGTx UGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTxUGTxUGTx SD x SDx SDx SDx SD x SDxSD x SDx SDx SDxSD x SD x SDxSDx SDx SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SDx SDx SD x SD x SD x SDx SDx SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDx SDxSDxSDx SDx SDxSDxUGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx Gx Gx GxGxGxGxGxGxGxGxGx Gx Gx Gx Gx GxGxGxGxGxGxGxGxGx Gx Gx Gx Gx Gx Gx GxGxGxGxGxGxGx Gx Gx Gx GxGxGx Gx Gx Gx GxGxGxGx Gx Gx Gx GxGxGxGxGx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx SDxSDxSDxSDxSDxS D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGxGx Gx Gx Gx G x G x G x G x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxUGTxUGTxUGTxUGTxUGTxUGT x UGTx UGT x UGT x UGTx UGT x UGTx UG T x UGT x UGT x UGTx UGT x UGTx UGT x UGT x UGTx UGTx UGTx UGT x UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGT x UGTx UGTx UGTx UGTx UGTx UGT x UGTx UGTx UGTx UGTx UGTx UGT x UGTx UGTx UGT x UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTxUGTxUGTx UG T x UGT x UGT x UG T x UGTxUGT x UGTx UGT x UGTx UG T x UGTxUG T x UG T x UGTx UG T x UG T x UGTx UGTx UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UGTx UG T x UG T x UG T x UGTx UG T x UG T x UG T x UG T x UG T x UG T x UG T x UGTx UG T x UG T x UGTx UGTx UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UG T x UGT x UG T x UG T x UG T x UG T x UG T x UGT x UG T x UGT x UG T x UG T x UGTxUGTxUGTxUGTx UGT x UGTxUGTxUGTxUGTxUGTxUGT x UGT x UG T x UG T x UGT x UGT x UG T x UGT x UG T xUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGT x UGTx UGT x UGTx UGTx UGTx UGTx UGTxUGTxUGTxUGTxUGTxOHPx OHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOH P x O H P x OH P x OH P x O H P x OH P x OHP x OH P x O H P x OH P x OHP x O H P x OH P x OHP x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTxSD x SDx SDx SDx SDx SDx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx Wx Wx Wx Wx Wx OHPx OHPx OHPx OHPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPxGxGxGxGxGx Gx GxGx Gx Gx GxGxGxGxGxGxGxGx Gx Gx UGTxUGTxUGTxUGTxUGTxUGTxUGTx UGT x UGT x UGTxUGTxUGTx UGTx UGTx UGTx UGTxUGTxUGTxUGTxUGTxUGTx UGTx UGTx UGTx UGTx UGTx WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxUGTxUGTx DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\ILLUMINATION PLAN.dwg, 9/9/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity Seattle, WA 98104 719 Second Ave, Suite 1250 (206) 382-9800 www.dksassociates.com REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 N EW S 020 20 40 GRAPHIC SCALE 10 JLB AHC CLM JXL ILLUMINATION PLAN SW DASH POINT RD & 47TH AVE SW 217 13 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT GENERAL NOTES 1.ALL ILLUMINATION DESIGN AND EQUIPMENT INSTALLATION SHALL BE IN ACCORDANCE WITH CFW STD. DETAILS 3-38 THRU 3-41 AND 3-45 UNLESS OTHERWISE NOTED. 2.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED IN THE FIELD. THE LOCATION OF ALL LUMINAIRES SHALL FOLLOW THE STATIONING SHOWN ON THE PLAN. ALL EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY. 3.ALL NEW LUMINAIRE POLE SHALL BE PLACED MINIMUM 6' BEHIND THE FACE OF EXTRUDED CURB WHEN PRESENT. 4.ALL ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION. 5.ALL NEW JUNCTION BOXES INSTALLED IN SOFTSCAPE SHALL HAVE CONCRETE COLLARS PER CITY OF FEDERAL WAY DWG 3-39A. CONSTRUCTION NOTES CONSTRUCT FOUNDATION AND FURNISH AND INSTALL A NEW SERVICE CABINET WITH FRONT DOOR FACING SOUTHWEST PER CFW STD. DETAIL 3-45. CONSTRUCTION FOUNDATION AND INSTALL A NEW LUMINAIRE POLE WITH A LUMINAIRE ARM PER CFW STD. DETAILS 3-39, 3-39A AND 3-39B. FURNISH AND INSTALL A NEW LED LUMINAIRE. SEE ILLUMINATION SCHEDULE AND SPECIAL PROVISION. INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-04 . INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-04. MAINTAIN AND PROTECT EXISTING POWER POLE AND TRANSFORMER. CONNECT PROPOSED SERVICE CABINET TO EXISTING POWER POLE. SW DASH P O I N T R D 47TH AVE SW1 2SW DASH PO INT RD LEGEND SIGN ILLUMINATION POLE JUNCTION BOX (TYPE 1, 2) SERVICE CABINET CONDUIT PROPOSED 1 2 2 2 2 2 2 5 3 4 5 2 WIRING NOTES NO.CONDUIT SIZE #8 NOTES 1 2"3 2 2"5 3 2"5 2"SPARE 4 2"PER PSE 5 2"2 SEE SHEETS 14 & 15 3 3 3 3 3 3 LUMINAIRE SCHEDULE LUMINAIRE #STATION OFFSET LUMINAIRE ARM ORIENTATION*LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT #COMMENTS 1 17+90.05 24.46' LT 61°COBRA, 83W, 4000K, 60 LED, 530MA (MII-B3-U0-G3), 240 V 8'35'FIXED A 2 19+0.27 25.32' LT 218°COBRA, 83W, 4000K, 60 LED, 530MA (MII-B3-U0-G3), 240 V 8'35'FIXED A 3 19+77.94 43.10' LT 243°COBRA, 83W, 4000K, 60 LED, 530MA (MII-B3-U0-G3), 240 V 8'35'FIXED A 4 9+52.21 27.58' LT 108°COBRA, 83W, 4000K, 60 LED, 530MA (MII-B3-U0-G3), 240 V 8'35'FIXED A 5 8+56.58 20.97' LT 99°COBRA, 83W, 4000K, 60 LED, 530MA (MII-B3-U0-G3), 240 V 8'35'FIXED A 6 20+75.77 20.49' RT 22°COBRA, 83W, 4000K, 60 LED, 530MA (MII-B3-U0-G3), 240 V 8'35'FIXED A 7 21+66.30 21.25' LT 180°COBRA, 83W, 4000K, 60 LED, 530MA (MII-B3-U0-G3), 240 V 8'35'FIXED A * : ORIENTATION ANGLE FOR LUMINAIRE ARM, DUE NORTH IS 0° 3 4 4 4 LUMINAIRE 1 LUMINAIRE 2 LUMINAIRE 3 LUMINAIRE 7 LUMINAIRE 6 LUMINAIRE 4 LUMINAIRE 5 13 1 1 1 1 2 1 1 1 1 1 3 2 2 3 2 4 1 2 4 5 5 5 ROW ROW ROW SSx SSx SSx SSxSSxSSxSSxSSx DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\CHAN PLAN.dwg, 11/11/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity Seattle, WA 98104 719 Second Ave, Suite 1250 (206) 382-9800 www.dksassociates.com REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 MATCHLINE B STA 8+00 SEE SHEET 15 N EW S 020 20 40 GRAPHIC SCALE 10 JLB AHC CLM JXL ROADWAY & CHANNELIZATION PLAN SW DASH POINT RD & 47TH AVE SW 217 14 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT GENERAL NOTES 1.REMOVE ALL CONFLICTING EXISTING CHANNELIZATION. 2.ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3.OFFSET SIGN 1' FROM BACK OF WALKWAY (WHEN PRESENT) UNLESS OTHERWISE NOTED. 4.NEW AND RELOCATED SIGNS SHALL BE INSTALLED ON NEW TYPE ST-2 POSTS PER WSDOT STD PLAN G-24.50-05. 5.ALL SIGNS NOT CALLED OUT TO BE REMOVED OR RELOCATED SHALL BE PROTECTED DURING CONSTRUCTION. 6.SEE SHEET 16 FOR SIGN SCHEDULE AND DETAILS. CONSTRUCTION NOTES INSTALL HOT APPLIED THERMOPLASTIC YIELD LINE SYMBOLS TYPE 2 PER WSDOT STD. PLAN M-24.60-04. INSTALL 4" PLASTIC PROFILED DOUBLE YELLOW CENTERLINE, (MATERIAL TYPE D), PER CFW STD DET 3-17. INSTALL HOT APPLIED THERMOPLASTIC CROSSWALK LINE (MATERIAL TYPE A), PER CFW STD DETAIL 3-21. INSTALL 4" MMA PROFILED YELLOW EDGE LINE WITH TYPE 2 RPMS PER CFW STD. DETAIL 3-17 CONSTRUCT FOUNDATION AND INSTALL SIGN POLE, W2-1 ROUNDABOUT SIGN AND TWO FLASHING BEACONS PER WSDOT STD. PLAN J-21.17-01. RUN TWO NEW #8 IN A NEW 1" CONDUIT TO THE CLOSEST PROPOSED JUNCTION BOX. SEE SPECIAL PROVISIONS. INSTALL 8" HOT APPLIED THERMOPLASTIC WHITE WIDE DOTTED ENTRY LANE LINE PER WSDOT STD. PLAN M-12.10-01. INSTALL RED MMA PAVEMENT MARKING ON THE ROUNDABOUT CENTER ISLAND. INSTALL 8" HOT APPLIED THERMOPLASTIC WHITE EDGE LINE PER WSDOT STD. PLAN M-12.10-01. INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-04. INSTALL TYPE 1S THERMOPLASTIC TRAFFIC ARROW PER WSDOT STD. PLANS M-12.10-02 AND M-24.40-02. SW DASH POINT RD 47TH AVE SW2 1 2 3 4 5 6 MATCH L I N E A S T A 1 8 + 5 0 S E E S H E E T 15 4 1 4 6 6 4 4 2 4 2 3 TYP. TYP. 2 1 6 9 37 8 11 10 5 12 13 14 4 15 6 8 8 8 SIGN CROSSWALK YIELD TYPE 2 JUNCTION BOX CONDUIT TYPE 1S TRAFFIC ARROW SIGN NOTE PROPOSED 3' 1' 1'1'14.7'14.8'13.4'0.7' (TYP)Ø47'15.5'1'1'12'14' 1 4 ' 0.7' 1 ' 1' 4 JOIN TO EXISTING STRIPING LEGEND 11' 5' 10.5' 4.5' 12' 11.8' 13.4' 5' 11' R=113'10'10'10' 1 0 ' JOIN TO EXISTING STRIPING 16 14 5 21 4 19 11'11.2' 5' R=200' 12.2' 13' 12'11' 5' 1' R=80' R=163'R=238' R=60' R=657' 5'Ø133'Ø55' R=250' 12 7 SEE ILLUMINATION PLANS FOR PROPOSED LIGHTING JUNCTION BOX LOCATION SEE ILLUMINATION PLANS FOR PROPOSED LIGHTING JUNCTION BOX LOCATION 23 24 0.5 % 0.5 % 0.5% 0.5% 8 5' 5' 9 9 # 28 27 12 7 12 12 R=251' R=201' R=164' R=80' R=110' ROW ROW ROW DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\CHAN PLAN.dwg, 11/11/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity Seattle, WA 98104 719 Second Ave, Suite 1250 (206) 382-9800 www.dksassociates.com REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 N EW S 020 20 40 GRAPHIC SCALE 10 JLB AHC CLM JXL ROADWAY & CHANNELIZATION PLAN SW DASH POINT RD & 47TH AVE SW 217 15 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT GENERAL NOTES 1.REMOVE ALL CONFLICTING EXISTING CHANNELIZATION. 2.ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3.OFFSET SIGN 1' FROM BACK OF WALKWAY (WHEN PRESENT) UNLESS OTHERWISE NOTED. 4.NEW AND RELOCATED SIGNS SHALL BE INSTALLED ON NEW TYPE ST-2 POSTS PER WSDOT STD PLAN G-24.50-05. 5.ALL SIGNS NOT CALLED OUT TO BE REMOVED OR RELOCATED SHALL BE PROTECTED DURING CONSTRUCTION. 6.SEE SHEET 16 FOR SIGN SCHEDULE AND DETAILS. CONSTRUCTION NOTES INSTALL 4" PLASTIC PROFILED DOUBLE YELLOW CENTERLINE, (MATERIAL TYPE D), PER CFW STD DET 3-17. INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-04. REMOVE EXISTING SIGN POST. CONSTRUCT FOUNDATION AND INSTALL SIGN POLE, W2-1 ROUNDABOUT SIGN AND TWO FLASHING BEACONS PER WSDOT STD. PLAN J-21.17-01. RUN TWO NEW #8 IN A NEW 1" CONDUIT TO THE CLOSEST PROPOSED JUNCTION BOX. SEE SPECIAL PROVISIONS. RELOCATE EXISTING SIGN TO NEW SIGN POST.SW DASH PO INT RD47TH AVE SW2 2 9 MATCHLINE B STA 8+00 SEE SHEET 14 18 SIGN JUNCTION BOX (TYPE 2) CONDUIT SIGN NOTE PROPOSED JOIN TO EXISTING STRIPING LEGEND 11'11'4' MATCH L I N E A S T A 1 8 + 5 0 S E E S H E E T 14JOIN TO EXISTING STRIPING JOIN TO EXISTING STRIPING 2 15 10 20 10 16 22 7' 10 11 17 11 9 SEE ILLUMINATION PLANS FOR PROPOSED LIGHTING JUNCTION BOX LOCATION 26 25 9 # 18' 12' 5' 3' R=91' 1' 1' DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\CHAN PLAN.dwg, 11/11/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity Seattle, WA 98104 719 Second Ave, Suite 1250 (206) 382-9800 www.dksassociates.com REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 JLB AHC CLM JXL SIGN SCHEDULE & DETAILS 217 16 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT SIGN SCHEDULE SIGN NO. SIGN CODE DESCRIPTION STATION OFFSET SIZE REMARKS 1 -EX. STORM WATER POND INFORMATION SIGN EX EX EX" X EX"PROTECT IN PLACE 2 -EX. NO TRUCKS OVER 15 TONS GVWR EXCEPT LOCAL DELIVERIES 8+89.09 24.25' LT EX" X EX"RELOCATE 3 R1-1 EX. STOP SIGN 9+71.88 40.71' RT EX" X EX"REMOVE D3-1 EX. STREET NAME SIGNS EX" X EX"RELOCATE 4 W1-7 EX. TWO DIRECTIONAL ARROW EX EX EX" X EX"REMOVE 5 R2-1 EX. SPEED 35 LIMIT EX EX EX" X EX"PROTECT IN PLACE 6 W11-2 PEDESTRIAN 9+20.06 24.23' RT 30" X 30" PROPOSED W16-7PL DIAGONAL DOWNWARD ARROW LEFT SIGN 24" X 12" 7 W11-2 PEDESTRIAN 9+32.49 25.49' LT 30" X 30" PROPOSED W16-7PL DIAGONAL DOWNWARD ARROW LEFT SIGN 24" X 12" 8 R1-2 YIELD 9+53.28 2.45' RT 36" X 36" PROPOSED R6-5P ROUNDABOUT CIRCULATION 30" X 30" 9 R1-2 YIELD 9+49.83 29.21' RT 36" X 36"PROPOSED 10 R1-2 YIELD 20+47.22 2.43' LT 36" X 36" PROPOSED R6-5P ROUNDABOUT CIRCULATION 30" X 30" 11 R1-2 YIELD 20+52.89 28.70' LT 36" X 36"PROPOSED 12 R1-2 YIELD 19+51.35 25.88' RT 36" X 36"PROPOSED 13 R1-2 YIELD 19+53.33 2.59' LT 36" X 36" PROPOSED R6-5P ROUNDABOUT CIRCULATION 30" X 30" 14 W11-2 PEDESTRIAN 19+25.70 26.59' RT 30" X 30" PROPOSED W16-7PL DIAGONAL DOWNWARD ARROW LEFT SIGN 24" X 12" 15 W11-2 PEDESTRIAN 19+27.62 27.44'LT 30" X 30" PROPOSED W16-7PL DIAGONAL DOWNWARD ARROW LEFT SIGN 24" X 12" 16 W1-3R EX. CURVE AHEAD EX EX EX" X EX"PROTECT IN PLACE W13-1P-25 EX. ADVISORY SPEED EX" X EX"REMOVE W13-1P-20 ADVISORY SPEED 18" X 18"PROPOSED 17 W2-4 EX. T INTERSECTION 14+81.32 22.55 RT EX" X EX"REMOVE W2-6 INTERSECTION WARNING 30" X 30"PROPOSED W16-8P EX. ADVANCED STREET NAME (1-LINE PLAQUE)EX" X EX"RELOCATE TO NEW SIGN POST 18 -EX. DIRECTIONAL WAYFINDING SIGN 7+81.26 21.19' RT EX" X EX"RELOCATE 19 R2-1 EX. SPEED 35 LIMIT EX EX EX" X EX"PROTECT IN PLACE 20 W2-4 EX. T INTERSECTION 5+76.52 27.73' RT EX" X EX"REMOVE W2-6 INTERSECTION WARNING 30" X 30"PROPOSED 21 W2-6 INTERSECTION WARNING 24+27.86 17.56' LT 30" X 30"PROPOSED 22 RA-101 STOP AHEAD SIGN EX EX EX" X EX"REMOVE D1-2D [MOD][LEFT ARROW] SR 509 SOUTH SR 509 NORTH [RIGHT ARROW]72" X 30"PROPOSED 23 D1-2D [MOD][LEFT ARROW] 47TH AVE SW SR 509 SOUTH [THROUGH ARROW]21+58.43 20.16' LT 78" X 30"PROPOSED 24 M1-701 [MOD]NORTH SR 509 21+25.23 16.74' RT 24" X 36"PROPOSED 25 D1-2D [MOD][THROUGH ARROW] SR 509 NORTH 47TH AVE SW [RIGHT ARROW]17+85.43 22.86' RT 78" X 30"PROPOSED 26 M1-701 [MOD]SOUTH SR 509 18+04.09 16.41' LT 24" X 36"PROPOSED 27 R9-3 NO PEDESTRIAN CROSSING (SYMBOL)20+66.77 23.85' LT 18" X 18"PROPOSED 28 R9-3 NO PEDESTRIAN CROSSING (SYMBOL)20+61.84 18.18' RT 18" X 18"PROPOSED EX: EXISTING SIZE # SIGN DETAILS SIGNS 6, 7, 14, 15 W11-2 W16-7PL SIGNS 8, 10, 13, R1-2 R6-5P SIGN 9, 11, 12 R1-2 NOTE: 1.ALL SIGN FACE MATERIALS SHALL MEET COFW STD. DETAIL 3-54. M.P.H. 20 SIGN 16 W13-1P-20 SIGN 17, 20, 21 W2-6 16 SIGN 23 D1-2D [MOD] SIGN 25 D1-2D [MOD] SIGN 24 M1-701 [MOD] SIGN 26 M1-701 [MOD] SIGN 22 D1-2D SIGN 27 R9-3 R330' UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGP xUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGP xUGPxUGPx UGPx UGPxUGPxUGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx Gx Gx Gx Gx Gx Gx OHPx OHPx OHPx OHPx OHPx SSx SSx SSx SSx DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\TCP PLAN.dwg, 8/21/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 JLB AHC CLM JXL TRAFFIC CONTROL PLAN 1 FLAGGING OPERATION FOR TRENCHING 217 17 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT ROAD WORK W20-1 36" 36" AHEAD 100' ROAD WORK W20-1 36" 36" AHEAD 100' 11' MIN 100' MPH 50/60 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) LEGEND TEMPORARY SIGN TYPE 3 BARRICADE CHANNELING DEVICE WORK AREA FLAGGER W20-7a 36" 36" FLAGGER W20-7b 36" 36" AHEAD W20-7a 36" 36" 100'100'100' W20-7a 36" 36" 100'100' FLAGGER W20-7b 36" 36" AHEAD ONE LANE ROAD W20-4 36" 36" AHEAD 17 100' ROAD WORK W20-1 36" 36" AHEAD 100' 150' FLAGGER W20-7b 36" 36" AHEAD N EW S 030 30 60 GRAPHIC SCALE 15 1.CONTRACTOR SHALL ACCOMMODATE ALL PEDESTRIAN MOVEMENT AND FLAG PEDESTRIANS ACROSS THE WORKZONE IN A SAFE MANNER. 2.NIGHT WORK IS NOT ALLOWED. 3.LANE CLOSURE HOURS ARE 9:00-3:00PM MONDAY-FRIDAY EXCEPT HOLIDAY. 4.LANE CLOSURE DATE SHALL BE APPROVED BY THE ENGINEER MIN 5 WORKING DAYS BEFORE CLOSURE. 5.ALL DRIVEWAYS SHALL REMAIN OPEN AT ALL TIME. 6.RECOMMEND EXTENDING CHANNELIZING DEVICE TAPER ACROSS SHOULDER. CHANNELIZING DEVICES AT FLAGGING STATIONS RECOMMENDED. 7.EXTEND THE LONGITUDINAL BUFFER SPACE TO LOCATE THE TAPER IN ADVANCED OF A CURVE, IF NECESSARY. GENERAL NOTES 100' UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGP xUGPxUGPxUGPxUGPx UGPx UGPxUGPxUGPx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSxR330' DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\TCP PLAN.dwg, 8/21/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity Seattle, WA 98104 719 Second Ave, Suite 1250 (206) 382-9800 www.dksassociates.com REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 JLB AHC CLM JXL TRAFFIC CONTROL PLAN 2-1 TRAFFIC SHIFT TO THE NORTH 217 18 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT ROAD WORK W20-1 36" 36" AHEAD 100' W1-4(R) 36" 36" R4-7B 30" 24" R4-7B 30" 24" W1-4(R) 36" 36" ROAD WORK W20-1 36" 36" AHEAD 100' 11' MIN 12' MIN 11' MIN 100' ROAD WORK W20-1 36" 36" AHEAD SHOULDER WORK W21-5 36" 36" MPH 50/60 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) LEGEND TEMPORARY SIGN TYPE 3 BARRICADE CHANNELING DEVICE WORK AREA TRANSPORTABLE ATTENUATOR PORTABLE SIGN MOUNT 18 R B XX 100' R BL/3 L/3 LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730 BUFFER DATA 155 200 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH NO SPECIFIED DISTANCE REQUIRED 74' PROTECTIVE VEHICLE (WORK VEHICLE) = R TRANSPORTATION ATTENUATOR ROLL AHEAD DISTANCE = R RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± 45 / 55 MPHRURAL ROADS 500' ± 60 / 65 MPH 800' ±RURAL HIGHWAYS 25 / 30 MPH 200' ± (2) URBAN STREETS 25 MPH OR LESS 100' ± (2) SIGN SPACING = X (1) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS N EW S 030 30 60 GRAPHIC SCALE 15 11' MIN 12' MIN 1.CONTRACTOR SHALL ACCOMMODATE ALL PEDESTRIAN MOVEMENT AND FLAG PEDESTRIANS ACROSS THE WORKZONE IN A SAFE MANNER. 2.NIGHT WORK IS NOT ALLOWED. 3.ALL DRIVEWAYS SHALL REMAIN OPEN AT ALL TIME. GENERAL NOTES UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPxUGP xUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGP xUGPx UGPx UGPxUGPxUGPx OHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxSDxSDxSDxGxGxGxGxOHPxOHPxOHPxSSxSSx SSx SSx SSx SSx SSx SSx WxWxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx Gx Gx Gx Gx Gx Gx Gx Gx OHPx OHPx OHPx OHPx OHPx OHPx OHPx SDx SDx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SSx SSx Gx Gx Gx Gx Gx Gx OHPx OHPx OHPx OHPx OHPxOHPxOHPxR330'SDxSDxSDxSDx WxWxGxGxOHPxOHPxSSxSSxSSxSDxSDxSDxWxWxGxGxOHPxSDxSDxSDxWxWxWxGxGxGxOHPxOHPxSSxSSxSSxDRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\TCP PLAN.dwg, 8/21/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity Seattle, WA 98104 719 Second Ave, Suite 1250 (206) 382-9800 www.dksassociates.com REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 JLB AHC CLM JXL TRAFFIC CONTROL PLAN 2-2 TRAFFIC SHIFT TO THE SOUTH 217 19 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT ROAD WORK W20-1 36" 36" AHEAD X W1-4(R) 36" 36" ROAD WORK W20-1 36" 36" AHEAD R 12' MIN 12' MIN 12' MIN 100'100' ROAD WORK W20-1 36" 36" AHEAD RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± 45 / 55 MPHRURAL ROADS 500' ± 60 / 65 MPH 800' ±RURAL HIGHWAYS 25 / 30 MPH 200' ± (2) URBAN STREETS 25 MPH OR LESS 100' ± (2) SIGN SPACING = X (1) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS MPH 50/60 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) LEGEND TEMPORARY SIGN TYPE 3 BARRICADE CHANNELING DEVICE WORK AREA TRANSPORTABLE ATTENUATOR PORTABLE SIGN MOUNT RETAINING WALL BUILT IN TCP1 PAVEMENT BUILT IN TCP1 19 N EW S 030 30 60 GRAPHIC SCALE 15 L/3BR X L/3 R SHOULDER WORK W21-5 36" 36" LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730 BUFFER DATA 155 200 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH NO SPECIFIED DISTANCE REQUIRED 74' PROTECTIVE VEHICLE (WORK VEHICLE) = R TRANSPORTATION ATTENUATOR ROLL AHEAD DISTANCE = R 100' 100' W1-4(R) 36" 36" INSTALL TEMPORARY STOP BAR 1.CONTRACTOR SHALL ACCOMMODATE ALL PEDESTRIAN MOVEMENT AND FLAG PEDESTRIANS ACROSS THE WORKZONE IN A SAFE MANNER. 2.NIGHT WORK IS NOT ALLOWED. 3.ALL DRIVEWAYS SHALL REMAIN OPEN AT ALL TIME. GENERAL NOTES 12' MIN 12' MIN 12' MIN R1-1 36" X 36" UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPx UGP x UGPxUGPxUGPxUGPx UGPx UGPxUGPxUGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx SSx SSx SSx SSxR330'O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P xGx Gx Gx G x G x G x G x G x G x G x G x Gx Gx DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\TCP PLAN.dwg, 8/21/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity Seattle, WA 98104 719 Second Ave, Suite 1250 (206) 382-9800 www.dksassociates.com REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 JLB AHC CLM JXL SIGN SCHEDULE & DETAILS 3 FLAGGING OPERATION FOR CENTER ISLAND 217 20 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT W20-7a 36" 36" W20-7a 36" 36" W20-7a 36" 36" ROAD WORK W20-1 36" 36" AHEAD ROAD WORK W20-1 36" 36" AHEAD ROAD WORK W20-1 36" 36" AHEAD W3-4 36" 36"BE PREPARED TO STOP W3-4 36" 36"BE PREPARED TO STOP W3-4 36" 36"BE PREPARED TO STOP X X X XX X X X X X LEGEND TEMPORARY SIGN FLAGGING STATION CHANNELING DEVICE WORK AREA RETAINING WALL IN TCP 1 PAVEMENT BUILT IN TCP 1 PORTABLE CHANGEABLE MESSAGE SIGN RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± 45 / 55 MPHRURAL ROADS 500' ± 60 / 65 MPH 800' ±RURAL HIGHWAYS 25 / 30 MPH 200' ± (2) URBAN STREETS 25 MPH OR LESS 100' ± (2) SIGN SPACING = X (1) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS MPH 50/60 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) 12' MIN 11' MIN 12' MIN 11' MIN 12' MIN 20 ONE LANE ROAD W20-4 36" 36" AHEAD ONE LANE ROAD W20-4 36" 36" AHEAD N EW S 030 30 60 GRAPHIC SCALE 15 ONE LANE ROAD W20-4 36" 36" AHEAD X X 1.CONTRACTOR SHALL ACCOMMODATE ALL PEDESTRIAN MOVEMENT AND FLAG PEDESTRIANS ACROSS THE WORKZONE IN A SAFE MANNER. 2.NIGHT WORK IS NOT ALLOWED. 3.LANE CLOSURE HOURS ARE 9:00-3:00PM MONDAY-FRIDAY EXCEPT HOLIDAY. 4.LANE CLOSURE DATE SHALL BE APPROVED BY THE ENGINEER MIN 5 WORKING DAYS BEFORE CLOSURE. 5.ALL DRIVEWAYS SHALL REMAIN OPEN AT ALL TIME. 6.RECOMMEND EXTENDING CHANNELIZING DEVICE TAPER ACROSS SHOULDER. CHANNELIZING DEVICES AT FLAGGING STATIONS RECOMMENDED. 7.EXTEND THE LONGITUDINAL BUFFER SPACE TO LOCATE THE TAPER IN ADVANCED OF A CURVE, IF NECESSARY. 8.INSTALL PCMS TO WARN DRIVERS OF ROUNDABOUT AHEAD WHEN INTERSECTION IS PUT INTO ROUNDABOUT OPERATION. ALL PERMANENT SIGNS SHALL BE INSTALLED. GENERAL NOTES ONLY AFTER ROUNDABOUT IN OPERATION 1 2.0 SEC PCMS NEW TRAFFIC PATTERN 2 2.0 SEC ROUNDABOUT AHEAD UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPxUGP xUGPxUGP xUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPx UGPxUGPxUGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx SSx SSx SSx SSxR330' DRAFTED: DESIGNED: REVIEWED: APPROVED: SHT. CITY PROJECT #: OF h:\(p) projects\19\19229-000 federal way sw dash point and 47th ave sw roundabout\Design\CAD\TCP PLAN.dwg, 8/21/2020SHT. CITY PROJECT #:DRAWING VERSION / REVISION LOG 33325 8TH AVE S FEDERAL WAY, WA 98003 PHONE:(253) 835-2700 WWW.CITYOFFEDERALWAY.COM OF REVISIONDATENO. Centered on Opportunity REGION NO.STATE FEDERAL AND PROJECT NO.SHEET NO.TOTAL SHEETS 1 WA HSIP-000S(528)21 JLB AHC CLM JXL TRAFFIC CONTROL PLAN 4 SLIPT ISLAND 217 21 21 100% DESIGN - NOT FOR CONSTRUCTION SW DASH POINT & 47TH AVE SW COMPACT ROUNDABOUT ROAD WORK W20-1 36" 36" AHEAD ROAD WORK W20-1 36" 36" AHEAD ROAD WORK W20-1 36" 36" AHEAD 100'100' 100' LEGEND TEMPORARY SIGN CHANNELING DEVICE WORK AREA RETAINING WALL BUILT IN TCP 1 PAVEMENT BUILT IN TCP 1 MPH 50/60 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) 11' MIN 12' MIN 11' MIN 12' MIN 21 W1-4(L) 36" 36" 100' INSTALL TEMPORARY DOUBLE YELLOW LINE INSTALL TEMPORARY WHITE EDGE LINE INSTALL TEMPORARY DOUBLE YELLOW LINE INSTALL TEMPORARY DOUBLE YELLOW LINE INSTALL TEMPORARY DOUBLE YIELD LINE 12' MIN N EW S 030 30 60 GRAPHIC SCALE 15 1.CONTRACTOR SHALL ACCOMMODATE ALL PEDESTRIAN MOVEMENT AND FLAG PEDESTRIANS ACROSS THE WORKZONE IN A SAFE MANNER. 2.NIGHT WORK IS NOT ALLOWED. 3.ALL DRIVEWAYS SHALL REMAIN OPEN AT ALL TIME. 4.ALL PERMANENT SIGNS SHALL BE IN PLACE. GENERAL NOTES INSTALL TEMPORARY YIELD LINE INSTALL TEMPORARY YIELD LINE INSTALL TEMPORARY WHITE EDGE LINE