Loading...
HomeMy WebLinkAboutR-394631C n N 0 0 N z c� 0 0 0 0 0 i z 0 w 0 0 a 0 00 0 i z 0 z w cry c� w 0 i OO STA 50+57.92 0 -S TA 50+30.75] 51 16 (TYP) (TYP) [6] r STA 30+81.63, 3.25' L STA 30+56.09, 3.25' LT EISTA 30+56.11-t---- lflSTA 30+46.09, 2.36' LT - S15A S15 j 13 STA 16+36.48 Lu •• Q Z o•• N.. I � ••c ® 1210 El STA 15+98.14 1.92' LT �o 00 . • 12 o, STA 52+09.10 - ] (TYP) 11.00' LT , • ' ' gM my J_ J_ J_ J .. C 20' (TYP) STA 51 +78.68'--�''� � • _ ' ' ' ' ' ' ' ' 90 R 9 S12 9 c 11.00' LT 7 52 3 S 2ND ST STA 51+65.95 • , . . • . • STA 53+4 .44, 3.50' RT-f T T -1 S10 OO i; STA 50+57.91 STA 50+98.00 ❑ 0 0 �X I ® THE LOFTS O x I UNDER CONSTRUCTION PLAN 0 0 10 20 40 60 SCALE IN FEET STA 14+64.00 It S14 C AN1=11ili■Trli■TfTi■'lriiu•�'% o cn [5] Lu .. S Q •• 11' 11' 11' ]] 14' I 8' •• MATCH LINE STA 14+50 SHEET 37 7 9x • • • ' ' q17 ?9 o � •.: ao 10 ', A co a STA 16+95.09 20.50' RTF-6] " ICI rI AP STA 16+72.94, 6.50' RT S13 'STA 16+09.1 2 10.61' RT X o 20' TYP cn STA 54+03.00 --,L 00 N .. ... 54 Ln [12]STA' 53+7 .80 ' . " " ' . • • ' 3 � w z T 0 IE] ESTA 53+93.73 S11 9 �� 15 (TYP) 15+21.95, 8.00' RT�2 STA 14+95.21 17 -n INSTALL 3 ADDITIONAL WHEELSTOPS ►: GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER COR STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 8. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H008. ] 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. ElDOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H001. ElLANE LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H002. Efl 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL. El 4" EDGE LINE AND 8" CROSSHATCH PER COR STANDARD PLAN H008 WITH RPM SUBSTITUTION, WHITE TYPE 1 RPMS AT 3' OC. Efl12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. 10 8" CROSSHATCH PER COR STANDARD PLAN H008 WITH RPM SUBSTITUTION, YELLOW TYPE 1 RPMS AT 3' OC. 12 WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H 010. 13 WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H011. H 4" WHITE PAINT LINE FOR PARKING STALL. E THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 127. EflWHITE THERMOPLASTIC TYPE 7S TRAFFIC ARROW PER WSDOT STANDARD PLAN M-24.40-02. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S9 14+56.04 24.38' LT "NO PARKING" REMOVE S10 15+31.52 29.08' LT "ONE WAY" REMOVE S11 15+27.65 24.41' RT "ONE WAY" REMOVE S12 15+78.88 29.41' LT "ONE WAY" REMOVE S13 16+10.38 34.20' RT "STATE FARM" TO REMAIN S14 * 30+79.59 17.60' RT "DEAD END" RELOCATE S15 * 30+43.45 19.74' LT R1-1, STOP, 30"X30" NEW S15A* 30+43.45 19.74' LT R3-5R, RT ONLY, 30"X36" NEW * ATTACH TO POLE