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HomeMy WebLinkAboutT-3430202c V h' 0 3 ES N 0 u^ 0 a 0 V U D L7 0 i 0 0 rn 0 0 a N U v 0 a 0 SIGNAL STANDARD DETAIL CHART POLE FIELD LOCATION# POLE MOUNTING ARM LENGTH (FO OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT2) (X)(Y) (X)(Y)(Z) POLE ATTACHMENT POINT ANGLES (DEG) FOUNDATION DEPTH (FT) TOP OF REMARKS NOTE TYPE HEIGHT (FT) TOTAL FOUNDATION (FT3) ELEVATION* STATION OFFSET I LT RT Al A2 E C B1 B2 B3 64 85 66 67 Be Be 810 B11 B12 B13 B1 B3 84 BS I Be I B7 Be I B9 B10 JB11 613 POA Ale C I E G1 G2 H J1 I J2 K N 3'RD 4'RD SW GRADY WAY (S GRADY WAY) /RAINIER AVENUE SOUTH (SR 167) ORAINIERAVE 60.5' X III 19.5' 35' 55' 12' 54 51 48 42 30 18 10 38 9.2 7.5 9.2 9.2 9.2 20 1885 0 0 0 180 180 15 11 28.91 S. STA 11 +16 GRADY WAY, 60.0' X III 195 35 60' 12' 59 56 53 34 23 16 7 38 9.2 9 9.2 9.2 9 9.2 1752 0 0 0 180 180 13 10 26.59 150 +74 OSTA 2 AVE 76.5' X 1 p rr ORAINIER S, STA 9 +58 ORAINIER 4 AVE 56.0 X III 19.5' 35' 60' 12' 59 47 35 23 11 42 9.2 9.2 9.2 9.2 20 1729 0 0 0 180 180 0 13 10 27.43 S, STA 8 +96 GRADY WAY, 55.0' X II 19.0' 60' 59 55 51 43 31 11 14 9.2 9 9.2 9.2 9.2 9 2012 0 0 180 180 15 11 28.51 OSTA 149 +08 SW 7TH STREET (S 7TH STREET /RAINIER AVENUE SOUTH OSW 7TH ST, 44.5' X III 19.5' 35' 50' 12' 48 41 44 34 24 10 27 9.2 9 12.3 9.2 9 1567 21 0 0 90 180 180 180 13 10 26.66 STA 250 +49 57.5' X PS 0 +• ORAINIERAVE 2 S, STA 22 +14 ORAINIERAVE 3 56.5' X III 20.0' 35' 60' 12' 59 11 56 47 37 26 19 13 42 10 9.2 7.5 9.2 9.2 9.2 6 9.2 7.5 2284 354 0 0 180 270 180 180 270 180 15 11 25.28 S. STA 21 +44 OSW 4 7TH ST, 37.0' X III 19.5' 35' 40 12' 36 32 24 14 6 27 9.2 9 9.2 9.2 9 1023 0 0 0 90 180 180 180 11 9 25.53 STA 249 +37 57.5' X 1 0 •r ORAINIERAVE S, STA 22 +71 © RAINIER AVE 56.5' X III 20.0' 35' 50' 12' 46 9 +42- 36 26 20 13 32 10 9.2 7.5 9.2 9.2 6 9.2 7.5 1624 0 0 0 90 180 180 90 180 180 0 13 10 26.50 S, STA 23 +30 S 4TH PLACE /RAINIER AVENUE SOUTH ORAINIERAVE 58.0' X III 19.5' 35 55' 12' 53 47 50 42 33 26 22 36 10 9.2 7.5 9.2 9.2 6 9.2 7.5 1986 0 0 0 90 180 180 90 180 180 15 11 26.00 S, STA 34 +41 OS 4TH PLACE, 64.5' X 11 19.5' 35' 34 28 31 22 B 26 9.2 9 9.2 9 867 0 0 90 180 180 90 180 180 10 8 25.33 STA 350 +60 ORAINIERAVE 55.0' X III 19.5' 35' 50' 12' 49 45 38 29 22 17 37 7 9.2 7.5 9.2 9.2 6 9.2 7.5 1746 0 0 0 270 180 0 180 0 13 10 25.00 S, STA 33 +75 68.3' X PS 0 ♦♦ ORAINIERAVE 4 S, STA 33 +83 OS 4TH PLACE, 40.5' X II 19.0' 40' 39 36 28 11 32 9.2 9 9.2 9 1040 0 0 90 180 180 0 270 180 11 9 26.64 STA 349 +34 S 3RD PLACE/RAINIER AVENUE SOUTH OS 1 3RD PLACE, 33.5' X III 19.5' 35' 35' 12' 33 27 30 21 7 23 9.2 9 9.2 9 830 0 0 0 90 180 180 90 180 180 10 8 29.35 STA 450 +52 ORAINIERAVE 2 59.5' X III 19.5 35 55' 12' 53 48 43 33 26 20 39 10 9.2 7.5 9.2 9.2 6 9.2 7.5 1962 0 0 0 90 180 180 90 180 180 15 11 29.70 S. STA 40 +75 OS 3 3RD PLACE, 32.0' X III 19.0' 35' 40 12' 39 34 27 10 29 9.2 9 9.2 9 1004 3 0 0 90 180 180 0 270 180 11 9 29.86 STA 449 +46 ORAINIERAVE 4 65.0' X III 19.5' 35' 60' 12' S6 54 52 47 36 29 24 44 11 9.2 7.5 9.2 9.2 6 9.2 7.5 2147 0 0 0 90 180 180 90 180 180 15 11 29.71 S, STA 41 +77 S SUNSET BOULEVARD (S 3RD STREET) /RAINIER AVENUE SOUTH ORAINIERAVE 43.0' X III 19.5' 35 55' 12' 52 51,36 47 40 26 9 15 32 20 9.2 10.5 9.2 9.2 16 9,2 10.5 2072 356 0 0 270 180 180 180 15 11 31.14 S. STA 46 +83 OS 2 3RD STREET, 30.2' X PS 0 ti STA 550 +52 OS 3RD STREET, 29.5' X III 20.0' 35' 35' 12' 34 30 27 23 13 8 18 9.2 10.5 12.3 9.2 9 1071 0 0 0 180 180 180 270 180 11 9 31.41 STA 550 +68 ORAINIERAVE 4 54.5' X III 195 35' 45' 12' 44 37 32 20 7 12 27 9.2 7.5 9.2 9.2 16 9.2 1384 9 0 0 270 180 180 180 0 11 9 31.71 S, STA 50+68 OS 3RD STREET, 49.0' X PS p �. STA 549 +31 • FIELD VERIFY SIGNAL POLE LOCATION AND TOP OF FOUNDATION ELEVATION PRIOR TO INSTALLATION. �* FOUNDATION DEPTH PER COR STD PLAN J021. NOTE: SEE FOUNDATION CASING AND DEWATERING REQUIREMENTS IN GEOTECHNICAL REPORT FOUND IN APPENDIX OF THE SPECIAL PROVISIONS. T- 3430202 BID DOCUMENTS I 11 -1a -n SURVEYED. KPG n n fP jK1P4 RAINIER AVENUES SR 167 DRAWING NO. 262 DRAWN BY: JM _ CITY OF RENTON ( > - - -- S GRADY WAY TO S 2ND ST PROJECT NO. TE04 3o DESIGN BY JF_ ",____" Pub ;c Wor.cs Department '_P" - EHR MIL PEER$ 7539tlIAveN 2502 Jefferson Ave CHECK BY. JF _ raexseoeTenoe CONSULTANTS Seattle, WA 98109 Tecane, WA 98402 FED AID NO. CM0167(048) Q' c u ANTS APP D FOR CONSTRUCTION 01 '4`m�.EaE° 4�` PROJ MGR TIN Wie po exe. G ,u (206) 286-1540 (253)627 -072o SIGNAL POLE SPECIFICATIONS SCHEDULE DATE: Nov 2011 fss /dNAL ENO? p.I!s WA «aw. o-:os"°'.�.; cr "�' �'�' BY DATE: SHEET NO. 262 OF 304_ NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg 11:e a z �y M m �Id v, N O � I 5v � I n N N o > D 0 N O 2