The URL can be used to link to this page

Home My WebLink AboutTRO4103430.123SIGNAL STANDARD DETAIL CHART POLE FIELD LOCATION* P POLE MOUNTING ARM LENGTH iFTi OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WfNDLOAD 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* I STATION LT R T, Al A2 E C 61 B2 63 B4 65 36 B 7 B8 69 B10 1311 B12 613 B 1 63 64 B5 36 B 7 B8 69 B10 B 11 B13 POA A/B C E G I G2 H i-i J2 K IN TRD 4'RD SW GRADY WAY (S GRADY WAY)/RAINIER AVENUE SOUTH (SR 167) C) RAINIER AVE 60.51 x ill 19-51 35, 55, 12' 54 51 48 42 30 18 10 38 9.2 75 9.2 9.2 9.2 20 1885 0 0 0 180 180 15 11 288.91 S, STA 11+16 GRADY WAY. 60.01 x ill 19.5' 35, 60' 12' 59 56 53 34 23 16 7 38 9,-) 9 9.2 9,2 9 9.2 1752 0 0 0 180 180 13 10 26.59 STA A I SCO + 74 RAINIER AVE 765 x I 0 S, STA 9+58 (D RAINIER AVE 56,0' x 111 19.5, 35' 60, 121 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 if 19.0' 60' 59 55 51 43 31 11 14 9.2 9 9,2 9,2 91 9 2012 0 0 180 180 15 11 28.51 rD STA 1491-08 SW 7TH STREET (S 7TH STREET/RAINIER AVENUE SOUTH 0 SW 7TH ST, 44.5' x III 19.5' 35, 5, 0' 12' 48 41 44 34 24 10 27 9.2 9 12,3 9.2 9 1567 21 0 0 go ISO 180 180 13 10 26,66 STA 250+49 RAINIER AVE 57.5' x PS 0 S, STA 22+14 RAINIER AVE 565 x 111 20.0' 35' 60, 12' 59 11 56 47 37 26 19 13 42 10 92 7,5 9,2 9,2 9.2 6 92 7.5 2284 354 0 0 180 270 180 180 270 180 15 ill 25.28 S, STA 21+44 1 1 SW 7TH ST, 37.0' x 111 19.5, 35' 40 12' 36 32 24 14 6 27 9.2 9 9.2 92 9 1023 0 0 0 90 180 180 180 11 9 25.53 STA 249+37 1 RAINIER AVE 57.5' x 1 0 (D S, STA 22+71 RAINIER AVE 56.51 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 11624 0 o 180 90 160 180 0 13 10 26.50 1 S. STA 23+30 I I I I I I I I I I I I I I I I I I I I I I I 1 11 1 1 1 190 1180 S 4TH PLACERAINIER AVENUE SOUTH RAINIER AVE s58,01 I x 111 195 35' 55, 12' 53 47 50 42 33 26 22 36 10 9.2 7.5 92 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 S A,r 4 1 H PLACE, x 11 195 35' 34 28 31 22 8 26 92 9 9.2 9 867 0 0 90 180 180 90 180 180 10 8 25,33 STA 350+60 164.51 RAINIER AVE 55.0' x 111 1195 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 (73) S,STA 1 33+75 1 RAINIER AVE x PS 0 CD 1 S, STA 33+83 S 4TH PLACE, 11 19.0' 40' 39 36 28 11 32 92 9 9.2 9 1040 0 0 90 180 180 0 270 180 "1 9 26.64 STA 349+34 140-5' 1X 1 1 S 3RD PLACE/RAINIER AVENUE SOUTH S 3RD PLACE, 33,5' x 111 195 35' 35, 12' 33 27 30 21 7 23 92 9 9.2 9 8310 0 0 0 90 180 180 90 180 180 10 8 29.35 1 STA 450+52 (D RAINIER AVE 595 x 111 19.51 35' 55' 12' 53 48 43 33 26 20 39 10 92 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 S 3RD PLACE, 32.0' x Id 19-0' 35, 40 12' 39 34 27 10 29 92 9 9.2 9 1004 3 0 0 90 180 180 0 270 180 11 9 2936 STA 449+46 RAINIER AVE 65.0' x III 19-51 35, 60' 12' 56 54 52 47 36 29 24 44 11 92 7.5 9.2 9.2 6 91 7.5 2147 0 0 0 90 180 180 180 180 15 11 29.71 S, STA 41+77 S SUNSET BOULEVARD (S 3RD STREET)/RAINIER AVENUE SOUTH 0 RAINIERAVE 43.0' x 111 19+5' 35' 55' 12' 52 51,36 47 40 26 9 15 32 20 9,2 10+5 92 92 16 91 10+5 2072 356 0 0 270 180 180 180 15 11 31,14 S, STA 46+83 S 3RD STREET, 30. 42' x PS 0 STA 550+52 1 1 S 3RD STREET. 295 x 111 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 Al 1 STA 550+68 1 1 RAINIER AVE 54.5' x 111 195 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 S 3RD STREET, 49,04o X, TPs STA 5-19+3 1 FIELD VERIFY SIGNAL POLE LOCATION AND TOP OF FOUNDATION ELEVATION PRIOR TO INSTALLATION. FOUNDATION DEP -111H PER COR STD, PLAN J021. NOTE SEE FOUNDATION CASING AND DEWATERING REQUIREMENTS IN GEOTECHNICAL REPORT FOUND IN APPENDIX OF THE SPECIAL PROVISIONS. T-3430202 • 111 14 SURVEYED: KPG i ilk RAINIER AVENUE S (SR 167) DRAWING NO, 262 CITY - DRAWN BY-. im f? Y OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO, TED403430 DESIGN BY: JF . . . .. ... .............. . FE H P, & PEERS 753 9th Ave N 2502 Jefferson Ave y, FEDAIDNo. CM0167(048) CHECK BY: JIF TRANSPORTATION CONSULTANTS Seate, WA 98109 Tacoma, WA 98402 A PP7 D FOR CONSTRUCTION DATE: NOV 2011 -A -1640 -0720 SIGNAL POLE SPECIFICATIONS SCHEDULE (206)286 (253)627 PROJ MGR: TN WA96154 www.kpg.com Y/ SHEET NO. 262 OF 304 FA�) NV `,,76 4_220 ,NUMBER, REVISION DESCRIPTION BY APP. DATE NAL FILE: 0655DSIG0I.dwg N,w B DATE:.