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HomeMy WebLinkAboutT-314930SIGNAL STANDARD DETAIL CHART -'1'44' CHAMFER 3/ 1 DIA. P DRAIN TUBE 8 " LAS 1 1 1C GROUT PAD TH1CKNES'_­,_ Cu _j U NUT HT, +1" MAX PAVED ,UNPAVED j, SURFACE SURFACE _j LLJ rz1 cu ULASS 3000 CONCRETE -7 8 NO. 8 BARS `DUALLY SPACED Ila 2 1/2 CL #4 HOOPS, RD. OR AT V-00 APPROX. CTRL ,-.. Sid. U R RD., 0 R , 4' PD t . .... . ­­.­.­ . . ...... I .. . ........ ........... . ........ - ....... .. . ................ .. -- - ------- • MOUNTING SIGNAL MAST ARM DATA UjMiWA1RE FOUNDATION FOUNDATION No. FIELD LOCATION ------- . ...... POLE ATTACHMENT POINT ANGLES (dog) HEIGHT(M DISTANCES F7 ATTACHMENT POINT WINDLOAD AREAS (Fr) Y) (XXY)(Z) ARM DEPTHS(FT) ELEVATION . . ........ .... .. . ........ C F _FT 133 1311 131 84 1 86 810 Bil ToTmora� G2 H 11 12 3' RD. 3! SO. f RD. STATION.. . OF, _S O.A TYPE .__.....Al_........,A2_ARM(Fr) _____Bl 82 134 85 ____§�_+1310 .......... B2 B3 . ..... F X 90 111 18.0 35.0 30.0 29.0 560 16 0 0 270 180 11 LO 144+73 18.0 23.5 1 4.5 11.1 9.2 16.0 ISO 10 SIDEWALK ....... . . . 33, X 27.0 16.0 3.5 11.1 9.2 12.0 SIDEWALK 12 LO 144+65 0 1.11 1 &0 35.0 30.0 489 16 0 0 270 180 ISO 10 13 LO 1 45+47 49* X 90 111 18.0 35.0 25.0 23.0 12.0 17.5 4.5 11.1 9.2 16.0 438 0 0 270 180 180 10 SIDEWALK .. ......... 0 ...... ..... .... ......... . ........... . . ......... 14 LO 145+63 1 23! X 01 111 18.0 35.0 20.0 17.0 6.0 11.5 1 3.5 11.1 9.2 12.0 286 16 0 0 270 180 160 10 SIDEWALK .. ..... ... - - -------- ----- --- ------ A------ ...... ...... 21 LO, 47+76 90! X 90 111 18.0 35.0 30.0 27.0 1 15.0 2100 4.5 t 9.2 9.2 16.0 458 16 0 0 1 270 180 180 10 SIDEWALK ........... .. 22 LO 47+58 10, X 180 111 18.0 35.0 250.0 21.5 1 11.5 -5 3.5 11.1 9.2 12.0 387 16 0 0 270 180 ISO 10 SIDEWALK 23 LO 48+48 28.5 16.5 22.5 X 90 111 18.0 35.0 30.0 4.5 9.2 9.2 16.0 486 16 0 0 270 180 ISO 10 SIDEWALK . . . ......... .... .. . .......... 9 . A. y n III i . s . t - n 9-2 12-n -1 IR n n I 97n i sm [iRn in SIDEWALK lnj I el AR.&7A AK* 1_,vr%nf 7-s;n >-i-n ii-n ITS I A-5 11-1 i 0 32 LO 57+51 13, X 180 111 111.0 35.0 20.0 16.0 .... .. . ..... . . . ....... .M Lo 58+48 lz X 270 111 18.0 35.0 35.0 32.5 ........... 34 LO 58+60 62' X 0 111 18.0 35.0 20.0 19.5 r. ...... 41 LO 68+80 I 61' X 0 111 18.0 35.0 55.0 54.0 a. 42 LO, 67+77 94! X 90 111 18.0 35.0 40.0 39.0 ........... . . ........ ....... 43 LO 67+51 25* X 0 111 18.0 35.0 45.0 43.0 LO 68+79 60' X 90 111 18.0 35.0 55.0 53.5 ... . . ... ....... . ...... 51 PA 311+9 64! X 90 111 18.0 35.0 20.0 18.5 52 PA 37+85 36' X 0 111 18.0 35.0 30.0 29.0 53 PA 38+57 62* X 90 111 18.0 35.0 20.0 17.0 54 PA 38+85 36 X 0 111 18.0 35.0 30.0 29.0 .. .... ......... ­ . ..... 61 PA 29+65 61 X 90 111 18.0 35.0 30.0 28.0 ----------- 62 PA 29+39 37' X 0 111 18.0 35.0 35.0 33.5 .......... . .. 63 PA 30+34 63' X 90 111 1110 35.0 25.0 24.0 . ......... 64 PA 30+61 37' X 0 111 18.0 35.0 35.0 33.0 ... . ...... . 71 GA 10+30 620 X 90 111 18.0 35.0 25.0 21.0 0 . .......... V_ 72 GA 9+87 1 X 0 111 18.0 35.0 25.0 21.0 z ul 73 GA 10+78 51* X 90 111 18.0 35.0 25.0 22.5 �? -� 74 GA 11+19.5 L 129.5' X 0 111 18.0 35.0 25.0 22.0 ...... . ........ ___ I 1 3350 _-Monte Villa Pat-kw-riy Bothell, Washington 98021­8972 0 in (425)95.1 4800 (425)951.- 4808 Fax whpa <.-4fic, coin Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com I I I 1 1 6.0 11.0 I 12 10.5 11.1 9.2 .0 359 16 0 0 270 180 ISO 10 SIDEWALK 20.5 26.5 4.5 9.2 9.2 16.0 560 16 0 1 0 F270 ISO ISO 10 SIDEWALK .............. . ............... . . - ------ - -- 7.5 13.5 3.5 9.2 9.2 12.0 290 16 0 0 270 180 Iw 10 SIDEWALK .. . . . ........... . ........ ............ 39.0 27.0 4.5 11.1 9.2 9.2 16.0 1279 16 0 0 270 180 180 11 SIDEWALK - 27.0 15.0 4.5 9.2 9.2 9.2 16.0 817 16 0 0 270 180 1110 10 SIDEWALK . ......... 31.0 5.0/26.0 21.0 11.0 3.5 11.1 1 11.1 9.2 9.2 12.0 1158 16 0 0 270 180 180 11 SIDEWALK . . . .... ........ . . ....... ...... ..... . ...... . ............ . ... ... . ...... 41.5 4-0/35.5 29.5 4.5 ISO 10 SIDEWALK 16.0 1454 16 0 0 90 270 1 W . . .......... . . ........ ...... . ... .... ............ 8.5 13.5 3.5 11.1 9.2 12.0 326 16 0 0 270 180 ISO 10 SIDEWALK 17.0 11.0 1 5.0 3.5 9.2 1 9.2 9.2 12.0 704 16 1 0 0 270 180 ISO 10 SIDEWALK 3.5 11.1 1 9.2 12.0 295 16 0 0, 270 180 180 10 SIDEWALK . . ...... .... . . .. ......... 17.0 11.0 5.0 3.5 9.2 9.2 9.2 12.0 704 16 0 0 1270 180 180 10 SIDEWALK . . ...... .... . . .......... . ..... .. ......... .... ... .... ........... - -- --------- 18.0 12.0 3.5 11.1 9.2 12.0 518 16 0 0 270 180 180 10 SIDEWALK . . ......... . ...... . . ....... ... ..... ... 23.5 17.5 1 11.5 3.5 9.2 9.2 9.2 12.0 580 16 0 0 270 180 ISO 10 SIDEWALK 14.0 12.0 3.5 11.1 9.2 12.0 437 16 0 0 270 180 180 10 SIDEWALK ....... ... . .... ... -9.,21 0 0 SIDEWALK 1 23.0 17.0 11.0 3.5 9.2 12.0 658 16 ISO ISO 10 ......... . %V010"o, 10.0 f 15.5 4.5 9.2 9.2 i 16.0 357 16 0 0 270 180 180 10 SIDEWALK 9.2 9.2 12.0 336 16 I o 0 270 low ISO 10 SIDEWALK 11.5 4.5 9.2 1 9.2 16.0 385 16 0 0 270 180 ISO 10 SIDEWALK I t I . . ..... - -------- ---- . . .......... FOUNDATION DETAIL DETAIL A CAMERA PROVISION ON LUMINAIRE ARM w a* venicte mptay b. Sign c. Street Name Sign d. Pre-Empt Detector e. Deleted (10/22/90) f. Luninalre g. Pedestrian Display h, Cabinet 1. PPB_M J. Handhote 0 2 E Q 90' 0 VL' 0 A1611 � UM V M A ATTACHMM PMNT ALL HANDHMJES AT 1W FRM El % E TJJI�L =AT= STATM CAMERA CABLE WITH 240 EXTENDED CABLE 3/4*' HOLE WITH BUSHING (D O 2 SJ B6 B7 Q f POWDER BLACK FINISH I SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FRO14 STOP LINE 11.fl 3.5 1� ID ... ......... _... 0 B9 j .......... . B10 Bil OL a o r, b t 4c ),c 9 C 9 9 12.0 1 170 i 3.5 1 9.2 9*2 lzo 355 16 0 Lo 1270 lw 180 10 1 SIDEWALK ... . .... ..... . ...... ------ I . . . .......... .. ental C" Transportation de land -90� S&S 3229 S. math Street P.O. BOX 6111446 SeaTs,C4 Washington 08168 Tel/Fa= (206) 829.0100/3742A32 NO. ATE TO INCLUDE REVISION Ri H LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 ROADWAY N MI. TYPE II TYPE III TYPE IV TYPE V ``-CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING. SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD 1 =20' 44 TY OF CITY F N N 417 06 ► �- C1 SOUTH LAKE WASHINGTON ML pme; we" RENTON ROADWAY IMPROVEMENTS DATUM ff MM Sour Planning/Building/Public Works Dept. SIGNAL POLE CHART TS-81 F wr = I= 90" 1400010w - 174'204 If © n n" o off 7_711111 ® W W'S0111119PTA o off VNM 1� ID ... ......... _... 0 B9 j .......... . B10 Bil OL a o r, b t 4c ),c 9 C 9 9 12.0 1 170 i 3.5 1 9.2 9*2 lzo 355 16 0 Lo 1270 lw 180 10 1 SIDEWALK ... . .... ..... . ...... ------ I . . . .......... .. ental C" Transportation de land -90� S&S 3229 S. math Street P.O. BOX 6111446 SeaTs,C4 Washington 08168 Tel/Fa= (206) 829.0100/3742A32 NO. ATE TO INCLUDE REVISION Ri H LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 ROADWAY N MI. TYPE II TYPE III TYPE IV TYPE V ``-CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING. SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD 1 =20' 44 TY OF CITY F N N 417 06 ► �- C1 SOUTH LAKE WASHINGTON ML pme; we" RENTON ROADWAY IMPROVEMENTS DATUM ff MM Sour Planning/Building/Public Works Dept. SIGNAL POLE CHART TS-81 F wr = I= 90" 1400010w - 174'204