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Home My WebLink AboutT-400508CD 0 0 SIGNAL STANDARD DETAIL CHART STD. COR FIELD LOCATION MOUNTING SIGNAL MAST ARM DATA LUM. POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT)2 (X)(Y) (X)(y)(Z) N0. POLE ID POLE HEIGHT(FT) ARM(FT) DEPTHS(FT) REMARKS TYPE STATION I OFFSET I LT R P.O.A Al A2 B1 B2 B3 B4 B5 I B6 37 B9 I B10 I Bit 131 B2 B3 I B4 I B6 I B7 I B9 B10 Bit TOTAL(FT)3 C D El I E2 I F I G1 G2 H 1 Ii 1 12 3' RD 3' SO EB EX EX EX — EX — EX — — — — — EX — EX — — — — — — EX EX EX — (2) — — EX LK WASH BLVD SD 160 EX EXISTING POLES TO REMAIN. 1 8045N EX EX X 0 EX EX EX EX PROTECT DURING CONSTRUCTION. 639 NB EX 26.0 22.5 — — 17.5 13.5 — 5.5 — — 9.2 10.0 — — 9.2 — 9.2 — — 799 ?3) — — EX(i) — — — — — — 10 8 TOTAL 2 LK WASH BLVD EX X — EX — — — — — — — — — — — — — — — — — — — — — — — — — — — EX — — EX — — — EX PS 3 LK WASH BLVD EX X EX — — — — — — — — — — — — — — — — — — — — — — — — — — — EX — — EX — — — EX PS LK WASH BLVD EX EX EX EX EX EX EX EX EX EX 4 8042N EX EX X 0 III EX EX 36.5 — 25.5 — 12.5 17.5 36.5 — 32.0 — 9.2 — 9.2 — 9.2 _ _ f0.0 — 1052 EX EX EX — — — EX EX — _ 11 9 5 SOUTHPORT BLVD EX X _ EX EX — — — EX PPB SB EX EX — — SOUTHPORT BLVD SD EX EX — EX — EX — — — — — EX — EX — — — — — — EX2) g 8046N EX EX X 0 EX EX EX EX EX EX — EX (4) — EX EX EX (4) — — — EX — EX — EX EX — — — EX EX EX — — — — EX — — EB 15 11 TOTAL —EX 7 SOUTHPORT BLVD EX X — PS — — — — — — — — — — — — — — — — — — — — — — — — — — — (5) — — 90 — — — EX I 8 SOUTHPORT BLVD EX X — PS — — — — — — — — — — — — — — — — — — — — — — — — — — — (5) — — 270 — — — EX 9 SOUTHPORT BLVD EX X — EX EX PPB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EX — — — SOUTHPORT BLVD EX 10 EX EX X — — — — — — — — — — — — — — — — — — — — — — — — — — — EX EX _ — — — — — SOUTHPORT BLVD EX 11 EX EX X — PS — — — — — — — — — — — — — — — — — — — — — — — — — — — EX _ — EX — — — SOUTHPORT BLVD EX 12 EX EX X — PS — — — — — — — — — — — — — — — — — — — — — — — — — — — EX _ — EX — — — LK WASH BLVD FUTURE 13 FUTURE BY OTHERS FUTURE X — PS — — — — — — — — — — — — — — — — — — — _ _ _ EX _ — EX — — — EXISTINGLINSTALLED BY OTHERS AND TO REMAIN. LK WASH BLVD FUTURE PROTECT DURING CONSTRUCTION. 14 FUTURE BY OTHERS FUTURE X — pS — — — — — — — — — — — — — — — — — — — — — — — — — — — EX — — EX — — — (1) CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. (4) TENON ON BACK —SIDE OF MASTARM. NOTE: CONTRACTOR SHALL STAKE ALL POLE LOCATIONS FOR (2) CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. (5) NOT APPLICABLE. PEDESTRIAN SIGNAL HEAD SHALL USE TYPE "D" TOP MOUNT PER SHEET TS-01. APPROVAL BY THE ENGINEER PRIOR TO FOUNDATION C L 0 C KW/ Se (3) SUMMATION OF NB AND EB WIND LOADS USED BASED UPON <90' ANGLE BETWEEN MASTARMS. CL EXCAVATION. �5 PTT ACyMe l0 G ILLUMINATION WIRING DIAGRAM G��GP�4 FROM 0°IT 0 LEGEND io EX SERVICE 0145 p Q� 0� N 90, a. Vehicle Signal Head ILLUM A — _ TYPICAL E1 Q T SIGNAL ARM `, b. Sign 3 D D ILLUM B — f 7 ATTACHMENT POINT ALL HANDHOLES c. Street Name Sign If 0 PAINT SPECIFICATIONS: ILLUM C / /l 00+ 180° AT 180 d. Pre—Empt Detector ALL STEEL SIGNAL POLE / / e. Video Detection Camera PARTS SHALL BE ILLUM A 2—//8 m f. Luminalre GALVANIZED. ALL POLE �EX� ILLUM A l / '^\ •� METAL COMPONENTS SHALL �2_#8 / / POLE ORIENTATION O v g. Pedestrian Signal Head BE FACTORY PRIME AND ILLUM A / / ANGLE (P.O.A.) 270° n 1 POWDER COATED. 2—//8 / / DEGREES CLOCKWISE h. Cabinet 2 1" NIPPLE n S / FROM OFFSET LINE 0 BASE PLATE 0 ).:J 2 }� 2 n1 FINISH COLOR: RAL 9005TX q�THpO L / TO 0°POINT 0 B7 B1 / B3 �G B5� ///�� N "JET BLACK" (SEE SPECIAL 00' S,LRl ��' 2�1. Pedestrian Push Button A UM A Y B10 B2 / R �0�4y LOCATION STATION h Handhole B4 d 0e j PROVISIONS) B6 b b 89 0cj 1 ILLUM A 2-8� / a a b B71 / POLE ORIENTATION AND ATTACHMENT POINT DETAIL a c / ILLUM B 2—/j6 NOTES: — — — — _ _ _ _ — — — — 2 E E J} O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE { INDICATED IN CHART. IF TYPE "N" MOUNTING IS USED, EXAMPLE SIGNAL STANDARD N0. 2, ROAD 13 1/2"-16" BASE DIA DRILL 1" D/A HOLE IN MAST ARM AND INSTALL PLASTIC I SIGNAL STANDARD # //, ILLUM A 2—�'8 / LOG MP ROUND SMOOTH STEEL F a F � / SPLIT BUSHING FOR CABLE ENTRANCE. y Y (4) STANDARD SLOTS ACCEPTING: TAPERED POLE or ,a l ROAD LOG 4-1/2- (4) 1 112"-2"0 x 60" LONG (0.14"/FT TAPER) } // O2 FIELD INSTALLED. 0 GALVANIZED ANCHOR BOLTS b 2 EX� X X X X X 9 0 1 5 2 �.� -C�% O FOR DECORATIVE ARM DETAILS, SEE STANDARD DETAILS 1-3/4�5"-2" A36 R= I O vJ P� N i SHEETS TSS AND TS6. X X X X 02 01 .09 l STEEL PLATE 1 —22" SO ji ¢ 5� USR �18-22",rr BOLT3I N THE CONTRACTOR SHALL MAINTAIN 10" MAX HORIZONTAL COUNTY ROAD NUMBERS SHALL BE A CIRCLE '4 — — — CLEARANCE BETWEEN FACE OF CURB AND FACE OF PUSHBUTTON. MILE POST // MINIMUM OF 3/8" HIGH Q D THE CLEARANCE SHALL BE VERIFIED BY THE ENGINEER IN THE BASE PLATE DETAIL o v ILLUM B 2—//8 FIELD PRIOR TO CONSTRUCTION OF FOUNDATION. SIGNAL STANDARD IDENTIFICATION TAG DETAILaC ILLUM B 2—#6 T-400508 VERTICAL CLEARANCE IN COMPLIANCE WITH CITY OF RENTON STANDARDS MINIMUM: 16'-6" FULFILL MUTCD REQUIREMENTS LIMITS OF VERi1CAL CLEARANCE REQUIREMENT 8 ROADWAY 2—#6 TYPE 11 TYPE III TYPE IV TYPE V "Ol CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING A E55 SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SO 6 P 0 SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD R\' TO SOUTHPORT DR SVC NOT TO SCALE �i� T. e/ 2 FIBER VAULT AND LIGHT POLE CONFLICT JLS 11/06/18 mF WA '•'�c�f 3 SIGNAGE REVISIONS EMS 01/28/19 �a�^ TRAFFIC SIGNAL POLE SCHEDULE 10/01/20V 19TENW CITY OF K 4 LIGHTING & SIGNAGE REVISIONS EMS 03/20/19 LAKE WA BLVD IMPROVEMENTS Transportation Engineering Northwest RENTON 0i 35 I o1b True b05E Bfnning I'UornocT effi�clmo 10�p ,1,an AS—BUILTS MW 09/04/19 ""' JLS DATUM PHASE III FOR SOUTHPORT DEVELOPMENT . .01S"nl�n Plnn s'o-��e l4�s; aea=a�„Oe `""'a° `°` EMS e/ e/ P 1083 LAKE WASHINGTON BLVD N TS-04 SS .� Plannin Buildin Public Works Dept. ONAL 1p,O ICH Project co^^act ey,e St—l.r. P.E. NO. REVISION BY DATE APPR "� 6TB �`"` "C01�'""` RENTON, WA 98055 "`° 27 M29 w rn CV) 0 O r U CO LO O O Q J N 00 O O O O