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HomeMy WebLinkAboutTRO4103233.510 O 00 �' r w HOC K Wt S G NCH MEN T T O Cn P '� F R 0 90 D OR E ARM V \� ATTACHMENT POINT 4 Q to U � .W LLJ d �= �C 0� 180° CL _ U POLE ORIENTATION ZZ ANGLE (P.O.A.) `Z ZD i DEGREES CLOCKWISE W FROM OFFSET LINE 270O p TO 0" POINT W CL V) 0 BASE PLATE 0 F6 U Z 11 0 � LZ Y LOCATION STATION (n }.-- �o C) � z i2 J . z a: m v � C9 F- Q a Z t il�!( a_TU Z O iz Z POLE ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW G H TYPE 1 VEHICLE HEAD STANDARD i i rt 11 MAST ARM SIGNAL STANDARD 1 1 r" C. III COMBO. LIGHTING AND MAST ARM POLE LEGEND: a VEHICLE SIGNAL HEAD b REFLECTIVE SIGN c REFLECTIVE SIGN — STREET NAME d PRE—EMPTION DETECTOR e PEDESTRIAN HEAD f PEDESTRIAN PUSHBUTTON ASSY. g HANDHOLE h LUMINAIRE OMOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. FIELD INSTALLED. �,Ui.B OR EDGE OF SHOULDER SIGNAL STANDARD DETAIL CHART STD. N0. FIELD LOCATION U. MOUNTING HEIGHT (feet) SIGNAL MAST ARM DATA ARM LENGTH (feet) POLE ATTACHMENT POINT ANGLE (degrees) MAST ARM LENGTH REMARKS OFFSET USTWE (POLE �. TO AJTACN1� DM DM WINDLOAD AREAS (FT) (X}(Y) (X)(Y)(Z) OSTATION OFFSET LT. RT. P.0_ A7 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 TOTAL (FT) C1 C2 D E1 E2 ; F1 F2 F3 G1 G2 H1 H2 11 12 1 12+69 35' X 346 X-18'-7' 35 35 25 29 20 1 6 9.2 9-29-26 784.0 8 0 0 f 180 35' D0SW POLE I 2 12+30 37' X 33 y 19'-0' 35 30 24 20 9.2 9.2 92 9.2 1,002.8 0 f 180 35 NEW POLE IA ow rn PTA= cr FT. 3 12+02 50' X 85 Y 19'--4' 25 15 12 20 9.2 92 4 446.0 0 180 25' EX1SiliiG POLE 4 11+71 24' X 49 X 19'-0- 35 40 37 34 31 15 27 20 9.2 5 9.2 5 9.2 92 1,4532 8 0 0 180 40 NEW PoE 3' DIATDN.1>6PTN II F 5 12+49.86 43.40' X 0 I 6 12+64.34 21.94' X 0 T i I 1 3/4-CHAMFER N —1 _I U UNPAVED SURFACE Nv, 3/8" 0 PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1 " MAX PAVED ;L 'nw SURFACE J U CLASS 3000 CONCRETE N 8 NO. 8 BARS EQUALLY SPACED 2 1 /2" CL #4 HOOPS, RD. OR SQ. AT 1 '-0" APPROX. CTRS. 3' SQ. OR RD. FOUNDATION DETAIL CALL 48 HOURS BEFORE YOU DIG 1-800-424-5 55 1 DESCRIPTIONS Al, GENERAL NOTES RF:L 1. ANCHOR BOLT —DIAMETER AND BOLT CIRCLE —CONFIRM WITH ENGINEER. e GARRY STRUTHERS ASSOCIATES, INC. 3150 Richards Road, Suite 200 Bellevue, WA 98005-4446 Phone: (425) 519--0300 Fax: (425) 519-0309 • E-mail: gsa@gsassoc-inc.com http:11wA(w.gsassoc-inc.com �y T=323305 D!P{RES 03/0TT JUN 1