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HomeMy WebLinkAboutR-4214393e3 0 a z 0 - NOTES V 1D 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL } HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. 1 O 3O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION ENGINEER PRIOR TO INSTALLATION. ® VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED C O © ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1'-0"MIN, TO Z-VMAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE - OF THE SHOULDER TO THE EDGE OF THE SIGN. ©PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, E2 60% TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION P R POLE ORIENTATION SIGNAL STANDARD IDENTIFICATION TAG ANGLE (P.O.A.) DEGREES CLOCKWISE v� w POLE ORIENTATION LINE (El ATTACHMENT POINT) TAG NOTES: FROM OFFSET LINE TO CORROSION RESISTANT METAL TAG SECURED WITH (2)0.125" RIVETS AS FOLLOWS: POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT - POLE SHAFT NOTE: (El ATTACHMENT POINT) - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS - TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI a. VEHICLE DISPLAY E. POST MTD. SIGN i. APB PUSH BUTTON STANDARDS AT AN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT 11 7.5 SQ. IF c 1 3.0 FT 1 .0 SQ. FT. e I N/A I3.0 FT 15.0 SQ. FT. G 0 J 27" 0, LJrr����J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf L"1' " - DIMS OR VMS IS NOT TYPE PS TYPE 1 ® ALLOWED ON THESE POLES. PEQ HEAD VEHICLE HEAD STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS FT) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)V)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 Jacobs PENG RAPIDRIDE I LINE (TJ�DAMS MWVMILa King County CHECKED PRWECTND; ���RO RENTON SEGMENT DRAWING NOR M.WEGENER E00558E18 POLE SCHEDULE 1TS1.11B No. RenscN BY APPD DATE CHECKED `ON`RNGTNO 108TH AVE SE & FRED MEYER DRIVEWAY GHH'N°' ° METRO PROJECT ENGINEER CXX%RRRRX 393 X)m T-421493 R-4214393