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HomeMy WebLinkAboutR-4214385NOTES 1O 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. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O 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 ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. O 1' - 0" MIN, TO Z - V MAX. 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 STANDARD IDENTIFICATION TAG TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN d. PRE-EMPT DETECTOR 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, w POLE ORIENTATION LINE (El ATTACHMENT POINT) E2 600/D TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPB FIXED BR B�wavv 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� NIA N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION POLE ORIENTATION R PO ANGLE (P.O.A.) �7z DEGREES CLOCKWISE v� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT NOTE: (El ATTACHMENT POINT) TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE 1,11 OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI STANDARDS ATAN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA - ` TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN 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 I N/A 17.5 SQ. FT. c 1 3.0 FT I N/A 136.0 SQ. FT. e I N/A 1 3.0 FT 115.0 SQ. FT. G 0 J 27" 0, 114OW 4VAMMililli�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 LgS P TYPE PS TYPE 1 ® ALL OR VMS IS NOT PEQ HEAD VEHICLE HEAD ALLOWED ON THESE POLES. 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)R)= 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. ' METRO TRANSIT CAPITAL DIVISION W 60% SUBMITTAL Jacobs w PENG RAPIDRIDE I LINE NovEMBERzoz1 �PS1Rr0 DRAWNp Tyra J. GaWs La King County CHECKED PRa'Ec3N3, RENTON SEGMENT DRAWING NO �� R ul lai k0 M.WEGENER E06566E18 METROPOLE SCHEDULE 1TS1.09D '� FCASTe� No. RenscN By aPPG GaTE °rrar. G CHECKED C0NRNGTNO SE CARR RD & 108TH AVE SE NHEE'No' OF METRO PROJECT ENGINEER CXX%RRRRX 385 XXXX T-421485 R-4214385