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Home My WebLink AboutR-361483NOTES: X O 16.5 ATTACHMENT POINT I MOUNTING COUPLING INSTALLED AT OFFSET DISTANCES INDICATED IN CHART. IF TYPE CLOCKWISE TO TYPICAL "N" MOUNTING IS USED, DRILL 1" DIA HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT 50.0 BUSHING FOR CABLE ENTRANCE. COR POLE ID If O FIELD INSTALLED. TYPICAL D1 SIGNAL O FOR DECORATIVE ARM DETAILS, SEE ILLUMINATION PLANS, SHEET 26. 4 POINT SHALL CONFORM TO THE CDR STD DWG J021, EXCEPT FOR TYPE II OR III OFOUNDATIONS SIGNAL POLES SEE FOUNDATION DETAIL THIS SHEET. DEPTH [FT] FOUNDATION ELEVATION POLES WITHOUT LUMINAIRE ARMS (TYPE II) SHALL BE PROVIDED WITH A STATION OSIGNAL REMOVABLE RAINTIGHT GALVANIZED STEEL CAP HELD IN PLACE WITH STAINLESS STEEL Al CAP SCREWS. E 0 O THE CONTRACTOR SHALL MAINTAIN 10" MAX HORIZONTAL CLEARANCE BETWEEN FACE I B2 OF CURB AND FACE OF PUSHBUTTON. THE CLEARANCE SHALL BE VERIFIED BY THE B5 ENGINEER IN THE FIELD PRIOR TO CONSTRUCTION OF FOUNDATION. 1 B7 CAMERA /HOUSING (1 �- TILT &PAN BRACKET VIDEO SPLICE WTH DRIP LOOP )III WEATHERTIGHTECABLLEU ENTRANCES CABLE CLAMP (BAND CLAMP IS UNACCEPTABLE) MAST ARM VIDEO DETECTION NOTES 1. ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR THE SIZE AND SHAPE OF CABLE. 2. CAMERA ROTATION IN HOUSINGS TO BE ADJUSTED TO PROVIDE LEVEL MONITOR PICTURE. 3. DRIP LOOP SHALL BE 6 TO 8 INCHES. 4. ALL HARDWARE FASTENERS SHALL BE STAINLESS STEEL, TORQUED TO MANUFACTURER'S RECOMMENDATIONS WITH LOCKNUTS. 5. POWER LEADS SHALL BE INSTALLED WITH SUITABLE COPPER OPEN SPACES. 6. BNC CONNECTORS SHALL CONFORM TO VIDEO VENDORS RECOMMENDATION. 7. CONTRACTOR SHALL UTILIZE TOOLS AS RECOMMENDED BY VIDEO VENDOR. 8. TILT AND PAN BRACKET, SENSOR BRACKET SHALL BE ALODINED ALUMINUM. 9. THE UNIVERSAL HUB PLATE SHALL BE CAST ALUMINUM - 6063 -T6. 10. ALL FASTENER PENETRATIONS OF CABINET SHALL BE SEALED WITH APPROVED METHOD. OCAMERA MAST -ARM MOUNTING DETAIL NTS TYPE PPB OR TYPE PS POLE TOP OF CEMENT CONCRETE PEDESTRIAN CURB OR CEMENT CONCRETE PEDESTRIAN ISLAND TYPE PPB OR TYPE PS POLE FOUNDATION PEDESTRIAN APS PUSH BUTTON STATION. ORIENTATION SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD 00 0 N v 10" MAX TOP OF CEMENT 1UNLKtIt. KAMF TYPE 2 OR CEMENT _ CONCRETE i II`IC PEDESTRIAN PATHWAY PEDESTRIAN PUSH BUTTON OFFSET DETAIL F NTS J J co 2 r, j I p O � TYPE PPB 4 (PED PUSH BUTTON POST) (PED HEAD STANDARD) ALL HANDHOLES AT 180' X SIGNAL HEAD /HARDWARE 16.5 ATTACHMENT POINT I ANGLE DEGREES s TENON CLOCKWISE TO TYPICAL 90' ATTACHMENT POINT 50.0 FROM 0') COR POLE ID If FIELD LOCATION 0 180 TYPICAL D1 SIGNAL h ARM ATTACHMENT 4 POINT o (T)OTALZ) FT-3 - POLE ORIENTATION 270' ANGLE P.O.A.) DEGREES CLOCKWISE FROM \R BASE POINT 0 OFFSET LINE TO 0' POINT LOCA110N STATION g0' RDgpAgy PLAN VIEW POLE ORIENTATION & ATTACHMENT POINT DETAIL O LEGEND a. VEHICLE SIGNAL HEAD k. HANDHOLE, PER CDR STD DWG J021 b. SIGN, PER WSDOT STD PLAN G- 30.10 -00 m. VIDEO DETECTION CAMERA c. DECORATIVE LUMINAIRE ARM n. TENON d. EMERGENCY VEHICLE PRE- EMPTION DETECTOR e. SIGNAL MAST ARM TOP OF FOUNDATION ELEV� FULL DEPTH BACK OF SIDEWALK EXPANSION JOINT OUTLINE OF 1 0 \ 1 CONCRETE PAD 1 I ° O ° 1 CONSTRUCT PLATE ORIENTATION ° / CONCRETE PAD VARIES \ _ WHEN SIGNAL /PEDESTRIAN f6" FROM FACE OF POLE IS PLACED BEYOND BACK OF FOUNDATION SIDEWALK BACK OF SIDEWALK / FOUNDATION LAYOUT DETAIL f. LUMINAIRE g. PEDESTRIAN SIGNAL CALL 3 WORKING DAYS HEAD BEFORE YOU DIG: 811 h. TERMINAL CABINET f j. PEDESTRIAN PUSH BUTTON ASSEMBLY, PER CDR STD FOR DECORATIVE ROADWAY DWG J025 LUMINAIRE DETAILS (TYPE I, TYPE II, OR APPROVED EQUAL) SEE ILLUMINATION DETAILS SHEET 26. E PHOTOCELL LOCATION PER PLANS. SIMPLEX MOUNT 81 B2 83 B4 B5 m 1 d a ° b B6 B7 B8 n b B9 BID B11 1 a - -- ------ - b a a B12 b EXAMPLE, SIGNAL - ------ - - - - - -- SIGNAL STANDARD # STANDARD N0. 2, ROAD 2 a Pa ROAD LOG # 4-1/2" LOG #, MP 13 )J" -16" BASE DIA LH "I"19 J J J J. 00 m k� 0 I iv tO � 1 TYPE I 4 (VEHICLE HEAD STANDARD) X X X X X 9 0 1 5 2 (4) STANDARD SLOTS ACCEPTING: ROUND SMOOTH STEEL X X .X X .X X 02 .01 .09 , 13/4" GA 1 GALVANIZED x 60" LONG (O.P4 " /FT POLE ER) � GALVANIZED ANCHOR BOLTS COUNTY ROAD NUMBERS SHALL BE A 1.5 " -2" A36 STEEL PLATE MILE POST # MINIMUM OF 3/8" HIGH 18 " -22" SO SIGNAL STANDARD IDENTIFICATION TAG DETAIL 18 -22 "0 BOLT CIRCLE SIGNAL POLE SPECIFICATIONS: POLE MANUFACTURER TO VERIFY ATTACHMENT HEIGHTS TO ENSURE DEADLOAD SAG VERTICAL CLEARANCE ON MAST ARM DOES NOT LOWER SIGNAL HEADS BELOW MINIMUM: 16' -6" VERTICAL CLEARANCE REQUIREMENTS. FULFILL MUTCD REQUIREMENTS ROADWAY BASE PLATE DETAIL R=36148 LIMITS OF VERTICAL CLEARANCE REQUIREMENT CURB OR EDGE OF SHOULDER G�� 19 PAINT SPECIFICATIONS: ALL STEEL SIGNAL POLE PARTS SHALL BE GALVANIZED. ALL POLE METAL COMPONENTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 1 9005TX "JET BLACK" (SEE SPECIAL PROVISIONS) (OPPOSITE MAST ARM)- G Do �h a ZZ 0 o N 00 I ° o L� ^ o 0 I F z F Z O <II Q1 7691F 16 - O2 7693F 3O 7694F ® 7696F (D NUMBER 49.0' X III 16.5 AKM JKiNAL JIANUAKU I I s TENON ss MOUNTING COUPLING INSTALLED ON THE BACK OF MAST ARM. SIGNAL STANDARD DETAIL CHART 50.0 50.0 POLE NOTE COR POLE ID If FIELD LOCATION POLE TYPE MOUNTING HEIGHT [FT] ARM LENGTH [FT] - OFFSET DISTANCES [FT] (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS [FT2] (X)(Y) - (T)OTALZ) FT-3 - POLE ATTACHMENT POINT ANGLES [DEG] DEPTH [FT] FOUNDATION ELEVATION REMARKS STATION OFFSET LT RT Al I A2 E I C I B1 I B2 B3 I B4 B5 86 1 B7 1 88 1 69 810 B11 1 Bit I B1 B2 I B3 I B6 I B7 1 88 1 89 1 B10 T B11 FB12 A/B I C I D E G H J1 I J2 I K 3' RD 3' SQ 4' RD 5' RDI Q1 7691F 16 - O2 7693F 3O 7694F ® 7696F (D NUMBER 49.0' X III 16.5 35' 60.0 12' 57.0 - 54.0 50.0 50.0 41.5' X - PPB - - - - - - - - - 47.7' X - PS - - - - - - - - - 30.8' 3 X III 18.5 35' 25.0 12' 24.5 23.0 - 21.0 - 67.9' 4 X PS - - - - - - - - - 59.1' X III 17.0 35' 60.0 12' 57.5 - 54.5 - - 36.0' - - - - - 14.1 - - 9.0 14.1 - 36.9' 14.0 935 - 19.0 35' 35- . 0 31- . 9 - - - - 4 45.7' - - - - - - - - - - - - - - 1 - P CIG,4 - JC 49.5 ._ . ._ IT1NG POLE #2 - CO #17 6 19 13 PST kF393^o ��r u CONSTRUCTION RECORDS VS HJT FIB/ 7 2014 FSSIONAL EN tie REVISION DESCRIPTION BY APP. I DATE LOGAN AVE N / N PARK DRIVE & GARDEN AVENUE N 49.0 - 45.0 - 37.0 25.0 12.0 9.2 - 9.0 m - 9.2 - 9.2 9.2 20.0 2235 - 0' - 0' 180' 180' - - - - - - - - - - - - - - - - - - - - - - - - WSDOT STANDARD DETAIL IS-1 DRAWING NO. 30 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 30 OF 53 - 17.0 11.0 - - - 5.5 9.2 14.1 - - 9.0 14.1 - - - 14.0 935 - 0' - 0' - - - - - - - - - - - - - - - - - - - - - - - - - - 49.5 - 37.5 25.5 15.0 9.2 - 9.0 - - 9.2 - 9.2 9.2 20.0 2355 - 0' - 0' - 180' - - - - - - - - - - - - - - - - - - - - - - - - - - 19.9 13.9 - 7.9 2.9 9.2 - - - - 9.2 12.0 - 14.1 14.0 830 180' 05. - 0' 90' 180' 1 - - - - - - - - - - - - - - - - - - - - - - - - SURVEYED: KPG DRAWN BY: JC DESIGN BY: JC CHECKBY: HJT PROJ MGR: NJD FILE: 08046SIG01.dwg 7539th AveN 2502 Jefferson Ave Seek WA 98109 hoorna,INA98402 (206) 286-1640 (253) 627 -0720 www.kpg.com � CITY OF RENTON .0 Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS 180' r., � w C mm m " 180' - o�z STANDARD DETAIL IS -1 29.72' m �z - - 180' - w w ° z 32.72' mz M - - F? w DETAIL J -20.16 32.75' 180' - 29.59' - 28' 22' - 16' - - 28' 22' 16' - SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS SIGNAL POLE SPECIFICATIONS II P�- 3�( ya"� 30.15' IB M C mm 29.84' 3 PER WSDOT STANDARD DETAIL IS -1 29.72' m PER WSDOT STANDARD DETAIL J -20.16 32.19' 3 32.72' PER WSDOT STANDARD DETAIL J -20.16 32.75' 29.59' PER WSDOT STANDARD DETAIL IS -1 29.32' 29.27' PER WSDOT STANDARD DETAIL IS-1 DRAWING NO. 30 PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 30 OF 53 C3 1 �o � m z 0 a� 3 NB M ( I I I o c ry 1 =o € w z - �0 1 o H-+ 3 z I I I IB M C mm a o 3 D 6 R � N T m M n I I I C3 1 �o � m z 0 a� 3 NB M ( I I I o c ry 1 =o € w z - �0 1 o H-+ 3 z I I I IB M O a o D 6 R � N T 0