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HomeMy WebLinkAboutT-394604N 0 N N w 0 w 0 00 0 i 0 0 0 i z c� w 0 0 0 0 Go 0 i z 0 z w w i w 0 w w E2 E1 c POLE ORIENTATION LINE (El ATTACHMENT POINT) POLE ORIENTATION ANGEL DEGREES CLOCKWISE FROG LINE TO POLE ORIENTATIO (El ATTACHMENT POINT) MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ANCHOR BOLT PLATE OCATION STATION POLE ORIENTATION AND ATTACHMENT POINT DETAIL 1-RG59, 1-14/2 NOTES SIGNAL MAST ARM I I 1. ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR THE SIZE AND 1 SHAPE OF CABLE. 2. CAMERA ROTATION IN HOUSINGS TO BE ADJUSTED TO PROVIDE LEVEL I MONITOR PICTURE. I 3. DRIP LOOP SHALL BE 6 TO 8 INCHES. 1 4. ALL HARDWARE FASTENERS SHALL BE STAINLESS STEEL, TORQUE TO MANUFACTURER'S RECOMMENDATIONS WITH LOCKNUTS. 5. POWER LEADS SHALL BE INSTALLED W/SUITABLE COPPER OPEN SPADES. 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 ANODIZED ALUMINUM. 9. ALL FASTENER PENETRATIONS OF CABINET SHALL BE SEALED WITH APPROVED METHOD. 10. CAMERA MOUNT, RISER AND HOUSING SHALL BE PAINTED RAL 9005 "JET BLACK" TO MATCH DECORATIVE SIGNAL POLES PER SPECIAL PROVISIONS SECTION 6-07. VIDEO DETECTION CAMERA SIGNAL MAST ARM MOUNT DETAIL NTS DECORATIVE TYPE 1 VEHICLE HEAD STANDARD 6" I.D. LINE SPLIT CAST IRON BASE WITH ACCESS DOOR N 18" DECORATIVE TYPE I SIGNAL POLE BASE DETAIL NTS SIGNAL STANDARD IDENTIFICATION TAG DETAIL RENTON STD. N0. XX SIGNAL STANDARD N0. MANUFACTURER MANUFACTURER APPROVED DWG. XXXXXX APPROVED DRAWING NO. FAB. XX/XX/XXXX FABRICATION DATE WINDLOAD XXXX FT3 WINDLOAD XYZ (FT3) NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE SIGNAL AND LUMINAIRE MAST ARMS - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSSED. PAINT SPECIFICATIONS: ALL POLES, ARMS, BASES AND RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED. FINISH COLOR: RAL 9005TX "JET BLACK" 14" I.D. 16.5" 0 n I LUMINAIRE MAST ARM X Y Z (ft)3 MAST ARM XYZ (ft)3 LENGTH 6' 19.8 8' 26.4 10' 33.0 12' 39.6 14' 46.2 16' 52.8 SPLIT CAST IRON BASE WITH ACCESS f"`^" 25" FLAT -TO -FLAT 27" POINT-TO-POINT DECORATIVE TYPE III SIGNAL POLE BASE DETAIL NTS SEE VIDEO DETECTION CAMERA SIGNAL MAST ARM MOUNT DETAIL, THIS SHEET. 2 LEGEND a. VEHICLE DISPLAY b. MAST ARM MOUNTED SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MOUNTED SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. CABINET i. PPB-M j. HANDHOLE k. VIDEO DETECTION CAMERA I. PTZ CAMERA 33 0 `-� �1 2 3 It VD B3 �J 65 64 d b J �a A1�1TCC SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY v MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN CHART. O FIELD INSTALLED. O3 LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. L O SEE CITY OF RENTON STANDARD PLAN 117.3. O5 DECORATIVE BASE PER DETAIL, THIS SHEET. O DECORATIVE ROADWAY LUMINAIRE. B6 p 67 69 b 610 611 b c HORIZONTAL DISTANCE FROM STOP LINE 40' 45' 50' 53' - 180' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 5 SECTION DOGHOUSE 12" 16.5' 17.5' 16.5' 19.2' 16.5' 20.9' 16.5' 22.0' 4 SECTION 12" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 16.5' 20.8' 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 18.5' 16.5' 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY ROADWAY TYPE 11, III & SD SIGNAL STANDARDS ANCHOR BOLT. SEE NOTE [2]. SIDEWALK FOUNDATION 450�4. /\ s 6» 1 a \\ \\ 6 1 a (DC3 \\\ 41 SIDEWALK THICKENED EDGE AROUND FOUNDATION DETAIL D1 I D1 F � OR F 2 e FI h FI G 9 G 9 IN ul SEE WSDOT STANDARD PLAN J-26.10 FOR ADDITIONAL FOUNDATION INFORMATION. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD SIGNAL STANDARD DETAIL CHART POLE FIELD LOCATION POLE TYPE MOUNTING HEIGHT MAST ARM LENGTH LUMINAIRE ARM LENGTH SIGNAL MAST ARM DATA CALCULATED POLE XYZ [FT 3] POLE ATTACHMENT POINT ANGLES [DEG] TOP OF FOUNDATION ELEVATION FOUNDATION DESIGN XYZ [FT 3] SOIL LATERAL BEARING PRESSURE (PSF) FOUNDATION DEPTHS POLE REMARKS OFFSET DISTANCES [Z] POLE TO ATTACHMENT POINTS (FT) WINDLOAD AREAS (SQ FT) [X] [Y] D E F1 F2 G1 G2 H 11 12 J (UPPER) L 3' RD 3' SQ 4' RD NOTE STATION OFFSET LT RT P.O.A. Al A2 Cl C2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 Bll B1 B2 B3 B4 B5 B6 B7 B8 B9 Bll MAIN AVE S, STA 15+28.1 38.0' X 0° III 18.0' 30.0' 33.0' 12.0' - 32.2 23.7 26.9 - 21.2 18.9 - - - - 9.0 9.2 6.3 9.2 - - 9.2 - - - 45.5 1316 0° 0° [3] - - - 180° [1] [1] 1800 180° - 44.57' 1350 1000 11'-0" 9'-0" 9'-0" SEE NOTE [4] 2 MAIN AVE S, STA 15+25.7 20.6' X 00 III 18.5' 30.0' 27.0' 4. Of - 25.5 - 14.5 - - - - - - - 8.0 9.2 - 9.2 - - - - - - 16.0 516 0° 0° [3] - [3] - 180° [1] - 180° 1800 - 44.16' 700 1000 10'-0" 8'-0" 8'-0" O S 2ND ST, STA 52+52.1 18.0' X - 1 - - - - - - - - [3] - [3] - - [1] - 180° - - 43.84' - - PER WSDOT STD PLAN J-21.10 ® S 2ND ST, STA 52+50.7 38.4' X 0° III 17.5' 30.0' 34.0' 12.0' - 33.2 - 25.2 21.5 30.2 - - - - - 12.0 9.2 - 9.2 9.0 - - - - - 45.5 1316 0° 00 - - [3] [3] 0° - - 1800 180° - 315° 44.17' 1350 1000 ill -of) 9'-0" 9'-0" O S 2ND ST, STA 52+53.5 30.4' X - PPB - - - - - - - - - - - - - [1 ] - - - 44.05' - - 700 - - PER WSDOT STD PLAN J-20.10 © MAIN AVE S, STA 15+95.3 30.8' X - PPB - - - - - - - - - - - - - [1 ] - - - - 44 27' 44.53' - 1000 - PER WSDOT STD PLAN J-20.10 7 MAIN AVE S, STA 15+96.0 36.8' X 0° III 18.5' 30.0' 27.0' 8. Of - 25.1 - 17.1 - 20.2 - - - - - 10.4 9.2 - 9.2 - - - - - - 16.0 581 0° 0° - - [3] [3] 180° [1 ] - 1800 1800 - 10'-0" 8'-0" 8'-0" 0 S 2ND ST, STA 53+39.1 21 7' X - PPB - - - - - - - - - - - - - [1 ] - - - - 44.26' PER WSDOT STD PLAN J-20.10 [1 ] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE [3] ATTACHMENT ANGLES FOR POLE MOUNTED [2] TOP OF FOUNDATION ELEVATION GIVEN IS THE FINISHED GRADE OF THE SIDEWALK. THE CONTRACTOR [4] MAST ARM SHALL BE SUPPLIED TO THE CITY FOR FUTURE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO DRILLING. EQUIPMENT SHALL BE VERIFIED BY THE SHALL PLACE THE FOUNDATION UP TO THE BOTTOM OF THE FUTURE SIDEWALK ELEVATION, PROVIDE INSTALLATION. CONTRACTOR SHALL SUPPLY AND INSTALL PUSH BUTTON SHALL BE ANGLED PARALLEL TO THE CROSSWALK. ENGINEER IN THE FIELD PRIOR TO DRILLING. ADEQUATE ADDITIONAL LENGTH OF ANCHOR BOLTS TO THE BE INTEGRATED INTO THE SIDEWALK WHILE A STEEL PLATE TO COVER MAST ARM ATTACHMENT. MAINTAINING EMBEDMENT REQUIREMENTS AND INSTALL SIDEWALK THICKENED EDGE PER DETAIL, THIS SHEET. PLATE SHALL BE PAINTED TO MATCH SIGNAL POLE. NOTE: FOUNDATION DEPTHS SHOWN ASSUME CONSTRUCTION METHOD ALTERNATE #1 PER WSDOT STD PLAN J-26.10. IF THE CONTRACTOR ELECTS TO USE A CORRUGATED METAL FORM, DEPTHS SHALL BE INCREASED TO BE CONSISTENT WITH ALTERNATE #2 PER J-26.10.