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HomeMy WebLinkAboutT-423103Z O N Q Q N Q Cl) M O c� Q >s i 0 a U i 00 0 N 0 N i 0 N 0 N i U O n w Q z w J SIGNAL STANDARD DETAIL CHART FIELD LOCATION MOUNTING MAST LUMINAIRE SIGNAL MAST ARM DATA CALCULATED SIGNAL MAST ARM DATA TOP OF SOIL LATERAL FOUNDATION DEPTHS POLE POLE HEIGHT ARM ARM LENGTH POLE FOUNDATION BEARING PRESSURE POLE REMARKS OFFSET DISTANCES [Z] POLE CLTO ATTACHMENT POINTS (FT) WINDLOAD AREAS (SQ FT) [X] [Y] NOTE STATION OFFSET LT RT P.O.A. TYPE AlTX2 LENGTH XYZ [FT3] D E F1 F2 G1 G2 H 11 12 J �(UPPJETL ELEVATION [3] (PSF) T RD 3' SQ 4' RD ID # C B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 45' LIND AVENUE SW & SW 19TH ST O LIND AVE 44.73' X 0' 111 20.5' 35' 50' - 38.9 32.6 26.3 - 35.6 - - - - - 20.7 9.2 7.5 9.2 - - - - - - - 9 1030.6 0° [2] [2] [1] 1800 21.62 1500 9'-011 7'-011 7'-011 12+78.93 O LIND AVE 32.78' X - PPB - - - - - - - - - - - - - - - - - - - - - - - 12+70.96 O LIND AVE 46.58' X - PPB - - - - - - - - - - - - - - - - - - - - - - - 12+90.00 ® LIND AVE 56.60' X 0' Ill 20.5' 35' 40' 12' 35.9 30.8 24.5 - - - - - - - 19.4 9.2 7.5 9.2 - - - - - - - 10.5 1030.0 00 [2] [2] [1] 1800 20.75 1500 9'-011 7'-011 7'-011 13+64.05 O LIND AVE 45.23' X - PPB - - - - - - - - - - - - - - - - - - - - - - - 13+66.30 © LIND AVE 35.37' X - PPB- 13+81.04 O LIND AVE 50.58' X 0' Ill 20.5' 35' 55' 12' 45.4 38.5 33.1 - 35.9 - - - - - 25.4 9.2 7.5 9.2 - - - - - - - 9 1279.2 00 [2] [2] [1] 1800 21.09 1500 9'-011 7'-011 7'-011 13+74.96 ® LIND AVE 38.02' X - PPB - - - - - - - - - - - - - - - - - - - - - - - 13+78.34 O LIND AVE 47.13' X - PPB - - - - - - - - - - - - - - - - - - - - - - - 13+66.80 ® LIND AVE 47.70' X 0' Ill 20.5' 35' 40' - 35.2 31.0 24.0 - - - - - - - 18.2 9.2 7.5 9.2 - - - - - - - 10.5 968.2 00 [2] [2] [1] 1800 20.64 1500 9'-011 7'-011 7'-011 12+95.23 © LIND AVE 37.87' X - PPB - - - - - - - - - - - - - - - - - - - - - - - 12+82.92 SIGNAL POLE EQUIPMENT SCHEDULE EQUIPMENT MOUNTED ON POLE POLE POLE MAST ARM LUMINAIRE ARM NUMBER TYPE ® VEH PED APS TERM VEH PRE- PRE- VEH LUMI PHOTO HEAD HEAD WITH SIGN CABINET HEAD EMPTION EMPTION DETECT SIGN NAIRE CELL PTZ SIGN I.R. GPS CAMERA 10 III - 2 - - 1 2 1 1 1 - - 20 PPB - - 1 - - - - - - - - - - 03 PPB - - ® III - 2 - - 1 2 - - 1- O 05 PPB - - 1 - - - - - - - - - - © PPB - - 1 - - - - - - - - - - 07 III - 2 - - 1 2 1 - 1 10 - 1 O ® PPB - - 1 - - - - - - - - - - 09 PPB - - 1 - - - - - - - - - - ® III - 2 1 - 1 2 - - 1 - - © PPB - - 1 - - - - - - - - - - WIRE NOTES ti 6y ��• OJ Q 1 211 SPARE 2 " SPARE 3 3" 1 Pushbutton pole 4 3 1 1 cannot physically 5 311 3 1 acceptconduit. 6 311 3 1 1 1 7 311 3 1 1 8 311 3 2 1 1 1 9 311 3 2 1 10 311 3 2 1 1 1 1 11 3" 2 12 3" 3 13 211 2 WE PAINT SPECIFICATIONS: [1] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE • ALL POLES, ARMS, BASE PARTS, AND ALL RELATED HARDWARE / FIELD PRIOR TO DRILLING. FACE OF PUSH BUTTON SHALL BE ANGLED PARALLEL TO THE CROSSWALK. COMPONENTS SHALL BE FACTORY PRIMED AND POWDER COATED [2] ATTACHMENT ANGLES FOR THE POLE MOUNTED EQUIPMENT SHALL BE VERIFIED BY THE ENGINEER IN TO MATCH FINISH COLOR. THE FIELD PRIOR TO DRILLING. • ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL [3] TOP OF FOUNDATION ELEVATION FOR TYPE III POLES IS THE BOTTOM OF SIDEWALK. SEE TYPE III POLE MATCH FINISH COLOR. BASE NOTES (THIS SHEET). • FINISH COLOR SHALL BE RAIL 9005TX "JET BLACK" OR APPROVED EQUAL WITH PAINT CHIP. Provide model number LUMINAIRE SCHEDULE LUMINAIRE # LUMINAIRE MOUNTING FOUNDATION [4] STATION OFFSET LUMINAIRE TYPE ARM HEIGHT BASE CIRCUIT # DEPTH POLE ID # COMMENTS 10 DEC ROADWAY 90W, LED, (TYPE III, B3-UO-G2), 4000K, 240V FIXED 1 *SEE SIGNAL STANDARD DETAIL CHART 20 * * DEC ROADWAY 90W, LED, (TYPE III, B3-UO-G2), 4000K, 240V * * FIXED 1 *SEE SIGNAL STANDARD DETAIL CHART [4] POLE NUMBERS TO BE ISSUED BY TRANSPORTATION MAINTENANCE ONCE POLES ARE INSTALLED. CONTACT ERIC CUTSHALL AT (425) 430-7423 FOR POLE NUMBERS. PUSH BUTTON SCHEDULE POLE # PUSH BUTTON 0 DIR ARROW ON SIGN [4] CUSTOM WALK VOICE MESSAGE [5] 2 49 LEFT R10-3e(L) LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE 3 68 RIGHT R10-3e(R) 19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET 5 69 LEFT R10-3e(L) 19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET 6 88 RIGHT R10-3e(R) LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE 8 89 LEFT R10-3e(L) LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE 9 28 RIGHT R10-3e(R) 19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET 10 29 LEFT R10-3e(L) 19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET 11 48 RIGHT R10-3e(R) LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE [4] SIGN SIZE SHALL MEET MUTCD REQUIREMENTS. [5] PUSH BUTTON HOUSING SHALL BE BLACK IN COLOR. TYPE III POLE BASE NOTES: 1. TOP OF FOUNDATION ELEVATION IS BOTTOM OF SIDEWALK FOR TYPE III SIGNAL POLES. 2. INSTALL POLE FOUNDATION IDENTIFICATION TAG ON TOP OF FOUNDATION PER CITY OF RENTON STANDARD PLAN 139. 3. POLE ANCHOR BOLTS SHALL EXTEND ABOVE TOP OF SIDEWALK ELEVATION AS REQUIRED. 4. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD. 5. PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD. 6. INSTALL DECORATIVE POLE BASE PER SPECIAL PROVISION. REVISION SURVEYED: DESIGNED: AK DRAWN: AK CHECKED: JMK BY DATE APPR APPROVED: JMK SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SIGN SCHEDULE NTS Lind Ave SW O D3-1 (18" x 84") SW 19th Stj O D3-1 (18" x 72") LEFT TURN YIELD ON GREEN • O R10-12 (30" x 36") SIGN NOTES: a. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURES PRIOR TO FABRICATION. b. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY. c. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL. d. SIGN BLADE THICKNESS SHALL BE 0.125". e. SIGN SHEETING SHALL BE 4000 SERIES 3M DIAMOND GRADE REFLECTIVE SHEETING OR APPROVED EQUAL. f. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED. g. FOR SIGN MOUNTING DETAILS, SEE WSDOT STANDARD PLAN G-30.10. h. SIGN PROOFS FROM THE MANUFACTURER SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO FABRICATION OF MAST ARM MOUNTED STREET NAME SIGNS. wHpacilic AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M T-423103 ® IN COMPLIANCE WITH CITY OF RENTON STANDARDS 01 ,. DEVELOPMENT ENGINEERING:] ETRA7NSPORTATION OPERATION �, % Michael Sippo 11 /04/202barnes 11 /09/2022 221111752 a_ � • CITY OF PRI RENTON Planning/Building/Public Works Dept SWA2 AMAZON CITY OF RENTON TRAFFIC SIGNAL NOTES & SCHEDULES LIND AVE SW AND SW 19TH STREET DATE: 10-24-202 FIELDBOOK: PAGE: SHEET: OF: 15 21 z O N Q Q N Q U) N Q J ti co LO N N X-1