HomeMy WebLinkAboutT-423602M
DETAILS
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RRFB & SIGN ATTACHMENT INFORMATION
1. RRFB UNITS AND ALL ASSOCIATED EQUIPMENTS SHALL BE MOUNTED PER
COR STD PLANS 141.1 & 141.2 AND WSDOT DETAIL IS-22, SHEET TS-05.
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3" MAX
3" MAXI
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POLE S1
POLE S2
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3" MAX
3" MAX
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CONTROLLER
0 CABINET
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BLUE ORIGIN RENTON ROAD IMPROVEMENTS
CROSSWALK RRFB POLE DETAILS
A PORTION OF SECTION 1/47 OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
RRFB F3 SIGN W 1 1-2
APPROX. 24" X 4" X 1.5" 36" X 36"
SIGN W 1 1-2
36" X 36"
SIGN W 16-7P(R)
30" X 18"
SIGN W 1 1-501
12" X 12"
TYPE FB SIGNAL POLE
6.5'
RRFB F2
APPROX. 24" X 4" X 1.5"
SIGN W 1 1-2
36" X 36"
SIGN W 16-7P(R)
30" X 18"
SIGN W 1 1-501
12" X 12"
TYPE FB SIGNAL POLE
PEDESTRIAN
PUSHBUTTON
6.5'
LOOKING EAST
NOT TO SCALE
*NOTE:
• 3.5' MEASUREMENT IS FROM
CENTER OF PUSHBUTTON TO
ADJACENT PEDESTRIAN SURFACE.
LOOKING WEST
NOT TO SCALE
RRFB F1
APPROX. 24" X 4" X 1.5"
SIGN W 16-7P(L)
30" X 18
SIGN W 1 1-501
12" X 12"
TYPE FB SIGNAL POLE
6.5'
POLE S2
3" MAX
F- 3" MAX
CONTROLLER
CABINET I 0
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POLE S1
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SIGN W 1 1-2
36" X 36" -A
RRFB F4
APPROX. 24" X 4" X 1.5"
SIGN W 16-7P(L)
30" X 18
SIGN W 1 1-501
12" X 12"
TYPE FB SIGNAL POLE
PEDESTRIAN
PUSHBUTTON
PAVEMENT MARKING GENERAL NOTES
1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL
COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK.
2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON
STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT
THE ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT.
3. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF
SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE
BOTTOM OF THE SIGN.
4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO
DRIVERS.
5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS TO TRANSPORTATION SYSTEMS TRAFFIC
OPERATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY ROADWORK.
6. ALL TRANSPORTATION FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM
CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). ALL
OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS
COMPLETE. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS
SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS) SEE CITY OF RENTON
STANDARD PLAN 135, SHEET TS-04.
7. THERMAL PLASTIC SHALL CONTAIN 3M WET/DRY ELEMENTS.
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6.5'
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MAX
F- 3" MAX
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REVISION
ILLUMINATION WIRING
DIAGRAM
NOTE:
SHOWN FOR REFERENCE
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ONLY. Q
OTHER STREET LIGHTS MAY BE W
ON THIS CIRCUIT.
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16TH ST
NOT TO SCALE N EX
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NEW SERVICE Q
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ILLUM A
ILLUM 8
ILLUM C SPARE
RRFB POWER
0"0"0"0"0"0"0"0
00000000000000
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00000°0°0°0°0°0
0°0°0°0°0000000
FACE OF CURB
BACK OF CURB
FB POLE
NEW SERVICE
BREAKER SCHEDULE
CIRCUIT
BREAKER
CONTACTOR
MAIN
2P-200
AMP
---
ILLUM A
2P-20
AMP
30 AMP
ILLUM B
2P-20
AMP
30 AMP
ILLUM C (SPARE)
2P-20
AMP
30 AMP
RRFB
1 P-30
AMP
---
RECEPTACLE
1 P-20
AMP
---
S2
ORIENT BASE PLATE IN -LINE WITH CURB.
BASE PLATE ALIGNED WITH EDGE OF
LEVEL LANDING.
BACK OF SIDEWALK
INTERSECTION SW 16TH ST & MAPLE AVE SW
SOUTHWEST CURB RAMP DETAIL - SCALE 1 " = 5'
ORIENT BASE PLATE IN -LINE
WITH CURB. BASE PLATE ALIGNED
WITH CENTER OF LEVEL LANDING.
CONCRETE APRON PER
WSDOT STD. PLAN
J-20. 1 1-03.
TYPE FB SIGNAL POLE
BACK OF SIDEWALK ti
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0 0
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00 000
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00 0 0 0 0 0
o°o°o°o°0°0°0°0°00
°0°0000000°0 0
°°°°°°°°°°
000°0 0
OF CURB BACK OF CURB
E7E
INTERSECTION SW 16TH ST & MAPLE AVE SW
NORTHWEST CURB RAMP DETAIL - SCALE 1 " = 5'
GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL
48-HOUR LOCATORS, 1-800-424-5555.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
TO ANY CONSTRUCTION.
7. PLANS APPROVED BY PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95°o MAXIMUM DRY DENSITY MODIFIED PROCTOR.
10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR
APPROVAL AT THE EARLIEST POSSIBLE DATE.
11. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH
OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED
CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE
FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NOT
CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM
10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE
PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT
THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED.
SURVEYED:
BCE
DESIGNED:
LAB/DVB/TDR
DRAWN:
LAB/DVB/TDR
CHECKED:
TDR/GRL
BY DATE AP P R APPROVED:
EMS
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Alloabk
CTY OF
RENTON
Planning/Building/Public Works Dept.
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T-423602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING UILANSPORTATION OPERATION
Scott Warlick 4/7/2023
cbarnes 04/20/2023
DATE:
RRFB, ILLUMINATION, & PAVEMENT MARKING PLAN 03/31/202
BLUE ORIGIN RENTON FIELDBOOK:___
PAGE: _ _
ROAD IMPROVEMENTS DRAWING NO:
INTERSECTION OF MAPLE AVENUE S.W AND 22334
S.W. 16TH STREET, RENTON, WA, 98057 TS-02 SHEET: 2 OF: 5
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