HomeMy WebLinkAboutT-423517CITY OF RENTON TRANSPORATION NOTES
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TRAFFIC SIGNAL MODIFICATION CONSTRUCTION NOTES
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S1 EXISTING TYPE 111 SIGNAL POLE TO REMAIN. REMOVE EXISTING PUSHBUTTON ON
WEST SIDE OF POLE. CONTRACTOR SHALL PLUG REMAINING HOLE WITH CITY
APPROVED METHOD.
S2 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-03 AND SIGNAL
POLE CHART, THIS SHEET. FURNISH AND INSTALL TYPE PPB POLE. FURNISH AND
INSTALL NEW APS PEDESTRIAN PUSHBUTTON ON NEW PPB POLE. PUSHBUTTON SHALL
FACE SOUTH, PARALLEL TO CROSSWALK.
®CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-03 AND SIGNAL
SPOLE CHART, THIS SHEET. FURNISH AND INSTALL TYPE PPB POLE. FURNISH AND
INSTALL NEW APS PEDESTRIAN PUSHBUTTON ON NEW PPB POLE. PUSHBUTTON SHALL
FACE NORTH, PARALLEL TO CROSSWALK.
OINSTALL NEW TYPE 2 JUNCTION BOX WITH SKID -RESISTANT LID PER WSDOT
STANDARD PLAN J-40.10.
OREMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. INTERCEPT AND EXTEND
EXISTING CONDUIT TO NEW JUNCTION BOX. IF SUFFICIENT SLACK IS NOT AVAILABLE,
CONTRACTOR SHALL PULL NEW CONDUCTORS FROM NEAREST SPLICE POINT OR
CONTROLLER CABINET.
O EXISTING SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION.
OEXISTING CONTROLLER AND SERVICE CABINET TO REMAIN. PROTECT DURING
CONSTRUCTION.
O5 EXISTING LOOPS TO REMAIN. PROTECT DURING CONSTRUCTION.
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O EXISTING LOOPS NO LONGER IN USE. � : •oF WA,s,
OEXISTING LUMINAIRE POLE TO REMAIN. PROTECT DURING -
CONSTRUCTION. la_ T E N W
56329
FS;Transportation Engineering NorthWest
AL • `� Transportation Planning I Design I Traffic Impact & Operations
1 1400 SE 8th Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747
04 1 ^ 2024 Project hone:425-250-0865 ra, P.E. NO•
EX PHASE DIAGRAM
01
NOT USED
NOT USED
05
NOT
USED
1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES,
LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE
NON-SKID LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE REINSTALLED TO CURRENT STANDARDS.
6. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
7. SIGNAL POLE, LUMINAIRE POLE, AND CABINET FOUNDATIONS SHALL BE 4000P CONCRETE.
8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING
SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR
UNLESS OTHERWISE APPROVED.
9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND
OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.
10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION
PRIOR TO FINAL ACCEPTANCE, CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS
MAINTENANCE REPRESENTATIVE.
SIGNAL GENERAL NOTES
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1.
ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION.
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2.
JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER.
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3.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS.
THE CURRENT EDITION OF THE CITY OF RENTON
STANDARD SPECIFICATIONS AND DETAILS SHALL BE CONSIDERED PART OF THIS CONTRACT.
4.
THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
SD -SD-
5.
THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE.
CONTACT ERIC CUTSHALL, CITY OF RENTON AT
S
425-430-7423.
8
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6.
ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE
WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT.
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7.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND
THE CITY OF RENTON IMMEDIATELY UPON DAMAGE.
8.
EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED.
9•
ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX.
N 3RD STREET
10.
ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS.
11.
SALVAGE REMOVED SIGNAL EQUIPMENT TO THE CITY AS REQUESTED, INCLUDING TRAFFIC SIGNAL HEADS, TRAFFIC SIGNAL CONTROLLER CABINET, MAST
ARM STREET NAME SIGNS, AND OTHER ITEMS AS
REQUESTED. CONTRACTOR SHALL DISPOSE OF ITEMS NOT DESIRED BY THE CITY.
12.
CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION.
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13.
SIGNAL POLE BASE PLATES AND FACE OF PUSHBUTTONS SHALL ALIGN WITH THE BEARING OF THE CROSSWALK IT SERVES. FAILURE TO ORIENT POLES/BASE PLATES
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THE CROSSWALK WILL REQUIRE THE FOUNDATION TO BE�EMOVED AND RE -POURED BY THE CONTRACTOR. SEE SIGNAL POLE PLACEMENT DETAIL, THIS
SHEET.
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14.
CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION.
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15.
TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT CONDUIT SHALL BE PLACED SUCH THAT IT WILL NOT CONFLICT WITH FUTURE STREET TREE OR
STRUCTURE
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INSTALLATIONS. VERIFY CONDUIT PLACEMENT WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
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16.
FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, CONTACT ERIC
CUTSHALL,
CITY OF RENTON AT 425-430-7423.
POLE PLACEMENT DETAIL
SE CORNER OF N 3RD ST & PARK AVE N
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10" MAX S1
EX TYPE III
6.5' SIGNAL POLE
>0000 S2
� °o°o
°oo°0o
00000 ( NEW TYPE PPB
° ° °°° SIGNAL POLE
°o
°°o° INSTALL FOUNDATION
PER WSDOT
STANDARD PLAN
J-20.1 1-03 AND
MAXIMUM 10" FROM 0 5
CENTER OF POLE TO I I
LEVEL LANDING.
SCALE IN FEET
SIGNAL STANDARD
DETAIL
*DIMENSION FROM ADJACENT LEVEL
LANDING TO CENTER OF PEDESTRIAN
PUSHBUTTON.
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TYPE PPB POST
STANDARD
SIGNAL WIRING SCHEDULE (AFFECTED RUNS ONLY)
RACEWAY
CONDUIT
SIZE
VEH./BIKE
DETECT.
2C(SH)
PP8
2C(SH)
PED.
HEADIPPB
5C
EQUIP.
GRND.
*
CONDUIT
FILL
ALLOW.
FILL
(NEW)
ALLOW.
FILL
(EXIST.)
N0.
EX.
NEW
EX.
NEW
EX.
NEW
EX.
NEW
1
EXIST **
2
3
2
2
1
- - -
- - -
---
2
EXST
2
3
1
2
1
- - -
- - -
---
3
EXST **
2
3
2
1
- - -
- - -
---
4
EXST
2
3
2
1
- - -
- - -
---
5
2" SCH80 PVC
1
1
0.18
0.75
---
6
2" SCH80 PVC***
2
1
0.27
0.75
---
* EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST
WIRE SIZE IN THE CONDUIT.
** OTHER EXISTING CONDUIT AND CONDUCTORS/FIBER MAY BE PRESENT.
*** NEW CONDUIT SIZE, TYPE AND QUANTITY TO MATCH EXISTING.
SIGNAL STANDARD DETAIL CHART
STD.
NO.
®
REFERENCE
ROADWAY
FIELD LOCATION
TYPE
POLE ATTACHMENT
POINT ANGLES DEG
(DEG)
REMARKS
NORTHING
FASTING
G 1
G2
11
S1
N 3RD ST
EX
EX
EX
111
EX
EX
EX
EXISTING SIGNAL POLE TO REMAIN. RELOCATE EX
PED. PUSHBUTTON TO POLE S2.
S2
PARK AVE N
23+78.51 29.0' RT
180497.0778
1302005.6575
PPB
-
-
0
FOUNDATION PER WSDOT J-20.1 1-03.
S3
PARK AVE N
23+73.0, 29.0' LT
180492.1961
1301947.5176
PPB
-
-
0
FOUNDATION PER WSDOT J-20.1 1-03.
5 20
0 10 30
SCALE: 1 " = 10'
SIGNAL LEGEND
EX
NEW
DESCRIPTION
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p
JUNCTION BOX TYPE 112,8
PEDESTRIAN SIGNAL HEAD
EMERGENCY PRE-EMPTION
DETECTION
LUMINAIRE POLE
SIGNAL POLE TYPE III
�
SIGNAL POLE TYPE II
O
O
TYPE PPB POLE
PEDESTRIAN PUSHBUTTON
- - -
- - -
CONDUIT/CONDUCTOR
®
SERVICE CABINET
®
CONTROLLER CABINET
OCONSTRUCTION
NOTE
SIGNAL POLE NUMBER/
CONSTRUCTION NOTE
T-423517 R-423525
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED:
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
� CITY OF
� �
RENTON
Planning/Building/Public Works Dept.
SARTORI ELEMENTARY SCHOOL
315 GARDEN AVE N
RENTON, WA 98057
TRAFFIC SIGNAL MODIFICATION PLAN
N 3RD ST &PARK AVE N
DATE:
03 31 2023
FIELDBOOK:
PAGE:
DESIGNED:
rrr
DRAWN: VNF
ONE INCH
_
�
m
DRAWING N0:
TS-01
CHECKED:jTT
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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REVISION
BY
DATE
APPR
APPROVED:
/U
SHEET: 29 OF:
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