HomeMy WebLinkAboutP_KCESI2_TCP#1_MHs_RO1-31A-RO2-O7_181113_v1.pdfDWY
Alley
STREET USE PERMIT #
Contact Person:
KPG Interdisciplinary Design
Michael Lapham
michael@kpg.com
D: 206.267.1065
C: 206.595.7875
N 6th St
SPACING TABLE
X 200’+/-
LEGENDS
-----------------
Channelizing
Device
Advance Warning
Sign Location
Work Zone
Burnett Ave NLogan Ave NDWY
DWY
Williams Ave NROAD
CLOSED
AHEAD
W20-3
ROAD
WORK
AHEAD
W20-1
DWY
ROAD
CLOSED
AHEAD
W20-3
X
X
N 5th St
TYPE III BARRICADES
WITH R11-2 ROAD CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
R11-4
ROAD
CLOSED
(TYPE B) HIGH INTENSITY
FLASHING WARNING LIGHTS
FOR NIGHT TIME CLOSURE
OPERATE 24 HOURS PER DAY
ROAD
CLOSED
TRAFFIC CONTROL
PLAN, #1
Manhole
RO1-31A
NOT TO SCALE
Project location
N 6th St & Burnett Ave N
Renton
Duration of work:
approximately 2 Months
KPG
ADVANCE NOTICE
POST 10 DAYS
IN ADVANCE
60”
48”
THIS ROAD
WILL BE
CLOSED
Time- Day-Date
TO
Time-Day-Date
115’ Taper
ATTACH SIGN
SEQUENCE (B)
T-19L
ROAD
WORK
AHEAD
W20-1
X X X
SIGN SEQUENCE A
W20-1
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE
CLOSED
AHEAD
CHANNELIZING DEVICES SPACING ( FEET )
MPH TAPER
20/30 20
TANGENT
40
W4-2L
X
SIGN SEQUENCE B
RIGHT LANE
CLOSED
AHEAD
W20-5R
X X
W20-1
ROAD
WORK
AHEAD
SIGN SEQ UE N C E A
General Notes:
* All signs and spacing shall conform to MUTCD.
* Priority passage through work area for
emergency vehicles shall be provided at all times.
* Channelization devices are 28” reflective cones.
(see table for spacing distances)
* All spacing must accommodate at-grade
intersection and/or driveways.
* Maintain 4’ minimum sidewalk widths.
* Maintain 11’ vehicle travel lane widths.
* Notify Transit of bus route/stop impacts:
* Contact City signal operators 10 days prior to
any work that may affect signal operations.
ROAD
WORK
AHEAD
W20-1
Hours of operation:
TBD, Construction work
Daytime and Weekends
60’
Shift
MH
RO1-31A
TRAFFIC CONTROL SERVICES
FELIPE J. MACIAS,TCS #008890
EXPIRATION 04-30-2019
jack@trafficcontrolservices.net
OFFICE # (425) 658.3656
NOVEMBER 13, 2018
Sequential
Arrow Board
RECEIVED
11/28/2018
amorganroth
PLANNING DIVISION
DWY
N 6th St
LEGENDS
-----------------
Channelizing
Device
Advance Warning
Sign Location
Work Zone Logan Ave NDWY
Contact Person:
KPG Interdisciplinary Design
Michael Lapham
michael@kpg.com
D: 206.267.1065
C: 206.595.7875
Project location
Boeing Parking Lot
Renton
Duration of work:
approximately 2 Months
KPG
Hours of operation:
TBD, Construction work
Daytime and Weekends STREET USE PERMIT #
TRAFFIC CONTROL
PLAN, #2
MH RO2-01A
NOT TO SCALE
Boeing
Parking
Lot
NO PARKING
AFTER
TOW-AWAY AREA
DATE
TIME TO
NO
R8-3
R8-3
R8-3
R8-3
Burnett Ave N1. ( NO PARKING) Signs in place at least
72 hours advance, with date & time clearly
posted and not obstructing parking access
until the specified date & time.
General Notes:
MH
RO1-31A
40” Tubular
Markers
TRAFFIC CONTROL SERVICES
FELIPE J. MACIAS,TCS #008890
EXPIRATION 04-30-2019
jack@trafficcontrolservices.net
OFFICE # (425) 658.3656
NOVEMBER 13, 2018
MH R02-01A
DWYR3-2 LEGENDS-----------------TemporaryTraffic directionChannelizing DeviceAdvance WarningSign LocationSequentialArrow BoardWork ZoneSPACING TABLEX200’+/-CHANNELIZING DEVICES SPACING ( FEET )MPHTAPERTANGENT20/3020401. Notify Transit for bus stop relocation and/or relevantaccess impediments.3.All signs, channelized devices and spacing shallconform to the MUTCD.General Notes:2. Priority passage through work area for emergency vehicles shall be provided at all times.4. Channelization devices are 28” reflective cones. (see table for spacing distances)5. All spacing must accommodate at-grade intersection and/or driveways.6. Maintain 4’ minimum sidewalk widths.7. Maintain 11’ vehicle travel lane widths.Logan Ave NN 6th StSIGN SEQUENCE ARIGHT LANECLOSEDAHEADW20-5RXXXW20-1ROADWORKAHEADW4-2LSPEEDLIMIT20G20-5aPWORKZONEROADWORKAHEADW1-4LW20-160’Shift60’Shift115’ TangentBIKELANE ENDSW9 - 1BR3-2W1-4L6’6’Water Filled BarrierDETOURM4-9BPedestrianRampSidewalk Barricadeas shown, Figure-1BIKEMERGE WITHTRAFFICW4-1BDETOURM4-9BContact Person:KPG Interdisciplinary DesignMichael Laphammichael@kpg.comD: 206.267.1065C: 206.595.7875115’ TaperROADWORKAHEADW20-1ATTACH SIGNSEQUENCE (A)Provide TemporaryPedestrian RampFIGURE-1 BARRICADE LENGTH EQUAL TO FULL WIDTH OF SIDEWALKSIDEWALKCLOSEDTYPE II BARRICADE WITH(R9-9) SIDEWALK CLOSEDProject locationLogan Ave Nbetween N 6th St &N 8th StDuration of work:approximately 3 MonthsKPGHours of operation:TBD, Construction workDaytime and WeekendsSTREET USE PERMIT #TRAFFIC CONTROL PLAN, #3Manhole RO2-02NOT TO SCALEPCMSConsiderAlt.RoutesRoadWorkAhead1.5 SEC1.5 SECPlace PCMS north ofN 8th StPlace PCMS south ofN 6th StPCMSTRAFFIC CONTROL SERVICESFELIPE J. MACIAS,TCS #008890EXPIRATION 04-30-2019jack@trafficcontrolservices.netOFFICE # (425) 658.3656NOVEMBER 13, 2018PCMS
DWYLogan Ave NN 8th St
Project located on
Logan Ave N & N 8th St
Renton
Duration of work:
approximately 2 Days
Hours of operation:
Nights
Contact Person:
KPG Interdisciplinary Design
Michael Lapham
michael@kpg.com
D: 206.267.1065
C: 206.595.7875
KPG
SPACING TABLE
X 200’+/-
CHANNELIZING DEVICES SPACING ( FEET )
MPH TAPER TANGENT
20/30 20 40
115’ Taper
130’ Tangent120’ Shift
115’ Taper
60’ Shift
SIGN SEQUENCE A SIGN SEQUENCE B
A T T A C H S IG N
SE QUENC
E (B)
ATTACH SIGN
SEQUENCE (C)
ATTACH SIGN
SEQUENCE (A)
1. Notify Transit for bus stop relocation and/or relevant
access impediments.
3.All signs, channelized devices and spacing shall
conform to the MUTCD.
General Notes:
2. Priority passage through work area for
emergency vehicles shall be provided at all times.
4. Channelization devices are 28” reflective cones.
(see table for spacing distances)
5. All spacing must accommodate at-grade
intersection and/or driveways.
6. Maintain 4’ minimum sidewalk widths.
7. Maintain 11’ vehicle travel lane widths.
9. Flagger station shall be in line of sight of
approaching vehicles.
10. Flagger shall maintain radio communication.
8. Flaggers shall be used in accordance with
WAC 468-950302. UPO will be required if a
traffic signal could be countermanded.
11. Lighted intersection shall be set to “ red flash mode”
or turn off burring flagging operation.
PCMS
PCMS
PCMS
PCMS
FLAGGER
AHEAD
ROAD
WORK
AHEAD
1.5 SEC1.5 SEC
SPEED
LIMIT
20
G20-5aP
WORK
ZONE
W20-7A
LEGENDS
-----------------
Flagger
Station
Traffic
Direction
Temporary
Traffic direction
Channelizing
Device
Advance Warning
Sign Location
Sequential
Arrow Board
Work Zone
Crosswalk Barricade
As Shown, Figure-1
Portable, Changeable
Message signPCMS
UNIFORMED POLICE
OFFICER (UPO)
UPO
FIGURE-1
R9-3XC
CROSSWALK
CLOSED
BARRICADE LENGTH EQUAL
TO FULL WIDTH OF CROSSWALK
SPEED
LIMIT
20
G20-5aP
WORK
ZONE
W1-4L
T-19R
BIKE LANE
ENDS
W1-4L
W20-7A
X X X
W20-1 W20-7A
ROAD
WORK
AHEAD BE
PREPARED
TO
STOP
W20-7B
XXX
W20-1
ROAD
WORK
AHEAD
LEFT LANE
CLOSED
AHEAD
W20-5L
W4-2R
STREET USE PERMIT #
TRAFFIC CONTROL
PLAN, #4
Manhole
RO2-03
NOT TO SCALE
SIGN SEQUENCE C
RIGHT LANE
CLOSED
AHEAD
W20-5R
XXX
W20-1
ROAD
WORK
AHEAD
W4-2L
BIKE
LANE
ENDS W9 - 1B
BIKE
MERGE WITH
TRAFFIC W4-1B
ROAD
WORK
AHEAD
W20-1
12. Maintain work zone lighting in
compliance with MUTCD.
BIKE
MERGE WITH
TRAFFIC W4-1B
TRAFFIC CONTROL SERVICES
FELIPE J. MACIAS,TCS #008890
EXPIRATION 04-30-2019
jack@trafficcontrolservices.net
OFFICE # (425) 658.3656
NOVEMBER 13, 2018
DWYLogan Ave NLogan Ave NN 10th St LEGENDS-----------------TEM .TRAFFICDIRECTIONCHANNELIZINGDEVICEADVANCE WARNINGSIGN LOCATIONWork ZonePCMSPORTABLE CHANGEABLEMESSAGE SIGNContact Person:KPG Interdisciplinary DesignMichael Laphammichael@kpg.comD: 206.267.1065C: 206.595.7875CHANNELIZING DEVICES SPACING ( FEET )MPHTAPER20/30TANGENT20401. Notify Transit for bus stop relocation and/or relevantaccess impediments.3.All signs, channelized devices and spacing shallconform to the MUTCD.General Notes:2. Priority passage through work area for emergency vehicles shall be provided at all times.4. Channelization devices are 28” reflective cones. (see table for spacing distances)5. All spacing must accommodate at-grade intersection and/or driveways.7. Maintain 11’ vehicle travel lane widths.8. Contact City signal operators 10 days prior toany work that may affect signal operations.ROADWORKAHEADPCMSCONSIDERALT ROUTE1.5 SECLEFT LANECLOSED ATN 10TH ST1.5 SECN 8th StSPEEDLIMIT20G20-5aPWORKZONEPlace this signs150’ North of the NE corner ofN 6th St.W20-1ROADWORKAHEADPlace PCMS at the NWC of 757th Ave/Park AvePCMSProject located atLogan Ave N betweenN 10th St & N 8th St RentonDuration of work:approximately 3 MonthsKPG115’TaperSPACING TABLEX200’+/-Hours of operation:TBD, Construction workDaytime - Mid WeekLEFT LANECLOSEDAHEADW20-5LW4-2R60’ShiftT-19RW20-1ROADWORKAHEADW1-4LSTREET USE PERMIT #TRAFFIC CONTROL PLAN, #5Manhole RO2-04NOT TO SCALEBIKELANE ENDSW9 - 1BW4 - 1BBIKESMERGE WITHTRAFFIC#2#1#1PCMSConsiderAlt.RoutesConstructionAhead1.5 SEC1.5 SEC#29. Maintain pedestrian access/walk. Work will be in roadwayand planting strip between sidewalk and roadway.PCMSTRAFFIC CONTROL SERVICESFELIPE J. MACIAS,TCS #008890EXPIRATION 04-30-2019jack@trafficcontrolservices.netOFFICE # (425) 658.3656NOVEMBER 13, 2018
D W Y
Logan Ave NN 1
0
t
h
S
t
Contact Person:
K P G Interdisciplinary Design
Michael Lapham
michael@kpg.com
D: 206.267.1065
C: 206.595.7875
CHA NNEL IZING DE VI CES SPA CI NG ( FEE T )
M P H TA P E R
20/30
TA N G E N T
20 40
1. Notify Transit for bus stop relocation and/or relevant
access impediments.
3.All signs, channelized devices and spacing shall
conform to the M U TC D.
General Notes:
2. Priority passage through work area for
emergency vehicles shall be provided at all times.
4. Channelization devices are 28” reflective cones.
(see table for spacing distances)
5. All spacing must accommodate at-grade
intersection and/or driveways.
7. Maintain 11’ vehicle travel lane widths.
8. Contact City signal operators 10 days prior to
any work that may affect signal operations.
ROAD
WORK
AHEAD
P C M S
R O A D
W O R K
A H E A D
1.5 S E C
R I G H T L A N E
C L O S E D AT
N 10T H S T
1.5 S E C
( S A M P L E M E S S A G E )Place P C M S at the
N W C of 757th Ave
/Park Ave
P C M S
Project located at
Logan Ave N and
N 10th St
Renton
Duration of work:
approximately 2 Days
K P G
115’
Taper
S PA C I N G TA B L E
X 200’+/-
Hours of operation:
Night time work
60’
Shift
T-19L
S TREE T U S E P E R MI T #
TRAF F I C CO N T R O L
P L A N, #6
Manhole
R O2-05
NO T TO SCALE
W20-1
L E G E N D S
-----------------
Temporary
Traffic direction
Channelizing
Device
Advance Warning
Sign Location
Sequential
Arrow Board
Work Zone
BIKE
LANE
E N D S
W9 - 1B
W4 - 1B
BIKES
MERGE WITH
TRAFFIC
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
X X X
W20-1
ROAD
WORK
AHEAD
AT TA C H S I G N
S E Q U E N C E (A)
S I G N S E Q U E N C E A
T R A F F I C C ONT RO L S E RV I C E S
F E L IPE J. M A C I AS,T CS #008890
E X P I RAT I ON 04-30-2019
jack@trafficcontrolservices.net
OF F I CE # (425) 658.3656
N O VEM B E R 13, 2018
9. All pedestrian crossing will remain open.
ROA D
NARROWS
W5-1 ROAD
WORK
AHEAD
W20-1
W1-4L
Boeing Gate D-9Park
Ave N
Logan
A ve N
757th Ave
Project located at
Logan Ave N & Park Ave N
Renton
Duration of work:
approximately 5 Days
Hours of operation:
T B D, Construction work
Daytime and Weekends
Contact Person:
K P G Interdisciplinary Design
Michael Lapham
michael@kpg.com
D: 206.267.1065
C: 206.595.7875
K P G
C HANN ELI ZI NG DEVICE S S PAC IN G ( F EET )
M P H TA P E R TA N G E N T
20/30 20 40
S T R E E T U S E PERM IT #
T R A F FI C C ON T RO L
P L A N, #7
Manhole
RO2-O7
N OT TO S C A L E
1. Notify Transit for bus stop relocation and/or relevant
access impediments.
3.All signs, channelized devices and spacing shall
conform to the M U TC D.
General Notes:
2. Priority passage through work area for
emergency vehicles shall be provided at all times.
4. Channelization devices are 28” reflective cones.
(see table for spacing distances)
5. All spacing must accommodate at-grade
intersection and/or driveways.
6. Maintain 4’ minimum sidewalk widths.
7. Maintain 11’ vehicle travel lane widths.
Advance Warning
Sign Location
Work Zone
LE GEND S
-----------------
Temporary
Traffic direction
Channelizing
Device
ROAD
WORK
AHE AD
W20-1
T R A FF IC C O N T R OL S E RV I C E S
F EL IP E J. M A C IA S,T C S #008890
E X P I R ATI O N 04-30-2019
jack@trafficcontrolservices.net
O F F I C E # (425) 658.3656
N OVE M B E R 13, 2018