HomeMy WebLinkAboutMFP26000598.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP26000598
IVR Number: 26000598
Permit Information
Permit Name: JB0002383254
Address/Location:02/04/2026Application Date:5045700080Parcel Number: 271 ELMA PL NE
Permit Type:06/23/2026Issue Date:Franchise
Permit Work Class:06/23/2027Expiration Date:Major Utility
Job Number: JB0002383254Franchise Type:Cable
Description: UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436 PEDESTAL NEAR 271 ELMA PL NE, 266 ELMA CT
NE, 207 FIELD AVE NE, 5008 NE 2ND ST, 4923 NE 1ST CT, 154 HOQUIAM AVE NE, 166 HOQUIAM AVE NE, 5156 NE
1ST CT, 5011 SE 2ND ST, 258 GRAHAM AVE SE AND 4906 SE 2ND PL. ACCESS EXISTING COMCAST PEDESTAL
FOR MAINTENANCE NEAR 5213 NE 2ND PL AND 311 FIELD PL SE. ACCESS EXISTING COMCAST AERIAL SPLICE
CASE FOR MAINTENANCE NEAR 5415 NE 2ND ST, 160 JERICHO AVE NE AND 14241 SE 136TH ST. ACCESS
EXISTING COMCAST POWER SUPPLY FOR MAINTENANCE NEAR 165 ORCAS AVE NE AND 130 JERICHO AVE SE.
OVERLASH NEW 48CT FIBER CABLE ONTO EXISTING COMCAST STRAND FROM POLE NEAR 5318 NE 1ST ST TO
POLE NEAR 258 GRAHAM AVE SE. PLACE NEW COMCAST AERIAL SPLICE CASE NEAR 258 GRAHAM AVE SE.
UPGRADE EXISTING COMCAST VAULT TO NEW SPH2436 PEDESTAL NEAR 258 GRAHAM AVE SE. UPGRADE
EXISTING COMCAST PEDESTAL TO NEW TOWER PEDESTAL NEAR 332 GRAHAM AVE SE. ALL CONSTRUCTION
AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Leah Ihlenfeldt
Cablecom LLC
1316 Bonneville Avenue
Snohomish, WA 98290
B: (425) 691-9266ApplicantX
Cody Shackett
Comcast Cable Communications
Contact
Andrew Parker
comcast
410 Valley Ave NW
Puyallup, WA 98371
B: (253) 864-4249Contact
Joshua Ashley
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (503) 939-7931Contact
CABLECOM LLC 20021 120th Ave NE, #101
BOTHELL, WA 98011
B: (360) 668-1300Contractor
Business License Number: 52252Construction Contractor: CABLEL*971DP
Joshua Ashley
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (503) 939-7931Emergency
Contact
NAGPAL NEHA 271 ELMA PLACE NE
RENTON , WA 98059
Owner
Comcast - Billing 1701 John F Kennedy BLVD John F.
Kennedy Blvd
Philadelphia, PA 19103
B: (425) 918-1140Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton codes and ordinances. Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for
ANY work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
PUBLIC WORKS DEPARTMENT
Page 1 of 6 | Published: 3/12/2025
Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 3/12/2025
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL
WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK.
FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING
CITY HOLIDAYS.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic
Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be
conducted within the City's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
4. Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as
described in the guidelines. Additional review time may be needed.
By signing, I certify that the information on this application and within the submittal documents are accurate to the
best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip: ___________
Description of Work:
24 Hour Emergency
Contact Name & Phone:
Approval By: ______________________________________________ Date:____________________
PW/Transportation or CED/Development Engineering Division
Monday Friday 3:00pm8:00am
MFP26000598
Scott Warlick CED 6/23/2026
Page 2 of 6 | Published: 3/12/2025
This Page Intentionally Left Blank
Page 3 of 6 | Published: 3/12/2025
APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS:
GENERAL
• Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State
of Washington, including codes and regulations not described in this application.
• Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to Washington State Department of Transportation
(WSDOT) traffic control plans.
• Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) and/or without
notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs
or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable
State and City codes.
• Indemnify and hold harmless the City from any and all claims, actions, and judgments, including all costs of
defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved TCPs including claims arising from towing of private vehicles and the acts
of Applicant’s agents and employees.
• Applicant must comply with all conditions of the application.
• The City shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such
event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
• In the event any claim or suit is brought against City within the scope of this application, Applicant is
responsible to pay for legal counsel chosen by the City to defend against same.
• No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted
for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include
construction phasing and sequencing.
• Previously approved TCPs cannot be combined into a new TCP without review and approval by the City.
• Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with
the updated date and time and/or any changes to TCP.
• Applicant must have the approved TCP prior to commencing the work.
• Approved TCP must be at the work site during work hours.
• Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
• Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number
at a conspicuous place on the vehicle or equipment.
• At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP
and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing
vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection
equipment that meets current City’s standards at Applicant’s expense.
• When not in use, temporary traffic control devices shall be removed or covered immediately. It is the
Applicant’s responsible to cover any temporary traffic control devices when not applicable for the
construction activities. Similarly, when work is suspended for short periods of time, traffic control devices
that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove
and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City
is not responsible for any private property from City assets and identifying the property owner.
• Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours.
At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least
possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times,
unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary
Page 4 of 6 | Published: 3/12/2025
pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be
repaired at Applicant’s expense.
• Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all
kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a
work zone.
• Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street
Closure and Street Excavation for details. Applicant is responsible for coordinating with the property
owners and/or residents prior to commencement of the work.
• Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise
approved.
• Accessibility for emergency vehicles shall be maintained at all times.
PUBLIC OUTREACH
• Applicant must notify City Inspector (425-430-7203) at least twenty-four (24) hours before
commencing work.
• Applicant must notify Transportation Signal Maintenance (425-430-7423) at least twenty-four (24)
hours before commencing work, if work affects traffic signal operations, including vehicle detection.
• Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures
or lane closures.
• Applicant shall call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five (5) working days (excluding
weekends and holidays) prior to starting any work.
• Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140
or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit
operations or facilities. Notification information and guidelines can be found at:
https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts.
WORKING DAYS AND TIMES
• Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur
without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below
for details.
• Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal
within the traveled way.
• If the City determines the closure hours adversely affect traffic during the work, the City may require to
adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to
minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an
arterial street. (See WSDOT Functional Classification Map:
https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass)
• Applicant may request the City for consideration of extended or modified working hours. Such request
must be approved by the City before changing hours of work.
CLOSURES
• All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances).
More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street
closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of
the Renton Municipal Code (RMC).
• Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than
three (3) working days in advance of effective date and time, not including holidays, at location(s) as
identified in the TCP. Other methods of displaying the messages shall be approved by the City.
Page 5 of 6 | Published: 3/12/2025
• Road closure notice messages must include at least the following:
ROAD WILL BE CLOSED
MONTH/DAY – MONTH/DAY
_AM - _PM
• Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as
the impact of the closure to the public. Applicant shall submit detour plans for road closures to
accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road
closures shall require additional temporary traffic control including advance notification, approach and
detour signage.
• Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work
requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the
bags remain intact and shall replace damaged bags as needed or determined necessary by the City of
Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own
expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the
holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of
Renton Transportation Signal Maintenance (425-430-7423) prior to removal.
UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS
• Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require
Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated
by City Transportation for the impacts of traffic signal operations and safety.
• Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic
or pedestrian safety or travel.
• For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized
intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least
twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall
notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal
operations.
TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION
• Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for
each traffic signal controller to be programmed and tested by City Transportation staff before starting the
work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or
modification.
TEMPORARY NO-PARKING
• Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every
hundred (100) feet at least seventy-two (72) hours in advance of effective date and time.
• Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade
locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be
attached to each Temporary No Parking Sign on the project site.
• Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in
this TCP.
NIGHT WORK
• Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7-
8) for night work. Process may take up to twelve (12) weeks. More information can be found at
https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance.
• City may require night work for TCPs that have severe traffic impacts on arterial streets.
Page 6 of 6 | Published: 3/12/2025
• Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained
on an arterial street.
• Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will
functionally reduce an arterial or high-volume collector street to only one lane of traffic.
• The following configurations may require night work:
Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high
volume of left turns occur.
Work at traffic signals that requires shifting two directions of traffic into left turn pockets.
Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a
single approach to the intersection.
Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to
the intersection.
• If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to
confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential
alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the
TCP.
TRAFFIC CONTROL PLAN (TCP) FORMAT
• TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities
impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings,
taper tables and MUTCD illustrations, by themselves, are insufficient.
• Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility
relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable
sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on
the complexity of a project.
• TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase
when more than one TCP layout is submitted.
• TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which
consist of:
Map(s) showing the location of the project and work area.
All fonts shall be legible and a minimum 10-point font size.
All symbols of viewing or printing shall be clear and contrasting.
All streets shall be labeled, and layout must include a north arrow and scale.
Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc.
Show locations where the standard traffic control plans are applied.
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O
R
T
H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE,
OVERLASH, MAINTENANCE
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 108 JERICHO AVE NE,
RENTON.
DESCRIPTION: UPGRADE SPLICE CASE
AT PROPOSED LOCATION. OVERLASH
BETWEEN UTILITY POLES. ACCESS
AERIAL SPLICE CASE FOR MAINTENANCE.
181SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
R7-T39 NO PARK
UTILITY POLE
BUS STOP
SPLICE LOCATION
130 130 130 108
X*X*
ROAD
WORK
AHEAD
W20-1 W21-5
SHOULDER
WORK
X*
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
25
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
16'
2'
11'
11'
14'
10'
11'
JERICHO AVE NE
16'
11'
8'
11'
NE
1
S
T
S
T
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O
R
T
H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: OVERLASH
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 130 JERICHO AVE SE,
RENTON.
DESCRIPTION: OVERLASH BETWEEN
UTILITY POLES.
182SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
FLAGGING STATION
R7-T39 NO PARK
UTILITY POLE
BUS STOP
13611 14325
130
14325
X*
X*
X*
X*X*X*
X*X*X*
X*
X*
ROAD
WORK
AHEAD
W20-1 W20-7
BE
PREPARED
TO STOP
W3-4
ROAD
WORK
AHEAD
W20-1W20-7
BE
PREPARED
TO STOP
W3-4
ROAD
WORK
AHEAD
W20-1
W20-7
BE
PREPARED
TO STOP
W3-4
X*
X*
ROAD
WORK
AHEAD
W20-1
W20-7
BE
PREPARED
TO STOP
W3-4
W21-5 SHOULDER
WORK
16'
X*
11'
10'24'
3'
2'
11'
11'
2'
11'
11'
16'
24'
30'
SPEED
LIMIT
25
SE
2
N
D
P
L
JERICHO AVE SE
GR
A
V
E
L
FLAGGERS TO STOP ALL
TRAFFIC BEFORE RAISING
CABLE OVER ROAD
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
W21-5
SHOULDER
WORK
MFP26000598
5'
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK:
MAINTENANCE, OVERLASH,
SPLICE, UPGRADE.
183SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
FLAGGING STATION
R7-T39 NO PARK
UTILITY POLE
BUS STOP
SPLICE LOCATION
5012
51
1
0
5110
5151
13620
14
2
4
1
14325
130
13617
13611
X*
X*X*X*X*
X*
X*
X*
X*
X*
X*
X*
X*
X*
X*
X*
X*
ROAD
WORK
AHEAD
W20-1 W20-7
BE
PREPARED
TO STOP
W3-4
ROAD
WORK
AHEAD
W20-1W20-7
BE
PREPARED
TO STOP
W3-4
ROAD
WORK
AHEAD
W20-1
W20-7
BE
PREPARED
TO STOP
W3-4
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO STOP
W3-4
W21-5
SHOULDER
WORK
ROAD
WORK
AHEAD
W20-1
W20-7
BE
PREPARED
TO STOP
W3-4
W4-119L
X*X*X*
W20-7
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO STOP
W3-4
W20-7
33'24'
FLAGGERS TO STOP ALL
TRAFFIC BEFORE RAISING
CABLE OVER ROAD
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
8'
22'
HO
Q
U
I
A
M
A
V
E
N
E
SE 2ND PL
14
3
R
D
A
V
E
S
E
14
4
T
H
A
V
E
S
E
SPEED
LIMIT
25
8'
22'
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 14325 SE 136TH ST, RENTON.
DESCRIPTION: ACCESS POWER SUPPLY FOR
MAINTENANCE. OVERLASH BETWEEN
UTILITY POLES. ACCESS AERIAL SPLICE
CASE FOR MAINTENANCE. AERIAL SPLICE AT
PROPOSED LOCATION. UPGRADE VAULT AT
PROPOSED LOCATION.
GRAVEL8'5'
WORK AREA
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O
R
T
H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 332 GRAHAM AVE SE,
RENTON.
DESCRIPTION: UPGRADE PEDESTAL AT
PROPOSED LOCATION.
184SHEET NUMBER OF
5013
5027
332
257263269275303309315321
252266270278302308326332
5021
13'
13'
50'X*X*X*
50'50'
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
FLAGGING STATION
WORK AREA
X*
X
*
X*
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4W20-7
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7
26'
26'
SE
3
R
D
P
L
GRAHAM AVE SE
5'
5'
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
SPEED
LIMIT
25
SPOTTER TO ASSIST
VEHICLES LEAVING
DRIVEWAYS
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O
R
T
H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK:
MAINTENANCE
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 305 FIELD PL SE,
RENTON.
DESCRIPTION: ACCESS PEDESTAL FOR
MAINTENANCE.
185SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
FLAGGING STATION
WORK AREA
252
259265271277305311317323
258264270276304310316322
329
4913
5005
5007
253
50'X*X*X*50'
50'
X*
X*
X*
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4W20-7
SPEED
LIMIT
25
5'
5'
SPOTTER TO ASSIST
VEHICLES LEAVING
DRIVEWAYS
26'
26'
13'
13'
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
FIELD PL SE
SE
3
R
D
P
L
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 4906 SE 2ND PL, RENTON.
DESCRIPTION: UPGRADE PEDESTAL AT
PROPOSED LOCATION.
186SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
4900 4906 4916 4918
4924 4924 5000
253 252
X*X*
4910
ROAD
WORK
AHEAD
W20-1W4-119L
X*X*
ROAD
WORK
AHEAD
W20-1 ROAD
WORK
AHEAD
W20-1
5'
5'
8'
29'
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
SPEED
LIMIT25
33'33'SE 2ND PL
FI
E
L
D
P
L
S
E
GR
A
H
A
M
A
V
E
S
E
251
257
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK:
MAINTENANCE, UPGRADE
187SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
5012
104
101127
5027
5021
5'
5'
5'
5'
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
8'
28'
8'
24'
X*X*
X*X*
X*
ROAD
WORK
AHEAD
W20-1 W4-119L
ROAD
WORK
AHEAD
W20-1W4-119L
ROAD
WORK
AHEAD
W20-1
32'32'HOQUIAM AVE NE
SE
2
N
D
S
T
SPEED
LIMIT
25
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 101 HOQUIAM AVE NE
RENTON.
DESCRIPTION: ACCESS PEDESTAL FOR
MAINTENANCE. UPGRADE PEDESTAL AT
PROPOSED LOCATION.
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
188SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
FLAGGING STATION
WORK AREA
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 5011 SE 2ND ST, RENTON.
DESCRIPTION: UPGRADE PEDESTAL AT
PROPOSED LOCATION.
50'
X*
5005
5011 5017 5021 5027
5004
5010 5016
X*
X*
X*
X*
X*
X*
X*
X*
50'
50'
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4 W20-7
ROAD
WORK
AHEAD
W20-1
W20-7
ROAD
WORK
AHEAD
W20-1
W20-7
5'
5'
13'
13'
26'
26'SE 2ND ST
HO
Q
U
I
A
M
A
V
E
S
E
SPEED
LIMIT
25
SPOTTER TO ASSIST
VEHICLES LEAVING
DRIVEWAYS
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
BE
PREPARED
TO STOP
W3-4
BE
PREPARED
TO STOP
W3-4
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
189SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 5156 NE 1ST CT, RENTON.
DESCRIPTION: UPGRADE PEDESTAL AT
PROPOSED LOCATION.
5150 5156 5162
5214
126
120
516351575151
5'
5'
32'
32'
X
*
X*
ROAD
WORK
AHEAD
W20-1
W4-119L
8'
24'
NE 1ST CT
IL
W
A
C
O
P
L
N
E
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
SPEED
LIMIT
25
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 4923 NE 1ST CT, RENTON.
DESCRIPTION: UPGRADE PEDESTAL AT
PROPOSED LOCATION.
1810SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
5006
50004922
4916
4910
4904
4905
4911
4917
4923 5001
5007
5013
20'
5'
5'
GRAVEL10'
22'
X
35'
X
35'
ROAD
WORK
AHEAD
W20-1 W21-5
SHOULDER
WORK
NE 1ST CT
SPEED
LIMIT25
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
1811SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 154 HOQUIAM AVE NE,
RENTON.
DESCRIPTION: UPGRADE PEDESTALS AT
PROPOSED LOCATIONS.
115 125
108 114 120 154 160 166 172
175151
X*X*
X*
ROAD
WORK
AHEAD
W20-1 W4-119L
22'20'20'
5'
5'5'
5'
8'
24'
8'
24'
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
SPEED
LIMIT
25
32'32'HOQUIAM AVE NE
NE
1
S
T
C
T
ROAD
WORK
AHEAD
W20-1
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
1812SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
FLAGGING STATION
WORK AREA
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 5002 NE 2ND ST, RENTON.
DESCRIPTION: UPGRADE PEDESTAL AT
PROPOSED LOCATION.
50'X*
X*
X*
50'X*
50'
X*
X*
X*X*
X*
X*
X*X*
50155009
5002
172
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4W20-7
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4 W20-7
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7
5'
5'
14'
14'
28'
32'
SPEED
LIMIT
25
SPOTTER TO ASSIST
VEHICLES LEAVING
DRIVEWAYS
HO
Q
U
I
A
M
A
V
E
N
E
NE 2ND ST
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O
R
T
H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
1813SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 211 FIELD AVE NE,
RENTON.
DESCRIPTION: UPGRADE PEDESTAL AT
PROPOSED LOCATION.
5'
5'
202 208 210 216 228
231225211211207201
32'32'
8'
24'
FIELD AVE NE
X*X*
ROAD
WORK
AHEAD
W20-1W4-119L
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
SPEED
LIMIT25
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK: UPGRADE
1814SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 266 ELMA CT NE,
RENTON.
DESCRIPTION: UPGRADE PEDESTALS AT
PROPOSED LOCATIONS.
253
259
265
271
4800
4806
4803 4815
4812
4818
272
26
6
260
254
32'32'
5'
5'
5'
5'8'
24'
X*
X*
8'24'
ROAD
WORK
AHEAD
W20-1
W4-119L
EL
M
A
C
T
N
E
NE 3RD PL
EL
M
A
P
L
N
E
SPEED
LIMIT
25
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK:
MAINTENANCE
1815SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 5213 NE 2ND PL, RENTON.
DESCRIPTION: ACCESS EXISTING
COMCAST PEDESTAL FOR
MAINTENANCE.
5130 5136 5200 5206 5212 5218
522552195213520752015139
32'32'
19'18'
8'
24'
5'
5'
X*X*
ROAD
WORK
AHEAD
W20-1 W4-119L
NE 2ND PL
SPEED
LIMIT
25
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O
R
T
H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK:
MAINTENANCE
1816SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
R7-T39 NO PARK
UTILITY POLE
BUS STOP
SPLICE LOCATION
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 160 JERICHO AVE NE,
RENTON.
DESCRIPTION: ACCESS AERIAL SPLICE
CASE FOR MAINTENANCE.
148 148
153
160
165
200
X*X*
ROAD
WORK
AHEAD
W20-1 W21-5
SHOULDER
WORK
5226
SPEED
LIMIT25
8'
11'
11'11'
11'
3'
8'
5'
8'
11'
NE
2
N
D
S
T
JERICHO AVE NE
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N O R T H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK:
MAINTENANCE
1817SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
R7-T39 NO PARK
UTILITY POLE
SPLICE LOCATION
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 5415 NE 2ND ST, RENTON.
DESCRIPTION: ACCESS AERIAL SPLICE
CASE FOR MAINTENANCE.
200 5322 5328 5334 5340 5402
173541554091605403
27'30'
8'
22'
NE 2ND ST
X*X*
ROAD
WORK
AHEAD
W20-1 W4-119L
SPEED
LIMIT
25
MFP26000598
SPENCER KARINIEMI
TRAFFIC CONTROL SUPERVISOR
360-722-2852
NOTES:
1. ALL SIGNS ARE 36"-48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
RURAL ROADS & URBAN ARTERIALS
350'±
500'±
100'±
200'±
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO
FIT ROADWAY CONDITIONS
SIGN SPACING = X
35/40 MPH
45/55 MPH
25 MPH OR LESS
25/30 MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
50
MPH TAPER
40
30
20 40
60
80
TANGENT
150
25
105
115
125
3530
165
180
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
10
11
12
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
TRAFFIC CONTROL PLAN
N
O
R
T
H
25 30 35 40 45 50 55 60 65
645570495425360305250200155LENGTH (FEET)
SPEED (MPH)
LONGITUDINAL BUFFER SPACE = B
BUFFER DATA
20
115
TYPE OF TCP: WORK HOURS
PHASE OF WORK:
MAINTENANCE
1818SHEET NUMBER OF
LEGEND
TRAFFIC SAFETY DRUMS
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
R7-T39 NO PARK
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
KEVIN HARMON
CABLECOM
360.322.2805
KEVIN.HARMON@CABLECOMLLC.NET
JOB NUMBER: JB0002383254
JOB ADDRESS: 165 ORCAS AVE NE,
RENTON.
DESCRIPTION: ACCESS EXISTING
COMCAST POWER SUPPLY FOR
MAINTENANCE.
177171165
156
150
32'
32'
5'
5'
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
X*X*
ROAD
WORK
AHEAD
W20-1W4-119L
8'
24'
ORCAS AVE NE
SPEED
LIMIT
25
MFP26000598
ADDRESS: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NAME: JB0002383254 - PRINTS
DRAWING FILE LOCATION: Z:\SHARED\PROJECTS\CABLECOM\JB0002383254\JB0002383254_ROW\1 - CAD\PRINTS\JB0002383254_PRINTS.DWG
SITE LOCATION
SHEET INDEX
1 - COVER SHEET
2 - GENERAL NOTES
3 - LEGEND
4/21 - DESIGN VIEW 1/18
22/24 - TYPICALS 1/3
SCOPE OF WORK
UPGRADE EXISTING COMCAST PEDESTAL TO NEW
SPH2436 PEDESTAL NEAR 271 ELMA PL NE, 266
ELMA CT NE, 207 FIELD AVE NE, 5008 NE 2ND ST,
4923 NE 1ST CT, 154 HOQUIAM AVE NE, 166
HOQUIAM AVE NE, 5156 NE 1ST CT, 5011 SE 2ND ST,
258 GRAHAM AVE SE AND 4906 SE 2ND PL. ACCESS
EXISTING COMCAST PEDESTAL FOR MAINTENANCE
NEAR 5213 NE 2ND PL AND 311 FIELD PL SE.
ACCESS EXISTING COMCAST AERIAL SPLICE CASE
FOR MAINTENANCE NEAR 5415 NE 2ND ST, 160
JERICHO AVE NE AND 14241 SE 136TH ST. ACCESS
EXISTING COMCAST POWER SUPPLY FOR
MAINTENANCE NEAR 165 ORCAS AVE NE AND 130
JERICHO AVE SE. OVERLASH NEW 48CT FIBER
CABLE ONTO EXISTING COMCAST STRAND FROM
POLE NEAR 5318 NE 1ST ST TO POLE NEAR 258
GRAHAM AVE SE. PLACE NEW COMCAST AERIAL
SPLICE CASE NEAR 258 GRAHAM AVE SE. UPGRADE
EXISTING COMCAST VAULT TO NEW SPH2436
PEDESTAL NEAR 258 GRAHAM AVE SE. UPGRADE
EXISTING COMCAST PEDESTAL TO NEW TOWER
PEDESTAL NEAR 332 GRAHAM AVE SE.
ALL CONSTRUCTION AND RESTORATION TO MEET
OR EXCEED CITY OF RENTON STANDARDS.
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
241
SHEET NUMBER
OF
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R
VICINITY MAP
CONTACTS
N O R T H
KEVIN HARMON
CONSTRUCTION MANAGER
CABLECOM
KEVIN.HARMON@CABLECOMLLC.NET
360.322.2805
SPENCER KARINIEMI
GENERAL MANAGER
BOOKER ENGINEERING
SPENCER@BOOKERENG.COM
360.722.2852
SHEET 4
SHEET 5
SHEET 6 SHEET 7 SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
SHEET 15
SHEET 16
SHEET 17
SHEET 18
SHEET 19
SHEET 20
SHEET 21
MFP26000598
This permit is for Major construction work in the ROW and will be billed at an additional
$158/HR for inspections. After hours and weekend work will be billed at $175/HR
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
242
SHEET NUMBER
OF
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R
GENERAL NOTES
(1)All design and construction shall be in accordance with permit conditions, the King County Code (KCC),
Road Standards (KCRS), Washington State DOT (WSDOT) Standard Specifications and the conditions of
preliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer to
correct any error, omission, or variation from the above requirements found in these plans. All corrections
shall be at no additional cost or liability to King County.
(2)The design elements within these plans have been reviewed according to the King County Department of
Development and Environmental Services (DDES) Engineering Review checklist. Some elements may
have been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is not
allowed unless specifically approved by King County prior to construction.
(3)Approval of this road, grading, parking and drainage plan does not constitute an approval of any other
construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.)
(4)Before any construction or development activity, a preconstruction meeting must be held between the
DDES's Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative.
(5)A copy of these approved plans must be on the job site whenever construction is in progress.
(6)Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and
10 a.m. to 5 p.m. on Sunday, unless otherwise approved with a written decision by the Reviewing Agency.
(7)It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary before
initiating off-site work. Easements require review and approval prior to construction.
(8)Franchised utilities or other installations that are not shown on these approved plans shall not be
constructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted to
the DDES's Land Use Inspection Section three days prior to construction.
(9)Datum shall be KCAS unless otherwise approved by DDES.
(10)Dewatering system (underdrain) construction shall be within a right-of-way or appropriate drainage
easement, but not underneath the roadway section. All underdrain systems must be constructed in
accordance with WSDOT Standard Specifications.
(11)All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standardproctor.
(12)Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specifically
approved by DDES and noted on these approved plans. Any open cut shall be restored in accordance with
KCRS.
(13)The Contractor shall be responsible for providing adequate safeguards, safety devices, protective
equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to
protect property in connection with the performance of work covered by the contractor. Any work within the
traveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane of
traffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way is
not authorized until a traffic control plan is approved by King County.
MFP26000598
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
243
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
LEGEND
(XXX')
N O R T H
#F
#F
#F
X
X
MFP26000598
EL
M
A
P
L
N
E
NE 3RD PL
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
244
SHEET NUMBER
OF
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R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
N O R T H
PHOTO #1: FACING (NW) ON THE (NW) SIDE OF NE 3RD PL
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.1
A
1
A
PHOTO #2: FACING (E) ON THE (E) SIDE OF NE 3RD PL
1
1
A
A
1
2
MFP26000598
NE 2ND PL
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
245
SHEET NUMBER
OF
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R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
2 ACCESS EXISTING COMCAST PEDESTAL FOR
MAINTENANCE.
N O R T H
PHOTO #3: FACING (S) ON THE (S) SIDE OF NE 2ND PL
2
2
3
MFP26000598
FIELD AVE NE
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
246
SHEET NUMBER
OF
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Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O
R
T
H
PHOTO #4: FACING (NW) ON THE (W) SIDE OF FIELD AVE NE
4
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
1
A
1
A
MFP26000598
NE 2ND ST
HO
Q
U
I
A
M
A
V
E
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
247
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O R T H
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
PHOTO #5: FACING (N) ON THE (N) SIDE OF NE 2ND ST
1
A
A
1
5
MFP26000598
NE 2ND ST
14
4
T
H
A
V
E
S
E
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
248
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O R T H
3 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR
MAINTENANCE.
PHOTO #6: FACING (W) ON THE (S) SIDE OF NE 2ND ST
3 3
PHOTO #7: FACING (S) IN THE MIDDLE OF NE 2ND ST
6
7
3
3
MFP26000598
ORCAS AVE NE
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
249
SHEET NUMBER
OF
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Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N
O
R
T
H
4 ACCESS EXISTING COMCAST POWER SUPPLY FOR
MAINTENANCE.
4
PHOTO #8: FACING (W) ON THE (W) SIDE OF ORCAS AVE NE
8
4
MFP26000598
NE 1ST CT
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2410
SHEET NUMBER
OF
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R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O R T H
PHOTO #9: FACING (S) ON THE (S) SIDE OF NE 1ST CT
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
1
A
9
1
A
MFP26000598
HOQUIAM AVE
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2411
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O
R
T
H
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
PHOTO #10: FACING (E) ON THE (E) SIDE OF HOQUIAM AVE
1
A1
A
1
A
10
PHOTO #11: FACING (NE) ON THE (E) SIDE OF HOQUIAM AVE
A
1
11
MFP26000598
NE 1ST CT
HO
Q
U
I
A
M
P
L
N
E
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2412
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O R T H
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
1
A
PHOTO #12: FACING (N) ON THE (N) SIDE OF NE 1ST CT
1
A
12
MFP26000598
MP 5.39
SE 2ND ST
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2413
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O R T H
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
PHOTO #13: FACING (S) ON THE (S) SIDE OF SE 2ND ST
1A
A
1
13
MFP26000598
HOQUIAM AVE SE
SE
2
N
D
S
T
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2414
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O
R
T
H
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
PHOTO #14: FACING (W) ON THE (W) SIDE OF HOQUIAM AVE SE
2 ACCESS EXISTING COMCAST PEDESTAL FOR
MAINTENANCE.
1
A
2
PHOTO #15: FACING (E) ON THE (E) SIDE OF HOQUIAM AVE SE
14
1
A
15
2
MFP26000598
NE
1
S
T
S
T
144TH AVE SE
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2415
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O
R
T
H
5 UPGRADE EXISTING COMCAST AERIAL SPLICE CASE.
PHOTO #16: FACING (E) ON THE (E) SIDE OF JERICHO AVE SE
6 OVERLASH NEW 48CT FIBER CABLE ONTO EXISTING
COMCAST STRAND.
MA
T
C
H
T
O
S
H
E
E
T
16
56
666
168'116'118'40'
6
5
16
3 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR
MAINTENANCE.
3
PHOTO #17: FACING (E) ON THE (W) SIDE OF JERICHO AVE SE
3
6
6
17
MFP26000598
SE
1
3
6
T
H
S
T
144TH AVE SE
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2416
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O
R
T
H
6 OVERLASH NEW 48CT FIBER CABLE ONTO EXISTING
COMCAST STRAND.
150'247'
66
6
PHOTO #18: FACING (NE) ON THE (W) SIDE OF 144TH AVE SE
4 ACCESS EXISTING COMCAST POWER SUPPLY FOR
MAINTENANCE.
4
4
6
6
18
6
70
'
86
'
MA
T
C
H
T
O
S
H
E
E
T
15
MATCH TO SHEET 17
MFP26000598
SE 2ND PL
14
3
R
D
A
V
E
S
E
SE 136TH ST
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2417
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O R T H
6 OVERLASH NEW 48CT FIBER CABLE ONTO EXISTING
COMCAST STRAND.
MA
T
C
H
T
O
S
H
E
E
T
16
PHOTO #19: FACING (SE) IN THE MIDDLE OF SE 2ND PL
3 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR
MAINTENANCE.
50'132'315'
6619
3
MA
T
C
H
T
O
S
H
E
E
T
18
3
6
6
MFP26000598
SE 2ND PL
HO
Q
U
I
A
M
A
V
E
S
E
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2418
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O R T H
6 OVERLASH NEW 48CT FIBER CABLE ONTO EXISTING
COMCAST STRAND.
7 PLACE NEW COMCAST AERIAL SPLICE CASE.
45'
PHOTO #20: FACING (SE) ON THE (N) SIDE OF SE 2ND PL
MA
T
C
H
T
O
S
H
E
E
T
17
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
6
7
8
A
6
7
20
PHOTO #21: FACING (S) ON THE (S) SIDE OF SE 2ND PL
8 UPGRADE EXISTING COMCAST VAULT TO NEW SPH2436
PEDESTAL.
A
8
21
MFP26000598
SE 2ND PL
FI
E
L
D
P
L
S
E
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2419
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O R T H
1 UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
PHOTO #22: FACING (E) ON THE (N) SIDE OF SE 2ND PL
22
1 A
1
A
MFP26000598
FIELD PL SE
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2420
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O
R
T
H
PHOTO #23: FACING (W) ON THE (W) SIDE OF FIELD PL SE
23
2 ACCESS EXISTING COMCAST PEDESTAL FOR
MAINTENANCE.
2
2
MFP26000598
GRAHAM AVE SE
SE
3
R
D
P
L
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2421
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION.
CONSTRUCTION NOTES
N O
R
T
H
9 UPGRADE EXISTING COMCAST PEDESTAL TO NEW TOWER
PEDESTAL.
RESTORATION NOTES
A RESTORE SOFT SURFACE TO PRIOR CONDITIONS.
9
A
PHOTO #24: FACING (E) ON THE (E) SIDE OF GRAHAM AVE SE
24
9
A
MFP26000598
TYPICALS
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2422
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
MFP26000598
TYPICALS
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2423
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
MFP26000598
TYPICALS
AS-BUILT
REVISIONS
NO.DATEENGINEERDRAFTER
ORIGINAL
1
2
PROJECT LOCATION: 271 ELMA PL NE, RENTON, WA 98059
PROJECT NUMBER: JB0002383254
PERMIT NUMBER: ----
CABLECOM ENGINEER: KEVIN HARMON
CONFIDENTIAL/ PROPRIETARY
SDK QHS 01/29/26
------------
------------
THE ACTUAL LOCATION OF EXISTING CONDUIT AND
CABLES MAY VARY FROM THE LOCATION SHOWN.
BOOKER ENGINEERING DISCLAIMS ANY
RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY
FACILITIES SHOWN OR NOT SHOWN IN THESE
PRINTS. PERSONS WORKING IN THE AREA COVERED
BY THIS DRAWING MUST CONTACT THE STATEWIDE
CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE
LOCATION OF UNDERGROUND FACILITIES.------------
BOOKER ENGINEERING LLC
16778 146TH ST SE #190,
MONROE, WA 98272
360.722.2852
2424
SHEET NUMBER
OF
Know what's below.
Call before you dig.
R
MFP26000598
CableCom LLC
1429 Avenue D, #339
Snohomish, WA 98290
(5/21/26)
271 ELMA PL NE, RENTON, WA 98059
RE: Aerial Variance Request for (JB0002383254)
To whom it may concern:
CableCom LLC has been contracted to design and engineer this project on behalf of Comcast Cable
Communications Management. Comcast is applying for a variance request to upgrade its existing
facilities.
Comcast proposed to –UPGRADE EXISTING COMCAST PEDESTAL TO NEW SPH2436 PEDESTAL NEAR 271
ELMA PL NE, 266 ELMA CT NE, 207 FIELD AVE NE, 5008 NE 2ND ST, 4923 NE 1ST CT, 154 HOQUIAM AVE
NE, 166 HOQUIAM AVE NE, 5156 NE 1ST CT, 5011 SE 2ND ST, 258 GRAHAM AVE SE AND 4906 SE 2ND
PL. ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE NEAR 5213 NE 2ND PL AND 311 FIELD
PL SE. ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE NEAR 5415 NE 2ND ST, 160
JERICHO AVE NE AND 14241 SE 136TH ST. ACCESS EXISTING COMCAST POWER SUPPLY FOR
MAINTENANCE NEAR 165 ORCAS AVE NE AND 130 JERICHO AVE SE. OVERLASH NEW 48CT FIBER CABLE
ONTO EXISTING COMCAST STRAND FROM POLE NEAR 5318 NE 1ST ST TO POLE NEAR 258 GRAHAM
AVE SE. PLACE NEW COMCAST AERIAL SPLICE CASE NEAR 258 GRAHAM AVE SE. UPGRADE EXISTING
COMCAST VAULT TO NEW SPH2436 PEDESTAL NEAR 258 GRAHAM AVE SE. UPGRADE EXISTING
COMCAST PEDESTAL TO NEW TOWER PEDESTAL NEAR 332 GRAHAM AVE SE. ALL CONSTRUCTION AND
RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARD.
1 Installation of undergrounding facilities will increase the total cost of construction by roughly 7-10
times the amount of an aerial over-lash on the existing Comcast strand.
1.Risk of potential damage to underground facilities will be increased.
2.3 Over lash will not cause a substantial adverse impact on other persons or entities in the
immediate area. Over lashing the cable will be accomplished in a few days, and the residents
will not notice any impact. Comcast will clean up the over-lashed spans as necessary and
identify and remove any existing dead cables along this route.
3.The variance is necessary to prevent any undue hardship due to the increased construction
costs if forced to install the proposed extension underground.
4.The granting of the variance will not be materially detrimental to the public welfare. Comcast
does agree to participate in future underground improvements for its proportionate share of
the undergrounding costs, waiving the obligation into the future when all other utilities are
undergrounded to prevent an undue hardship against Comcast currently.
Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your
requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere
to all provisions and requirements set forth by the City of Renton to ensure the safe installation and
maintenance of the proposed facilities.
If you have any further questions regarding this project, please contact Jessamin Santos at (206) 401-
2188.
Thank you for your consideration in this matter.
Leah Ihlenfeldt
Permit Supervisor
CableCom LLC
(425) 691-9266
snohomish.permitting@cablecomllc.net
June 23, 2026
Leah Ihlenfeldt
CableCom LLC
19910 North Creek Pkwy, Suite 100
Bothell, WA 98011
Via Email: snohomish.permitting@cablecomllc.net
SUBJECT: Request for Undergrounding Exemption (JB#2383254, MFP26000598, 271 Elma Pl NE)
Dear Mrs. Ihlenfeldt:
The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC)
4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed
underground, pursuant to the standards of the section of RMC.
Comcast proposes to have Cablecom LLC overlash new fiber for a total of approximately 1537 lineal feet to existing
Puget Sound Energy (PSE) poles along 144th Ave SE, SE 2nd Pl, and SE 136th St within the City. See the enclosed Site
Plan showing the proposed overlashing limits.
ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants
Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and
across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the
franchise ordinance states that if all of the distribution lines all the wireline service providers, such as
telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator
(collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its
Cable System’s distribution cables underground within that area; provided that such underground locations are
actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the
Cable Systems’ signal quality.
The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to
the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for,
any existing obsolete cable will need to be removed; staff recommends these as conditions of approval.
Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows
new overhead facilities to be placed overhead provided there are other similar providers overhead as well.
Comcast is required to obtain all necessary private utility easements for work on private property.
DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C) as
requested by the applicant is approved with conditions subject to the conditions below as the request complies
with the Comcast Franchise Agreement.
Comcast Job JB#2383254
Page 2 of 2
June 22, 2026
Conditions of Approval:
1. Any existing height violations within the Project Reach must be resolved at the time of construction. New
aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”.
2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction
is taking place.
3. A traffic control plan must be separately submitted to the City, and no construction may take place until
the City has approved a traffic control plan.
4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the
future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are
undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the
Project Reach, in which case the Applicant shall participate in the joint use trench installation for the
purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that
will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or
approved otherwise by the City of Renton Community and Economic Development Administrator or
designee, from the first event triggering the requirement to underground the aerial lines.
This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the
date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk,
along with the required appeal fee, by 5:00 pm, July 7, 2026. Appeals must be submitted electronically to the City
Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal
fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted
electronically. The appeal submitted in person may be paid on the first floor in our Finance Department. Appeals
to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process
may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov.
Sincerely,
Justin Johnson, PE
Development Engineering Director
cc: Nathan Janders, Development Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Engineering Specialist III
Franchise Permits
Enclosures: Site Plan
Justin Johnson
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP26000598
Engineering
1 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
2 A traffic control plan must be separately submitted to the City, and no construction may take place until the City
has approved a traffic control plan.
3 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial
lines within the Project Reach must have a minimum vertical clearance of 15'-6".
4 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the
Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the
Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the
Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or
(3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial
lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and
Economic Development Administrator or designee, from the first event triggering the requirement to underground
the aerial lines.
Page 1 of 1
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP26000598
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES