HomeMy WebLinkAboutMFP25000231.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP25000231
IVR Number: 25000231
Permit Information
Permit Name: JB0002025720
Address/Location:01/15/2025Application Date:5561450010Parcel Number: 962 ANACORTES AVE NE
Permit Type:02/13/2025Issue Date:Franchise
Permit Work Class:02/13/2026Expiration Date:Major Utility
Job Number: JB0002025720Franchise Type:Cable
Description: Comcast UPGRADE (7) EXISTING PEDESTALS NEAR THE FOLLOWING LOCATIONS. 962 ANACORTES AVE NE,
4324 NE 9TH PL, 874 BREMERTON AVE NE, 803 DUVALL PL NE, 864 DUVALL PL NE, 919 FIELD AVE NE AND 823
FIELD AVE NE. 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: (360) 670-4291ApplicantX
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
NGO MINH DIEN+PHAN PHAN TU 962 ANACORTES AVE NE
RENTON , WA 98059
Owner
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 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
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 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
COMCAST
Josh Ashley
503-939-7931
WAConstruction_JointUse@comcast.com
Phone: 425‐386‐5535 CABLEL*971DP
Cablecom LLC - Leah Ihlenfeldt
52252
UPGRADE (7) EXISTING PEDESTALS NEAR THE FOLLOWING LOCATIONS. 962 ANACORTES AVE NE,
4324 NE 9TH PL, 874 BREMERTON AVE NE, 803 DUVALL PL NE, 864 DUVALL PL NE, 919 FIELD AVE NE AND 823 FIELD AVE NE. ALL CONSTRUCTION
AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS.
962 ANACORTES AVE NE, RENTON WA, 98059 COMCAST -JB0002025720
x
1/15/25
MFP25000231
Scott Warlick 2/13/2025
DEPARTMENT OF PUBLIC WORKS
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
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.
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. The following items are all required for submittal of the TCP Application:☐ Electronic Copy of the TCP Application☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
§ Include map(s) showing the location of the project and work area.
§ Be legible lettering and clear, contrasting, symbols of viewing or printing.
§ Must indicate street names, and north arrow and scale.
§ Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company: C ablecom LLC
Contact Name: L eah Ihlenfeldt Phone/Cell: _________________________
Business Address: 1 316 Bonneville Ave City/State: S nohomish, WA Zip: 9 8290
Description of Work:
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
425-386-5535
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
UPGRADE (7) EXISTING PEDESTALS NEAR THE FOLLOWING LOCATIONS. 962 ANACORTES AVE NE, 4324 NE 9TH PL, 874 BREMERTON AVE NE, 803 DUVALL PL NE, 864 DUVALL PL NE, 919 FIELD AVE NE AND 823 FIELD AVE NE. ALL CONSTRUCTION & RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS
JB0002025720
962 ANACORTES AVE NE, RENTON WA, 98059
Scott Warlick CED
Monday Friday 8:00am 3:00pm
2/13/2025
MFP25000231
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
· Must have approved Traffic Control Plan (TCP) prior to commencing the work.
· Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
· WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
· Comply with all traffic regulations of the City of Renton and the State of Washington.
· Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
· Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
· Contractor or entity must 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 business days (excluding weekends
and holidays) prior to starting any work.
· Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
· Any lane or street closures not in conformance with the approved traffic control plan 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 of Renton 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 traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
· The City of Renton 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 Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
· Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
· All permit conditions shall be met.
NOTES:
· Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
· Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
· Approved Temporary Traffic Control Plan must be at the work site during work hours.
· Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
· 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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
’s Signature
· In the case of Temporary No Parking Zones, all the following apply in addition to previous:
· Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
· Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
· The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
· Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant Date
Jessamin Santos
Applicant’s Name (Print)
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. 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 CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002025720JOB ADDRESS: 962 ANACORTES AVE NE,RENTON.DESCRIPTION: UPGRADE PEDESTAL TODOGHOUSE.71SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK5'5'43324340442039'8'31'NE 10TH STANACORTES AVE NE962958X*X*ROADWORKAHEADW20-1W4-119L4401X*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1SPEEDLIMIT25MFP25000231
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. 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 CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002025720JOB ADDRESS: 4324 NE 9TH PL, RENTON.DESCRIPTION: UPGRADE PEDESTAL TODOGHOUSE.72SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK5'5'NE 9TH PL43244330433643424325433143354341PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.SPEEDLIMIT25X*X*ROADWORKAHEADW20-1W4-119L32'8'24'MFP25000231
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. 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 CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002025720JOB ADDRESS: 868 BREMERTON AVE NE,RENTON.DESCRIPTION: UPGRADE PEDESTAL TODOGHOUSE.73SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK5'5'8'24'BREMERTON AVE NENE 9TH ST855861867873887886880874868856850826X*X*ROADWORKAHEADW20-1W4-119L862PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.SPEEDLIMIT2512'12'MFP25000231
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. 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 CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002025720JOB ADDRESS: 4707 NE 7TH PL, RENTON.DESCRIPTION: UPGRADE VAULT ATPROPOSED LOCATION.74SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEARROWBOARDWORK AREADUVALL AVE NENE 7TH PL
NE 8TH ST4704
5'5'6'ROADWORKAHEADW20-1RIGHTLANECLOSEDAHEADW20-5RW4-2RX*X*X*X*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1L225'SPEEDLIMIT35PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.4'11'11'11'10'5'5'10'11'11'MFP25000231
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. 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 CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002025720JOB ADDRESS: 864 DUVALL PL NE,RENTON.DESCRIPTION: UPGRADE PEDESTAL TODOGHOUSE.75SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK5'5'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.864X*ROADWORKAHEADW20-1X*X*ROADWORKAHEADW20-1W4-119LSPEEDLIMIT2534'NE 9TH STDUVALL PL NE
8'26'MFP25000231
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. 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 CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002025720JOB ADDRESS: 823 FIELD AVE NE,RENTON.DESCRIPTION: UPGRADE PEDESTAL TOA DOGHOUSE AT PROPOSED LOCATION.76SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKSPEEDLIMIT255'5'FIELD AVE NE42'8'34'813817823851863860854848X*X*ROADWORKAHEADW20-1W4-119LPEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.859MFP25000231
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. 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 CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLAN253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: UPGRADEHOURS OF TCP: 8AM-5PM24 HR CONTACT:ANTONIO BUTTELCABLECOM360.926.3494ANTONIO.BUTTEL@CABLECOMLLC.NETJOB NUMBER: JB0002025720JOB ADDRESS: 913 FIELD AVE NE,RENTON.DESCRIPTION: UPGRADE PEDESTAL TOA DOGHOUSE AT PROPOSED LOCATION.77SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKSPEEDLIMIT25N O R T H5'5'X*X*ROADWORKAHEADW20-1W4-119L8'26'FIELD AVE NE34'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.907913913919953959956950918950912906MFP25000231
ADDRESS: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NAME: JB0002025720 - PRINTSDRAWING FILE LOCATION: C:\ONEDRIVE\BOOKER ENGINEERING\PROJECTS - CABLECOM\JB0002025720\JB0002025720_ROW\1 - CAD\PRINTS\JB0002025720_PRINTS.DWGSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/10 - DESIGN VIEW 1/711 - TYPICALS12 - SITE PHOTOGRAPHSSCOPE OF WORKUPGRADE (7) EXISTING PEDESTALS NEAR THEFOLLOWING LOCATIONS. 962 ANACORTES AVE NE,4324 NE 9TH PL, 874 BREMERTON AVE NE, 803DUVALL PL NE, 864 DUVALL PL NE, 919 FIELD AVENE AND 823 FIELD AVE NE. ALL CONSTRUCTIONAND RESTORATION TO MEET OR EXCEED CITY OFRENTON STANDARDS.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852121SHEET NUMBEROFKnow what's below.Call before you dig.RVICINITY MAPCONTACTSN O R T HSHEET 4SHEET 5S
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SHEET 8SHEET 9SHEET 10 KEVIN HARMONCONSTRUCTION MANAGERCABLECOMKEVIN.HARMON@CABLECOMLLC.NET360.322.2805SPENCER KARINIEMIGENERAL MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852MFP25000231Some of this work appears to be on privateproperty and will require additionalapproval from the property owner.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-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852122SHEET NUMBEROFKnow what's below.Call before you dig.RGENERAL NOTESGENERAL NOTES: The locations of utilities shown on these drawing are only approximate. BOOKER ENGINEERING LLC hereby disclaims any responsibility to third parties for theaccuracy of this information. Persons working in the area covered by this drawing must contact the statewide Call-Before-You-Dig System to ascertain the location of underground utilitiesprior to performing any excavation.1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS ANDSPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OREASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BYDESIGNEE OF PROJECT SPONSOR/OWNER.2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUESTEXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTIONPOINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THERENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IFREQUIRED.4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS ORADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUMDISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, ANDONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFICCONTROL, AND SECURITY.7. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIESWHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASINGPLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTORSHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION APRECONSTRUCTION CONFERENCE SHALL BE HELD WITH THE CITY OF RENTON.10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWNON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRTTRACKED FROM THE SITE.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE ANDAVAILABLE TO THE RENTON INSPECTOR AT ALL TIMES.13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FORCLARIFICATION AND NOTE ON THE RECORD DRAWINGS.14. ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY.ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARDSURFACE OR LANDSCAPING.15. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS ANDSPECIFICATIONS.16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT,CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF RENTON.MFP25000231
AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852123SHEET NUMBEROFKnow what's below.Call before you dig.RLEGEND(XXX')N O R T H#F#F#FXXMFP25000231
NE 10TH STANACORTES AVE NE4340 NE 10TH STPARCEL# 34504004201008 ANACORTES AVE NEPARCEL# 34504001604420 NE 10TH STPARCEL# 1023059155962 ANACORTES AVE NEPARCEL# 5561450010966 BREMERTON CT NEPARCEL# 10230592994401 NE 10TH STPARCEL# 1023059110950 BREMERTON CT NE
PARCEL# 1023059302
958 BREMERTON CT NE
PARCEL# 1023059228AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852124SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #12 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTES1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.RESTORATION NOTESARESTORE SOFT SURFACE TO PRIOR CONDITIONS.N O R T H1A1MFP25000231
NE 9TH PL4325 NE 9TH PLPARCEL# 55614501204331 NE 9TH PLPARCEL# 55614501104335 NE 9TH PLPARCEL# 55614501004341 NE 9TH PLPARCEL# 55614500904324 NE 9TH PLPARCEL# 55614502004330 NE 9TH PLPARCEL# 55614502104336 NE 9TH PLPARCEL# 55614502204342 NE 9TH PLPARCEL# 5561450230AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852125SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #12 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESN O R T H1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.1ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.A2MFP25000231
BREMERTON AVE NE862 BREMERTON AVE NEPARCEL# 9510940070868 BREMERTON AVE NEPARCEL# 9510940080874 BREMERTON AVE NEPARCEL# 9510940090880 BREMERTON AVE NEPARCEL# 9510940100886 BREMERTON AVE NEPARCEL# 9510940110873 BREMERTON AVE NEPARCEL# 9510940150867 BREMERTON AVE NEPARCEL# 9510940140AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852126SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #12 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESN O R T H1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.1ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.A3MFP25000231
DUVALL AVE NENE 8TH STPARCEL# 6403510580800 CHELAN PL NEPARCEL# 2385200010806 CHELAN PL NEPARCEL# 2385200020PARCEL# 10230595134704 NE 7TH PLPARCEL# 6649500130803 DUVALL PL NEPARCEL# 1437650120PARCEL# 1437650270AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852127SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #12 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESN O R T H1ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.A1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.4MFP25000231
NE 9TH STDUVALL PL NE861 DUVALL PL NEPARCEL# 1437650250864 DUVALL PL NEPARCEL# 1437650060PARCEL# 1437650230AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852128SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #12 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESN O R T H1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.1ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.A5MFP25000231
FIELD AVE NE912 FIELD AVE NEPARCEL# 4279200020918 FIELD AVE NEPARCEL# 4279200010950 FIELD AVE NEPARCEL# 1023059413919 FIELD AVE NEPARCEL# 1437650190913 FIELD AVE NEPARCEL# 1437650180907 FIELD AVE NEPARCEL# 1437650170953 FIELD AVE NE
PARCEL# 1437650200AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852129SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #12 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESN O R T H1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.1ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.A6MFP25000231
FIELD AVE NE816 FIELD AVE NEPARCEL# 1023059253848 FIELD AVE NEPARCEL# 4279200120854 FIELD AVE NEPARCEL# 4279200110823 FIELD AVE NEPARCEL# 1437650020851 FIELD AVE NEPARCEL# 1437650030817 FIELD AVE NEPARCEL# 1437650010AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521210SHEET NUMBEROFKnow what's below.Call before you dig.R#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #12 FOR SITE PHOTOGRAPHS.CONSTRUCTION NOTESRESTORATION NOTESN O R T H1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.1ARESTORE SOFT SURFACE TO PRIOR CONDITIONS.A7MFP25000231
TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521211SHEET NUMBEROFKnow what's below.Call before you dig.RMFP25000231
AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521212SHEET NUMBEROFKnow what's below.Call before you dig.RSITE PHOTOGRAPHSPHOTO #1: FACING (S) ON THE (W) SIDE OF NE 10TH STPHOTO #2: FACING (N) ON THE (N) SIDE OF NE 9TH PLPHOTO #4: FACING (E) ON THE (E) SIDE OF DUVALL AVE NEPHOTO #3: FACING (S) ON THE (S) SIDE OF BREMERTON AVE NECONSTRUCTION NOTES1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.1111MFP25000231
AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 962 ANACORTES AVE NE, RENTON WA, 98059PROJECT NUMBER: JB0002025720PERMIT NUMBER: ----CABLECOM ENGINEER: KEVIN HARMONCONFIDENTIAL/ PROPRIETARYSDKJPS12/13/24------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521213SHEET NUMBEROFKnow what's below.Call before you dig.RSITE PHOTOGRAPHSPHOTO #5: FACING (E) ON THE (E) SIDE OF DUVALL PLACE NORTHEASTPHOTO #6: FACING (N) ON THE (W) SIDE OF FIELD AVE NEPHOTO #7: FACING (W) ON THE (W) SIDE OF FIELDED AVE NECONSTRUCTION NOTES1UPGRADE EXISTING PEDESTAL TO SPH2436 AT PROPOSEDLOCATION.111MFP25000231