HomeMy WebLinkAboutMFP24003838.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24003838
IVR Number: 24003838
Permit Information
Permit Name: Comcast Cable Franchise Permit
Address/Location:07/26/2024Application Date:3223059135Parcel Number: 18429 108TH AVE SE
Permit Type:08/22/2024Issue Date:Franchise
Permit Work Class:08/22/2025Expiration Date:Minor Utility
Job Number: JB0001498318Franchise Type:Cable
Description: JB0001498318 Comcast purposes to replace equipment at 10 aerial locations; replace equipment at 1 UG location
Contacts
Name Address PhoneTypeBilling
Ashley Kiehn 4610 Tacoma Avenue
Sumner, WA 98390
ApplicantX
Jacob Neu
ADP-Resources, LLC
163 SW Academy St.
Dallas, OR 97338
Applicant
Prime Electric Inc 3460 161ST Ave SE
Bellevue, WA 98008
B: (425) 747-5200Applicant
Christie Walker
Prince Telecom
13701 24th St E Building G, Building
G
Sumner, WA 98390
B: (253) 294-6548Applicant
Leah Ihlenfeldt
Cablecom LLC
1316 Bonneville Avenue
Snohomish, WA 98290
B: (360) 670-4291Applicant
Michele Moore
Prince Telecom LLC
13701 24th St E, 24th St E
Sumner, WA 98390
H: (206) 388-4316Applicant
Danielle Hughes
Prince Telecom LLC
13701 24th St E Bldg G
Sumner, WA 98390
Applicant
Joshua Day
CCI SYSTEMS
105 Kent St
Iron Mountain, MI 49801
Applicant
April Theoudele
CHC Consulting
903 Calle Amanecer Ste 310
San Clemente, CA 92673
Applicant
Andrew Parker
comcast
410 Valley Ave NW
Puyallup, WA 98371
B: (253) 864-4249Contact
Permitting Department
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
B: (253)
922-2787x286
Contact
Joshua Ashley
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (503) 939-7931Contact
Tom Donnelly
Comcast Business Communications
1701 Jfk Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
Joshua Ashley
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (503) 939-7931Emergency
Contact
CHAN SEA MAIN+YILIN 18429 108TH AVE S
RENTON , WA 98055
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
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 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
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.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 3/18/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 3/18/2021
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:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
(253) 364-9363
4610 Tacoma Ave Sumner, WA 98390
9:00am 3:30pm09.16.2024 10.16.2024
JB0001498318 OSP DE KV15D
18429 108th Ave SE
Mastec North America
Gayle Berner
Comcast replace equipment at 10 aerial location; Replace equipment at 1 UG location.
MFP24003838
Monday Friday 9:00am 3:00pm
Scott Warlick CED 8/22/2024
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 3/18/2021
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.
•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.
•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.
•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.
•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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 3/18/2021
•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’s Signature Date
Applicant’s Name (Print)
08.15.2024
Gayle Berner
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1860310808REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 8401Know what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.N 40XXX25X40X 25XMFP24003838
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10733REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 8402Know what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.N 40XXX25X40XMFP24003838
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POLESREMOVE TERMINATOR AND SPLICE CABLE108TH AVE SESE 188TH ST188191882218814Know what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 8404WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NSPOTTER40XX40XXMFP24003838
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SWSWSWSWPOLE108TH AVE SESE 190TH ST (PRIVATE DR)EOPEOPEOPEOPEOPEOPSE 190TH PL(PRIVATE DR)190031900218865108TH AVE SEKnow what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 8405WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.N40XXX40XMFP24003838
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POLE102ND AVE SE102ND AVE SE102ND AVE SESE 190TH STSE 190TH ST1005619010190141005524'Know what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 8406WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NX25XXNOPARKINGFROMTOTOW-AWAY AREA RCW 46 55 113NOPARKINGFROMTOTOW-A
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POLESE 192ND STS 55TH ST99TH PL S192111921019219192181920375022'Know what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 8408WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.N X25XXX25XX25X
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EOPR/WR/WR/WPOLEPOLESE 192ND STS 55TH STS 55TH ST99TH PL S192111921019203750Know what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 8409WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NX25XX25X2
5XMFP24003838
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WW R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WEOPEOPEOPEOPEOPEOPEOPEOPEOPFOCFOCFOC FOCFOCFOCFOCFOC FOC FOCFOCSWSWSWPOLESWSWSW102ND AVE SE102ND AVE SE10159192181921419214101ST PL SE (PRIVATE RD)SE 192ND PLPRIVATE RD12'Know what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 84010WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.N X25XXFLAGGERX25XXX25XXMFP24003838
R/W R/W
WR/WR/WR/WR/WR/WR/WR/WR/W R/W
W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WFOCEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFOC FOC
FOCFOCFOCFOCFLFLFLEOPSW SW
SWSWSWSWSWFOC FOCSWSWSWSW SWSWPOLESE 192ND ST104TH PL SESE 192ND ST1042010421Know what'sRWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SERENTON, WA 98055, USAJB0001498318REVISIONSDATE DESCRIPTION INITIALCOMCASTSHEET OFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024REVISIONSDATE DESCRIPTION INITIAL11ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS 55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS 45/55 MPH500 ±500 ±500 ±500 ±RURAL ROADS & URBANARTERIAL35/40 MPH350 ±350 ±350 ±N/ARURAL ROADS, RESIDENTIAL &BUSINESS DISTRICTS25/30 MPH200 ± (2)200 ± (2)200 ± (2)N/AURBAN STREETS25 MPH ORLESS100 ± (2)100 ± (2)100 ± (2)N/A(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.LONGITUDINAL BUFFER SPACE =LBSSPEED (MPH)20 25 30 35 4045505560 65 70DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730TAPER LENGTH IN FEET=L (FEET)LANEWIDTH(FEET)POSTED SPEED LIMIT (MPH)25 30 35 40 45 50 55 60 65 7010 105 150 205 270 450 500 550 - - -11 115 160 225 295 495 550 605 660 - -12125 180 245 320 540 600 660 720 780 84011WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATIONKEEPRIGHTTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,LEGIBILITY DISTANCE, NUMBER OF ELEMENTS ANDOTHER SPECIFICATIONS SHOWN.2. LENGTH OF ARROW EQUALS 48", WIDTH OFARROWHEAD EQUALS 24".3. TYPE A, B AND C ARROW BOARDS SHALL HAVESOLID RECTANGULAR APPEARANCES. A TYPE DARROW BOARD SHALL CONFORM TO THE SHAPE OFTHE ARROW.4. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES5. SIDEWALK ARE EITHER OPEN OR NOT OPEN. ASIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOTBE MAINTAINED MEASURED FROM PROPERTY LINE,OR 5.5' IF CREATED FROM FACE OF CURB.(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)AND WILL BE MONITORED BY A SPOTTER TOENSURE FLOW AND SAFETY DURING WORK UNLESSOTHERWISE NOTED. A SPOTTER SHALL NOT DIRECTTRAFFIC.6. NO EXCEPTION TAKEN- CONTRACTOR ISRESPONSIBLE FOR ADA COMPLIANCE.7. ALL CONTROL SET-UP, SIGN SPACING ANDPROCEDURES. WILL CONFORM TO SPECIFICATIONSSTATED IN THE FEDERAL MANUAL ON UNIFORMEDTRAFFIC CONTROL DEVICES (M.U.T.C.D).8. CITIES AND VARIOUS MUNICIPALITIES MAY HAVEALSO ADOPTED SPECIALIZED GUIDELINES FORTRAFFIC CONTROL WITHIN THEIR JURISDICTION. ITIS THE RESPONSIBILITY OF THE ON-SITE TRAFFICCONTROL PERSONAL TO SEE IF AND ANY SPECIALCONDITIONS EXIST.9. FLAGGERS SHALL BE USED IN ACCORDANCE WITHWAC 468-95-302.10. IF ONLY ONE LANE IS OPEN IN A DIRECTION,THATLANE SHALL BE A MINIMUM OF 11' WIDE, UNLESSSPOTTER/FLAGGERS ARE USED, IN WHICH CASETHE LANE CAN BE A MINIMUM OF 10'.11. ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,EMPLOYEES AND CHILDREN. WHILE PASSENGERLOADING/UNLOADING, STOPPED OR SLOWING:CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,AND/OR PEDESTRIANS, DEPART COMMENCE WORK.NXXX25XXX25XXX25MFP24003838
EQUIPMENT REPLACEMENT AT AERIAL AND UG LOCATIONSCOMCASTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)18429 108TH AVE SE, RENTON, WA 98055, USAJB0001498318MFP24003838
RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024VICINITY MAPCONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5-13SITE-PLAN14TYPICAL DETAILS14N/AN/ADESCRIPTION OF WORKTOTALREPLACE EQUIPMENT AT AERIAL LOCATION10REPLACE EQUIPMENT AT UG LOCATION1TOTAL:11VICINITY
MAP2PERMITTINGASHLEY KIEHN4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 999-2271EMAIL: ASKIEHN@SEFNCO.COMCOMCASTSEFNCO OPE18429 108TH AVE SE,RENTON, WA 98055BEGIN10421 SE 192ND ST,RENTON, WA 98055ENDS2S1S3S4S5S6JOSHUA ASHLEY11308 SW 68TH PKWYTIGARD, OR, 97223PHONE: (503) 939-7931EMAIL: JOSHUA_ASHLEY@COMCAST.COMSTACY PENNEWELL4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 457-0628EMAIL: SPENNEWELL@SEFNCO.COMS7S8S9MFP24003838
RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414N/AN/AGENERAL
NOTES3 THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMS ANYRESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREACOVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THELOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION.1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEEDSITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTIONREGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARDSHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BYTHE LOCAL JURISDICTION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BEPROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS 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 48HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THECONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTIONPOINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESEPLANS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLEAGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIORTO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLICIMPROVEMENTS IF REQUIRED.4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITYCOMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURINGCONSTRUCTION, 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 PARTIESAFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.5.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THEAPPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSIONAGREEMENTS 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, TRAFFIC CONTROL, AND SECURITY.7.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HISSUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOTIDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEERIMMEDIATELY.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 LOCAL JURISDICTION, THE CONTRACTORSHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL.PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALLBE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAIDPLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCALJURISDICTION.10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THECOMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BEPROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE ANDCLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORDDRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALLTIMES.13.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONALINFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.14.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OFCONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED INGOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITHHARD SURFACE OR LANDSCAPING.15.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTIONENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.16.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNINGOF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATEDEQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION.17.CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING.RENTON1.ALL METHODS AND MATERIALS SPECIFICATION SHALL MEET ALL CITY OF RENTON STANDARDS.2.ALL RENTON STANDARD DETAIL DRAWINGS CAN BE FOUND AT THE FOLLOWING WEBSITE:https://edocs.rentonwa.gov/Documents/Browse.aspx?startid=13637033.ALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL -SECTION F 110.0-110.2.4.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL- SECTION F 102.0.5.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTONSTANDARD DETAIL - SECTION F 103.0.6.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION PATH. ALLINSTALLATIONS MUST COMPLY WITH MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.MFP24003838
RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414N/AN/ALEGEND
4LEGENDTELECOMMUNICATIONSANITARY SEWERGAS LINEWATERSTORM DRAINRECYCLED WATERPOWERPARCEL LINERIGHT OF WAYDITCH LINECENTER LINEEDGE OF PAVEMENTFACE OF CURBPROPERTY LINELIP OF GUTTERGUARDRAILSDSDWWSSSSGGTTLIPD/LEOPFOCRWRWBUILDING OUTLINEPFLFOG LINESIDEWALKSWSWTRENCHDIRECT BOREPROPOSED AERIAL STRAND PROOF/PULLPROPOSED OVERLASHMINOR ARTERIALCOLLECTOR ARTERIALINTERSTATE FREEWAYACCESS STREETPRINCIPAL ARTERIALBUILDINGR/WWARNING SIGN PLACEMENT (W/ PART #)TRAFFIC BARRELHYDRO-VAC TRENCHKEEPRIGHTREGULATORY SIGN (W/ PART #)LIMITSPEEDR2-125SPEED LIMIT CALLOUTSIGN PLACEMENT / DIRECTIONTRAFFIC CONEFLAGGER STATIONFLAGGER STATIONPATROL CARPOLICEOFFICERUNIFORMED POLICE OFFICERWORK VEHICLEFENCESTREET LIGHT HANDHOLETELECOM MANHOLETELECOM HANDHOLETELECOM CABINETTRAFFIC SIGNAL MANHOLETRAFFIC CABINETTRAFFIC SIGNAL PEDESTALSTREET LIGHT POLETRAFFIC SIGNAL HANDHOLECATV MANHOLECATV HANDHOLECATV PEDESTALTRAFFIC SIGNAL POLESTORM MANHOLEWATER VALVEWATER METERTELECOM PEDESTALSTORM INLETSTORM DRAIN UNKNOWN D?SISEWER VALVESSEWER VAULT SSSEWER UNKNOWN S?STORM DRAIN VAULT SDSEWER CLEANOUTSEWER MANHOLESCSEWER CATCH BASIN SSSTORM ACCESS POINTBASE LAYERSEXISTING UTILITIESROAD HATCH CLASSIFICATIONROW WORK LINETYPECOMCAST UNDERGROUND SYMBOLSEXISTING UTILITY SYMBOLSTRAFFIC CONTROL SYMBOLSSTORM CATCH BASIN SDTRAFFIC SIGNAL VAULTGAS METERTEST VALVEPEDESTAL UNK UTILITYFIRE HYDRANTGAS VALVEGAS TEST POINTGAS MANHOLEWATER PUMPGGGWATER AIR CONTROL VALVEWATER WELLWATER SAMPLING STATIONPOWER HANDHOLEPOWER MANHOLEPOWER CABINETPOWER VAULTPOWER PEDESTALPPOWER UNKNOWN PPPPPP?SIGN POSTCULVERTTRANSIT STOPBUSSTOPDRIVEWAY (FOC OR EOP)SDSSANCHORSIDEWALK ANCHOR & GUY(P) FIBER & COUNTF48(P) .625 COAX(P) .875 COAXCOMCAST AERIAL SYMBOLSPROPOSEDEXISTINGWRECKOUTPOLE W/O RISERRISERARMVERTICAL GROUNDSLACK SPANOVERHEAD GUYTANGENT ATTACHMENTDEAD-ENDDOUBLE DEAD-END(E) FIBER & COUNTF48(E) .625 COAX(E) .875 COAXSLSLTSTSTSTSCCCTTTTTSTS?PUMPFWELLTREE TRIMLIGHT/MEDIUM/HEAVYLMH//WRECKOUTVAULTSPLICE CASEMANHOLEPEDESTALPAMINIBRIDGERTTTAATAPAMPLIFER POTHOLEBORE PIT / EXCAVATIONMMMPROPOSEDEXISTINGWRECKOUTNODEABCDSTORAGE LOOPX'X'LIT INTERSECTIONFASFLASHING ARROWSEQUENTIAL ARROWSEQUENTIAL CHEVRONFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTIONORFLASHING DIAMOND CAUTIONARROWBOARD PLACEMENT (SEE BELOW)CHANNELIZING DEVICES / MIN DIMENSIONSNOTE(S):1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITYDISTANCE, NUMBER OF ELEMENTS AND OTHERSPECIFICATIONS SHOWN.2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEADEQUALS 24".3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLIDRECTANGULAR APPEARANCES. A TYPE D ARROW BOARDSHALL CONFORM TO THE SHAPE OF THE ARROW.ARROWBOARD TYPE MIN LEGIBILITYDISTANCEMIN SIZE MINIMUM# OFELEMENTSABCD48"×24"60"×30"96"×48"NONE12 MILE1 MILE34 MILE12 MILE121315125FT MIN4FT MIN8-12"45°TYPE 3 BARRICADE3FT MIN45°2FT MIN8-12"TYPE 1 BARRICADE3FT MIN8-12"2FT MIN45°TYPE 2 BARRICADE3-4"6"2"4"28'-36" MAXSPEED < 45MPHNIGHT AND/OR FREEWAYMORE THAN 36"4-6" TYPCONECONESPEED ≥ 45MPHDIRECTION INDICATOR BARRICADE12"8"36" MIN 24" MIN45°UNLIT INTERSECTIONDBTRENCHAVAC-TSPOTTER STATIONALL TRAFFIC CONTROL DEVICES / ANNOTATIONS PER MUTCDAMPLIFIER PICTURETAP PICTUREEquipmentMFP24003838
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WFOCFOCFOCFOCFOCEOPEOPEOPEOPFO
C
FOC FOC FOC
POLE
SWSWSWSWSWSWSWSWSWSWSWSWSW SWSWSWSWSWSWSW
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W
SW SW SW SW SWSWSWSWSWSWSWSWSWSWEOPEOPEOPFOC
FOCFOCR/W R/W R/W
R/W
FOCFOCFOCSWSWSWFOCFOCFOC108TH AVE SE
108TH AVE SE SE 186TH STSE 186TH ST109TH AVE SE 184291860310808RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 1
5N1SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATION1MFP24003838
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
FOC FOC FOC
FOC FOCFOCFOCSWSWSWSW
SW SW SW SW
FOCFOCF
O
C
R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W R/W
SW SW SW SW SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWPOLEMPA
108TH AVE SE
108TH AVE SE SE 187TH PLSE 187TH PL(PRIVATE RD)107TH AVE SE
107321073318701187001062810622RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 2
6NREPLACE EQUIPMENT AT UGLOCATION12SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATION12MFP24003838
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WFOC FOC
FOCFOCFOC FOC FOCFOCFOCFOCFOCEOPR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
FOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWPOLE
SREMOVE TERMINATOR AND SPLICE CABLE108TH AVE SE
108TH AVE SE SE 188TH ST188191882218814RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 3
7N11SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONMFP24003838
R/WR/WR/WR/WFOC FOC FOC FOC
FOC FOC FOC
FOC FOC FOC
R/W R/W R/W R/W R/W R/W R/W R/W R/W
SWSWSWSWSWSWSW SW SW SW SW
FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCR/W R/W R/W R/W R/W SWSWSWSWSWSWSW SW SW SW
POLEM
108TH AVE SE
108TH AVE SE
SE 190TH ST (PRIVATE DR)190031900218865RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 4
8N11SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONMFP24003838
R/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W
EOPEOPEOPEOPEOPFOCFOCFOCFOCFOCFOCFOCFOCEOPEOPSWSWSWSWSWSWSWSWSWSWPOLE102ND AVE SE
102ND AVE SE 102ND AVE SESE 190TH STSE 190TH ST10056190101901410055RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 5
9N11SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONMFP24003838
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WEOPEOPEOPEOPEOP
EOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFL FLFL
FLFLEOPFOC FOCFOCEOPEOPFOCFOCFOC FOC SWSWFOCFOCFOCFOCEOP R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPOLEAS 55TH STS 55TH STS 55TH ST98TH AVE S (PRIVATE RD)97TH AVE S
19203502498RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 6
10N11SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONMFP24003838
R/WR/WR/WR/WR/W
R/WR/WR/WR/WR/WR/W R/W R/W R/WR/W
R/WR/W
EOP EOP EOPEOP
EOPEO
P
FL FL FLFLFLFL FLFL
FL
FLFLFL
FL
FLFL FL FL FLFLFLFLFL
FL
FL
FLFL
FL
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EOPEOPEOP EOPEOPR/WR/W R/W
P
O
L
E
POLEM
SE 19
2
N
D
S
TS 55TH STS 55TH ST
99TH PL
S 1921119210192191921819203RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 7
11N11SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATION1MFP24003838
R/W R/W R/W R/W R/W
R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFOC FOCFOCFOCFOCFOC FOCFOCFOC
FOCFOC
FOC FOC
SW SWPOLEASWSWSWSWSE 192ND PL102ND AVE SE
102ND AVE SE10159
192181921419214101ST PL SE (PRIVATE RD)SE 192ND PLPRIVATE RDRDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 8
12N11SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONMFP24003838
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WFOCEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFOCFOCFO
CFOCFOCFOCFLFLFLFL EOPSWSWSWSWSWSWSW
FOCFOCFOCSWSWSWSWSWSWAPOLESE 192ND ST104TH PL SESE 192ND ST1042010421RDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/202414SITE PLAN - 9
13N11SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONMFP24003838
14REVISIONSDATEDESCRIPTIONINITIALRDIGALERTWAKVD05600 1x2 - WAKVD05500 2x4 (KV15D 3x3)
18429 108TH AVE SE
RENTON, WA 98055, USA
JB0001498318REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SK07/05/2024NTS14TYPICAL
DETAILSSTARLINE SERIES: MB1001 GHz MINIBRIDGERFEATURES:·SIMPLIFY PLANT UPGRADES WITH MODULAR RFDESIGN AND 1.2 GHZ CAPABLE HOUSING·IMPROVE AMPLIFIER REACH WITH OPTIONAL GANTECHNOLOGY AND INCREASED STATION TILT·MAINTAIN CURRENT AMPLIFIER SPACING WITH HIGHOUTPUT GAAS TECHNOLOGY·EXPAND RETURN PATH BANDWIDTH WITH PLUG‐INDIPLEX FILTER SUPPORT TO 85 MHZ·MINIMIZE RF DRIFT OVER TEMPERATURE WITHOPTIONAL ANALOG OR QAM ADUHOUSING DIMENSIONS (L×W×D): 15.4" x 9.6" x 5.5"292 mm x 244 mm x140 mmWEIGHT:15 lb6.8kgFFT*-* Q SERIES·FFT2-*Q: 2 PORT TAPS·FFT4-*Q: 4 PORT TAPS·FFT8-*Q: 8 PORT TAPS·FFT*-PBA-V: 2 PORT TAPSFEATURES:·SUPPORT DOCSIS 3.1 EXPANDED BANDWIDTH UP TO1218 MHz.·IMPROVE NETWORK PERFORMANCE WITH SIGNALCONDITIONING PLUG-INS.·HIGH QUALITY RF CONNECTION WITH AUTO-SEIZEF-CONNECTORS.·MAINTAIN EXISTING INSTALLED BASE WITHCOMPATIBILITY BACK TO "F" SERIES FFT HOUSINGS.·STANDARD FACEPLATE ONLY OPTIONS FORCOST-EFFECTIVE UPGRADES TO EXISTING FFTDEPLOYMENTS.·HIGH LEVEL OF NETWORK RESILIENCE WITH 6 kVSURGE RESISTANCE ON FEEDERLINE AND F-PORTS.·BLANK TAP OPTION FFT*-PBA-V FOR FUTUREEXPANSION·MAINTAIN RF AND AC CONNECTIONS WITH FACEPLATEREMOVED WITH INTEGRATED BYPASS CAPABILITY.HOUSING DIMENSIONS (L×W×D): 4.0" x 2.9" x 5.6"10.2cm x 7.4cm x 14.2cmWEIGHT:1 lb0.45kgTAPSTARLINE SERIES: MB100AUX1 GHz AMPLIFIERFEATURES:·SIMPLIFY PLANT UPGRADES WITH MODULAR RF DESIGNAND 1.2 GHZ CAPABLE HOUSING·IMPROVE AMPLIFIER REACH WITH OPTIONAL GANTECHNOLOGY AND INCREASED STATION TILT·MAINTAIN CURRENT AMPLIFIER SPACING WITH HIGHOUTPUT GAAS TECHNOLOGY·EXPAND RETURN PATH BANDWIDTH WITH PLUG‐INDIPLEX FILTER SUPPORT TO 85 MHZ·MINIMIZE RF DRIFT OVER TEMPERATURE WITH OPTIONALANALOG OR QAM ADUHOUSING DIMENSIONS (L×W×D): 15.4" x 9.6" x 5.5"292 mm x 244 mm x140 mmWEIGHT:15 lb6.8kgAMPLIFIERHARDWARE REPLACEMENT DIMENSIONSMINIBRIDGERMFP24003838
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24003838
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 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES