HomeMy WebLinkAboutMFP24001100.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24001100
IVR Number: 24001100
Permit Information
Permit Name: Comcast Cable Franchise Permit
Address/Location:03/06/2024Application Date:6403510010Parcel Number: 4417 NE 7TH PL
Permit Type:03/20/2024Issue Date:Franchise
Permit Work Class:03/20/2025Expiration Date:Minor Utility
Job Number: JB0001648415Franchise Type:Cable
Description: JB0001648415 Comcast proposes to replace hardware at aerial and UG locations.
Contacts
Name Address PhoneTypeBilling
Rena Watts
Comcast
1575 75th St SW, #200
Everett, WA 98203
B: (425) 977-9120
C: (425) 977-9120
Applicant
Gayle Berner
Mastec North America Inc.
H: (000) 000-0000
C: (253) 364-9363
Applicant
Ashley Kiehn 4610 Tacoma Avenue
Sumner, WA 98390
ApplicantX
Mastec North America Inc 800 S Douglas Road, 1200
Coral Gables, FL 33134
Contractor
Business License Number: 51687Construction Contractor: MASTENA991KJ
KNOTT RONALD LESLIE+VALERIE 4417 NE 7TH PL
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.
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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.
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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.
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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.
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(Date)(Signature)
Page 1 of 1THIS 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)
4610 Tacoma Ave Sumner, WA 98390
9:00am 3:30pm4/6/2024 5/6/2024
JB0001648415 OSP DE RN33
4417 NE 7TH PL, RENTON, WA 98059
MASTEC North America INC.
Gayle Berner 364-9363
Comcast proposes to repace hardware at aerial and UG locations.
MFP24001100
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 3/20/2024
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)
3/6/2024
Gayle Berner
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FOCNE 7TH PLNE 7TH PLBREMERTON AVE NE44174409440343154416441044044322BREMERTON AVE NER/WR/WR/WR/WR/WR/WR/WR/W
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WREVISIONSDATE 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 40 45 50 55 60 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---11115 160 225 295 495 550 605 660--12125 180 245 320 540 600 660 720 780 8401RREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION< WZ/',dTCP 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.NyyyϮϱyϮϱNOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.MFP24001100
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R/WR/WR/WR/WR/WR/WR/WR/WREVISIONSDATE 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 40 45 50 55 60 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---11115 160 225 295 495 550 605 660--12125 180 245 320 540 600 660 720 780 8402RREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION< WZ/',dTCP 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.NyyyϮϱyyyϮϱ
y ϮϱNOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.MFP24001100
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617621613609603602608612616620626TACOMA AVE NENE 6TH PLUNION AVE NEWK> TACOMA AVE NER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WREVISIONSDATE 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 40 45 50 55 60 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---11115 160 225 295 495 550 605 660--12125 180 245 320 540 600 660 720 780 8403RREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION< WZ/',dTCP 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.NyyyϮϱyϮϱNOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.MFP24001100
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R/WR/WREVISIONSDATE 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 40 45 50 55 60 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---11115 160 225 295 495 550 605 660--12125 180 245 320 540 600 660 720 780 8404RREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION< WZ/',dTCP 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.NyyyϮϱyϮϱ NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.MFP24001100
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R/WR/WR/WR/WR/WRREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFREVISIONSDATE 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 40 45 50 55 60 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---11115 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 STATION< WZ/',dTCP 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.NyyyϮϱyϮϱyϮϱMFP24001100
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43134319442144154409440343314325442044144408440243244318NE 6TH STNE 6TH CTBREMERTON AVE NEBREMERTON AVE NE R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WREVISIONSDATE 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 40 45 50 55 60 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---11115 160 225 295 495 550 605 660--12125 180 245 320 540 600 660 720 780 8406RREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFWARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION< WZ/',dTCP 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.NyyyϮϱyϮϱ NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.MFP24001100
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WRREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFREVISIONSDATE 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 40 45 50 55 60 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---11115 160 225 295 495 550 605 660--12125 180 245 320 540 600 660 720 780 8407WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION< WZ/',dTCP 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.NyyyϮϱ
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FOCFOC FOC FOCFOCFOCSWSWSW4421441544094403581575451045014509451645450545134519 45234527ANACORTES AVE NE(PRIVATE RD)NE 6TH STNE 6TH CT(PRIVATE RD)NE 6TH STAVE NE BREMERTON AVE NECHELAN AVE NE(PRIVATE RD)SREMOVE TERMINATOR AND SPLICE CABLER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W
R/WR/WR/WR/WR/WR/WR/WRREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFREVISIONSDATE 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 40 45 50 55 60 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---11115 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 STATION< WZ/',dTCP 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.NyyyϮϱyϮϱ
y ϮϱNOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.y y y
ϮϱNOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.MFP24001100
FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWFLFLFLFL FL FL FL FLFOCFOCFOCFOCFOCFOCFOC
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SWSWSW5815754510450145094602451646084614462046094531450545134519 4523452746014605 4613NE 6TH STNE 6TH STCHELAN AVE NE(PRIVATE RD)SREMOVE TERMINATOR AND SPLICE CABLER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WRREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFREVISIONSDATE 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 40 45 50 55 60 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---11115 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 STATION< WZ/',dTCP 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.NyyyϮϱyϮϱMFP24001100
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SWFOCFOCFOCFOC FOC FOC FOC FOC FOC FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC501507515519551557
4415BREMERTON AVE NEBREMERTON AVE NENE 5TH STR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WRREACTIVE - 3 DIGITAL - NONE -4417 NE 7TH PLRENTON, WA 98059, USAJB0001648415REVISIONSDATE 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:SPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RFREVISIONSDATE 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 40 45 50 55 60 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---11115 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 STATION< WZ/',dTCP 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.NyyyϮϱy ϮϱyϮϱ
NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.NOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.MFP24001100
SEFNCOCOMMUNICATIONSEQUIPMENT REPLACEMENTCOMCASTREACTIVE - 3 DIGITAL - NONE - WAKVD05V00 2X4 (RN33 3X4) - RF4417 NE 7TH PL, RENTON, WA 98059, USAJB0001648415MFP24001100
RDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF VICINITY MAP4417 NE 7TH PL,RENTON, WA 98059CONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5-10SITE-PLAN11TYPICAL DETAILS11N/AN/ADESCRIPTION OF WORKTOTALREPLACE EQUIPMENT AT AERIAL LOCATION2REPLACE EQUIPMENT AT UG LOCATION9TOTAL:11VICINITY
MAP BEGIN515 BREMERTON PL NE,RENTON, WA 98059END2PERMITTINGASHLEY KIEHN4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 999-2271EMAIL: ASKIEHN@SEFNCO.COMCOMCASTSEFNCO OPEJOSHUA ASHLEY11308 SW 68TH PKWYTIGARD, OR 97223-8679PHONE: (503) 939-7931EMAIL: JOSHUA_ASHLEY@COMCAST.COMSTACY PENNEWELL4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 457-0628EMAIL: SPENNEWELL@SEFNCO.COMS1S2S3S4S5S6MFP24001100
RDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
11N/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.MFP24001100
RDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
11N/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 CASEMANHOLEPEDESTALPPPAMINIBRIDGERTTTAATAPAMPLIFER 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 PICTUREEquipmentRDIGALERT MFP24001100
FOCFOCFOCF
O
CFOCFOCFOCFOC
FOCSWSWSW SWSWSWSWSW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWFOCFOCFOCFOCFOCFOCFOCBRE
M
E
R
T
O
N
A
V
E
N
EBREMERTON AVE NENE 7TH ST431544164410440443224405671665657APAR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
RDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
11SITE PLAN - 1 REPLACE EQUIPMENT AT UGLOCATION125SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN22MFP24001100
EOP
EOP
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPFOC FOC FOC
FL FL FL FL FL FL FL FL FL FL FL
FL FL FL FL FL FL FL FL FL FL FL
FL FL FL FL FL FL FL FL FL FL FL
FLFLFOCFLFL617621613609603602608612616620626NE 6TH STNE 6TH STTACOMA AVE NE
UNION AVE NE
POLER/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WRDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
11SITE PLAN - 2 REPLACE EQUIPMENT AT UGLOCATION126SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN1MFP24001100
FOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWF
O
CFOCFOCFOC
SWSWSWSWSWSWSWSWSW
FOCFOCFOCFOCSWSW
SWSWSWSWSWSWSWFOCFOCFOCFOCFOC600606612630743134319570564558552559565571601605611615NE 5TH CTVASHON PL NE VASHON PL NE
NE 6TH STANACORTES CT NE
(PRIVATE RD)
P APR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WRDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
11SITE PLAN - 3 REPLACE EQUIPMENT AT UGLOCATION127SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN22MFP24001100
FOCFOCFOCFOCFOC
FOC
F
O
CFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSW
SW SW
SWSWSW
SW SW
SW SWSWSWSWSWSWSW
SW
SW
SW
SW
SW
SWSW
SWSWSWSWSWSWSWFOCFOCFOCFOC
FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWFOC FOCFOCFOC
FOC
FOC
FOCF
O
C
FOC
FOCFOCFOCFOCFOCSWSW44214415440944034331432544084402432458157545104501450945054513ANACORTES AVE NE(PRIVATE RD)NE 6TH STNE 6TH CTNE 6TH CT(PRIVATE RD)NE 6TH STBREMERTON AVE NEBREMERTON AVE NE PAPPSREMOVE TERMINATOR AND SPLICE CABLEPR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/WR/WR/WR/WR/WR/WRDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
11SITE PLAN - 4 REPLACE EQUIPMENT AT UGLOCATION128SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN2222MFP24001100
FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCF
O
C
FOC FOC FOCSWSWSWSWSWSWSWSWSWSWSWSWSW
FOCFOCFOC FOC FOC
FL FL FL FL
FL FL FL FL FLFLFLFLFLFLFL
FLFLFLFLFLFLFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWFOC FOCFOCFOCFOCFOC FOCFOC FOC FOC FOC
FOC FOCFOCFOCFOCFOCSW SWSWSWSWSWSWSWSWSWSWSWSWSWSWFOC FOCFOCFOCFOCFOCFOCFOCFOC
FOCFOCSW4602451646084614462046094531451945234527460146054613NE 6TH STCHELAN AVE NE(PRIVATE RD)
DUVALL AVE NEDUVALL AVE NE
SWSWPAR/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W
R/WR/WR/WR/WR/WR/WR/WRDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
11SITE PLAN - 5 REPLACE EQUIPMENT AT UGLOCATION129SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN2MFP24001100
FOC FOC FOC FOCFOCFOCFOCFOCFOCSW SW SW SW SW
SW SWSWSWSWSWSWSWSWSWFOCFOCFO
CFOCFOCFOCFOCFOCFOCFOCFOC
SWSWSWSWSW FOCFO
C
FOCFOCFOCSW FOCFOCFOCFOCFOCFOCFOCFOC FOC FOC FOC FOC FOC FOC
FOC FOCFOC501507515519551557441545014507BREMERTON AVE NEBREMERTON AVE NE NE 5TH STNE 5TH ST(PRIVATE RD)P
AR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W
RDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
11SITE PLAN - 6 REPLACE EQUIPMENT AT UGLOCATION1210SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN2MFP24001100
11REVISIONSDATEDESCRIPTIONINITIALRDIGALERTREACTIVE - 3 DIGITAL - NONE -
4417 NE 7TH PL
RENTON, WA 98059, USA
JB0001648415REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSSPR02/16/2024WAKVD05V00 2X4 (RN33 3X4) - RF
NTS11TYPICAL
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 DIMENSIONSMINIBRIDGERMFP24001100