HomeMy WebLinkAboutMFP24005778.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP24005778
IVR Number: 24005778
Permit Information
Permit Name: JB0000557895 - Comcast Cable Franchise Permit
Address/Location:11/14/2024Application Date:0421000340Parcel Number: 3834 NE 6TH ST
Permit Type:12/19/2024Issue Date:Franchise
Permit Work Class:12/19/2025Expiration Date:Major Utility
Job Number: JB0000557895Franchise Type:Cable
Description: Comcast proposes to overlash 96ct fiber to existing strand, de/relash 96ct fiber to existing strand, move storage, tie
into existing splice case
Contacts
Name Address PhoneTypeBilling
Rena Watts
Comcast
1575 75th St SW, #200
Everett, WA 98203
B: (425) 977-9120
C: (425) 977-9120
Applicant
Ashley Kiehn 4610 Tacoma Avenue
Sumner, WA 98390
ApplicantX
Gayle Berner
Mastec North America Inc.
H: (000) 000-0000
C: (253) 364-9363
Applicant
Tom Donnelly
Comcast Business Communications
1701 Jfk Blvd, 32nd Floor
Philadelphia, PA 19103
B: (215) 286-7347
C: (215) 286-7557
Contact
Andrew Parker
comcast
410 Valley Ave NW
Puyallup, WA 98371
B: (253) 864-4249Contact
Joshua Ashley
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (503) 939-7931Contact
Mastec North America Inc 800 S Douglas Road, 1200
Coral Gables, FL 33134
Contractor
Business License Number: 51687Construction Contractor: MASTENA991KJ
Joshua Ashley
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (503) 939-7931Emergency
Contact
PHAM THANG+DO HANG 16028 SE 171ST PL
RENTON , WA 98058
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
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
Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street
☐Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
BLO29666
Comcast Cable Communications Management, LLC
0000557895
Rena Watts
3834 NE 6th St JB0000557895
Comcast proposes to overlash 96ct fiber to existing strand, de/re lash 96ct fiber to existing
strand, move storage, tie into splice case
MASTEC
CC MASTENA991KJ
425-977-9120
rena_watts@comcast.com
253-364-9363
Rena Watts 11/14/2024
MFP24005778
Scott Warlick 12/19/2024
RESTORATION PER CITY OF RENTON STANDARDS
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SWSWSWSWSWSWFOCFOCFOC FOC FOC FOC FOC FOCFLFLFLFLFLFLFLFLFLFLFLFLFL SWSWSWSWSWSWSWSWSWSWSWAAAAAAAA3901392939333513454105354126'205'AAAAAAAAAAAAAUNION AVE NE75'FOCPOLE 1POLE 2POLE 311'UNION AVE NEKnow what'sR3834 NE 6TH STRENTON, WA 98056, USAJB0000557895REVISIONSDATE 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:APK06/27/2024REVISIONSDATE DESCRIPTION INITIAL8ADVANCED 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 8401WARNING 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.NX25XX25XSPOTTERNOTE:ADJACENT BUSINESSES AND/OR RESIDENT'SWILL BE NOTIFIED IN WRITING 72 HOURS PRIORTO PLACEMENT OF "NO PARKING" SIGNS.MFP24005778
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POLE 1POLE 2NE 4TH STKnow what'sR3834 NE 6TH STRENTON, WA 98056, USAJB0000557895REVISIONSDATE 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:APK06/27/2024REVISIONSDATE DESCRIPTION INITIAL8ADVANCED 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 8402WARNING 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
25XXXXXX X35XXMATCH TO TCP - 2BXXX30XXPOLICEOFFICERNOTE:WORK THROUGH INTERSECTION WILL NEED TO HAVE AUNIFORMED POLICE OFFICER (UPO).TRAFFIC LIGHTS ARETO BE PLACED TO RED FLASH MODE.XXMFP24005778
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390139293933351345205'AAAAAAAAA127'NE 4TH STPOLE 3POLE 44TH STKnow what'sR3834 NE 6TH STRENTON, WA 98056, USAJB0000557895REVISIONSDATE 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:APK06/27/2024REVISIONSDATE DESCRIPTION INITIAL8ADVANCED 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 8403WARNING 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
X35XXMATCH TO TCP - 2AMFP24005778
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/WR/WFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWAAAAAAAAAAAAAAAAAAAAAAAA3800380538013813351315'205'NE 4TH STNE 4TH STPOLE 6POLE 7Know what'sR3834 NE 6TH STRENTON, WA 98056, USAJB0000557895REVISIONSDATE 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:APK06/27/2024REVISIONSDATE DESCRIPTION INITIAL8ADVANCED 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.NX35XXNOTE:AERIAL CROSSING TIME WILL BEAPPROXIMATE 5 MIN.XXXXX35XXMFP24005778
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FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLAAAAAAAAAAA200'155'122'NE 6TH STTACOMA AVE NE4020602605608603240114098-40003923NE 6TH STPOLE 13POLE 1211'UNION AVE NE UNION AVE NEKnow what'sR3834 NE 6TH STRENTON, WA 98056, USAJB0000557895REVISIONSDATE 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:APK06/27/2024REVISIONSDATE DESCRIPTION INITIAL8ADVANCED 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.NXROADWORKAHEADONELANEROADAHEAD30XXFLAGGERX
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AAAAAAAAAAAAAAAA200'155'122'109'NE 6TH STTACOMA AVE NE40206026056086033922391691040114098-400039233917NE 6TH STPOLE 13POLE 12POLE 1111'UNION AVE NEUNION AVE NEKnow what'sR3834 NE 6TH STRENTON, WA 98056, USAJB0000557895REVISIONSDATE 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:APK06/27/2024REVISIONSDATE DESCRIPTION INITIAL8ADVANCED 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.NX25XXX25XXX25XXNOTE:AERIAL CROSSING TIME WILL BEAPPROXIMATE 5 MIN.MFP24005778
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EOPEFOCFOCFOCFOCAAAAAAAAAAAAAAAAAAAAAAA122'109'131'145'NE 6TH STSHELTON AVE NESHELTON PL NE603392239163910604383460739233917390538353829SWSWSWSWSWSWSWSWSWSW11'POLE 12POLE 11POLE 9POLE 8POLE 10Know what'sR3834 NE 6TH STRENTON, WA 98056, USAJB0000557895REVISIONSDATE 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:APK06/27/2024REVISIONSDATE DESCRIPTION INITIAL8ADVANCED 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 8407WARNING 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.NX25XXX25XXX25XXNOTE:AERIAL CROSSING TIME WILL BEAPPROXIMATE 5 MIN.MFP24005778
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EOPEOPEOPFOCFOCFOCFOCFOCFOCFOCFOCAAAAAAAAAAAAAAA109'131'145'NE 6TH STSHELTON AVE NENE 5TH PL39106043834607390538353829EOPEOPSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWNE 6TH STNE 6TH STPOLE 9POLE 8POLE 1023'Know what'sR3834 NE 6TH STRENTON, WA 98056, USAJB0000557895REVISIONSDATE 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:APK06/27/2024REVISIONSDATE DESCRIPTION INITIAL8ADVANCED 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.NX25XX25X 25XMFP24005778
PROPOSED AERIAL FIBER INSTALLATIONCOMCASTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)3834 NE 6TH ST, RENTON, WA 98056, USAJB0000557895MFP24005778This permit is for Major construction work in the ROW and will be billed at an additional$158/HR for inspections. After hours and weekend work will be billed at $175/HR
AAAAAAAAARDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/2024VICINITY MAPCONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5-8SITE-PLAN9TYPICAL DETAILS9N/AN/AVICINITY
MAP2PERMITTINGASHLEY KIEHN4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 999-2271EMAIL: ASKIEHN@SEFNCO.COMCOMCASTSEFNCO OPEJOSHUA ASHLEY11308 SW 68TH PKWYTIGARD, OR, 97223PHONE: (503) 939-7931EMAIL: JOSHUA_ASHLEY@COMCAST.COMDOMINIC MINNITI4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 736-4697EMAIL: DMINNITI@SEFNCO.COM351 UNION AVE NE,RENTON, WA 98059PHASE-1 PERMIT DESIGNSTARTS @11604 SE 304TH ST,AUBURN, WA 98092PHASE-1 PERMIT DESIGNENDS @602 TACOMA AVE NE,RENTON, WA 98056PHASE-2 PERMIT DESIGNENDS @3834 NE 6TH ST,RENTON, WA 98056PHASE-2 PERMIT DESIGNSTARTS @DESCRIPTION OF WORKTOTALOVERLASH 96CT FIBER TO EXISTING STRAND (7 POLES)1327LFDE-LASH & RE-LASH 96CT FIBER TO EXISTING STRAND (6POLES)662LFMOVE STORAGE FROM POLE 8 TO POLE 13TIE INTO EXISTING SPLICE CASEEND OVERLASH AT EXISTING POLE IN PRIVATE PROPERTYTOTAL:1989LFMFP24005778
RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249N/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.MFP24005778
RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249N/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 PICTUREEquipmentMFP24005778
R/WR/WR/WR/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/WR/WR/WR/WR/WR/W R/WFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC
FOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSW
FOCFOCFOCFOCFLSW SW SW SW SW SWAAAAAAAAAAAAAAAAAAA40044020390139293933351345
4105354126'205'AAAAAAAAAAA A A 127'NE 4TH STUNION AVE NE
UNION AVE NE
NE 4TH ST274'75'FLPOLE 1 POLE 2 POLE 3POLE 4RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249PHASE - 1
SITE PLAN - 15 N1SITE PLAN CONSTRUCTION NOTESTIE IN TO EXISTING SPLICE CASE.232323232EXISTING POLE (1-4).3144OVERLASH 96CT FIBERTO EXISTING STRAND.EXISTING MID SPAN ATTACHMENT.MATCH TO SITE PLAN - 2
PHASE 1 - STARTMFP24005778
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/WR/WFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWA A A A A A A A A AAAAA
AAAAAAAAAAAAAAAAA380038053801381339043513788315'205'NE 4TH STPOLE 5POLE 6POLE 7
RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249PHASE - 1
SITE PLAN - 26 N1SITE PLAN CONSTRUCTION NOTES121213234END OVERLASH AT EXISTING POLEIN PRIVATE PROPERTY.324OVERLASH 96CT FIBERTO EXISTING STRAND.EXISTING POLE (5-7).EXISTING SPLICE CASE.MATCH TO SITE PLAN - 1 PHASE 1 - ENDMFP24005778
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/WR/WR/WR/WR/WR/WR/W R/W R/W R/WEOP
FLFLFLFLFLFLFLFLFLFLEOPEOP EOPEOPEOPEOPFOCFOCFOC FOC FOCFOC FOCFOCFOCAAAAAAAAAAAAAAAAAAAA109'131'145'NE 6TH STSHELTON AVE NESHELTON PL NE39223916391060438346073917390538353829SWSWSWSWSWSWSWSWSWSWSWSWSWSWPOLE 11POLE 9POLE 8POLE 10RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249PHASE - 2
SITE PLAN - 37 N1SITE PLAN CONSTRUCTION NOTES12EXISTING POLE (8-11).2121212DE-LASH & RE-LASH 96CTFIBER TO EXISTING STRAND.MATCH TO SITE PLAN - 4 PHASE 2 - STARTMFP24005778
R/WR/WR/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/W R/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/WEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPFOC FOC FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FLAAAAAAAAAAA 155'122'NE 6TH STTACOMA AVE NE
4020602605608603392240114098-40003923POLE 13POLE 12UNION AVE NEUNION AVE NERDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249PHASE - 2
SITE PLAN - 48 N143212SITE PLAN CONSTRUCTION NOTES12EXISTING POLE (12-13).3END DESIGN AT EXISTING SPLICE CASE.4DE-LASH & RE-LASH 96CTFIBER TO EXISTING STRAND.MOVE STORAGE FROMPOLE 8 TO POLE 13.MATCH TO SITE PLAN - 3
PHASE 2 - ENDMFP24005778
9REVISIONSDATEDESCRIPTIONINITIALRDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/2024NTS9TYPICAL
DETAILS AERIAL TYPICALSMFP24005778
___________________________________________________________________________________ MasTec Network Solutions 4610 Tacoma Ave Sumner, WA 98390
____________________________________________________________________________________________________________ MasTec Washington Locations Spokane ~ Puget Sound
November 14, 2024
To whom it may concern: City of Renton 1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for Comcast # JB0000557895 To whom it may concern,
Mastec North America has been contracted to design and engineer this project on behalf of Comcast Cablevision. Comcast is applying for a variance request to upgrade their existing facilities.
Comcast proposes to overlash 96ct fiber optic cable on existing system located near 351
Union Ave NE, then delash and relash existing system near 3834 NE 6th St. Comcast is requesting that the City of Renton approve this variance request since the requirements for undergrounding this proposed over-lash will not cause substantial adverse impacts to other person or entities in the immediate area and will cause undue
hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand.
2. Potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead
cables along this route. 4. The variance is necessary to prevent and undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare because Comcast does agree to underground the cable system, but
they are waiving the obligation into the future when all other utilities are underground to prevent an undue hardship against Comcast currently.
___________________________________________________________________________________ MasTec Network Solutions 4610 Tacoma Ave Sumner, WA 98390
____________________________________________________________________________________________________________ MasTec Washington Locations Spokane ~ Puget Sound
Upon the granting of the Variance, Comcast will coordinate construction and traffic
control as per your requirements. Comcast and their contractors want to cooperate at the
highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Dominic Minniti
at (253)736-4697.
Thank you for your consideration in this matter.
Ashley Kiehn
Ashley Kiehn
Director of Operations Support | MasTec North America Cell (253)797-8118 | Ashley.Kiehn@mastec.com
December 19, 2024
Ashley Kiehn
Mastec North America
4610 Tacoma Avenue,
Sumner WA 98390
Via Email: Ashley.Kiehn@mastec.com
SUBJECT: Request for Undergrounding Exemption (JB#557895, MFP24005778, 3834 NE 6th St)
Dear Ms. Kiehn:
The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC)
4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed
underground, pursuant to the standards of the section of RMC.
Comcast proposes to have Mastec North America overlash new fiber for a total of approximately 1,989 lineal feet
to existing Puget Sound Energy (PSE) poles along NE 6th Street, NE 4th Street and Union Avenue NE, within the city.
See the enclosed Site Plan showing the proposed overlashing limits.
ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants
Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and
across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the
franchise ordinance states that if all of the distribution lines all the wireline service providers, such as
telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator
(collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its
Cable System’s distribution cables underground within that area; provided that such underground locations are
actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the
Cable Systems’ signal quality.
The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to
the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for,
any existing obsolete cable will need to be removed; staff recommends these as conditions of approval.
Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows
new overhead facilities to be placed overhead provided there are other similar providers overhead as well.
Comcast is required to obtain all necessary private utility easements for work on private property.
DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C) as
requested by the applicant is approved with conditions subject to the conditions below as the request complies
with the Comcast Franchise Agreement.
Comcast Job JB#557895
Page 2 of 2
December 19, 2024
Conditions of Approval:
1. Any existing height violations within the Project Reach must be resolved at the time of construction. New
aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”.
2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction
is taking place.
3. A traffic control plan must be separately submitted to the City, and no construction may take place until
the City has approved a traffic control plan.
4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the
future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are
undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the
Project Reach, in which case the Applicant shall participate in the joint use trench installation for the
purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that
will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or
approved otherwise by the City of Renton Community and Economic Development Administrator or
designee, from the first event triggering the requirement to underground the aerial lines.
This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the
date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk,
along with the required appeal fee, by 5:00 pm, January 2, 2025. Appeals must be submitted electronically to the
City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The
appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is
submitted electronically. The appeal submitted in person may be paid on the first floor in our Finance Department.
Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal
process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov.
Sincerely,
Brianne Bannwarth, PE
Development Engineering Director
cc: Justin Johnson, Construction Engineering Manager
Nathan Janders, Development Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Engineering Specialist III
Franchise Permits
Enclosures: Site Plan
PROPOSED AERIAL FIBER INSTALLATIONCOMCASTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)3834 NE 6TH ST, RENTON, WA 98056, USAJB0000557895MFP24005778
AAAAAAAAARDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/2024VICINITY MAPCONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5-8SITE-PLAN9TYPICAL DETAILS9N/AN/AVICINITY
MAP2PERMITTINGASHLEY KIEHN4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 999-2271EMAIL: ASKIEHN@SEFNCO.COMCOMCASTSEFNCO OPEJOSHUA ASHLEY11308 SW 68TH PKWYTIGARD, OR, 97223PHONE: (503) 939-7931EMAIL: JOSHUA_ASHLEY@COMCAST.COMDOMINIC MINNITI4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 736-4697EMAIL: DMINNITI@SEFNCO.COM351 UNION AVE NE,RENTON, WA 98059PHASE-1 PERMIT DESIGNSTARTS @11604 SE 304TH ST,AUBURN, WA 98092PHASE-1 PERMIT DESIGNENDS @602 TACOMA AVE NE,RENTON, WA 98056PHASE-2 PERMIT DESIGNENDS @3834 NE 6TH ST,RENTON, WA 98056PHASE-2 PERMIT DESIGNSTARTS @DESCRIPTION OF WORKTOTALOVERLASH 96CT FIBER TO EXISTING STRAND (7 POLES)1327LFDE-LASH & RE-LASH 96CT FIBER TO EXISTING STRAND (6POLES)662LFMOVE STORAGE FROM POLE 8 TO POLE 13TIE INTO EXISTING SPLICE CASEEND OVERLASH AT EXISTING POLE IN PRIVATE PROPERTYTOTAL:1989LFMFP24005778
RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249N/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.MFP24005778
RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249N/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 PICTUREEquipmentMFP24005778
R/WR/WR/WR/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/WR/WR/WR/WR/WR/W R/WFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC
FOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSW
FOCFOCFOCFOCFLSW SW SW SW SW SWAAAAAAAAAAAAAAAAAAA40044020390139293933351345
4105354126'205'AAAAAAAAAAA A A 127'NE 4TH STUNION AVE NE
UNION AVE NE
NE 4TH ST274'75'FLPOLE 1 POLE 2 POLE 3POLE 4RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249PHASE - 1
SITE PLAN - 15 N1SITE PLAN CONSTRUCTION NOTESTIE IN TO EXISTING SPLICE CASE.232323232EXISTING POLE (1-4).3144OVERLASH 96CT FIBERTO EXISTING STRAND.EXISTING MID SPAN ATTACHMENT.MATCH TO SITE PLAN - 2
PHASE 1 - STARTMFP24005778
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/WR/WFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWA A A A A A A A A AAAAA
AAAAAAAAAAAAAAAAA380038053801381339043513788315'205'NE 4TH STPOLE 5POLE 6POLE 7
RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249PHASE - 1
SITE PLAN - 26 N1SITE PLAN CONSTRUCTION NOTES121213234END OVERLASH AT EXISTING POLEIN PRIVATE PROPERTY.324OVERLASH 96CT FIBERTO EXISTING STRAND.EXISTING POLE (5-7).EXISTING SPLICE CASE.MATCH TO SITE PLAN - 1 PHASE 1 - ENDMFP24005778
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/WR/WR/WR/WR/WR/WR/W R/W R/W R/WEOP
FLFLFLFLFLFLFLFLFLFLEOPEOP EOPEOPEOPEOPFOCFOCFOC FOC FOCFOC FOCFOCFOCAAAAAAAAAAAAAAAAAAAA109'131'145'NE 6TH STSHELTON AVE NESHELTON PL NE39223916391060438346073917390538353829SWSWSWSWSWSWSWSWSWSWSWSWSWSWPOLE 11POLE 9POLE 8POLE 10RDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249PHASE - 2
SITE PLAN - 37 N1SITE PLAN CONSTRUCTION NOTES12EXISTING POLE (8-11).2121212DE-LASH & RE-LASH 96CTFIBER TO EXISTING STRAND.MATCH TO SITE PLAN - 4 PHASE 2 - STARTMFP24005778
R/WR/WR/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/W R/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/WEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPFOC FOC FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 FLAAAAAAAAAAA 155'122'NE 6TH STTACOMA AVE NE
4020602605608603392240114098-40003923POLE 13POLE 12UNION AVE NEUNION AVE NERDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/20249PHASE - 2
SITE PLAN - 48 N143212SITE PLAN CONSTRUCTION NOTES12EXISTING POLE (12-13).3END DESIGN AT EXISTING SPLICE CASE.4DE-LASH & RE-LASH 96CTFIBER TO EXISTING STRAND.MOVE STORAGE FROMPOLE 8 TO POLE 13.MATCH TO SITE PLAN - 3
PHASE 2 - ENDMFP24005778
9REVISIONSDATEDESCRIPTIONINITIALRDIGALERTT3D - WAKVD99900 1x2 - WAKVD02X00 2x4 (RN02B 4x4)
3834 NE 6TH ST
RENTON, WA 98056, USA
JB0000557895REVISIONSDATEDESCRIPTIONINITIAL 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:APK06/27/2024NTS9TYPICAL
DETAILS AERIAL TYPICALSMFP24005778
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP24005778
Engineering
1 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
2 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial
lines within the Project Reach must have a minimum vertical clearance of 15'-6".
3 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the
Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the
Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the
Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or
(3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial
lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and
Economic Development Administrator or designee, from the first event triggering the requirement to underground
the aerial lines.
4 A traffic control plan must be separately submitted to the City, and no construction may take place until the City
has approved a traffic control plan.
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