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Home My WebLink AboutMFP23005644.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP23005644 IVR Number: 23005644 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:11/07/2023Application Date:5045700080Parcel Number: 271 ELMA PL NE Permit Type:12/07/2023Issue Date:Franchise Permit Work Class:12/06/2024Expiration Date:Major Utility Job Number: JB0001415579Franchise Type:Cable Description: Comcast proposes to replace hardware at aerial and UG locations. Contacts Name Address PhoneTypeBilling Ashley Kiehn 4610 Tacoma Avenue Sumner, WA 98390 ApplicantX Jessamin Santos Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (206) 401-2188Contact Scott Nall SEFNCO Communications Inc. 2904 4th Ave NE Puyallup, WA 98372 B: (877) 385-2903 C: (253) 444-9057 Contractor Business License Number: 41108Construction Contractor: SEFNCCI850QD NAGPAL NEHA 271 ELMA PLACE NE RENTON , WA 98059 Owner General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES 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 SEFNCO Communications 4610 Tacoma Ave Sumner, WA 98390 9:00am 3:30pm JB0001415579 OSP DE KE16A 271 ELMA PL NE, RENTON, WA 98059 12/28/2023 01/28/2024 Comcast proposes to repace hardware at aerial and UG locations. Gayle Berner (253) 364-9363 MFP23005644 Scott Warlick CED 12/7/2023 3:00pm 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) Gayle Berner 11/28/20223 FOCFOCFOCFOC FOCSWSW FOC FOCFOCF O CFOC FOC FOC SW SWSWSWS W FOCFOCFOCFOCFOCOCSWSWSWSWSWSWNE 3RD PLELMA PL NEELMA CT NENE 2RD PLFIELD AVE NE2712654803481547284722480048064812481827226626025416'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 8401WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NyyyyyyϮϱϮϱMFP23005644 FOCFOCFOC FOCSWSW FOC FOCFOCF O CFOC FOC FOC SW SWSWSWSW FOCFOCFOCFOCFOCSWSWSWSWSWSWNE 3RD PLELMA PL NEELMA CT NENE 2RD PLFIELD AVE NE271265480348154812481827226626025423123416'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/W R/W R/WR/WR/WR/WR/ WR 271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 8402WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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 yyyϮϱMFP23005644 FOCF O C FOCSWSWSW SW SWFOCFOCFOCFOCFOC FOCFOCSWSW SW SWFOC FOC FOCSWFOCELMA CT NENE 2RD PLFIELD AVE NENE 2ND STELMA PL NE254201207211225231SWSW208210228234202SW SW SWNE 2ND STR/W R/WR/W R/W R/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWR/W22'R271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 8403WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NyyyϮϱϮϱyMFP23005644 EOPEOPEOPNE 1ST CT49174923491149054904491049164922500022'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 8404WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NϮϱyϮϱyMFP23005644 EOP EOPEOPEOPEOPEOP FOCFOCFOCSWSWSWSWSWHOQUIAM AVE NENE 1ST CT166167151160154120A49225000HOQUIAM AVE NE25'R/W R/W R/WR/WR/WR/WR/WR/W R/R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 CAUTION1. 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.NyϮϱyyyyϮϱϮϱSPOTTERMFP23005644 EOP EOP EOPEOPFOCFOCFOCSWSWSWSWFOCSWSWSWEOP EOPEOPEOP EOP EOPFOCFOCFOCFOCSWSWSWSWSWSWSWSWNE 2ND STNE 2ND STHOQUIAM AVE NEHOQUIAM AVE NENE 1ST CT500817550152 17216615116015412024'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/WR/WR/WR/WR/W R/W R/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 8406WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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 yϮϱyyyϮϱyϮϱyϮϱMFP23005644 EOPEOPEOPEOP EOPFOCFOCFOCFOCSWSWSWSWSWSWFOC SW SW EOPEOPEOPEOPFOCFOCFOCFOCSWSWSWSWSW SWNE 2ND STNE 2ND STHOQUIAM AVE NEHOQUIAM AVE NE5008175501550095002172166151160154W 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/WR/WR/WR/WR/WR/WR/WR/W R/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 CAUTION1. 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 yyyϮϱyyyϮϱyyyϮϱ yyyϮϱMFP23005644 OCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWEOPEOPFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSSWSWSWFOCFLFLFLFLFFLFLFLFLFLFLFLFLFLFLFLFLFLFLNE 2ND PLJERICHO AVE NE5218A521252065225520152195213JERICHO AVE NE22'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/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 8408WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NϮϱyyyyϮϱMFP23005644 FOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWEOPEOPEOP EOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FLFLFLFLFL FLFLFLNE 2ND STNE 2ND STSWJERICHO AVE NEAWK>16016520052262105220JERICHO AVE NER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WRR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 CAUTION1. 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.NyϮϱyyϮϱyϮϱyϮϱyMFP23005644 FOCFOCEOPEOPEOPFOCFOCFOCFOC FOC FOC EOPEOPEOPEOPFOCFOCFOCF O C FOC FL FL FL FL FL FL FL FL FL FL FL FL SWSWSWSWNE 1ST STILWACO PL NEILWACO PL SEJERICHO AVE NE126120114134108WK>WSWSWSWJERICHO AVE NEWK>R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/W R/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 CAUTION1. 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.NyϮϱyyyϮϱy ϮϱMFP23005644 FOCFO C EOPEOPFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCEOPEOPEOPEOPFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSWNE 1ST STILWACO PL NEILWACO PL SEJERICHO AVE NE120114134WK>SWSWSWSWSWSWSWSWSWSWSWSWSWWK>FOCFOCFOCFOCSWSWSWSWSWSWJERICHO AVE NEWR/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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 CAUTION1. 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 yyyϮϱ y ϮϱyϮϱMFP23005644 EOPEOPEOPEOPEOPEOP FOC FOC FOC FOC FOCFOCFOCFOCFOCFOCFOCFLFLFLFLFLFLFLLFLFLFLFLFLFLSE 136TH STSE 136TH STJERICHO AVE SE144TH AVE SE14325136111361713621WK>220214208202FLFLFLFLFLFLFLFLFLSW SW SW SW SW SWSWSWSWSWSWSWEOP EOP EOPFLFLFLFLFLFLFLFLFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWFOCFOCFOCFOCR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W 23'R271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 84012WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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 yϯϬyy ϮϱyϮϱyyϮϱMFP23005644 FOCFOCSWSWSWEOPEOPEOPEOPFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSE 136TH STSE 136TH ST210216143RD AVE SEWK>136041362051511432513611220214EOPEOPEOPSW SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWR/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/WR/W11'R271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 84013WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NyϮϱyyyϮϱyyyϮϱyyMFP23005644 EOPEOPEOPEOPEOPEOPEOP EOPFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOCFOCSWSWHOQUIAM AVE NEHOQUIAM AVE NESE 2ND STSE 134TH STNE 1ST ST5016127101104SW SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WWR/WR/WR/WR/WR/WR/WR/WR/W R/W 23'R271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 84014WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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 ϮϱyϮϱyyyyϮϱyyyϮϱMFP23005644 EOPFOCFOCEOPPEOPFOC FOC FOC FOC FOC FOC FOC FOCHOQUIAM AVE NEHOQUIAM AVE NESE 2ND ST500550115004501049215027502150175016127SWSW SW SW SW SW SW SW SW SW SW SR/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/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 84015WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NyϮϱyyyϮϱ NOTE:NO PARKING SIGNS TO BE PLACED 72 HOURSPRIOR TO SCHEDULED START DATE.MFP23005644 FO C FOC EOPEOPEOPFOCFOCFOCFOCFOC SWSWFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SWSWSWSWSWGRAHAM AVE SESE 2ND PLSW 4900490649104916491849242532592522582642652702632572512715000SWFIELD PL SESE 2ND PLR/W R/W R/W 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 WR/WR/WR/WR/W24'R271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 84016WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NyϮϱyϮϱyyyZKtKZ<,ϮϱMFP23005644 EOPEOPEOPFOCFO CFOCFOCFOCFOCFOCFOC SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWFOCFOCFOCFOCFOCSWSWSWSWFOC FOC FOC FOC FOCFOCFOCSW SWSWSWSWHOQUIAM AVE NEGRAHAM AVE SESE 2ND PLSE 2ND PLSW 49184924263257251252258266500050065012250EOPSE 2ND PLSW SW SW SWSWSWSWWR/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/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 84017WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NyϮϱyyϮϱy NOTE:NO PARKING SIGNS TO BE PLACED 72 HOURSPRIOR TO SCHEDULED START DATE.yϮϱyyMFP23005644 FOCFOCFOCF O C FOC FOC FOCFOCFOCFOCFOC FOC FOC SW SW SW SWSWSWSWSWSWSWSWS W SW SW SWSWSWSWFIELD PL SESE 3RD PL2525925225826426532231631030427627050135007500549133224907329323317311305277271SWSWSWSWFIELD PL SE13'R/WR/WR/ WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 84018WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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 yyyϮϱyyyϮϱMFP23005644 FOC FOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSW SW SWSWSWSWSWSWSW FIELD PL SESE 3RD PLGRAHAM AVE SE32232131631531030930430327530230832632233250075027329323317311305SWSW13'R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/R271 ELMA PL NE,RENTON, WA 98059, USAJB0001415579REVISIONSDATE 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:MN10/30/2023REVISIONSDATE DESCRIPTION INITIAL19ADVANCED WARNING SIGN SPACINGROAD TYPE SPEEDDISTANCE BETWEEN ADVANCEDWARNING SIGNSXXXXFREEWAYS & EXPRESSWAYS55/75 MPH1500 ±1500 ±1500 ±1500 ±RURAL HIGHWAYS 60/65 MPH800 ±800 ±800 ±800 ±RURAL ROADS45/55 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 84019WARNING SIGNREGULATORY SIGNTRAFFIC CONEFLAGGER STATIONPATROL CARPOLICEOFFICERPOLICE OFFICERWORK VEHICLELIT INTERSECTIONUNLIT INTERSECTIONSPOTTER STATION<WZ/',dTCP DEVICE LEGENDFLASHING ARROWFLASHING DOUBLE ARROW(MERGE LEFT OR RIGHT)FLASHING CAUTION1. 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.NyyyϮϱϮϱyyyMFP23005644 SEFNCOCOMMUNICATIONSEQUIPMENT REPLACEMENTCOMCASTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF271 ELMA PL NE, RENTON, WA 98059, USAJB0001415579MFP23005644This 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 RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/2023VICINITY MAP271 ELMA PL NE,RENTON, WA 98059CONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5-14SITE-PLAN15TYPICAL DETAILS15N/AN/ADESCRIPTION OF WORKTOTALREPLACE EQUIPMENT AT AERIAL LOCATION5REPLACE EQUIPMENT AT UG LOCATION14TOTAL:19VICINITY MAP BEGIN326 GRAHAM AVE SE,RENTON, WA 98059END2PERMITTINGASHLEY KIEHN4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 999-2271EMAIL: ASKIEHN@SEFNCO.COMCOMCASTSEFNCO OPECORRIE LAMBMODESTO FFO, CAPHONE: (209) 985-3769EMAIL: CORRIE_LAMB@COMCAST.COMSTACY PENNEWELL4610 TACOMA AVESUMNER, WA 98390PHONE: (253) 457-0628EMAIL: SPENNEWELL@SEFNCO.COMS1S2S3S8S6S7S9S10S5S4MFP23005644 RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315N/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.MFP23005644 RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315N/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 STOPDRIVEWAY (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 MFP23005644 FOCFOCFOCFOC SW SWFOCFOC FOC FOCFOC FOCFOCSWSW SW SW SWFOCFOCFOCFOCFOC SWSWSWSWSWSW NE 3RD PLELMA PL NE ELMA CT NENE 2RD PLFIELD AVE NEA27126548034815472847224800480648124818272266260254AP231234PR/WR/WR/WR/WR/WR/WR/WR/W R/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WRDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 1 REPLACE EQUIPMENT AT UGLOCATION125SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN22MFP23005644 FOCFOCFOCSWSWSWSWSWSWFOCFOCFOCSW EOPFOCFOCSWSWSWFOCFOCFOCSWSWSWFIELD AVE NENE 2ND STNE 2ND STELMA PL NE 201AP207211225SWSW208210228202R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/W R/W R/W R/W R/W RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 2 REPLACE EQUIPMENT AT UGLOCATION126SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN2MFP23005644 EOPEOPNE 1ST CT491749234911490549044910491649225000PAR/WR/WR/WR/WR/WR/WR/WR/WRDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 3 REPLACE EQUIPMENT AT UGLOCATION127SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN2MFP23005644 EOPEOPEOPEOPFOCFOCFOCSWSWSWSWFOCFOCFOCSWSWSWSWEOPEOPEOPEOPEOPEOPEOPFOC FOC FOC FOCFOC SWSWSWSWSW SWSWSWSWNE 2ND STNE 2ND ST HOQUIAM AVE NEHOQUIAM AVE NENE 1ST CT AP5008175501550095002172166173167151160154120PAPAR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 4 REPLACE EQUIPMENT AT UGLOCATION128SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN222MFP23005644 FOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWEOPEOPEOP EOPEOPEOPFOCFOCFOCSWSWSWSWEOPEOPEOPEOPSWSWSWSWFLFLFLFLFLFLFOCFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLNE 2ND STNE 2ND ST NE 2ND PLJERICHO AVE NE5218PA521252065225520152195213APOLE16016520052262105220JERICHO AVE NER/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/WR/WR/WR/WR/WR/WR/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 5 REPLACE EQUIPMENT AT UGLOCATION129SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN12MFP23005644 FOCFOCEOP EOP EOPFOCFOCFOCFOCFOCFOCFOC FOC EOP EOP FOC FOC FOC FOCFOCFOCFOCSW SW SW SW SWSWSWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSW SWSWSWNE 1ST STNE 1ST CTILWACO PL NEILWACO PL SE JERICHO AVE NE 52205214126120114134108POLEAPOLEJERICHO AVE NE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/W R/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 6 REPLACE EQUIPMENT AT UGLOCATION1210SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN11MFP23005644 FOCFOCFOC SWSWSW FOC FOC FOC SW SW SW SW FOC EOP EOP EOPEOPFL FL FLFOCFOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFO C FOC FOC FOC FOC FOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SWFOCFOCFOCFOC FOC FLFLFLFLFLFLFLFLFLFLFLFLFLSE 136TH STJERICHO AVE SE 144TH AVE SE 204210216143RD AVE SE APOLE1360451511432513611APOLE220214208202SE 136TH STFOC FOC EOPEOPEOPEOPEOPFL FL FL SW SW SW SW ILWACO PL SE R/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WRDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 7 REPLACE EQUIPMENT AT UGLOCATION1211SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN11MFP23005644 EOPFOCEOPFOCEOP FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWHOQUIAM AVE NEHOQUIAM AVE NE SE 2ND ST50055011500450104921PAPA5027502150175016127101104SWR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 8 REPLACE EQUIPMENT AT UGLOCATION1212SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN22MFP23005644 EOPSWEOPFOCFOCFOCFOC FOC FOC FOCFOCFOCFOCSW SW SWSWSWSWSW SW SWSWSWSWFOCFOCFOCFOC FOC FOCFOCFOCFOCFOC SW SW SWSWSWSWSWSWSWSWSW SWSWSWSWSWSWSWSWSWSWSWSWSWSWGRAHAM AVE SE SE 2ND PLSE 2ND PLSWSW49004906491049164918492425325925225826426526927026325725125225826627027827150005006SWSW 250PAPAFIELD PL SE SWSWR/WR/WR/WR/WR/WR/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/WR/WRDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 9 REPLACE EQUIPMENT AT UGLOCATION1213SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN22MFP23005644 FOCFOCFOC FOCFOCSWSW SW SWSWSWSW FOCFOCFOCFOCFOCFOCFOC FOC FOC SW SW SWSWSWSW SWSWSWSWSW SW SWSWFIELD PL SE SE 3RD PLGRAHAM AVE SE SW32232131631531030930430327627530230832632233250075027502150135007500549134907329323317311305277PASWSW PAR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W RDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/202315SITE PLAN - 10 REPLACE EQUIPMENT AT UGLOCATION1214SITE PLAN CONSTRUCTION NOTESREPLACE EQUIPMENT AT AERIALLOCATIONN22MFP23005644 15REVISIONSDATEDESCRIPTIONINITIALRDIGALERTT2A - NONE - WAISD01S00 2x4 (KE16A 4x4) - RF 271 ELMA PL NE, RENTON, WA 98059, USA JB0001415579REVISIONSDATEDESCRIPTIONINITIAL 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:SEFNCOCOMMUNICATIONSMN10/30/2023NTS15TYPICAL 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 DIMENSIONSMINIBRIDGERMFP23005644