HomeMy WebLinkAboutMFP21002304.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21002304
IVR Number: 21002304
Permit Information
Permit Name: Verizon - MCI
Address/Location:05/17/2021Application Date:1923059047Parcel Number: 900 LIND AVE SW
Permit Type:07/21/2021Issue Date:Franchise
Permit Work Class:07/21/2022Expiration Date:Major Utility
Job Number: 1703MNTH.005_ROW_REN_1644Franchise Type:Telephone
Description: Revision: Verizon to install new conduit and pull fiber cable 1354 LF in the ROW. See attached plans for details.
Permit replaces expired permit MFP19003821.
Pothole all existing utilities. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
HOLLY NORTH
MGC TECHNICAL CONSTULTING, INC
8521 154th Ave NE
REDMOND, WA 98052
B: (206) 618-0651Applicant
Aaron Ledvina
Foresite Group LLC
Applicant
MasTec Representative
MasTec
151 Stewart Rd SW
Pacific, WA 98047
Applicant
Matthew Sapp
Verizon - MCI
Contact
Louise Popelka
Verizon MCI Buisness
3245 158th Ave SE
Bellevue, WA 98008
B: (425) 240-0238Contact
MasTec Representative
MasTec
151 Stewart Rd SW
Pacific, WA 98047
Contact
Robert Apple
MasTec Network Solutions Inc
22257 68th Ave S
Kent, WA 98032
B: (253) 246-4400
C: (206) 683-0179
Contractor
Business License Number: 38949Electrical Contractor: MASTENS863JS
Construction Contractor: MASTENS876KN
RENTON PROPERTY HOLDING LLC 900 LIND AVE SW
FEDERAL WAY , WA 98003
Owner
Amy Ledvina
Verizon - MCImetro
3245 158 Ave SE
Bellevue, WA 98008
H: (425) 505-5651Specialized
Billing
X
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 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency: MCIMETRO ACCESS TRANSMISSION SERVICES CORP.
Franchise Job Number: 1703MNTH.005_ROW_REN_1644 Phone: 206.715.6372
Contact Name: AARON LEDVINA Email: ALEDVINA@FG-INC.NET
Job Site Address: RIGHT-OF-WAY AT NE 48TH ST Project Name:
Description of Work: PROOF AND PULL FIBER CABLE (1326 LF) IN THE RIGHT-OF-WAY OF NE 48TH ST.
PREVIOUSLY APPROVED UNDER PERMIT #MFP19003821 (EXPIRED)
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet: 1326
Contractor Name: MASTEC, INC.Phone: 425.287.8701
State Contractors License #: MASTENA991KJ City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date 5/14/2021
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
900 Lind Ave SW
Scott Warlick 1/10/2022
MFP21002304
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
Verizon to install new conduit and pull fiber 1354 LF in the ROW.
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
PROJECT STATUS: PERMITTINGOUTSIDE PLANT CONSTRUCTIONENGINEERING SERVICESCENTRAL RENTON TO TUKWILA GATEWAYRENTON, WASHINGTONUNDERGROUND CONDUIT INSTALLATIONRIGHT-OF-WAY CONSTRUCTION PERMITMCI PERMIT NUMBER: 1703MNTH.005_ROW_REN_1644SITE CODE: 1703MNTH.005CAPITAL PROJECT #: 072443-001LLCMFP21002304This permit is for Major construction work in the ROW and will be billed at an additional$60/HR for inspections. After hours and weekend work will be billed at $125/HRPOTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS
SHEET INDEXPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-01OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE IIN/AN/AABASUNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAGENERAL PROJECT INFORMATION (A-SERIES)COVER SHEETSHEET INDEXPROJECT OVERVIEWSYMBOL KEYCONTACT INFORMATION (B-SERIES)CONTACT INFORMATION SHEETCONSTRUCTION PLANS (C-SERIES)KEY MAP SHEETSITE PLAN SHEETSSTANDARD NOTES & DETAILS (D-SERIES)GENERAL NOTESCONSTRUCTION DETAIL DRAWINGSSPECIFIC NOTES & DETAILS (E-SERIES)GENERAL NOTESCONSTRUCTION DETAIL DRAWINGSADDITIONAL INFORMATION (F-SERIES)NOT USEDA-00A-01A-02A-03B-01C-00C-01 - C-06 D-01 - D-04E-01 E-02 - E-04N/AMFP21002304
PROJECT OVERVIEWPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-02OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE IIN/AN/AABASUNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAPROJECT SCOPEADDRESS RANGE TABLEPRIMARY STREET ADDRESSESCROSS STREET(S)LINDA AVE SWSW 7TH ST900 - 720500N/AN/APROJECT QUANTITIESINSTALLQNTY2"D CONDUIT (DIRECT. BORE)2"D CONDUIT (MISSILE BORE)30"X48"X24" VAULT(S)1110 LF29 LF036"X60"X36" VAULT(S)124"X36"X24" VAULT(S)02"D CONDUIT (TRENCH)215 LF17"X30"X24" VAULT(S)048"X48"X48" MANHOLE(S)0MFP21002304
PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-03OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE IIN/AN/AABASUNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WASYMBOL KEYMCI PROPOSED CONSTRUCTIONDIRECTIONAL BORE/MISSILE BOREOPEN TRENCH17"X30"X24" VAULT24"X36"X24" VAULT30"X48"X24" VAULT36"X60"X36" VAULTBORE PITMCI EXISTING/FUTURE CONSTRUCTIONEXISTING MCI METRO CONDUITEXISTING MCI METRO VAULTVFUTURE MCI METRO CONDUITOTHER UTILITIESWWWATER LINEFIRE HYDRANTSDSTORMWATER LINESTORMWATER ACCESSSSSSWASTEWATER LINEWWWASTEWATER MANHOLEWATER VALVEOVERHEAD POWER LINEUNDERGROUND POWER LINETFPOWER TRANSFORMEREPOWER MANHOLEJPOWER JUNCTION BOXEPOWER CABINETEVPOWER VAULTPOLESTREET LIGHTTRAFFIC LIGHTWATER METERGAS LINEGAS METERTELECOM MANHOLETELECOM CABINETTELECOM VAULTUNKNOWN MANHOLEGAS VALVEUNKNOWN VAULTTELECOM LINEGMTTCTMHUVMH48"X48"X48" MANHOLEWVSTORMWATER CATCH BASINCBOTHER UTILITIESSIDEWALKEDGE OF PAVEMENTBACK OF CURBRIGHT OF WAYPLANIMETRICSE.O.P.STREET CENTERLINETREEB.O.C.R.O.W.C.L.UG/CUG/CDSMLFUTURE 17"X30"X24" VAULTFUTURE 24"X36"X24" VAULTFUTURE 30"X48"X24" VAULTFUTURE 36"X60"X36" VAULTDSMLSPLICE ENCLOSUREMFP21002304
PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024B-01OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE IIN/AN/AABASUNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WACONTACT INFORMATIONMCI METRO INC.UTILITIESRAILROADSFEDERAL GOVERNMENTOTHERCOUNTY GOVERNMENTSTATE GOVERNMENT1-800-483-4962CITY GOVERNMENTOUTSIDE PLANT ENGINEERING:NAME OF FIRM: MASTEC NORTH AMERICAPERMITTING MANAGER: HENSON SMITHPHONE: 425-287-8701EMAIL: HENSON.SMITH@MASTEC.COMENGINEERING CONTRACTOR:NAME OF FIRM: MASTEC NORTH AMERICAENGINEERING MANAGER: GERALD LUKEPHONE: 503-206-1280EMAIL: GERALD.LUKE@MASTEC.COMCONSTRUCTION CONTRACTOR:NAME OF FIRM: MASTEC NORTH AMERICACONSTRUCTION MANAGER: MATTHEW SMITHPHONE: 253-736-5107EMAIL: MATTHEW.SMITH2@MASTEC.COM(425)896-9830(425)896-9851(253)680-2403(360)395-5425(425)427-9903(206)396-6032(206)255-1961(425)970-7763(425)263-4019(720)387-3342(916)765-2074(425)427-9903(425)462-3852(888)225-5773(425)466-4771STAKE CENTER LOCATING ONE CALL SYSTEM (UTILITY LOCATES)AT&T LONG DISTANCE: DANIEL MCGEOUGHAT&T METRO: CLIFF ROBERTSAT&T MOBILITY/SINGULAR (SOUTH OF I-90): GARY TOPORKE AT&T MOBILITY/CINGULAR: BILL LACOUNTCENTURY LINK: IVAN ESMERALCOMCAST: JILL LOOKCOAL CREEK UTILITY DISTRICT: PATRICK MARTINELI/INTEGRA: ERIC LAYTONFRONTIER COMMUNICATIONS NW: JAY SCHWABLEVEL 3 COMMUNICATIONS: KRISHNA MITCHELL ONEFIBER COMMUNICATIONS: BILL BODINOLYMPIC PIPELINE CO.: TIMOTHY FEHRPUDGET SOUND ENERGY: ANDY SWAYNEPUDGET SOUND ENERGY EMERGENCY DISPATCHPSE/INFRASOURCE: AURELIE JOHANNSONPSE/POTELCO: BOB CARLSENSEATTLE PUBLIC UTILITIES: RICHARD COX(425)864-0496(206)900-4434T-MOBILE USA: NOTICE ADDRESSVERIZON WIRELESS NW: LELAH VAGA1-877-373-0093(425)603-8275XO COMMUNICATIONS/VERIZON WIRELESS: CHRISTOPHER MAPESZAYO FIBER SOLUTIONS: JOSEPH MORTON(206)315-5014(253)255-1917NAME OF FIRM: METRO ACCESS TRANSMISSION SERVICE, CORP. PROJECT MANAGER: BILL JENNESSPHONE: 425-457-6852EMAIL: WILLIAM.JENNESS@VERIZON.COMOUTSIDE PLANT CONTRUCTION:PROJECT SUPERVISOR:FIELD CONSTRUCTION SUPERINTENDENT:MANAGER:RIGHT-OF-WAY:AGENT:MANAGER:PERMITTING CONTRACTORMFP21002304
LIND AVE SWC-01C-02C-03C-04C-05C-06SW 7TH STNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-00SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II CITY OF RENTONN/AABASDATE DESCRIPTION INITIAL
UNDERGROUND CONDUIT INSTALLATION 500 SW 16TH ST,RENTON, WA1703MNTH.005_ROW_REN_1644N/AMFP21002304
GASGASGASGASGASGASGASGASGASJCBCBSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWW900 LIND AVE SW955 LIND AVE SWSW 10TH ST0+001+002+00SEE PERMIT PACKAGE:1703MNTH.005_ROWE_REN_1643VE.O.PB.O.C.C.L.R.O.W.R.O.W.R.O.W.E.O.PC.L.B.O.C.LIND AVE SWINSTALL 209 LF OF1 - 2" HDPE CONDUIT(BORE)EX STORMMAINTAIN 24" MINCLEARANCEPOTHOLE AND RESTORETO STANDARDSEX GASMAINTAIN 24" MINCLEARANCEPOTHOLE AND RESTORETO STANDARDS7'6'4'6'11'DRIVEWAYDRIVEWAYTREESNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-01SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10' 20'40'OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II CITY OF RENTONN/AABASDATE DESCRIPTION INITIAL
UNDERGROUND CONDUIT INSTALLATION 500 SW 16TH ST,RENTON, WA1703MNTH.005_ROW_REN_16441" = 20'MFP21002304
GASGASGASGASGASGASJJJSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWW858 LIND AVE SW865 LIND AVE SW3+004+00E.O.PB.O.C.C.L.R.O.W.R.O.W.R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.LIND AVE SW11'5'12'6'INSTALL 221 LF OF1 - 2" HDPE CONDUIT(BORE)DRIVEWAYDRIVEWAYTREESNORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-02SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10' 20'40'OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II CITY OF RENTONN/AABASDATE DESCRIPTION INITIAL
UNDERGROUND CONDUIT INSTALLATION 500 SW 16TH ST,RENTON, WA1703MNTH.005_ROW_REN_16441" = 20'MFP21002304
GASGASGASGASGASGASJCBCBCBSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWW715 LIND AVE SWLIND AVE SW5+006+00CONTRACTOR TO REPAIRALL AFFECTED SIDEWALKPANELS IN ACCORDANCE WITHALL APPLICABLE STANDARDSJR.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.STA: 5+27BOREPIT / INSTALL (1)36" x 60" x 36" VAULTINSTALL 97 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 123 LF OF1 - 2" HDPE CONDUIT(BORE)EX STORMMAINTAIN 24" MINCLEARANCEPOTHOLE AND RESTORETO STANDARDS6'12'10'3'4'DRIVEWAYTREES13'5'NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-03SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10' 20'40'OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II CITY OF RENTONN/AABASDATE DESCRIPTION INITIAL
UNDERGROUND CONDUIT INSTALLATION 500 SW 16TH ST,RENTON, WA1703MNTH.005_ROW_REN_16441" = 20'MFP21002304
GASGASGASGASGASGASGASJSDSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWW707 LIND AVE SW846 LIND AVE SW7+008+00R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.C.L.B.O.C.LIND AVE SWINSTALL 220 LF OF1 - 2" HDPE CONDUIT(BORE)12'6'DRIVEWAYTREES13'5'NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-04SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10' 20'40'OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II CITY OF RENTONN/AABASDATE DESCRIPTION INITIAL
UNDERGROUND CONDUIT INSTALLATION 500 SW 16TH ST,RENTON, WA1703MNTH.005_ROW_REN_16441" = 20'MFP21002304
GASGASGASGASGASGASGASJSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWW720 LIND AVE SW9+0010+00R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.R.O.W.R.O.W.E.O.PC.L.B.O.C.LIND AVE SWINSTALL 220 LF OF1 - 2" HDPE CONDUIT(BORE)12'7'DRIVEWAYTREES10'6'NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-05SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10' 20'40'OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II CITY OF RENTONN/AABASDATE DESCRIPTION INITIAL
UNDERGROUND CONDUIT INSTALLATION 500 SW 16TH ST,RENTON, WA1703MNTH.005_ROW_REN_16441" = 20'MFP21002304
GASGASGASGASGASGAS GASGASGASGAS GASJ
CBCBCBCBCBCBCBCBCBCBCBSDSDSDSSSSSS
S
S
S
S WWWWWWWWWWWWWWW500 SW 7TH STSW 7TH ST13+5411+00
12+0013+00SEE PERMIT PACKAGE: 1703MNTH.005_ROWE_REN_1645TJR.O.W.E.O.PR.O.W.E.O.P C.L.R.O.W.R.O.W.C.L.B.O.C.B.O.C.B.O.C.B.O.C.C.L.STA: 11+10DIG (1) 5' x 5' BOREPITSTA: 11+39DIG (1) 3' x 3' BOREPITINSTALL 20 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 29 LF OF1 - 2" HDPE CONDUIT(BORE)INSTALL 54 LF OF1 - 2" HDPE CONDUIT (TRENCH)INSTALL 245 LF OF1 - 2" HDPE CONDUIT (TRENCH)12'7'10'4'R.O.W.6'13'TREESTREESCONTRACTOR TO CORE INTOEXISTING MANHOLELIND AVE SW
NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-06SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10' 20'40'OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II CITY OF RENTONN/AABASDATE DESCRIPTION INITIAL
UNDERGROUND CONDUIT INSTALLATION 500 SW 16TH ST,RENTON, WA1703MNTH.005_ROW_REN_16441" = 20'GASGASMFP21002304RESTORATION PER CITY OF RENTON STANDARDS
MCI CONSTRUCTION DETAILS/TYPICALSTYPICAL DIRECTIONAL BORE DETAILFOR CONDUITDIRECTIONAL BORE CROSS SECTIONCOVERHDPE's, AS SPECIFIED & CONDUIT AS SPECIFIED FIBER OPTIC CABLEINNERDUCTS AND/OR E/W ANY NUMBER OF EXISTING GRADETYPICAL DETAILAA4" DIAMETER TO SEAL GAP BETWEEN 2" CONDUIT AND PVC SLEEVE.EPOXY GROUT IS USED AT BOTH ENDS OF CORE BORE (WHERE OCCCURS)CORE BORENOTE:HEADWALL DIAM. CORE BOREEPOXIED INTO 5" SCHEDULE 40 GIP/GRC CONCRETE OR ROCK 4" CORE BORE2" CONDUITTYPICAL DETAILCDIRECTIONAL BORE CROSS SECTIONFOR JOINT CONDUITCOVERCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLEEXISTING GRADETYPICAL DETAIL BAPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-01OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAN/AN/AABASMFP21002304
MIN.TRENCH & PLACE CONDUITEXISTING GRADEBURIED CABLE MARKER TAPECOMPACT BACKFILLS IN 6" LAYERS WITH ROCK FREE MATERIALCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLECOVER12" MIN. BELOW FINISHED GRADE6" MIN.TYPICAL DETAILB12"OPEN CUT CONCRETE OR ASPHALTPLAN VIEWCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLESAW CUT AND REMOVE 2' MIN.TYPICAL DETAILAMCI CONSTRUCTION DETAILS/TYPICALSTYPICAL OPEN TRENCH DETAILCOVERVARIESTRENCH EROSION CONTROLFRONT CROSS SECTION VIEWEXISTING GRADEFILLED BAGSCLEAN BACKFILLTOE OF BANKCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLENOTE: BACKFILL MUST BE MADE WITH ROCK FREE MATERIALNOTES:1. INTERLOCK BAGS INTO TRENCH, ONE LAYER PARALLEL WITH THE CABLE, THE SECOND LAYER CROSSWISE AND THE THIRD LAYER PARALLEL, ETC.. TAMP THE BAGS FIRMLY INTO PLACE AND PLACE THE BAGS SO THEY WILL CONFORM TO THE PREDISTURBED BANK.2. BAGS WILL EXTEND THE FULL WIDTH AND DEPTH OF EXCAVATION TO UNDISTURBED SOIL.SPACE ROWSEQUALLYVARIESEXISTING GRADETOP OF BANKFILLED BAGSSIDE CROSS SECTION VIEWTYPICAL DETAILDAXTRENCH & PLACE JOINT CONDUITEXISTING GRADEBURIED CABLE MARKER TAPECOMPACT BACKFILL IN 6" LAYERS WITH ROCK FREE MATERIAL. 2-SACK SAND-SLURRY BACKFILL MAY BE REQUIRED BY THE LOCAL GOV. AGENCYCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLECONDUIT AS SPECIFIED E/W PULL ROPECOVER.12" MIN. BELOW FINISHED GRADE12" MIN.TYPICAL DETAILCAPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-02OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAN/AN/AABASMFP21002304
MCI CONSTRUCTION DETAILS/TYPICALSRESTORATION DETAILSREMOVE AND RESTORE ASPHALTFOR CONDUITASPHALT OVERLAY (IF REQUIRED)(VARIES PER PERMIT REQUIREMENT)24" MIN.4" MIN.CONCRETE SUB BASEBURIED CABLE MARKER TAPECOMPACT BACKFILLS IN 6" LAYERS WITH ROCK FREE MATERIAL6" MIN.CLEAN BACKFILLCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE6" MIN.3" MIN.CLEAN BACKFILL6" MIN.EXISTING ASPHALT6"TYPICAL DETAILAREMOVE AND RESTORE CONCRETEFOR CONDUITCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE3" MIN.TYPICAL DETAILBPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-03OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAN/AN/AABASMFP21002304
PROFILE VIEWD/L PLAN VIEWJACK & BORE ROADWAYR/WEOPROADWAYEOPGRADEEXISTING DITCH42"MIN.48"MIN.EOP VARIESEOP D/L MIN.5'VARIESVARIESVARIESR/W4" BSP E/W 2-1 1/4 "JACK & BOREJACK & BORE 4" BSP E/W 2-1 1/4 " INDTS.INDTS.42"MIN.DITCHCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED BOTH SIDES & FIBER OPTIC CABLE5'MIN.TYPICAL DETAILAJACK & BORE MAIN TRACKPLAN VIEW15' MIN.PROFILE VIEWR/W
66"MIN.R/W
VARIES15' MIN.JACK & BORE 4" R/W
" INDTS.BSP E/W 2-1 1/4 42" MIN.R/W
OPTIC CABLEBOTH SIDES & FIBER HDPE's, AS SPECIFIED INNERDUCTS AND/OR E/W ANY NUMBER OF CONDUIT AS SPECIFIED TYPICAL DETAILBR/W
R/W
MIN.42"MIN.66"MIN.42"JACK AND BORE DUAL TRACKSR/W
APPROX.PROFILE VIEWVARIES22.5'15'22.5'PLAN VIEWR/W TYPICAL DETAILC66"R/WR/WCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED BOTH SIDES & FIBER OPTIC CABLEJACK & BORE 4" BSP E/W 2-1 1/4 " INDTS.PREFERABLY NOT LESS THAN 4515' MIN.42" MIN.RAILEXISTING GRADEPROFILE VIEWPLAN VIEWJACK & BORE AUXILLARY TRACK15' MIN.MIN.TYPICAL DETAILDEXISTING JACK & BORE 2-1.9" O.D. HDPE5" BSP E/W MIN.42" GRADE48" MIN.H42" MIN.HOPTIC CABLEBOTH SIDES & FIBER HDPE's, AS SPECIFIED INNERDUCTS AND/OR E/W ANY NUMBER OF CONDUIT AS SPECIFIED JACK AND BORE CULVERT2-1.9" O.D. HDPESPILLWAYCONCRETE 5" BSP E/W JACK & BORE PROFILE VIEWVARIESVARIESSPILLWAYCULVERTCONCRETE AND/OR SPILLWAYPLAN VIEWHCULVERT
HTYPICAL DETAILEMCI CONSTRUCTION DETAILS/TYPICALSJACK AND BORE DETAILPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-04OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAN/AN/AABASMFP21002304
CITY OF RENTON GENERAL NOTES AND REQUIREMENTSGENERAL NOTESALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON MUNICIPAL CODE TITLE IV, ALLAPPLICABLE ORDINANCES, THE PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLICRIGHT-OF-WAY (PROWAG), THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ALLWSDOT STANDARDS AND SPECIFICATIONS.1.ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 36" COVER FROM FINISHED GRADE, DITCH BOTTOM, OR NATURALGROUND. REFER TO WSDOT UTILITY MANUAL FOR PIPE COVER REQUIREMENTS ON STATE ROUTES; SR 18, SR 99, SR 161, SR 509.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVEEQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND TOPROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHINTHE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOREACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23-TRAFFIC CONTROL, SHALLAPPLY.12.TEMPORARY EROSION AND SEDIMENTATION CONTROL SHOULD BE IN ACCORDANCE WITH THE KING COUNTY EROSION ANDSEDIMENT CONTROL STANDARD. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATEWITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANINGOPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM.15.ANY EXCAVATION WITHIN PROXIMITY OF TREE DRIP LINES SHALL BE PERFORMED VIA HYDRO VACUUM EXCAVATION.16.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITY DISTRICTS AND PRIVATE PROPERTY OWNERS WHENSUCH PROPERTY IS LIABLE TO INJURY OR DAMAGE THROUGH THE PERFORMANCE OF THE ABOVE WORK. CALL 1-800-424-5555 48HOURS IN ADVANCE FOR UNDERGROUND UTILITY LOCATION. THIS INSTRUCTION DOES NOT RELIEVE THE CONTRACTOR FROMREQUIRED NOTIFICATION OF COUNTY INSPECTORS AS SPECIFIED IN PARAGRAPH 1, ABOVE.9.AFTER COMPLETION OF CONSTRUCTION WORK THE CONTRACTOR SHALL RESTORE ALL RIGHTS OF WAY AND PUBLIC PLACES TOTHE CONDITION WHICH IS EQUIVALENT TO OR BETTER THAN THE CONDITION OF THE RIGHT OF WAY PRIOR TO COMMENCING THEWORK AND TO A CONDITION SATISFACTORY TO THE CITY WITHIN 30 DAYS. CONTRACTOR SHALL REPAIR THE DAMAGE AT ITSSOLE COST AND EXPENSE, WITHOUT DELAY OR INTERRUPTION AND WITHIN THE TIME PERIOD PRESCRIBED BY THE CITY.11.3.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITYOF RENTON, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. ALL PRE-CONSTRUCTION MEETINGSSHALL BE SCHEDULED AT A MAXIMUM OF 14 DAYS PRIOR TO THE JOB START DATE.4.JOBS ARE REQUIRED TO BE CALLED IN FOR JOB START, RE-INSEPCTION AND PROJECT FINAL INSPECTIONS. INSPECTIONS SHALLBE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BYGOING TO MYBUILDINGPERMIT.COM.6.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES.13.ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUEFUNCTION.14.7.WHENEVER PART OF A SQUARE OR SLAB OF EXISTING CONCRETE SIDEWALK OR DRIVEWAY IS CUT OR DAMAGE, THE ENTIRESQUARE OR SLAB SHALL BE REMOVED OR REPLACED. ALL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH THECITY OF RENTON STANDARDS.PERMITTEE SHALL NOT CLEAR, REMOVE OR DISTURB ANY TREES OR VEGETATION IN THE RIGHT OF WAY WITHOUT SUBMITTING AREVEGETATION AND EROSION CONTROL PLAN, IN FORM AND CONTENT ACCEPTABLE TO THE CITY.17.CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS, BUT NOT MORE THANSEVENTY-TWO (72) HOURS, PRIOR TO COMMENCING THE WORK. CREW MUST CALL PERMIT # AND WORK LOCATION EACHMORNING THEY ARE TO BE WORKING IN TOWN TO VERIFY THE START OF WORK. FAILURE TO PROVIDE SUCH NOTICE WILL RESULTIN THE ASSESSMENT OF A JOB START PENALTY CHARGE PER EACH OCCURRENCE, IN ADDITION TO ANY OTHER FEES PROVIDEDFOR IN THIS PERMIT.10.GENERAL NOTES5.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY.WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROLDENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION.THE AGGREGATE WILL BE 3/8 -INCH MINUS.PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-01OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAN/AN/AABASMFP21002304
CITY OF RENTON DETAILS/TYPICALSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-02OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAN/AN/AABASMFP21002304
CITY OF RENTON DETAILS/TYPICALSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-03OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAN/AN/AABASMFP21002304
TEMPORARY EROSION/SEDIMENTATION CONTROLSHEET 1 OF 1 SHEETPrefabricated units may be used in lieu of the designshown on this plan upon approval of the Engineer.Structure shall be constructed such that geotextilematerial shall be fastened to posts creating a seam-less joint.Ensure that ponding height of water does not causeflooding on adjacent roadways or private property.Perform maintenance in accordance with StandardSpecification 8-01.3(15).1.2.3.4.ATTACH WOOD OR METAL CROSSBRACES TO STABILIZE WOODGEOTEXTILEINLETPOST (SEE STD. SPEC. 8-01.3(9)A).COMPACTED NATIVE SOIL2' - 0" MIN.1' - 0" MIN.GRATEFASTEN CROSS BRACES TOGETHER WITHSCREWS, NAILS. NYLON TIES OR WIREINLET(CROSS BRACES NOT SHOWN)(ENTIRE FENCE NOT SHOWNFOR ILLUSTRATIVE PURPOSES)FLOWSILT FENCE ~ SEESTD. PLAN I-30.104"4"BURY GEOTEXTILE IN TRENCHGEOTEXTILE FOR TEMPORARY SILT FENCE~ SEE STD. SPEC 9-33.2(1), TABLE 6INLETTEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED AREASWSDOT-I-40.10-00Size the Below Inlet Grate Device (BIGD) for the storm water structure itwill service.The BIGD shall have a built-in high-flow relief system (overflow bypass).The retrieval system must allow removal of the BIGD without spilling thecollected material.Perform maintenance in accordance with Standard Specification 8-01.3(15).1.2.3.4.OVERFLOW BYPASS5" MAX.TRIMGRATE FRAMEFILTEREDWATERSEDIMENT AND DEBRISSHEET 1 OF 1 SHEETDRAINAGE GRATEBELOW INLET GRATE DEVICEOVERFLOW BYPASS (TYP.)DRAINAGE GRATE~ RECTANGULAR GRATE SHOWNRETRIEVAL SYSTEM (TYP.)BELOW INLET GRATE DEVICENOT TO SCALESTORM DRAIN INLET PROTECTIONWSDOT-I-40.20-00SHEET 1 OF 1 SHEETFABRIC (GEOTEXTILE)(TYPICAL)TYPICAL SILT FENCEWITHOUT BACKUP SUPPORT1.2.3.(WOOD POSTS SHOWN)SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGHTOGETHER TO PREVENT SILT LADEN WATER FROMESCAPING THROUGH THE FENCE AT THE OVERLAP.SEE NOTE 1SEE NOTE 1GEOTEXTILE FOR SILT FENCE ~ SEE STANDARDSPECIFICATION SECTION9-33.2 (1), TABLE 6(STEEL POSTS SHOWN)~~(STEEL POSTS SHOWN)POST ~ SEE STD.SPEC. 8-01.3(9)AGEOTEXTILEFLOWBURY GEOTEXTILEIN TRENCH4"2' - 0" MIN.2' - 0" MIN.FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.) O.C.4"BACKFILLED &COMPACTEDNATIVE SOILFASTEN TO POSTEVERY 6" O.CSELF-LOCKING TIE~NYLON 6/6 (MIN. GRADE),120# MIN. TENSILE STRENGTH, UV STABILIZEDPOST~ WOOD OR STEEL(TYPICAL)4.DURING EXCAVATION, MINIMIZE DISTURBING THE GROUNDAROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTHSURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-RATING FLOWS. COMPACTION MUST BE ADEQUATE TOPREVENT UNDERCUTTING FLOWS.Install the ends of the silt fence to point slightly upslope to preventsediment from flowing around the ends of the fence.Perform maintenance in accordance with Standard Specifications8-01.3(9)A and 8-01.3(15).Splices shall never be placed in low spots or sump locations. Ifsplices are located in low or sump areas, the fence may need to bereinstalled unless the Project Engineer approves the installation.Install s
ilt fencing parallel to mapped contour lines.3/22/13SILT FENCEWSDOT-I-30.15-02SHEET 1 OF 1 SHEETHIGH VISIBILITYSILT FENCE(STEEL POSTS SHOWN)FABRIC (GEOTEXTILE)(TYPICAL)SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHERTO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THEFENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACEDIN LOW SPOTS OR IN SUMP LOCAT
IONS.(WOOD POSTS SHOWN)FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.) O.C.SEE NOTE 1SEE NOTE 1GEOTEXTILE FOR HIGH VISIBILITY SILT FENCECOLOR - ORANGE ~ SEE STANDARDSPECIFICATION SECTION9-33.2 (1), TABLE 6~~POST ~ SEE STD.SPEC. 8-01.3(9)AGEOTEXTILEFLOWBURY GEOTEXTILEIN TRENCHBACKFILLED &COMPACTEDNATIVE SOIL(STEEL POSTS SHOWN)FASTEN GEOTEXTILE TOPOST EVERY 6" (IN.) O.C.TYPICAL HIGH VISIBILITY SILT FENCEWITHOUT BACKUP SUPPORTPOST ~WOOD OR STEEL(TYPICAL)SELF-LOCKING TIE~NYLON 6/6 (M
IN. GRADE),120# MIN. TENSILE STRENGTH, UV STABILIZED1.2.3.4.DURING EXCAVATION, MINIMIZE DISTURBING THE GROUNDAROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTHSURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-RATING FLOWS. COMPACTION MUST BE ADEQUATE TOPREVENT UNDERCUTTING FLOWS.Install the ends of the high visibility silt fence to point slightly upslopeto prevent sediment from flowing around the ends of the fence.Perform maintenance in accordance with Standard Specifications8-01.3(9)A and 8-01.3(15).Splices shall never be placed in low spots or sump locations. Ifsplices are located in low or sump areas, the fence may need to bereinstalled unless the Project Engineer approves the installation.Install silt fencing parallel to mapped contour lines.3/22/13HIGH VISIBILITY SILT FENCEWSDOT-I-30.17-00PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-04OUTSIDE PLANT CONSTRUCTION
(SENECA AVE) UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MNTH.005_ROW_REN_1644CITY OF RENTON500 SW 16TH ST,RENTON, WAN/AN/AABASMFP21002304
N
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
1 11
TCS STAMP:1703MNTH.005_ROW_REN_1644COVER PAGETRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057Julian Morales
TCS # 012813Jʅʙiʋɚ MʝrɪȵeɡAll Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-grade
intersections and/or driveways.
9. A Traffic Control Supervisor is required for all work affecting
ROW.
TRAFFIC CONTROL PLAN COVER PAGE
CONSTRUCTION
CONTRACTOR:
MASTEC
MATTHEW SMITH
253-736-5107
MATTHEW.SMITH2@
MASTEC.COM
OUTSIDE PLANT
ENGINEERING:
MCI
BILL JENNESS
425-457-6852
WILLIAM.JENESS@
VERIZON.COM
ENGINEERING
CONTRACTOR:
MASTEC
GERALD LUKE
503-206-1280
GERALD.LUKE@
MASTEC.COM
www.invarion.com
SW 12TH ST 30MPH
ROAD
WORK
AHEAD
W20-1
ROAD
WORKAHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W4-2
RIGHT LANECLOSEDAHEAD
W20-5X
X
X
L
B
LIND AVE SW 30MPH
100' MIN
MATCHLINE
SHEET 3
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
2 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
SHEET 2 TCP IS FOR
SHEET C-01 -C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
SW 10TH ST 30MPH
V
SW GRADY WAY 35MPH
15'
200'
ROAD
WORK
AHEAD
W20-1
ROADWORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
X
X
X
L
B
SIDEWALK CLOSED
AHEAD
CROSS HERE
R9-11(L)
SIDEWALK
CLOSED
R9-9
LIND AVE SW 30MPH
MATCHLINE
SHEET 2
MATCHLINE
SHEET 3
MATCHLINESHEET 3MATCHLINE
SHEET 4
ROADCLOSED
R11-2 PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
3 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
SHEET 3 TCP IS FOR
SHEET C-01 -C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
CONSTRUCTION SHALL NOTIFY ADDRESSES WHERE
ACCESS POINT IS CLOSED OF TIMES & DATES OF WORK.
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
900 LIND AVE SW
LIND AVE SW30MPH
V
846 LIND AVE SE
15'
200'
15'
75'
15'
145'ROADCLOSED
R11-2
ROADCLOSED
R11-2
SIDEWALKCLOSED
R9-9
SIDEWALK
CLOSED
R9-9
12'12'12'11'
12'12'12'11'
MATCHLINE
SHEET 3
MATCHLINE
SHEET 4
MATCHLINESHEET 4MATCHLINE
SHEET 5
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
4 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
SHEET 4 TCP IS FOR
SHEET C-01 -C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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 roadwayconditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
CONSTRUCTION SHALL NOTIFY ADDRESSES WHERE
ACCESS POINT IS CLOSED OF TIMES & DATES OF WORK.
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
BP
SW 7TH ST 30MPH
15'
140'
LIND AVE SW30MPH
15'
65'
SIDEWALKCLOSED
R9-9
SIDEWALKCLOSED
R9-9
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
ROAD
WORK
AHEAD
W20-1
ROAD
WORKAHEAD
W20-1
R3-6R
12'12'12'11'
MATCHLINE
SHEET 4
Plan Scale
1 : 600 (1'' = 50')
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
5 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
SHEET 5 TCP IS FOR
SHEET C-01 -C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
NBUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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 roadwayconditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40 BORE
www.invarion.com
846 LIND AVE SE
ROADCLOSED
R11-2
ROAD
WORK
AHEAD
W20-1
W4-2
RIGHT LANECLOSEDAHEAD
W20-5
X
X
X
L
B
LIND AVE SW30MPH
MATCHLINESHEET 6MATCHLINE
SHEET 8
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
6 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
SHEET 6 TCP IS FOR
SHEET C-01 -C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
CONSTRUCTION SHALL NOTIFY ADDRESSES WHERE
ACCESS POINT IS CLOSED OF TIMES & DATES OF WORK.
Plan Scale
1 : 600 (1'' = 50')
PLACE SIGN ON NE CORNER OF SW
GRADY WAY & LIND AVE SW.
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(L)
www.invarion.com
15'
12'12'12'11'
R3-6R
ROAD
WORK
AHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5 W4-2
X X X L B=370'
X
X
X
L
B
LIND AVE SW 30MPH
SW 7TH ST 30MPH MATCHLINESHEET 8MATCHLINESHEET 7PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
7 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
SHEET 7 TCP IS FOR
SHEET C-01 -C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
BP
BP
SW 7TH ST 30MPH
DSHS
500 SW 7TH ST
ROADCLOSED
R11-2
ROADCLOSED
R11-2
15'
290'
12'12'12'11'
12'
12'
12'
12'
SIDEWALKCLOSED
R9-9
SIDEWALK CLOSED
CROSS HERE
R9-11a(L)
SIDEWALK CLOSED
CROSS HERE
R9-11a(R)
R3-6R
SIDEWALK
CLOSED
R9-9
ROAD
WORK
AHEAD
W20-1
SIDEWALK CLOSED
AHEAD
CROSS HERE
R9-11(R)
XXXLB=370'100'15'
X
X
X
L
B
LIND AVE SW 30MPH
MATCHLINE
SHEET 6MATCHLINESHEET 8MATCHLINESHEET 7ROADWORKAHEAD
W20-1
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
8 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
SHEET 8 TCP IS FOR
SHEET C-01 -C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
CONSTRUCTION SHALL NOTIFY ADDRESSES WHERE
ACCESS POINT IS CLOSED OF TIMES & DATES OF WORK.
BORE
TRENCH
Plan Scale
1 : 600 (1'' = 50')
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
www.invarion.com
MH
SW 7TH ST 30MPH
DSHS
500 SW 7TH ST
24'
65'12'
12'
12'
12'
ROADCLOSED
R11-2
ROADWORKAHEAD
W20-1
ROADWORKAHEAD
W20-1 RIGHT LANECLOSEDAHEAD
W20-5
W4-2
X X X L L L/2 B
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5
W4-2
X
X
X
L
ROADWORKAHEAD
W20-1
LIND AVE SW30MPH
P
LEFT LANECLOSED
AHEAD
W20-5W4-2
XXXLL/2B
KEEP
RIGHT
R4-7bW20-7a
W20-7a
ROAD
CLOSED
R11-2
W20-7a
W20-7a
BE PREPARED
TO STOP
W3-4
X
X
X
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
9 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
SHEET 9 TCP IS FOR
SHEET C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
Bus Stop
Cone
Man Hole
Sign Stand
Traffic Light
P
U.P.O
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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 roadwayconditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
CONSTRUCTION SHALL NOTIFY ADDRESSES WHERE
ACCESS POINT IS CLOSED OF TIMES & DATES OF WORK.
TRENCH
Plan Scale
1 : 600 (1'' = 50')
WHEN STEEL PLATES ARE USED,
SIGNS NEED TO BE SET IN ADVANCE
WARNING SEQUENCE AT ALL TIMES.
STEELPLATESAHEAD
W8-24
MOTORCYCLESUSEEXTREME CAUTION
ROADWORKAHEAD
W20-1
1 2 3
www.invarion.com
Provide 2 UPO to
control intersection
DSHS
500 SW 7TH ST
LIND AVE SW 30MPH
12'
12'
12'
12'24'
75'XXXLLL/2B
ROAD
WORK
AHEAD
W20-1 MATCHLINESHEET 11MATCHLINESHEET 10MH
SW 7TH ST 30MPH
W4-2
RIGHT LANE
CLOSEDAHEAD
W20-5 W20-7a
P
ROADWORKAHEAD
W20-1
W20-7a
BE PREPARED
TO STOP
W3-4
X
X
X
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSEDAHEAD
W20-5
W4-2
X
X
X
L
W20-7a
W20-7a
X X X L
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
10 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
W/ SHIFT
SHEET 10 TCP IS FOR
SHEET C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
Bus Stop
Cone
Man Hole
Sign Stand
Traffic Light
P
U.P.O
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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 roadwayconditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
TRENCH
Plan Scale
1 : 600 (1'' = 50')
WHEN STEEL PLATES ARE USED,
SIGNS NEED TO BE SET IN ADVANCE
WARNING SEQUENCE AT ALL TIMES.
STEELPLATESAHEAD
W8-24
MOTORCYCLESUSEEXTREME CAUTION
ROAD
WORKAHEAD
W20-1
1 2 3
www.invarion.com
Provide 2 UPO to
control intersection
SW 7TH ST 30MPH
ROAD
WORK
AHEAD
W20-1W4-2
RIGHT LANECLOSEDAHEAD
W20-5
XXXLLL/2B
RENTON SCHOOL DISTRICT
300 SW 7TH ST
MATCHLINESHEET 10W1-4
R3-2
R3-2
PROJECT ID NUMBER
1703MNTH.005_ROW_
REN_1644
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
500 SW 16TH ST
JM
12/6/2021
11 11
TCS STAMP:1703MNTH.005_ROW_REN_1644RIGHT LANE CLOSURE
W/ SHIFT
SHEET 11 TCP IS FOR
SHEET C-06 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN12/6/2021 by:
MASTEC253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
Arrowboard (Chevron)
Bus Stop
Cone
Man Hole
Sign Stand
Traffic Light
P
U.P.O
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(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.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
Plan Scale
1 : 600 (1'' = 50')
WHEN STEEL PLATES ARE USED, SIGNS NEED TO BE SET IN ADVANCE
WARNING SEQUENCE AT ALL TIMES.
STEELPLATES
AHEAD
W8-24
MOTORCYCLESUSEEXTREME CAUTION
ROAD
WORK
AHEAD
W20-1
1 2 3
www.invarion.com
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21002304
(Date)(Signature)
Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES