HomeMy WebLinkAboutMFP18003176DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP18003176
IVR Number: 18003176
Permit Informaon
Permit Name:Verizon - MCI
Address/Locaon :06/13/2018Application Date:2823059009Parcel Number:16840 116TH AVE SE
Permit Type:06/13/2018Issue Date:Franchise
Permit Work Class:06/13/2019Expiration Date:Minor Utility
Job Number:116th AVE SE Franchise Type:Telephone
Description:APPROVED WITH COMMENTS OR REDLINES. PRE CONSTRUCTION MEETING AT CITY HALL REQUIRED. THIS
PERMIT IS FOR MAJOR CONSTRUCTION WORK IN THE ROW AND WILL BE BILLED AT AN ADDITIONAL $60/HR
FOR INSPECTIONS. AFTER HOURS WORK AND WEEKEND WORK WILL BE CHARGED AT $75/HR.
Install 901' of 2" DIA conduit in ROW of 116th Ave SE via directional bore. Bore across 116th Ave SE and install 3 new
vaults. 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
Matthew Sapp
Verizon - MCI
Contact
Robert Apple
Mastec Network Solutions Inc
22263 68th Ave S
Kent, WA 98032
B: (253) 246-4400
C: (206) 683-0179
Contractor
Construction Contractor: MASTENS876KN
ERICSSON INC 6300 Legacy Dr
Plano, TX 75024-3607
B: (972) 583-1049Contractor
Louise Popelka
Verizon MCI Buisness - Billing
3245 158th Ave SE
Bellevue, WA 98008
B: (425) 240-0238Specialized
Billing
X
General Condions & 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.
This permit and plans must be posted at the job site at all times.
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.
Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
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.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 | Published: 3/30/2017
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: 3/30/2017
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the
Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for
trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/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
MCIMETRO ACCESS TRANSMISSION SERVICES CORP.
ARNALDO BLANCO
(787)349-2690
ablanco@fg-inc.net
(1315 TO 2401) SE PUGET DR & (16561 - 16840) SE 116TH AVE 1703MOCF.002_ROW_REN_0026
INSTALL 3767 LF OF 2 IN DIA CONDUIT ON ROW OF SE PUGET DR (FROM 1315 TO 2401) VIA DIRECTIONAL BORE,
2 CROSSINGS OF SE PUGET DR AND INSTALLING 7 NEW MCI VAULTS IN THE ROW. INSTALL 901 LF OF 2 IN DIA CONDUIT ON
ROW OF 116TH AVE SE (FROM 16561 TO 16840) VIA DIRECTIONAL BORE, MISSILE BORING ACROSS 116TH AVE SE AND INSTALLING 3 NEW MCI VAULTS.
4668
MASTEC, INC.(509)823-0965
MASTENA991KJ TBD
04/27/2018
4
4
MFP18003176
This permit is a major
Scott Warlick 5/1/2018
Justin Johnson 5-16-2018
Pre construction meeting at city hall required.
This permit will be broken up
into 2 Separate permits. Work
on SE Puget Drive will be under
permit MFP18002291. Work on
116th Ave SE will be under
permit MFP18003176
MFP18003176
Justin Johnson
5-16-2018
9:00 am to 3:00 pm
Monday through Friday
MFP18003176
PROJECT LOCATIONCITY OF RENTONPROJECT TITLE:11806 SE 192ND ST (PANTHER LAKE) PHASE IIPERMIT NUMBER:1703MOCF.002_ROW_REN_00261703MOCF.006_ROW_REN_0023SITE CODE:1703MOCF.0021703MOCF.006 1 - COVER SHEET AND PROJECT LOCATION 2-20 - TRAFFIC CONTROL PLANSCONTACT PERSON:SHEET INDEX:Fibe SolutionsProject ManagerRon Desmet604 W Meeker St, Suite 103Kent, Washington 98032(Cell) 206.571.2230(Email) rdesmet@fibesolutions.comForesite GroupPermitting ManagerArnaldo Blanco, PE3000 East Cesar Chavez, Suite 400Austin, TX 78702(Office) 770.368.1399(Fax) 770.368.1944(Cell) 787.349.2960(Email) ablanco@fg-inc.netWORK AREA(1703MOCF.006_ROW_REN_0023)TCP 19-20WORK AREA(1703MOCF.002_ROW_REN_0026)TCP 1-18MFP18003176
116TH AVE SESE 168TH ST116TH AVE SEROADAHEADWORKROADAHEADWORKROADAHEADWORKROADAHEADWORK116TH AVE SESE 168TH STCONTACT INFO:FIBE SOLUTIONSPROJECT MANAGERRON DESMET206.571.2230TYPE OF WORK:WORK HOURS:UNDERGROUNDM-F 7AM-5PMPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.MINIMUM WEIGHT 15,OOO LBS.*SIGN SPACING = X (FEET)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.GENERAL NOTES:TRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEFOR UNDERGROUND REFERENCE PLAN SETSE 169TH ST STAGING /WORK AREACLOSEDSIDEWALKCLOSEDSIDEWALKROADAHEADWORKRIGHT LANEAHEADCLOSEDKEEPRIGHTMFP18003176
116TH AVE SESE 168TH ST116TH AVE SEROADAHEADWORKROADAHEADWORKROADAHEADWORKROADAHEADWORKROADAHEADWORK116TH AVE SEWORK AREASE 168TH STCONTACT INFO:FIBE SOLUTIONSPROJECT MANAGERRON DESMET206.571.2230TYPE OF WORK:WORK HOURS:UNDERGROUNDM-F 7AM-5PMPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.MINIMUM WEIGHT 15,OOO LBS.*SIGN SPACING = X (FEET)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.GENERAL NOTES:TRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEFOR UNDERGROUND REFERENCE PLAN SETSE 169TH ST
CENTER LANEAHEADCLOSEDSTAGING AREACLOSEDSIDEWALKCLOSEDSIDEWALKMFP18003176center lane closedahead
116TH AVE SESE 168TH ST116TH AVE SE116TH AVE SESE 168TH ST CONTACT INFO:FIBE SOLUTIONSPROJECT MANAGERRON DESMET206.571.2230TYPE OF WORK:WORK HOURS:UNDERGROUNDM-F 7AM-5PMPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.MINIMUM WEIGHT 15,OOO LBS.*SIGN SPACING = X (FEET)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.GENERAL NOTES:TRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEFOR UNDERGROUND REFERENCE PLAN SETSE 169TH ST KEEPRIGHTBEPREPAREDTO STOPROADAHEADWORKRIGHT LANEAHEADCLOSEDBEPREPAREDTO STOPROADAHEADWORKPOLICEOFFICERSTAGING / WORK AREAROADAHEADWORKBEPREPAREDTO STOPROADAHEADWORKRIGHTCLOSEDTWO LANESAHEADKEEPRIGHTKEEPRIGHTCLOSEDSIDEWALKCLOSEDSIDEWALKKEEPRIGHTCLOSEDSIDEWALKKEEPRIGHTROADAHEADWORKCENTER LANEAHEADCLOSEDBEPREPAREDTO STOPSTAGING AREACLOSEDSIDEWALKMFP18003176
116TH AVE SESE 168TH ST116TH AVE SE116TH AVE SESE 168TH ST CONTACT INFO:FIBE SOLUTIONSPROJECT MANAGERRON DESMET206.571.2230TYPE OF WORK:WORK HOURS:UNDERGROUNDM-F 7AM-5PMPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.MINIMUM WEIGHT 15,OOO LBS.*SIGN SPACING = X (FEET)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.GENERAL NOTES:TRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEFOR UNDERGROUND REFERENCE PLAN SETSE 169TH ST KEEPRIGHTBEPREPAREDTO STOPROADAHEADWORKRIGHT LANEAHEADCLOSEDPOLICEOFFICERROADAHEADWORKBEPREPAREDTO STOPROADAHEADWORKKEEPRIGHTKEEPRIGHTWORKAREASTAGING AREACLOSEDSIDEWALKCENTER LANEAHEADCLOSEDBEPREPAREDTO STOPROADAHEADWORKCENTER LANEAHEADCLOSEDROADAHEADWORKCENTER LANEAHEADCLOSEDBEPREPAREDTO STOPCLOSEDSIDEWALKKEEPRIGHTMFP18003176
116TH AVE SESE 168TH ST116TH AVE SE116TH AVE SESE 168TH ST CONTACT INFO:FIBE SOLUTIONSPROJECT MANAGERRON DESMET206.571.2230TYPE OF WORK:WORK HOURS:UNDERGROUNDM-F 7AM-5PMPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.MINIMUM WEIGHT 15,OOO LBS.*SIGN SPACING = X (FEET)ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.GENERAL NOTES:TRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEFOR UNDERGROUND REFERENCE PLAN SETSE 169TH ST KEEPRIGHTROADAHEADWORKCENTER LANEAHEADCLOSEDBEPREPAREDTO STOPBEPREPAREDTO STOPROADAHEADWORKRIGHT LANEAHEADCLOSEDPOLICEOFFICERROADAHEADWORKBEPREPAREDTO STOPROADAHEADWORKSTAGING AREACLOSEDSIDEWALKCLOSEDSIDEWALKCENTER LANEAHEADCLOSEDBEPREPAREDTO STOPROADAHEADWORKCENTER LANEAHEADCLOSEDWORK AREAKEEPRIGHTCLOSEDSIDEWALKCLOSEDSIDEWALKSHOULDERCLOSEDKEEPRIGHTKEEPRIGHTMFP18003176
CAPITAL PROJECT #: 072443-00111500 PUGET DR (ROYAL HILL) PHASE IIMCI PERMIT NUMBER: 1703MOCF.002_ROW_REN_0026PROJECT STATUS: PERMITTINGSTATUS DATE: 04/27/2018OUTSIDE PLANT CONSTRUCTIONUNDERGROUND CONDUIT INSTALLATIONSITE CODE: 1703MOCF.002ENGINEERING SERVICESRENTON, WASHINGTONRIGHT-OF-WAY CONSTRUCTION PERMITMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0104/27/2018ABMA11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, 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-00 C-01 - C-23D-01 - D-02 D-03 - D-10E-01E-02 - E-04N/AMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0204/27/2018ABMA11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAPROJECT SCOPEADDRESS RANGE TABLEPRIMARY STREETADDRESSESCROSS STREET(S)S PUGET DR116TH AVE SE1315 - 240116561 - 16840ROLLING HILLS AVE SE, S PUGET DRE 168TH, 116TH AVE SEPROJECT QUANTITIESINSTALLQNTY2"D PVC COND. (MISSILE BORE)2"D PVC COND. (TRENCH)17"X30"X24" VAULT(S)132 LF24 LF530"X48"X36" VAULT(S)124"X36"X24" VAULT(S)42"D PVC COND. (DIRECT. BORE)4512 LFMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0304/27/2018ABMA11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WASYMBOL KEYMCI PROPOSED CONSTRUCTIONLMPEDSXLDIRECTIONAL BOREOPEN TRENCH17"X30"X24" VAULT24"X36"X24" VAULT24"X36"X36" VAULT30"X48"X36" VAULT36"X76"X42" VAULTBORE PITMCI EXISTING/FUTURE CONSTRUCTIONEXISTING MCI METRO CONDUITEXISTING MCI METRO VAULTFUTURE 17"X30"X24" VAULTFUTURE 24"X36"X24" VAULTFUTURE 24"X36"X36" VAULTFUTURE 30"X48"X36" VAULTFUTURE 36"X76"X42" VAULTLXLMSPEDVFUTURE MCI METRO CONDUITOTHER UTILITIESWATER LINEFIRE HYDRANTSDSTORMWATER LINESTORMWATER ACCESSWASTEWATER LINEWWWASTEWATER MANHOLEWATER VALVEOVERHEAD POWER LINEUNDERGROUND POWER LINETFPOWER TRANSFORMEREPOWER MANHOLEJPOWER JUNCTION BOXEPOWER CABINETEVPOWER VAULTPOLESTREET LIGHTTRAFFIC LIGHTWATER METERGAS LINEGAS METERTELECOM MANHOLETELECOM CABINETTELECOM VAULTUNKNOWN MANHOLEGAS VALVEUNKNOWN VAULTTELECOM LINEGMTTCTMHUVMHPROPOSED MANHOLEWVSTORMWATER CATCH BASINCBMFP18003176
CONTACT INFORMATIONONE CALL SYSTEM (UTILITY LOCATES)MCI METRO INC.UTILITIESMCI UTILITY LOCATE RAILROADSFEDERAL GOVERNMENTOTHERCOUNTY GOVERNMENTSTATE GOVERNMENT1-800-624-9675CITY GOVERNMENTPROJECT: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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0104/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAOUTSIDE PLANT ENGINEERING:OUTSIDE PLANT CONSTRUCTION:RIGHT-OF-WAY:CONTRACTS:OTHERS:ENGINEERING CONTRACTOR:CONSTRUCTION CONTRACTOR:SENIOR PROJECT ENGINEER:LOUISE POPELKAPROJECT ENGINEER:ALAN BARPROJECT SUPERVISOR:FIELD CONSTRUCTION SUPERINTENDENT:MANAGER:AGENT:MANAGER:NAME OF FIRM:MASTECPROJECT MANAGER:ERIKA YOUNGPROJECT SUPERVISOR:CASEY CHRISTLIEBNAME OF FIRM:FORESITE GROUPPROJECT MANAGER:LUKE RICKELPROJECT ENGINEER:ARNALDO BLANCO(210)722-6429(787)349-2960(267)969-0345(509)823-0965(425)240-0238(425)599-9244AT&T LONG DISTANCE: DANIEL MCGEOUGHAT&T METRO: CLIFF ROBERTS(425)896-9830(425)896-9851AT&T MOBILITY/SINGULAR (SOUTH OF I-90): GARY TOPORKEAT&T MOBILITY/CINGULAR: BILL LACOUNT(253)680-2403(360)395-5425CENTURY LINK: IVAN ESMERALCOMCAST: JILL LOOK(425)427-9903(206)396-6032COAL CREEK UTILITY DISTRICT: PATRICK MARTINELI/INTEGRA: ERIC LAYTON(206)255-1961(425)970-7763FRONTIER COMMUNICATIONS NW: JAY SCHWAB(425)263-4019LEVEL 3 COMMUNICATIONS: KRISHNA MITCHELLONEFIBER COMMUNICATIONS: BILL BODIN(720)387-3342(916)765-2074OLYMPIC PIPELINE CO.: TIMOTHY FEHRPUDGET SOUND ENERGY: ANDY SWAYNE(425)427-9903(425)462-3852PUDGET SOUND ENERGY EMERGENCY DISPATCHPSE/INFRASOURCE: AURELIE JOHANNSON(888)225-5773(425)466-4771PSE/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)255-1917PROJECT MANAGER:CIARA MCDONNELL-RAY(425)606-7704CITY OF RENTONDEVELOPMENT SERVICES REPRESENTATIVE:HOLLY POWER(425)430-7266CITY OF RENTONTRANSPORTATION SYSTEMS DIVISION:CCHRIS BARNES(425)430-7200MFP18003176
C-01C-02C-03C-04C-05C-06C-07C-08C-09C-10C-11C-12C-13C-14C-15C-16C-17C-18C-19C-20C-21C-22C-23S PUGET DR116TH AVE SESE 168TH STS PUGET DRNORTHPROJECT: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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0004/27/2018ANY CURB, GUTTER OR SIDEWALK REPAIR TO BE DONE INACCORDANCE WITH CITY OF RENTON STANDARDS. SEESECTION E FOR SPECIFICATIONSSIDEWALKE.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.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.CITY OF RENTONN/AABMADATE DESCRIPTION INITIAL
11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 11500 PUGET DRRENTON, WA1703MOCF.002_ROW_REN_0026N/AMFP18003176
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2'3'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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-1904/27/20181" = 20'ANY CURB, GUTTER OR SIDEWALK REPAIR TO BE DONE INACCORDANCE WITH CITY OF RENTON STANDARDS. SEESECTION E FOR SPECIFICATIONSSIDEWALKE.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.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.CITY OF RENTONN/AABMADATEDESCRIPTIONINITIAL11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 11500 PUGET DRRENTON, WA1703MOCF.002_ROW_REN_0026MFP18003176
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WVA3+00A4+00116TH AVE SENORTHPROJECT: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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-2004/27/20181" = 20'ANY CURB, GUTTER OR SIDEWALK REPAIR TO BE DONE INACCORDANCE WITH CITY OF RENTON STANDARDS. SEESECTION E FOR SPECIFICATIONSSIDEWALKE.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.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.CITY OF RENTONN/AABMADATEDESCRIPTIONINITIAL11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 11500 PUGET DRRENTON, WA1703MOCF.002_ROW_REN_0026MFP18003176
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11505 SE 168TH ST16823 116TH AVE SEC.LE.O.P.R.O.W.R.O.W.C.LR.O.W.E.O.P.R.O.W.E.O.P.C.LR.O.W.R.O.W.E.O.P.R.O.W.116TH AVE SEA5+00A6+00C.LR.O.W.E.O.P.9'2'
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8'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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-2104/27/20181" = 20'ANY CURB, GUTTER OR SIDEWALK REPAIR TO BE DONE INACCORDANCE WITH CITY OF RENTON STANDARDS. SEESECTION E FOR SPECIFICATIONSSIDEWALKE.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.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.CITY OF RENTONN/AABMADATEDESCRIPTIONINITIAL11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 11500 PUGET DRRENTON, WA1703MOCF.002_ROW_REN_0026MFP18003176
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16827 116TH AVE SE16823 116TH AVE SEC.LE.O.P.R.O.W.R.O.W.R.O.W.A7+00A8+00
A9+00A9+01C.LR.O.W.E.O.P.C.LE.O.P.R.O.W.R.O.W.C.LR.O.W.E.O.P.E.O.P.3'8'116TH AVE SE3'7'
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7'2'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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-2204/27/20181" = 20'ANY CURB, GUTTER OR SIDEWALK REPAIR TO BE DONE INACCORDANCE WITH CITY OF RENTON STANDARDS. SEESECTION E FOR SPECIFICATIONSSIDEWALKE.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.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.CITY OF RENTONN/AABMADATEDESCRIPTIONINITIAL11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 11500 PUGET DRRENTON, WA1703MOCF.002_ROW_REN_0026MFP18003176
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116TH AVE SE11525 SE 169TH ST16840 116TH AVE SEA8+00 A9+00A9+01C.LE.O.P.R.O.W.R.O.W.C.LR.O.W.E.O.P.E.O.P.C.LR.O.W.R.O.W.E.O.P.E.O.P.2'6'6'1'7'2'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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-2304/27/20181" = 20'ANY CURB, GUTTER OR SIDEWALK REPAIR TO BE DONE INACCORDANCE WITH CITY OF RENTON STANDARDS. SEESECTION E FOR SPECIFICATIONSSIDEWALKE.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.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.CITY OF RENTONN/AABMADATEDESCRIPTIONINITIAL11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 11500 PUGET DRRENTON, WA1703MOCF.002_ROW_REN_0026MFP18003176
MCI METRO GENERAL NOTES AND REQUIREMENTSGENERAL NOTESMCI OSP CONSTRUCTION GENERAL REQUIREMENTSTOOLS AND EQUIPMENT SPECIFICALLY DESIGNED FOR THE JOB AT HAND ARE REQUIRED. USE THE PROPER TOOLFOR THE JOB.PROTECTING MCI FACILITIES IS EXTREMELY IMPORTANT; HOWEVER, SAFETY REGARDING YOURSELF AND OTHERS ISTHE MOST IMPORTANT PART OF ANY PROJECT.CONTRACTORS ARE NOT ALLOWED TO CUT ANY CABLE. CABLES SCHEDULED FOR REMOVAL WILL BE CUT BY MCIOPERATIONS PERSONNEL, AND ONLY AFTER VERIFICATION THAT ALL TRAFFIC HAS BEEN OFF-LOADED.ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS MUST BE FOLLOWED WITHOUT EXCEPTION.PERSONAL PROTECTIVE EQUIPMENT APPROPRIATE FOR THE SPECIFIC WORK SITE SHALL BE USED AT ALL TIMES.AT A MINIMUM, HARD HAT, SAFETY SHOES/STEEL-TOED BOOTS, AND FLORESCENT ORANGE OR GREEN WORK VESTARE REQUIRED UPON ENTERING ANY MCI WORK SITE.USE OF INTOXICANTS, DRUGS, INHALANTS OR ANY OTHER SUBSTANCES THAT MAY IMPAIR ALERTNESS ARE STRICTLYPROHIBITED.EXTREME CAUTION MUST BE USED AT ALL TIMES WHEN WORKING ON OR NEAR ACTIVE CABLES. AN MCI EMPLOYEEOR CONTRACT REPRESENTATIVE MUST APPROVE AND BE PRESENT PRIOR TO AND DURING ALL CABLE HANDLINGACTIVITIES.CONDUIT WORK INVOLVING ACTIVE CABLES REQUIRES SPECIALIZED TOOLS SPECIFICALLY DESIGNED TO ACCESSDUCTS WITH ACTIVE CABLES.MCI COMPRISES THE FOLLOWING OPERATING ENTITIES:-MCI COMMUNICATIONS SERVICES, INC.-MCI METRO ACCESS TRANSMISSION SERVICES, LLC-MCI METRO ACCESS TRANSMISSION SERVICES OF VIRGINIA, INC.-MCI METRO ACCESS TRANSMISSION SERVICES OF MASSACHUSETTS, INC.-METROPOLITIAN FIBER SYSTEMS OF NEW YORK, INC.1.2.ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATINGGOVERNMENTAL AGENCY, MCI METRO, OR THE RIGHT-OF-WAY GRANTOR.LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED FROM DATED RAILROAD VALUATION MAPS OR OTHERDRAWINGS, AND MAY BE AS SHOWN OR DEPICTED ON THESE DRAWINGS.3.UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS, BUT ARE NOTNECESSARILY EXACT. THEREFORE, UTILITY LOCATIONS WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF TRENCHING ORPLOWING, SO THAT CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICT.4.ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON SITE PLAN. ANY AND ALL OTHERS ENCOUNTERED ARE ALSO THERESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.5.ANY AND ALL IMPROVEMENTS, SUCH AS ASPHALT OR CONCRETE PAVEMENT, CURBS, GUTTERS, WALKS, DRAINAGE DITCHES,EMBANKMENTS, SHRUBS, TREES, GRASS SOD, ETC., IF DAMAGED, SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITIONS.6.EQUIPMENT TYPES SPECIFIED HEREIN (ie: "BACKHOE" "SWAMP PLOW", ETC.) ARE SUGGESTIONS ONLY AND ARE NOT INTENDEDAS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED AS TO EXCEPTIONS.7.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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0104/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
FIBER OPTIC CABLE UNCOVERING SYSTEMPRIOR TO ANY EXCAVATION, THE MCI EMPLOYEE OR CONTRACT REPRESENTATIVE MUST VERIFY THE INITIALLOCATE MARKS COMPLETED BY MCI OPERATIONS. DO NOT TRUST LOCATE RESULTS COMPLETED BY OTHERS!THE MCI OR CONTRACT REPRESENTATIVE MUST LOCATE THE CABLE RUNNING LINE BY MAKING AT LEASTONE PASS IN EACH DIRECTION. LOCATE RESULTS MUST THEN BE COMPARED WITH PREVIOUS MARKS ANDTHE AS-BUILTS.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 3 FEET OF THE CABLE, THE CABLEROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTED BY MARKER FLAGS PLACEDEVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE (ALL POTHOLES MUST BE COMPLETED BY HANDDIGGING OR VACUUM EXCAVATION) A MINIMUM OF EVERY 15 FT., THEN EXPOSE THE ENTIRE LENGTH OF THECABLE BY HAND DIGGING OR VACUUM EXCAVATION.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 15 FEET (BUT NOT CLOSER THAN 5 FEET)OF THE CABLE, THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTEDBY MARKER FLAGS PLACED EVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE AMINIMUM OF EVERY 30 FT.IF THE PROPOSED WORK INVOLVES DIGGING OR EXCAVATING WITHIN 5 FEET (BUT NOT CLOSER THAN 3 FEET)OF THE CABLE, THE CABLE ROUTE WILL BE MARKED CONTINUALLY WITH ORANGE PAINT AND SUPPLEMENTEDBY MARKER FLAGS PLACED EVERY 10 FT. THE EXCAVATION CONTRACTOR MUST POTHOLE THE CABLE AMINUMUM OF EVERY 15 FT.THE CABLE WILL ALSO BE POTHOLED AT ANY CHANGE IN THE RUNNING LINE OF MORE THAN 1 FT. IN ANYDIRECTION, ANYTIME THE ACCURACY OF THE ELECTRONIC LOCATE IS QUESTIONED, OR THE MARKED RUNNINGLINE DOES NOT MATCH THE AS-BUILTS.NO MECHANICAL EXCAVATION WITHIN 3 FT. OF OSP FACILITIES WILL BE ALLOWED UNLESS THE FACILITIESHAVE FIRST BEEN PROPERLY LOCATED, POTHOLED, POSITIVELY IDENTIFIED, CONTINUOUSLY EXPOSED BY HANDDIGGING OR VACUUM EXCAVATION, AND THE FACILITES ARE CLEARLY VISIBLE.IN ADDITION, MECHANICAL EXCAVATION WITHIN 3 FT. OF OSP FACILITIES REQUIRES ON-SITE PRIOR APPROVALFROM MCI'S EMPLOYEE OR CONTRACT REPRESENTATIVE.PLEASE REFER TO THE LATEST EDITION OF THE MCI OSP HANDBOOK FOR ADDITIONAL DETAILS. KNOW IT ANDFOLLOW IT.7.EXPOSING REQUIREMENTS:6.THE TITLE OF THIS PROGRAM, F.O.C.U.S., AN ACRONYM FOR "FIBER OPTIC CABLE UNCOVERING SYSTEM," WAS SELECTEDTO REMIND EVERYONE INVOLVED WITH WORKING NEAR MCI'S ACTIVE FIBER OPTIC SYSTEMS TO FOCUS ON PROTECTINGTHE FACILITIES. IF, DURING THE COURSE OF THE PROJECT, YOU NOTICE ANY ACTIVITY WHICH MAY JEOPARDIZE THEMCI OSP FACILITIES, IT IS YOUR DUTY TO STOP THE WORK AND RE-F.O.C.U.S.F.O.C.U.S. RULES MUST BE FOLLOWED ON ALL MCI PROJECTS INVOLVING WORK ON OR NEAR MCI OSP FACILITIES.SAFETY IS MCI'S NUMBER ONE PRIORITY; EVERYONE MUST REFRAIN FROM UNSAFE AND IMPROPER PRACTICES.REVIEW OF F.O.C.U.S. IS MANDATORY AT EVERY PRE-BID, PRE-CONSRUCTION SITE MEETING AND DAILY TAILGATEMEETING. F.O.C.U.S. DISCUSSION MUST INCLUDE SITE-SPECIFIC HISTORY, UNIQUE PROBLEMS, FACILITYCONFIGURATIONS THAT MAY BE ENCOUNTERED, AND PAST ERRORS. "THOSE WHO DO NOT LEARN FROM HISTORY AREDOOMED TO REPEAT IT." DO NOT LET THIS HAPPEN TO YOU.ANY WORK NEAR OR REQUIRING HANDLING OF MCI OUTSIDE PLANT FACILITIES CAN ONLY BE PERFORMED WITH AN MCIEMPLOYEE OR CONTRACT REPRESENTATIVE PRESENT -- THIS MEANS OUT OF HIS OR HER VEHICLE AND DIRECTLYMONITORING THE SYSTEM. THE REPRESENTATIVE MUST HAVE A PROPERLY OPERATING CABLE LOCATOR CHECKED FORACCURACY EVERY DAY PRIOR TO COMMENCEMENT OF WORK (COMPARISON OF LINE AND DEPTH READINGS TO ACTUALLINE AND DEPTH OF THE CABLE).LOCATE AND POTHOLE REQUIREMENTS:3.5.4.2.1.CONSTRUCTION NOTESALL CONDUIT WILL BE 4" ID SCHEDULE 40 (i.e. PVC OR BSP/GSP, MANUFACTURED SPLIT PVC OR SPLIT BSP/GSP), UNLESS SPECIFIEDOTHERWISE.1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. SEE CONTACT SHEETFOR CONTACT NAME AND TELEPHONE NUMBER.2.ALL UNDERGROUND OBSTRUCTIONS, WHEN LOCATED, WILL REQUIRE THE PLACEMENT OF A BURIED CABLE MARKER AND THEPLACEMENT OF 4' MANUFACTURED SPLIT PVC, BSP/GSP OVER OR UNDER EACH OBSTRUCTION.3.SHORING MAY BE REQUIRED AND SHALL COMPLY WITH O.S.H.A. STANDARDS.4.ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 42" MINIMUM COVER UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTIONDRAWINGS.5.MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME A 36" MINIMUM COVER IS UNOBTAINABLE UNLESS SPECIFIED OTHERWISEON THE CONSTRUCTION DRAWINGS.6.ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM 38.2" RADIUS UNLESS SPECIFIED OTHERWISE. ALL SPLITCONDUIT BENDS AND SOLID PVC BENDS SHALL REQUIRE CONCRETE ENCASEMENT, UNLESS SPECIFIED OTHERWISE.7.OPERATIONS PERSONNEL TO BE CONTACTED BY THE CONTRACTOR 48 HOURS PRIOR TO CONSTRUCTION. SEE CONTACT SHEETFOR CONTACT NAME AND TELEPHONE NUMBER.8.ALL STATIONING IS BASED ON AS-BUILT INFORMATION, THERFORE SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED.9.RAILROAD COMMUNICATION AND SIGNAL CABLES TO BE LOCATED PRIOR TO THE CONSTRUCTION ACTIVITY. RAILROAD TO BE GIVEN48 HOURS NOTICE PRIOR TO CONSTRUCTION.10.ALL BURIED CABLE MARKER POSTS AND HARDWARE PLACED AND/OR REMOVED ON ALL NEW AND EXISTING ROUTES SHALL BEIMPLEMENTED AS FOLLOWS.11.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A NORTH TO SOUTH GEOGRAPHICAL ORIENTATION, THE SOUTHERN-MOSTSIGN AND POST SHOULD BE REMOVED.FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST WILL BE PLACED AT THE NORTH END OF EACH HANDHOLE.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN AN EAST TO WEST GEOGRAPHICAL ORIENTATION, THE WESTERN-MOST SIGNAND POST SHOULD BE REMOVED.FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST WILL BE PLACED AT THE EAST END OF THE EACH HANDHOLE.MCI METRO GENERAL NOTES AND REQUIREMENTSPROJECT: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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0204/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
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 DETAILBAPROJECT: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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0304/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0404/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0504/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0604/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
MCI CONSTRUCTION DETAILS/TYPICALS4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS1" PVC SLEEVEFOR GROUND RODUPPER SECTIONLOWER SECTIONUPPER SECTIONLOWER SECTIONPULL IRONS (TYP.)1 EACH WALLCENTERED UNDERTERMINATORSPULL IRON (TYP.)10''SUITABLE DIRTBACKFILLCRUSHED STONEPROFILEPLANMANHOLEMANHOLEPVC, OR BSP/GSPCONDUIT (TYP.)48''36''12''4'' DIAMETER TERMINATOR (TYP.)12''X4'' STANDARD SUMP22''72''72''30''10''MIN.43''6''12''48''49''41''30''4''32''32''12'' X 4'' STANDARD SUMP48''24''24''7''7''21''16''6''21''6''6''48''24''24''24''12''7''7''30''19''16''4''48"6"6"27"27"60"60"4'' DIAM. TERMINATORS(FOR SCH. 40 PIPE)4 EACH WALL1. VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL.2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12" OF CRUSHED STONE (3/4" GRADE).3. SHORING WILL BE REQUIRED.4. ALL MANHOLES SHALL BE PLACED WITH COVER FLUSH WITH EXITING GRADETYPICAL DETAIL "B"NOTES:TYPICAL DETAIL "E" RING AND COVER DETAIL RING: 390lbs. COVER: 300lbs.NOTES:.375'' X 1.50'' FULLY THREADEDBOLTS AND INSERTS (2 BOLTSAND INSERTS EACH WALL)EXISTINGGRADESUITABLE DIRTBACKFILLMANHOLE COVER IRONWORKS #B-30 TYPICAL DETAIL "A"TYPICAL NECK EXTENSION DETAIL REINFORCEDCONCRETENECK EXTENSIONTYPICAL DETAIL "D"DALWORTH QUICKSET MANHOLEWALLS: 6in. HEADROOM: 48in.REINFORCED CONCRETEMANHOLE (UPPER SECTION)WEIGHT: +4300 LBS.REINFORCED CONCRETEMANHOLE (UPPER SECTION)WEIGHT: +4300 LBS.4'' DIAMETERTERMINATOR(TYPICAL.)1'' PVC SLEEVEFOR GROUNDINGRODTYPICAL DETAIL "C"TYPICAL DETAIL "F"BOLT INSERTS AND PULL IRONS2 SECTIONSTERMINATORS, SUMP, & GROUND ROD SLEEVE2 SECTIONSNOTE:INSERT SPACINGARRANGED FORFIBER OPTIC CABLE"3M" SPLICE CASE.1.375"1.375"1. EACH COVER TO HAVE (4) PICK SLOTS FOR REMOVING.2. STAMP CARRIER'S ID IN COVER.3. ACCESS HOLE: 30"CARRIER LOGOPROJECT: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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0704/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
MCI CONSTRUCTION DETAILS/TYPICALS2.5' x 5' x 2.5' HANDHOLE DETAILSFIBERGLASS VAULT4'' X 1.50'' X .25''NEOPRENE RUBBERINSIDE LOOKING OUTSIDE WALL VIEWDETAIL "D"(144 SQ. IN. TOTAL DRAINAGE)PLAN VIEWVAULT BOTTOMDETAIL "B"CROSS SECTIONLOCKING DEVICESECTION A-ALOCK DOWN DEVICEDETAIL "A-1"3'' REINFORCEDEXCAVATION PITDETAIL "C"BACKFILLSUITABLE DIRTHANDHOLE7' - 0''40 PVC (BOTH ENDS)PLUG. BELL ENDS TO4.50'' BELL ENDS W/ PVCPLANACCOMODATE SCHED.30''CRUSHED STONE(ONE SIDE ONLY)EMS MARKER5' - 0''OR HDPECONDUIT (TYP.)PVC, BSP/GSPEXISTING GRADESUITABLE DIRTBACKFILL25''(TYP)7''RIB2.50'' KNOCKOUT (BOTH ENDS)PROFILE2'' KNOCKOUT (BOTH ENDS)LIFTING BOLTS (TYP. 4 PLACES)30''6''29.50''6''EXPLODED ISOMETRIC DETAILDETAIL "A"1.625'' X 1'' X 33''UNISTRUT CHANNELSEE DETAIL "A-4"THIS SHEET.375'' INSERT30''(ONE SIDE ONLY)3M CAT #1411EMS MARKER(3 REQUIRED)SUPPORT BEAMTHIS SHEETSEE DETAIL "A-1"DIRT SHIELDDEVICE ANDLOCK DOWNSEE DETAIL "A-3"THIS SHEETSURFACENON-SKID1-800-624-9675MCISEE DETAIL "A-2"PLASTIC VAULT (FRP)FIBERGLASS REINFORCED4'' X 2'' WITH CENTER PINLOCKING BEAM60''THIS SHEET(CENTER ONLY)BONDED TO VAULT BYMANUFACTURERMORTAR FRAME (RPM)REINFORCED POLYMERCOVER AND FRAME.50 IN..75 IN.POLYMER MORTARREINFORCEDLIFTING SLOT20,000 LBS. LOADING WEIGHTPOLYMER MORTAR (RPM) COVER FORTWO PIECE REINFORCEDABRACKET (HOT DIPPEDRPM COVEREACH APPROXIMATELY POUNDS.THE LIDS ARE POLYMER CONCRETE MATERIAL,APROXIMATELY POUNDS IN WEIGHT.WITH 12'' OF CRUSHED STONE (.75'' GRADE).5. THIS HANDHOLE IS OF FIBERGLASS MATERIAL,4. ALL HANDHOLES SHALL BE PLACED BELOW3. SHORING WILL BE REQUIRED.2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED1. VOID IN EXCAVATED AREAS TO BE BACKFILLED(TYP. AT 6 PLACES)GALV) (2 REQ'D)LAG BOLT ANCHORS MUSTLINEAR DISTANCE BETWEENBE 25''.ANCHOR (TYP.).375'' LAG BOLTNOTE:7''EXISTING GRADE.WITH SELECT MATERIAL.NOTES:.50'' OPENING (MAX)FOR GROUND ROD30''TYP.12''TYP.12''59.50''(TYP - 4 PL)6'' X 6'' DRAIN(TYP - 2 PL)1'' DIA HOLERPM FRAMEVAULTFIBERGLASSSUPPORT BEAMDETAIL "A-4"INSTALLATIONBEAMSUPPORTWITH NUT, AND WASHER.75'' X 1.25'' HEX BOLT(TYP-4 PLACES)LS)OF 2-PIECE RPM COVERCOVER HOLD DOWN BRACKETCOVER HOLD DOWN.375'' INSERTDETAIL "A-3"WASHERWITH FLAT.1875'' SCREWANEOPRENE COVERENGAGED LOCK DETAIL "A-2"DOWN DEVICEP1000 UNISTRUT.50'' STAINLESS STEEL(SELF CLEANING)STAINLESS END CAPCAPTURE NUT W/ACME THD. BOLT &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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0804/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
MCI CONSTRUCTION DETAILS/TYPICALSTYPICAL VAULT DETAILW[SEE TABLE]L[SEE TABLE]H[SEE TABLE]VAULT MODELL (LENGTH)W (WIDTH)H (HEIGHT)BULK324V07330 IN.17 IN.24 IN.BULK436V07336 IN.24 IN.36 IN.BULK424V07336 IN.24 IN.24 IN.BULK736V07348 IN.30 IN.36 IN.BULK942V07376 IN.36 IN.42 IN.*NOTE: SEE SITE PLAN FOR LOCATION AND TYPEPROJECT: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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0904/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
MCI CONSTRUCTION DETAILS/TYPICALSHANDHOLE SLACK STORAGE DETAILSCABLE RACKLOOP DIRECTIONCABLE RACKLOOP DIRECTIONCABLE RACKCABLE RACKSPLICE
CASE60"SPLICE CASECABLE RACKLOOP DIRECTIONCABLE RACKSPLICE CASELOOP DIRECTION25'CABLE RETAINERCABLE RETAINERSECTION B-B30"DETAIL "A"CABLE SLACK ARRANGEMENTDETAIL "B"HANDHOLE LAYOUT14.25"2.25"BB.375"-16 MOUNTING INSERTSFOR SPLICE CASING4 PLACES (2 EACH SIDE)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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-1004/27/201811500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATION 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0104/27/2018N/AN/AABMA11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0204/27/2018N/AN/AABMA11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0304/27/2018N/AN/AABMA11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176
CITY OF RENTON DETAILS/TYPICALSSHEET 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 silt 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 LOCATIONS.(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 (MIN. 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.DATE:ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:OUTSIDE PLANT CONSTRUCTION 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-0404/27/2018N/AN/AABMA11500 PUGET DR (ROYAL HILL) PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATEDESCRIPTIONINITIAL 1703MOCF.002_ROW_REN_0026CITY OF RENTON11500 PUGET DRRENTON, WAMFP18003176