HomeMy WebLinkAboutMFP19005351.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP19005351
IVR Number: 19005351
Permit Informaon
Permit Name:Astound Broadband/Wave
Address/Locaon :10/04/2019Application Date:1823059150Parcel Number:231 BURNETT AVE N
Permit Type:10/14/2019Issue Date:Franchise
Permit Work Class:10/13/2020Expiration Date:Major Utility
Job Number:30596Franchise Type:Cable
Description:Bore (1) 2" conduit SE along the southern ROW of N 3rd street through the INTX, install (3) flush mount vaults along
the route. Pull fiber throughout. Access 10 existing utility vaults, inspect and pull cable throughout. Restoration per
City of Renton standards
APPROVED WITH COMMENTS OR REDLINES.
Contacts
Name Address PhoneTypeBilling
MATTHEW BADGLEY
WAVE BROADBAND
B: (425) 599-4128Applicant
Astound Broadband/WaveContact
Domonique Price
Wavedivision Holdings LLC
401 Parkplace Center, Suite 500
Kirkland, WA 98033
B: (425) 576-8200Contact
Ken Hughes
Prime Electric Inc
13301 SE 26th St
Bellevue, WA 98005-4204
B: (425) 747-5200Contractor
Business License Number: 9803Construction Contractor: PRIMEI*992M4
Electrical Contractor: PRIMEEI134BT
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Astound Broadband - billing 401 PARKPLACE CENTER, Suite
500
KIRKLAND, WA 98033
Specialized
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
Planning Oivision 110S5 South Grady Way,6tl'\Floor I Renton,WA 98057 I425--430-7200
Email:franchisepermits@rentonwit_gov Website:rentonwa-li!0v
FRA,NCH SE PERMIT APPLICATION
PubUshed:l/~2019
TO THEAPPUCANT:Submit an eledronic wpyof the plans with the Franchi5e Permit ~p ication and the Site
Specific Traffic Control Application to franchisepermitS@rentonwa.gov.Permit cost is $630.00.Inspection fee
fm trendling more than 60 lineal feet or installation of 6 or more poles wm be billed at $60.00 per hour.
franchIse Agency:STOUND BROADBAND,LLC dba WAVE
FralXhtSe lob Number:30596 Phone:25.223.0153
ContaCt Name:MIKE MILLER Email:mimiller@wavebroadband.com-------
Job Sit!'Address:233 BURNNETI AVE Projert Name:lAM Dist 751:RENTON UNION HALL
Dl!SctiptloAof Work::BORE (1)2"0 CONDUIT SE ALONG THE SOUTHERN R/W OF N 3RD STREET THROUGH THE INTX
INSTALL (3)FLUSH MOUNT VAULTS ALONG THE ROUTE.PULL FIBER OPTIC CABLE THROUGHOUT:ENTER 10
EXISTING UTILITY VAULTS,INSPECT AND PULL CABLE THROUGHOUT.
~tease th~k all that apply:--
~New Construttion o Repai IRelocate ~Underground o <A'emead K'Side ialk )(J Street
o Open Trench ~Bore #offeet:615
Contractor Name:PRIME ELECTRIC INC Phone:425.457.2444
State Contractors Ilicense #:PRIMEEL134BT City of Renton 8usiness license #;UNK
"I certify that I am the owner or applicant'S authorized agent and do hereby agree ro abide to the terms and conditions set forthunderthispermitandshallcomplywiththeOtyofRenton's Trench Restorati-on and Street Overfav Requirements.n
Signature =:-E:---)Date ~tZ._Cl_<";_.7"~__1-=9-,--_~_
INSPECTIONSSHALL8E REQUESTEii1.iHoJ1RS PRIQR TO COMMENCEMENTOf AU WORK BV CALLING THE
INSPECnON LINE AT 425-43~1103 OR Br GOiNG to MVSUIUlINGPERMIT.COM
Jobs are required Ito be rolled in lor job start,re-inspection and projed /il1al.Re·jnsped;on fee)ore billed at
$125/hour.All Pre-Construction meetings sholl be scheduled at a maximum 0/1.4 days plior to the job ston dote.
1-------------------------------------'~ec~l~
Approved 8$submitted
Pr~Construction M~ting required
Approved with comments or redlines
Camer~inspection of utilities required
,-----------------------------------Page1 of 1 pubrished:1/2/2019
MFP19005351
Scott Warlick 10/4/2019
RESTORATION PER CITY OF RENTON STANDARDS
Holly Powers 10/14/2019
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
Print Form I I Reset Form
CITYOF RENTON .i[~mr11:CD)ml ®TRAFFICCONTROLPLAN
PROJECTNAME:lAM Dist 751:RENTON UNION HALL PERMIT#TBD
CONSTRUCTIONCOMPANY:ASTOUND BROADBAND,LLC dba wAVE PHONE#:425.223.0153
CONTACTNAME:MIKE MILLER PHONE#:425.223.0153
ADDRESS:3700 MONTE VILLA PKWY,STE 110,BOTHELL,WA 98021 CELL#:425.223.0153
E-MAIL ADDRESS:mimiller@wavebroadband.com FAX#:
PROJECTLOCATION:233 BURNElT AVE N N/E/S/W OF:SOUTH OF N 3RD ST
WORKTIME:APPROVEDBY:
WORK DATE:APPROVALDATE:
Permit Holder agrees to all the following:
•Comply with all traffic regulations of the City of Renton and the State of Washington.
•Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for
all street and lane closures,and the plan shall be performed in compliance with the Manual on
Uniform Traffic Control Devices.
•Notify emergency services (253-852-2121)twenty-four (24)hours before any street or lane closures.
•Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of R.C.W.47.36.200
through 47.36.220,9A.36.050 Reckless Endangerment,and other applicable State and City codes.
•Indemnify and hold harmless the City of Renton from any and all claims,actions,and judgments,
including all costs of defense and attorney's fees incurred in defending against same,arising from and
related to implementation of the approved traffic control plans including claims arising from towing of
private vehicles and the acts of the Permit Holder's agents and employees.
•The City of Renton shall be entitled,in its reasonable discretion,to settle claims prior to suit or
judgment,and in such event shall indemnify and hold harmless the City for any such claims paid,
including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim.
•In the event any claim or suit is brought against City within the scope of this Agreement,Permit Holder
will pay for legal counsel chosen by the City to defend against same.
•Flagger and sign placement are subject to revision by the City Inspector on site,if needed to address
traffic or pedestrian safety or travel.
•By my signature herein,I acknowledge all the above requirements.
PRINTNAME:I'i i '<....:s...,.......-DATE:'Z ocr I 9 OFFICE COpy T-I 'I '-••.•..I·~\L..CONTRACTOR::;:---_._._-"DEV.SERVICE,INSPECTION P.MILLER
SIGNATURE:DEV.SERVICE,PLAN REVIEW B.BANNWARTH~-POLICE CHARLES KARLEWICZ--------..FIRE FIREMARSHALL FS#13
MFP19005351
Monday - Friday
8:00AM - 3:00PM Scott Warlick
10/4/2019
NOTES:
•Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by sketch or reference to WSDOT.
•The plan must be submitted to the City's PW/Transportation Division for review and/or approval at least three
working days prior to work.
•Approved Temporary Traffic Control Plan must be at the work site during work hours.
•Contractor or entity must call Renton School District (425-204-4455)or any public/private agency to be affected
by a temporary lane or road closure.
•Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded.
•Total road closure lasting more than 24 hours is subject to the approval by the City Council.
Any vehicle,equipment,barricade,or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name,address,and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones,all the following apply in addition to previous:
•Contractor must complete form to show limits ofTemporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
72 hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
•Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on.If deemed abandoned,City crews will remove and store them at the City's maintenance shop
(3555 NE 2nd Street).
SKETCH
--NORTH--
233 BURNETT AVE NREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3TCP 130596IAM DISTRICT 751233 BURNETT AVE NRENTON, WA8/30/2019INITIAL SUBMITTALNTSALL WORK HERE WILL TAKEPLACE PRIVTTY PROPERTYCONTINUE TO NEXT TCP AHEADROADWORKRIGHTLANECLOSEDAHEADAHEADROADWORKKEEPLEFTRIGHTLANECLOSEDAHEADAHEADROADWORK11' MIN.11' MIN.11' MIN.11' MIN.KEEPLEFTKEEPLEFTKEEPRIGHTAHEADROADWORKCHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70308035/35306025/302030 LEGENDSPOTTER/ESCORTTEMPORARY A.W.S. LOCATIONCHANNELIZATION DEVICEPROTECTIVE VEHICLEWORK ZONEGENERAL NOTES:MINIMUM TAPER LENGTH IN FEET (L)(FEET)LANEWIDTHPOSTED SPEED (MPH)3025354045505560706515010105270205500450-550--16511115295225550495660605--18012125320245600540720660840780SIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS55/70 MPH(OR AS PERMUTCD)1500' + -60/65 MPH800' + -RURAL HIGHWAYS45/55 MPH500' + -RURAL ROADSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADEINTERSECTIONS, AND DRIVEWAYS.35/40 MPH350' + -RURAL ROADS & URBAN ARTERIALS25/30 MPH200' + - (2)RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS25 MPH OR LESS100' + - (2)URBAN STREETS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.BUFFER DATALONGITUDINAL BUFFER SPACE = B20030SPEED (MPH)LENGTH (FEET)251553053530250325360355057039555607307063565WITH TMATYPICAL PROTECTIVEVEHICLE TYPE(LBS)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(FEET)STATIONARYOPERATIONFLAT BED, ECT.3 YARD DUMP TRUCK,SERVICE TRUCK,IN ACCORDANCE WITHMINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BEMANUFACTURER RECOMMENDATION)30 MIN.A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.*BURNETT AVE N
SIDEWALK (TO REMAIN OPEN AT ALL TIMES)1' MIN. SPACE BETWEEN WORK ZONE AND CONESTRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEPARKINGNOFROMTO
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233 BURNETT AVE NREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3TCP 230596IAM DISTRICT 751233 BURNETT AVE NRENTON, WA8/30/2019INITIAL SUBMITTALNTSALL WORK HERE WILL TAKEPLACE PRIVTTY PROPERTYCONTINUE TO NEXT TCP AHEADROADWORKRIGHTLANECLOSEDAHEADAHEADROADWORK11' MIN.11' MIN.11' MIN.11' MIN.KEEPLEFTKEEPRIGHTCHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70308035/35306025/302030 LEGENDSPOTTER/ESCORTTEMPORARY A.W.S. LOCATIONCHANNELIZATION DEVICEPROTECTIVE VEHICLEWORK ZONEGENERAL NOTES:MINIMUM TAPER LENGTH IN FEET (L)(FEET)LANEWIDTHPOSTED SPEED (MPH)3025354045505560706515010105270205500450-550--16511115295225550495660605--18012125320245600540720660840780SIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS55/70 MPH(OR AS PERMUTCD)1500' + -60/65 MPH800' + -RURAL HIGHWAYS45/55 MPH500' + -RURAL ROADSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADEINTERSECTIONS, AND DRIVEWAYS.35/40 MPH350' + -RURAL ROADS & URBAN ARTERIALS25/30 MPH200' + - (2)RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS25 MPH OR LESS100' + - (2)URBAN STREETS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.BUFFER DATALONGITUDINAL BUFFER SPACE = B20030SPEED (MPH)LENGTH (FEET)251553053530250325360355057039555607307063565WITH TMATYPICAL PROTECTIVEVEHICLE TYPE(LBS)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(FEET)STATIONARYOPERATIONFLAT BED, ECT.3 YARD DUMP TRUCK,SERVICE TRUCK,IN ACCORDANCE WITHMINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BEMANUFACTURER RECOMMENDATION)30 MIN.A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.*LEFTLANECLOSEDAHEADAHEADROADWORKKEEPRIGHTTRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEBURNETT AVE N
N 3RD STREET1' MIN. SPACE BETWEEN WORK ZONE AND CONES1' MIN. SPACE BETWEEN WORK ZONE AND CONES AHEADROADWORKPARKINGNOFROMTONAME OF F
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233 BURNETT AVE NREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3TCP 330596IAM DISTRICT 751233 BURNETT AVE NRENTON, WA8/30/2019INITIAL SUBMITTALNTSALL WORK HERE WILL TAKEPLACE PRIVTTY PROPERTYCONTINUE TO NEXT TCP AHEADROADWORKRIGHTLANECLOSEDAHEADAHEADROADWORK11' MIN.11' MIN.11' MIN.KEEPLEFTCHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70308035/35306025/302030 LEGENDSPOTTER/ESCORTTEMPORARY A.W.S. LOCATIONCHANNELIZATION DEVICEPROTECTIVE VEHICLEWORK ZONEGENERAL NOTES:MINIMUM TAPER LENGTH IN FEET (L)(FEET)LANEWIDTHPOSTED SPEED (MPH)3025354045505560706515010105270205500450-550--16511115295225550495660605--18012125320245600540720660840780SIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS55/70 MPH(OR AS PERMUTCD)1500' + -60/65 MPH800' + -RURAL HIGHWAYS45/55 MPH500' + -RURAL ROADSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADEINTERSECTIONS, AND DRIVEWAYS.35/40 MPH350' + -RURAL ROADS & URBAN ARTERIALS25/30 MPH200' + - (2)RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS25 MPH OR LESS100' + - (2)URBAN STREETS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.BUFFER DATALONGITUDINAL BUFFER SPACE = B20030SPEED (MPH)LENGTH (FEET)251553053530250325360355057039555607307063565WITH TMATYPICAL PROTECTIVEVEHICLE TYPE(LBS)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(FEET)STATIONARYOPERATIONFLAT BED, ECT.3 YARD DUMP TRUCK,SERVICE TRUCK,IN ACCORDANCE WITHMINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BEMANUFACTURER RECOMMENDATION)30 MIN.A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.*AHEADROADWORKTRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEBURNETT AVE N
N 3RD STREET1' MIN. SPACE BETWEEN WORK ZONE AND CONES AHEADROADWORKKEEPLEFTRIGHTLANECLOSEDAHEADPARKINGNOFROMTONAME OF FIRM
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233 BURNETT AVE NX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXLOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONTCP430596IAM DISTRICT 751233 BURNETT AVE NRENTON, WADATE:REVISION:9/3/2016 INITIAL SUBMITTALPROJECT NUMBER:JOB NAME:R1R2R3REVNTSCONTINUE TO NEXT TCPKEEPLEFT1' MIN. SPACE BETWEEN WORK ZONE AND CONESRIGHTLANECLOSEDAHEADAHEADROADWORKSIDEWALK (TO REMAIN OPEN AT ALL TIMES)ALL WORK HERE WILL TAKEPLACE PRIVTTY PROPERTYBURNETT AVE N
11' MI
N
.CONTINUE FROM PREVIOUS TCPGENERAL NOTES:MINIMUM TAPER LENGTH IN FEET (L)(FEET)LANEWIDTHPOSTED SPEED (MPH)3025354045505560706515010105270205500450-550--16511115295225550495660605--18012125320245600540720660840780SIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS55/70 MPH(OR AS PERMUTCD)1500' + -60/65 MPH800' + -RURAL HIGHWAYS45/55 MPH500' + -RURAL ROADSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADEINTERSECTIONS, AND DRIVEWAYS.35/40 MPH350' + -RURAL ROADS & URBAN ARTERIALS25/30 MPH200' + - (2)RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS25 MPH OR LESS100' + - (2)URBAN STREETS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.CHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70308035/35306025/302030PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.BUFFER DATALONGITUDINAL BUFFER SPACE = B20030SPEED (MPH)LENGTH (FEET)251553053530250325360355057039555607307063565WITH TMATYPICAL PROTECTIVEVEHICLE TYPE(LBS)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(FEET)STATIONARYOPERATIONFLAT BED, ECT.3 YARD DUMP TRUCK,SERVICE TRUCK,IN ACCORDANCE WITHMINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BEMANUFACTURER RECOMMENDATION)30 MIN.A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.* LEGENDSPOTTER/ESCORTTEMPORARY A.W.S. LOCATIONCHANNELIZATION DEVICEPROTECTIVE VEHICLEWORK ZONETRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEMFP19005351
234 WILLIAMS AVE N817 N 3RD STXXXXXXXXXXXREVPROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3TCP 530596IAM DISTRICT 751233 BURNETT AVE NRENTON, WAREVISION:9/3/2016 INITIAL SUBMITTALCONTINUE TO NEXT TCPCONTINUE FROM PREVIOUS TCPKEEPLEFT1' MIN. SPACE BETWEEN WORK ZONE AND CONESSIDEWALK (TO REMAIN OPEN AT ALL TIMES)RIGHTLANECLOSEDAHEADAHEADROADWORKKEEPLEFT1' MIN. SPACE BETWEEN WORK ZONE AND CONESWILLIAMS AVE NGENERAL NOTES:MINIMUM TAPER LENGTH IN FEET (L)(FEET)LANEWIDTHPOSTED SPEED (MPH)3025354045505560706515010105270205500450-550--16511115295225550495660605--18012125320245600540720660840780SIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS55/70 MPH(OR AS PERMUTCD)1500' + -60/65 MPH800' + -RURAL HIGHWAYS45/55 MPH500' + -RURAL ROADSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADEINTERSECTIONS, AND DRIVEWAYS.35/40 MPH350' + -RURAL ROADS & URBAN ARTERIALS25/30 MPH200' + - (2)RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS25 MPH OR LESS100' + - (2)URBAN STREETS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.CHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70308035/35306025/302030TRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.BUFFER DATALONGITUDINAL BUFFER SPACE = B20030SPEED (MPH)LENGTH (FEET)251553053530250325360355057039555607307063565WITH TMATYPICAL PROTECTIVEVEHICLE TYPE(LBS)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(FEET)STATIONARYOPERATIONFLAT BED, ECT.3 YARD DUMP TRUCK,SERVICE TRUCK,IN ACCORDANCE WITHMINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BEMANUFACTURER RECOMMENDATION)30 MIN.A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.* LEGENDSPOTTER/ESCORTTEMPORARY A.W.S. LOCATIONCHANNELIZATION DEVICEPROTECTIVE VEHICLEWORK ZONEMFP19005351
TCP 630596IAM DISTRICT 751233 BURNETT AVE NRENTON, WA8/30/2019INITIAL SUBMITTALREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R28/30/2019INITIAL SUBMITTALCONTINUE TO NEXT TCP CONTINUE FROM PREVIOUS TCPKEEPLEFT1' MIN. SPACE BETWEEN WORK ZONE AND CONESKEEPLEFTKEEPLEFTKEEPLEFT1' MIN. SPACE BETWEEN WORK ZONE AND CONES1' MIN. SPACE BETWEEN WORK ZONE AND CONES1' MIN. SPACE BETWEEN WORK ZONE AND CONESSIDEWALK (TO REMAIN OPEN AT ALL TIMES)KEEPLEFTRIGHTLANECLOSEDAHEADROADWORKAHEADSIDEWALK (TO REMAINOPEN AT ALL TIMES)ALL DRIVEWAYS TO REMAINOPEN DUREING CONSTRUCTIONALL DRIVEWAYS TO REMAINOPEN DUREING CONSTRUCTION11' MIN.
11' MIN.MINIMUM TAPER LENGTH IN FEET (L)(FEET)LANEWIDTHPOSTED SPEED (MPH)3025354045505560706515010105270205500450-550--16511115295225550495660605--18012125320245600540720660840780SIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS55/70 MPH(OR AS PERMUTCD)1500' + -60/65 MPH800' + -RURAL HIGHWAYS45/55 MPH500' + -RURAL ROADSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADEINTERSECTIONS, AND DRIVEWAYS.35/40 MPH350' + -RURAL ROADS & URBAN ARTERIALS25/30 MPH200' + - (2)RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS25 MPH OR LESS100' + - (2)URBAN STREETS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.CHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70308035/35306025/302030TRAFFIC CONTROL PLANSHORT TERM STATIONARY WORK ZONEGENERAL NOTES:PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.BUFFER DATALONGITUDINAL BUFFER SPACE = B20030SPEED (MPH)LENGTH (FEET)251553053530250325360355057039555607307063565WITH TMATYPICAL PROTECTIVEVEHICLE TYPE(LBS)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(FEET)STATIONARYOPERATIONFLAT BED, ECT.3 YARD DUMP TRUCK,SERVICE TRUCK,IN ACCORDANCE WITHMINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BEMANUFACTURER RECOMMENDATION)30 MIN.A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.* LEGENDSPOTTER/ESCORTTEMPORARY A.W.S. LOCATIONCHANNELIZATION DEVICEPROTECTIVE VEHICLEWORK ZONEMFP19005351
REVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3TCP 730596IAM DISTRICT 751233 BURNETT AVE NRENTON, WA8/30/2019INITIAL SUBMITTALNTSCONTINUE TO NEXT TCP CONTINUE FROM PREVIOUS TCPKEEPLEFTRIGHTLANECLOSEDAHEADROADWORKAHEAD1' MIN. SPACE BETWEEN WORK ZONE AND CONESSIDEWALK (TO REMAIN OPEN AT ALL TIMES)SIDEWALK (TO REMAIN OPEN AT ALL TIMES)KEEPLEFTRIGHTLANECLOSEDAHEADAHEAD1' MIN. SPACE BETWEEN WORK ZONE AND CONESROADWORKKEEPLEFTALL DRIVEWAYS TO REMAINOPEN DUREING CONSTRUCTIONALL DRIVEWAYS TO REMAINOPEN DUREING CONSTRUCTION1' MIN. SPACE BETWEEN WORK ZONE AND CONES11' MIN.
11' MIN.MINIMUM TAPER LENGTH IN FEET (L)(FEET)LANEWIDTHPOSTED SPEED (MPH)3025354045505560706515010105270205500450-550--16511115295225550495660605--18012125320245600540720660840780SIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS55/70 MPH(OR AS PERMUTCD)1500' + -60/65 MPH800' + -RURAL HIGHWAYS45/55 MPH500' + -RURAL ROADSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADEINTERSECTIONS, AND DRIVEWAYS.35/40 MPH350' + -RURAL ROADS & URBAN ARTERIALS25/30 MPH200' + - (2)RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS25 MPH OR LESS100' + - (2)URBAN STREETS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.CHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70308035/35306025/302030GENERAL NOTES:PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.BUFFER DATALONGITUDINAL BUFFER SPACE = B20030SPEED (MPH)LENGTH (FEET)251553053530250325360355057039555607307063565WITH TMATYPICAL PROTECTIVEVEHICLE TYPE(LBS)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(FEET)STATIONARYOPERATIONFLAT BED, ECT.3 YARD DUMP TRUCK,SERVICE TRUCK,IN ACCORDANCE WITHMINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BEMANUFACTURER RECOMMENDATION)30 MIN.A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.* LEGENDSPOTTER/ESCORTTEMPORARY A.W.S. LOCATIONCHANNELIZATION DEVICEPROTECTIVE VEHICLEWORK ZONEMFP19005351
REVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3TCP 830596IAM DISTRICT 751233 BURNETT AVE NRENTON, WA8/30/2019INITIAL SUBMITTALNTSCONTINUE FROM PREVIOUS TCPKEEPLEFT1' MIN. SPACE BETWEEN WORK ZONE AND CONESRIGHTLANECLOSEDAHEADROADWORKAHEADSIDEWALK (TO REMAIN OPEN AT ALL TIMES)1' MIN. SPACE BETWEEN WORK ZONE AND CONESALL DRIVEWAYS TO REMAINOPEN DUREING CONSTRUCTIONALL DRIVEWAYS TO REMAINOPEN DUREING CONSTRUCTION11' MIN.MINIMUM TAPER LENGTH IN FEET (L)(FEET)LANEWIDTHPOSTED SPEED (MPH)3025354045505560706515010105270205500450-550--16511115295225550495660605--18012125320245600540720660840780CHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70308035/35306025/302030GENERAL NOTES:PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCEROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT.BUFFER DATALONGITUDINAL BUFFER SPACE = B20030SPEED (MPH)LENGTH (FEET)251553053530250325360355057039555607307063565WITH TMATYPICAL PROTECTIVEVEHICLE TYPE(LBS)TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(FEET)STATIONARYOPERATIONFLAT BED, ECT.3 YARD DUMP TRUCK,SERVICE TRUCK,IN ACCORDANCE WITHMINIMUM WEIGHT 15,OOO LBS.(MAXIMUM WEIGHT SHALL BEMANUFACTURER RECOMMENDATION)30 MIN.A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IFA TMA IS AVAILABLE. IF NO TMA IS USED, THE PROTECTIVEVEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TOSHIELD WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.* LEGENDSPOTTER/ESCORTTEMPORARY A.W.S. LOCATIONCHANNELIZATION DEVICEPROTECTIVE VEHICLEWORK ZONESIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS55/70 MPH(OR AS PERMUTCD)1500' + -60/65 MPH800' + -RURAL HIGHWAYS45/55 MPH500' + -RURAL ROADSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT-GRADEINTERSECTIONS, AND DRIVEWAYS.35/40 MPH350' + -RURAL ROADS & URBAN ARTERIALS25/30 MPH200' + - (2)RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS25 MPH OR LESS100' + - (2)URBAN STREETS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.MFP19005351
8/30/2019INITIAL SUBMITTALSTARTING IN THE SOUTHWEST CORNER OF THE INTX OF BURNETT AVE N AND N 3RD STREETBORE (1) 2"∅ CONDUIT SOUTHEAST ALONG THE SOUTHERN R/W OF N 3RD STREET THROUGHTHE INTX OF WILLIAMS AVE N TO THE INTX OF WELLS AVE N. INSTALL (3) FLUSH MOUNT VAULTSALONG THE ROUTE.BREAKOUT OF EXISTING UTILITY VAULT TO NEW WAVE VAULT. PULL FIBER OPTIC CABLETHROUGHOUT.ENTER 10 EXISTING UTILTIY VAULTS, INSPECT AND PULL CABLE THROUGH.TYPEQUANTITYMETHODNEW F.O.C. IN 2" CONDUIT675(LF)NEW F.O.C. IN EXISTCONDUIT2575 (LF)PULL THROUGH FLUSH MOUNT VAULT3OPEN TRENCH30596 - IAM DISTRICT 751233 BURNETT AVE NRENTON, WAMIKE MILLER425.223.0153MIMILLER@WAVEBROADBAND.COMPHIL FISK425.466.0721PFISK@WAVEBROADBAND.COMTRAFFIC CONTROLPLANTCPPHOTOSPHDETAILSDPLANPROUTERNOTESNCOVERCSHEET 1 OF 14DIRECTIONALBOREWAVE CONTACTSPERMIT TECHNICIAN:NAME:PHONE:EMAIL:CONSTRUCTION LEAD/MANAGER:NAME:PHONE:EMAIL:PAGE INDEXPAGE IDDESCRIPTIONVICINITYFACILITY DESCRIPTIONOVERVIEWSCOPE OF WORKREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3C30596IAM DISTRICT 751233 BURNETT AVE NRENTON, WACOVERMFP19005351
GENERAL NOTES·A COPY OF THE PERMIT SHALL BE ON SITE AT ALL TIMES.·WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES AREREQUIRED ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARDSPECIFICATIONS.·WORK AREAS TO COMPLY WITH OSHA/WISHA SAFETY STANDARDS AND TRAFFIC CONTROLPLANS APPROVED IN THE PERMIT.·WAVE RESERVES THE RIGHT TO INSPECT AT ANY TIME THE WORK BEING PERFORMED BYTHE CONTRACTOR. IF THE WAVE REPRESENTATIVE DETERMINES THAT THE WORK IS NOTBEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALLPROVIDE REWORK AT HIS OWN COST.·ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH,CONDUIT PATH, AERIAL PATH ETC., MUST BE APPROVED BY WAVE REPRESENTATIVE.GENERAL UNDERGROUND CONSTRUCTION NOTES·CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TOCONSTRUCTION ACTIVITY. SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OFLOCAL CALL BEFORE YOU DIG AGENCY.·ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THECONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.·BORE DEPTHS SHALL BE A MINIMUM OF 36" DEEP. IF 36" DEPTH IS NOT ATTAINABLE, YOUMUST GET THE WRITTEN APPROVAL OF THE WAVE CONSTRUCTION LEAD/MANAGER ANDDOCUMENT, IN DETAIL, THE PATH AND DEPTH VARIANCE.·CONDUIT SWEEPS AT THE SIDES OF STRUCTURES (BUILDINGS OR POLES) SHALL BESCHEDULE 40 PVC 3FT RADIUS WITH BELL ENDS DOWN.·SWEEPS AT POLES SHALL BE A MINIMUM OF 5" FROM THE POLE AND/OR LINE UP WITHAN EMPTY SPOT ON ANY EXISTING RISER BRACKETS.·IF NO EXISTING RISER BRACKETS ARE PRESENT, THE CONDUIT SHALL SWEEP UP ON THESIDE OF THE POLE WITH THE 'BUTT GAIN' CUT OUT.·SWEEPS AT THE SIDE OF A BUILDING SHALL BE APPROXIMATELY 2" FROM THE WALL TOACCOMMODATE UNI-STRUT TO SECURE THE CONDUIT TO THE WALL VAULT OR WAVERISER (WHICH EVER IS PLACED).·ALL VAULTS SHALL BE SET ON A 4" LAYER OF DRAINABLE GRAVEL MATERIAL AND CONDUITSHALL EXTEND ABOVE THE GRAVEL SURFACE.·CONDUIT SHALL EXTEND NO MORE THAN 2" ABOVE GRAVEL BASE INSIDE OF VAULTS ORNO MORE THAN 2" INSIDE VAULT SIDEWALL PENETRATIONS.·CONCRETE VAULT WALL PENETRATIONS SHALL BE GROUTED, INSIDE AND OUT.·HARD SURFACE RESTORATION (ASPHALT OR CONCRETE) MUST BE RESTORED WITHIN 3WEEKS OF JOB COMPLETION, OR AS WEATHER PERMITS.·ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND/ORTRACER WIRE - AS CALLED OUT.·LOCATE WIRE TO BE EXPOSED AT THE BASE OF ANY RISER.·ALL CONDUIT TO BE PLUGGED WITH EXPANDABLE FOAM OR DUCT SEAL AFTER FIBER ISPLACED.·BORE DEPTH PROFILE SHALL INCLUDE: - DETAILED DESCRIPTION OF 0.00 START STATION.INCLUDING GPS COORDINATES (CAN BE OBTAINED FROM GOOGLE EARTH INDEGREES/DECIMAL FORMAT) - BORE DIRECTION IN DEGREE'S-MAGNETIC (CAN BE·OBTAINED FROM GOOGLE EARTH MEASURING TOOL) - BORE VERTICAL PROFILE DATA AT20FT INTERVALS WITH OCCASIONAL DETAILED DESCRIPTION OF INTERVAL STATION,LISTED AS X+XX FT. AND XX IN DEEP - LATERAL ALIGNMENT IN RELATION TO THE ROAD·CURB OR CENTERLINE LISTED AS 0.00FT E-W-N OR S OF CURB, FOG LINE OR CENTERLINE.GENERAL AERIAL CONSTRUCTION NOTES·ALL WORK TO BE NESC COMPLIANT.·ALL FIBER CABLES TO BE DOUBLE-LASHED TO STRAND.·INSTALL ANCHORS BEFORE STRAND IS TENSIONED AND FIBER INSTALLED.·ALL RISERS SHALL BE INSTALLED ON THE 'CUT OUT' SIDE OF THE POLE WHERE THE 'BUTTGAIN' NOTCH IS.·CONDUIT ON RISERS SHALL ALWAYS HAVE THE BELL END DOWN.FIBER PLACEMENT NOTES·IF WAVE IS CO-OCCUPYING DEVELOPER INSTALLED CONDUIT WITH OTHERTELECOMMUNICATIONS FACILITIES, WE SHALL PULL IN A MULTI CELL DUCT DIVIDERSYSTEM, SUCH AS MAXCELL AND PULL THE WAVE FIBER IN ONE OF THE CELLS.·FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE,FIBER, STORAGE LOOPS, SPLICE CASES AND WHERE INDICATED BY PROJECT MANAGER.TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND.·ALL FIBER IN VAULTS AND EXPOSED IN BUILDINGS SHALL HAVE WAVE 'ID CARROTS' ATINPUT AND OUTPUT AND AT APPROX. 60FT INTERVALS.·CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUSTNOT CONTAIN ANY PETROLEUM PRODUCTS.·A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED.·ALL RISERS WILL BE CAPPED AT ALL TIMES.·*ALL SLACK SHALL BE MARKED WITH COLORED TAPE AT THE "ID CARROTS" TO INDICATEDIRECTION TO THE NEXT STRUCTURE (VAULT OR POLE, NOT SNOWSHOE)1.) THE CENTER OF THE SLACK SHALL HAVE THE COLORED TAPE NEXT TO EACH OTHERTO INDICATE THE CENTER OF THE STORED SLACK.2.) RED TAPE FOR THE NEXT STRUCTURE SOUTH (2) BANDS RED AND WEST (1) RED -FROM CURRENT LOCATION.3.) BLUE TAPE FOR THE NEXT STRUCTURE - NORTH (2) BANDS BLUE AND EAST (1) BAND BLUE - FROM THE CURRENT LOCATION.·WHEN PREPARING SLACK FOR A NEW SPLICE CLOSURE, MARK THE CENTER WITH COLOREDTAPE TO SHOW DIRECTION.·IF THERE IS TRAFFIC CONTROL REQUIRED AT THE SPLICE LOCATION, PREP THE SPLICE TAILSFOR SPLICING.·IF EXCESS CABLE IS PULLED OFF THE REEL, NEVER CUT THE EXCESS OFF.·ALWAYS DISTRIBUTE THE EXCESS ALONG THE PROJECT PATH AS FOLLOWS; UNDER 60FT-STORE AT THE NEAREST SLACK STORAGE. OVER 60FT -CALL THE PM TO DETERMINE HOWTO DISTRIBUTE.GENERAL NOTES:1.OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS,SPECIFICATIONS AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE WAVEDESIGNATE AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK2.THE LOCATIONS OF IMPROVEMENTS AND UTILITIES ON THESE DRAWINGS ARE ONLYAPPROXIMATE. THIS IS NOT A SURVEY. WAVE DIVISION HOLDINGS, AND ITSSUBSIDIARIES (ASTOUND, FIBER DESIGN AND CONSTRUCTION, ETC) AND EMPLOYEE'SDISCLAIM ANY RESPONSIBILITY TO SECOND AND THIRD PARTIES FOR THE ACCURACY OFTHIS INFORMATION. ALL ENTITIES PERFORMING CONSTRUCTION AND CONSTRUCTIONRELATED ACTIVITIES ON BEHALF OR FOR THE BENEFIT OF WAVE DIVISION HOLDINGSAND ITS SUBSIDIARIES FOR THE ACTIVITIES DESCRIBED HEREIN SHALL CONTACT THESTATEWIDE CALL-BEFORE-YOU-DIG (811) TO ASCERTAIN THE LOCATION OFUNDERGROUND AND OVERHEAD UTILITIES PRIOR TO PERFORMING ANY EXCAVATION. ITIS HIGHLY ENCOURAGED THAT THE CONTRACTOR OR THEIR DESIGNATE COMPLETE THISPROCESS PRIOR TO EQUIPMENT MOBILIZATION.3.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTSSHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND4.SPECIFICATIONS SET FORTH IN THE JURISDICTIONAL REGULATIONS IN WHICH THEPERMIT WAS ISSUED AND WORK IS TO COMMENCE, FURTHER, APPLICABLE STATE ANDFEDERAL REGULATIONS SHALL ALSO BE OBSERVED. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE REGULATION ORSTANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY.5.AUTHORIZED WORK WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS MAY REQUIRE TO BEINSPECTED AND APPROVED BY THE ISSUING JURISDICTION. INSPECTION SERVICES ANDCONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECTSPONSOR/OWNER.6.THE CONTRACTOR:6.1.SHALL BE RESPONSIBLE FOR FOR PROVIDING ALL LABOR AND MATERIALS NECESSARYFOR THE INSTALLATION OF THE INTENDED IMPROVEMENTS SHOWN IN OR REFERRED TOBY THESE DRAWING OR DESIGNATED TO BE PROVIDED, ERECTED, INSTALLED, PLACED,REMOVED OR RELOCATED UNLESS OTHERWISE NOTED6.2.SHALL CONDUCT A PRE-CONSTRUCITON CONFERENCE WITH THE JURISDICTIONALAUTHORITY (IF APPLICABLE) AND SHALL NOTIFY THE WAVE DIVISION HOLDINGSCONSTRUCTION MANAGER OR OTHER PRIORITY CONTACT.6.3.SHALL BE RESPONSIBLE FOR RECORDING OF EACH DAYS PROGRESS UPON THE FACEOF A SET OF DRAWINGS (AS-BUILTS) KEPT AT THE SITE AND AVAILABLE TO THEJURISDICTIONAL AUTHORITY AND THE WAVE DIVISION HOLDINGS CONSTRUCTIONMANAGER AT ALL TIMES.6.4.SHALL BE RESPONSIBLE FOR ALL JOBSITE SAFETY TO INCLUDE BUT NOT LIMITED TO,EMPLOYEES, GUESTS, AND VISITORS, THE PROTECTION OF PUBLIC AND PRIVATEPROPERTY, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL PLANS/ DEVICES, ANDSECURITY. CONTRACTOR IS ENCOURAGED TO FOLLOW ANSI A10.34-2001 'PROTECTION OFTHE PUBLIC ON OR ADJACENT TO CONSTRUCTION'.6.5.IS HEREBY NOTIFIED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES,AS SHOWN ON THESE PLANS, IS BASED ON RECORDS PROVIDED BY THE VARIOUS UTILITYCOMPANIES, PUBLIC RECORDS, HISTORICAL DOCUMENTS ETC., MEASUREMENTS MAY ORMAY NOT HAVE BEEN TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPONAS BEING EXACT OR COMPLETE.6.6.SHALL CALL THE LOCAL UTILITY LOCATION CENTER (811) AT LEAST 48 HOURS BEFOREANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES.PROCEEDING WITH EXCAVATION PRIOR TO THE COMPLETION OF LOCATES EVEN AFTERTHE 48 HOURS HAS EXPIRED SHALL NOT RELIEVE THE CONTRACTOR OF ANY LIABILITYFROM DAMAGE TO ANY UTILITY OR PUBLIC ASSET.6.7.SHALL VERIFY LOCATIONS AND ELEVATIONS, PARTICULARLY AT CONNECTION POINTSAND AT POTENTIAL UTILITY CONFLICTS.6.8.SHALL BE RESPONSIBLE TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS ONCE APPROVAL HAS BEENGRANTED BY ALL PARTIES OF INTEREST.6.9.SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSESFROM ALL APPLICABLE AGENCIES TO PERFORM THE WORK AT THE LOCATION STATEDHEREIN.6.10.SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OFCONSTRUCTION MATERIALS/ DEBRIS, OBSTRUCTIONS AND TRACKING DIRT FROM THESITE.6.11.SHALL COORDINATE AND COOPERATE WITH THE JURISDICTIONAL AUTHORITY, ALLUTILITY COMPANIES, PUBLIC AGENCIES, PUBLIC DISTRICTS AND PRIVATE PARTIES (IF ANY)WITH REGARD TO LOCATION/ RELOCATION OR ADJUSTMENTS OF EXISTING UTILITIES ANDPUBLIC ASSETS DURING CONSTRUCTION TO ASSURE THAT THE WORK IS ACCOMPLISHED INA TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE FROM THECONTRACTS MEANS AND METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FORCONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.CONTRACTOR SHALL NOTIFY THE WAVE DIVISION HOLDINGS CONSTRUCTION MANAGEROR OTHER PRIORITY CONTACT WITH 3 HOURS OF ANY DISRUPTION OF SERVICE, OUTAGEOR DAMAGE TO ANY PUBLIC ASSET.6.12.SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THEAPPROPRIATE STANDARDS AND SPECIFICATIONS AND ONE (1) COPY OF ANY PERMITS ANDEXTENSION AGREEMENTS NEEDED FOR THIS WORK ON-SITE AT ALL TIMES. IN THE EVENTA STANDARD OR SPECIFICATION NEEDED IS NOT PRESENT IN THESE DRAWINGS OR FROMTHE JURISDICTIONAL AUTHORITY, THE USE OF WSDOT STANDARD SPECIFICATIONS FORROAD, BRIDGE AND MUNICIPAL CONSTRUCTION MAY BE USED.6.13.ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BEREPAIRED AS REQUIRED BY THE SEATTLE DEPARTMENT OF TRANSPORTATION .RESTORATION OF CONTRACTOR DAMAGE SHALL BE AT THE CONTRACTOR'S EXPENSE6.14.CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING CHARGED WATERMAINS AND WITHIN 10 FEET OF THE BEARING SIDE OF THRUST BLOCKS7.IF CONDITIONS, INFORMATION OR PHYSICAL FEATURES ARE ENCOUNTERED DURING THECONSTRUCTION PROCESS WHICH COULD IDENTIFY A SITUATION THAT IS NOT IDENTIFIEDIN THESE PLANS OR SOLVED BY AN EXISTING STANDARD, THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE WAVE DIVISION HOLDINGS CONSTRUCTION MANAGER OROTHER PRIORITY CONTACT PRIOR TO PROCEEDING.8.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISIONOF SAID STANDARD (AN AMENDMENTS) UNLESS SPECIFICALLY STATED OTHERWISE.9.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE JURISDICTIONALAUTHORITY, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLANIN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL PRIOR TO ANY CONSTRUCTIONACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY.10.DO NOT SCALE THESE DRAWINGS USE DIMENSIONS PROVIDED. FOR ADDITIONALINFORMATION CONTACT SHALL NOTIFY THE WAVE DIVISION HOLDINGS CONSTRUCTIONMANAGER FOR CLARIFICATION AND INCLUDE THE GUIDANCE UPON THE RECORDDRAWINGS (AS-BUILTS) ALONG WITH THE DATE AND TIME.11.ALL EROSION AND SEDIMENT CONTROL (E.S.C) MEASURES SHALL BE INSTALLED AT THELIMITS OF CONSTRUCTION (EXCEPT FOR STORM DRAIN INLET FILTERS, THESE FILTERSSHALL BE INSTALLED AS THE DISTANCE NOTED.) PRIOR TO GROUND DISTURBINGACTIVITIES. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD WORKING CONDITIONBY THE CONTRACTOR UNTIL ALL DISTURBED AREAS ARE STABILIZED. E.S.C. MEASURESSHALL BE INSPECTED WEEKLY AND AFTER ANY SIGNIFICANT RAIN EVENT.12.ALL WORK WITHIN THE RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTIONAL AUTHORITIESENGINEERING STANDARDS, DETAILS AND SPECIFICATIONS.13.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR,MOBILIZATION, REMOVAL OR IDLING OF VEHICLES AND EQUIPMENT SHALL BE LIMITEDTO THE DAYS AND HOURS STATED ON THE PERMIT OR PUBLISHED BY THEJURISDICTIONAL AUTHORITY.Know what'sbelow.before you dig.CallR8/30/2019INITIAL SUBMITTALSHEET 2 OF 14REVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3N130596IAM DISTRICT 751233 BURNETT AVE NRENTON, WANOTESMFP19005351
TELEPHONE VAULTTELEPHONE RISERUTILITY POLE ANCHORUTILITY/POWER POLETRANSMISSION TOWERPOWER VAULTPAD MOUNTED TRANSFORMERGAS VALVEGAS METERGAS/POWER/TELEPHONEWATERGATE/GENERAL3-NOZZLESTORM DRAIN CATCH BASINSAN. SEWER MANHOLESAN. SEWER CLEAN OUTDESCRIPTIONSYMBOLSTORM DRAIN MANHOLESTORM DRAIN CULVERT(SCALEABLE)DRAINAGESYMBOLDESCRIPTIONSYMBOLDESCRIPTIONAERIAL FIBER - EXISTINGSTRAND - EXISTINGUG FIBER / CONDUIT - EXISTINGUG FIBER / CONDUIT - PROPOSEDAERIAL FIBER - PROPOSEDSTRAND - PROPOSEDF/OF/OXXXXGASWATERTELEPHONEELECTRICSANITARY SEWER (SEW)STORM DRAINFENCECABLE TVSTEAMOILUNKNOWN UTILITYLINETYPESEDGE OF PAVEMENTAERIAL FIBER - OVERLASHF/OF/OFIBER OPTICNEW WAVE VAULTEXISTING WAVE VAULTANCHOR - NEWUTILITY POLE - OVERLASHUTILITY POLE - NEWAPPROX. ROW CENTERLINEAPPROX. ROW BOUNDARYAPPROX LOT LINESAPPROX EASEMENT LINESAPPROX SECTION LINESEXISTING WAVE PEDESTALPROPOSED WAVE PEDESTALPROPOSED SYMBOLSKnow what'sbelow.before you dig.CallR8/30/2019INITIAL SUBMITTALSHEET 3 OF 14REVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3N230596IAM DISTRICT 751233 BURNETT AVE NRENTON, WALEGENDMFP19005351
SHEET 4 OF 14SCALEREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3R30596IAM DISTRICT 751233 BURNETT AVE NRENTON, WAROUTEN 3RD STREETN 2ND STREETN 4TH STREETN 5TH STREETN 6TH STREETFACTORY PLACE NBURNETT AVENUE NLOGAN AVENUE N
WILLIAMS AVENUE N
WELLS AVENUE N
PELLY AVENUE N
PARK AVENUE N
GARDEN AVENUE N
MEADOW AVENUE N
FACTORY AVENUE N
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5
SR 405
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WILLIAMS AVENUE SBURNETT AVENUE S AIRPORT WAYSOUTH TOBIN STREETLOGAN AVENUE S
HOUS
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MAPLE VALLEY HWYNE 3RD STREETRAINIER AVENUE SRAINIER AVENUE S
PLAN VIEW 3PLAN VIEW 4PLAN VIEW 5PLAN VIEW 1PLAN VIEW 2MFP19005351
F/OF/OF/OF/OF/O233 BURNETT AVE NX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXSHEET 5 OF 14 PROPOSE (1) 4X6' BORE PIT. REPAIR SURFACE PER CITY OF RENTON STANDARDS2PROPOSE (1) NB1730 FLUSH MOUNT VAULT.3BORE (1) 2"Ø CONDUIT. PULL FIBER CABLE THROUGH.4PROPOSE (1) NB2436 FLUSH MOUNT VAULT.POTHOLE ALL EXIST UTILITIES PRIOR TO BORE. REPAIR SURFACE PER CITY OF RENTONSTANDARDS.CONSTRUCTION NOTES1R1R2R3SCALEREV33MATCH TO SHEET 6 312V3PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONPV130596IAM DISTRICT 751233 BURNETT AVE NRENTON, WAPLAN VIEW 1DATE:REVISION:9/3/2016 INITIAL SUBMITTALN 3RD STREETBURNETT AVE N
MFP19005351
VV234 WILLIAMS AVE N817 N 3RD STXXXXXXXXXXX PROPOSE (1) 4X6' BORE PIT. REPAIR SURFACE PER CITY OF RENTON STANDARDS2PROPOSE (1) NB1730 FLUSH MOUNT VAULT.3BORE (1) 2"Ø CONDUIT. PULL FIBER CABLE THROUGH.4PROPOSE (1) NB2436 FLUSH MOUNT VAULT.5PROPOSE BREAKOUT OF EXISTING UTILITY VAULT, TRENCH (1) 2"Ø CONDUIT TO NEW WSVE VAULT. PULLFIBER CABLE THROUGH.POTHOLE ALL EXIST UTILITIES PRIOR TO BORE. REPAIR SURFACE PER CITY OF RENTONSTANDARDS.CONSTRUCTION NOTES132333154MATCH TO SHEET 5MATCH TO SHEET 714BURNETT AVE N
N 3RD STREETSHEET 6 OF 14REVPROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3PV230596IAM DISTRICT 751233 BURNETT AVE NRENTON, WAPLAN VIEW 2REVISION:9/3/2016 INITIAL SUBMITTALSCALEMFP19005351
SHEET 7 OF 14 EXIST VAULT. OPEN, INSPECT AND PULL FIBER THROUGH.2EXIST WAVE CONDUIT. PULL FIBER THROUGH.CONSTRUCTION NOTESPV330596IAM DISTRICT 751233 BURNETT AVE NRENTON, WAPLAN VIEW 38/30/2019INITIAL SUBMITTALSCALE121211PROPOSE BREAKOUT OF EXISTING UTILITY VAULT, TRENCH (1) 2"Ø CONDUIT TO NEW WAVE VAULT. PULLFIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF RENTONSTANDARDS.CONSTRUCTION NOTESCONTINUED FROM PLAN VIEW 2 - SHEET 6.1REVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R38/30/2019INITIAL SUBMITTALSCALE11112211112MATCH TO SHEET 6MATCH TO SHEET 8MFP19005351
REVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3SHEET 8 OF 14PV430596IAM DISTRICT 751233 BURNETT AVE NRENTON, WAPLAN VIEW 48/30/2019INITIAL SUBMITTALSCALE21121212 EXIST VAULT. OPEN, INSPECT AND PULL FIBER THROUGH.2EXIST WAVE CONDUIT. PULL FIBER THROUGH.CONSTRUCTION NOTES1MATCH TO SHEET 7MATCH TO SHEET 9MFP19005351
REVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3SHEET 9 OF 14PV530596IAM DISTRICT 751233 BURNETT AVE NRENTON, WAPLAN VIEW 58/30/2019INITIAL SUBMITTALSCALE1 EXIST VAULT. OPEN, INSPECT AND PULL FIBER THROUGH.2EXIST WAVE CONDUIT. PULL FIBER THROUGH.CONSTRUCTION NOTES121112211MATCH TO SHEET 8MFP19005351
8/30/2019INITIAL SUBMITTALREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3D230596IAM DISTRICT 751233 BURNETT AVE NRENTON, WANB24361.TRENCH/BORE DEPTHS SHALL HAVE A MINIMUM OF 30" COVER. IF 30" OF COVER ISNOT ATTAINABLE, WRITTEN APPROVAL OF THE WAVE PROJECT MANAGER ISREQUIRED, ALONG WITH DOCUMENTATION, IN DETAIL, OF THE PATH AND DEPTHVARIANCE.2.CONDUIT SWEEPS AT THE SIDES OF STRUCTURES (VAULTS, BUILDINGS OR POLES)SHALL BE SCHEDULE 40 PVC, 3FT MIN. RADIUS WITH BELL ENDS DOWN. SWEEPS ATPOLES SHALL BE A MINIMUM OF 5" FROM THE POLE AND/OR LINE UP WITH AN EMPTYPOSITION ON ANY EXISTING RISER BRACKETS. IF NOEXISTING RISER BRACKETS AREPRESENT, THE CONDUIT SHALL SWEEP UP ON THE SIDE OF THE POLE WITH THE'BUTT GAIN' CUT OUT3.SWEEPS AT THE SIDE OF A BUILDING SHALL BE APPROXIMATELY 2" FROM THE WALLTO ACCOMMODATE UNI-STRUT TO SECURE THE CONDUIT TO THE WALL.4.ALL VAULTS SHALL BE SET ON A 4" LAYER OF DRAINABLE GRAVEL MATERIAL ANDCONDUIT SHALL EXTEND ABOVE THE GRAVEL SURFACE.5.CONDUIT SHALL EXTEND NO MORE THAN 2" ABOVE GRAVEL BASE INSIDE OF VAULTSAND/OR NO MORE THAN 2" INSIDE VAULT WALL PENETRATIONS.6.PROOF ALL CONDUITS, INSTALL JET-LINE PULL STRING AND LOCATE WIRE.7.VAULTS TO BE INSTALLED PARALLEL WITH BORE/TRENCH PATH UNLESSEXISTING/PROPOSED CONDITIONS PROHIBIT SUCH ORIENTATION. CONTACT WAVEPROJECT MANAGER.8.INSTALL CONDUIT CAP UNLESS CABLE IS TO BE INSTALLED THE SAME DAY.9.CONDUIT TO ENTER VAULT FROM VAULT FLOOR UNLESS EXISTING CONDITIONSPROHIBIT SUCH LOCATION. CONTACT WAVE PROJECT MANAGER.SHEET 10 OF 14MFP19005351
REVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R38/30/2019INITIAL SUBMITTALD330596IAM DISTRICT 751233 BURNETT AVE NRENTON, WANB2436SHEET 11 OF 141.TRENCH/BORE DEPTHS SHALL HAVE A MINIMUM OF 30" COVER. IF 30" OF COVER ISNOT ATTAINABLE, WRITTEN APPROVAL OF THE WAVE PROJECT MANAGER ISREQUIRED, ALONG WITH DOCUMENTATION, IN DETAIL, OF THE PATH AND DEPTHVARIANCE.2.CONDUIT SWEEPS AT THE SIDES OF STRUCTURES (VAULTS, BUILDINGS OR POLES)SHALL BE SCHEDULE 40 PVC, 3FT MIN. RADIUS WITH BELL ENDS DOWN. SWEEPS ATPOLES SHALL BE A MINIMUM OF 5" FROM THE POLE AND/OR LINE UP WITH AN EMPTYPOSITION ON ANY EXISTING RISER BRACKETS. IF NOEXISTING RISER BRACKETS AREPRESENT, THE CONDUIT SHALL SWEEP UP ON THE SIDE OF THE POLE WITH THE'BUTT GAIN' CUT OUT3.SWEEPS AT THE SIDE OF A BUILDING SHALL BE APPROXIMATELY 2" FROM THE WALLTO ACCOMMODATE UNI-STRUT TO SECURE THE CONDUIT TO THE WALL.4.ALL VAULTS SHALL BE SET ON A 4" LAYER OF DRAINABLE GRAVEL MATERIAL ANDCONDUIT SHALL EXTEND ABOVE THE GRAVEL SURFACE.5.CONDUIT SHALL EXTEND NO MORE THAN 2" ABOVE GRAVEL BASE INSIDE OF VAULTSAND/OR NO MORE THAN 2" INSIDE VAULT WALL PENETRATIONS.6.PROOF ALL CONDUITS, INSTALL JET-LINE PULL STRING AND LOCATE WIRE.7.VAULTS TO BE INSTALLED PARALLEL WITH BORE/TRENCH PATH UNLESSEXISTING/PROPOSED CONDITIONS PROHIBIT SUCH ORIENTATION. CONTACT WAVEPROJECT MANAGER.8.INSTALL CONDUIT CAP UNLESS CABLE IS TO BE INSTALLED THE SAME DAY.9.CONDUIT TO ENTER VAULT FROM VAULT FLOOR UNLESS EXISTING CONDITIONSPROHIBIT SUCH LOCATION. CONTACT WAVE PROJECT MANAGER.MFP19005351
8/30/2019INITIAL SUBMITTALREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3D130596IAM DISTRICT 751233 BURNETT AVE NRENTON, WASWPPPELEMENT # 1 - MARK CLEARING LIMITSBMP C101 : PRESERVING NATURAL VEGETATION.ELEMENT # 2 - ESTABLISH CONSTRUCTION ACCESSN/A - MOBILE JOB SITES ALONG ROW.ELEMENT # 3 - CONTROL FLOW RATES (SEE ELEMENT #4.)ELEMENT # 4 - INSTALL SEDIMENT CONTROLSBMP C233: SILT FENCEELEMENT # 5 - STABILIZE SOILSBMP C120: TEMPORARY AND PERMANENT SEEDINGBMP C121: MULCHINGELEMENT # 6 - PROTECT SLOPESBMP C120: TEMPORARY AND PERMANENT SEEDINGBMP C121: MULCHINGELEMENT # 7 - PROTECT DRAIN INLETSC220: STORM DRAINAGE INLET PROTECTIONELEMENT # 8 - STABILIZE CHANNELS AND OUTLETSN/A - NO CHANNELS AFFECTED NO OUTLET PROTECTION REQUIREDELEMENT # 9 - CONTROL POLLUTANTSBMP C153: MATERIAL STORAGE, DELIVERY, AND CONTAINMENTELEMENT # 10 - CONTROL DE-WATERINGN/A - NO DE-WATERINGELEMENT # 11 - MAINTAIN BMP'SBMP'S SHALL BE INSPECTED AND MAINTAINED DURING CONSTRUCTION ANDREMOVED WITHIN 30 DAYS OF CITY DETERMINING SITE TO BE STABILIZED.TEMPORARY BMP'S MAY BE REMOVED WHEN NO LONGER REQUIRED.ELEMENT # 12 - MANAGE THE PROJECTTHE SWPPP SHALL BE FULLY IMPLEMENTED AT ALL TIMES AND MODIFIED WHENEVERTHERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE ATTHE CONSTRUCTION SITE THAT HAS OR COULD HAVE A SIGNIFICANT EFFECT ON THEDISCHARGE OR POLLUTANTS TO WATERS OF THE STATE.NOTES:1.PRIOR TO CONSTRUCTION, WAVE BROADBAND SHALL SCHEDULE AND ATTENDRE-CONSTRUCTION CONFERENCE WITH PLANNING DEVELOPMENT SERVICES.2.PLACE EQUIPMENT AT VAULT LOCATION3.INSTALL SILT FENCE AND OTHER MEASURES4.PULL CONDUIT5.BACKFILL AND OVERSEED REMAINING EXPOSED SOILS AND STABILIZE PROJECT.6.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES WITHIN 30 DAYS OFFINAL SITE STABILIZATION, OR AFTER THE TEMPORARY BMP'S ARE NO LONGERNEEDED.NOTES:1.Size the Below Grate Device (BIDG) for the storm waterstructure it will service.2.The BIDG shale have a built-in high-flow relief system(overflow bypass).3.The retrieval system must allow removal of the BIDG /ospilling the collection material.4.Perform maintenance in accordance w/ StandardSpecification 8-01.3(15).MFP19005351
8/30/2019INITIAL SUBMITTALSITE PHOTOGRAPHSREVISIONSREVREVISION:PROJECT NUMBER:JOB NAME:LOCATION:DIVISION HOLDINGS LLC ~ ASTOUNDFIBER DESIGN & CONSTRUCTIONDATE:R1R2R3PH130596IAM DISTRICT 751233 BURNETT AVE NRENTON, WAPHOTOSSHEET 14 OF 14 PROPOSE (1) 4X6' BORE PIT. REPAIR SURFACE PER CITY OF RENTON STANDARDS2PROPOSE (1) NB1730 FLUSH MOUNT VAULT.3BORE (1) 2"Ø CONDUIT. PULL FIBER CABLE THROUGH.4PROPOSE (1) NB2436 FLUSH MOUNT VAULT.5PROPOSE BREAK OUT OF EXISITNG VAULT, TRENCH (1) 2"Ø CONDUIT TO NEW WAVE VAULT. PULLCABLE THROUGH. REPAIR SURFACE PER CITY OF RENTON STANDARDSCONSTRUCTION NOTES1GASFIBER1.5' MIN.FIBER1.5' MIN.2.0' MIN.GAS
GAS2' MIN.13315133322MFP19005351