HomeMy WebLinkAboutMFP19004577.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP19004577
IVR Number: 19004577
Permit Information
Permit Name: Verizon - MCI
Address/Location:08/21/2019Application Date:3343301125Parcel Number: 1755 NE 48TH ST
Permit Type:08/27/2019Issue Date:Franchise
Permit Work Class:01/03/2022Expiration Date:Major Utility
Job Number: 1801BFZY.7_ROW_REN_2825Franchise Type:Telephone
Description: REVISION: bore path moved to roadway. See attached site plans for details
Install 178LF of 2" HDPE conduit, 3 vaults, and pull fiber in ROW of NE 48th St. Pothole all existing utilities.
Restoration per City of Renton standards.
APPROVED WITH COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
HOLLY NORTH
MGC TECHNICAL CONSTULTING, INC
8521 154th Ave NE
REDMOND, WA 98052
B: (206) 618-0651Applicant
MasTec Representative
MasTec
151 Stewart Rd SW
Pacific, WA 98047
Contact
Matthew Sapp
Verizon - MCI
Contact
Mastec Network Solutions Inc 22257 68th Avenue S
Kent, WA 98032
Contractor
Business License Number: 38949Construction Contractor: MASTENS876KN
Electrical Contractor: MASTENS863JS
Louise Popelka
Verizon MCI Buisness
3245 158th Ave SE
Bellevue, WA 98008
B: (425) 240-0238Specialized
Billing
X
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(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.
1801BFZY.7_ROW_REN_2825
AARON LEDVINA
206.715.6372
ALEDVINA@FG-INC.NET
RIGHT-OF-WAY AT NE 48TH ST 1807BDIN.5_ROW_EVT_0556
INSTALL 178 LF OF 2 IN HDPE CONDUIT, (1) VAULT AND PULL FIBER CABLE
IN THE RIGHT-OF-WAY OF NE 48TH ST. INSTALLATION VIA (172 LF) OF BORE AND (6 LF)
OF TRENCHING IN SOFT SOIL.
172
MASTEC, INC.253.797.1936
MASTENA991KJ
8/21/19
MFP19004577
Scott Warlick
RESTORATION PER CITY OF RENTON STANDARDSPOTHOLE ALL EXISTING UTILITIES
12/8/2021
CITY OF RENTON
TRAFFIC CONTROL PLAN
PROJECT NAME: PERMIT#
CONSTRUCTION COMPANY: PHONE#:
CONTACT NAME: PHONE#:
ADDRESS: CELL#:
E-MAIL ADDRESS: FAX#:
PROJECT LOCATION: N/E/S/W OF:
WORK TIME: APPROVED BY:
WORK DATE: APPROVAL DATE:
OFFICE COPY T-
CONTRACTOR DEV. SERVICE, INSPECTION P. MILLER
DEV. SERVICE, PLAN REVIEW B. BANNWARTH
POLICE CHARLES KARLEWICZ
FIRE FIRE MARSHALL FS #13
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.
PRINT NAME: DATE:
SIGNATURE:
1801BFZY.7_ROW_REN_2825
MASTEC NORTH AMERICA, INC
JAMIE ANDERSON-COLLINS
151 STEWART RD SW, BLDG A, PACIFIC, WA 98047 253.797.1936
JAMIE.ANDERSON-COLLINS@MASTEC.COM
9:00AM - 3:00PM
MONDAY - FRIDAY
Reset FormPrint Form
MFP19004577
Scott Warlick
8/21/2019
SKETCH
I
-- NORTH --
I
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 of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
• Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
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).
N
PROJECT ID NUMBER
1801BFZY.7_ROW_
REN_2825
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
1755 NE 48TH ST
JM
11/18/2021
1 2
TCS STAMP:1801BFZY.7_ROW_REN_2825COVER PAGETRAFFIC CONTROL PLAN11/18/2021 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-grade
intersections and/or driveways.
9. A Traffic Control Supervisor is required for all work affecting
ROW.
TRAFFIC CONTROL PLAN COVER PAGE
CONSTRUCTION
CONTRACTOR:
MASTEC
CASEY CHRISTLIEB
509-823-0985
CASEY.CHRISTLIEB@
MASTEC.COM
OUTSIDE PLANT
ENGINEERING:
MCI
BRAD LANDIS
425-229-3123
BRAD.LANDIS@
VERIZON.COM
ENGINEERING
CONTRACTOR:
MASTEC
GERALD LUKE
503-206-1280
GERALD.LUKE@
MASTEC.COM
www.invarion.com
MFP19004577
XXX
V V
BP BP
O
SE 76TH ST 25MPH
PUBLIC STORAGE
1755 NE 48TH ST
ROAD
WORK
AHEAD
W20-1
ROADWORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ONE LANEROADAHEAD
W20-4
ONE LANEROADAHEAD
W20-4
ONE LANEROADAHEAD
W20-4W20-7a
W20-7a
50' TO 300'
X
X
X 12'
10'
11'
X
X
LAKE WASHINGTON BLVD NE30MPH
50' TO 100'
6 DEVICE MIN
SIDEWALK CLOSED
AHEAD
CROSS HERE
R9-11(L)
SIDEWALK
CLOSED
R9-9
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
PROJECT ID NUMBER
1801BFZY.7_ROW_
REN_2825
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
1755 NE 48TH ST
JM
11/18/2021
2 2
TCS STAMP:1801BFZY.7_ROW_REN_2825ONE LANE TWO WAY
W/ FLAGGERS
SHEET 2 TCP IS FOR
SHEET C-01 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN11/18/2021 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
Legend
BP Bore Pit
Cone
Flagger
O Pole
Sign Stand
V Vault
Work Area
Work Truck
N
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
FLAGGERS SHALL STOP TRAFFIC TO ASSIST
PEDESTRIAN'S ACROSS SE 76TH ST SAFELY AT ALL TIMES.
www.invarion.com
MFP19004577
PROJECT STATUS: PERMITTING OUTSIDE PLANT CONSTRUCTIONENGINEERING SERVICES WARE-FACTORIA TO WARE-KENNYDALERENTON, WAUNDERGROUND CONDUIT INSTALLATIONRIGHT-OF-WAY CONSTRUCTION PERMITMCI PERMIT NUMBER: 1801BFZY.7_ROW_REN_2825SITE CODE: 1801BFZY.7CAPITAL PROJECT #: 072443-001LLCMFP19004577
SHEET INDEXPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-01OUTSIDE PLANT CONSTRUCTION
N/AN/AABAB(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_REN_2825CITY OF RENTON1755 SE 76TH STRENTON, 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) CONSTRUCTION DETAIL DRAWINGSSPECIFIC NOTES & DETAILS (E-SERIES) GENERAL NOTESCONSTRUCTION DETAIL DRAWINGSADDITIONAL INFORMATION (F-SERIES)NOT USEDA-00A-01A-02A-03B-01N/AC-01D-01 - D-04E-01E-02 - E-04N/AMFP19004577
PROJECT OVERVIEWPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-02OUTSIDE PLANT CONSTRUCTION
N/AN/AABAB(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_REN_2825CITY OF RENTON1755 SE 76TH STRENTON, WAPROJECT SCOPEADDRESS RANGE TABLEPRIMARY STREET ADDRESSESCROSS STREET(S)NE 48TH STN/AN/APROJECT QUANTITIESINSTALLQNTY2"D CONDUIT (DIRECT. BORE)2"D CONDUIT (OPEN CUT)30"X48"X24" VAULT(S)135 LF30 LF030"X60"X30" VAULT(S)324"X36"X24" VAULT(S)02"D CONDUIT (TRENCH)28 LF17"X30"X24" VAULT(S)048"X48"X48" MANHOLE(S)0MFP19004577
PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024A-03OUTSIDE PLANT CONSTRUCTION
N/AN/AABAB(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_REN_2825CITY OF RENTON1755 SE 76TH STRENTON, WASYMBOL KEYMCI PROPOSED CONSTRUCTIONDIRECTIONAL BORE/MISSILE BOREOPEN TRENCH17"X30"X24" VAULT24"X36"X24" VAULT30"X48"X24" VAULT30"X60"X30" VAULTBORE PITMCI EXISTING/FUTURE CONSTRUCTIONEXISTING MCI METRO CONDUITEXISTING MCI METRO VAULTVFUTURE MCI METRO CONDUITOTHER UTILITIESWWWATER LINEFIRE HYDRANTSDSTORMWATER LINESTORMWATER ACCESSSSSSWASTEWATER LINEWWWASTEWATER MANHOLEWATER VALVEOVERHEAD POWER LINEUNDERGROUND POWER LINETFPOWER TRANSFORMEREPOWER MANHOLEJPOWER JUNCTION BOXEPOWER CABINETEVPOWER VAULTPOLESTREET LIGHTTRAFFIC LIGHTWATER METERGAS LINEGAS METERTELECOM MANHOLETELECOM CABINETTELECOM VAULTUNKNOWN MANHOLEGAS VALVEUNKNOWN VAULTTELECOM LINEGMTTCTMHUVMH48"X48"X48" MANHOLEWVSTORMWATER CATCH BASINCBOTHER UTILITIESSIDEWALKEDGE OF PAVEMENTBACK OF CURBRIGHT OF WAYPLANIMETRICSE.O.P.STREET CENTERLINETREEB.O.C.R.O.W.C.L.UG/CUG/CDSMLFUTURE 17"X30"X24" VAULTFUTURE 24"X36"X24" VAULTFUTURE 30"X48"X24" VAULTFUTURE 30"X60"X30" VAULTDSMLSPLICE ENCLOSUREMFP19004577
PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024B-01OUTSIDE PLANT CONSTRUCTION
N/AN/AABAB(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_REN_2825CITY OF RENTON1755 SE 76TH STRENTON, WACONTACT INFORMATIONMCI METRO INC.UTILITIESRAILROADSFEDERAL GOVERNMENTOTHERCOUNTY GOVERNMENTSTATE GOVERNMENT1-800-483-4962CITY GOVERNMENTOUTSIDE PLANT ENGINEERING:NAME OF FIRM: MASTEC NORTH AMERICAPERMITTING MANAGER: HENSON SMITHPHONE: 425-287-8701EMAIL: HENSON.SMITH@MASTEC.COMENGINEERING CONTRACTOR:NAME OF FIRM: MASTEC NORTH AMERICAENGINEERING MANAGER: GERALD LUKEPHONE: 503-206-1280EMAIL: GERALD.LUKE@MASTEC.COMCONSTRUCTION CONTRACTOR:NAME OF FIRM: MASTEC NORTH AMERICACONSTRUCTION MANAGER: MATTHEW SMITHPHONE: 253-736-5107EMAIL: MATTHEW.SMITH2@MASTEC.COM(425)896-9830(425)896-9851(253)680-2403(360)395-5425(425)427-9903(206)396-6032(206)255-1961(425)970-7763(425)263-4019(720)387-3342(916)765-2074(425)427-9903(425)462-3852(888)225-5773(425)466-4771STAKE CENTER LOCATING ONE CALL SYSTEM (UTILITY LOCATES)AT&T LONG DISTANCE: DANIEL MCGEOUGHAT&T METRO: CLIFF ROBERTSAT&T MOBILITY/SINGULAR (SOUTH OF I-90): GARY TOPORKE AT&T MOBILITY/CINGULAR: BILL LACOUNTCENTURY LINK: IVAN ESMERALCOMCAST: JILL LOOKCOAL CREEK UTILITY DISTRICT: PATRICK MARTINELI/INTEGRA: ERIC LAYTONFRONTIER COMMUNICATIONS NW: JAY SCHWABLEVEL 3 COMMUNICATIONS: KRISHNA MITCHELL ONEFIBER COMMUNICATIONS: BILL BODINOLYMPIC PIPELINE CO.: TIMOTHY FEHRPUDGET SOUND ENERGY: ANDY SWAYNEPUDGET SOUND ENERGY EMERGENCY DISPATCHPSE/INFRASOURCE: AURELIE JOHANNSONPSE/POTELCO: BOB CARLSENSEATTLE PUBLIC UTILITIES: RICHARD COX(425)864-0496(206)900-4434T-MOBILE USA: NOTICE ADDRESSVERIZON WIRELESS NW: LELAH VAGA1-877-373-0093(425)603-8275XO COMMUNICATIONS/VERIZON WIRELESS: CHRISTOPHER MAPESZAYO FIBER SOLUTIONS: JOSEPH MORTON(206)315-5014(253)255-1917NAME OF FIRM: METRO ACCESS TRANSMISSION SERVICE, CORP. PROJECT MANAGER: BILL JENNESSPHONE: 425-457-6852EMAIL: WILLIAM.JENNESS@VERIZON.COMOUTSIDE PLANT CONTRUCTION:PROJECT SUPERVISOR:FIELD CONSTRUCTION SUPERINTENDENT:MANAGER:RIGHT-OF-WAY:AGENT:MANAGER:PERMITTING CONTRACTORMFP19004577
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SSSS
SSSSSSSS
SSWTCTCJCBCBCBCBCBSDSDWWWWWVWVWVWV1+630+001+00B.O.C.C.L.R.O.W.R.O.W.E.O.PCONTRACTOR TO REPAIRALL AFFECTED SIDEWALKPANELS IN ACCORDANCE WITHALL APPLICABLE STANDARDSLLLLE.O.PR.O.W.C.L.CONTRACTOR TO REPAIRALL AFFECTED SIDEWALKPANELS IN ACCORDANCE WITHALL APPLICABLE STANDARDSSTA: 0+00INSTALL (1)30" x 60" x 30" VAULTSTA: 0+28INSTALL (1)30" x 60" x 30" VAULTB.O.C.R.O.W.NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN
PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024C-01SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO INFRASTRUCTURE WITHIN 15 FEET OFADA RAMP WILL REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUGGED USING HYDRO VACCUUM EXCAVATION.ALL TELECOM UTILITY LOCATIONS ON PRINT ARE BASED ONFIELD SURVEY AND OBSERVATIONS. LOCATIONS MAY NOT BEACCURATE OR COMPLETE.0'10'20'40'OUTSIDE PLANT CONSTRUCTION CITY OF RENTONN/AABABDATE DESCRIPTION INITIAL
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATION 1755 SE 76TH STRENTON, WA1801BFZY.7_ROW_REN_28251" = 20'STA: 0+28L BOREPIT 3' X 5'STA: 01+63L BOREPIT 3' X 5'7'5'7'3'MFP19004577POTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS(TRENCH)INSTALL 15 LF OF 1 - 2" HDPE CONDUIT (OPEN CUT)135INSTALL 15 LF OF 1 - 2" HDPE CONDUIT (OPEN CUT)SE 76TH ST
MCI CONSTRUCTION DETAILS/TYPICALSTYPICAL DIRECTIONAL BORE DETAILFOR CONDUITDIRECTIONAL BORE CROSS SECTIONCOVERHDPE's, AS SPECIFIED & CONDUIT AS SPECIFIED FIBER OPTIC CABLEINNERDUCTS AND/OR E/W ANY NUMBER OF EXISTING GRADETYPICAL DETAILAA4" DIAMETER TO SEAL GAP BETWEEN 2" CONDUIT AND PVC SLEEVE.EPOXY GROUT IS USED AT BOTH ENDS OF CORE BORE (WHERE OCCCURS)CORE BORENOTE:HEADWALL DIAM. CORE BOREEPOXIED INTO 5" SCHEDULE 40 GIP/GRC CONCRETE OR ROCK 4" CORE BORE2" CONDUITTYPICAL DETAILCDIRECTIONAL BORE CROSS SECTIONFOR JOINT CONDUITCOVERCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLEEXISTING GRADETYPICAL DETAIL BAPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-01OUTSIDE PLANT CONSTRUCTION
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_NEW_2825CITY OF RENTON1755 SE 76TH STRENTON, WAN/AN/AABABMFP19004577
MIN.TRENCH & PLACE CONDUITEXISTING GRADEBURIED CABLE MARKER TAPECOMPACT BACKFILLS IN 6" LAYERS WITH ROCK FREE MATERIALCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLECOVER12" MIN. BELOW FINISHED GRADE6" MIN.TYPICAL DETAILB12"OPEN CUT CONCRETE OR ASPHALTPLAN VIEWCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLESAW CUT AND REMOVE 2' MIN.TYPICAL DETAILAMCI CONSTRUCTION DETAILS/TYPICALSTYPICAL OPEN TRENCH DETAILCOVERVARIESTRENCH EROSION CONTROLFRONT CROSS SECTION VIEWEXISTING GRADEFILLED BAGSCLEAN BACKFILLTOE OF BANKCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLENOTE: BACKFILL MUST BE MADE WITH ROCK FREE MATERIALNOTES:1. INTERLOCK BAGS INTO TRENCH, ONE LAYER PARALLEL WITH THE CABLE, THE SECOND LAYER CROSSWISE AND THE THIRD LAYER PARALLEL, ETC.. TAMP THE BAGS FIRMLY INTO PLACE AND PLACE THE BAGS SO THEY WILL CONFORM TO THE PREDISTURBED BANK.2. BAGS WILL EXTEND THE FULL WIDTH AND DEPTH OF EXCAVATION TO UNDISTURBED SOIL.SPACE ROWSEQUALLYVARIESEXISTING GRADETOP OF BANKFILLED BAGSSIDE CROSS SECTION VIEWTYPICAL DETAILDAXTRENCH & PLACE JOINT CONDUITEXISTING GRADEBURIED CABLE MARKER TAPECOMPACT BACKFILL IN 6" LAYERS WITH ROCK FREE MATERIAL. 2-SACK SAND-SLURRY BACKFILL MAY BE REQUIRED BY THE LOCAL GOV. AGENCYCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLECONDUIT AS SPECIFIED E/W PULL ROPECOVER.12" MIN. BELOW FINISHED GRADE12" MIN.TYPICAL DETAILCAPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-02OUTSIDE PLANT CONSTRUCTION
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_NEW_2825CITY OF RENTON1755 SE 76TH STRENTON, WAN/AN/AABABMFP19004577
MCI CONSTRUCTION DETAILS/TYPICALSRESTORATION DETAILSREMOVE AND RESTORE ASPHALTFOR CONDUITASPHALT OVERLAY (IF REQUIRED)(VARIES PER PERMIT REQUIREMENT)24" MIN.4" MIN.CONCRETE SUB BASEBURIED CABLE MARKER TAPECOMPACT BACKFILLS IN 6" LAYERS WITH ROCK FREE MATERIAL6" MIN.CLEAN BACKFILLCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE6" MIN.3" MIN.CLEAN BACKFILL6" MIN.EXISTING ASPHALT6"TYPICAL DETAILAREMOVE AND RESTORE CONCRETEFOR CONDUITCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE3" MIN.TYPICAL DETAILBPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-03OUTSIDE PLANT CONSTRUCTION
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_NEW_2825CITY OF RENTON1755 SE 76TH STRENTON, WAN/AN/AABABMFP19004577
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.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024D-04OUTSIDE PLANT CONSTRUCTION
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_NEW_2825CITY OF RENTON1755 SE 76TH STRENTON, WAN/AN/AABABMFP19004577
CITY OF RENTON GENERAL NOTES AND REQUIREMENTSGENERAL NOTESALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON MUNICIPAL CODE TITLE IV, ALLAPPLICABLE ORDINANCES, THE PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLICRIGHT-OF-WAY (PROWAG), THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ALLWSDOT STANDARDS AND SPECIFICATIONS.1.ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 36" COVER FROM FINISHED GRADE, DITCH BOTTOM, OR NATURALGROUND. REFER TO WSDOT UTILITY MANUAL FOR PIPE COVER REQUIREMENTS ON STATE ROUTES; SR 18, SR 99, SR 161, SR 509.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVEEQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND TOPROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHINTHE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOREACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23-TRAFFIC CONTROL, SHALLAPPLY.12.TEMPORARY EROSION AND SEDIMENTATION CONTROL SHOULD BE IN ACCORDANCE WITH THE KING COUNTY EROSION ANDSEDIMENT CONTROL STANDARD. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATEWITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANINGOPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM.15.ANY EXCAVATION WITHIN PROXIMITY OF TREE DRIP LINES SHALL BE PERFORMED VIA HYDRO VACUUM EXCAVATION.16.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITY DISTRICTS AND PRIVATE PROPERTY OWNERS WHENSUCH PROPERTY IS LIABLE TO INJURY OR DAMAGE THROUGH THE PERFORMANCE OF THE ABOVE WORK. CALL 1-800-424-5555 48HOURS IN ADVANCE FOR UNDERGROUND UTILITY LOCATION. THIS INSTRUCTION DOES NOT RELIEVE THE CONTRACTOR FROMREQUIRED NOTIFICATION OF COUNTY INSPECTORS AS SPECIFIED IN PARAGRAPH 1, ABOVE.9.AFTER COMPLETION OF CONSTRUCTION WORK THE CONTRACTOR SHALL RESTORE ALL RIGHTS OF WAY AND PUBLIC PLACES TOTHE CONDITION WHICH IS EQUIVALENT TO OR BETTER THAN THE CONDITION OF THE RIGHT OF WAY PRIOR TO COMMENCING THEWORK AND TO A CONDITION SATISFACTORY TO THE CITY WITHIN 30 DAYS. CONTRACTOR SHALL REPAIR THE DAMAGE AT ITSSOLE COST AND EXPENSE, WITHOUT DELAY OR INTERRUPTION AND WITHIN THE TIME PERIOD PRESCRIBED BY THE CITY.11.3.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITYOF RENTON, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. ALL PRE-CONSTRUCTION MEETINGSSHALL BE SCHEDULED AT A MAXIMUM OF 14 DAYS PRIOR TO THE JOB START DATE.4.JOBS ARE REQUIRED TO BE CALLED IN FOR JOB START, RE-INSEPCTION AND PROJECT FINAL INSPECTIONS. INSPECTIONS SHALLBE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BYGOING TO MYBUILDINGPERMIT.COM.6.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES.13.ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUEFUNCTION.14.7.WHENEVER PART OF A SQUARE OR SLAB OF EXISTING CONCRETE SIDEWALK OR DRIVEWAY IS CUT OR DAMAGE, THE ENTIRESQUARE OR SLAB SHALL BE REMOVED OR REPLACED. ALL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH THECITY OF RENTON STANDARDS.PERMITTEE SHALL NOT CLEAR, REMOVE OR DISTURB ANY TREES OR VEGETATION IN THE RIGHT OF WAY WITHOUT SUBMITTING AREVEGETATION AND EROSION CONTROL PLAN, IN FORM AND CONTENT ACCEPTABLE TO THE CITY.17.CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS, BUT NOT MORE THANSEVENTY-TWO (72) HOURS, PRIOR TO COMMENCING THE WORK. CREW MUST CALL PERMIT # AND WORK LOCATION EACHMORNING THEY ARE TO BE WORKING IN TOWN TO VERIFY THE START OF WORK. FAILURE TO PROVIDE SUCH NOTICE WILL RESULTIN THE ASSESSMENT OF A JOB START PENALTY CHARGE PER EACH OCCURRENCE, IN ADDITION TO ANY OTHER FEES PROVIDEDFOR IN THIS PERMIT.10.GENERAL NOTES5.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY.WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROLDENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION.THE AGGREGATE WILL BE 3/8 -INCH MINUS.PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-01OUTSIDE PLANT CONSTRUCTION
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_NEW_2825CITY OF RENTON1755 SE 76TH STRENTON, WAN/AN/AABABMFP19004577
CITY OF RENTON DETAILS/TYPICALSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-02OUTSIDE PLANT CONSTRUCTION
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_NEW_2825CITY OF RENTON1755 SE 76TH STRENTON, WAN/AN/AABABMFP19004577
CITY OF RENTON DETAILS/TYPICALSPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-03OUTSIDE PLANT CONSTRUCTION
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_NEW_2825CITY OF RENTON1755 SE 76TH STRENTON, WAN/AN/AABABMFP19004577
TEMPORARY EROSION/SEDIMENTATION CONTROLSHEET 1 OF 1 SHEETPrefabricated units may be used in lieu of the designshown on this plan upon approval of the Eng
ineer.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 Specificat
ion 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 l
ines.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, MIN
IMIZE 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 po
int 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 p
laced 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 si
lt fencing parallel to mapped contour lines.3/22/13HIGH VISIBILITY SILT FENCEWSDOT-I-30.17-00PROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PROJECT ID NUMBER:PERMITTING ENTITY:PROJECT LOCATION:Foresite Group, Inc.3000 E Cesar Chavez St.Suite 400Austin, TX 78702w | www.fg-inc.neto | 334.887.6064f | 334.887.6024E-04OUTSIDE PLANT CONSTRUCTION
(KENNYDALE CRAN Hub) RENTON UG PHASE II
UNDERGROUND CONDUIT INSTALLATIONDATE DESCRIPTION INITIAL1801BFZY.7_ROW_NEW_2825CITY OF RENTON1755 SE 76TH STRENTON, WAN/AN/AABABMFP19004577