HomeMy WebLinkAboutMFP21005722.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21005722
IVR Number: 21005722
Permit Information
Permit Name: North Renton - Node 285 - Seg 29
Address/Location:11/29/2021Application Date:7231501010Parcel Number: 1010 S 2ND ST
Permit Type:12/14/2021Issue Date:Franchise
Permit Work Class:12/14/2022Expiration Date:Minor Utility
Job Number: 21997.29Franchise Type:Telephone
Description: STARTING NEAR 211 MILL AVE S, CONTRACTOR TO CORE EXISTING CTL VAULT AND DIRECTIONAL BORE /
OPEN TRENCH TO NEAR 1010 2ND AVE S. INSTALL (1) 24"X36" EXTENET VAULT AND SPLICE CASE AT
PROPOSED LOCATION AND SPLICE (1) 12CT TAIL FOR FUTURE CONNECTION. CONTRACTOR TO PLACE (1) 4"
CONDUIT AND (1) 24CT FIBER CABLE THROUGHOUT. RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Michael Karalus
Waeco
18543 Cascade View Dr SE
Monroe, WA 98272
ApplicantX
Rachel Fenton
Extenet Systems LLC
3030 Warrenville Road Warrenville
Rd, Suite 340
Lisle, IL 60532
Applicant
Wade Edelbrock
Waeco Construction LLC
18543 Cascade View Dr SE
Monroe, WA 98272
B: (360) 794-7785
C: (206) 423-7074
Contractor
Business License Number: 37230Construction Contractor: WAECOCL930LF
YWCA 1118 5TH AVE
SEATTLE , WA 98101
Owner
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
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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.
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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 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
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
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
ExteNet
NW-WA-STTKNT07-VZW
Michael Karalus
1010 2ND AVE S
Core existing CTL vault at the intersection of Mill Ave S and S 2nd St.
(425)408-2595
michael.karalus@waecoeng.com
North Renton Node 285 Seg 29
X X
Waeco Construction LLC (360)794-7785
WAECOCL930LF 37230
11/24/21
Directional bore north to place new HH near small cell node.
XX
XX
125
MFP21005722
Scott Warlick 12/14/2021
POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 3/18/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 3/18/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐ Electronic Copy of the TCP Application
☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
▪ Include map(s) showing the location of the project and work area.
▪ Be legible lettering and clear, contrasting, symbols of viewing or printing.
▪ Must indicate street names, and north arrow and scale.
▪ Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
1010 2ND AVE S
Waeco Construction LLC
Michael Karalus (425) 408-2595
18543 Cascade View Dr SE Monroe/ WA 98272
X
X
Core existing CTL vault at the intersection of Mill Ave S and S 2nd St.
Directional bore north and place new HH near small cell node.
North Renton - Node 285 - Seg 29 MFP21005722
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 12/14/2021
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 3/18/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
• Must have approved Traffic Control Plan (TCP) prior to commencing the work.
• Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
• WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
• Comply with all traffic regulations of the City of Renton and the State of Washington.
• Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
• Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
• Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
• Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
• The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
• In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
• Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
• All permit conditions shall be met.
NOTES:
• Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
• Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
• Approved Temporary Traffic Control Plan must be at the work site during work hours.
• Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure.
• Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
• Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
• Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
• In the case of Temporary No Parking Zones, all the following apply in addition to previous:
• Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
• Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 3/18/2021
• The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
• Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
Michael Karalus
11/24/2021
TRAFFIC CONTROL PLAN20'SCALE: 1"=20'010'1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_TCP.DWGSHEET #PROJECT NUMBER: 21097.2924 HOUR CONTACTPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 2ND AVE S,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/15/21TECHENGHBJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMOF3RURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X (FEET)35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICE SPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)NOTES:1.ALL SIGNS ARE 36" - 36" ACROSS2.ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE3.CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4.STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5.FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6.IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7.SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB8.NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTIONHOURS OF TCP: 9AM-3PMDESCRIPTION: CORE EXISTING VAULT,DIRECTIONAL BORE/OPEN TRENCH. INSTALLEXTENET VAULT AND SPLICE CASE ATPROPOSED LOCATION. SPLICE TAIL. PLACECONDUIT AND FIBER CABLE THROUGHOUT.RESTORATION TO MEET/EXCEED CITY OFRENTON STANDARDS.TRAFFIC CONTROL PLANLEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEWORK AREAX*X*W1-4LROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-112'11'11'19'18'10'12'12'19'19'MILL AVE SS 2ND STPARCEL# 7231500960211 MILL AVE SPARCEL# 72315010101010 2ND AVE SPARCEL# 0007200050200 MILL AVE SPARCEL# 76850000101100 S 2ND STL/2*SIDEWALKCLOSEDR9-9TEMPORARY ADA RAMP TO BE PLACED ACROSS FROM 1010 MILL AVE SNOTE:SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONESIDEWALKCLOSEDR9-9M4-9BRDETOURPLACE AT INTERSECTION OF S 2ND ST AND MAIN AVE SPEDESTRIAN ESCORT:STOP WORK, SECURE PASSABLE ADACOMPLIANT PEDESTRIAN ACCESS ON EXISTINGSIDEWALK (4' MIN). CLEAR ZONE MUST BE FREEOF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.X*X*BEPREPAREDTO STOPW3-4W20-7aX*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7aNOTE:CONTRACTOR TO ALLOWDRIVEWAY ACCESSBETWEEN CONESMFP21005722
TRAFFIC CONTROL PLANSCALE: 1"=30'30'020'10'2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_TCP.DWGSHEET #PROJECT NUMBER: 21097.2924 HOUR CONTACTPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 2ND AVE S,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/15/21TECHENGHBJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMOF3RURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X (FEET)35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICE SPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)NOTES:1.ALL SIGNS ARE 36" - 36" ACROSS2.ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE3.CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4.STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5.FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6.IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7.SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB8.NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTIONHOURS OF TCP: 9AM-3PMDESCRIPTION: CORE EXISTING VAULT,DIRECTIONAL BORE/OPEN TRENCH. INSTALLEXTENET VAULT AND SPLICE CASE ATPROPOSED LOCATION. SPLICE TAIL. PLACECONDUIT AND FIBER CABLE THROUGHOUT.RESTORATION TO MEET/EXCEED CITY OFRENTON STANDARDS.TRAFFIC CONTROL PLANLEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKUNIFORMED POLICE OFFICERPEDESTRIAN ESCORT:STOP WORK, SECURE PASSABLE ADACOMPLIANT PEDESTRIAN ACCESS ON EXISTINGSIDEWALK (4' MIN). CLEAR ZONE MUST BE FREEOF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.20'
TYPE III BARRICADETOROAD CLOSEDTHRU TRAFFICDETOURR11-4D19'ROADWORKAHEADW20-1W20-3ROADCLOSEDAHEADX*X*X*DETOURAHEADW20-2aW20-3ROADCLOSEDAHEADX*X*X*ROADWORKAHEADW20-1W20-3ROADCLOSEDAHEADDETOURAHEADW20-2aS 2ND STMILL AVE S
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S 12'12'12'M4-9LDETOURM4-9BRDETOURR11-2STREETCLOSEDNOTE:UPO TO BE ON SITE TOENSURE PROPER LANEUSAGE AND MITIGATE ANYTRAFFIC CONCERNSNOTE:CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE/ IMPACT PRIORTO CONSTRUCTION11'12'12'PARCEL# 7231500960211 MILL AVE SPARCEL# 0007200050200 MILL AVE SPARCEL# 76850000101100 S 2ND STPARCEL# 72315010101010 2ND AVE SR3-1CROSSWALKCLOSEDR9-3XCPLACE ON BRONSON WAY SAND S 2ND STPLACE AT-MILLS AVE S AND S 3RD ST FORSOUTHBOUND TRAFFIC-MAIN AVE S AND S 2ND ST FORNORTHBOUND, SOUTHBOUND, ANDEASTBOUND TRAFFIC-MAIN AVE S AND S 3RD ST FORAND NORTHBOUND ANDSOUTHBOUND TRAFFIC-MILLS AVE S AND BRONSON WAY SFOR NORTHBOUND TRAFFICR3-2X*MFP21005722Coordinate all work andtraffic control with thefire department
TRAFFIC CONTROL PLANSCALE: 1"=30'30'020'10'3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_TCP.DWGSHEET #PROJECT NUMBER: 21097.2924 HOUR CONTACTPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 2ND AVE S,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/15/21TECHENGHBJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMOF3RURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X (FEET)35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICE SPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)NOTES:1.ALL SIGNS ARE 36" - 36" ACROSS2.ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE3.CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4.STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5.FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6.IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7.SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB8.NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTIONHOURS OF TCP: 9AM-3PMDESCRIPTION: CORE EXISTING VAULT,DIRECTIONAL BORE/OPEN TRENCH. INSTALLEXTENET VAULT AND SPLICE CASE ATPROPOSED LOCATION. SPLICE TAIL. PLACECONDUIT AND FIBER CABLE THROUGHOUT.RESTORATION TO MEET/EXCEED CITY OFRENTON STANDARDS.TRAFFIC CONTROL PLANLEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARKUNIFORMED POLICE OFFICERPEDESTRIAN ESCORT:STOP WORK, SECURE PASSABLE ADACOMPLIANT PEDESTRIAN ACCESS ON EXISTINGSIDEWALK (4' MIN). CLEAR ZONE MUST BE FREEOF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.20'
TYPE III BARRICADE TOROAD CLOSEDTHRU TRAFFICDETOURR11-4DTOROAD CLOSEDTHRU TRAFFICDETOURR11-4D19'X*X*X*ROADWORKAHEADW20-1W20-3ROADCLOSEDAHEADDETOURAHEADW20-2aX*X*X*W20-3ROADCLOSEDAHEADDETOURAHEADW20-2aX*X*X*W20-3ROADCLOSEDAHEADDETOURAHEADW20-2aS 2ND STMILL AVE S
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S 12'12'12'M4-9LDETOURM4-9BRDETOURR11-2STREETCLOSEDNOTE:UPO TO BE ON SITE TOENSURE PROPER LANEUSAGE AND MITIGATE ANYTRAFFIC CONCERNSNOTE:CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE/ IMPACT PRIORTO CONSTRUCTION11'12'12'PARCEL# 7231500960211 MILL AVE SPARCEL# 0007200050200 MILL AVE SPARCEL# 76850000101100 S 2ND STPARCEL# 72315010101010 2ND AVE SPLACE ON BRONSON WAY SAND S 2ND STR3-1X*X*X*ROADWORKAHEADW20-1W20-3ROADCLOSEDAHEADDETOURAHEADW20-2aR3-2X*CROSSWALKCLOSEDR9-3XCR3-2PLACE AT-MILLS AVE S AND S 3RD ST FORSOUTHBOUND TRAFFIC-MAIN AVE S AND S 2ND ST FORNORTHBOUND, SOUTHBOUND, ANDEASTBOUND TRAFFIC-MAIN AVE S AND S 3RD ST FORAND NORTHBOUND ANDSOUTHBOUND TRAFFIC-MILLS AVE S AND BRONSON WAY SFOR NORTHBOUND TRAFFICMFP21005722
ADDRESS: 1010 S 2ND ST, RENTON, WA 98057PROJECT NAME: COR - NODE 285 - SEG 29SITE LOCATIONCONTACTSSITE INDEXDANIEL MENDOZASUPERVISOREXTENETDMENDOZA@EXTENETSYSTEMS.COM951.400.9673JOSEPH PARKERENGINEER MANAGERWAECO ENGINEERINGJPARKER@WAECOENG.COM253.315.33261 - COVER SHEET/SITE LOCATION2 - LEGEND3 - GENERAL NOTES4 - DESIGN VIEW5 - RESTORATION PLAN6 - SITE PHOTOGRAPHS7 - UNDERGROUND TYPICALS8-9 - RESTORATION TYPICALS 1-2SCOPE OF WORK:STARTING NEAR 211 MILL AVE S,CONTRACTOR TO CORE EXISTING CTL VAULTAND DIRECTIONAL BORE / OPEN TRENCH TONEAR 1010 2ND AVE S. INSTALL (1)-24"X36"EXTENET VAULT AND SPLICE CASE ATPROPOSED LOCATION AND SPLICE (1)-12CTTAIL FOR FUTURE CONNECTION.CONTRACTOR TO PLACE (1)-4" CONDUIT AND(1)-24CT FIBER CABLE THROUGHOUT.CONTRACTOR TO VERIFY EXISTING UTILITYDEPTHS AND LOCATIONS PRIOR TOCONSTRUCTION. ALL RESTORATION TO MEETOR EXCEED CITY OF RENTON STANDARDS.SHEETS 4/5 VICINITY MAPCOVER SHEET1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.29EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 S 2ND ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/03/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9CONSTRUCTION FOOTAGEOPEN TRENCH5'-0"DIRECTIONAL BORE120'-0"MFP21005722
RISERPOLE ANCHOR/DOWN GUY - EXISTINGPOLE ANCHOR/DOWN GUY - PROPOSEDSTREET LIGHT POSTMISC. UTILITYUTILITY POLE - EXISTINGPOLE - PROPOSEDGROUND/BONDTREEFIRE HYDRANTBUSHSTORAGE - EXISTINGSTORAGE - PROPOSEDSPLICE POINT - PROPOSEDSPLICE POINT - EXISTINGPULBOX - PROPOSEDVAULT - EXISTINGVAULT - PROPOSEDAERIAL FIBER - EXISTINGCONDUIT - EXISTINGAERIAL FIBER - PROPOSEDCONDUIT - PROPOSEDGASWATERTELEPHONEELECTRICSANITARY SEWER (SEW)STORM DRAINFENCECABLE TVSTEAMOILUNKNOWN UTILITYPVCSTA.RGSRIGID GALVANIZED STEEL CONDUITPOLY VINYL CHLORIDESTATIONMHMPHDPEJBHHHANDHOLEJUNCTION BOXMILE POSTHIGH DENSITY POLYETHYLENEMANHOLEROWRIGHT OF WAYCATCH BASIN/INLETFIBER DISTRIBUTION PANEL - EXISTINGRIGHT OF WAYFIBER DISTRIBUTION PANEL - PROPOSEDPOLE TABLE/ ATTACHMENT CALLOUT SEQUENTIAL CALLOUTSEQUENTIAL IN TAIL CALLOUTSEQUENTIAL TAIL OUT CALLOUTPROPOSED DOWN GUY ON EXISTING ANCHOR#F#F#FGRAVEL/ ROCK WALLSIDEWALKBRICKWATEREDGE OF PAVEMENTCURBFIBER OPTICTELECOMMUNICATIONSPEDESTAL - EXISTINGPEDESTAL - PROPOSEDPARCEL BOUNDARYUTILITY ENDSUTILITY CONTINUESHEDGESTREET LIGHTPHOTO MARKERSTATION LINEBORE PITPD-##PEDESTAL-NUMBERVT-##VAULT-NUMBERUP-##UTILITY POLE-NUMBERLEGEND#PULLBOX - EXISTINGCONCRETE RESTORATIONASPHALT RESTORATIONASPHALT OVER PCC RESTORATIONLANDSCAPE RESTORATION2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.29EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 S 2ND ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/03/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9AERIAL FIBER - OVERLASHTRAFFIC ARM/STOP LIGHTPOLE NUMBERTAG NUMBERPX
POLE OWNERPSEADDITIONAL POLE TAGTAG NUMBERUTILITY1XX'XX"PROP UTILITYX'XX"MFP21005722
GENERAL NOTESGENERAL NOTES: The locations of utilities shown on these drawing are only approximate. Waeco Engineering hereby disclaims anyresponsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact thestatewide call-before-you-dig system to ascertain the location of underground utilities prior to performing any excavation.1. All materials, workmanship, and construction of utility improvements shall meet or exceed site work standards and the standards andspecifications set forth in the jurisdiction regulations and applicable state and federal regulations. Where there is conflict between theseplans and the specifications, or any applicable standards, the higher quality standard shall apply. All work within public r.o.w. Or easementsmay require inspected and approved by the jurisdiction inspector. Inspection services and construction certification to be provided bydesignee of project sponsor/owner.2. The contractor is specifically cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on recordsof the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon as beingexact or complete. The contractor must call the local utility location center at least 48 hours before any excavation to request exact fieldlocations of existing utilities. The contractor shall verify pertinent locations and elevations, especially at the connection points and atpotential utility conflicts. It shall be the responsibility of the contractor to relocate all existing utilities that conflict with the proposedimprovements shown on these plans.3. The contractor shall be responsible for obtaining all necessary permits from all applicable agencies. The contractor shall notify thejurisdiction inspector at least 48 hours prior to the start of any earth disturbing activity or construction on any and all public improvements ifrequired.4. The contractor shall coordinate and cooperate with the jurisdiction and all utility companies with regard to relocations or adjustments ofexisting utilities during construction, to assure that the work is accomplished in a timely fashion, and with a minimum disruption of service.The contractor shall be responsible for contacting all parties affected by any disruption of any utility service.5. The contractor shall have one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and one(1) copy of any permits and extension agreements needed for the job on-site at all times.6. The contractor shall be responsible for all aspects of safety including, but not limited to: excavation, trenching, shoring, traffic control, andsecurity.7. If, during the construction process, conditions are encountered by the contractor, his subcontractors, or other affected parties which couldindicate a situation that is not identified in the plans or specifications, the contractor shall contact the engineer immediately.8. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.9. For work affecting public roadways or if required by the jurisdiction, the contractor shall submit a traffic control and phasing plan inaccordance with m.u.t.c.d. For approval. Prior to any construction activities within or affecting the right-of-way, the contractor shall beresponsible for providing any and all traffic control devices as may be required by said plans. Prior to installation a preconstructionconference shall be held with jurisdiction.10. The contractor is responsible for providing all labor and materials necessary for the completion of the intended improvements shown onthese drawings or designated to be provided, installed, constructed, removed or relocated unless specifically noted otherwise.11. Per agency standards the contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt trackedfrom the site.12. The contractor shall be responsible for recording record information on a set of record drawings kept at the construction site and availableto the jurisdiction inspector at all times.13. Dimensions for layout and construction are not to be scaled from any drawing. For additional information contact the engineer forclarification and note on the record drawings.14. All erosion and sediment control (e.s.c.) Measures shall be installed at the limits of construction prior to ground disturbing activity. All e.s.c.Measures shall be maintained in good repair by the contractor until such time as the entire disturbed areas are stabilized with hard surfaceor landscaping.15. All work within the public right-of-way is subject to the jurisdiction of the jurisdiction engineering department standard details andspecifications.16. All construction operations, including the warming up, repair, arrival, departure or running of trucks, earth moving equipment, constructionequipment and any other associated equipment shall generally be limited to the time period approved by the jurisdiction.3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.29EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 S 2ND ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/03/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9MFP21005722
PROJECT SHEETCONSTRUCTION NOTESPOTHOLE UTILITY CROSSINGS PRIOR TO BORE#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION.4ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.29EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 S 2ND ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/03/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF920'SCALE: 1"=20'010'PARCEL# 72315010101010 2ND AVE SPARCEL# 7231500960211 MILL AVE SPARCEL# 0007200050200 MILL AVE SPARCEL# 76850000101100 S 2ND STS 2ND STMILL AVE S5'120'9'2'1'
3'
11'
7'
1'
4'
6'7'
2'12345123245NODE NW-WA-WINONASC-0028512MFP21005722RESTORATION PER CITY OF RENTON STANDARDS
RESTORATIONNOTES5ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.29EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 S 2ND ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/03/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9RESTORATION NOTESPOTHOLE UTILITY CROSSINGS PRIOR TO BORE20'SCALE: 1"=20'010'PARCEL# 72315010101010 2ND AVE SPARCEL# 7231500960211 MILL AVE SPARCEL# 0007200050200 MILL AVE SPARCEL# 76850000101100 S 2ND STS 2ND STMILL AVE S37'47'8'4'2'
6'4'5'7'1'3'2'16'10'6'ABCCCABCMFP21005722
CONSTRUCTION NOTESSITEPHOTOGRAPHS6ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.29EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 S 2ND ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/03/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9FACING NORTH FROM THE SOUTHWEST CORNER OF S 2ND ST & MILL AVE S1FACING SOUTH FROM THE WEST SIDE OF MILL AVE S2NODE NW-WA-WINONASC-00285123324512345MFP21005722
UNDERGROUNDTYPICALS7ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.29EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 S 2ND ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/03/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF93"24"35 1/2"24"40 3/8"28 3/4"Inside DimensionsLengthWidthDepthBULK424T072HDPE STRUCTURAL FOAM/ CHANNELLSHIELD COVRChannell's SGLB AssemblyFEATURES:·Vault body: 24X36X24 inches (Open Floor)·HDPE Body - Channell Polymer Cover - Load ratedTier 22 (ANSI/SCTF 77 2010)·1 SHIELD Cover, Tier 22, with slip Resistant Tread·2 Cover locking bolts, 9/16 stainless steel hex headbolts 3/8-16 UNC x 3 12" thread bolts with washers·2 Box self centering stainless steel corrosion resistantnuts·2 Temporary drop doors: 1 each side·Minimum of 2 lifting slots in cover equipped withstainless steel pins (slots approximately 34" x 2")·4 Reinforced polymer step racks, 2 per side·2 lifting slots approximately 34" x 4" with stainless steellifting pins.WEIGHT & SHIPPING·Cover Weight:50 lbs·Box Weight:55 lbs·Assembly Weight:105 lbs·Loaded Pallet Weight: 210 lbs·Per Pallet #:2·Pallet Dimensions:58"L x 40"W x 42"HLOAD RATINGS:·ANSI/SCTE77TIER 22·Proof Load: 33,750 lbsMFP21005722
RESTORATIONTYPICALS8ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.29_COR_NODE285_SEG29\ENG PRINTS - 21\CAD DATA\COR - NODE 285 - SEG 29_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.29EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1010 S 2ND ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/03/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9MFP21005722