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Home My WebLink AboutMFP22002290.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP22002290 IVR Number: 22002290 Permit Information Permit Name: Comcast Cable Franchise Permit -JB0000335867 Address/Location:04/29/2022Application Date:1523059237Parcel Number: 372 GRAHAM AVE NE Permit Type:05/18/2022Issue Date:Franchise Permit Work Class:05/18/2023Expiration Date:Minor Utility Job Number: JB0000335867Franchise Type:Cable Description: Comcast JB0000335867 MOVE POWER SUPPLY FROM OLD LOCATION TO NEW PROPOSED LOCATION THROUGH EXISTING CONDUIT. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Sandra Castro Comcast C: (209) 561-4786Contact Michael Cannon Cannon Constructors Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787Contractor Business License Number: 41539Construction Contractor: CANNOCL791JK CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing 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 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: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 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 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 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.  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 a minimum of five business days (excluding weekends and holidays) prior to starting any work.  Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions.  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.  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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021 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. 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) WT366 350 356 360 380 379 372 376 371 363 357 351 337 331 325 376 370 364 358 352 338 332 326 320 5002 385 373 367 361 355 335 329 323 317 311 320 5012 315 5003 5009 5015 5004 5010 5016 5008 ROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW NE 3RD PL NE 3RD CIRGRAHAM AVE NEEOP EOP E O P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOPEOPEOP EO PEOPEOPEOPEOPEOPEOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP SIDEWALK SIDEWALKLANDS C A P I N G EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP W20-1SIDEWALKDRIVEWAYDRIVEWAYROWROWROWROWFIELD PL NEW21-5SIDEWALKSIDEWALKDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYSIDEWALKSIDEWALKSIDEWALKSIDEWALK W20-1 R2-1 LAN D S C A PI N G LANDSCAPING SIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALKDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE: SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 DISCLAIMER All traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected byconstruction -Will have spotter on site to escort pedestrians through work zone-All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time SITE NOTES-Maintain driveway access at all times -Place temporary "NO PARKING" signs at least 72 hours prior to work -Sidewalks to remain open during road work unless noted otherwise FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000335867000 2 1 AF NLOTT 04/27/2022 NTSRENTON, WA 98059372 GRAHAM AVE NENODE SPLIT WARNTNH07100 2x2 OFF RN45A17-050 [UNDERGROUND WORK]SHOULDER WORK 2-LANE ROAD 380 5027 379 401 50315013 372 376 376 370 364 358 5002 385 373 367 5004ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW NE 4TH ST FIELD PL NENE 4TH ST GRAHAM AVE NEEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP SIDEWALK SIDEWALK SIDEWALK LANDSCAPING LANDSCAPINGLANDSCAPING WT W20-1 W4-2R W20-5R WTW20-1 W4-2RW20-5R W20-1 W20-1 R2-1 SIDEWALKSIDEWALKDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYSIDEWALKSIDEWALKLANDS C A P I N G LAND S CA PI N G LANDSCAPING DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE: SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANEWIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 DISCLAIMER All traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected byconstruction -Will have spotter on site to escort pedestrians through work zone-All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time SITE NOTES-Maintain driveway access at all times -Place temporary "NO PARKING" signs at least 72 hours prior to work -Sidewalks to remain open during road work unless noted otherwise FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000335867000 2 2 AF NLOTT 04/27/2022 NTSRENTON, WA 98059372 GRAHAM AVE NENODE SPLIT WARNTNH07100 2x2 OFF RN45A17-050 [AERIAL WORK]DOUBLE CLOSURE 5-LANE ROAD PAGE 4 SHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES COAX = 275 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: LOCATION 1 -OLD PROPOSED POWER SUPPLE AND NODE LOCATION -MOVE POWER SUPPLY FROM OLD LOCATION TO NEW PROPOSED LOCATION THROUGH EXISTING CONDUIT -NEW PROPOSED POWER SUPPLY LOCATION BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (1)= TOTAL ROW FOOTAGE = 0 FT. 75 FT. 0 FT. 175 FT. 25 FT. 275 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST 372 GRAHAM AVE NE RENTON, WA 98059(NODE SPLIT) WARNTNH07100 2X2 OFF RN45A JB0000335867 NODE SEGMENTATION ROW FOOTAGES*: NEW BUILDING PATHWAY = EXISTING BUILDING PATHWAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL SITE FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. SITE FOOTAGES*: TOTAL PROJECT FOOTAGE =275 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 2 2 0 0 CANNON COMPANIES Alex Fox - (253)-359-6809 - afox@cannonconstructioninc.com OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000335867NODE SPLIT WARNTNH07100 2X2 OFF RN45A372 GRAHAM AVE NERENTON, WA 98059NODE SEGMENTATION17-050 04/20/2022 NLOTT AF NTS 0 0 0 2 4 LEGEND EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES PROPOSED NEW BORE STRAW WATTLES P LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA CATCH BASIN CATCH BASIN WITH SOCK GLULAM UTILITY POLECENTER LINE LANE LINE FENCE HIGH VISIBILITY FENCE S SEWER MANHOLE D DRAIN MANHOLE W WATER MANHOLE V UTILITY VALVE SHRUBBERY BORE PIT VAULT - LARGE VAULT - 25TA C COMMUNICATION MANHOLE FIRE HYDRANT DISTANCE STATIONSTA 0+00 CONSTRUCTION NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE CAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES A 7 LANDSCAPE CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION SHOWN ON PAGE FL FL P P TS TS C C D D DD DD DD DD DD G G W W T T ST ST ROW S UK CB CB P P V V V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH EXISTING UNDERGROUND PATHWAY PROPOSED NEW AERIAL STRAND EXISTING AERIAL PATHWAY EXISTING SPLICE CASE PROPOSED SPLICE CASE EXISTING FIBER/COAX STORAGE PROPOSED FIBER/COAX STORAGE TREE EOP V VAULT - SMALL 444LA MANHOLE VAULT - 25TA VAULT - LARGE EXISTING - CONTINUED 233LA MANHOLE 233LA MANHOLE GRASS GENERAL NOTES FOR SDOT STREET IMPROVEMENT PLANS EFFECTIVE DATE 06/17/2020 GENERAL NOTES 1. All work shall conform to the 2020 edition of City of Seattle Standard Specifications, the 2020 edition of the City of Seattle Standard Plans; and Seattle Department of Transportation Director's Rule 01-2017 Right-of-Way Opening and Restoration Rules. A copy of these documents shall be on site during construction. 2. A copy of the approved plan must be on site whenever construction is in progress. 3. Errors and omissions on the permitted plans must be corrected by the engineer and approved by the City of Seattle. 4. All permits required for work within the public right of way must be obtained prior to the start of construction. 5. Prior to the start of construction within the right of way, the Permittee shall schedule and attend a preconstruction meeting with the City of Seattle Department of Transportation. 6. Permittee shall contact Seattle Department of Transportation, Street Use Inspector a minimum of 2 business days prior to needing an inspection. 7. All damage to City infrastructure caused by the construction shall be immediately reported and repaired as required by the Seattle Department of Transportation. To report damage to SPU infrastructure, including any sewage release or blockage, call 206-386-1800. 8. The approved plans shall show the approximate area of pavement restoration based on the depth of utility cuts and/or the area of curb and/or pavement to be removed and replaced. The actual limits of the pavement restoration shall be per the Director's Rule 01-2017, Rightof-Way Opening and Restoration Rule and will be determined in the field by the Seattle Department of Transportation Street Use Inspector prior to the pavement restoration. For SPU water services, applicant must show the pavement restoration limits for the proposed and the existing water services to be retired, including services that are outside the project area, but serve the parcel. 9. Datum: NAVD 88 and NAD83 (1991). 10. Surveying and staking of all improvements in the public right of way shall be completed prior to construction. Permittee to stake the curb at the centerline of drainage grates per Standard Plan 260a. Survey grade sheets must be submitted and approved by the Seattle Department of Transportation at least 2 business days prior to construction. 11. If an existing curb is to be removed and replaced in the same location the Permittee shall provide the Street Use Inspector a plan with existing flow line and top of curb elevations identified. Permittee to stake the location of the existing curb prior to demolition. 12. The Permittee shall be responsible for referencing and replacing all monuments that may be disturbed, destroyed or removed by the project and shall file an application for permit to remove or destroy a survey monument with the Washington State Department of Natural Resources, pursuant to RCW 58.24.040(8). 13. The Permittee shall submit all applicable documents required under Section 1-05.3 of the Standard Specifications prior to construction. A Material Source Form for all materials to be placed in the right of way and Mix Designs for all asphalt, concrete and aggregates to be placed in the right of way must be submitted to the Seattle Department of Transportation for review and approval prior to beginning construction. A revised material source form and mix designs must be submitted for review and approval prior to placement of any substitute materials. 14. The Permittee shall notify the Seattle Fire Department dispatcher (206-386-1495) at least twenty-four (24) hours in advance of all water service interruptions, hydrant shutoffs, and street closures or other access blockage. The Permittee shall also notify the dispatcher of all new, relocated, or eliminated hydrants resulting from this work. 15. The Permittee shall locate and protect all castings and utilities during construction. 16. The Permittee shall contact the underground utilities locator service (811) at least 48 hours prior to construction. 17. It is the sole responsibility of the Permittee to verify the accuracy of all utility locations shown and to further discover and avoid any other utilities not shown which may be affected by the implementation of this plan. 18. The Permittee shall adjust all existing maintenance hole rims, drainage structure lids, valve boxes, and utility access structures to finish grade within areas affected by the proposed improvements. 19. The Permittee shall follow SPU Core Tap Procedures for all new connections to existing sewer or drainage mains or structures. Contractors are not allowed to core into mains or structures without prior approval from SPUDWW. To schedule core cut contact SPU-DWW at 206-615-0511 a minimum of 2 business days in advance. 20. All utility service connections shown on this plan require separate permits. 21. The Permittee shall provide for all testing as required by the Street Use Inspector. 22. Inspection and acceptance of all work in the public right-of-way shall be done by representatives of the City of Seattle. It shall be the Permittee's responsibility to coordinate and schedule appropriate inspections allowing for proper advance notice. The Seattle Department of Transportation Street Use inspector may require removal and reconstruction of any items placed in the right of way that do not meet City Standards or that were constructed without appropriate inspections. 23. The Permittee shall provide a plan for stormwater and erosion control and install, maintain and remove temporary facilities per Section 8-01. As construction progresses and conditions dictate, additional control facilities may be required. During the course of construction it shall be the obligation and responsibility of the Permittee to address any new conditions that may be created by the Permittee's activities and to provide additional facilities that may be needed to protect adjacent properties. 24. All disturbed soils must be amended per Standard Plan 142 and Section 8-02 of the standard specifications unless within one foot of a curb or sidewalk, three feet of a utility structure (e.g. water meter, utility pole, hand hole, etc.), or the dripline of an existing tree. 25. All traffic control shall be in accordance with the City of Seattle Traffic Control Manual for In-Street Work. An approved traffic control plan will be required for all arterial streets, high impact areas and construction hubs prior to beginning construction. 26. Permittee shall notify King County Metro at 206- 477-1140 fourteen days in advance of any impact to transit operations. Call 206-477-1150 for any coordination related to King Country Metro Trolley (including SLU and First Hill Street Car). Contact King County Metro two months prior for any trolley de-energizing requests. 27. Coordinate parking/loading sign(s) and pay station removal / relocation and installation with Seattle Department of Transportation Curb Space Management at 206-684-5370 with at least 10 business days' notice. Signposts are to be installed in accordance with standard plans 616, 620, 621a, 621b, 625, & 626. 28. All Street Name Signs must be installed by Seattle Department of Transportation at the Permittee's expense. 29. All work performed by Seattle City Light, Seattle Public Utilities, and other utilities to install, repair, remove or relocate utilities shall be done at the Permittee's expense. 30. Permittee must contact the Seattle Department of Parks and Recreation to apply for a separate permit if working within a designated Park Boulevard. 31. Care shall be exercised when excavating or removing pavement near existing charged water mains. Cast iron water mains are known to be sensitive to excessive vibration. Coordinate protection methods with SPU. OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000335867NODE SPLIT WARNTNH07100 2X2 OFF RN45A372 GRAHAM AVE NERENTON, WA 98059NODE SEGMENTATION17-050 04/20/2022 NLOTT AF NTS 0 0 0 3 4 GENERAL NOTES 366 360 380 379 401 5035 372 376 376 370 364 358 352 338 5002 385 373 367 361 355 5004 5010 5008ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROW ROW ROW NE 4TH ST FIELD PL NENE 3RD CIR NE 4TH ST GRAHAM AVE NEEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 75' 3 2 1 3 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP SIDEWALK SIDEWALK SIDEWALK SIDEWALK LANDSCAPING LANDSCAPINGLANDSCAPING 25'175'CONSTRUCTION NOTES: -OLD PROPOSED POWER SUPPLY AND NODE LOCATION -MOVE POWER SUPPLY FROM OLD LOCATION TO NEW PROPOSED LOCATION THROUGH EXISTING CONDUIT -NEW PROPOSED POWER SUPPLY LOCATION 2 1 V DISCLAIMER CONTRACTOR SHALL NOT ATTACH POWER SUPPLY TO TRANSMISSION POLE 2 SIDEWALKSIDEWALKDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK SIDEWALKR OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000335867NODE SPLIT WARNTNH07100 2X2 OFF RN45A372 GRAHAM AVE NERENTON, WA 98059NODE SEGMENTATION17-050 04/20/2022 NLOTT AF 1:30 0 15 30 4 4 DESIGN N