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Home My WebLink AboutMFP20003565.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20003565 IVR Number: 20003565 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:08/10/2020Application Date:7839800035Parcel Number: 505 S 3RD ST Permit Type:08/12/2020Issue Date:Franchise Permit Work Class:08/12/2021Expiration Date:Minor Utility Job Number: 395098Franchise Type:Cable Description: COMCAST TO PROOF & PULL HARDLINE COAX THROUGH EXISTING CONDUIT. DIG & INTERCEPT EXISTING CONDUIT & OVERSET (1) LOAD BEARING 24"X36" VAULT AND BORE FROM NEW VAULT TO 505 S 3RD BUILDING. REPAIR ASPHALT. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS PRE CONSTRUCTION MEETING REQUIRED APPROVED WITH COMMENTS OR REDLINES Contacts Name Address PhoneTypeBilling Terri Coe Cannon Construction Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787 C: (360) 620-8811 Applicant Comcast Cable Communication Management & Comcast Cable B: (215) 665-1700Applicant Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Contact Michael Cannon Cannon Construction Inc 406 Porter Way Milton, WA 98354-9638 B: (253) 922-2787 C: (253) 588-4034 Contractor Business License Number: 20838Electrical Contractor: CANNOCI873CL Construction Contractor: CANNOCI055CS 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 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 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 MFP20003565 Scott Warlick 8/11/2020 RESTORATION PER CITY OF RENTON STANDARDS DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 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. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐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. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering MFP20003565 Scott Warlick CED 8/11/2020 Monday - Friday 8:00AM - 3:00PM Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. •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. •The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. •Emergency services (253-852-2121) shall be notified 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. •TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). •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 RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 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 Applicant’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 the City within the scope of this Agreement, Applicant 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. •Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. •Approved Temporary TCP 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. •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. •The cover sheet of this TCP 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; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date 306 315314 415 509 315 505 311 320 413 507 317 311 423 310 0 0 0MORRIS AVE SS 3RD ST EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWPARKING PARKING ALLEY ALLEY WT R2-1 WORK AREA ROAD CLOSED THRU TRAFFIC TO R11-4 ROAD CLOSED THRU TRAFFIC TO R11-4 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE - ALLEY SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) 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 LANE WIDTH 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000395098ALPINE REAL ESTATE 505 S 3RD ST RENTON, WA 98057 TCP 1 2 7/30/2020 TH NP COMCAST N 306 315 400 314 415 510 401 509 315 505 311 410 280 413 310 507 311 423 504 310 422 405 314 0 0 0 0MORRIS AVE SS 3RD STEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPMORRIS AVE SROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW V PARKING PARKING ALLEY ALLEY WTR2-1 WORK AREA W21-7 W21-7 W21-7 W20-7a W20-7a W20-7a FLAGGERW3-4 W3-4 W3-4 POLICE OFFICER SPOTTERTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UG WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) 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 LANE WIDTH 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 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian 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. -Work Areas will have 2-3 Man Work Crews with line truck. ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST OF DATE REVISION BY QC CANNON COMPANIES 0000395098ALPINE REAL ESTATE 505 S 3RD ST RENTON, WA 98057 TCP 2 2 7/30/2020 TH NP COMCAST N 1 - COVER SHEET 2 -GENERAL NOTES 3 -DETAILS 4 -OVERVIEW 5 -DESIGNTHIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES HARDLINE COAX: 170 FT. CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: SHEET INDEX: BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (1)= TOTAL FOOTAGE = 0 FT. 0 FT. 5 FT. 140 FT. 25 FT. 170 FT. PROJECT DESCRIPTION - ROW* NEW BUILDING PATH WAY = EXISTING BUILDING PATH WAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. PROJECT DESCRIPTION -SITE* TOTAL PROJECT FOOTAGE =170 FT. - TIE IN TO EXISTING COAX - PROOF & PULL (1) HARDLINE COAX THROUGH EXISTING RISER - PROOF & PULL (1) HARDLINE COAX THROUGH EXISTING CONDUIT - DIG & INTERCEPT EXISTING CONDUIT - OVERSET (1) LOAD BEARING 24"X36" VAULT - BORE (1) 2" CONDUIT OUT OF RENTON'S RIGHT OF WAY - RESTORE ASPHALT PER CITY OF RENTON'S STANDARDS CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST Business/Job Contact POC: Phouc Nguyen - (206)-228-5142 - pnguyen@alpinere.net CANNON COMPANIES Nate Pinson - (425)-941-7820 - npinson@cannonconstructioninc.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com 505 S 3rd St Renton, WA 98057 ALPINE REAL ESTATE JB#0000395098 MFP20003565 OF DATE REVISION BY QC CANNON COMPANIES 0000395098ALPINE REAL ESTATE 505 S 3RD ST RENTON, WA 98057 GENERAL NOTES 2 5 7/30/2020 TH NP COMCAST MFP20003565 UTILITY POLE RISER - STANDARD DETAIL (1) 10' PVC CONDUIT SECTIONS 15" HDG POLE BRACKET W/ PIPE CLAMP (B2017 BY POWER-STRUT OR EQUAL) 4" MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUIT SECTIONS EXISTING SURFACE24' (TYP)PROPOSED CABLE EXISTING AERIAL POWER EXISTING UTILITY POLEVARIES 2 #RISER PLACEMENT STANDARD DETAIL LOCATION 1 CONDUIT UP TO 2 CONDUITS STANDOFF BRACKET 15" MIN LENGTH ℄ ℄ DIRECTION OF VEHICULAR TRAFFIC PLAN VIEW LOCATION 2 LOCATION 4 LOCATION 3 CONDUIT CLAMP 5" MIN 1 BULK424C072 HDPE STRUCTURAL FOAM/CHANNELL SHIELD COVER CHANNELL'S BULK VAULT ASSEMBLY ANTI-SLIP TREAD PATTERN ON CHANNELL SHIELD COVER INSIDE DIMENSIONS LENGTH WIDTH DEPTH 34.75"23"24" FEATURES: -VAULT BODY: 24 X 36 X 24 INCHES (OPEN FLOOR) -HDPE BODY - CHANNELL POLYMER COVER - LOAD RATED TIER 22 (SNSI/SCTE 77 2010) -1 SHIELD COVER, TIER 22, WITH SLIP RESISTANT TREAD -2 COVER LOCKING BOLTS, 916 STAINLESS STEEL HEX HEAD BOLTS 3/8-16 UNC X 3-12" THREAD BOLTS WITH WASHERS -2 BOX SELF CENTERING STAINLESS STEEL CORROSION RESISTANT NUTS -2 TEMPORARY DROP DOOTS: 2 EACH SIDE -MINIMUM OF 2 LIFTING SLOTS IN COVER EQUIPPED WITH STAINLESS STEEL PINS (SLOTS APPROXIMATELY 34" X 2") -4 REINFORCED POLYMER STEP RACKS, 2 PER SIDE -2 LIFTING SLOTS APPROXIMATELY 34" X 4" WITH STAINLESS STEEL LIFTING 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"H LOAD RATINGS: -ANSI/SCTE 77 TIER 22 -PROOF LOAD: 33,750 LBF C H A N N E L L 3" 35 12" 24" 24" 28 34" 40 3 8" HDPE BODY COMCAST LOGO LOCATION VERTICAL RACKING LIFT PIN FOR HANDHOLE COVER CHANNELL SHIELD COVER 24x36 VAULT STANDARD DETAIL3 OF DATE REVISION BY QC CANNON COMPANIES 0000395098ALPINE REAL ESTATE 505 S 3RD ST RENTON, WA 98057 DETIALS 3 5 7/30/2020 TH NP COMCAST MFP20003565 306 415 509 505 507 311 423 310MORRIS AVE SS 3RD ST R 25' 5'140'V PROOF & PULL (1) HARDLINE COAX THROUGH EXISTING RISER PROOF & PULL (1) HARDLINE COAX THROUGH EXISTING CONDUIT TIE IN TO EXISTING COAX DIG & INTERCEPT EXISTING CONDUIT & OVERSET (1) LOAD BEARING 24"X36" VAULT BORE (1) 2" CONDUIT OUT OF RENTON'S RIGHT OF WAY OF DATE REVISION BY QC CANNON COMPANIES 0000395098ALPINE REAL ESTATE 505 S 3RD ST RENTON, WA 98057 OVERVIEW 4 5 7/30/2020 TH NP COMCAST N MFP20003565 306 415 509 505 507 311 423 310MORRIS AVE SS 3RD ST EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWR 25' 5'140'5' 5'V PARKING PARKING ALLEY ALLEY 1 3 2 4 6 5 STA 14+00 STA 15+00 STA 14+50 STA 15+50 OF DATE REVISION BY QC CANNON COMPANIES 0000395098ALPINE REAL ESTATE 505 S 3RD ST RENTON, WA 98057 DESIGN 5 5 7/30/2020 TH NP COMCAST N STATION START STATIONING STARTS AT 10+00 AT THE INTERSECTION OF S 4TH ST & MORRIS AVE E UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-414-5555 NOTES: TIE IN TO EXISTING COAX PROOF & PULL (1) HARDLINE COAX THROUGH EXISTING RISER PROOF & PULL (1) HARDLINE COAX THROUGH EXISTING CONDUIT DIG & INTERCEPT EXISTING CONDUIT & OVERSET (1) LOAD BEARING 24"X36" VAULT BORE (1) 2" CONDUIT OUT OF RENTON'S RIGHT OF WAY RESTORE ASPHALT PER CITY OF RENTON'S STANDARDS 1 2 3 4 5 6 SCALE: 1"=20' 0'10'20'40' MFP20003565