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Home My WebLink AboutMFP20001932.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20001932 IVR Number: 20001932 Permit Information Permit Name: Verizon - MCI Address/Location:05/05/2020Application Date:3664500315Parcel Number: 6509 NE 4TH ST Permit Type:05/21/2020Issue Date:Franchise Permit Work Class:05/21/2021Expiration Date:Minor Utility Job Number: SEA Maple HeightsFranchise Type:Telephone Description: Verizon equipment modification on existing PSE owned 75' wooden pole. Contacts Name Address PhoneTypeBilling HOLLY NORTH MGC TECHNICAL CONSTULTING, INC 8521 154th Ave NE REDMOND, WA 98052 B: (206) 618-0651Applicant David Robinson Legacy Telecommunications LLC Applicant Louise Popelka Verizon MCI Buisness 3245 158th Ave SE Bellevue, WA 98008 B: (425) 240-0238Contact Matthew Sapp Verizon - MCI Contact James Tracy Legacy Telecommunications Inc PO Box 360 Burley, WA 98322-0360 B: (253) 858-0214 C: (253) 686-0250 Contractor Business License Number: 25930Construction Contractor: LEGACTL821LL Electrical Contractor: LEGACTL821LJ CARY MICHELLE D 6509 NE 4TH ST RENTON , WA 98059 Owner Amy Ledvina Verizon - MCImetro 3245 158 Ave SE Bellevue, WA 98008 H: (425) 505-5651Specialized 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 Verizon Wireless 15612 SE 128th Street, Renton, 98059 SEA Maple Heights xx Legacy Telecommunications, LLC (253)686-7748 LEGACTL821LL Verizon equipment modifcation on existing PSE owned 75'-5" wooden utility pole. Northwest Utilities will provide a bucket truck for the high work. A portion of sidewalk will have to be closed for the high work. 25930 (253)686-7748 David Robinson david@legacytowers.com 05/05/2020 MFP20001932 Scott Warlick 5/12/2020 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 Scott Warlick CED 5/21/2020 8:00AM - 3:00PMMonday - Friday MFP20001932 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 CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 40 30 25 40 30 25 80 60 50 35 35 70 45 40 90 50 40 100 55 40 110 60 40 120 65 40 130 Merging Shifting Shoulder25 or less 30 3540 45 5055 6065 70 75 Taper Length In Feet 42' 60' 82'107' 180' 200'220' 240'260' 280' 300' 200' 250'305' 360' 425'495' 570'645' 730' 820' 155'63' 90' 123'160' 270' 300'330' 360'390' 420' 450' 125' 180' 245'320' 540' 600'660' 720'780' 840' 900' Speed Buffer SIGN SPACING MPH 45+ 35 30 25 40 "X" 100' 100' 350' 350' 500' NOT DRAWN TO SCALE PERMIT:ADDRESS: WORK HOURS: ______________________ REQUESTED DATES:__________________ 15612 SE 128th St Renton, WA 98059 Job Summary:S T A T E W I D ES A F E T Y S Y S T E M S 720-343-2335 LEGEND Type 3 Barricade Trailer MountedFlashing Arrow Board Sign Flagger Truck MountedAttenuator M Delineation Devicewith lights Portable ChangeableMessage Sign (PCMS) Traffic Flow Advance WarningSigns Delineation DeviceCones No ParkingP Sidewalk Closure Traffic Control Plan # 1 ** ALL DEVICES SHALL CONFORM TO CURRENT MUTCD** Plan only valid under certification if work is performed by preparing contractor SEA Maple Heights Location: 15612 SE 128th StRenton, WA 98059 For: Legacy Telecom. LLCName: David Robinson Date: April 21, 2020Drawn By: Alejandro Granillo ATTSA Cert#: 493198SIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDAHEADCROSS HEREROADWORKAHEADROADWORKAHEAD ROADWORKAHEAD350' 350' 350' SE 128th St 156th Ave SE156th Ave SEwww.invarion.com MFP20001932 9-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMIT5'#3Ä/#2.'*'+)*65xHEAD SOUTH ON 158TH AVE SExTURN LEFT ONTO SE EASTGATE WAYxTURN RIGHT ONTO SE 37TH STxTURN RIGHT TO MERGE ONTO I-90 E TOWARD SPOKANExUSE THE RIGHT 2 LANES TO TAKE EXIT 15 FOR WA-900 W/17TH AVE NWxUSE THE RIGHT 2 LANES TO TURN RIGHT ONTO WA-900 W/17TH AVE NWxCONTINUE TO FOLLOW WA-900 WxTURN LEFT ONTO 164TH AVE SExTURN RIGHT ONTO SE 128TH STxDESTINATION WILL BE ON THE RIGHTT-1TITLE SHEETA-1OVERALL SITE PLANANTENNA PLAN, SCHEDULE AND NOTESA-2A-3ELEVATIONSDETAILSII-BUN/A - IN ROWCITY OF RENTONNEW WAVE ARCHITECTURE INC.1133 164TH ST. SW, SUITE 202LYNNWOOD, WA 98087CONTACT: JAY SEOOFFICE:425-778-38003245 158TH AVE SE. FLOOR 3BELLEVUE, WA 98008VERIZON WIRELESS2015 IBC, STANDARDS AND AMENDMENTSADJACENT TO 112305-9019.#60.10)9)4170&'.'8#/5.A-4GROUNDING PLAN, DETAILS AND NOTESTHE SCOPE OF WORK INCLUDES:5'6*564'06109#RF ENGINEERCONSTRUCTION MANAGERREAL ESTATESITE AQUISITIONPROPERTY OWNERTOWER OWNERGENERAL NOTESSP-1E-1 /1&Ä6:GENERAL NOTESSP-2RF PLUMBING CONFIGURATIONA-5xREMOVE (6) ANTENNASxREMOVE (6) QUADPLEXERxADD (6) ANTENNASxADD (6) TRIPLEXERR.O.WRENTON, WA 9805915612 SE 128TH STSCOTT SHELDON5506 6TH AVE S, SUITE 202ODELIA PACIFIC CORPORATIONSEATTLE, WA 98108CONTACT: AMBER MURRAYODELIA PACIFIC CORPORATIONPHONE: 206-383-0751EMAIL: Amurray@odelia.comCONTACT: BRYSON BURGHARDTODELIA PACIFIC CORPORATIONPHONE: 360-581-8189EMAIL: bburghardt@odelia.comMFP20001932 CONTRACTOR NOTES:DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANSIS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THEGENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN.PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE ANDFAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THECONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAYBE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS,OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING.THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITHCONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTIONDRAWINGS/CONTRACT DOCUMENTS.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKEPRECEDENCE.ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITHALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES ANDCOMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLICAUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONALCODES BEARING ON THE PERFORMANCE OF THE WORK.THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THISCONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSISTANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTIONSUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROMHAZARDOUS EXPOSURE TO OVERHEAD DANGERS.GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTIONDOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BYALL PERSONNEL INVOLVED WITH THE PROJECT.DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONSMAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BEINCLUDED AS PART OF THE SCOPE OF WORK.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK.CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON ORABOUT THE PROPERTY.CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURINGCONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIEDAS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROMPAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETYREGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITYCOMPANIES' REGULATIONS AND DIRECTIVES.THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACTDIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THEDIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANYMINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THECONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENTOF THESE DOCUMENTS.CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS ANDELECTRICAL LINES AND ANTENNA MOUNTING.VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX& ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS.GENERAL NOTES:THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION ANDCONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARENEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND ORSPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT ANDIMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THERESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OROMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIESTHE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTEDOTHERWISE.STRUCTURAL STEEL NOTES:1.ALL STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONOF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR THE DESIGN,FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".2.SUBMIT SHOP DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO THE CONSULTANTFOR REVIEW & APPROVAL TO INCORPORATE ALL COMMENTS PRIOR TO FABRICATION..3.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:- WIDE FLANGESASTM A992, fy=50 KSI- STRUCTURAL TUBINGASTM A500, fy=46 KSI- PIPESASTM A53, fy=35 KSI- PLATES, SHAPES, ANGLES AND RODSASTM A36, fy=35 KSI- SPECIAL SHAPES AND PLATESASTM A572, fy=42 KSI- ANCHOR BOLTSASTM A3074.ALL BOLTS FOR STEEL TO STEEL CONNECTION SHALL BE SAE J429 GRADE 5, UNLESS SPECIFIEDOTHERWISE ON EQUIPMENT SUPPLIER DRAWINGS OR ON THESE DRAWINGS.5.ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND VERIZON WIRELESS STANDARDS, ANDSHALL BE PERFORMED BY JURISDICTION APPROVED CERTIFIED WELDERS USING E70XXELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY VERIZON WIRELESS) SHALL BE USED.WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOWHYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BEPERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCINGSTEEL IS NOT PERMITTED. SEE FURTHER REINFORCING NOTE ON STRUCTURAL SHEETS FORMATERIAL REQUIREMENTS OF WELDING BARS (IF UTILIZED ON THIS PROJECT).6.ALL WEATHER EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.FIELD MODIFIED STEEL AND HARDWARE SHALL RECEIVE (2) COATS OF ZINC ENRICHED PAINT.7.UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BYUNISTRUT CORP. OR APPROVED EQUAL. STRUT MEMBER SHALL BE 158" x 158" , 12 GA, UNLESSOTHERWISE NOTED AND SHALL BE HOT-DIPPED GALVANIZED.8.ALL WORK SHALL BE INSPECTED BY THE CONSTRUCTION MANAGER DURING AND AT COMPLETIONOF CONSTRUCTION. SPECIAL INSPECTION SHALL BE REQUIRED ONLY WHEN ITS IS REQUIRED BYTHE JURISDICTION.9.THIRD PARTY SPECIAL INSPECTION IS REQUIRED FOR ALL HIGH STRENGTH BOLT (ASTM A325)INSTALLATIONS AND FOR ALL FIELD WELDING (IF UTILIZED ON THIS PROJECT).- HIGH STRENTH BOLTS (ASTM A325) WILL BE: PROVIDED ON THIS PROJECTNOT PROVIDED ON THIS PROJECT- FIELD WELDING WILL BE:PROVIDED ON THIS PROJECTNOT PROVIDED ON THIS PROJECT9-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMITMFP20001932 INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCEWITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLINGELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A.S651-401, I.C.E.A. P81-570, & LOCAL PUD.PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACKBOARD.UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMINGTO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENTSEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP"TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 8"x18" REDCONCRETE DUCTBANK).CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL BERIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALLSTUBS-UPS, USE RIGID GALVANIZED STEEL CONDUIT.WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED.PROVIDE HDPE PULLING HAND HOLES AS NEEDED.CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDEINDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TOGROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BEDOUBLE-LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TOPERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN TOREVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALLEXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS "NO-OXY","NOAOLX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USEDON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL.ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE6 ABOVE.ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUITNUMBERS CONTAINED IN EACH BOX.CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS.CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES.WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALLUTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW.VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENTSHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERINGOF AIC TO ACCEPTABLE LEVELS.ELECTRICAL NOTES:UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATIONPROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY.CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALSREQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY.CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETEENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL,PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK.GROUNDING NOTES:1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTIONSPECIFICATIONS AND ALL APPLICABLE LOCAL CODES.2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TOEQUIPMENT IS NOT BLOCKED.3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUNDCONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM ORDAMAGE TO THE CONDUIT.4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD).5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2)HIGH PRESS CRIMPS.6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICALSEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION.7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISEINDICATED.9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"~ 10-FT. LONG (OR NOTEDOTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADEOR 6" BELOW FROST LINE FOR MAXIMUM DEPTH.10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACKCONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED.86(2)%(1'6,17+(3527(&7,21*5281',1*&21'8&72566+$//%($92,'(':+(1%(1'6CAN BE ADEQUATELY SUPPORTED.12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROSTLINE.13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT CONCRETE PAD,SPREAD FOOTING, OR FENCE.14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY.15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR ATGROUNDING POINTS PROVIDED (2 MINIMUM)17. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS.18. CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION.5. TESTING B. USE ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN 3'-0" O.C.2. MATERIALS: A. COAXIAL CABLE:3. ANTENNA AND COAXIAL CABLE GROUNDINGFOLLOWING LOCATIONS:NEAR THE WAVEGUIDE ENTRY PORT. ARE CONNECTED).4. COAXIAL CABLE IDENTIFICATION B.1. GENERAL WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY.DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACTMATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLETO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFERFOR PICKUP AND DELIVERY OF ALL SUCH MATERIALSTELECOMMUNICATIONS WIRING COMPONENTS(COAXIAL ANTENNA CABLE) A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF 1. FIRST LOCATION IS AT THE END OF THE COAX NEAREST 2. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 7/8".STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON 2. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8" EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE LOCATION UNLESS OTHERWISE STATED. ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS 1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNASVERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORM THECOAXIAL SWEEP TEST & REPORT. THE CONTRACTOR IS TO PROVIDE CLIMBER / QUALIFIEDPERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST ISCOMPLETE. THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMIM OF 48 HOURSNOTICE PRIOR TO THE TIME OF THE SWEEP TEST.9-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMITMFP20001932 (E) BUILDING(E) BUILDING8'-0"(E) 8'-0" WIDEPEDESTRIAN, BICYCLEAND EQUESTRIAN TRAILEASEMENT(E) ASPHALTPARKING LOTPROPERTY LINE6 ( 3523(57</,1(6 : 3523(57</,1(1 : 3523(57</,1(1 ( (E) UTILITY POLE, TYP.(E) CONCRETEBLOCKRETAINING WALL(E) BRICK WALL2'-6" TO 3'-0" TALL0.3' WIDE(E) TRAFFICSIGNAL POLE(E) SIDEWALK(E) CHAIN LINKFENCE, TYP.( +,*+UTILITY POLENOTE:SITE PLAN DERIVED FROM EXISTING DRAWINGS, GIS,AERIAL IMAGES, AND SITE PHOTOS. NOT SUITABLEFOR ACCURATE MEASUREMENTPROPERTY LINE(E) SIDEWALK(E) VZW CHAINLINK FENCETELECOMMUNICATIONCOMPOUND(E) WOOD POLE(E) TRAFFICSIGNAL POLE(9=:8*CONDUITS (TOTAL OF 6)CITY OF RENTONOUTLINE OF VZWANTENNAS ANDEXISTING T-ARMSABOVEKING COUNTYCITY OF RENTONKING COUNTY(E) OVERHEADPOWER LINES, TYP.(9=:&2$;CABLES ROUTED INEXISTING U/G CONDUITS(TOTAL OF 18, 12 IN USE& 6 NOT IN USE)A-21NOTE:THE GROUND EQUIPMENT IS INKING COUNTY JURISDICTION9-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMITMFP20001932 1.VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, AND ALL MOUNTING APPURTENANCES WITH OWNER PRIOR TO ORDER.2.THE MAXIMUM COAXIAL CABLE LENGTH HAS BEEN ESTIMATED WITH CORRESPONDING CABLE DIAMETER ON THE TABLE ABOVE. THIS CABLE LENGTH IS APPROXIMATE AND IS TOBE USED FOR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTHS MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED.3.TAG ALL MAIN CABLES AT TWO (2) LOCATIONS:A - AT ANTENNASB - INSIDE EQUIPMENT SHELTER / CABINET NEAR THE WAVEGUIDE ENTRY PORT.4.EACH COAX SHALL BE SUPPORTED WITH COLUMN GRIP (CHINESE FINGER GRIP) HUNG FROM A J-HOOK AT TOP OF TOWER.5.EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS; ANTENNA FRAME, POLE BASE AND EQUIPMENT CABINET.SECTORDOWNTILTANTENNA CABLESIZEANTENNA CABLELENGTHANTENNAQUANTITYANTENNATIP HEIGHTANTENNASIZENUMBER OF CABLERUNS PER ANTENNAAZIMUTH23RRUSTOTALQUANTITY 118 EXISTING - COAXCOAX - 1-5/8" DIA.18 - COAX6 - RRUS1236 - ANTENNAS8'-0"75'-9"75'-9"75'-9"75'-9"75'-9"75'-9"( 6 NOT IN USE)1 NEW - 700 LTE/850 LTE/PCS LTE/AWS LTE1 NEW - RRU44498'-0"8'-0"8'-0"8'-0"8'-0"1 NEW - 700 LTE/850 LTE/PCS LTE/AWS LTE1 NEW - 700 LTE/850 LTE/PCS LTE/AWS LTE1 NEW - 700 LTE/850 LTE/PCS LTE/AWS LTE1 NEW - 700 LTE/850 LTE/PCS LTE/AWS LTE1 NEW - 700 LTE/850 LTE/PCS LTE/AWS LTEAT GROUND LEVEL1 NEW - RRU4449AT GROUND LEVEL1 NEW - RRU4449AT GROUND LEVELSECTOR - 1SECTOR - 1SECTOR - 2SECTOR - 2SECTOR - 3SECTOR - 3SECTOR - 2SECTOR - 2SE C T O R - 3 SE C T O R - 3 SECTOR - 1SECTOR - 1( +,*+87,/,7<32/((E) TRIPLE T-ARMFRAME KIT(E) VZW ANTENNAS TOBE REMOVED (2 PERSECTOR, TOTAL OF 6)(E) VZW QUADPLEXERTO BE REMOVED (TOTALOF 6)(E) VZW BIAS-T MOUNTEDON ANTENNA MOUNTINGPIPE (1 PER SECTOR,TOTAL OF 3)(E) TRIPLE T-ARMFRAME KITNEW VZW ANTENNASMOUNTED ON ANTENNAMOUNTING PIPE (2 PERSECTOR, TOTAL OF 6)A-42NEW VZW TRIPLEXERMOUNTED ON ANTENNAMOUNTING PIPE (2 PERSECTOR, TOTAL OF 6)A-43( +,*+87,/,7<32/((E) VZW BIAS-T MOUNTEDON ANTENNA MOUNTINGPIPE (1 PER SECTOR,TOTAL OF 3)PAINT NOTE:NEW ANTENNAS ANDASSOCIATED EQUIPMENT SHALLBE PAINTED TO MATCH EXISTINGPOLE'S COLOR SCHEME.1 NEW - RRU88431 NEW - RRU88431 NEW - RRU88439-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMITMFP20001932 EXISTING GRADE0'-0"TOP OF EXISTING UTILITY POLE75'-5"TOP OF EXISTING CONDUCTOR TOP OF EXISTING VZW ANTENNAS75'-9"(E) CROSS MEMBER(E) CONDUCTOR(E) POLE MOUNTEDTRANSFORMER(E) TRAFFIC SIGNALPOLE(E) BUILDING(E) STAIRS(E) OVERHEAD POWERLINES, TYP.(E) CHAIN LINKFENCE WITH GREENPRVACY SLATS(9=:&2$;&$%/(6ROUTED IN EXISTING (6) U/GCONDUITS (TOTAL OF 18, 12 INUSE & 6 NOT IN USE)(&21'8,76ON EXISTING UTILITYPOLE (TOTAL OF 6)(E) WOOD POLETOP OF EXISTING CROSS MEMBER TOP OF EXISTING CONDUCTOR TOP OF EXISTING CONDUCTOR TOP OF EXISTING CROSS MEMBER( +,*+UTILITY POLE(E) TRIPLE T-ARMFRAME(E) VZW ANTENNAS TOBE REMOVED (2 PERSECTOR, TOTAL OF 6)(E) VZW QUADPLEXERTO BE REMOVED(TOTAL OF 6)CENTER OF EXISTING VZW ANTENNAS71'-9"EXISTING GRADE0'-0"TOP OF EXISTING UTILITY POLE75'-5"TOP OF EXISTING CONDUCTOR TOP OF NEW VZW ANTENNAS75'-9"(E) CROSS MEMBER(E) CONDUCTOR(E) POLE MOUNTEDTRANSFORMER(E) TRAFFIC SIGNALPOLE(E) BUILDING(E) STAIRS(E) OVERHEAD POWERLINES, TYP.(&21'8,76ON EXISTING UTILITYPOLE (TOTAL OF 6)(E) WOOD POLETOP OF EXISTING CROSS MEMBER TOP OF EXISTING CONDUCTOR TOP OF EXISTING CONDUCTOR TOP OF EXISTING CROSS MEMBER( +,*+UTILITY POLE(E) TRIPLE T-ARMFRAMENEW VZW ANTENNAMOUNTED ON ANTENNAMOUNTING PIPE (2 PERSECTOR, TOTAL OF 6)NEW VZW TRIPLEXERMOUNTED ON ANTENNAMOUNTING PIPE (2 PERSECTOR, TOTAL OF 6)CENTER OF NEW VZW ANTENNAS71'-9"A-42A-43(E) CHAIN LINKFENCE WITH GREENPRVACY SLATS(9=:&2$;&$%/(6ROUTED IN EXISTING (6) U/GCONDUITS (TOTAL OF 18, 12 INUSE & 6 NOT IN USE)(E) CHAIN LINKFENCE WITH GREENPRVACY SLATSPAINT NOTE:NEW ANTENNAS ANDASSOCIATED EQUIPMENT SHALLBE PAINTED TO MATCH EXISTINGPOLE'S COLOR SCHEME.NOTE:THE GROUND EQUIPMENT IS INKING COUNTY JURISDICTION(E) VZW BIAS-T MOUNTEDON ANTENNA MOUNTINGPIPE (1 PER SECTOR,TOTAL OF 3)(E) VZW BIAS-T MOUNTEDON ANTENNA MOUNTINGPIPE (1 PER SECTOR,TOTAL OF 3)9-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMITMFP20001932 GENERAL NOTES:1.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES,REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLICAND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS ANDDIRECTIVES.2.THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THESCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORTANY AND ALLDISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THEDRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROMCOMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THEINTENT OF THESE DOCUMENTS.3.CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRMLENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING.4.VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSEDANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. WEIGHT13.2 LBSDEPTH4.6"WIDTH7.8"HEIGHT6.9"COMMSCOPECBC61923T-DS-43PANELANTENNA(TYP)PIPE MOUNT (TYP)VALMONT MICROFLECT PART #B1001OR APPROVED EQUALOPTIONAL DOWNTILT BRACKET6622PARTS:1QTY11ITEM1DESCRIPTIONBRACKET, DOWNTILT, ANTENNAADAPTER, POLE, LOWERBRACKET, DOWNTILT, POLE5/16 SPLIT WASHER1/2 SPLIT WASHER5/16 X 1 HEX HEAD BOLT1/2 X 1 HEX HEAD BOLT841/2" SPLIT WASHER1/2" THREADED ROD121/2" NUT2345678910NOTES:1.INSERT SCISSOR BRACKETS BETWEEN THEUPPER ANTENNA MOUNTING BRACKET AND THEUPPER POLE ADAPTER BRACKET. SECURE USING1/2 INCH HARDWARE PROVIDED.2.TO SET THE DEGREE OF DOWNTILT, ALIGN THEDESIRED HOLES ON THE SCISSOR BRACKETSAND SECURE USING 5/16 INCH HARDWAREPROVIDED.3.THE NUMBER OF CONNECTORS WILL VARYBASED ON ANTENNA TYPE.9-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMITMFP20001932 RFDS VERSION DATE: 11/22/2019 9-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMITMFP20001932 1.ALL CADWELD CONNECTIONS ON GALVANIZEDSURFACES SHALL BE CLEANED THOROUGHLYAND COVERED WITH TWO (2) COATS OF SHERWINWILLIAMS GALVANITE PAINT B350W3 OR EQUAL.2.ALL ELECTRICAL CADWELD AND MECHANICALGROUND CONNECTIONS WILL HAVENON-OXIDATION COMPOUND APPLIED TOCONNECTION.3.ANY METAL OBJECTS WITHIN 6 FEET OF THEEXTERNAL GROUND RING SHALL BE GROUNDED.4.ALL GROUNDING MATERIALS AND CADWELDMOLDS, SHOTS, ETC., SHALL BE FURNISHED ANDINSTALLED BY CONTRACTOR, UNLESSOTHERWISE NOTED.5.THE ELECTRICAL CONTRACTOR SHALL FOLLOWGROUNDING SYSTEM INSTALLED AND TESTINGPROCEDURES AS DESCRIBED IN THE GENERALELECTRICAL PROVISIONS.EXISTING MASTER GROUND BAR AT BASE OF POLE, NEAR EXIT PORT.54EXISTING MASTER GROUND BAR FINAL GROUND LEAD TO EXISTINGPOLE GROUND RING321EXISTING UTILITY POLEVERIZON WIRELESS ANTENNASEXISTING ANTENNA FRAME6ANTENNA GROUNDING, #2 AWG STRANDED GREEN INSULATEDCOPPER CONDUCTOR CADWELD TO BOTTOM OF ANTENNA PIPE TOEXISTING COLLECTION GROUND BAR AT ANTENNA LEVEL OF POLEEXISTING COLLECTION GROUND BAR FINAL GROUND LEAD, #2 AWGSTRANDED GREEN INSULATED COPPER CONDUCTOR TO EXISTINGMASTER GROUND BAR AT BASE OF POLE, NEAR EXIT PORT87EQUIPMENT GROUNDING, #2 AWG STRANDED GREEN INSULATEDCOPPER CONDUCTOR TO EXISTING COLLECTION GROUND BARPANI SCHEME SPECIFICATIONS:PRODUCER (P)CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCEGROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR(MDFB), AND STANDBY ENGINE-GENERATOR SET FRAME AND OTHERNOISE PRODUCING EQUIPMENTABSORBER (A)CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRALOFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLICWATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUNDSYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUNDNON-ISOLATED (N)CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ)SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUNDCONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTHCBN AND IBN EQUIPMENTISOLATED (I)CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB), FOR IBNEQUIPMENTSTRANDED CU WIRE WITHGREEN, 600V, THHN/THWNINSULATION. SIZE ASSPECIFIEDTWO-HOLE LUG, BOLTED TOGROUND BAR USING 3/8"-16x 1 1/4"STAINLESS STEELHEX HEAD BOLTS ANDHARDWARE.CAD WELD WITH #2/0 AWGSOLID TINNED BARE CUWIRE OR STRANDED CUWIRE WITH GREEN, 600V,THHN/THWN INSULATIONTO ANTENNA STRUCTURE,BUILDING, RING GROUNDOR MGB* GROUND BARS AT BOTTOM OFTOWERS OR MONOPOLES SHALLUSE EXOTHERMIC CONNECTION.GROUND BAR ON WALL,FLOOR OR ON ANTENNATOWER1.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN ANDCONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES.2.ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS.3.CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THATACCESS TO EQUIPMENT IS NOT BLOCKED.4.THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING ANDUNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY INTHE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT.5.PREFABRICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENTINSTALLED. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGSPROVIDED BY SHELTER MANUFACTURER.6.FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'SDRAWINGS AND SPECIFICATION. IN CASE OF CONFLICT THE DRAWINGS GOVERN.7.ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD).8.ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMEDUSING TWO (2) HIGH PRESS CRIMPS.9.ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP &HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION.10.ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATINGSURFACES AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL EXTERIORGROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.11.ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESSOTHERWISE INDICATED.12.*5281'52'66+$//%(67$,1/(6667((/25&233(5&/$'67((/)7/21*AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6"BELOW FROST LINE FOR MAXIMUM DEPTH.13.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS AREPERMITTED.14.86(2)%(1'6,17+(3527(&7,21*5281',1*&21'8&72566+$//%($92,'(':+(1%(1'6&$1%($'(48$7(/<6833257('15.GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUMBELOW THE FROST LINE.16.INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROMEQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE.17.EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLDGALVANIZED SPRAY.18.OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICEGROUNDING19.GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'SRECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM)20.MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5OHMS.21.MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS IS 8" WHEN BENDING ISNECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE.22.NO SPLICES PERMITTED IN GROUND CONDUCTORS.23.ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'SSPECIFIED VALUES.24.GROUND BARS SHALL NOT BE FIELD MODIFIED.25.ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARRELGROUND STRAPS.26.USE PANI SCHEME FOR LOADING ON MGB AS DISCUSSED IN NSTD 119, 33 & 36.0$;WEATHERPROOFINGKIT (SEE NOTE 3)CABLE GROUND KITANTENNA CABLENOTES:CONNECTION OF COAX CABLE GROUND KITTO ANTENNA CABLEDO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYSDIRECT GROUND WIRE DOWN TO GROUND BAR.GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITHTWO-HOLE LUG.WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINKSHALL NOT BE USED.#6 AWG STRANDEDCOPPER GROUND WIRE(GROUNDED TO GROUNDBAR) (SEE NOTE 1 & 2)#2 AWG STRANDED,INSULATED COPPERCONDUCTOR.FROM ANTENNA FRAMESUPPORTFROM ANTENNA MASTAIR TERMINALS (WHENREQUIRED)CONNECTORWEATHERPROOFINGKIT (TYP.)REFER TO NOTE 2JUMPER REQUIRED21/<)25&2$;OR FOR EASE OFCONNECTION (TYP.)RX0TX0#2 AWG STRANDED,INSULATED COPPERCONDUCTOR BONDEDTO GROUND WIREALONG CABLE TRAY TOEXTERIOR GROUND BAR.COLLECTION GROUNDBAR MOUNTEDNEAR/BELOWANTENNA.#6 AWG ANTENNA CABLE INCABLE TRAY TOEQUIPMENT LOCATION(TYP.)STANDARD GROUNDKIT (TYP.)REFER TO NOTE.WEATHERPROOFINGKIT (TYP.)RX1REFER TO DETAIL 5,THIS SHT.5/8" DIAMETER x 10'-0" LONG COPPER CLADGROUND ROD, MINIMUM 42" BELOW GRADE,AT MINIMUM 10'-0" O.C. (HARGER #5810).NEW MECHANICAL CONNECTIONEXISTING MECHANICAL CONNECTION8TYP.TYP.6TYP.2175-TYP.56-44"10"#2/0 AWG INSULATED STRANDEDCOPPER CONDUCTOR DOWNLEAD TOMASTER GROUND BAR OR OTHER FINALGROUNDING POINT4" X 12" GALVANIZED STEEL BUSS BAR(PART #: BB-412-HDG-VZW,MFR BY ATC)7<3;6/277<3UNIVERSAL BUSS BAR MOUNTING KIT(PART #:BB-HKU, MFR BY ATC)COAXIAL CABLE GROUNDINGKITS WITH 2 HOLECOMPRESSION LUGS (TYP.)LONG BARREL COMPRESSION LUGSWITH (2) 5/16" BOLTS AND LOCKWASHERS WITH #2 AWG INSULATEDSTRANDED JUMPER. SUPPLY ANDINSTALLED BY CONTRACTOR.9-26-19JYSYML11-25-19SUITE 2021133 164TH STREET SWLYNNWOOD, WA 98087JAY@NEWWAVEARCH.COMOFFICE: (425) 778-3800PRELIMINARY PERMIT11-25-19REVISED PERMITMFP20001932 verizon7 AGENT AUTHORIZATION April 29, 2020 Verizon Site: SEA Maple Heights Project: 4TX Site Address: 15612 SE 128th St. Renton, WA 98059 To Whom it May Concern: ' This letter is to confirm that Legacy Telecom is an authorized agent of Verizon Wireless and may apply of permitting on their behalf. 5 CblTuZO Date Real Estate Project Manager