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Home My WebLink AboutMFP22000155.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22000155 IVR Number: 22000155 Permit Information Permit Name: T-Mobile Franchise Agreement Address/Location:01/11/2022Application Date:2323059029Parcel Number: 16405 MAPLE VALLEY HWY Permit Type:01/28/2022Issue Date:Franchise Permit Work Class:01/30/2023Expiration Date:Major Utility Job Number: SE04627CFranchise Type:Cable Description: T Mobile West Franchise Agreement (Ord. 5814) Placement of (1) bucket truck in the maple valley hwy (southern shoulder) for up to 5 days to replace antennas and equipment on the existing PSE utility pole. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling T-MOBILE (Redmond)15340 NE 92nd St, Bldg D Redmond, WA 98052 Applicant Marianne Boring Lynx Consulting Inc. 17311 135th Ave NE, Suite A-100 Woodinville, WA 98072 Applicant Robert Apple MasTec Network Solutions Inc 22257 68th Ave S Kent, WA 98032 B: (253) 246-4400 C: (206) 683-0179 Contractor Business License Number: 38949Electrical Contractor: MASTENS863JS Construction Contractor: MASTENS876KN CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner T-MOBILE (Redmond)15340 NE 92nd St, Bldg D Redmond, WA 98052 Specialized 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 T-Mobile West LLC Lynx Consulting - contact: Marianne Boring 509.531.5475 marianne.boring1@gmail.com SE04627C Maplewood GC/PSE/McCor16405 Maple Valley Hwy X MasTec Network Solutions Inc (360) 440-0000 MASTENS876KN 38949 Placement of (1) bucket truck in the Maple Valley Hwy (southern shoulder) for up to (5) days to replace antennas & equipment on the existing PSE utility pole for T-Mobile. The work will occur on Maple Valley Hwy near 162nd Ave SE. 12/15/21 Scott Warlick 1/28/2022 RESTORATION PER CITY OF RENTON STANDARDS MFP22000155 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 X X SE04627C Maplewood GC/PSE/McCor - T-Mobile Mods 16405 Maple Valley Hwy MasTec Network Solutions Inc Scott McNees (360) 440-0000 22263 68th Ave S Kent, WA 98032 Placement of (1) bucket truck in the Maple Valley Hwy (southern shoulder) for up to (5) days to replace antennas & equipment on the existing PSE utility pole for T-Mobile. The work will occur on Maple Valley Hwy near 162nd Ave SE. 1/24/22 5/20/22 9:00 AM 5:00PM Scott Warlick CED 1/28/2022 Monday - Friday 8:00AM - 3:00PM MFP22000155 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) Marianne Boring for Lynx Consulting and T-Mobile 12/15/21 BUS ST OP 161st Ave SERenton Maple V alley Rd SR 169 1 6 2 n d Ave S E MP21.50 ROADWORKAHEAD W20-1 ROADWORKAHEAD W20-1 SHOULDERWORK W21-5A SHOULDERCLOSED W21-502B ENDROAD WORK G20-2 LOCATION: 16405 SE Renton Maple Valley Rd SR 169 CUSTOMER: CONTACT: PROJECT/WO: Olivia Wright 253.653.9787 Lync Consulting DATE:10/21/2021 PAGE 1 of 1 PERMIT:City of Renton SE04627C Maplewood GC PSE McCor DESIGNED BY DONNA SANDALL WA TCS 11977 ATSSA TCS 581686 FL MOT/TTC 70055 N Notes: 1. All signs and spacing must conform to the City of Renton, WSDOT, and the MUTCD.2.All signs are 48”x48” B/O unless otherwise specified. 3.Channeling devices are 28” cones with retro reflective banding.4. Notify City , County or WSDOT authorities 48 to 72 hours in advance of work if required. PlansbyDonna, as the preparer of this traffic control plan makes no representation as to its general adequacy or being approved for implementation. TTC plans and devices shall be the responsibility of the authority of a public body or official (road owner) having jurisdiction for guiding road users. MUTCD 6A.01(10) 40ft 80ft SHOULDER TAPER 170ft X X X Legend Cone ENDROAD WORK G20-2 G20-2 ROADWORKAHEAD W20-1 Road Work SHOULDERCLOSED W21-502B SHOULDER CLOSED SHOULDERWORK W21-5A SHOULDER AHEAD Manifest 26 x Cone 2 x W20-1 Road Work 1 x G20-2 G20-2 1 x W21-502B SHOULDER CLOSED 1 x W21-5A SHOULDER AHEAD www.invarion.com MFP22000155 Additional approval may be needed from WSDOT for work and traffic control devices in their ROW T-1TITLE SHEETPROJECT ENGINEER:CORNERSTONE ENGINEERING, INC.16928 WOODINVILLE-REDMOND RD N.E.STE 210WOODINVILLE, WA 98072MARK W OLSON, P.E.(425) 487-1732FROM NEAREST T-MOBILE OFFICE:HEAD EAST TOWARD N CREEK PKWYTURN RIGHT TOWARD N CREEK PKWYTURN RIGHT ONTO N CREEK PKWYUSE THE RIGHT 2 LANES TO TURN RIGHT ONTO NE 195TH STUSE THE LEFT 2 LANES TO TURN LEFT ONTO THE INTERSTATE 405 SRAMP TO RENTONMERGE ONTO I-405 STAKE EXIT 4 FOR WA-900 W TOWARD WA-169 S/RENTON/ENUMCLAWMERGE ONTO WA-900/SUNSET BLVD NUSE THE LEFT 2 LANES TO TURN LEFT ONTO WA-169 SDESTINATION WILL BE ON THE RIGHTGENERAL INFORMATION:1. PARKING REQUIREMENTS ARE UNCHANGED. (NON ASSIGNED TECH PARKING)2. TRAFFIC IS UNAFFECTED.PROJECT AREA:±200 SQ. FT. (EQUIPMENT AREA)NEW IMPERVIOUS AREA:0 SQ. FT.AREA OF PARCEL:±510,581 SQ. FT. (11.72 ACRES)PARCEL NUMBER:2323059029PROPERTY OWNER:VALLEY VIEW MOBILE HOME PARK LLC191 MAPLEWAY DRIVESELAH, WA 98942POR OF SE 1/4 OF STR 23-23-5 & POR OF SW 1/4 OF 24-23-5 BEG AT SE 1/4COR OF SD SEC 23 TH N ALG E LN THOF 974.23 FT TH N 81-35-17 W 548.04FT TH N 00-12-43 E 364.50 FT TO SLY MGN OF ST RD #5 TH E ALG SD MGNON CRV TO LFT RAD=13322.10 FT CTR BEARS N 04-45-18 E ARC DIST744.24 FT C/A 03-12-03 TH S 00-12-43 W 1389.46 FT TH N 86-43-07 W 201 FTTO POB TGW N 50 FT OF E 350 FT OF TR A VALLEY FAIRE II PER KCLLAS92L0194 APPROVED 12-09-92 EXEMPT FROM THE SOUND TRANSIT/RTAPROPERTY TAXES PER SB 6475SITE LOCATIONSITE LOCATION (BASED ON NAD 83):LATITUDE:47° 27' 47.40" N (47.463167)LONGITUDE: 122° 07' 19.19" W (-122.122)TOP OF STRUCTURE:±70.0' (UTILITY POLE)BASE OF STRUCTURE:±124.0' AMSLAPPROVAL/SIGN OFF OF DRAWINGSCONSULTANTDATESIGNATUREPROJECT LEADCONSTRUCTION MANAGERSITE ACQUISITIONLANDLORD'S REPRESENTATIVECARRIERDATESIGNATUREDEVELOPMENT MANAGERPROJECT MANAGERRF ENGINEEROPERATIONS MANAGERCONSTRUCTION MANAGERREGULATORY REVIEWREVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACHREDLINE NOTE AS DRAWINGS ARE BEING REDLINEDPROJECT INFORMATIONPROJECT TEAMLEGAL DESCRIPTIONDRIVING DIRECTIONSRMobileTAPPLICANT:T-MOBILE19807 NORTH CREEK PARKWAYBOTHELL, WA 98011VICINITY MAPGENERAL LOCATION MAPCODE INFORMATION:ZONING CLASSIFICATION: R-8BUILDING CODE: SBC 2018CONSTRUCTION TYPE: V-BOCCUPANCY: GROUP UJURISDICTION: CITY OF RENTONPROPOSED BUILDING USE: UNMANNED TELECOMMGENERAL INFORMATION1.THIS UNSTAFFED AND RESTRICTED EQUIPMENT SITE, WILL BE USED FOR THETRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULARSERVICE.2.T-MOBILE CERTIFIES THAT THIS WIRELESS EQUIPMENT FACILITY WILL BE SERVICED ONLYBY CARRIER EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BEPERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BYSERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITHDISABILITIES ACT (ADA), APPENDIX B SECTION 4.11 (5) (b), THIS FACILITY IS EXEMPT FROMTHAT ACT.3.NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.4.NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION.5.T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PERMONTH AT ONE HOUR PER TRIP.PROJECT CONSULTANT:LYNX CONSULTING17311 135TH AVE NE, SUITE 100WOODINVILLE, WA 98072(206) 388-7611CONSTRUCTION MANAGER:JOHN REGO(206) 947-5775rego.john@lynxconsulting.orgPROJECT LEAD:OLIVIA WRIGHT(253) 653-9787owright@lynxconsulting.orgSITE ACQUISITION / PERMITTING:MARIANNE BORING(509) 531-5475marianne.boring1@gmail.comDEVELOPMENT MANAGER:MIKE REED(425) 753-0525mike.reed161@t-mobile.comMAPLEWOOD GC/PSE/McCORSE04627C16405 MAPLE VALLEY HWY, RENTON, WA 98057SITE NAME:SITE NUMBER:LOCATION:47° 27' 47.40" N, 122° 07' 19.19" WL600PROJECT:SITE LOCATION1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR1605 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021TOWER OWNER:PUGET SOUND ENERGYPO BOX 97034BELLEVUE, WA 98009-9734(888) 225-5773PROJECT DESCRIPTIONDRAWING INDEXDWGDESCRIPTIONT-1TITLE SHEETG-1GENERAL NOTESA-1BOUNDARY & SITE PLANSA-1.1EQUIPMENT PLANSA-1.2ANTENNA PLANS & SCHEDULESA-2WEST ELEVATIONSA-3DETAIL SHEETA-3.1DETAIL SHEETA-3.2DETAIL SHEETA-3.3DETAIL SHEETA-3.4DETAIL SHEETA-4ANTENNA DETAILSA-5BATTERY SYSTEM REQUIREMENTSA-6SIGNAGE DETAILSRF-1RF DETAILSE-1SCHEMATIC GROUNDING PLAN & DETAILSANTENNA WORK:REMOVE:·(ALL) TMA'S & DIPLEXERS·(2) QUAD PANEL ANTENNAS·(8) 1 5/8"Ø COAXREPLACE:·(ALL) ANTENNA CHAIN MOUNTS W/ (2) QUAD RINGANTENNA COLLAR MOUNTSADD:·(2) OCTOPORT ANTENNAS·(2) AHLOA RRU'S·(2) AHFIG RRU'S·(1) 150' HCS 2.0 HYBRID CABLE W/ PENDANT·(4) 15' HCS 2.0 JUMPERSEQUIPMENT WORK:REMOVE:·(1) NOKIA CABINET·(1) FCOA CABINET·(2) FRIA RRU'S·(2) FRIE RRU'S·(1) FXFB RRU·(ALL) BASEBAND SYSTEM MODULES PER RFDSREPLACE:·(1) PURCELL POWER CABINET W/ (1) 600A HPL3 CABINET·(1) SERVICE PANEL W/ (1) EMERSON 200A SERVICE PANEL& GENERATOR RECEPTACLE·(1) FIBER/TELCO BOX W/ (1) AAV CUBE·(1) CSR 7210 SAS-Mxp W/ (1) CSR IXRe V2 (GEN 2)·(1) FSMF V102 W/ (1) FSMF V103 (OR GREATER)ADD:·(1) LB3 BATTERY CABINET W/ (4) BATTERY STRINGS·(1) HCS 2.0 JUNCTION BOX·(2) LED TECH LIGHTS W/ TIMER & GFCI RECEPTACLE·(1) 24" WIDE ICE BRIDGE W/ 12" DIVING BOARD·(2) AMIA'S SUBRACKS·(ALL) BASEBAND SYSTEM MODULES PER RFDS·RECTIFIERS AS REQUIRED·BREAKERS AS REQUIREDPER RFDS VERSION 5, 10/6/2021, 10:13:22 AMPROJECT TYPE L6001MFP22000155 G-1GENERAL NOTESSYMBOLS AND ABBREVIATIONSSPECIAL INSPECTIONS IN ACCORDANCE WITH 2018 IBC SECTION 1704.SOILS/GEOTECHNICAL:SHORING INSTALLATION AND MONITORINGOBSERVE AND MONITOR EXCAVATIONVERIFY SOIL BEARING psf BEARINGSUBSURFACE DRAINAGE PLACEMENTVERIFY FILL MATERIAL AND COMPACTIONVERIFY CONDITIONS AS ANTICIPATEDPILE PLACEMENT (AUGER CAST/DRIVEN PILE)OTHERREINFORCED CONCRETE:REINFORCING STEEL AND CONCRETE PLACEMENTPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTIONBATCH PLANT INSPECTIONSHOTCRETEGROUTINGOTHERSTRUCTURAL STEEL:FABRICATION AND SHOP WELDSERECTION AND FIELD WELDS AND BOLTINGOTHER STRUCTURAL ALUMINUM:FABRICATION AND SHOP WELDSERECTION AND FIELD WELDS AND BOLTINGOTHER STRUCTURAL MASONRY:CONTINUOUSPERIODICOTHER OTHER: ANCHORING TO CONCRETE:BOLTS INSTALLED IN CONCRETEPOST-INSTALLATION ADHESIVE ANCHORSPOST-INSTALLATION MECHANICAL ANCHORSSPECIAL INSPECTIONS:A/CAIR CONDITIONINGAGLABOVE GRADE LEVELAPPROXAPPROXIMATELYBLDGBUILDINGBLKBLOCKINGB.O.BOTTOM OFB.O.S.BOTTOM OF STEELCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCONCCONCRETECONSTCONSTRUCTIONCONTCONTINUOUSDBLDOUBLEDIA/ØDIAMETERDIAGDIAGONALDNDOWNDETDETAILDWGDRAWINGEAEACHELELEVATIONELECELECTRICALEQEQUALEQUIPEQUIPMENTE.W.EACH WAYEXTEXTERIORFINFINISHFLUORFLUORESCENTFLRFLOORF.S.FAR SIDEFTFOOTGAGAUGEGALVGALVANIZEDG.C.GENERAL CONTRACTORGRNDGROUNDGYP BDGYPSUM WALL BOARDHORZHORIZONTALHRHOURHTHEIGHTHVACHEATING VENTILATIONAIR CONDITIONINGI.D.INSIDE DIAMETERININCHINFOINFORMATIONINSULINSULATIONINTINTERIORIBCINTERNATIONAL BUILDING CODELBSPOUNDSMAXMAXIMUMMECHMECHANICALMTLMETALMFRMANUFACTUREMGRMANAGERMINMINIMUMMISCMISCELLANEOUSN/ANOT APPLICABLENICNOT IN CONTRACTN.S.NEAR SIDENTSNOT TO SCALEO.C.ON CENTERO.D.OUTSIDE DIAMETERO/HOVERHEADPLCSPLACESPLYWDPLYWOODPROJPROJECTPROPPROPERTYPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDRADRADIUSREQREQUIREDRMROOMROROUGH OPENINGSCHSCHEDULESHTSHEETSIMSIMILARSPECSPECIFICATIONSFSQUARE FOOTSSSTAINLESS STEELSTLSTEELSTRUCTSTRUCTURALSTDSTANDARDSQ FTSQUARE FOOTSQ INSQUARE INCHSUSPSUSPENDEDTHKTHICKTHRUTHROUGHTNNGTINNEDT.O.TOP OFT.O.S.TOP OF STEELTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALV.I.F.VERIFY IN FIELDW/ WITHW/OWITHOUTWPWATER PROOF#X-#SHEET NUMBERDETAIL NUMBEREXISTINGCENTERLINECL(E)PLATEPLNATIONAL UTILITIES UNDERGROUND LOCATE811CALL TWO WORKING DAYSBEFORE YOU DIG!SAFETY PRECAUTION SHALL BE IMPLEMENTED BY CONTRACTOR(S) AT ALLTRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDSELECTRIC - RED SEWER - GREEN GAS/OIL - YELLOW SURVEY - PINKTEL/CATV - ORANGE PROPOSED - WHITE WATER - BLUETELEPHONEPOWERGROUND WIRECOAXIAL CABLEWOOD FENCECHAIN-LINK FENCE W/ BARB WIRECHAIN-LINK FENCEGENERAL NOTES:1.DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OFDOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTEDOTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALLMATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETEPROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL.2.PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TOFAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT.CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACTDOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BEACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS,OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT/ENGINEER VERBALLY AND IN WRITING.3.THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTIONAND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOBARE NEVERTHELESS 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 SHALLBEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANYCONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THEEVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVEWORK, UNLESS DIRECTED OTHERWISE.4.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACTDOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTIONMEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALLPORTIONS OF THE WORK UNDER THE CONTRACT.5.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TOMANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCALCODES OR ORDINANCES TAKE PRECEDENCE.6.ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICTACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTORSHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS ANDLAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.7.GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTIONDOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USEBY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENTONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARSTHE ARCHITECT'S SIGNED WET STAMP.8.THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BEALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.9.SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE MARSHALLAPPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE.10.CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURINGCONSTRUCTION.11.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 CONSTRUCTIONON OR ABOUT THE PROPERTY.12.CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURINGCONSTRUCTION AND LEGALLY DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH OFFSITE.CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY ORPREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, ORSMUDGES OF ANY NATURE.13.THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITHCONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THECONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.14.THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOIDDISTURBING NORMAL BUSINESS.15.THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMINGCLIENT AS ADDITIONAL INSURED, AND CLIENT PROOF OF LICENSE(S) AND PE & PD INSURANCE.16.CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS.17.CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATIONSHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF48 HOURS PRIOR TO CONSTRUCTION. DIAL 811.18.CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENTALONG WITH REDLINED CONSTRUCTION SET.19.CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THEAPPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPONCOMPLETION.20.FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BIDWALK.21.GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY ASREQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TONETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT.22.ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY CLIENTCONSTRUCTION MANAGER.23.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHEREPENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALLCOORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FORINSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORKGUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION ORAND OTHER FUTURE BREACH OF ROOFING INTEGRITY.24.IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED(SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATEWITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (INAPPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, ANDCOLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNKFASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTO SIMULATIONS ARE PROVIDED, THECONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED INPHOTO SIMULATIONS. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR,CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION.25.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHEREANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TOSUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THEPRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM ANUNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS-BUILT DRAWING SET" - HAVINGINDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEELREBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDEPROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHEREANCHORING OCCURS.26.GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLETRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIESSHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS. RECOMMENDED MANUFACTURE SHALLBE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL).PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA.DESIGN CRITERIA:THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2018 INTERNATIONALBUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2018 IBC)DESIGN LOADS:DESIGN DATA FOR THE CITY OF RENTON, WA: -ROOF SNOW LOADN/A (NOT A ROOFTOP SOLUTION) -BASIC WIND SPEED98 MPH (ULTIMATE) -WIND EXPOSURECCODE COMPLIANCE:ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THECURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESECODES.BUILDING/DWELLING CODE2018 IBC (STATE BUILDING CODE, WAC CHAPTER 51-50)2018 IRC (STATE BUILDING CODE, WAC CHAPTER 51-51)STRUCTURAL CODE2018 IBC (STATE BUILDING CODE, WAC CHAPTER 51-50)MECHANICAL CODE 2018 IMC (STATE BUILDING CODE, WAC CHAPTER 51-52)ELECTRICAL CODE2020 NEC (DEPT. OF LABOR & INDUSTIRES, WAC CHAPTER 296-46B)FIRE/LIFE SAFETY CODE2018 IFC (STATE BUILDING CODE, WAC CHAPTER 51-54A)FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARENOT REQUIRED IN ACCORDANCE WITH THE 2018 IBC BUILDING CODE.CONCRETE NOTES:1.ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318.2.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2018 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION28 DAY STRENTHS W/CMINIMUM CEMENT (f'c)RATIO CONTENT PER CUBIC YARDA. SLABS ON GRADE 2,500 PSI≤ 0.45 5 SACKS TOPPING SLABS CONCRETE PIERSB. ALL STRUCTURAL CONCRETE 4,000 PSI ≤ 0.45 6 1/2 SACKS EXCEPT WALLSC. CONCRETE WALLS 4,000 PSI≤ 0.45 6 1/2 SACKSCEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE ll U.N.O.2.THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS ANDPROCEDURES OF CONCRETE PLACEMENT.3.ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH ANAIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIRCONTENT SHALL BE IN ACCORDANCE WITH ACI 318.4.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60,fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BEGRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDEDSHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDEDONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURESSPECIFIED IN A.W.S. D14 ARE SUBMITTED.5.REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITHAC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR AMINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAPCORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OFWELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.6.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.7.SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000PSI.8.NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESSSPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT.10.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:- CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH3"- CONCRETE EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER)2" (#5 BARS OR SMALLER)1 1/2" - CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (SLABS, WALLS AND JOISTS) (#11 BARS AND SMALLER)3/4" (BEAMS, COLUMNS) (PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS)1 1/2"11.BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.12.ANCHOR BOLTS TO CONFORM TO ASTM A307.13.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BEMIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHEDRECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICHIT IS PLACED (3,000 PSI MINIMUM).14.ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TOCONFIRM CAPACITY UNLESS WAIVED BY ENGINEER.STRUCTURAL STEEL NOTES:1.SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FORREVIEW PRIOR TO FABRICATION.2.STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGHSTRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BEBASED ON THE A.I.S.I. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OFSTRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCEWITH 2018 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT.THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TESTRESULTS.3.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:TYPE OF MEMBERA.WIDE FLANGE SHAPEASTM A992, Fy 50 KSIB.OTHER SHAPE, PLATES AND ROD ASTM A36, Fy 36 KSIC.PIPE COLUMNS ASTM A53, Fy 35 KSID.STRUCTURAL TUBING ASTM A500, Fy 46 KSIE.ANCHOR BOLTS ASTM A307F.CONNECTION BOLTS ASTM A3254.ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-13.5.ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BEPERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIEDWELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IFREQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDINGWITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTEFOR MATERIAL REQUIREMENTS OF WELDED BARS.6.COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ONTHE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD-FORMED STEELFRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD-FORMEDSTEEL STRUCTURAL MEMBERS."7.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE AMINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.8.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTSUNLESS NOTED OTHERWISE.9.ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTIONSPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE.10.ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE.11.TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) ORAPPROVED EQUAL.TOWER/POLE NOTES:1.VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNALOADING IS TO BE DONE BY OTHERS.2.PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL ANDFUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THECENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS.ABBREVIATED ROOFTOP SAFETY PROCEDURES(WHEN APPLICABLE):(AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. -03/01/99)FALL PROTECTION METHODS AND EQUIPMENTROOF TOP INSTALLATIONS1.FOR WORK BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTIONSUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS ANDACTIVITIES OF THE CONSTRUCTION WORKERS.2.SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARDA ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOFAND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS.3.CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTEDROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE.4.SAFETY LINE SHALL BE MINIMUM ½" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF5400 LBS.5.SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE.6.SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OFROOF, BUT NOT BEYOND.7.SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS.8.MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALLOCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING:INSPECTION OF CONSTRUCTION AREA FOR HAZARDSUSE OF AN INSPECTION CHECKLISTINTERVIEWING COWORKERS REGARDING SAFETY CONCERNSREPORTING AND DOCUMENTING ANY HAZARDSREPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATIONPOSTING RESULTS OF INSPECTION AND ANY ACTION TAKENRECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETYREPRESENTATIVEREFER TO ROOFTOP WORK AREA SAFETY PROTOCOLNATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATIONREFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS,EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 2--A-2(E) DENSE TREE AREA(E) ±70.0' HIGH WOOD UTILITY POLE W/PROPOSED ANTENNA MODIFICATIONS(E) T-MOBILE LEASE AREA W/PROPOSED MODIFICATIONS(E) DENSE TREE AREA(E) TREE LINE (TYP)(E) GRAVEL ACCESS ROADPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE TL#: 2323059029±510,581 SQ. FT. (11.72 ACRES)MAPLE VALLEY HWY(E) OVERHEADUTILITY LINE (TYP)ZONE :ZONINGR-8SITE ACCESS-A-1.1(E) T-MOBILE LEASE AREA W/WOOD FENCE ENCLOSURE(E) DOUBLE SWING ACCESS GATE(E) TREE (TYP)(E) BRUSH LINE(E) ±70.0' HIGH WOOD UTILITY POLE W/PROPOSED ANTENNA MODIFICATIONS(E) 6"Ø CONDUIT (TYP OF 2)(E) BRUSHY HILLSIDE(E) GRAVEL ACCESS ROADMAPLE VALLEY HWYPROPERTY LINE(E) OVERHEAD UTILITY LINE (TYP)-A-1.2PROPOSED HCS 2.0 HYBRID CABLEROUTED WITHIN (E) CONDUIT4A-4BOUNDARY & SITE PLANSA-1PLAN NORTH22x34 SCALE: 1" = 100'-0"11x17 SCALE: 1" = 200'-0"1BOUNDARY PLAN1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204R N ESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021THIS IS NOT A SURVEYALL INFORMATION AND TRUE NORTH HAVEBEEN OBTAINED FROM EXISTING DRAWINGSAND ARE APPROXIMATE.PLAN NORTH22x34 SCALE: 3/16" = 1'-0"11x17 SCALE: 3/32" = 1'-0"2SITE PLAN (E) WOOD FENCE±20'-0"(E) FENCED ENCLOSURE±10'-0"(E) FENCED ENCLOSURE (E) FCOA CABINET TO BE REMOVED(E) NOKIA CABINET TO BE REMOVED(E) GPS ANTENNA TO BE RELOCATED(E) H-FRAME (TYP)(E) FIBER/TELCO BOX TO BE REPLACED(E) SERVICE PANEL W/GEN PLUG TO BE REPLACED(E) PURCELL POWER CABINET TO BE REPLACED(E) ELECTRICAL METER BASE(E) 6"Ø CONDUIT (TYP OF 2) W/&2$;72%(5(029('(E) SIGNAGE(E) DOUBLE SWINGACCESS GATE-A-6(E) WOOD FENCE±20'-0"(E) FENCED ENCLOSURE±10'-0"(E) FENCED ENCLOSURE (E) SIGNAGERELOCATED (E)GPS ANTENNA(E) H-FRAME W/MODIFIED POST TOACCOMMODATENEW ICE BRIDGE(E) ELECTRICAL METER BASE(E) 6"Ø CONDUIT (TYP OF 2) W/PROPOSED HCS 2.0 HYBRID CABLEPROPOSED LB3BATTERY CABINET W/(4) BATTERY STRINGS1A-3.1-A-5REPLACEMENT PURCELL600A HPL3 POWER CABINET1A-311A-4REPLACEMENT AAV CUBE3A-3.21'-0" REPLACEMENT 200AEMERSON 39"x20"x10"SERVICE PANEL (CAC MODEL)REPLACEMENTGENERATOR CAMLOC4A-3.2PROPOSED HCS2.0 JUNCTION BOX1A-3.2PROPOSED LED TECH LIGHT W/TIMER & GFCI RECEPTACLE (TYP)8A-3.2PROPOSED GRIPSTRUTCONDUIT STEP (SIZE TO SUIT)352326('5,*,'32:(5 ),%(5&21'8,76TO BE STACKED MOUNTED ALONG FENCE LINEPROPOSED 24" WIDE ICEBRIDGE W/ 12" DIVING BOARD1A-3.4(E) DOUBLE SWINGACCESS GATE-A-6EXISTING & PROPOSEDEQUIPMENT PLANSA-1.1PLAN NORTH22x34 SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"1EXISTING EQUIPMENT PLAN1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204R N ESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-202122x34 SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"2PROPOSED EQUIPMENT PLANPLAN NORTH A-1.2ANTENNA PLANS & SCHEDULESPLAN NORTH22x34 SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"1EXISTING ANTENNA PLANRFDSSITE NUMBERSE04627CSITE NAMEMAPLEWOOD GC/PSE/McCORPROJECT TYPEL600RFDS VERSION5.0 - 10/6/21 - 10:13:22 AMRADIOS @ ANTENNARADIO# OF RADIOSTECHNOLOGYLOCATIONAHLOA(2)L700 / L600 / N600ANTENNA LEVELAHFIG(2)L2100 / G1900 /L1900 / LAWS3(RESTRICTED)ANTENNA LEVELPENDANT(1)-ANTENNA LEVELHIGH CAP HCS 2.0 HYBRID CABLESSECTORTRUNK LENGTHJUMPER LENGTH# OF JUMPERSALPHA (S-1)±150'±15'(2)BETA (S-2)±15'(2)RF DATA SHEETSECTORCOLOR# OFANTENNASANTENNAVENDORANTENNA MODELAZIMUTH (TN)MECHANICALDOWNTILTELECTRICALDOWNTILTRAD CENTERHIGH CAP HCSLENGTHALPHA (S-1)RED1COMMSCOPEFFVV-65C-R3-V190°0°0°±65.9' AGL±150'--------BETA (S-2)GREEN1COMMSCOPEFFVV-65C-R3-V1275°0°0°±65.9' AGL--------MISC. EQUIPMENT @ EQUIPMENTEQUIPMENT# OF EQUIP.TECHNOLOGYLOCATIONCSR IXRe(1)-HPL3 CABINETRECTIFIER SHELF(1)-HPL3 CABINETRECTIFIERSAS REQ'D-HPL3 CABINETBREAKERSAS REQ'D-HPL3 CABINETJUNCTION BOX(1)-H-FRAMEMODULES @ EQUIPMENTMODULE# OF MODULESTECHNOLOGYLOCATIONAMIA(2)-HPL3 CABINETASIB(1)L700 / L600 /L2100 / L1900 /LAWS3(RESTRICTED)HPL3 CABINETASIK(1)N600HPL3 CABINETFSMF(1)G1900HPL3 CABINETABIA(2)L2100 / L1900 /LAWS3(RESTRICTED)HPL3 CABINETABIA(1)L700 / L600HPL3 CABINETABIL(1)N600HPL3 CABINET22x34 SCALE: NTS11x17 SCALE: NTS11RF DATA SHEET22x34 SCALE: NTS11x17 SCALE: NTS9RADIOS & SYSTEM MODULES SCHEDULES1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021PLAN NORTH22x34 SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"3PROPOSED ANTENNA PLANSECTOR"BETA"AZIMUTH275°AZIMUTH90°(E) TMA TO BE REMOVED (TYP)SECTOR"ALPHA"(E) QUAD PANEL ANTENNATO BE REMOVEDPROPOSED AHFIG RRU,ABOVE (TYP OF 2 PLCS)9A-4PROPOSED AHLOA RRU,BELOW (TYP OF 2 PLCS)5A-4PROPOSED OCTOPANEL ANTENNA1A-4(E) QUAD PANEL ANTENNATO BE REMOVED8A-4(E) POLE MOUNTED CONDUIT (TYP)SECTOR"BETA"AZIMUTH275°AZIMUTH90°SECTOR"ALPHA"(E) DIPLEXER TO BE REMOVED (TYP)(E) ±70.0' HIGH WOOD UTILITY POLEPROPOSED OCTOPANEL ANTENNA1A-48A-4(E) POLE MOUNTED CONDUIT (TYP)(E) ±70.0' HIGH WOOD UTILITY POLEPROPOSED HCS 2.0 PENDANT3A-4(E) ANTENNA CHAINMOUNT TO BE REPLACED@ TOP & BOTTOM (TYP)REPLACEMENT QUAD MOUNTW/ (2) 8" STANDOFF ARMS @TOP & BOTTOM (TYP OF 2)OR PSE APPROVED EQUAL7A-4 (E) TREEGRADE (REF 0.0')EL ±124.0' AMSL(E) ANTENNA TIP HEIGHTEL ±69.9' AGLTOP OF (E) UTILITY POLEEL ±70.0' AGL(E) ANTENNA RAD CENTEREL ±67.8' AGL(E) TMA & DIPLEXERSTO BE REMOVED (TYP)(E) PANEL ANTENNA TOBE REMOVED (TYP OF 2)(E) ANTENNA CHAINMOUNT TO BE REPLACED(E) ±70.0' HIGHWOOD UTILITY POLE(E) ELECTRICAL BOXMAPLE VALLEY HWY(E) 6"Ø CONDUIT (TYP OF 2) W/&2$;72%(5(029('(E) T-MOBILE LEASE AREAW/ EQUIPMENT TO BEREMOVED / REPLACED1A-1.1PROPOSED HCS 2.0 PENDANT(E) TREEGRADE (REF 0.0')EL ±124.0' AMSLPROPOSED ANTENNA TIP HEIGHTEL ±69.9' AGLTOP OF (E) UTILITY POLEEL ±70.0' AGLPROPOSED ANTENNA RAD CENTER(/ $*/(E) ±70.0' HIGHWOOD UTILITY POLE(E) ELECTRICAL BOXMAPLE VALLEY HWY(E) 6"Ø CONDUIT (TYP OF 2) W/PROPOSED HCS 2.0 HYBRID CABLEPROPOSED OCTO PANELANTENNA (TYP OF 2 PLCS)1A-43A-411A-4REPLACEMENT QUAD MOUNT W/ (2) 8" STANDOFF ARMS@ TOP & BOTTOM (TYP OF 2) OR PSE APPROVED EQUALPROPOSED AHFIG RRU,BEYOND (TYP OF 2 PLCS)9A-4PROPOSED AHLOA RRU,BEYOND (TYP OF 2 PLCS)5A-4(E) T-MOBILE LEASE AREA W/PROPOSED MODIFICATIONS2A-1.17A-4WEST ELEVATIONSA-222x34 SCALE: 3/16" = 1'-0"11x17 SCALE: 3/32" = 1'-0"1EXISTING WEST ELEVATION22x34 SCALE: 3/16" = 1'-0"11x17 SCALE: 3/32" = 1'-0"2PROPOSED WEST ELEVATIONNOTEALL VISIBLE ANTENNAS, MOUNTINGHARDWARE AND ACCESSORIESARE TO BE PAINTED PERJURISDICTIONAL REQUIREMENTS.1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 72"8"32"8"28"28"(4x) 5/8"Ø FORCABINET ANCHORAGE(4x) 5/8"Ø FORBATTERY MOUNTINGCORRECT KNOCKOUTTOOL REQUIRED FORPUNCHING KNOCKOUTS.DO NOT DRILLKNOCKOUTS THROUGH(6) KNOCKOUTS LOCATEDINCONVENIENTLY FROMINTERNAL AIRSCALEEQUIPMENT & ARE NOTFEASIBLE. SEE FIBERROUTE OPTION 1.FIBER ROUTE OPTION1: IT IS STRONGLYRECOMMENDED TOUSE THESE (4)KNOCKOUTS TO &FROM COVP WITHWATER-TIGHTLB OR GROMMET(3) 2" KNOCKOUTS INTENDEDFOR POWER, TELCO, &BOTTOM FIBERS TO COVP.ALL INCOMING CABLING TOBE IN RIGID OR FLEXIBLECONDUIT WITH AN LB.FIBER ROUTE OPTION 2: REARKNOCKOUTS CAN BE UTILIZEDFOR BOTTOM FIBER ROUTINGFROM COVP TO AIRSCALE IFOPTION 1 IS UNAVAILABLE.ANY OF THE BOTTOMKNOCKOUTS CAN BE USEDFOR THE AC POWER FEEDKNOCKOUT FORETHERNET FOR ALARMSKNOCKOUTS FORBATTERY WIRESBACK VIEWRIGHT VIEWFRONT VIEWISO VIEWMOUNTING FOOTPRINTPLAN VIEWSKU# 34038 PURCELL 2" PLINTHPLAN VIEWSKU# 34038PURCELL 2" PLINTH2"SKU# 34038 PURCELL2" PLINTHSIDE VIEW2'-6"2'-5"2"4'-0"RACK ASSIGNMENTRACKRU SLOTDESCRIPTIONTOP 153RDAIRSCALE141312FIBER MUX11102NDAIRSCALE987FIBER MUX651STAIRSCALE432FIBER MUX1RECTIFIER SHELFBOTTOM 16AAV15CSR14134THAIRSCALE121110FIBER MUX93RD LEGACYBBU8762ND LEGACYBBU5431ST LEGACYBBU214X .75 Ø HOLES FOR HPL3AND EXPANSION CABINETCORNER MOUNTINGPOINTS4X .875 Ø HOLES FORHPL3 AND EXPANSIONCABINET 2-STRINGBATTERY RACKMOUNTING POINTS4X .875 Ø HOLES FORHPL3 4-STRING BATTERYRACK MOUNTING POINTSHIPPING HOOKS TOBE REMOVED AFTERCABINET INSTALL40"8"32"30"NOTE:·ADDITIONAL KNOCKOUTS MAY BE REQUIREDAND CAN BE DRILLED ON SITE AS NECESSARY.FOR CABINETS STARTING AT 501 THERE WILLBE A TOTAL OF (8) KNOCKOUTS (2)HORIZONTAL ROWS OF (4)22x34 SCALE: NTS11x17 SCALE: NTS1SKU#33965 - PURCELL HPL3 600A DC POWER CABINET DETAILA-3DETAIL SHEETMANUFACTURE:PURCELL SYSTEM INCMODEL:HPL3 600A DC CABINETWEIGHT:1600lbs (MAX)DIMENSIONS:30.0"x48.0"x72.0"1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 2'-8"2'-6"5'-0" 1'-11"1'-10"(4x) 5/8"Ø FORCABINET ANCHORAGESHIPPING HOOKS TOBE REMOVED AFTERCABINET INSTALLCORRECT KNOCKOUTTOOL REQUIRED FORPUNCHING KNOCKOUTS.DO NOT DRILLKNOCKOUTS THROUGHBATTERYBRACKETS4X BATTERYSHELVES, UPTO 200AHBATTERYVIBRATIONMOUNTSKNOCKOUT FORETHERNET FOR ALARMSKNOCKOUTS FORBATTERY WIRESFRONT VIEWLEFT VIEWFRONT VIEW (OPEN)PLAN VIEWISO VIEWMOUNTING FOOTPRINTSKU# 34038PURCELL 2" PLINTH2"SKU# 34038 PURCELL 2"PLINTHPLAN VIEWSKU# 34038 PURCELL 2" PLINTHSIDE VIEW2'-6"2'-5"2"4x 0.75 Ø HOLES FOR HPL3AND EXPANSION CABINETCORNER MOUNTING POINTS4x.875 Ø HOLES FORHPL3 AND EXPANSIONCABINET 2-STRINGBATTERY RACKMOUNTING POINTS4x0.875 Ø HOLES FORHPL3 4-STRING BATTERYRACK MOUNTING POINT22x34 SCALE: NTS11x17 SCALE: NTS1SKU#33966 - PURCELL LB3 CABINET DETAILA-3.1DETAIL SHEETNOTE:·WIRES RUN THROUGH PROVIDED KNOCKOUT. FOLLOW PROPERINSTALLATION OF GASKET BEFORE MATING THE 2 CABINETSMANUFACTURE:PURCELL SYSTEM INCMODEL:HPL3 LARGE BATTERY CABINETWEIGHT:2500lbsDIMENSIONS:30.0"x31.6"x60.4"BATTERY INFORMATION:·MAXIMUM OF (4) STRINGS OF (4) POWERSAFE #SBS 170F IN BATTERY CABINET. SEE DETAIL 3/A-5·TOTAL KILOWATT-HOUR: 12V x 170 AMP-HR x 16 BATTERIES = 32.64 k-Wh·TOTAL MAX RATING OF THE POWER PLANT IS BELOW THRESHOLD OF 70 k-Wh PER CODE (2018 SFC TBL 1206.2)1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 FRONT14.0"16.0"8.0"STRUT SPACEDAS REQ'D (TYP)SIDEBOTTOMHCS 2.0 JUNCTION BOXMANUFACTURERRAYCAPWEIGHT21.9 lbsMOUNTING KITPROVIDEDATTACHMENT PERMANUFACTURERRECOMMENDATIONSAIRSCALE AMIAMANUFACTURERNOKIAMODELAMIA SUBRACKWEIGHT (EMPTY)11.2 lbsWEIGHT (FULL)52.7 lbs5.1" 1 5 . 7 "(6) ABIA UNITCAPACITY (MAX)(2) ASIA UNITCAPACITY (MAX)17.6"AMIASUBRACK FRAMETRANSMISSIONINTERFACESRF1 LEDRF2 LEDSM LEDRF3 LEDEXT LEDPWR RFMODULE 2PWR RFMODULE 1PWR RF MODULE 3PWR SUPPLY BB-EXT MODULE10/100/1000 Eth LMP10/100 Eth BBU/FPMA10/100/1000 Eth OVPGROUNDING POINTS10/100/1000 Eth ETPEACSYNC OUTSYNC INOPT-RF1OPT-RF2OPT-RF3OPT-EXT1OPT-EXT2FSMF BASEBANDMANUFACTURERNOKIAMODELFSMFHEIGHT5.2"WIDTH17.6"DEPTH22.0"WEIGHT46.3 lbsTOPFRONTRIGHT SIDE22.8"HVAC UNITEQUIPMENT ENCLOSUREMFRCHARLESMODELCUBE RL1003AB-AWEIGHT90 lbs (EMPTY)LEFT SIDE4.9"20.1"41.8"32.4" 23.1"27.6"20.1"26.3"HVAC UNIT9"9"2'-0"2'-0"PLANFRONTSIDE9"9"GEN. INTERFACE PANELMANUFACTURERPANTROLPART NUMBERPANLOCWEIGHT20 LBSGENERATOR INTERFACE!DANGERTo Operate LatchPRESS IN ON DOOR TOTURN LATCHLATCHUNLATCH LIGHT NOTE:GFCI RECEPTACLE - LEVITON #GFWR1-W4 HR TIMER - INTERMATIC #WP5220CDOUBLE GANG JUNCTION BOX - #2IHD5-2LED TECH LIGHT#RAB x43 (ORAPPROVED EQUAL)TIMER & DUPLEXRECEPTACLE(SEE LIGHT NOTE)(E) FENCE POSTATTACH PERMANUFACTURERRECOMMENDATIONSNOTE:LIGHT @ EXISTING H-FRAME (NOT SHOWN FOR CLARITY)TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS3.15" MIN EMBED TOP OFCONCRETEEQUIPMENTCABINET/RACKBASEHILTI HSL-3-B-M12 W/TORQUE CAP ORAPPROVED EQUAL.(INSTALL PERMANUFACTURER'SRECOMMENDATIONS)(E) CONCRETEA-3.2DETAIL SHEET22x34 SCALE: 1 1/2" = 1'-0"11x17 SCALE: 3/4" = 1'-0"4GENERATOR RECEPTACLE22x34 SCALE: 1 1/2" = 1'-0"11x17 SCALE: 3/4" = 1'-0"1HCS 2.0 JUNCTION BOX DETAIL22x34 SCALE: NTS11x17 SCALE: NTS107250 CSR IXR-e ROUTER22x34 SCALE: NTS11x17 SCALE: NTS9AMIA BASEBAND SUBRACK22x34 SCALE: NTS11x17 SCALE: NTS5FSMF BASEBAND MODULE7250 CSR 1XR-e INTERCONNECT ROUTERMANUFACTURERNOKIAMODEL7250 IXR-e 2QSFP28 8SFP28 24SFPMODEL7250 IXR-e 14SFP+4RJ45HEIGHT1.75"DEPTH10.0"WIDTH17.25"WEIGHTN/A22x34 SCALE: NTS11x17 SCALE: NTS11NOT USED22x34 SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"3AAV CUBE22x34 SCALE: 1 1/2" = 1'-0"11x17 SCALE: 3/4" = 1'-0"8LED LIGHT DETAIL22x34 SCALE: 3" = 1'-0"11x17 SCALE: 1 1/2" = 1'-0"7EQUIPMENT ANCHORAGE1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204R N ESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 14.2"1.7"8.6"SINEACSOUTSEI1SEI2GROUNDINGSRIO1EIF1EIF2EIF3EIF5EIF4LMPRF1RF2RF3RF4RF5RF6PROPOSED ABIA LOCATEDWITHIN AMIA RACK8.6"1 4 . 2 " 1.1"PROPOSED ABILLOCATED WITHIN AMIA RACKSFP28QSFP28S-RF1S-RF2S-RF1S-RF2RF1RF2RF3RF5RF7RF9RF4RF6RF822x34 SCALE: NTS11x17 SCALE: NTS1SKU# 33615 - ASIK DETAILFANLMPSEIEIF1EIF2STATUS22x34 SCALE: NTS11x17 SCALE: NTS2NOT USED22x34 SCALE: NTS11x17 SCALE: NTS3SKU# 34103 - ABIC DETAIL22x34 SCALE: NTS11x17 SCALE: NTS4SKU# 33617 - ABIL DETAIL22x34 SCALE: NTS11x17 SCALE: NTS5SKU# 33388 - ABIA DETAIL22x34 SCALE: NTS11x17 SCALE: NTS6SKU# 34104 ASIB DETAILA-3.3DETAIL SHEETPROPOSED ASIB LOCATEDWITHIN AMIA RACK1 4 . 2 " 1.7"8.6"PROPOSED ASIKLOCATED WITHIN AMIA RACK MANUFACTURER: NOKIA MODEL: ASIB WEIGHT: 6.4 lbs DIMENSIONS: 8.6"x14.2"x1.7" MANUFACTURER: NOKIA MODEL: ABIA WEIGHT: 4.6 lbs DIMENSIONS: 8.6"x14.2"x1.1" MANUFACTURER: NOKIA MODEL: ABIL WEIGHT: 4.4 lbs DIMENSIONS: 8.6"x14.2"x1.1" MANUFACTURER: NOKIA MODEL: ASIK WEIGHT: 6.6 lbs DIMENSIONS: 8.6"x14.2"x1.7" MANUFACTURER: NOKIA MODEL: ABIC WEIGHT: 5.8 lbs DIMENSIONS: 8.6"x14.2"x1.7"1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 TRAPEZE COAX CABLESUPPORTS @ 3'-0" O.C.HOT DIPPED GALVANIZED GRIP STRUT STEELGRATING FROM TOWER TO EQUIPMENTBASE SHOE (INSTALLPER MANUFACTURERRECOMMENDATIONS)8'-0 "MAX10'-0" MIN NOTE:#2 SOLID TINNED GROUND WIRE TOBE CAD WELDED FROM EACHSUPPORT COLUMNS TO GROUND RINGCHANNEL MOUNTING BRACKETASSEMBLY (HORSEHEAD)3"Ø HOT DIPPED GALV PIPE FOR ICEBRIDGE SUPPORT W/ END CAPICE BRIDGEMANUFACTURERSITE PRO1MODELIB24B-ZPOLE HEIGHT10'-6"GRATING WIDTH2'-0"WEIGHT345 lbsA-3.4DETAIL SHEET22x34 SCALE: 3/8" = 1'-0"11x17 SCALE: 3/16" = 1'-0"1ICE BRIDGE DETAIL22x34 SCALE: NTS11x17 SCALE: NTS9NOT USED22x34 SCALE: NTS11x17 SCALE: NTS10NOT USED22x34 SCALE: NTS11x17 SCALE: NTS11NOT USED22x34 SCALE: NTS11x17 SCALE: NTS12NOT USED22x34 SCALE: NTS11x17 SCALE: NTS5NOT USED22x34 SCALE: NTS11x17 SCALE: NTS6NOT USED22x34 SCALE: NTS11x17 SCALE: NTS7NOT USED22x34 SCALE: NTS11x17 SCALE: NTS8NOT USED22x34 SCALE: NTS11x17 SCALE: NTS3NOT USED22x34 SCALE: NTS11x17 SCALE: NTS4NOT USED1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204R N ESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 AHLOA RRUMANUFACTURERNOKIAMODELAHLOA 4T4R RRHHEIGHT22.0" (NO BRACKETS)WIDTH7.4"DEPTH12.1"WEIGHT83.0 lbsTOPFRONTSIDE7.4"12.1"12.1"22.0"7.4"TOPFRONTSIDE5.6"12.9"12.9"28.7"5.6"AHFIG RRUMANUFACTURERNOKIAMODELAHFIG 4T4R DUAL BAND RRHHEIGHT28.7" (W/ MOUNTING BRACKETS)WIDTH12.9"DEPTH5.6"WEIGHT70.5 lbsHYBRID JUMPER CABLEMANUFACTURERCOMMSCOPEMODELHFT410-4SNOK2-XXDLC FLEXCONNECTORSW/ BOOTPOWER CORDXXCABLE LENGTHHQLC CONNECTORPENDANTENDRRUENDFRONTSIDETOP95.94"25.20"32.48"13.21"37.91"7.30"INSIDE9.25"ANTENNA DATAMANUFCOMMSCOPEMODELFFVV-65C-R3-V1WEIGHT124.56 lbs16.0"10.2"3.2"MOUNTING TOPIPE MOUNTFRONTSIDEHCS 2.0 PENDANTMANUFACTURERNWSWEIGHT1.61 lbs/ftMOUNTING KITPROVIDEDFIBERFIBER6 AWG6 AWG6 AWG6 AWGFIBERFIBER6 AWG6 AWG(12) - #6 AWG CLASS C(4) - 12 FOC LOOSETUBE SINGLE MODEFLAME RESISTANTNON-HYGROSCOPICFILLERS (AS NEEDED).MYLAR BINDER TAPE.5-MIL THICK BARECOPPER SHIELD80 MILS (2.03 MM) OF(PVC) JACKETRIPCORD1.48"6 AWG6 AWG6 AWG6 AWG6 AWG6 AWGWILCOR PART #'S:12" STANDOFF WA12SB18" STANDOFF WA18SB24" STANDOFF WA24SB4 3/4" MIN1'-6"WOODUTILITYPOLE(E) 6"ØCONDUIT(TYP OF 2)(E) WOOD UTILITY POLE(E) 3/4" LAG SCREWSMIN 3" PENETRATION(E) P1000 UNISTRUT STANDOFF(E) 2"ØCONDUIT(TYP OF 3)5/8"Ø THREADEDROD (TYP)QUAD RINGMOUNT (TYP)2"Ø STD WT PIPEMAST (TYP OF 2)SITE PRO1 QUAD RING MOUNTPART #WEIGHTSIZE RANGEUQB4285 lbs12" - 60"MM0137 lbs8"5/8"Ø THREADEDROD (12 PER RINGMOUNT, TYP OF 24)QUAD RINGMOUNT (TYP OF 2)(E) MONOPOLE8" STANDOFF ARM(2 PER RINGMOUNT, TYP OF 4)6'-0" SPACING A-4ANTENNA DETAILS22x34 SCALE: 1 1/2" = 1'-0"11x17 SCALE: 3/4" = 1'-0"5AHLOA RRU22x34 SCALE: 1 1/2" = 1'-0"11x17 SCALE: 3/4" = 1'-0"9AHFIG RRU22x34 SCALE: 1" = 1'-0"11x17 SCALE: 1/2" = 1'-0"12HCS 2.0 JUMPER CABLE22x34 SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"1OCTOPORT PANEL ANTENNA22x34 SCALE: 1 1/2" = 1'-0"11x17 SCALE: 3/4" = 1'-0"3HCS 2.0 PENDANT DETAIL22x34 SCALE: 3" = 1'-0"11x17 SCALE: 1 1/2" = 1'-0"4HCS 2.0 HYBRID CABLE DETAIL22x34 SCALE: 3/4" = 1'-0"11x17 SCALE: 3/8" = 1'-0"7ANTENNA MOUNT22x34 SCALE: NTS11x17 SCALE: NTS11CONDUIT DETAIL1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204R N ESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-202122x34 SCALE: NTS11x17 SCALE: NTS2NOT USED THIS ROOM CONTAINS:LEAD-ACID BATTERY SYSTEMS,CORROSIVE LIQUIDS (ELECTROLYTE),ENERGIZED ELECTRICAL CIRCUITS,AND HYDROGEN GASAUTHORIZED PERSONNEL ONLYEYE PROTECTION REQUIREDNO SMOKING OR OPEN FLAMESBATTERY ROOMCHEMICAL HAZARDIDENTIFICATION SYSTEM023W__HEALTH HAZARD4 - DEADLY3 - EXTREME DANGER2 - HAZARDOUS1 - SLIGHTLY HAZARDOUS0 - NORMAL MATERIALFIRE HAZARDFLASH POINT%(/2:)%(/2:)%(/2:)$%29()0 - WILL NOT BURNSPECIFICHAZARDOXIDIZERACIDALKALICORROSIVEUSE NO WATERRADIATION HAZARDOXYACIDALKCORWREACTIVITY4 - MAY DETONATE3 - SHOCK & HEATMAY DETONATE2 - VIOLENT CHEMICALCHANGES1 - UNSTABLE IF HEATED0 - STABLETHERMAL RUNAWAY PROCEDURE POSTINGATTACHMENT A TO THERMAL RUNAWAY PROCEDUREHANDLING OVERHEATING BATTERIES OR THERMAL RUNAWAY.(A COPY OF THIS PAGE SHALL BE LAMINATED OR PLACE IN A PLASTIC SHEETPROTECTOR AND POSTED IN ALL BATTERY AREAS)IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH OR THAT MAKE HISSING ORWHISTLING NOISES FROM THEIR VENTS:·THERE IS A FIRE OR SMOKE·IF THE FIRE ALARMS ARE GOING·IF THERE IS A STRONG ROTTEN EGG (HYDROGEN SULFIDE ) ODORIMPORTANT: TAKE NO ACTION THAT COULD PRODUCE A SPARK AND IGNITEAIRBORNE HYDROGENIF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH BUT THERE IS NOSMOKE AND IT IS SAFE TO REMAIN IN THE FACILITY:·CALL FOR HELP·INCREASE VENTILATION IN BATTERY AREA·REDUCE CHARGE CURRENT EITHER BY TURNING OFF ENOUGH RECTIFIERS SOTHAT THE LOAD BARELY IS COVERED OR BY LOWERING THE FLOAT VOLTAGE·INCREASE COOLING IN THE BATTERY AREA IF POSSIBLE·IF THERE IS A SPILL OR OTHER HAZMAT SITUATION CALL THE ENVIRONMENTALHOTLINE AT 1-800-488-7900DO NOT OVER-REACT TO BATTERY EMERGENCIES. BURNING BATTERIES RELEASEPOTENTIALLY LETHAL CONCENTRATIONS OF TOXIC GASSES OR OTHER CHEMICALS ANDSHOULD BE HANDLED BY TRAINED FIRST RESPONDERS (FIRE DEPARTMENT) WITHAPPROPRIATE PROTECTIVE CLOTHING AND SELF CONTAINED BREATHING APPARATUS (SCBA)22x34 SCALE: NTS11x17 SCALE: NTS1BATTERY DANGER SIGN22x34 SCALE: NTS11x17 SCALE: NTS2BATTERY HAZMAT SIGNA-5BATTERY SYSTEMREQUIREMENTS22x34 SCALE: NTS11x17 SCALE: NTS5THERMAL RUNAWAY22x34 SCALE: NTS11x17 SCALE: NTS6NOT USED22x34 SCALE: NTS11x17 SCALE: NTS10NOT USED22x34 SCALE: NTS11x17 SCALE: NTS9NOT USED22x34 SCALE: NTS11x17 SCALE: NTS3BATTERY SYSTEM INFORMATIONPROJECT BATTERY SYSTEM DATABATTERY TYPE VALVE REGULATED LEAD ACID (VRLA) WITH IMMOBILIZED ELECTROLYTE TECHNOLOGY.NO. OF BATTERIES 16KWH PER BATTERY2.28TOTAL KWH36.48BATTERY MANUFACTURER EXCIDE TECHNOLOGIES INDUSTRIAL ENERGYMODEL NO. ENERSYS POWERSAFE SBS-190FDIMENSIONS 22.10" D x 4.9" W x 12.40" HWEIGHT 132.3lbs PER CELL# OF CELLS PER STRINGSPECIFIC GRAVITYLEAD WEIGHT PER CELL(lbs)ELECTROLYTE WEIGHTPER CELL (lbs)ELECTROLYTE VOLUMEPER CELL (GAL)ELECTROLYTE VOLUMETOTAL (GAL)41.3195.825.32.4238.72BATTERY PLACEMENT:RACK MOUNTED WITHIN CSA/UL, SELF-CONTAINED MODULAR RACK SYSTEM PROVIDED BY BATTERY MANUFACTURER WITH SEISMIC RATING AND DESIGNEDFOR DOUBLE STACKING OF BATTERY STRINGS.NOTES:1.CODE REFERENCES ARE TO 2018 INTERNATIONAL FIRE CODE FORSTATIONARY STORAGE BATTERY SYSTEMS.2.PROPOSED KWH TOTAL IS <70 KHW. COMPLIANCE WITH 2018 IFC 1206.2.12.1IS NOT REQUIRED.1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 Beyond this point you areentering a controlled area whereRF Emissions may exceed theFCC Occupational Exposure LimitsRef FCC 47CFR 1.1307(b)Obey all posted signs and site guidelinesfor working in an RF environmentCAUTIONFAILURE TO OBEY ALL POSTED SIGNSAND SITE GUIDELINES FOR WORKING INRADIO FREQUENCY ENVIRONMENTSCOULD RESULT IN SERIOUS INJURY.WARNINGBeyond this point:Radio frequency fields at this site mayexceed FCC rules for human exposure.Ref FCC 47CFR 1.1307(b)DIESEL FUELNO SMOKINGNO OPEN FLAMESDIESEL FUELNO SMOKINGNO OPEN FLAMESNFPA 704 HAZARDIDENTIFICATIONSYSTEM 15" DIAMOND220NOTICEGENERAL INFORMATION FOR WORKINGIN THE AREA OF ANTENNAS* ALL PERSONNEL ENTERING THIS SITE MUST BE AUTHORIZED.* OBEY ALL POSTED SIGNS.* ASSUME ALL ANTENNAS ARE ACTIVE.* MAINTAIN MINIMUM DISTANCE OF 3 FEET CLEARANCE FROM ANTENNAS.On this tower:Radio frequency fields near someantennas may exceed FCC rulesfor human exposure.In accordance with Federal Communications Commission rules on radiofrequency emissions 47CFR 1.137(b)Personnel climbing this tower should betrained for working in radio frequencyenvironments and use a personal RFmonitor if working near active antennas.NOTICENOTRESPASSINGCORROSIVE LIQUIDSWEAR PROTECTIVEEQUIPMENTCORROSIVE LIQUIDSWEAR PROTECTIVEEQUIPMENT032WDo not operate base station antennas in equipment room.Never operate transmitters without shields during normal operation.Use personal RF monitors while working near antennas.Do not stop in front of antennas.Maintain minimum 3 feet clearance from all antennas.Before working on antennas, notify owners and disable appropriatetransmitters.Assume all antennas are active.Obey all posted signs.All personnel entering this site must be authorized.All personnel should have electromagnetic energy (EME)awareness training.GUIDELINES FOR WORKING INRADIO FREQUENCY ENVIRONMENTSNOTICE1-888-662-4662IN CASE OF ANEMERGENCY CALL:SE04627CSITE NO:MAPLEWOOD GC /SITE NAME:1'-6"1'-0"PSE / McCOR4"1 1/2"T-MOBILENAME PLATE SCHEDULE(MOUNT ON METER BASE)8"1 1/2"PROPERTY OF T-MOBILE200A PANEL120/240V, 1PH, 3W(MOUNT ON PANELBOARD)NOTE:ALL NAME PLATES TO BE 1/8" THICKLAMACOID, BLACK FACE, WHITE CORE,FASTEN W/ APPROVED ADHESIVE.SIGNAGE DETAILSA-622x34 SCALE: NTS11x17 SCALE: NTS1NOC SIGN22x34 SCALE: NTS11x17 SCALE: NTS2RF NOTICE SIGN22x34 SCALE: NTS11x17 SCALE: NTS3RF NOTICE SIGN22x34 SCALE: NTS11x17 SCALE: NTS4RF NOTICE SIGN22x34 SCALE: NTS11x17 SCALE: NTS5RF CAUTION SIGN22x34 SCALE: NTS11x17 SCALE: NTS6RF WARNING SIGN22x34 SCALE: NTS11x17 SCALE: NTS7HAZMAT FUEL SIGN22x34 SCALE: NTS11x17 SCALE: NTS12NOT USED22x34 SCALE: NTS11x17 SCALE: NTS10CORROSIVE LIQUIDS22x34 SCALE: NTS11x17 SCALE: NTS11NOT USEDNOTES:1.PLACE SIGN ON GATE OR DOOR AND EACH SIDE OF FENCEDCOMPOUND.2.PLACE SIGN ON AT&T COMPOUND ONLY.3.SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION.22x34 SCALE: NTS11x17 SCALE: NTS9EMERGENCY SIGN22x34 SCALE: NTS11x17 SCALE: NTS8NAME PLATE1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 RF-1RF DETAIL22x34 SCALE: NTS11x17 SCALE: NTS1EXISTING ALL SECTORS22x34 SCALE: NTS11x17 SCALE: NTS2PROPOSED ALL SECTORS1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 65312NOTE:CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULTWITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDSTO BE USED FOR THIS PROJECT.TYPE SSTYPE VSTYPE GTTYPE GRTYPE PTTYPE GL LUGNOTE:FOR GROUNDING CONNECTIONS TO PAINTED CABINETSCHASSIS, GRIND OFF ALL ENAMEL COATINGS TO BARE METALAT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUGCONNECTION. APPLY NO-LUX TO ALL EXPOSED BARE METAL.PLAN#2 STRANDED GREENINSULATED COPPER GROUNDLEAD TO BUSS BAR OR #2SOLID BARE TINNED COPPERTO GROUND RINGCLEAR HEAT SHRINK ONCOMPRESSION LUGSGROUND WIRE STUD (TYPOF 2 @ FRONT AND BACKOF CABINET)(#2) TWO HOLECOMPRESSION LUG(2) 3/8"Ø SS HEXNUTTMA / RRU CHASSISNO-LUX ANTI-OXIDIZINGCOMPOUND3/8"Ø STAR WASHERNOTE:GROUND HYBRID CABLE TOP &BOTTOM USING UNIVERSAL 1 5/8"GROUNDING STRAP, PART #252172E-1SCHEMATIC GROUNDING PLAN& DETAILSPROPOSED CADWELD CONNECTION TO PIPE MAST. SEE 9/E-1.(E) GROUND ACCESSORY BUSS BAR, TYP.PROPOSED GROUND CONNECTION TO RRU. SEE 12/E-1.REPLACEMENT ANTENNA MOUNT STRUCTURE.12356PROPOSED #2 STRANDED GREEN INSULATED COPPERGROUND LEAD, TYP.COMPRESSION LUG/MECHANICAL CONNECTIONCADWELD CONNECTIONSIDE SPLICE CADWELDFIELD VERIFY & TIE INTO EXISTING GROUNDINGGROUND INSPECTION WELL5/8"x8'-0" COPPER CLAD STEEL GROUND RODSYMBOLDESCRIPTIONPLAN NORTH22x34 SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"3TYPICAL SCHEMATIC GROUNDING PLAN1.GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONALELECTRICAL CODE.2.MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8".3.NO SPLICES PERMITTED IN GROUND CONDUCTORS.4.ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT ATTHEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'SRECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANTGREASE.5.ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSIONTYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACKCONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BEPERMITTED.6.ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THEMANUFACTURER'S SPECIFIED VALUES.7.MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6".8.MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOTEXCEED A RESISTANCE OF 5 OHMS TO EARTH.9.GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANYMETAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE"POINT.10.GROUND BARS SHALL NOT BE FIELD MODIFIED.11.GROUND RING BURIAL DEPTH SHALL BE 30".12.A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIREDTO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT.THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDINGSYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCESSHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESEDISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALLBE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUNDTESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR.22x34 SCALE: NTS11x17 SCALE: NTS2LEGENDACCESSORY GROUND BAR 1/4"x4"x12" OR1/4"x4"x20" COPPERMASTER GROUND BAR 1/4"x4"x24" COPPER22x34 SCALE: NTS11x17 SCALE: NTS6KEYED NOTES22x34 SCALE: NTS11x17 SCALE: NTS9CADWELD CONNECTIONS22x34 SCALE: NTS11x17 SCALE: NTS10NOT USED22x34 SCALE: NTS11x17 SCALE: NTS11NOT USED22x34 SCALE: NTS11x17 SCALE: NTS12GROUND ATTACHMENT22x34 SCALE: NTS11x17 SCALE: NTS1GROUNDING NOTES1APV.:CURRENT ISSUE DATE:LICENSURE:11-01-21DRAWN BY:JRFCHK.:PROJECT INFO:REV:ISSUED FOR:CONSTRUCTIONDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:MWOMWOPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:SE04627CMAPLEWOOD GC/PSE/McCOR16405 MAPLE VALLEY HWYRENTON, WA 98057SNOHOMISH COUNTY21-06101E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM10-08-21PRELIMINARYJRFAL600NELANOIEGSRPRFSEODEE32204RNESIETRIG FOE ASTT NGITNOWHSAMAR K WESLEYOLSONMobileT10-28-21FINALJRF011-01-21REVISED ADDRESSJRF1111-1-2021 SE04627CHolder Identifier : 7777777707070700077763616065553330772617446304557707443126663407310072640477147231020772405113067011207522415736670112071262335760327740750063751247633207104013172270130077727252025773110777777707000707007 6666666606060600062606466204446200620020404026200206022204242262200062222042420400220622020426004002006222006042240022062200260402620200622200406006020006222004042002402066646062240664440666666606000606006Certificate No : 570090785769 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/23/2021 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. PRODUCER Aon Risk Services Northeast, Inc. Boston MA Office53 State StreetSuite 2201Boston MA 02109 USA PHONE(A/C. No. Ext): E-MAILADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # (866) 283-7122 INSURED 22667ACE American Insurance CompanyINSURER A: 43575Indemnity Insurance Co of North AmericaINSURER B: 20702ACE Fire Underwriters Insurance Co.INSURER C: 20699ACE Property & Casualty Insurance Co.INSURER D: INSURER E: INSURER F: FAX(A/C. No.):(800) 363-0105 CONTACTNAME: MasTec Network Solutions, LLCMasTec North America, Inc.806 S Douglas Road, 11th FloorCoral Gables FL 33134 USA COVERAGES CERTIFICATE NUMBER:570090785769 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, Limits shown are as requested POLICY EXP (MM/DD/YYYY)POLICY EFF (MM/DD/YYYY)SUBRWVDINSR LTR ADDL INSD POLICY NUMBER TYPE OF INSURANCE LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR POLICY LOC EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG X X X X GEN'L AGGREGATE LIMIT APPLIES PER: $3,000,000 $500,000 Excluded $3,000,000 $20,000,000 $6,000,000 SIR - $2M A 09/15/2021 09/15/2022YYXSLG72493114 PRO-JECT OTHER: AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY SCHEDULED AUTOS HIRED AUTOS ONLY NON-OWNED AUTOS ONLY BODILY INJURY ( Per person) PROPERTY DAMAGE(Per accident) X BODILY INJURY (Per accident) $10,000,000A09/15/2021 09/15/2022YY COMBINED SINGLE LIMIT(Ea accident)ISA H25555879 EXCESS LIAB X OCCUR CLAIMS-MADE AGGREGATE EACH OCCURRENCE DED $5,000,000 $5,000,000 09/15/2021UMBRELLA LIABD Y 09/15/2022XOOG71557625003 RETENTION X E.L. DISEASE-EA EMPLOYEE E.L. DISEASE-POLICY LIMIT E.L. EACH ACCIDENT $2,000,000 X OTH-ERPER STATUTEB09/15/2021 09/15/2022 WC (AOS) WLRC67817357A 09/15/2021 09/15/2022 $2,000,000 Y / N (Mandatory in NH) ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER/MEMBER N / A Y YN WC (AZ,MA) WORKERS COMPENSATION AND EMPLOYERS' LIABILITY If yes, describe under DESCRIPTION OF OPERATIONS below $2,000,000 WLRC6781731A EL Each AccidentWCUC6781743609/15/2021 09/15/2022 XSWC (CA,FL,GA,NC,TX)$2,000,000EL Disease - Policy EL Disease - Ea Empl $2,000,000 Excess WCA SIR applies per policy terms & conditions $2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: SE04627C located at 16405 SE Renton-Maple Valley Rd., Renton WA 98055. Certificate Holder and City Of Renton are included as Additional Insured in accordance with the policy provisions of the General Liability, Automobile Liability and Umbrella Liability policies. A Waiver of Subrogation is granted in favor of Certificate Holder in accordance with the policy provisions of the Workers Compensation policy. CANCELLATIONCERTIFICATE HOLDER AUTHORIZED REPRESENTATIVECity of Renton1055 South Grady WayRenton WA 98057 USA ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AGENCY CUSTOMER ID: ADDITIONAL REMARKS SCHEDULE LOC #: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:ACORD 25 FORM TITLE:Certificate of Liability Insurance EFFECTIVE DATE: CARRIER NAIC CODE POLICY NUMBER NAMED INSUREDAGENCY See Certificate Numbe See Certificate Numbe 570090785769 570090785769 Aon Risk Services Northeast, Inc. 570000085778 ADDITIONAL POLICIES If a policy below does not include limit information, refer to the corresponding policy on the ACORD certificate form for policy limits. INSURER INSURER INSURER INSURER INSURER(S) AFFORDING COVERAGE Page _ of _ NAIC # MasTec Network Solutions, LLC TYPE OF INSURANCE POLICY NUMBER LIMITS WORKERS COMPENSATION C SCFC67817394 09/15/2021 09/15/2022 WC (WI) N/A ADDL INSD INSR LTR SUBR WVD Y POLICY EFFECTIVE DATE (MM/DD/YYYY) POLICY EXPIRATION DATE (MM/DD/YYYY) ACORD 101 (2008/01)© 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD