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19006 Smokey Point Blvd_BLD1569_2026
COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. PLEASE FOLLOW THE SUBMITTAL REQUIREMENTS CHECKLIST TO MAKE SURE THAT ALL THE REQUIRED DOCUMENTS ARE SUBMITTED FOR REVIEW. Name of Project: SEA Skydive Valuation: ���, (�JCD Project Address: 19004 Smokey Point Blvd Parcel ID#: 31051700402200 Legal Description: See enclosed drawings Owner: Tower Co Phone Number: Address: 21907 64th Ave W#140 City: Mountlake Terrace State: Wa Zip Code: 98043 Engineer: Michael Maechler-CG Engineering Phone Number: 425-778-8500 Cell Phone: Fax: 425-778-5536 E-mail: Address: 250 4th Ave S,#200 City: Edmonds State: Wa Zip Code: 98020 General Contractor: TBD Phone Number: Cell Phone Fax: E-mail: Address. City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: Travis Griffith-Odelia obo Verizon Wireless Phone Number: Cell Phone: 805-807-9942 Fax: E-mail: TGriffith@Odelia.com Address: 5506 6th Ave S, #202 City: Seattle State: Wa Zip Code: 98108 Proposed Scope of Work and Occupancy: Installation of equipment skid with equipment cabinets and diesel generator, and antennas and equipment to be placed on existing monopole. hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the_laws,rules and regulation of the State of Washington. �4_J 7/11/2017 Applicants Signature Date Travis Griffith Print Applicants Name o COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 591h Ave NE •Arlington, WA 98223• Phone (360)403-3551 Project Name/Tenant SEA Skydive / Verizon Wireless Site Address 19004 Smokey Point Blvd Bldg/Unit/Suite IBC Construction Type V-B IBC Occupancy Type U Description of Use Wireless Facility Building Square Footage 160 Number of Stories 1 Square Footage Per Floor 160 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems Compressed gas systems Fire alarm and detection systems Fire pumps Flammable and combustible liquids(tanks, piping etc...) Hazardous materials High piled/rack storage Industrial ovens/furnace Private fire hydrants Spraying or dipping operations Standpipe systems Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: A backup diesel generator will be installed on the proposed skid. Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Statement of Special Inspection Name of Project: SEA Skydive Project Address: 19004 Smokey Point Blvd Special Inspection Firm: Mayes Testing Address: 20225 Cedar Valley Road Contact Person: TBD Phone: 425-742-9360 Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of Mayes Testing will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). Reinforced Concrete Bolting in Concrete Pre-stressed Concrete Shotcrete Structural Masonry Structural Steel and Welding High-Strength Bolting Spray-Applied Fireproofing Smoke-Control Systems ✓ Other Specify: Adhesive Anchors All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site, for review. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Jul. 18.2017 11:04 AM SPRINGER EQUIPMENT 3606538803 PAGE. 1/ 2 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economlo Development City of Arlington- 18204 59`h Ave NE-Arlington,WA 98223-Phone(360)403-3551 Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly Indicate on the plans and specifications for the speclflc types of spacial Inspection required,and shall Include a schedule for inspectlon and testing, The architect and engineer will coordinate their revisions and addenda process In such a way as to Insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner. The protect owner,or the architect or engineer acting as the owners agent,shall employ the special Inspector or agency. ENFORCEMENT: A failure of the special Inspector or firm to perform In keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the spacial Inspector.In such case a new special Inspector and/or firm would need to be proposed for approval,A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project,until nonconforming items have been resolved. ACKNOWLEDGEMENTS: The building permit does not Include any mechanical,electrical,plumbing or fire sprinkler/alarm work.These permits are Issued separately.Mechanical,electrical, plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant Improvement work In a space that Involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued,You must provide the Permit Center a copy of the approval letter or the approved plans,Contact the Snohomish County Health Dletrlct at(425)339-5250 with any questions or for more information. An Intake appointment Is required for all large Tenant Improvement Bullding Permit Applications.To determine If your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current Information,please contact the City of Arlington Permit Center at(360)403-3551 or by emall to permltcentert&-cl.arllhgton.wa.us. I have road and agree to comply with the terms and conditions of this agreement. Owner Applicant: Travis Griffith - Odelia obo Verizon Wireless Date: CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: SEA Skydive CONTRACTOR: JOB ADDRESS: 19006 Smokey Point Blvd LOT NUMBER TYPE GROUP NATURE of WORK: Wireless Facility USE of BUILDING: Wireless Facility PERMIT No: 1569 DATE ISSUED: 10/10/2017 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360)403-3417 UNDERFLOOR SHEARWALL PLUMBING(groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD(SHEAR/RATED WALLS) CEILING GRID STRUCTURALSLAB CROSS CONNECTION CONTROL IN PREMISE PUBLIC WORKS GRADING (360)403-3457 TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING,SIGNAGE&MARKINGS LANDSCAPING PLANNING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360)403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360)403-3526 SIDE SEWER/CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL FIRE DEPARTMENT (360)403-3526 HYDRO/FLUSH (360)403-3607 UNDERGROUND""INCL FDC (360)403-3607 FIRE ALARM /AUTOMATIC SPRINKLER (360)403-3417 HOOD SUPPRESSION SYSTEM (360)403-3607 FINAL FIRE WALK-THROUGH (360)403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: TODD AND CHRISTENA SPRINGER CONTRACTOR: STERLING TELECOMMUNICATINS&CONSTRUCTION JOB ADDRESS: 19006 SMOKEY POINT BLVD LOT NUMBER TYPE GROUP NATURE of WORK: CELL TOWER USE of BUILDING: PERMIT No: 1569 DATE ISSUED:4/6/2018 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING gyp, , ✓ BUILDING FOUNDATION (360)403-3417 UNDERFLOOR SHEARWALL PLUMBING(groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD(SHEAR/RATED WALLS) CEILING GRID STRUCTURALSLAB CROSS CONNECTION CONTROL IN PREMISE PUBLIC WORKS GRADING (360)403-3467 TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING,SIGNAGE&MARKINGS LANDSCAPING PLANNING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360)403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360)403-3526 SIDE SEWER/CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL FIRE DEPARTMENT (360)403-3526 HYDRO/FLUSH (360)403-3607 UNDERGROUND**INCL FDC (360)403-3607 FIRE ALARM /AUTOMATIC SPRINKLER (360)403-3417 HOOD SUPPRESSION SYSTEM (360)403-3607 FINAL FIRE WALK-THROUGH (360)403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON,WA.98223 PHONE; (360)403-355 t BUILDING PERMIT Address:19006 Smokey Point Blvd. Permit#:1569 Parcel#:31051700402200 Valuation:90000.00 OWNER APPLICANT CONTRACTOR Name:SPRINGER TODD J&CHRISTENA I Name:Verizon Wireless Name:Sterling Telecommunications&Construction, Inc. Address:19004 SMOKEY POINT BLVD Address:5506 6th Ave S,#202 Address:802 134th Street SW STE 110 City,State Zip:ARLINGTON,WA 982234218 City,State Zip:Seattle,WA 98108 City,State Zip:Everett,WA 98204 Phone: Phone:805-807-9942 Phone:425-259-6629 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR 2015 STORIES: CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF TI R LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMENS COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED IBC110/IRCI 10. A5 LIES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form an ih of Arlington#31UI. WAvINC- 1$ Ax, nature Print Name Date Rekased By _ CONDITIONS _ Adhere to approved plans. THIS PERMIT AUTHORILS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 4/4/2018 Building Permit Fee $1,311.38 4/4/2018 Building Plan Review Fee $852.40 4/4/2018 Processing/Technology Fee $25.00 4/4/2018 State Building Code Surcharge Fee $4.50 Total Due: S2,193.28 Total Payment: S2,193.28 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 _ When calling for an inspection please leave the following information: CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: SEA Skydive CONTRACTOR: Sterling Telecommunications 8 Construction,Inc. JOB ADDRESS: 19006 Smokey Point Blvd LOT NUMBER TYPE GROUP NATURE of WORK: Wireless Facility USE of BUILDING: Wireless Facility PERMIT No: 1569 DATE ISSUED:1011012017 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360)403-3417 UNDERFLOOR SHEARWALL PLUMBING(groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING 8 VENTILATION FRAMING INSULATION WALLBOARD(SHEAR/RATED WALLS) CEILING GRID STRUCTURAL SLAB CROSS CONNECTION CONTROL IN PREMISE PUBLIC WORKS GRADING (360)403-3457 TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING,SIGNAGE 8 MARKINGS LANDSCAPING PLANNING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360)403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360)403-3526 SIDE SEWER/CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL FIRE DEPARTMENT (360)403-3526 HYDRO/FLUSH (360)403-3607 UNDERGROUND"INCL FDC (360)403-3607 FIRE ALARM /AUTOMATIC SPRINKLER (360)403-3417 HOOD SUPPRESSION SYSTEM t0(36 )403-3607 FINAL FIRE WALK-THROUGH ))403-3417 FINAL INSPECTION IAL L SIGNATURE BLOCKS MUST BE COMPLETE CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19006 Smokey Point Blvd. Permit#:1569 Parcel#:31051700402200 Valuation:90000.00 OWNER APPLICANT CONTRACTOR Name:SPRINGER TODD J&CHRISTENA I Name:Verizon Wireless Name:Sterling Telecommunications&Construction, Inc. Address: 19004 SMOKEY POINT BLVD Address:5506 6th Ave S,#202 Address:802 134th Street SW STE 110 City,State Zip:ARLINGTON,WA 98223-4218 City,State Zip:Seattle,WA 98108 City,State Zip:Everett,WA 98204 Phone: Phone:805-807-9942 Phone:425-259-6628 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1I0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 4/4/2018 Building Permit Fee $1,311.38 4/4/2018 Building Plan Review Fee $852.40 4/4/2018 Processing/Technology Fee $25.00 4/4/2018 State Building Code Surcharge Fee $4.50 Total Due: $2,193.28 Total Payment: $2,193.28 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 _ BUILDING PERMIT Address:19006 Smokey Point Blvd. Permit#:1569 Parcel M:310517MO2200 Valuation:90000.00 OWNER APPLICANT CONTRACTOR Name:SPRINGER TODD J&CHRISTENA I Name:Verizon Wireless Name:Sterling Telecommunications&Construction, Inc. Address:19004 SMOKEY POINT BLVD Address:5506 6th Ave S.#202 Address:802 134th Sheet SW STE I10 City,State Zip:ARLINGTON,WA 98223A218 City,State Zip:Seattle,WA 99108 City,State Zip:Everett WA 98204 Phone: Phone:805-807-9942 Phone:425-259-6629 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State.Zip: Phone: Phone: LIC k: EXP: LIC 1!: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: OCC LOAD. PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN I)OING THE WORK AU114ORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMENS COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED IBCI 1011RC 1 I0. SALES TIC. Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form an ity of Arlington#3101. C nature — Print Name Date Rcicaud By T1}g CONDITIONS Adhere to approved plans. THIS PERMIT AUfrHORILS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 414/2018 Bullding Permit Fee $1,311.38 4/4/2018 Building Plan Review Fee $652.40 41412018 Pmcessingfrechnology Fee $25.00 4/4/2018 State Building Code Surcharge Fee $4.50 Total Due: S2,193.28 Total Payment: S2,193.26 Balance Due: y0,00 CALL FOR INSPECTIONS _ BU 1 LDING(360)403-3417 When calling for an inspection please leave the following lnformaHon: ~ ' CITY OF ARLINGTON F 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 :0 PHONE; (360)403-3551 BUILDING PERMIT Address:19006 Smokey Point Blvd. Permit#:1569 Parcel#:31051700402200 Valuation:90000.00 OWNER APPLICANT CONTRACTOR Name:SPRINGER TODD J&CHRISTENA I Name:Verizon Wireless Name:Sterling Telecommunications&Construction, Inc. Address: 19004 SMOKEY POINT BLVD Address:5506 6th Ave S,#202 Address:802 134th Street SW STE 110 City,State Zip:ARLINGTON,WA 98223-4218 City,State Zip:Seattle,WA 98108 City,State Zip:Everett,WA 98204 Phone: Phone:805-807-9942 Phone:425-259-6628 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS- 0 OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Relcased By CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 4/4/2018 Building Permit Fee $1,311.38 4/4/2018 Building Plan Review Fee $852.40 4/4/2018 Processing/Technology Fee $25.00 4/4/2018 State Building Code Surcharge Fee $4.50 Total Due: $2,193.28 Total Payment: $2,193.28 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: TODD AND CHRISTENA SPRINGER CONTRACTOR: STERLING TELECOMMUNICATINS&CONSTRUCTION JOB ADDRESS: 19006 SMOKEY POINT BLVD LOT NUMBER TYPE GROUP NATURE of WORK: CELL TOWER USE of BUILDING: PERMIT No: 1569 DATE ISSUED:4/6/2018 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING IO.ZID_I�I BUILDING FOUNDATION (360)403-3417 UNDERFLOOR SHEARWALL PLUMBING(groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD(SHEAR/RATED WALLS) CEILING GRID STRUCTURALSLAB CROSS CONNECTION CONTROL IN PREMISE PUBLIC WORKS GRADING (360)403-3467 TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING,SIGNAGE&MARKINGS LANDSCAPING PLANNING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360)403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360)403-3526 SIDE SEWER/CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL FIRE DEPARTMENT (360)403-3526 HYDRO/FLUSH (360)403-3607 UNDERGROUND**INCL FDC (360)403-3607 FIRE ALARM /AUTOMATIC SPRINKLER (360)403-3417 HOOD SUPPRESSION SYSTEM (360)403-3607 FINAL FIRE WALK-THROUGH (360)403-3417 FINAL INSPECTION ILL SIGNATURE BLOCKS MUST BE COMPLETE fV, wJL-1 4jge,.crEWvWta-V70 T I fiI� U���wl'l i 1 t. �. .-. . _ � 4/4/2018 STERLING Telecom&Const Inc Search L&I Washington State Department of ki Labor & Industries STERLING Telecom & Const Inc Owner or tradesperson 802134th St SW Ste 110 EVERETT,WA 98204 Principals 425-259-6628 Bonsen,Randy S,PRESIDENT SNOHOMISH County CRAWFORD,RODNEY GRAHAM,VICE PRESIDENT CONLEY,ERIC JAMES,SECRETARY MONTERA,ANNEMARIE THERESE,CHIEF FINANCIAL OFFICER Jeffrey T Broihier,Broadway L,AGENT Doing business as STERLING Telecom&Const Inc WA UBI No. Business type 603178 073 Corporation Governing persons RANDY BONSEN ERIN CONLEY; ROD CRAWFORD; ANNEMARIE MONTERA; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. STERLTC884C9 Effective—expiration 02129/2012—02/28/2020 Bond Lexon Ins Co $12,000.00 Bond account no. 9811510 Received by L&I Effective date 02/2912012 02/13/2012 Expiration date Until Canceled Insurance Western National Assur Co $1,000,000.00 Policy no. CP0001031808 Received by L&I Effective date https://secure.ini.wa.gov/verify/Detail.aspx?UBI=603178073&LIC=STERLTC884C9&SAW= 1/2 4/4/2018 STERLING Telecom&Const Inc 01/26/2018 02/13/2012 Expiration date 02/13/2019 Savings .............. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 231,272-00 Doing business as STERLING TELECOMMUNICATIONS& Estimated workers reported Quarter 4 of Year 2017"21 to 30 Workers" L&I account contact T3/KAYLENE MONIER(360)902-6627-Email:BRKB235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. 's9 Washington State Dept.of Labor&Industries,Use of this site is subject to the laws of the state of Washington. https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603178073&LIC=STERLTC884C9&SAW= 2/2 Kristin Foster From: Kristin Foster Sent: Thursday, February 01, 2018 11:15 AM To: 'Travis Griffith' Subject: RE: Smokey Point WCF - BLD-1569 Travis, Be aware that a roof will not be allowed to be installed at any point in time without a footing. Let me know if you have any questions. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE Arlington, WA 98223 360 403 3549 kfoster arli gtonw4.gov From:Travis Griffith [mailto:tgriffith@odelia.com] Sent:Thursday, February 01, 2018 9:32 AM To: Kristin Foster<kfoster@arlingtonwa.gov> Subject: RE: Smokey Point WCF- BLD-1569 Good morning, No roof will be installed. Only the newly proposed slab with originally applied-for equipment. Please let me know if this will still require a footing.Thank you. -Travis From: Kristin Foster [inailto:kfoster@arlingtonwa.govI Sent:Thursday, February 01, 2018 8:13 AM To:Travis Griffith<tgriffith@odelia.com> Subject: RE:Smokey Point WCF- BLD-1569 Travis, Per the plans there is to be post set to support a roof structure. Because of this roof structure a footing will be required. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 1 Arlington, WA 98223 360 403 3549 kfoster @@arlin_gtonwagoov From:Travis Griffith [mailto:tgriffith@odelia.com] Sent:Wednesday,January 31, 2018 9:50 AM To: Kristin Foster<kfoster@arlingtonwa.gov> Subject: RE:Smokey Point WCF- BLD-1569 Good morning, Any word from Kevin?Thank you. -Travis From: Kristin Foster [mailto:kfoster@arlingtonwa.gov] Sent:Tuesday,January 30, 2018 2:27 PM To:Travis Griffith<tgriffith@odelia.com> Subject: RE:Smokey Point WCF- BLD-1569 Thank you for clarification on what is being replaced with a pour. I see exactly what you are looking to change, but I just want to run it by Kevin before I give the go ahead. Thanks again for the clarification. Kevin should be in the office later this afternoon. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE Arlington, WA 98223 360 403 3549 kfoster@arlingtonwa.gov From:Travis Griffith [mailto:tgriffith@odelia.com] Sent:Tuesday,January 30, 2018 2:18 PM To: Kristin Foster<kfoster@arlin tog nwa.gov> Subject: RE:Smokey Point WCF- BLD-1569 Hi Kristine, We have not produced plans that replace the prefabricated skid with a concrete slab. I would like to know if that would be necessary since we're a little crunched for time and the construction manager would like to use the slab (with no footing) option since the skids are unavailable at the moment.The screenshot I sent Monday is just an example of what we want to do and was pulled from another projects drawings. I've reattached the drawings that were submitted with the original application We want to use what's shown in the screenshot below(same as what was sent Monday) instead of the skid shown on Sheet A-4.2 of the attached drawings and would like to know of this alteration to the original application can be addressed on-site. Please let me know or give me call to make sure we're on the same page.Thank you. 2 AIL VTr A"'M'!.L K.1 WwKA 1h TK(I.WW.4 w , ML.•Act'R MAN SMIL K w h(CU 41t.LAI All lot.ALL 110 AM 7W " S1•'A.M 0 11t aAp[lrrs" ktir.ln' WWO-19"rAllwrtAtA ba -M -.r•. 4 wnk SM_A AbR%Tkks%Ta.0 AA9 01140 PovsC SIMLL Of 7 .46/-=I NU01"K.ALL tASry.+tAl��0•G1ttS TMU.t MA11A,•Ott[ -' rv: .v/w r"m[VC'm LLSI'O 4c GM"I*L•, :o.elrl�au.r•Atr a.•+wur cawatrr *o��V noo Iv.rn �.�'-•. wwc WO r a un S IM 91T AMLL Of V rrint 11 Af i 1w@I T*FLi AMV IWwo A CWX fIK or art'wt LR AAA w 114w•MIA ILL sew is ._•._.• 7411•lfl 21WIN VKWA AM AWACV9 AUL.PINCL �It"A IAq,1/I-.WQO+Oq IA,,I Wit;W'W 1 %o Ili w UwPA -f w DOC 1LHL at M AcO c•I 0'%Dz I a ALL,v.c'ai M 4600 lAlAd SW L tAls AL)W IAtM"MLA;A 10•L ar E610 . AIOL/W.Ill M4 Y•TWI4.+. 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We just want to be sure changes are appropriately documented. Let me know should you have any questions or concerns. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE Arlington, WA 98223 360 403 3549 kfoster@arlingtonwa.gov From:Travis Griffith [mailto:tgriffith@odelia.com] Sent:Tuesday,January 30, 2018 11:10 AM To: Kristin Foster<kfoster@arlin tg onwa_gov> Subject: RE: Smokey Point WCF- BLD-1569 Good morning, Has the plans reviewer given any comments for this?We used a similar detail for a Pierce County approved site.The construction manager believes a footing would be excessive for the cabinets so we do not anticipate the use of a footing at this time. Please let me now if that works.Thank you. -Travis 3 From:Travis Griffith Sent: Monday,January 29, 2018 4:51 PM To: 'Kristin Foster'<kfoster@arlingtonwa.goy> Subject: RE:Smokey Point WCF- BLD-1569 Hi Kim, We do not have any footing details for this project at the moment.The concrete slab note below just an example we pulled from another site's details sheet. -Travis From: Kristin Foster [mailto:kfoster@arlingtonwa.gov] Sent: Monday,January 29, 2018 4:32 PM To:Travis Griffith<tgriffith@odelia.com> Subject: RE:Smokey Point WCF- BLD-1569 Thanks for the detail. This will work for the slab, but do you have any detail for the footing? Kristin Foster Permit Technician City of Arlington 18204 5911 Ave NE Arlington, WA 98223 360 403 3549 kfoster@arlingtonwa.Roy From:Travis Griffith [mailto:tgriffith@odelia.com] Sent: Monday,January 29, 2018 11:21 AM To: Kristin Foster<kfoster@arling_tonwa.go_v> Subject:Smokey Point WCF- BLD-1569 Good morning, Below is an example of how we plan to replace that prefabricated equipment platform. Please let me know if this alteration will require any administrative permitting actions or if it can be addressed during an infield inspection.Thank you for your help. 4 1. ALL SITE RORk SH41 LE AS INDKATEO 04 THE L.-.441. AND I. ALL Q"CMETE ACPH SHALL BE IA.._-om A4CE WTIH,A.CI.Y',.C.l 318 Aho THE STIF`ULATE] IN THE SPET]FIG-1104 -R0,ECT SLNMURY. 5PE.".RrATl4h C"T14-RACE:*W:REIE 2 NLMSH, STDA 3. JELRmIS, zTM". 5TONEN AND uTHFm P UUsE WLL BE 2 LKXSS 40TEO NWEArrtSE.ALL CAST-{N--LKE GONCREfE SMALL BE NLWIIAL WEIGHT, REM1741) FRCDA THE SITE AdhD DISPDSE3 CF LESALLY. N4-0AYNANCI t:ONCN[TC AATII A AIWMJ IM CC I IIESS%fn STNCV:TA Jr 7!.'U IL"4r4(E PER SOLIARE INCH AT F6 DAYS TYPE I it KA9RANO LEAEIR MLL SE USEO WITH A 3 THE SITE SHALL OE WtAOED TO CMSE sU4FACE WATEM Ri FLEW AIAY MUTAILM AAJ4NEGATE SITE OF A14'ANTI HR AIX Alt E411M14YE1(T.ALL OtI4CAIETE FROM THE PCS EDLIFWENT, POWER AREAS, AND ADJACENT 3ULC(NGS_ WILL HAVE A,MAATI4.ILA A1AlEVCEWENT IN,Ad1 RATIO CF Q48 4. ND FLL CAI EML1AhkNENT MAT]41AL.SHALL BE PLACED ON F401EN 3 AU-0640E RWORN SHALL HAVE A STIFF BRDOIA FLASH AhD HWE A 9JIPE 9F CROLI4D, FFA3FN WT70 TldL5. SNOW DR ICE SHALL NCT BE PLACED14 11N PER FOOT LrtMS 40TE5 OTHERWISE- kw FILL OR EtABN4NwENT 4. NE)F"iINI:E4:mom sW,LL HE NEw MLLET SFEEL mtFUNWNI:TU A.S.T.N Aeue, CRAOE 40. :ETORME3. 5. THE 5(1DCDRADE SHALL BE CONPAL'Tm ANO BRDLCHT N A SMOOTH UNFORM WADE PRIOR M THE CRUSFE] STC44E APPLICATION S CEri4L, FAMCATE AND E4ECT REIMRIRCEWENT SLATS.lKLLOIRO BAR SUPPORTS, nAcz:H%CTC, N ACcrAOAAcC Arm `xTAFLIRr, nr me 1RFIIRCNRTr lj&c I U!:1R RAZE AND ws PREPAR4TI.N T'S-LA3, REV. lmaW 1. FOR SLP-44-GFWE OONITTR I104 IT WILL 9E NEGE;NkY TO L 5. M..E55 OfHEiA15E NOIE6,ALL UP 9'110E5 SHALL BE CLASS 3 COfFCRNhC TO AU 04EAFS{"riz THE SITE Lw 2'-0' AND IMPQRr AN FPP4OAE7 CIRAN6LAR N.E FILL. THE ILL SHALL BE COMPACTED TO AT LEAEr 45i OF THE W70NUM DRY UNIT'WflGHT WRH A MOISTURE CONTENT WIFNN 2% OF THE OfMLIUW A A CHAMrp1 OF I' RlA4L 4E P"MOD)AT ALL EKPONMr CXV nr cc",-4 E IN WITWRE CONTENT A5 DETERNNEO MY THE WOWED PRmTON = T/UTN ACCCOD04E OIIH AEI. 301 WTION 424 LNLESS OTHERWISE 4OTEO O-k557)_ & C04--WM*VMK SHALL BE 0 04 IMTM AM THE M6:WWCAL, EI(.IPMEsT, Aho 2, CONOAI'TTDN REQUIREMENTS APPLY TO WKFLL FO4 UTLJTY TRE14CHE;; E1.0FICLACE�vp,'M AFEb SLRE WAIxlw4AFE, E'TE�.03NDUR'14¢)r05. EIC. ARE AhO FOLNDATION E%DWATICN5 WITHN STRLK.1--JrES, ORh'EMM lN1 PARNINC LDT AREAS.COMPACTWN SHALL BE ACCDNFIUSHFD RY PLACING THE 4 C4Rr.41E 00wER F"ROhF'g!rCm IIAACS SHALL rnNFg4N TO THE FML(IAINc FILL IN sUC:EtWYE. HORIYCNTAL WrINONNATELY SIN- TO ETaHr-4NGH LVAZiS INOICATEII MERWKE Oh THE ORrMNCS: LDDSE LIFTS MO MECHANICALLY COMPALTT4C EACH LFr TO AT LEAST THE GONG ETE EX JSE113 TO wVATHER OR IN CONTAA'T WITH OROJNO - 2 INCHES SPECEED 4NIM.:M nRA' nENSRY, Cicycm TE rAST A:HAcT EA*lH- %I4CNP1 3. ANY ORGANIC MATEFIAL, CETF RNIUS MATERIAL, OR C45TIURBED SOL SHALL IJ roc,"kmc Lr Atm or sTm ww'lN R11LM WITH !M=L IAWATOR PRIOR m RE REW ED FROM FLATWPAF ARM, I4STALIAT"Ih HELD, 4. THE GROL14D SURFACE SLR.ROU4DNG EICIF3aOR SMLCRIRES SHALL BE I I 064F'4ACTCR SHALL PiY.I:E SLMIES FCR ALL A4LI,e A9 °DE'TMTIDNS I mow, SLOPETD TO DRAIN A(M w N ALL FHRECTION& MWIJITEFI 14MM TEUX AAU COAX TO E4TD1 !M .14C0+e:1.1"MEAT Lvr. CONCRETE SLAB AND NOTES Travis Griffith Odelia Pacific Corporation 5506 6th Avenue South,Suite 202 Seattle WA 98108 805.807.9942 5 i i Permit Information Date 7/26/2017 Permit Number 1569 Project Name SEA Skydive Applicant Name Verizon Wireless Applicant Address 5506 6th Ave S,#202 J City, State,Zip Seattle,WA 98108 r Contact Travis Griffith A w Phone 805-807-9942 Email tdffith@odelia.com Permit Type Commercial Alteration Site Address 19006 Smokey Point Blvd. Valuation 90000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Wireless Facility Assigned To Kristin Foster Property Parcel Address Subdivision Lot Owner 31051700402200 19004 SMOKEY POINT BLVD I ISPRINGER TODD J&CHRISTENA I Review Date Type Description Target Completed Nssigned Status Date Date To 7/26/2017 themercial Approved with condition of needing the pole first and a contractor. /2/2017 /26/2017 Rick ams omplete 7/26/2017 Commercial /2/2017 my In Other Rusko Review ommercial II projects require DOE SWMMWW Minimum requirement#2.If project or a Nova 7/26/2017 they ombination of projects on this site trigger additional thresholds,a civil review will be /2/2017 /1/2017 eaton omplete �eeded. 7/26/2017 themercial /2/2017 irport neview Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $1.311.38 Building Plan Review Fee 345.83.00,00 $852.40 Processinq/Technologv Fee 341.43.00.02 $25.00 State Buildinq Code Surcharge Fee 386.00.01.00 $4.50 Total %219328 Notes Dale Note 7/26/2017 New address has been assigned as 19006 Smokey Point Blvd.The parcel number remains the same. 7/26/2017 Contractor is TBD. Uploaded Files Upload File Date File Uploaded B 7/26/2017 9:05:54 AM 11569 An-3li(,ation. dl IFoster,Kristin Permit Information Date 7/26/2017 Permit Number 1569 Project Name SEA Skydive Applicant Name Verizon Wireless Applicant Address 5506 6th Ave S,#202 City, State,Zip Seattle,WA 98108 Contact Travis Griffith Phone 805-807-9942 Email tgriffith@odelia.com Permit Type Commercial New Site Address 19004 Smokey Point Blvd. Valuation 90000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Wireless Facility Assigned To Kristin Foster Property_ Information Owner Information Parcel#:31051700402200 SPRINGER TODD J&CHRISTENA I SPRINGER TODD J&CHRISTENA 1 19004 SMOKEY POINT BLVD 19004 SMOKEY POINT BLVD ARLINGTON,WA 98223-4218 Review Date Tvoe Description Target Date Completed Date Assigned To Status 7/26/2017 ommercial Other /2/2017 Rick Karns In Review 7/26/2017 lCommercial Other 1 P/2/2017 1 Vkmy Rusko In Review Fees Fee Description Notes Amount Building Plan Review Feel 345.83.00.0( $852.40 Tota $852.40 Notes Date Note 7/26/2017 Contractor is TBD. Uploaded Files Upload File Date File Uploaded B 7/26/2017 9 05:54 AM 11569 Application.pdf Foster, Kristin )( • PACirIC CORrORATION DOCUMENTATION TRANSMITTAL DATE: July 18, 2017, 2017 TO: City of Arlington 18204 59th Ave NE Arlington,WA 98223 FROM: Travis Griffith RE: Verizon Wireless - SEA Skydive Building Permit Application THE FOLLOWING DOCUMENTS HAVE BEEN ENCLOSED: One (1) Building Permit Application One (1) Submittal Requirement Form Two (2) Structural Calculations (Tower& Ground Equipment) Two (2) Construction Drawings Please see the enclosed documents for a collocation onto an existing wireless facility. If you have any questions and/or concerns about the materials, please feel free to contact me at work (805)807-9942 or via e-mail TGriffith@Odelia.com. Thank you 0 Received �I FCE Copy JUL 19 2017 5506 6th Avenue South, Suite 202 Seattle, WA 98108 Phone - 805-807-9942 r COMMERCIAL REMODEL ING o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE - Arlington, WA 98223 - Phone(360) 403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of y,o-u,r submittal documents. Incomplete applications will not be accepted. LJ One (1) City of Arlington Commercial/Multi-Family Permit Application i (One (1) permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings Two (2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) ❑ One (1) NREC Code Compliance Forms { One (1) Special Inspection Requirements Forms ❑ One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 ., I I I I Gt7 Y U1, COMMERCIAL REMODEL Y�l�ivG o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 " Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards, Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN— REQUIRED WITH ALL SUBMITTALS v (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. El ARCHITECTURAL DRAWINGS 1 Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio (if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members f 2. © Floor Plan i a) Plan view 1/8"minimum scale. Details a minimum Yvinch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows, etc. REV 2015 Page 3 of 7 � v U n U U U " .. " ,� � — COMMERCIAL REMODEL jN o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan k a) Specify the size, spacing, span and wood species or metal gage for all stud walls. I b) Indicate all wall, beam and floor connections. ` c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) �a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE-High pile storage shall meet the requirements of current International Building and Fire Codes. C. SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704, the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE J1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 7 t, �r I COMMERCIAL REMODEL InT4 PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are Issued separately.Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to cedCc-�arlingtonwa.Aov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 01 7 i COMMERCIAL REMODEL y� o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS,TWO(2) SETS OF SPECIFICATIONS,TWO(2)SETS OF STRUCTURAL CALCULATIONS,ONE(1)SETS OF NREC ENERGY CODE APPUCATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel ❑✓ Commercial Addition ( ) Tenant Improvement Project Address: 19004 Smokey Point Blvd Parcel ID#: 31051700402200 Project Description: Collocation onto existing wireless facility Legal Description: (See included drawings) Project Valuation: $90,000 Owner: Tower Co Phone Number: Address: 21907 64th Ave W#140 City: Mountlake Terrace State: Wa Zip Code: 98043 Contact Person:Travis Griffith Phone Number: Cell Phone: 805-807-9942 E-mail: 'TGriffith@Odelia.com Address: 5506 6th Ave S,#202 City: Seattle State: Wa Zip Code: 98108 Contractor: TBD Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: REV 2015 Page 6 of 7 i COMMERCIAL REMODEL ��i� o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 Project Name/Tenant SEA Skydive /Verizon Wireless Site Address 19004 Smokey Point Blvd Bldg./Unit/Suite IBC Construction Type V-B IBC Occupancy Type U Description of Use Wireless Communication Facility Building Square Footage 160 Number of Stories 1 Square Footage per Floor 160 Will there be any installation,modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑✓ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq it) Provide details on any of the above checked items: A backup diesel generator will be installed on the proposed skid. Installation,changes,modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. hereby certify that the above,iniormation is correct and that the construction on, and the occupancy and the use of the above-described property II b in a�,f rdance with the laws, rules and regulation of the State of Washington. Applicants Signs re Travis Gri�fith - Odelia obo Verizon 7/18/2017 Print Applicants Name Date FOR STAFF USE ONLY Received .Illl_ 19 2017 Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 7 of 7 Q_ w COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. PLEASE FOLLOW THE SUBMITTAL REQUIREMENTS CHECKLIST TO MAKE SURE THAT ALL THE REQUIRED DOCUMENTS ARE SUBMITTED FOR REVIEW. Valuation: t SEA Skydive U 000 Name of Project: > Project Address: 19004 Smokey Point Blvd Parcel ID#: 31051700402200 Legal Description: See enclosed drawings Owner: Tower Co Phone Number: Address: 21907 64th Ave W#140 City: Mountlake Terrace State: Wa Zip Code: 98043 Engineer: Michael Maechler-CG Engineering Phone Number: 425-778-8500 Cell Phone: Fax: 425-778-5536 E-mail: Address: 250 4th Ave S, #200 City: Edmonds State: Wa Zip Code: 98020 General Contractor: TBD Phone Number: Cell Phone: Fax: E-mail: Address City: State: Zip Code: Contractor's License Number: Expiration Contact Person: Travis Griffith-Odelia obo Verizon Wireless Phone Number: Cell Phone: 805-807-9942 Fax: E-mail: TGriffith@Odelia.com Address: 5506 6th Ave S,#202 City: Seattle State: Wa Zip Code: 98108 Proposed Scope of Work and Occupancy: Installation of equipment skid with equipment cabinets and diesel generator, and antennas and equipment to be placed on existing monopole. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. 7/11/2017 Applicants Signature Date Travis Griffith Print Applicants Name COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59`h Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Project Name/Tenant SEA Skydive /Verizon Wireless Site Address 19004 Smokey Point Blvd Bldg/Unit/Suite IBC Construction Type V-B IBC Occupancy Type U Description of Use Wireless Facility Building Square Footage 160 Number of Stories 1 Square Footage Per Floor 160 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems Compressed gas systems Fire alarm and detection systems Fire pumps Flammable and combustible liquids(tanks, piping etc...) Hazardous materials High piled/rack storage Industrial ovens/furnace Private fire hydrants Spraying or dipping operations Standpipe systems Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: A backup diesel generator will be installed on the proposed skid. Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. COMMERCIAL APPLICATION `9� 1111k I PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 Statement of Special Inspection Name of Project: SEA Skydive Project Address: 19004 Smokey Point Blvd Special Inspection Firm: Mayes Testing Address: 20225 Cedar Valley Road Contact Person: TBD Phone: 425-742-9360 Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of Mayes Testing will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). Reinforced Concrete Bolting in Concrete Pre-stressed Concrete Shotcrete Structural Masonry Structural Steel and Welding High-Strength Bolting Spray-Applied Fireproofing Smoke-Control Systems Other Specify: Adhesive Anchors All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed, for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy'City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site, for review. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. .�_ �.� • r 1 1 Jul'. 18.2017 11:04 AM SPR"DER EQUIPMENT 3606538r PAGE. 1/ 2 1 C DYE / COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economlo Development City of Arlington• 18204 591h Ave NE•Arlington,WA 98223•Phone(360)403-3551 Building Division; The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special Inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible For approving various stages of construction to be covered and work to proceed. Design Profesalonals: The architect and engineer will clearly Indicate on the plans and specifications for the specific types of special Inspection required,and shall Include a schedule for inspection and tasting. The architect and engineer will coordinate their revisions and addenda process In such a way as to Insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner. The project owner,or the architect or engineer acting as the owners agent,shall employ the special Inspector or agency. ENFORCEMENT; A failure of the special Inspector or firm to perform In keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special Inspector.In such case a now special Inspector and/or firm would need to be proposed for Approval,A failure of the design and/or construction parties to perform In accordance with this agreement may result In a STOP WORK notice being posted on the project, until nonconforming Iterns have been resolved. ACKNOWLEDGEMENTS; The building permit does not Include any mechanical,electrical,plumbing or fire sprinkler/alarm work.These permits are Issued separately,Mechanical,electrical, plumbing,or fire sprinkler/alarm permlts require a separate permit application and may also require separate plan review. Please note that any tenant Improvement work In a space that Involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued,You must provide the Permit Center a copy of the approval letter or the approved plans,Contact the Snohomish County Wealth District at(425)339-5250 with any questions or for more Information. An Intake appointment Is required for all large Tenant Improvement Building Permit Applications.To determine If your project requires an Intake appointment,to schedule an appointment or to ensure that you have the most current Information,please contact the City of Arlington permit Center at(360)403.3551 or by small to permltcenter(a).cl,arlington.wa.us. I have read and agree to comply with the terms and conditions of this agreement. �7 Owner: "OV-0at0: Applicant: Travis Griffith - Odelia obo Verizon Wireless Date: ) i SabrE IndustriEs- Towers and Poles Structural Design Report 120' Monopole Site: Arlington Municipal Airport, WA Site Number: WA0103 Prepared for: TOWERCO LLC by: Sabre Towers & Poles TM Job Number: 163511 May 15, 2017 MonopoleProfile.................................................................................. 1 Foundation Design Summary................................................................. 2 PoleCalculations.................................................................................. 3-12 Foundation Calculations........................................................................ 13-20 OFFICE COPY �1�6 N g. y 33429 �Yw Deceived RAL G,�CS ONAL�G �� JUL, 19 2017 I � �: I � — — I � � � ; ,; '�'. s r 3 Designed Appurtenance Loading Elev Description Tx-Line 114 75'1 10"%14" 116 Platform-12'w/Enhanced Support Rail @60°,180°,300' 116 (12)SBNHH-1 D55C 116 (24)9442 AWS RRH (6)7/8" 116 (4)DC64MO-18-BF (4)1/2" tOfi Platform-12'w/Enhanced Support Rail 104 75'1 10"x 14" it- (12)HEX456CW000Ox @ 60-,180-,300- 106 (9)RRUS 32 106 (6)RRUS 11 106 (3)RxxDC-3315,PF48 (3)1 1/4" 96 Platform-12'w/Enhanced Support Rail 94 iv 10"x 14" 96 1194sq_R_EPA @ 60",180°,300- 96 (12)1 5/8" 86 Platform-12'w/Enhanced Support Rail 86 119.4 sq.ft.EPA 86 (12) 15/8" 64-75'1 10"x 14" 060-,180`,300` Load Case Reactions Description Axial(kips) Shear(kips) Moment(ft-k) Deflection(It) Sway(deg) 3s Gusted Wind 37.84 28.68 2811.89 11.2 9.61 3s Gusted Wind 0.9 Dead 28.37 28.50 2744.73 1087 9.31 '& 3s Gusted WindBlce 44 53 328 31669 1.27 1 07 Zil Service Loads 31.5 7.97 777.6 3.16 2.68 Base Plate Dimensions Shape Width Thickness Bog circle Bog oty Bolt Diameter Square 46.25" 2.75" 47" 12 2.25" Anchor Bolt Dimensions < ry Length Diameter Hole Diameter Weight Type Flnish a e4" 2.25" 2.625" 1453.2 A615-75 Galy Notes 1) Antenna Feed Lines Run Inside Pole 2) All dimensions are above ground level,unless otherwise specified. 3) Weights shown are estimates. Final weights may vary. 4) The Monopole was designed for a basic wind speed of 85 mph with 0"of radial ice,and 30 mph with 1/4"of radial ice,in accordance with ANSI/TIA- 222-G,Structure Class II,Exposure Category C,Topographic Category 1. 5) The tower design meets the requirements for an Ultimate Wind Speed of 110 mph(Risk Category ll),in accordance with the 2015 International Building Code. 6) Full Height Step Bolts 7) Tower Rating:100% 10'1 10 5"x 25.5"@ 90°,270° 1 105"%25 5"@ 1110'.360- C N — E E o - m 12 E rn w z m' 0 3 0' 41 Sabre Communications Corporation Job' 163511 Sabre IndustriEs 7101 P.o Box 5eox 658idge Driye Customer: TOWERCO LLC Towers and Poles - Sioux City,IA 51 1 02-06 5 8 Site Name: PM—(712)2566ap0 Arlington Municipal Airport,WA WA0103 F Fax:(712)279 14 Iff—ion epmainaa n sn is me a,k property e150,. Camnemea,io C« ,fi,,—ift—a o-aee Description: 120'Monopole pecrel ac defined by Iowa Code Ch 550 arM s1,N1 ml be reproduced,copied or used in vAwk or pad for any urpose vbalaoever vAlhoul the priw voillen—nl pf Sabre commvmoafons Comormion Date: 5/15/2017 BY: REB Page 1 i No.: 163511 Sabre Industries Date: 5/15/17 Towers and Poles By: REB Customer:TOWERCO LLC Site: Arlington Municipal Airport,WA WA0103 120' Monopole at 85 mph Wind with no ice and 30 mph Wind with 0.25 in. Ice per ANSI/TIA-222-G. Antenna Loading per Page 1 L 5'-6" J Grade Dia. o Notes: 1). Concrete shall have a minimum _ Ne r---_—_—_I _ 28-day compressive strength of -III r IIIIII= 4500 PSI, in accordance with Two (2)#5 ties I I ACI 318-11. within top 5" of I I concrete I I 2). Rebars to conform to ASTM specification I I A615 Grade 60. L-----I I I I I 3). All rebar to have a minimum of 3"concrete I I cover. 4). All exposed concrete corners to be chamfered 3/4". 5). The foundation design is based on the geotechnical report by Adapt Engineering, r-----I Project No. WA13-18592-GEO, dated I I October 14, 2013. I I I I 6). See the geotechnical report for drilled pier installation requirements, if specified. I I 7). The foundation is based on the following factored loads: Moment(kip-ft) =2811.89 ELEVATION VIEW Axial (kips) =37.84 (21.56 Cu.Yds.each) Shear(kips) =28.68 (1 REQUIRED; NOT TO SCALE) Rebar Schedule per Pier Pier (28)#9 vertical rebar w/#5 ties, two within top 5"of pier then 11" C/C , Information contained herein is the sole property of Sabre Towers&Poles,constitutes a trade secret as defined by Iowa Code Ch.550 and shall not be reproduced,copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Towers& Poles. 7101 Southbridge Drive-P.O. Box 658-Sioux City, IA 51 1 02-0658-Phone 712.258.6690-Fax 712.279.0814 Page 2 i 163511 (USA 222-G) - Monopole Spatial Analysis (c)2015 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 web:www.guymast.com Processed under license at: Sabre Towers and Poles on: 15 may 2017 at: 12:15:41 120' Monopole / Arlington Municipal Airport, WA * All pole diameters shown on the following pages are across corners. See profile drawing for widths across flats. POLE GEOMETRY ELEV SECTION No. OUTSIDE THICK RESISTANCES SPLICE ...OVERLAP... w/t NAME SIDE DIAM -NESS ®*Pn ®*Mn TYPE LENGTH RATIO ft in in kip ft-kip ft 119.0 .. . . .. . . .. . . . . .. . . . . . ....... ...... ..... 16.50 0.250 943.2..308.1 A 18 9.7 20.08 0.250 1151.1 460.1 102.5 20.08 0.250 1151.1 460.1 A/B 18 SLIP 3.00 1.81 20.24 0.312 1445.9 579.0 99.5 .. . . .. . . . ... .. . ... 20.24.. . ..0......... ...9 579........ .312 1445 .0 B 18 9.5 30.28 0.312 2174.5 1316.3 53.2 .. . . .. . . . . . . . . . . . . . . . . ........... .......... ........... .......... 30.28 0.312 2174.5 1316.3 B/C 18 SLIP 4.25 1.69 30.59 0.375 2630.8 1602.5 49.0 .... .. .. .... .. 30.59 0.375 2630.8 1602.5 C 18 12.4 41.24 0.375 3491.7 2885.5 0.0 .... .. .. .... . ..... .. ....... .. .. . . . . . . . . .. . . POLE ASSEMBLY SECTION BASE ...... . . .....BOLTS AT BASE OF SECTION........ .... CALC NAME ELEV NUMBER TYPE DIAM STRENGTH THREADS IN BASE SHEAR PLANE ELEV ft in ksi ft A 99.500 0 A325 0.00 92.0 0 99.500 B 49.000 0 A325 0.00 92.0 0 49.000 C 0.000 0 A325 0.00 92.0 0 0.000 POLE SECTIONS SECTION NO.of LENGTH OUTSIDE.DIAMETER THICK- MAT- FLANGE.ID FLANGE.WELD NAME SIDES BOT TOP NESS ERIAL BOT TOP ..GROUP.ID.. * * ID BOT TOP ft in in in A 18 19.50 20.74 16.50 0.250 1 0 0 0 0 B 18 53.50 31.21 19.58 0.312 2 0 0 0 0 C 18 53.25 41.24 29.66 0.375 3 0 0 0 0 * - Diameter of circumscribed circle MATERIAL TYPES -------------- -------------- TYPE OF TYPE NO OF ORIENT HEIGHT WIDTH THICKNESS. IRREGULARITY SHAPE NO ELEM. WEB FLANGE PROJECTION. Page 1 Page 3 R I 163511 OF ORIENT AREA & deg in in in in deg PL 1 1 0.0 20.74 0.25 0.250 0.250 0.00 0.0 PL 2 1 0.0 31.21 0.31 0.312 0.312 0.00 0.0 PL 3 1 0.0 41.24 0.38 0.375 0.375 0.00 0.0 & - with respect to vertical MATERIAL PROPERTIES MATERIAL ELASTIC UNIT STRENGTH .. THERMAL TYPE NO. MODULUS WEIGHT FU Fy COEFFICIENT ksi pcf ksi ksi /deg 1 29000.0 490.0 80.0 65.0 0.00001170 2 29000.0 490.0 80.0 65.0 0.00001170 3 29000.0 490.0 80.0 65.0 0.00001170 * only 3 condition(s) shown in full LOADING CONDITION A 85 mph wind with no ice. wind Azimuth: Oo LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS..... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 115.000 0.00 0.0 0.0 0.0000 0.8170 0.0000 0.0000 C 115.000 0.00 0.0 0.0 6.4760 5.1415 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0000 0.2495 0.0000 0.0000 C 105.000 0.00 0.0 0.0 5.2299 4.7238 0.0000 0.0000 C 95.000 0.00 0.0 0.0 4.6333 2.2200 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0000 1.4227 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.7800 2.1504 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0000 1.2730 0.0000 0.0000 C 85.000 0.00 0.0 0.0 4.5272 2.2200 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.7621 2.1504 0.0000 0.0000 D 119.000 0.00 180.0 0.0 0.0375 0.0538 0.0000 0.0000 D 102.500 0.00 180.0 0.0 0.0419 0.0614 0.0000 0.0000 D 102.500 0.00 180.0 0.0 0.0435 0.1427 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0435 0.1427 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0457 0.0863 0.0000 0.0000 D 84.083 0.00 180.0 0.0 0.0457 0.0863 0.0000 0.0000 D 84.083 0.00 180.0 0.0 0.0507 0.0995 0.0000 0.0000 D 68.667 0.00 180.0 0.0 0.0507 0.0995 0.0000 0.0000 D 68.667 0.00 180.0 0.0 0.0548 0.1127 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0548 0.1127 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0568 0.2638 0.0000 0.0000 D 49.000 0.00 180.0 0.0 0.0568 0.2638 0.0000 0.0000 D 49.000 0.00 180.0 0.0 0.0569 0.1511 0.0000 0.0000 D 36.750 0.00 180.0 0.0 0.0569 0.1511 0.0000 0.0000 D 36.750 0.00 180.0 0.0 0.0575 0.1637 0.0000 0.0000 D 24.500 0.00 180.0 0.0 0.0575 0.1637 0.0000 0.0000 D 24.500 0.00 180.0 0.0 0.0559 0.1763 0.0000 0.0000 D 12.250 0.00 180.0 0.0 0.0559 0.1763 0.0000 0.0000 D 12.250 0.00 180.0 0.0 0.0568 0.1890 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0568 0.1890 0.0000 0.0000 ----------------------------------- LOADING CONDITION M 85 mph wind with no ice. wind Azimuth: Oo Page 2 Page 4 r, 163511 LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... .... ..MOMENTS..... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 115.000 0.00 0.0 0.0 0.0000 0.6127 0.0000 0.0000 C 115.000 0.00 0.0 0.0 6.4760 3.8561 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0000 0.1871 0.0000 0.0000 C 105.000 0.00 0.0 0.0 5.2299 3.5429 0.0000 0.0000 C 95.000 0.00 0.0 0.0 4.6333 1.6650 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0000 1.0670 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.7800 1.6128 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0000 0.9547 0.0000 0.0000 C 85.000 0.00 0.0 0.0 4.5272 1.6650 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.7621 1.6128 0.0000 0.0000 D 119.000 0.00 180.0 0.0 0.0375 0.0404 0.0000 0.0000 D 102.500 0.00 180.0 0.0 0.0419 0.0460 0.0000 0.0000 D 102.500 0.00 180.0 0.0 0.0435 0.1070 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0435 0.1070 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0459 0.0647 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0550 0.0845 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0568 0.1978 0.0000 0.0000 D 49.000 0.00 180.0 0.0 0.0568 0.1978 0.0000 0.0000 D 49.000 0.00 180.0 0.0 0.0568 0.1133 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0567 0.1417 0.0000 0.0000 ------------- LOADING CONDITION Y - 30 mph wind with 0.25 ice. wind Azimuth: Oo LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... .... ..MOMENTS..... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 115.000 0.00 0.0 0.0 0.0000 0.8170 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.6094 6.3419 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0000 0.2495 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.4772 5.6684 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.5614 3.2548 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0000 1.4227 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0809 2.3273 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0000 1.2730 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.5464 3.2435 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0788 2.3254 0.0000 0.0000 D 119.000 0.00 180.0 0.0 0.0057 0.0661 0.0000 0.0000 D 102.500 0.00 180.0 0.0 0.0064 0.0751 0.0000 0.0000 D 102.500 0.00 180.0 0.0 0.0066 0.1570 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0066 0.1570 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0069 0.1015 0.0000 0.0000 D 84.083 0.00 180.0 0.0 0.0069 0.1015 0.0000 0.0000 D 84.083 0.00 180.0 0.0 0.0076 0.1167 0.0000 0.0000 D 68.667 0.00 180.0 0.0 0.0076 0.1167 0.0000 0.0000 D 68.667 0.00 180.0 0.0 0.0082 0.1317 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0082 0.1317 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0084 0.2838 0.0000 0.0000 D 49.000 0.00 180.0 0.0 0.0084 0.2838 0.0000 0.0000 D 49.000 0.00 180.0 0.0 0.0084 0.1715 0.0000 0.0000 D 36.750 0.00 180.0 0.0 0.0084 0.1715 0.0000 0.0000 D 36.750 0.00 180.0 0.0 0.0085 0.1851 0.0000 0.0000 D 24.500 0.00 180.0 0.0 0.0085 0.1851 0.0000 0.0000 D 24.500 0.00 180.0 0.0 0.0082 0.1982 0.0000 0.0000 D 12.250 0.00 180.0 0.0 0.0082 0.1982 0.0000 0.0000 D 12.250 0.00 180.0 0.0 0.0083 0.2101 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0083 0.2101 0.0000 0.0000 ------------------------------------------------------------------------------ Page 3 Page 5 � I ( 163511 (USA 222-G) Monopole Spatial Analysis (c)2015 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com Processed under license at: Sabre Towers and Poles on: 15 may 2017 at: 12:15:41 ------------ 120' Monopole / Arlington Municipal Airport, WA MAXIMUM POLE DEFORMATIONS CALCULATED(W.r.t. Wind direction) ---------------------------------------------------------- ---------------------------------------------------------- MAST ..... .DEFLECTIONS (ft).... .........ROTATIONS (deg)... ELEV .... HORIZONTAL DOWN ..... TILT ... TWIST . ...... ... ....... ft ALONG ACROSS ALONG ACROSS 119.0 11.20A -0.03C 1.41A 9.61A -0.03C -0.01F ............. ... . ............... .... .................................. 113.5 10.30A -0.03C 1.26A 9.60A -0.03C -O.O1F 108.0 9.41A -0.030 1.12A 9.52A -0.030 -0.01F ........... . . . . . . .... ............................................ . . . . . 102.5 8.52A -0.03C 0.97A 9.34A -0.030 -O.O1F 99.5 8.05A -0.02C 0.89A 9.23A -0.03C -0.01F ........... ........ .................. . ........ .. ............. . ....... . 84.1 5.74A -0.020 0.54A 8.21A -0.020 O.00F 68.7 3.77A -0.01C 0.28A 6.69A -0.02C O.00F ... ........ ..................... .... . ............... ........ .. .... ... . 53.2 2.21A -O.O1C 0.13A 4.95A -0.02C O.00F 49.0 1.86A -0.01C 0.10A 4.54A -0.01C O.00F ........... . . . . . . . . . . . . .. . . . . . .. . . .. .. .. .............................. 36.7 1.03A O.000 0.04A 3.32A -0.010 O.00F 24.5 0.45A 0.000 0.01A 2.14A -0.01C O.00F .............................................. .. .. .... .... .... . . . . . . . . 12.2 O.11A O.000 O.00A 1.04A 0.000 O.00F 0.0 O.00A O.00A O.00A O.00A O.00A O.00A ...................................................................... MAXIMUM POLE FORCES CALCULATED(w.r.t. to wind direction) ------------------------------------------------------ MAST TOTAL SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ELEV AXIAL ALONG ACROSS ALONG ACROSS ft kip kip kip ft-kip ft-kip ft-kip 119.0 ... . .... .. .. . .. .. .. .. . ........ ... . .... ...... .. ...... .. .... . ........ 0.01 Q -0.01 Q -0.01 T -0.03 T -0.02 K 0.00 K 7.53 A3 6.70 I -0.01 T -11.60 I 0.02 T 0.01 E 113.5 ..... ..... ... . . . . . .. . . ....... ..... . ........ ......... ...... ........ 7.53 Y 6.71 E 0.02 L -11.64 H 0.04 N 0.01 E 7.92 Y 6.92 E 0.02 L -53.71 I 0.06 U 0.04 O 108.0 .......... ... .. ... ........ ......... ........ ........ 7.92 z 6.95 A 0.02 B -53.74 B 0.06 I 0.04 0 14.24 z 12.41 A 0.02 B -112.14 A -0.15 B 0.07 o 102.5 ................ .. ...... . ...... .. .... ...... .. ...... ........ 14.24 z 12.46 N -0.09 C -112.32 A -0.20 B 0.07 0 14.71 z 12.58 N -0.09 C -154.23 A 0.31 C 0.10 0 99.5 . . ............. .... .. ... ........ .......... ........ .... .... 14.71 AC 12.56 A -0.08 F -154.31 A -0.34 B 0.10 0 30.13 AC 23.96 A -0.08 F -451.26 A -1.57 B -0.31 F 84.1 .... .. . . .. . . ............... .......... ... ..... .. ....................... Page 4 Page 6 163511 30.13 AB 24.01 A -0.08 I -451.26 A -1.57 B -0.30 F 31.93 AB 24.78 A -0.08 1 -872.04 A 2.47 I -0.55 F 68.7 .. . . .. .. .. .. .. .... . .......... ......... .. ...... ........ ........ ...... .. 31.93 AB 24.78 A -0.07 Q -872.04 A 2.47 I -0.55 F 33.96 AS 25.62 A -0.07 Q -1299.07 A E 51 I -0.71 F 53.2 .. . . . . . . . .... 33.96 AS 25.63 A -0.08 C -1299.11 A 3.51 I 3526 AS 25.87 A -0.08 C -1417.91 A 3.82 I -0.74 F 49.0 . .. . . . . . . . ..... 35.16 AS 25.88 A -0.10 C -1417.86 A 3.82 C -0.74 F 37.26 AS 26.57 A -0.10 C -1762.89 A 5.08 C -0.81 F 36.7 37.26 AS 26.59 A -0.13 C -1762.89 A 5.08 C -0.81 F 39.53 AS 27.30 A -0.13 C -2110.94 A 6.66 C -0.87 F 24.5 39.53 AB 27.30 A -0.12 C -2110.94 A 6.66 C......0.87 F 41.96 AB 27.98 A -0.12 C -2460.85 A 8.15 C -0.90 F 12.2 .... ..... . ......... ....... ..... ..... . ........ ...... 41.96 AB 27.98 A -0.12 C -2460.86 A 8.15 C -0.90 F 44.53 AS 28.68 A -0.12 C -2811.89 A 9.63 C -0.91 F -------------------------------------------------------------------------------- base reaction 44.53 AS -28.68 A 0.12 c 2811.89 A -9.63 c 0.91 F -------------------------------------------------------------------------------- COMPLIANCE WITH 4.8.2 & 4.5.4 ----------------------------- ----------------------------- ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(W/t) MAX TORSIONAL ALLOWED ft 119.00 . . . . . . .. .. .. . . .. . . . . . .. . . . . . ... 0.000 O.00T 0.000 O.00T YES 9.70A 45.2 0.01A] 0.031 0.011 0.041 YES 10.53A 45.2 113.50 . . . . . . . .. . . . . .. ... . .. ... 0.01Y 0.03H 0.01E 0.04H YES 10.53A 45.2 0.01Y 0.131 0.01E 0.141 YES 11.36A 45.2 108.00 . . . O.Olz 0.136 O.OlA 0.146 YE5 11.36A 45.2 0.01Z 0.24A 0.02A 0.25A YES 12.19A 45.2 102.50 . . . . . . . . . . . . . . .. ..... 0.01Z 0.20A 0.02N 0.21A YES 9.40A 45.2 0.01Z 0.25A 0.02N 0.26A YES 9.76A 45.2 99.50 ... . . . . . . . . . .. . . .. . ...... 0.01AC 0.27A 0.02A 0.28A YES 9.48A 45.2 0.02AC 0.57A 0.03A 0.59A YES 11.34A 45.2 84.08 . . . . . . . . .. . . .. . . .. .. . 0.02AB 0.57A 0.03A 0.59A YES 11.34A 45.2 0.02AB 0.84A 0.03A 0.85A YES 13.21A 45.2 68.67 . . . .. 2 ..4. ... 3 . . .. . .. . . . .. ........ .. 0.02A6 0.84A 0.03A 0.85A YES 13.21A 45.2 0.02AB 0.99A 0.02A 1.00A YES 15.07A 45.2 53.25 ... . . .. .. 0.01AB 0.83A 0.02A 0.84A YES 12.26A 45.2 0.01AB 0.85A 0.02A 0.86A YES 12.69A 45.2 49.00 . .. .. .. .. .. . ... .. .......... ...... ....... ....... . ... ........ ..... 0.01AB 0.89A 0.02A 0.90A YES 12.40A 45.2 0.01AB 0.93A 0.02E 0.94A YES 13.63A 45.2 36.75 . .. .. ... .. . ... .. .. .. ........... .. ..... ....... ....... .... . ........ ..... O.OlA6 0.93A 0.02A 0.94A YES 13.63A 45.2 Page 5 Page 7 I 163511 0.01AB 0.95A 0.02A 0.96A YES 14.86A 45.2 24.50 . . . .. . .. . .. .. . . . . . . O.OlA6 0.95A 0.02A 0.96A YES 14.86A 45.2 0.01AB 0.96A 0.02A 0.97A YES 16.10A 45.2 12.25 . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . .. .. ..... . . . . ......... O.OlA6 0.96A 0.02A 0.97A YES 16.10A 45.2 0.01AB 0.97A 0.02A 0.99A YES 17.33A 45.2 0.00 ..... ....................... ................ ...... . . . .. . .. . . . . .. .. . .. . MAXIMUM LOADS ONTO FOUNDATION(w.r.t. wind direction) ------------------------------- DOWN SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ALONG ACROSS ALONG ACROSS kip kip kip ft-kip ft-kip ft-kip 44.53 28.68 -0.12 -2811.89 9.63 -0.91 AB A C A C F (USA 222-G) - Monopole Spatial Analysis (c)2015 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 web:www.guymast.com Processed under license at: Sabre Towers and Poles on: 15 may 2017 at: 12:15:48 120' Monopole / Arlington Municipal Airport, WA F FirFFFFFFFFFFFFFFFFF FirFFFFFFFFFFFFFFFFFFFFFFFFFitFFFFFFFFFFFFFFFFFFFFetFFFFFFFF Fir F FFFFFFFFFFFFFFFFFFFYrF FFirF service Load Condition FFFitF irFFFirFi<FFFFFFFFFFFFFirF F FirF irFFFFvkFFFFFFFFir FirFFFFFFFFFFFFFFFir FYrF Fi<F irFFFFFFFFFFFieF F>kFFFFirFFFF FirFFFFrtFFFF F only 1 condition(s) shown in full LOADING CONDITION A ------_-----------------_____�_____�=�_��r=�= 60 mph wind with no ice. wind Azimuth: 0® LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS..... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 115.000 0.00 0.0 0.0 0.0000 0.6808 0.0000 0.0000 C 115.000 0.00 0.0 0.0 1.8071 4.2846 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0000 0.2079 0.0000 0.0000 C 105.000 0.00 0.0 0.0 1.4573 3.9365 0.0000 0.0000 C 95.000 0.00 0.0 0.0 1.2910 1.8500 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0000 1.1856 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.2173 1.7920 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0000 1.0608 0.0000 0.0000 C 85.000 0.00 0.0 0.0 1.2615 1.8500 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.2124 1.7920 0.0000 0.0000 D 119.000 0.00 180.0 0.0 0.0104 0.0449 0.0000 0.0000 D 102.500 0.00 180.0 0.0 0.0117 0.0511 0.0000 0.0000 D 102.500 0.00 180.0 0.0 0.0121 0.1189 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0121 0.1189 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0127 0.0719 0.0000 0.0000 D 84.083 0.00 180.0 0.0 0.0127 0.0719 0.0000 0.0000 D 84.083 0.00 180.0 0.0 0.0141 0.0829 0.0000 0.0000 D 68.667 0.00 180.0 0.0 0.0141 0.0829 0.0000 0.0000 Page 6 Page 8 163511 D 68.667 0.00 180.0 0.0 0.0153 0.0939 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0153 0.0939 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0158 0.2198 0.0000 0.0000 D 49.000 0.00 180.0 0.0 0.0158 0.2198 0.0000 0.0000 D 49.000 0.00 180.0 0.0 0.0158 0.1259 0.0000 0.0000 D 36.750 0.00 180.0 0.0 0.0158 0.1259 0.0000 0.0000 D 36.750 0.00 180.0 0.0 0.0160 0.1364 0.0000 0.0000 D 24.500 0.00 180.0 0.0 0.0160 0.1364 0.0000 0.0000 D 24.500 0.00 180.0 0.0 0.0156 0.1470 0.0000 0.0000 D 12.250 0.00 180.0 0.0 0.0156 0.1470 0.0000 0.0000 D 12.250 0.00 180.0 0.0 0.0158 0.1575 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0158 0.1575 0.0000 0.0000 - ------------------------------------------------------------------------------- MAXIMUM POLE DEFORMATIONS CALCULATED(w.r.t. wind direction) ---------------------------------------------------------- --------------------------------------------------------- MAST .... ...DEFLECTIONS (ft)......... .........ROTATIONS (deg). . . . . . . . . ELEV .... . HORIZONTAL ...... DOWN ........ TILT .. . . . . . . .. TWIST ft ALONG ACROSS ALONG ACROSS 119.0 3.161 -0.01F 0.11F 2.68C -0.01F 0.00E ..... ....... . .. . . . ...... .. .. ...... . . . . .. . ...... . . . . . . ....... . . . . ...... 113.5 2.901 -O.O1F O.lOF 2.67C -O.O1F 0.00E 108.0 2.651 -0.01F 0.09E 2.65C -0.01F O.00B ..... ........ .. . . ....... . . .. ...... . . . . . . . ...... . . ... . ....... . . . . ...... 102.5 2.401 -O.O1F O.O8F 2.60C -O.O1F O.00B 99.5 2.261 -0.01F 0.07F 2.57C -0.01F O.00B ..... ...... . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . .. . . . . . . . . .. 84.1 1.611 -O.O1F 0.04E 2.281 -0.01F 0.00E 68.7 1.05E O.00F 0.02E 1.851 -0.01F O.00B . .... ...... ......................................... . ....... .. ........ 53.2 0.616 O.00F O.O1F 1.371 O.00F 0.00E 49.0 0.52B O.00F 0.01F 1.266 O.00F 0.00B 36.7 . ..... O ... 8B..... ......O.O..FO.......00F........ .....0.926...... . . . . . ..O.00F..... . . . .0.006.... . , 0.2 . 24.5 0.12B O.00F O.00F 0.59E O.00F O.00B ........... ................................. .... . . . . . ....... . . . . .... .. 12.2 0.038 O.00F O.00C 0.29B O.00F 0.00E 0.0 O.00A O.00A O.00A O.00A O.00A O.00A ........................................................ ..... . .. ... . .. MAXIMUM POLE FORCES CALCULATED(w.r.t. to wind direction) MAST TOTAL SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ELEV AXIAL ALONG ACROSS ALONG ACROSS ft kip kip kip ft-kip ft-kip ft-kip 119.0 .... ........ .. . . . . .. ...... 0.00 K 0.00 C 0.00 B 0.01 K 0.00 B 0.00 B 5.22 B 1.87 C 0.00 B -3.25 C 0.00 L 0.00 B 113.5 ... . .... .. ...... ......... ... . ........ .... .. ...... ...... .. .... 5.22 A 1.87 F 0.00 L -3.25 A 0.00 E 0.00 E 5.48 A 1.93 F 0.00 L -15.03 D -0.02 L 0.00 B 108.0 ..... ..... .. . . . .. ....... .... ...... ........ ...... . .. .. ...... .. ... . .. 5.48 C 1.94 K -0.01 F -15.03 D 0.02 K 0.00 B 9.90 C 3.46 K -0.01 F -31.32 K 0.08 F 0.00 F 102.5 .... ............ ........ ... .. .. ......... ...... . . ....00. ..F.. 9.91 C 3.48 E -.0.02 E -31.38 D 0.06 F 0 10.27 C 3.52 E -0.02 E -43.09 C 0.13 F -0.01 F 99.5 .... . ... ... . . .. . . . . . . 10.27 C 3.50 C -0.02 C -43.08 K 0.11 F -0.01 F 20.91 C 6.68 C -0.02 C -125.80 C 0.40 F 0.02 B 84.1 . . . . . . . . .. . . .. . . . . .. .. .. ... . . .. . . . . . . .. ... . .. . . . . . . . . . . . . . . .... ...... . Page 7 Page 9 i � - �� 163511 20.90 c 6.67 1 -0.02 F -125.80 C 0.39 F 0.02 B 22.18 C 6.89 I -0.02 F -241.95 1 0.65 F 0.04 B 68.7 . .. . ............... 22.18 C 6.89 B -0.02 F -241.95 I 0.65 F 0.04 B 23.63 C 7.13 B -0.02 F -359.80 I 1.01 F 0.06 B 53.2 23.63 I 7.14 B -0.03 F -359.81 I 1.00 F 0.06 B 24.56 I 7.21 B -0.03 F -392.54 1 1.12 F 0.06 B 49.0 ....... ....... . .... .... ........ ........ . . . . . . . 24.56 c 7.19 B -0.03 F -392.55 1 1.11 F 0.06 B 26.10 C 7.39 B -0.03 F -487.59 I 1.50 F 0.07 B 36.7 . .. . ......... -i9 . . 3 F. . . .. ... ... .. ...... .... .... 26.10 I 7.39 B -0.03 F -487.59 I 1.50 F 0.07 B 27.77 I 7.58 B -0.03 F -583.54 B 1.87 F 0.08 B 24.5 .. .... .. . . .. . . ... .... ...... ........ .... .... 27.77 I. 7.58 B -0.03 F -583.54 B 1.87 F 0.08 B 29.57 I 7.77 B -0.03 F -680.26 B 2.28 F 0.08 B 12.2 ....... ...... . . ...... .......... .... ... ....... 29.57 I 7.77 B -0.03 F -680.26 B 2.28 F 0.08 B 31.50 1 7.97 B -0.03 F -777.60 B 2.68 F 0.09 B --------------------------------------------------------- base reaction 31.50 1 -7.97 B 0.03 F 777.60 B -2.68 F -0.09 B -------------------------------------------------------------------------------- COMPLIANCE WITH 4.8.2 & 4.5.4 ----------------------------- ----------------------------- ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(W/t) MAX TORSIONAL ALLOWED ft 119.00 . . . . . . . . . . . . . . . ..... . . .. . .... .. . . . . O.00K O.00K 0.000 O.00K YES 9.70A 45.2 0.01E 0.01C 0.000 0.01C YES 10.53A 45.2 113.50 . . . . . . . . . . . . . ... . .. .. 0.01A 0.01A O.00F 0.01A YES 10.53A 45.2 0.01A 0.04D O.00F 0.04D YES 11.36A 45.2 108.00 . . . . . . . . . . . . . . . . ... .. .. . . . . . . 0.010 0.04D O.00K 0.04D YES 11.36A 45.2 0.01C 0.07K 0.01K 0.08K YES 12.19A 45.2 102.50 . .. . . . . . . . . . . . ... .. ... 0.01C 0.06D 0.00E 0.06D YES 9.40A 45.2 0.01C 0.07C 0.00E 0.080 YES 9.76A 45.2 0.01C 0.07K 0.000 0.08C YES 9.48A 45.2 0.01C 0.16C 0.01C 0.17C YES 11.34A 45.2 84.08 . . . ... ... .. .. ..... O.O1C 0.16c O.OlI 0.17C YES 11.34A 45.2 0.01C 0.231 0.011 0.241 YES 13.21A 45.2 68.67 . .. ... ... ... 0.01C 0.231 0.01B 0.241 YES 13.21A 45.2 0.01C 0.271 0.01B 0.281 YES 15.07A 45.2 53.25 ... O.OlI 0.231 0.01B 0.241 YES 12.26A 45.2 0.011 0.241 0.01B 0.241 YES 12.69A 45.2 49.00 . . . . . . ....... . ...... ....... .... ....... ... O.O1C. 0.251 0.016 0.251 YES 12.40A 45.2 0.01C 0.261 0.01E 0.271 YES 13.63A 45.2 36.75 . . . . . . ... ... .. .. . . .. .. . 4 ...... . ...... ....... ....... ..... ........ .. O.OlI 0.261 0.01B 0.271 YES 13.63A 5..2 Page 8 Page 10 I I I 163511 0.01I 0.26B O.00B 0.27B YES 14.86A 45.2 24.50 . . . . . . . . . ... . ... .. .. O.OlI 0.266 0.006 0.276 YES 14.86A 45.2 0.01I 0.27B 0.00E 0.27E YES 16.10A 45.2 12.25 . . . . .. .. . ... .... .. ...... ..... .. . . . . . ... .. .. ... .. .. ..... .. .. . . .. .. .. O.OlI 0.276 0.006 0.276 YES 16.10A 45.2 0.01I 0.27E 0.00E 0.28E YES 17.33A 45.2 0.00 ............................................. . .... .. .. .. . . . . . . . . . . . . . . MAXIMUM LOADS ONTO FOUNDATION(w.r.t. wind direction) DOWN SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ALONG ACROSS ALONG ACROSS kip kip kip ft-kip ft-kip ft-kip 31.50 7.97 -0.03 -777.60 2.68 0.09 I B F B F B Page 9 Page 11 i Sabre Industries- SOM 163511 Towers and Poles Site Name: Arlington Municipal Airport, WA Date: 5/15/2017 Square Base Plate and Anchor Rods per ANSUTIA 222-G Pole Data Diameter: 40.610 in (flat to flat) Thickness: 0.375 in Yield (Fy): 65 ksi #of Sides: 18 „o„IF Round Strength (Fu): 80 ksi Reactions Moment, Mu: 2811.89 ft-kips Axial, Pu: 37.84 kips Shear, Vu: 28.68 kips Anchor Rod Data Anchor Rod Results Quantity: 12 (multiple of 4) Diameter: 2.25 in Maximum Rod (Pu+ Vu/q): 247.2 Kips Rod Material: A615 Allowable (D*Rnt: 260.0 Kips (per 4.9.9) Strength (Fu): 100 ksi Anchor Rod Interaction Ratio: 95.1% Pass Yield (Fy): 75 ksi BC Diam. (in): 47 BC Override: Rod Spacing: 6 in Base Plate Results Plate Data Base Plate (Mu/Z): 40.8 ksi Width (in): 46.25 Width Override: Allowable O*Fy: 45 ksi (per AISC) Thickness: 2.75 in Base Plate Interaction Ratio: 90.8% Pass Yield (Fy) 50 ksi Eff. Width: 24.80 in Corner Clip 9.00 in Drain Hole: 2.625 in. diameter Drain Location: 18 in. center of pole to center of drain hole Center Hole: 28 in. diameter Page 12 i 163511 ---------------------------------------------- LPile for windows, version 2015-08.007 Analysis of Individual Piles and Drilled shafts subjected to Lateral Loading using the p-y Method © 1985-2015 by Ensoft, Inc. All Rights Reserved --------------- This copy of LPile is being used by: rebeacom sabre serial Number of security Device: 160777296 This copy of LPile is licensed for exclusive use by: sabre Communications Corporation use of this program by any entity other than sabre Communications Corporation is a violation of the software license agreement. -------------------------------------------------------------------------------- Files used for Analysis -------------------------------------------------------------------------------- Path to file locations: \Progra-2\Ensoft\Lpile2015\ Name of input data file: 163511.1p8d Name of output report file: 163511.1p8o Name of plot output file: 163511.1p8p Name of runtime message file: 163511.lp8r -------------------------------------------------------------------------------- Date and Time of Analysis ------------------------------------------------------------------------------ Date: May 15, 2017 Time: 15:26:18 -------------------------------------------------------------------------------- Problem Title -------------------------------------------------------------------------------- 120' Monopole TOwERCO LLC Arlington Municipal Airport, WA (163511) 5-15-17 REB Job Number: client: Engineer: Description: -------------------------------------------------------------------------------- Program Options and settings -------------------------------------------------------------------------------- Page 1 Page 13 i I 163511 computational options: - use unfactored loads in computations (conventional analysis) Engineering Units used for Data Input and Computations: - US Customary system units (pounds, feet, inches) Analysis Control options: - Maximum number of iterations allowed = 300 - Deflection tolerance for convergence = 1.0000E-05 in - Maximum allowable deflection 100.0000 in - Number of pile increments = 100 Loading Ty a and Number of Cycles of Loading: - static loading specified - use of p-y modification factors for p-y curves not selected - No distributed lateral loads are entered - Loading by lateral soil movements acting on pile not selected - Input of shear resistance at the pile tip not selected - Computation of pile-head foundation stiffness matrix not selected - Push-over analysis of pile not selected - Buckling analysis of pile not selected Output Options: - output files use decimal points to denote decimal symbols. - Report only summary tables of pile-head deflection, maximum bending moment, and maximum shear force in output report file. - No p-y curves to be computed and reported for user-specified depths - Print using wide report formats -------------------------------------------------------------------------------- Pile structural Properties and Geometry -------------------------------------------------------------------------------- Number of pile sections defined = 1 Total length of pile = 24.500 ft Depth of ground surface below top of pile = 0.5000 ft Pile diameters used for p-y curve computations are defined using 2 points. p-y curves are computed using pile diameter values interpolated with depth over the length of the pile. A summary of values of pile diameter vs. depth follows. Depth Below Pile Point Pile Head Diameter No. feet inches 1 �0.000 66.0000 2 24.500 66.0000 Input Structural Properties for Pile Sections: ---------------------------------------------- Pile section No. 1: section 1 is a round drilled shaft, bored pile, or CIDH pile Length of section = 24.500000 ft Shaft Diameter = 66.000000 in shear capacity of section = 0.0000 lbs -------------------------------------------------------------------------------- Ground slope and Pile Batter Angles -------------------------------------------------------------------------------- Ground slope Angle = 0.000 degrees 0.000 radians Pile Batter Angle = 0.000 degrees 0.000 radians -------------------------------------------------------------------------------- Page 2 Page 14 163511 soil and Rock Layering information -------------------------------------------------------------------------------- The soil profile is modelled using 5 layers Layer 1 is soft clay, p-y criteria by Matlock, 1970 Distance from top of pile to top of layer = 0.500000 ft Distance from top of pile to bottom of layer 2.500000 ft Effective unit weight at top of layer = 110.073600 pcf Effective unit weight at bottom of layer = 110.073600 pcf undrained cohesion at top of layer = 14.400000 psf undrained cohesion at bottom of layer = 14.400000 psf Epsilon-50 at top of layer = 0.100000 Epsilon-50 at bottom of layer = 0.100000 Layer 2 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 2.500000 ft Distance from top of pile to bottom of layer = 10.500000 ft Effective unit weight at top of layer = 110.073600 pcf Effective unit weight at bottom of layer = 110.073600 pcf Friction angle at top of layer- = 30.000000 deg. Friction angle at bottom of layer - 30.000000 deg. subgrade k at top of layer = 25.700000 pci subgrade k at bottom of layer = 25.700000 pci Layer 3 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 10.500000 ft Distance from top of pile to bottom of layer = 12.500000 ft Effective unit weight at top of layer = 110.073600 pcf Effective unit weight at bottom of layer = 110.073600 pcf Friction angle at top of layer = 30.000000 deg. Friction angle at bottom of layer = 30.000000 deg. subgrade k at top of layer = 15.700000 pci subgrade k at bottom of layer = 15.700000 pci Layer 4 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 12.500000 ft Distance from top of pile to bottom of layer = 15.500000 ft Effective unit weight at top of layer = 47.520000 pcf Effective unit weight at bottom of layer = 47.520000 pcf Friction angle at top of layer = 30.000000 deg. Friction angle at bottom of layer = 30.000000 deg. subgrade k at top of layer = 19.300000 pci subgrade k at bottom of layer = 19.300000 pci Layer 5 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 15.500000 ft Distance from top of pile to bottorn of layer = 37.000000 ft Effective unit weight at top of layer- = 47.520000 pcf Effective unit weight at bottom of layer = 47.520000 pcf Friction angle at top of layer- 30.000000 deg. Friction angle at bottom of layer = 30.000000 deg. subgrade k at top of layer = 83.600000 pci subgrade k at bottom of layer = 83.600000 pci (Depth of the lowest soil layer extends 12.500 ft below the pile tip) -------------------------------------------------------------------------------- Summary of Input Soil Properties -------------------------------------------------------------------------------- Layer Soil Type Layer Effective undrained angle of E50 Layer Name Depth Unit Wt. cohesion Friction or kpy Num. (p-y curve Type) ft pcf psf deg. krm pci Page 3 Page 15 1 L� ■ I 163511 1 soft 0.5000 110.0736 14.4000 -- 0.10000 -- Clay 2.5000 110.0736 14.4000 -- 0.10000 -- 2 sand 2.5000 110.0736 -- 30.0000 -- 25.7000 (Reese, et al.) 10.5000 110.0736 -- 30.0000 -- 25.7000 3 sand 10.5000 110.0736 -- 30.0000 -- 15.7000 (Reese, et al.) 12.5000 110.0736 -- 30.0000 -- 15.7000 4 sand 12.5000 47.5200 -- 30.0000 -- 19.3000 (Reese, et al.) 15.5000 47.5200 -- 30.0000 -- 19.3000 5 sand 15.5000 47.5200 -- 30.0000 -- 83.6000 (Reese, et al.) 37.0000 47.5200 -- 30.0000 -- 83.6000 -------------------------------------------------------------------------------- static Loading Type -------------------------------------------------------------------------------- static loading criteria were used when computing p-y curves for all analyses. --------------------------------------------------------------------------------- Pile-head Loading and Pile-head Fixity Conditions -------------------------------------------------------------------------------- Number of loads specified = 2 Load Load condition Condition Axial Thrust Compute Top y No. Type 1 2 Force, lbs vs. Pile Length ----- ---- -------------------- ----------------------- ---------------- --------------- 1 1 v = 38240. lbs M = 44990240. in-lbs 50453. No 2 1 V = 7970. lbs M = 9331200. in-lbs 31500. No V = shear force applied normal to pile axis M = bending moment applied to pile head y = lateral deflection normal to pile axis 5 = pile slope relative to original pile batter angle R = rotational stiffness applied to pile head values of top y vs. pile lengths can be computed only for load types with specified shear loading (Load Types 1, 2, and 3). Thrust force is assumed to be acting axially for all pile batter angles. -------------------------------------------------------------------------------- Computations of Nominal Moment Capacity and Nonlinear Bending stiffness -------------------------------------------------------------------------------- Axial thrust force values were determined from pile-head loading conditions Number of Pile sections Analyzed = 1 Pile section No. 1: ------------------- Dimensions and Properties of Drilled shaft (Bored Pile): -------------------------------------------------------- Length of section = 24.500000 ft shaft Diameter = 66.000000 in concrete cover Thickness = 3.624810 in Number of Reinforcing Bars = 28 bars Yield stress of Reinforcing Bars - 60000. psi Modulus of Elasticity of Reinforcing Bars = 29000000. psi Gross Area of shaft = 3421. sq. in. Total Area of Reinforcing steel = 28.000000 sq. in. Area Ratio of steel Reinforcement = 0.82 percent Edge-to-Edge Bar spacing = 5.323659 in Page 4 Page 16 I r: 163511 Maximum Concrete Aggregate Size - 0.750000 in Ratio of Bar spacing to Aggregate Size = 7.10 offset of Center of Rebar cage from center of Pile = 0.0000 in Axial Structural Capacities: ---------------------------- Nom. Axial Structural capacity = 0.85 Fc Ac + Fy As = 14658.969 kips Tensile Load for Cracking of concrete = -1587.598 kips Nominal Axial Tensile Capacity = -1680.000 kips Reinforcing Bar Dimensions and Positions used in Computations: Bar Bar Diam. Bar Area x Y Number inches sq. in. inches inches - ---------- ---------- ---------- ---------- 1 1.128000 1.000000 28.811190 0.00000 2 1.128000 1.000000 28.088833 6.411093 3 1.128000 1.000000 25.957985 12.500707 4 1.128000 1.000000 22.525495 17.963483 5 1.128000 1.000000 17.963483 22.525495 6 1.128000 1.000000 12.500707 25.957985 7 1.128000 1.000000 6.411093 28.088833 8 1.128000 1.000000 0.00000 28.811190 9 1.128000 1.000000 -6.411093 28.088833 10 1.128000 1.000000 -12.500707 25.957985 11 1.128000 1.000000 -17.963483 22.525495 12 1.128000 1.000000 -22.525495 17.963483 13 1.128000 1.000000 -25.957985 12.500707 14 1.128000 1.000000 -28.088833 6.411093 15 1.128000 1.000000 -28.811190 0.00000 16 1.128000 1.000000 -28.088833 -6.411093 17 1.128000 1.000000 -25,957985 -12.500707 18 1.128000 1.000000 -22.525495 -17.963483 19 1.128000 1.000000 -17.963483 -22.525495 20 1.128000 1.000000 -12.500707 -25.957985 21 1.128000 1.000000 -6.411093 -28.088833 22 1.128000 1.000000 0.00000 -28.811190 23 1.128000 1.000000 6.411093 -28.088833 24 1.128000 1.000000 12.500707 -25.957985 25 1.128000 1.000000 17.963483 -22.525495 26 1.128000 1.000000 22.525495 -17.963483 27 1.128000 1.000000 25.957985 -12.500707 28 1.128000 1.000000 28.088833 -6.411093 NOTE: The positions of the above rebars were computed by LPile Minimum spacing between any two bars not equal to zero = 5.324 inches between bars 10 and 11. Ratio of bar spacing to maximum aggregate size = 7.10 Concrete Properties: ---------------------- Compressive strength of concrete = 4500. psi Modulus of Elasticity of Concrete = 3823676. psi Modulus of Rupture of Concrete = -503.115295 psi compression strain at Peak stress = 0.002001 Tensile strain at Fracture of concrete = -0.0001152 Maximum Coarse Aggregate size = 0.750000 in Number of Axial Thrust Force values Determined from Pile-head Loadings = 2 Number Axial Thrust Force kips ------ ------------------ 1 31.500 2 50.453 -------------------------------------------------------------------------------- summary of Results for Nominal (unfactored) Moment Capacity for section 1 -------------------------------------------------------------------------------- Page 5 Page 17 r, 163511 Moment values interpolated at maximum compressive strain = 0.003 or maximum developed moment if pile fails at smaller strains. Load Axial Thrust Nominal Mom. Cap. Max. comp. No. kips in-kip Strain ---- ---------------- ------------------ ------------ 1 31.500 46539.147 0.00300000 2 50.453 46989.347 0.00300000 Note that the values of moment capacity in the table above are not factored by a strength reduction factor (phi-factor). In ACi 318, the value of the strength reduction factor depends on whether the transverse reinforcing steel bars are tied hoops (0.65) or spirals (0.70). The above values should be multiplied by the appropriate strength reduction factor to compute ultimate moment capacity according to ACI 318, Section 9.3.2.2 or the value required by the design standard being followed. The following table presents factored moment capacities and corresponding bending stiffnesses computed for common resistance factor values used for reinforced concrete sections. Axial Resist. Nominal Ult. (Fac) Ult. (Fac) Bend. stiff. Load Factor Moment cap Ax. Thrust Moment Cap at Ult Mom No. for Moment in-kips kips in-kips kip-inA2 ----- ------------ ------------ ------------ ------------ ------------ 1 0.65 46539. 20.475000 30250. 736896995. 2 0.65 46989. 32.794667 30543. 745008121. 1 0.70 46539. 22.050000 32577. 734451772. 2 0.70 46989. 35.317333 32893. 741934139. 1 0.75 46539. 23.625000 34904. 712281464. 2 0.75 46989. 37.840000 35242. 720354053. ------- -------------------------- ------------------- Layering Correction Equivalent Depths of soil & Rock Layers -------------------------------------------------------------------------------- Top of Equivalent Layer Top Depth same Layer Layer is FO F1 Layer Below Below Type As Rock or Integral Integral No. Pile Head Grnd surf Layer is Below for Layer for Layer ft ft Above Rock Layer lbs lbs ----- ---------- ---------- ---------- ---------- ---------- ---------- 1 0.5000 0.00 N.A. No 0.00 1241. 2 2.5000 0.7204 No No 1241. 272066. 3 10.5000 8.7204 Yes No 273307. 127565. 4 12.5000 10.7204 Yes No 400873. 214380. 5 15.5000 13.7204 Yes No 615253. N.A. Notes: The FO integral of Layer n+1 equals the sum of the FO and F1 integrals for Layer n. Layering correction equivalent depths are computed only for soil types with both shallow-depth and deep-depth expressions for peak lateral load transfer. These soil types are soft and stiff clays, non-liquefied sands, and cemented c-phi soil. ------------------------------------------------------------------------------- summary of Pile-head Responses for conventional Analyses -------------------------------------------------------------------------------- Definitions of Pile-head Loading conditions: Load Type 1: Load 1 = shear, v, lbs, and Load 2 = Moment, M, in-lbs Load Type 2: Load 1 = shear, v, lbs, and Load 2 = slope, S, radians Load Type 3: Load 1 = shear, v, lbs, and Load 2 = Rot. stiffness, R, in-lbs/rad. Load Type 4: Load 1 = Top Deflection, y, inches, and Load 2 = Moment, M, in-lbs Load Type 5: Load 1 = Top Deflection, y, inches, and Load 2 = slope, S, radians Load Load Load Axial Pile-head Pile-head Max shear Max Moment Case Type Pile-head Type Pile-head Loading Deflection Rotation in Pile in Pile No. 1 Load 1 2 Load 2 lbs inches radians lbs in-lbs ---- ----- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- Page 6 Page 18 i 163511 1 v, lb 38240. M, in-lb 4.50E+07 50453. 5.0710 -0.04184 -345019. 4.69E+07 2 v, lb 7970. M, in-lb 9331200. 31500. 0.4454 -0.00224 -72861. 9678907. Maximum pile-head deflection = 5.0710000986 inches Maximum pile-head rotation = -0.0418388589 radians = -2.397190 deg. This analysis ended normally Y Page 7 Page 19 r • A 1805.7.2.1 (2006 IBC) & 1807.3.2.1 (2009 IBC &2012 IBC) d =A/2*(1+(1+(4.36*h/A))^0.5) Monopole Moment(ft-k) 2811.89 Shear(k) 28.7 Caisson Diameter, b (ft) 5.5 Caisson Height Above Ground (ft) 0.5 Caisson Height Below Ground (ft) 24 Lateral soil pressure per foot(lb/ft) 381 Applied lateral force, P (lbs) 28680 Dist. from ground to application of P, h (ft) 98.54 A=2.34"P/(S1*b) 4.00 Min. Depth of Embedment Required, d (ft) 22.83 Page 20 • - ��. I a Ccivil&structural ENGINEERING engineering&planning I STRUCTURAL CALCULATIONS SEA Skydive Equipment Skid & Utility Rack Foundations 19004 Smokey PT BLVD Arlington, WA 98223 OFFICE COPY v�w j ' x o AL'° SIWAL 710712017 250 4'h Ave S Ste 200 Received Edmonds,WA98020 IUL_ 19 2017 Phone:(425)778-8500 Fax:(425)778-5536 CG Project No.: 17015.213 Project Location 19004 Smokey Pt BLVD Arlington,WA 98223 Proiect Description A new pre-engineered equipment skid and utility rack will be installed as part of a new unmanned telecommunications facility at an existing tower site.CG Engineering is to provide structural design of the concrete foundations for these two structures, including design of the utility rack. Design of the equipment skid will be completed by others. Scope of Work Provide structural calculations in accordance with current building code. Basis of Design Equipment Skid Dead Load 14259 Ibs(including equipment) Equipment Skid Live Load 40 psf Equipment Skid Snow Load 25 psf P1000 Max Allowable Load 680 Ibs Wind Parameters 110 MPH Wind Speed,3-Sec Gust Exposure Category B 1,=1.0(Non-Essential Facility) Mean Height=10'Above Grade Elevation Seismic Parameters V=Wp*[Sds/(R/le)]=.770/(6.5/1)=Cs*Wp Sds=.770 le=1.0(Non-Essential Facility) Wp=Seismic Dead Weight of Stucture Description By Date JAC 7/5/201' Checked Date Project Summary ENGINEERING Scale NTS Sheet No. 250 4th Ave South project Job No. Suite 200 SEA Skydive 17015.21; Edmonds,WA 98020 2/22/2017 Design Maps Summary Report USGS Design Maps Summary Report User-Specified Input Report Title SEA Skydive Wed February 22,2017 18:48:18 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.169070N, 122.18722°W Site Soil Classification Site Class D —"Stiff Soil" Risk Category I/II/III I Stanwood. EDE PORT, - Sn;CLJ` �tfSH SlJ A.h!, R�sER 11" ,. i �ti�' Arlin' to*;. � � �• :amano 4I } "Warm Beach , I xR61.NGTON MUNI A0,0ORT _S j i;0 TULAL LP RESERVAT1oN �Grar�iite Faf11 USGS-Provided Output ; Ss = 1.082 g S" = 1.155 g Sos = 0.770 g Sl = 0.422 g S,1 = 0.666 g Sox = 0,444 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCE.n Responso Spectrum Deslcyri Response Spectrum aal 117 a 12 a97 L34 0.12 ; ti to acn ton aa1 j a 4_5 a 52 aM ❑z< a Z4 a 10 a 12 a"° Q 03 1 7IJO aa] 0. a47 at43 QU7 It 1.20 1.Iq 116 1t t—i 241:1 am 0-1) {l 49 a'/l a53 1.00 I.V Ito 100 IAI :Oil ' Period,T(sec) Period.T(sec) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or Implied,as to the { accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. i+ _ I https://earthquake.usgs.gov/cn2/deslgnmaps/us/summary.php?template=minimal&latitude=48.16906870235701&longitude=-122.16721721441585&siteclass... 1 J1 i I ON 1111M:161 Topo North AmericaT' 10 10 1 f . 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IN# Scale 1:82,600 6 ©DeLorme.Topo North AmericaT"10. M11(166•E) 414 2 www.delorme.com IVY V=5.208.3 ft Data Zoom 11-6 I' i 50 J(O fa lo it A-J- ADS 0- -All k4l Wi r A)WA 0 L .5,vo 1 -j ��eD 0.p-1; - OW L-2— Ll MAX p 4... �4 I j tz-_ N f? I pl-c' 6 CO q C�T L7 r 8 a �UoW rai-t. i IA-1 S4- 2 YA 17 AS : �k)C � C I D,5- 36� i67V —A4 CAlcs copi ,Ak--I--AJ �7 C)(-7- i HT5 Z; -'R'I;r 4-;Sft t I F 7 C- I OAD Cok;rTffoCt,-)A.)(3- IOAO t'a-/A :�05 qlC>, '�t'.. -1 5m--14-7- 5-t A o �?00"7 Spew s;&)Ow- Z� sF, (L-z let w 7 S AA Description By Date 7/! ENGINEERING Checked Date Scale Sheet No. 250 4th Ave.South Suite 200 Project Job No. Edmonds,WA 98020 51'A 7 425.778.8500 . 1701 www.cgengineering.com u ... ....(" .041 C�A 2 Ir C A I X -Z b N\,S- :10-4, --7 �AAT;-e j 7 -J-----A GO?�1' ell Ai= S 1-7 0 cx--, to IV '0 ID U 2, '1 (-51"L- f OrIL 611)fi fp; TOVA'7 e0 Sz 2 5,/A?� j>/4v v- -v r 4-- A)c T A'!r-U4 4-4 1. r 7 iz jip-Po p Description By Date a AC-- Checked Date ENGINEERING Scale Sheet No. 250 4th Ave,South Suite 200 E Project -5�'L Job No. 8 Edmonds,WA 98020 425.778.8500 17 Ot s www.cgengineering,com ,. ' I. I Monopole Pier Embedment Analysis Updated 01/05/10 Input Data: d= 2.0 ft diameter of pier Ld=3.58 ft depth of embedment 1= 1.0 ft height of pier above grade i V= 1119 Ibs applied lateral force at top of pier M=0 ft-lbs applied moment at top of pier OTM= 1119 ft-lbs applied moment at grade(M+V 1) h= 1.00 ft distance from grade to application of V(OTMN) S=400 Ibs/ftz/ft lateral bearing pressure from Table 1806.2 or soils report Ssubl=477.33 allowable lateral soil-bearing pressure at a depth of one third the depth of embed Ssub3= 1432.00 allowable lateral soil-bearing pressure at the depth of embedment 2015 IBC Non-Constrained Pier(1807.3.2.1): A=2.34P/(S1b)= 2.74 d= 0.5A(1+(1+4.36h/A)"= 3.58 Feet Iterate Ld above until estimated depth equals calculated depth. I V M Foundation Lateral Capacity Interaction Capacity 0 1830 2000 20 1479 50 953 $ 1500 100 78 1000 104.45 0 v tLateral Capacity Proposed 10.3 836 0 500 —5eries2 0 0 0 1 - 18.9 1502.7 -500 50 100 150 Shear(k) I ACTUAL EMBED= 4.0 Feet Therefore the pier embed is ADEQUATE %of Lateral Capacity= 56% Gam, Description Pier Embedment Analysis By JAC Date 7/5/2017 Checked Date ENGINEERING Scale NTS Sheet No. 250 41h Ave South Project SEA Skydive Job No. Suite 200 9 Edmonds,WA ee020 17015.213 i ti I Monopole Pier Bending Analysis Updated 01/05/10 Design Loads on Foundation Moment at Top of Footing= 1119 ft-lbs Shear at Top of Footing= 1119 lbs Soil Data Lateral Bearing Pressure= 400 lbs/ft2/ft (Includes 4/3 Increase for Wind&FS=1.5) Passive Acts Over 2 'Shaft Diameters Shaft Data Diameter of Drilled Shaft= 2 ft Analysis and Design INTERMEDIATE CALCULATIONS: Method 1: (Conventional Method) Ppnet= -1600.0 Fsubl = 1,119.0 1.Guess d to the nearest foot. Fsub2= -3,784.0 2.Increment moment arm to get SUM F Ppl -3479.8 Fsub3= -1,118.5 approximately equal to 0. Pp2 6400.0 Fsub4= 3,783.4 3.Iterate until SUM M and SUM F are Msubl 1,119.0 less than or equal to 0. Ysu_bl -1.4 Msub2 5,486.3 Embedment depth d 4 ft Ysub2 -2.4 Msub3 2,672.1 Moment Arm Z 1.$25156 ft Ysub3 -3.6.Msub4 -13,642.6 Ysub4 SumM -4,365.1 SUM F= 0 kips F<=0 Ysub5 -2.2 SUM M= -4.365117 kip-ft M<=0 Ysub6 -2.8 Ysub7 -1.2 Depth to Max M Method 2: (Simplified Method) 1. Guess d to the nearest foot. 2. Iterate until SUM M<=0.0. Embed Depth d 112 ft Depth to Max Moment= 1.18 ft Max shaft Moment= 2.00 kip-ft SUM Ma= -341.5053 M<0.0 Mu= 3.20 kiD-ft Ci► Description Pier Loading_ By JAC Date 7/5/2017 Checked Date ENGINEERING Scale NTS Sheet No. 250 4lh Ave.South Project SEAS dive Job No. Suite 200 �' 10 Edmonds,WA 9eo20 17015.213 I d m `� o 6 0 6 6 6 o d d y& v ��• � � n o m � ��� � x�xYxxYxxYxxxYYrYxY o rs i i z€ z w s�.d u i w .. � � ��� Is rn mrM1 mc'1 M�OI OI�M �� _' Y ` g} X 2> tl1 X c x xx x�sw 8 b _ _+ elm+ c x g rn N li �m��l"e,vilR �� E E �YY m E E ?Y-I YYgp- � 9r � � 'E 4�;+ a '� ' & �� �����$$ �<<<z � q .�• m U QQ ygg EQS Y YY 4 4� � 4YY� oF000S�•- �5�� qgngggYyggas a�o2.:• 9�$ YYo5�m3wx � a8YYYYY �o �� +SS'+:YY � � � YYo5�w3 wx TX J a w iidtl ic o EEo $ g S m ' o XI N .tV -Y O m X o > O $ O c 94 V }q41 N y sW W 3 G bII �X T II l� P Ifl m w f (J H r n rn s 2 a 9 W m =oi vVi 9 N �m a o0 o a oao ry(Q Fs C - o0000o n�oo gt gg Ino tjN.o mo `om �, �S f££9 �& � .6 -a }� X UW a7 rn 90 n t4j N �i3•si� X m U II n •N n II O w o W Y ¢ a $ N W m M j r c o 6 0 7d c E•� a unZgEbc � Ry. �. ` 5 � o S ¢ � o5j5 ¢ O�Z � i s �'oa rnrn�� '.5? E€ E m C $gy,I y IA a a �� f ' 1 E E r�o� C1_9 d`dr w E ELL R �3'� �wmLwa o � � 11 I .mw . ww /!ƒ , \ � � � ! Iff \ ■ ■ ! § /� | § § ■ � !!OF 23 /� o � ■ , ■ ° .. . o . . FfE■■ -o � � " • \ & � {} |2||§§§§§§§§§K§§§§§E§ ) �_.,...._,_,��,,..�._ ! \ , -- k§■■■§§§§§§§§§§§§§§§§ �— ��� ..................�� � §■§m§■■§■■■■m■■■■■■■ ' � - !� ! Ff$I■!G �!$ 7§%||& |#�,�,�.»�� a 2 +■ 7 /|§ .mw , k . � £ ` . � � ! k | � 2 � 7■t!2 2 § . § ) § � | $ | § ; E ! k B � | | | | ■o ° �n \ ~ Co UA.Pm : | | ■| §[ � |� ., to \� k ° | | § # § ! | # § § ■ | ; ! | � | | § ( i ! ,_w. mom_' - . �� | • . •! I ) E .6 � 3 13 f!lF i i �. F T 1 f)C11� Ar, < I1rtt(' j I I 7S?-1 t 1� `�• .(::2� 9. . .EPOx A19' 1,v :5 LA) 4....-+ ----!--._...__ � ._.: • i rr /�.uGI.�L;_. �.- ..� � Mne.�ow. ,5 r , M — 1-1�Oi" x S- . .55� 3_U x ,211 S . I '► n OtiG_-'ANG�i 1+�C . thcz;shsA� V= 111°t bCI_ 0 �CA��cxr.Y= ►Z,uk»> 1.75r�u� - I P Description By Date (Ur1dG12/t<r4'_ �7r s 7 C�-JtJ 5/Et.- �•1����101� Checked Date ENGINEERING Scale Sheet No. 250 4th Ave.South Suite 200 project Job No. Edmonds,WA 98020 14 425.778.8500 I l D I S•2 1? www.cgenglneering.com i I www.hilti.us Profs Anchor 2.7.3 Company: Page: 1 Specifier: Project: Address: Sub-Project I Pos.No.; Phone I Fax: J Date: 7/5/2017 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200+HAS 314 , Effective embedment depth: hef,.o=3.500 in.(hef,emt=15.000 in.) Material: 5.8 Evaluation Service Report: ESR-3187 Issued I Valid: 11/1/2016 1 3/1/2018 Proof: Design method ACI 318-14/Chem Stand-off Installation: eb=0,000 in.(no stand-off);t=0.500 in. Anchor plate: I,x ly x t=5.000 in,x 9.000 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,2500,fc'=2500 psi;h=48 000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition 8,shear:condition 8;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) Tension load:yes(17.2.3.4.3(c)) Shear load:yes(17.2.3.5.3(b)) Geometry[in.]r3<Loading[lb,in.lb] Z of �0 5� 6 x- 5'S p -JO 1•'i �p >`= 15 Input data and results must be checked for eproemenl with the extstl no condWans and for plausibllltyl PROFIS Anchor(c)2003.2009 H4ll AG,FL•9494 Schean Hllll Is a mpisterod Tmdemark of HNU AG,Sehaan � I u www.hiltl.us Profis Anchor 2.7.3 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: Date: 7/5/2017 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity fin/P,[%] status Tension - - - / Shear Concrete edge failure in direction y+ 1119 3724 -/31 OK Loading ON iiv S Utilization Wr,v[%] Status Combined tension and shear loads - - 3 Warnings • Please consider all details and hints/warnings given in the detailed reportl Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations In accordance with Hild's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly compiled with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put In. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be Put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software carves only as an aid to Interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,If applicable,carry out the updates of the Software offered by HIM on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. 16 Input data end results must be checked for agreement wilh the exlsting conditions and for plausibllltyl PROFIS Anchor(c)2003-21)D9 ME AG,FL-9494 Schoen HINT Is a registered Trademark of Hllti AG,Schoen I www.hiltl.us Profis Anchor 2.7.3 Company: Page: t Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: Date: 7/5/2017 E-Mail: Specifier's comments; 1 Input data Anchor type and diameter: HIT-HY 200+HAS 3/4 __ Effective embedment depth: haf,ed=3.500 in.(herrmll=15.000 in.) Material; 5.8 Evaluation Service Report: ESR-3187 Issued I Valid: 11/1/2016 1 3/1/2018 Proof: Design method ACI 318-14/Chem Stand-off installation: eh=0.000 In.(no stand-off);t=0.500 In. Anchor plate: Ix x ly x t=5.000 in.x 9.000 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,2500,f.=2500 psi;h=48 000 in.,Temp.shortilong:32/32°F Installation; hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear.condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) Tension load:yes(17.2.3.4.3(c)) Shear load:yes(17.2,3.5.3(b)) Geometry[in.]R Loading[lb,In.lb] Z; I 1 It jo 5.5+ x 17 Input dale and results must he checked for egmement wgh the existing conditions and for plaus-Wlttyl PROFIS Anchor(c)2003-2009 HIM AG,FI:9494 Schaan Hlhi Is o registered Tnonmark of Hde AG,Schaen I www.hiltt.us Profis Anchor 2.7.3 Company: Page. 2 Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: Date: 7/5/2017 E-Mall: 2 Proof I Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity ON/Iry Ml Status Tension - - -/- --- Shear Concrete edge failure in direction x+ 1119 3956 429 29 OK Loading ON 9v S Utilization ONN r/a] Status Combined tension and shear loads 3 Warnings • Please consider all details and hints/wamings given In the detailed reportl Fastening meets the design criteria! 4 Remarks;Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations In accordance with Hiltl's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carded out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis,If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilt!will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. 18 Input data and results must be checked for agreement with the existing condlgons and for plauslblhtyl PROPIS Anchor(c)2003-20D9 HIM AG,FL-9494 Schoen HIM is a registered Trademark of HIM AG,Schoen i I Wind load Calculation for Other Structures (Reference:2015 IBC Section 1609&ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building,h(ft) - 10 (Per Architectural Drawings) Height of Other Structure,z(ft) = 10 (Per Architectural Drawings) Basic Wind Speed,Vs,(mph) 110 (ASCE Figure 26.5-1) Exposure Category B (ASCE Section 26.7.3) Risk Category - II (IBC Table 1.5-1) Velocity Pressure Coefficient,Kh 0.57 (ASCE Section 29.3.1&Table 29.3-1) Topographic Factor,K,r - 1.00 (ASCE Section 26.8.2&Figure 26,8-1) Wind Dlrectlonallty Factor,Kd = 0.85 (ASCE Section 26.6&Table 26.6-1) Velocity Pressure,qh(psf) = 0.00256KhKztKdV^2 (ASCE Eq.29.3-1) j qh = 15.01 psf i Desien Wind Load on Other Structures i Horiz Gust Effect/Force Coefficient,(GCr) 1.9 (ASCE Section 29,5.1) Vert Gust Effect/Force Coefficient,(GCr) = 1.5 (ASCE Section 29.5.1) Projected Area Normal to the Wind,Ar or A,(ft?) = A,or Ar (Projected Wind Area) Design Lateral Wind Load,F(lbs) = gh(GCr)Af& (ASCE Eq.29.5-2&29.5-3) qh(GCr)Ar I LRFD Horiz Force,Fh= 28.5 psf xA, Vert Force,Fv= 22.5 psf x Ar ASD Horiz Force,Fh= 17.1 psf xAf Vert Force,Fv= 13.5 psf x Ar K,or KN(ASCETable 2.9.3-1) Height Exposure B Exposure C Exposure D 2 IN 0 0.57 0.85 1.03 15 0.57 0.85 _ 1.03_ _ 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 _ 1.27 60 0.85 1.13 1.31 70 _0.89 1.17 1.34 80 0.93 1.21 1.38 r 90 0.96 1.24 1.40 100 0.99 1.26 1.43 ` 120 1.04 1.31 1.48 140 1.09 1.36 1.52 i 160 1.13 1.39 1.55 180 1.17 1.43 1.58 200 1.20 1.46 1.61 a..rrrorbn N oars JAC 2/22/2017 Wind Loads For Components and Systems Ch c.d ENGINEERING /ro�M h,M Sane[No. SEA Skydlve N.T.S. Suite 200 . 19 ( Edmonds,WA 98020 17015.213 t ;,� I i Seismic load Calculation for Components and System I I (Reference: IOC 2015 Section 1613&ASCE 7-10 Section 13.3) Seismic Force: US Spectral Response Acceleration,Site Class O,S, = 1.082 (ASCE 7,Figure 22-1 thru 22-6) 1.0s Spectral Response Acceleration,Site Class O,Sz = 0.422 (ASCE 7,Figure 22-1 thru 22-6) Site Class D (ASCE 7,Section 11.4.2) Seismic Design Category = D (ASCE 7,Tables 11.6-1&11.6-2) I! Site Coefficient per S,&Site Class,F. 1.07 (ASCE 7,Table 11.4-1) Site Coefficient per Sz&Site Class,F = 1.58 (ASCE 7,Table 11.4-2) Sras=F,Ss = 1,156 (ASCE 7,Section 11.4.3) SM,=FySt = 0.666 (ASCE 7,Section 11.4.3) Ses=2/3 Sras = 0.770 (ASCE 7,Section 11.4.4) SDI=2/3 SMB = 0.444 (ASCE 7,Section 11.4.4) (Per ASCE 7-10.13.3) Component Amplification Factor,ap = 2.5 (ASCE 7,Table 13.6-1) Component Response Modification Factor,Rp = 6 (ASCE 7,Table 13.6-1) Component Importance Factor,Ip = 1.0 (ASCE 7,Table 1.S-2) Component Operating Weight,Wp = WP (lb) Height in structure at lowest point of attachment of component,z, = 6.5 (ft) Height In structure at highest point of attachment of component,zz - 6.5 (ft) Average Roof Height of Structure,IN = 6.5 (ft) Seismic design Force,F. = 0.4a,SosWp (1+2z/h) R [ R./, ( q•13.3-1) Max.seismic design force,Fp,,,, = 1.6SosIPWP (Eq.13.3-2) Min.seismic design force,Fp in - 0.35osIPWP (Eq.13.3-3) Seismic design force at lowest point,Fpl = 0.385 Wp Fp(AVG)= 0.385 Seismic design force at highest point,FP2 = 0.385 Wp Min.seismic design force,Fp,„i, 0.231 Wp Max.seismic design force,FP,., 1.233 Wp Seismic design force,Fp(ASD) r 0.275 Wp ( ..'Ap4 n By o.i. SAC 2/22/2017 i UnS.d ENGINEERING Seismic Rack i D.t. Mj- 5<.'. Sheet No. N.T.S. 250 4th Ave.South SEA Skydive ^O Suite 200 lob No L Edmonds,WA 98020 17015.213 i I 1 G. 11 1 11 ■ I UTIUZ-1YVAC-k Fo kdCATYO1O b4S701A) , I _ . r j•, , , , a t £u. 7o 1 a)1 C) �• ,Gt kY Kok * 4 t v2 '111°t 1'10ar u+u's bus G) ^U) A)&..- �_. _.._.'t_/1 . t)`-i l) f i�R MAX. GQ Mv.x ALLowA%L!�-_ 2fy _.i._ szb - - .. _ szSMYc .�cm.c = � .x., y�3. _ _ 27ZO 't5 k4 f AU`( S� 1 00 ik AA14)t � I + tr.J u c AJ.n�s• M 5. �?tiSi.k.�?�= �1i2fc�..__., i3lDC�C?70 AAA, it t:�Yr.r,\i\ av C H IYS �•,F�1\rr.\�,t,1 _ — ....t�J?�up tG�.C.r� _v _•1'�.1 psF;X.S'Xs����- yl� -77 -. o ,P�oC i 1 (_ f 13 G pux 3i2S;- t _ . c 12�� - 13 y 1 5 n N S `I c�'.-- yq�,5t xi 5�:5." %z... .�?- !'F1 : ._ I _:_.. �_ ' c� ccib\Z;.Ut_ �5��_sec FaD �_. —..!2—STA PtP1, S A Dt hus c 7`1 K Description By Date (rfl�� TY 2� pls? �N �n� 2�97/T017 Checked Date ENGINEERING - --- Scale Sheet No. 250 4th Ave.South Suite 200 Project Job No. Edmonds,WA98020 Sri14 425.778.8500 17b�S,2 t 3 21 www.cgengineering.com l I I I �.; E P1000-BEAM LOADING P1001-BEAM LOADING Den.at Uniform Loading at Oeflecdon Den,at Uniform Loading at Deflection Max.Allowable Uniform Max.Allowable Uniform Span 91nIk1hp Load Load Span1180 Span/240 Span1360 Span Uniform Load Load Spanl180 SpanI240 Spar1360 In 1411'r, Lbe In Lbs Lbe Lbs In Lbs In Lbs Lbs Lbs 24 i 69) 0.06 1,690 1690 1,690 24 3,500' 002 3.500' 3.500, 3,500, 36 1,130 0.13 1,130 1,130 900 36 3,190 0.07 3,190 3.190 3,190 48 850 022 650 760 500 48 2,390 0.13 2,320 2.390 2,390 0,35 650 480 320 60 1,910 0.20 1.910 1.910 1,620 72 5" 050 450 340 220 72 1,600 028 1,600 1,600 1,130 84 480 0,68 330 250 160 B4 1.370 0.39 1.370 1240 830 96 420 0.89 250 190 130 96 1200 0.51 1,200 950 630 108 380 1.14 200 150 100 108 1,060 0.64 1.000 750 500 120 340 1.10 '160 120 80 120 960 0.79 810 610 410 144 280 2.00 110 80 60 144 BDO 1.14 560 420 280 160 240 212 80 60 40 168 680 1.53 410 310 210 192 210 3,55 60 50 NR 192 600 2.02 320 240 160 216 190 4,5B 50 40 NR 216 530 254 250 190 130 &10 170 5.62 40 NR NR 1 240 480 3.16 200 150 100 oo,an�mn ar DO. lAc 2/22/2017 ENGINEERING Site Photo v,Wn err. sw.,no N.T.S. 250 4th Ave.South SEA Skvdlve ^^ Suite 200 L L Edmonds,WA 98020 17015.213, i Chapter 5 DESIGN TOOLS -Spreadsheets/Tables Section 5.2: General Analysis 2015 IBC Pole Foundation Design Updated 7/11/2014 Input Data: b = i ft diameter of pole d= 3.75 ft depth of embedment but not over 12 feet It= 3.25 ft distance from ground surface to point of application of P P — 413 lbs applied lateral force S — 400 lbs/ftZ/ft lateral bearing of depth from Table 1806.2 or soils report Ssub 1 = 500 allowable lateral soil-bearing pressure at a depth of one third the depth of embed Ssub3= 1500 allowable lateral soil-bearing pressure at the depth of embedment Non-constrained pole: to be used where no constraint is provided at the ground surface. A=2.34P/(S1*b)= 1.93 d= A/2(1+sgrt(1+4.36h/A)= 3.76 Feet Iterate d above until estimated depth equals calculated depth. Use Goal Seek. Constrained Pole: to be used where constraint is provided at the ground surface, such as a rigid pavement i i d^2=4.25 Ph/(s3*b) 3.80 d= 1.95 Feet Iterate d above until estimated depth equals calculated depth. Use Goal Seek. Description Pole Foundation Design By JAC Date 4/19/2017 Checked Date ENGINEERING Scale sheet No. 250 4th Ave.South Project Job No. Suite 200 SEA Sky_dive23 Edmonds,WA 96020 CG Engineering Design Manual IBC Pole Foundation Jt y Kr � 'NN e•i N �S+0 0 m Mo$ $ __Y.Y_YYY_x�._x,�xY_rx o000 0 x _ . � �qoo��� oo �gaa$���ooRogooS0003� r� us boo �sr��ac Fcresccxc�c C� (nU) _ ssssa$o� ����esssssg m o n rc i p� 00 K� SH SSHHHHSS'o 4xs�(}Q(444x $SSS t pH O x HH 8aH BH HH off 5525 ScaH SS 5g0 00000 oaa000000 'c o e a 0 T! 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Ell ( kEl. •&o ! 25 !f!!2/� k ak |■!$ # � i � I i CALCULATIONS PREPARED BY EQUIPMENT SKID MANUFACTURER 1.7.1 Seismic loads from top half of the wall panel are transferred to the canopy. W(wall)is the weight of a wall section transferred to the canopy connections: W(wa,,)= (wall weight from 6.3)/2= 220.0 lbs For the wall panel,the seismic shear is: V(wall)= 117.38 lbs Seismic shear per foot at top of walls Wind load controls Connection capacity: 4,754 lbs OK 1.7.2 Seismic loads from canopy are transferred to the top of the endwall. The seismic load at the top of the endwalls includes the seismic loads from the top quarter of two sidewalls and one half of the canopy. Use weights from section 6 of these calculations. W(quarterwall)= (wall wt.)/8= 55 lbs. W(half canopy)= (canopy wt.)/2= 165 lbs. The total weight is: W(top)= 2 x W(cluarterwall)+W(half roof)- 275 lbs. The seismic load is then: V(top)= 147 lbs. Wind load controls Connection capacity: 4,754 lbs OK 1.7.3 Seismic loads from endwall are transferred to the floor. The connections at the bottom of the endwalls have the same seismic load as the connections at the top,except that the seismic load from the endwall itself is added. The weight of the endwall is: W(endwall)= (wall wt.)/2 = 220 lbs V(endwall)= 117lbs V(bottom)= 264 lbs Seismic controls Connection capacity: 165,670 lbs OK 1.7.4 Find horizontal forces and overturning moments due to Seismic This is used to check wind overturning moments. Shelter Dims(feet) Shelter Horiz. E Vertical E Overturn Resisting OK/ Weight (D x Cs) (0.2SdsD) Moment Moment NOT OK Width Length I Height lbs lbs I lbs ft-lbs ft-lbs 9.33 16.00 1 9.890 14.259 1 4.475 1 5.818 49,277 66,541 OK A"NOT OK"indicates the shelter requires foundation tie downs. 1.8 Check tie-down capacity Skid size: 9.333 ft wide x 9.031 ft long x 0.858 ft thick Floor load is: 397 psf Floor area is: 84 sf Equipment weight: 10,269 lbs Skid Weight: 3,990 lbs Total Weight: 14,259 lbs Number of Piers: 6 Max Pier Shear Reaction: 1,119 lbs Max Pier Downward Load: 28,809 lbs Max Pier Uplift Load: 0 lbs Tiedown Capacity Sliding: 6,060 lbs Tiedown Capacity Uplift: 4,545 lbs Number of tiedowns 4 Total Tiedown Sliding Capacity 24,240 OK Total Tiedown Uplift Capacity 18,180 OK 26 1.6 WIND LOADS Sec 1609.1.1 requires ASCE 7-10, Chapter 28, Part 2; simple diaphragm low-rise buildings. HURRICANE PRONE REGIONS: Risk Category: 11 [ASCE 7-10, Section 1 and Table1.5-1 ] V = 150 mph [ASCE 7-10, Sec 26.5.1 and Figure 26.5-1A] Surface Roughness Category: C [ASCE 7-10,section 26.7.2] Exposure Catogory: C [ASCE 7-10,section 26.7.3] Exposure C Adjustment Category: X = 1.21 [sec 28.6.3&Fig 28.6-1 ] Enclosure Classification: enclosed [ASCE 7-10,section 26.2] Topographic Category: Kn= 1.0 [ASCE 7-10,sec 26.8.2] MWFRS Design Wind Pressures: [from ASCE 7-10, sec 28.6.3& Fig 28.6-1 ] PS = � Kn P s3o [ASCE 7-05,sec 6.4.2.1, Eq.6-1 ] WALLS: 43.2 psf [zone A] -22.4 psf [zone B, negligible-->only 1 inch tall] 28.7 psf [zone C] -13.3 psf [zone D, negligible-->only 1 inch tall] Zone A controls, use it for analysis Allowable load on walls: 205.0 psf (Calcs, section 3.2) OK CANOPY: -51.9 psf [zone E] -29.5 psf [zone F] -36.1 psf [zone G] -22.9 psf [zone H] Zone E controls, use it for analysis Allowable negative load on roof: -138.2 psf (Calcs,section 2.2) OK Allowable positive load on roof: 134.7 psf (Calcs,section 2.2) Components and Cladding: Canopy cladding, a 22 gage corrugated decking, is held by screws to the 16 gauge canopy joists. The standing seam roof panels are 3 feet wide and are 9.333 feet long which gives 28 sq feet of surface area.These panels are attached to the canopy joists with 5 each#12 self drilling screws, in tension, across 3 joists for a total of 15 screws per panel. Capacity per screw into 12 gauge steel: (Scrooscoop Fastener Co.Technical Data) 1212 Ibs in tension(pull out) 2267 Ibs in shear Screw capacity per square foot of roof panel= 649 Ibs/sf P net = Kit P net3o [ASCE 7-10,sec 30.5.2, Eq. 30.5-1 ] POS NEG [ASCE 7-10, sec 30.5.2 , Fig. 30.5-1 ] ROOF ZONE 1: 15.7 psf -44.8 psf (100 sf effect. area) OK ROOF ZONE 2: 18.6 psf -73.4 psf (20 sf effect. area) OK ROOF ZONE 3: 20.0 psf -123.7 psf (10 sf effect. area) OK 1.6.1 Check Overturning Loads due to wind Shelter Dimensions(feet) Shelter Hor.Wind Vert.Wind Overturn Resisting Tie Down Width Length Heiqht Weight (P x A-hor) (PxA-vert.) Moment Moment Strenqth 9.333 16.000 0.667 14,259 721 7,752 39,430 66.541 not req. Tie downs anchors must resist shear loads equal to the horizontal wind load above. Tie downs anchors must resist tension loads equal to the tie down strength above. Tie downs for vertical component not req'd if resisting moment exceeds 1.5 X overturning moment. Shelters with different lengths require tie down strength proportionate to their length. 27 00 N q i C 11 == Q Pi o d < Willi! B �iMd Oi NE F Z 5cV O �3N♦b MF • +��Zm Q W 0 v a $is. z- T .- Q /� F/� I..L 00 w 00 R1Py~ #Fy1 a- ce) Qoo Q � > W -- > cv M Zdt \ O J N W o�� = J m CO co J a �Q } ZZ PH z M3. 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VA 31 -- «� _ § @� § ------ § l^ § \ { § . � 4f § - k � 2 _ } $ _ . § IL ] r ! % ] }§ 2 \ k� EL N, 242/, ®| ii �| �E L 2 - - „ - - - - [| ------- )� o� ^ © . e W! m . — _ ' ~ Y � n � / ' � . 2" Q Lu Lu Do a 3" ' VERIFY MIN 3/8"x 61/2" CLR SKID BEAM FLANGE BEAM IU of I - E PIER \0 o m 21' 211 N 1'(-JO" ATTACH SKID TO PIER W/(2) 3/4"0 GALVANIZED A36 SECTION A-A THREADED ROD W/ - 1"0 A325 THRU BOLT SIMPSON SET-XP OR HILTI L5 x 5 x 5/16 x 1-0, SKID WIDE FLANGE HY 200 EPDXY W/6" EMBED B � BASE BY MFR 3/4" NON-SHRINK LEVELING GROUT - I I Rt. LIFTING PLATEo FINISHEDm PER MFR GRADE 4 B I— #3 STIRRUPS @ 6"OC v e ' PROVIDE(3)ADDITIONAL eY 3" STIRRUPS @ 2"OCATTOP CLR g' ° o (8)#5 BARS EVENLY SECTION B-B SPACED AROUND PIER e - 2'-0"0 CONCRETE PIER a � d i d e• m Og waSbf�G NOTES: o 1. GEOTECHNICAL ENGINEER SHALL VERIFY 3000 PSF m MINIMUM SOIL BEARING PRESSURE AND 300 PSF/FT MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE. 2. f'c=4000 PSI 3. fy=60 KSI r�NAL 4. ALL STEEL SHALL BE HOT-DIP GALVANIZED. .� - -- _---- SEA SKYDIVE DATE 04/19/17 SHEET C 19004 SMOKEY POINT BLVD PROJECT NO. 17015.213 ENGINEERING ARLINGTON, WA 98223 SCALE 3/4' = 1'-D" 250 4TH AVE. 5.. SUITE 200 TITLE DRAWN BY JCS EDMONDS,WASHINGTON 9B020 EQUIPMENT SKID FOUNDATION SS 'I l PHONE(425)779-050D CHECKED BY JAC FAX(425)770-5535 CORNER PIER _ APPROVED BY MTM i a 4 1/2" m,a 4 1/2" L CLR o- 0 0� BEAM `V ,o of + + PIER \o tV r-I r-I 1 1/2" 6" V1112 9" (2)3/4"0 A325 SECTION A-A THRU BOLTS ATTACH SKID TO PIER W/(2)3/4"0 L6 x 6 x 3/8 x 0'-9" GALVANIZED A36 THREADED ROD W/SIMPSON SET-XP OR HILTI HY SKID WIDE FLANGE 3/4" SHIM 200 EPDXY W/6" EMBED B / BASE BY MFR PLATE A � A + NON-SHRINK LEVELING GROUT II° II .II FINISHED - GRADE n r _ 1 B III= #3 STIRRUPS @ 6"OCI I— a I—_ —1 PROVIDE (3)ADDITIONAL I _—I STIRRUPS @ 2"OC AT TOP ` ° A 3" - (8)#5 BARS EVENLY CLR R ° SPACED AROUND PIER - ° ° _ SECTION B-B 0 Ln 2'-0"0 CONCRETE PIER a a 4 4 G a - cz M U R1M0T711' 4 of WA s9 NOTES: Jac 1. REFER TO SS-1 FOR ADDITIONAL REQUIREMENTS. c�,, 46548� G� `SJONAL 07/07/I7 C � [ARLINGTON, A SKYDIVE DATE o7/a7/zon SHEET 004 SMOKEY POINT BLVD PROJECT NO. 17015,213 ENGINEERING WA 98223 SCALE 3 4' _ ,'-o"DM 4TH AVE. 5., SUITE 200 EQUIPMENT SKID FOUNDATION DRAWN BY JCS A EDMOND6, WASHINGTON 98020 SS-2 PHONE (425) 778-8500 CHECKED BY JAC FAX (425)778-5536 MIDDLE PIER _ _ _ APPROVED BY MTM PLOT DATE: 717117 FILE N-1: 55-2 � - - I � - ., * - ALL SITE WORN SHALL BE A3 INWATED O% THE ORAWNGS ANO I. ALLOOv:AEfE A10Mc SHALL 6E IA kCOIbDwCE ATM A.CI. 301, wC.l 31e MD THE A STIPULATED IN THE SAE'EIFl:►T*% PpoA 7 SL%vm.RY. SMOCATION CAST-M-LACl OOMCREIE <• �: .:;! *::. �,��A♦N� 2 RL!lRiISH. STLa14os, DEb1K. sTxKS. STONES AND OTFER IEFZISE 514N1 BE 2 K.KESS '•C7TE0 04ME0MrKE. ALL CAST-"-PLACE CONCRETE SMALL 8E NOANL MDLHT. 3 ��1 •„���. REMpdED FROM THE SrFE A\O DISPOSED OF LEGALLY. Alk-Im? NAm OcH% ftcm WIN A MNMJr CQAMRa n 'TKVGIM or 7XC IC/.N r. .:.ti. t'•r• I'D SOJANE IhCH AT 2e DAYS. TYPE 1-1 $7R1.0C CE EXI MLL BE uSEC wM4 • :w =;�•',�•' 3 TILE SITE W41L BE ORADm TO CAUSE SVRFACE WATER TO RiDW AMY MMWM ACCAEGATE SUE Or .3/4' ANO WX 31M AIN W)IONYEUT. ALL CDWXETE �?•.,�.�.;�.�`�; WILL NAVE A MAlQ1AL1Y1ER/CETi1EM WC) RATIO OF 0 k KS FROM THE S ED.APNENT. TOWER AREAS. AND ADJIr74T BULEINGS 4. NO FILL OR EA4bk*WENT MATERNL 944L BE PLACED ON FRUD+ 3 ALL OD"IMM FLATWOIV, SMALL MANE A STIFF OIg FINISH SH AAO HINT A SLOPE OF � :'•.:..• :�•= GROUND, FROM MATT7MA15. SNOW OR ICE SHALL NOT BE PLACED N 1/0' PER FOOT LV&ES`S %=:, O NEWISE PLM L ANY nu OR BobvZorr 4. NEhf'Jw.W. aws s4MLL BE 40m MLLEf OM Cod:ORMNc Tb Ab.T,r Avis, A �� S. THE SLAGRADE SHALL BE COMPACTED, ANO R=LI_C-HT TO A SYOQITi ORADE 00. 30V%EO UNFORM TRADE P" TO THE C)"HED STONE APPLICATION S OET>tIL, rASNCAT NO e4IrT NEWIICEIIENT serfs. INCLUDMNC W sup oom. utl r .^ Avt+ AucF PREP aT1 y. 9%Cam. ETL• IN Accow w c RITI1 'O "u4G or COWG Rl7�D�usai' {I CA 1 J2� R TP.— aS REBARS • VS-B0. RD. Ike) 4' CRAVEL \ 12' O.0 EACH 1. FOR ;-b9O�-r,IWE CON111RtJCIID% IT WILL BE NECESSARY TO MIRE SH" % WAY • 04LESS OrNERMISE NC7TEO. ALL LAP SPLICES 94UL BE CLASS D CO FORMBAC TO ALI CND+EXCAtMrE THE SITE 6n• 2`-0' AND IMPGITT AN Al•:rC�,E,; ,:cal.,lh• 3,8� ON P��) �, �• TO MLAT1iH EXIST FlLL. THE rL L SHALL BE COMPACTED To AT LEAST s sx Or THE MAIOMUM ` t PAVEMENT OR OIrY UNIT MQGfTT WITH A MOhTURE CONTD(T WIT1�N 2x if ilf OPTIMUM 7 A CHAgpr or 1' !MALL Be Pwhlnc2 Ar ALL Omctia E00 of coftc cm M -,.•?• 7�� � 1 GRADE M015TURE CO+ITENT AS DEIERMFIED BY Tl,E MOOIRED su:•.TCw TEST (ASTM E ACCCADVOCE rTIH wCl. 301 SECT10% 42.4 LAILESS OTHDkurE *'.TM 0 t»7)• l 0041co TE MOAk SKILL BE C00001%47E3: AM THE rE:MAA4CAL E2%,lm% %T, AAO --' — 2, COMPACTION W..0011MENTS APPLY TO BACKIFU FOR UTILITY TRENCHES EUiCT>1GwL WM 70 AV"E 7Ha ALL AIiE•'= PIES. 0J14WITS IrVM. ETC AM -----� !'�,� AND FOLAANIM0N EXCAVATIONS WITHIN STRUCTURES. DRTIEMNYS, OR W PLACE MAD VDdFU 0MVE KaCWo COvcRM PARMHO LOT AREAS.0011PACTION 94ALL BE ADCOMPUSHED BY PLACIN: THE B QOy;� CVVP FOR RO 01ACk WM SMALL COkrO*I Ter TIE FOLLa IMG FILL IN SL10CE5*-IvE. HORILOMTAL APPROxNATELY SDK- TO E1�-4m*I d� UALMS POCATEO OTIID%M ON THE OtAM%cs: La03E LIFTS AND MECHANICALLY CGY-A:ll�f BCH LFT 7D ACT LEAST THE COAIGIETE VC00W TO rEATMp OM IN C,^A74CT 11TIH OI10JUD - 2 INCNES QOMIPA:TTD SOIL TO MN 9!x MOK7IFlED SPECFIEO i,N%" CI(• 006P. CAxrC1,ETE cAsT w.*4!r EAIRM- 3 WCNES MAX DENSM PER AM 01S67 MEr"OO 0 3. Aar•• ORGANIC MA7MAL. DELETEITA^.US MAnEMAL. OR DISr-R4 Er, SOL SMALL 10 o 0A14►r►T[ L4CAT1oH or mm mw" IOLTS On Z=L rA."CAT00 P"TO HE REMMCI D) NOV FWI'VOCM ARfJA-1 ft%T LLATUN IA RELD• 4. THE CROLND SURFACE SLRROLNDING EnMOR c?q_i711RES SKILL BE 11.OD%7 Vr.V SMALL P%MX SLtfNES MA ALL wALL/SLAi PEwmT*%5 EFIPI,. SLOPED TO 1,M% AWAY 14 ALL DIRECTIONS COADJIT.Ml "IX TELGC AM CC" TC 847D SITE ,rlair P-Xl%4%T !L.Ad. FOR -Cfit-CIETE NOTES SEE MML +7 2. GRk-EL AALL K NATURAL OR CwwSt-F-: GRMCL CONCRETE SLAB AND NOTES WITIi 100 PERCENT PASShC 1 I47i siErE Date: 03/20/2026 Permit#: 1569 Permit Date: 07/26/2017 Review Date: 07/26/2017 Permit Type: COMMERCIAL ALTERATION Review Type: Commercial Other Target Date: 08/02/2017 Scheduled 00:00 Time: Completed 08/01/2017 Date: Description: All projects require DOE SWMMWW Minimum requirement#2. If project or a combination of projects on this site trigger additional thresholds, a civil review will be needed. Review Status: Assigned To: Nova Heaton Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31051700402200 SPRINGER TODD J& CHRISTENA I SPRINGER TODD J& CHRISTENA I 19004 SMOKEY POINT BLUD 19006 SMOKEY POINT BLUD ARLINGTON, WA 98223-4218 Zoning: 471 Telephone CommunicationLot: Block: Date: 03/20/2026 Permit#: 1569 Permit Date: 07/26/2017 Review Date: 07/26/2017 Permit Type: COMMERCIAL ALTERATION Review Type: Commercial Other Target Date: 08/02/2017 Scheduled Time: 00:00 Completed Date: 07/26/2017 Description: Approved with condition of needing the pole first and a contractor. Review Status: Assigned To: z.Rick Karns Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31051700402200 SPRINGER TODD J& CHRISTENA I SPRINGER TODD J& CHRISTENA I 19004 SMOKEY POINT BLVD 19006 SMOKEY POINT BLVD ARLINGTON, WA 98223-4218 Zoning: 471 Telephone CommunicationLot: Block: Permit#: 1569 Permit Date: 07/26/17 Permit Type: COMMERCIAL ALTERATION Project Name: SEA Skydive Applicant Name: Verizon Wireless Applicant Address: 5506 6th Ave S, #202 Applicant, City, State, Zip: Seattle,WA 98108 Contact: Travis Griffith Phone: 805-807-9942 Email: triffth@odelia.com; gavins@sterlingtc.com Scope of Work: Wireless Facility Valuation: 90000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/06/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051700402200 19006 SMOKEY POINT SPRINGER TODD J 471 Telephone BLVD &CHRISTENA I Communication Contractors Contractor Primary Contact Phone Address Contractor Type License License# Sterling 802 134th Street CONSTRUCTION Labor and Telecommunications& 425-259-6628 SW STE 110 CONTRACTOR Industries STERLTC884C9 Construction,Inc. Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 08/01/2018 C20.BUILDING Final inspection Approved 08/01/2018 BUILDING Approved FINAL all structural requirements& cable supports complete,all fencing in place.KO. 04/17/2018 C20.BUILDING Structural slab rebar 04/17/2018 BUILDING Approved FINAL approved ok to pour. 11/08/2017 C20.BUILDING Fencing and site work 11/06/2017 BUILDING Approved FINAL complete tower installed. 11/08/2017 R02.FOOTING All rebar&forms in place 10/26/2017 BUILDING Approved approved for CONC.pour Plan Reviews Date Review Type Description Assigned To Review Status 07/26/2017 Commercial Other Approved with condition of needing the pole first and a z.Rick Karns contractor. 07/26/2017 Commercial Other All projects require DOE SWMMWW Minimum 07/26/2017 Commercial Other requirement#2.If project or a combination of projects on Nova Heaton this site trigger additional thresholds,a civil review will be needed. 07/26/2017 Commercial Other AIRPORT Fees Fee Description Notes Amount Building Plan Review Table 4-2 $852.40 Building Permit Table 4-1 $1,311.38 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $2,193.28 Attached Letters Date Letter Description 04/04/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/04/2018 Sterling Check#16821 Kristin Foster $2,193.28 Outstanding Balance $0.00 Notes Date Note Created By: 04/06/2018 Emailed permit for signature. Kristin Foster 07/26/2017 Contractor is TBD. Kristin Foster 07/26/2017 New address has been assigned as 19006 Smokey Point Blvd.The parcel number remains the Kristin Foster same. Uploaded Files Date File Name 04/06/2018 3227291-1569 Issued Permit.pdf 07/26/2017 2476711-1569 Application.pdf SHEET INDEX ARCHITECTURAL T-1 TITLE SHEET ■ SV-1 EXISTING SITE SURVEY SP-1 GENERAL NOTES O A-1 OVERALL SITE PLAN A-1.1 EQUIPMENT COMPOUND PLAN A-2 ANTENNA PLAN A-3 ELEVATIONS A-4.0 DETAILS A-4.1 DETAILS A-4.2 EQUIPMENT SKID DETAILS A-4.3 GENERATOR DETAILS verizon A-4.4 DETAILS A-4.5 DETAILS A-5.0 BATTERY DETAILS AND SIGNAGE A-5.1 BATTERY INFO ELECTRICAL E-1 ONE-LINE DIAGRAM ....... E-2 GROUNDING PLANS E-3 GROUNDING DETAILS WASHINGTON STATE CODE COMPLIANCE, SEA m SKYDIVE SEA- 2015 IBC, STANDARDS AND AMENDMENTS, WAC 51-50 SKYDIVE 2015 IMC, STANDARDS AND AMENDMENTS, WAC 51-52 2015 IFC, STANDARDS AND AMENDMENTS, WAC 51-54 2015 UPC, STANDARDS AND AMENDMENTS, WAC 51-56, 51-97 (NEW BUILD CO LO ) INEW BUILD CO LOI 19004 SMOKEY PT BLVD PROJECT SUMMARY 19004 SMOKEY PT BLVD ARLINGTON, WA 98223 APPLI°""T. VERIZON W IRELESS ARLINGTON, WA 98223 3245 158TH AVE SE, MS 231 BELLEVUE, WA 98008 �1t LEASING CONSULTANT. ODELIA PACIFIC CORPORATION LAT: 480 10' 08.34" N (NAD 83/91 PER 1 -A) 111` 5506 6TH AVE S, SUITE 202 T LONG : 122° 11 ' 17.68" W (NAD 83/91 PER 1 -A) CAMP+ CONTACT: AT: AMBERER M MURRAY ASSOCIATES PHONE: 206-383-0751 EMAIL: amurray®odelia.com 19401 40TH AVE.W.,SUITE 304 PERMITTING AGENT• GROUND ELEVATION : 117.3' A M S L (NADV 88 PER 1 -A) LYNNWOOD,WA 96392 PHONE:(425)74-1614 ODE LIA PACIFIC CORPORATION FAX:(425)224-1614 ,5506 6TH AVE S SUITE 202 ' W W W.CAMPASSOC.COM SEATTLE, WA 98108 CONTACT: TRAVIS GRIFFITH PHONE: 805-807-9942 CONFIDENTIAL AND PROPRIETARY PROJECT MANAGER• LM EMAIL: tgriffithOodelia.com Not fir isclosure o ' DESIGN CONSULTANT• without CAMP & ASSOCIATES INC. PREPARED BY. EAT 19401 OD, AVE 0 SUITE 304 SIGNATURE BLOCK AREA MAP CONTACT: IC 98036 CONTACT: ERIC CAMP APPROVED BY, pN PHONE: 425-740-6392 LEGAL DESCRIPTION, TITLE SIGNATURE DATE SEE PAGE A-1 EAT 07-07-17 ISSUED FOR PERMIT SITE NAME- SEA-SKYDIVE d EAT 06-09-17 ISSUED FOR REVIEW SITE ADDRESS, 19004 SMOKEY PT BLVD ' q EAT 06-05-17 ISSUED FOR REVIEW ARLINGTON, WA 98223 ii"' EAT 05-08-17 ISSUED FOR NEW LAYOUT PROPERTY OWNER- TODD J. SPRINGER & CONSTRUCTION MANAGER ('`'' EAT)4-17-17 ISSUED FOR NEW LAYOUT CHRISTENA L. SPRINGER '', 1 EAT 02-24-17 ISSUED FOR REVIEW 19004 SMOKEY PT BLVD 1 EAT 02-01-17 ARLINGTON, WA 98223 ISSUED FOR PREUM REVIEW STRUCTURE OWNER- TOWERCO. IyYnd SI EAT 01-26-17 ISSUED FOR PRELIM REVIEW RE ENGINEER JURISDICTION- CITY OF ARLINGTON, WASHINGTON �27 REGISTERED 1 27 .7 EGIS�ECT` <�SITEPARCEL NUMBER• 31051700402200 qr�' �_/ZONING- HIGHWAY COMMERCIAL (HC) ,PI ��• TEOF OCCUPANCY- GROUP - U (UNOCCUPIED) REAL ESTATE BTATEOP ASHINGTON 0 CONSTRUCTION TYPE- V-B ~ LEASE AREA- 264 SQUARE FEET (PROPOSED) 1t>Jith St NE ,� '; 188th St NE- 1thS1NE m t a IMPERVIOUS AREA- 2450 SQUARE FEET (EXISTING) SHEET NAMEz 1',61b PI NE t A Fnglwi OFFICE COPY 0 SQUARE FEET (PROPOSE) SITE ACQUISITION m �,� 2450 SQUARE FEET (TOTAL) PROJECT DESCRIPTION. - NORTH TITLE SHEET THE SCOPE OF WORK INCLUDES: DRIVING DIRECTIONS FROM VERIZON WIRELESS (3245 158TH AVE SE. BELLEVUE WAS * INSTALLING ONE (1) LOW PROFILE ANTENNA PLATFORM 1) DEPART 3245 158TH AVE SE, BELLEVUE, WA 98008 ON 158TH AVE SE (SOUTH-WEST) 2) TURN INSTALLNG* INSTALLING EIGHLVE T EN12) NEW(18) NEWNRRUSAS PROPERTY OWNER RIGHT ONTO 1-90T) ONTO SE[MOUNTTANS TOTGATE WAY 3)SOUND GREE WAYRN 901� 5) AT) ONOEXIITT10,RTURN RIGHT ONTO RAMPAMP 4) TAKE RAMP �6) SHEET NUMBER * INSTALLING THREE (3) NEW SURGE PROTECTOR/OVP TAKE RAMP (RIGHT) ONTO 1-405 7) TAKE RAMP (RIGHT) ONTO 1-5 8) AT EXIT 206, TURN RIGHT T— * INSTALLING THREE (3) NEW RUNS OF HYBRID CABLE ON AN ONTO RAMP 9) TURN RIGHT (EAST) ONTO WA-531 [172ND ST NE1 10) TURN LEFT (NORTH) ONTO EXISTING 120'-0' HIGH MONOPOLE. SMOKEY POINT BLVD 11) ARRIVE 19004 SMOKEY POINT BLVD, ARLINGTON, WA 98223 * INSTALLING A NEW STEEL EQUIPMENT SKID AT GROUND LEVEL TOWER OWNER PROJECT NUMBER Received WITH THREE (3) CABINETS AND ONE (1) 20KW DIESEL STAND-BY GENERATOR WITHIN AN EXISTING FENCED COMPOUND. 20120844258 JUL 19 22011? FAA IN SA l y D LEGAL DESCRIPTION LATITUDE/LONGITUDE POSITION LEGEND THE SOUTH 98 FEET OF THE NORTH 645 FEET OF THE PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST COORDINATE DATA AT PROPOSED TOWER LOCATION: SUBJECT BOUNDARY LINE QUARTER OF SECTION 17, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., LYING WESTERLY OF STATE ROAD NO. 1. NAD 83 ve r i zo n I LAT- 48'10'08.34" N NAVD 88 - RIGHT-OF-WAY CENTERLINE SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. —RIGHT-OF-WAY LINE LONG - 122'11'17.68" W ELEV.= 117.3 FEET �- o --- - - ADJACENT BOUNDARY LINE o EASEMENTS ®CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT. BENCHMARK IS "SEDR" —SECTIONAL BREAKDOWN LINE �a THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE AV NGS CPS CORS STATION. Op OVERHEAD POWER LINE E ED SITE _ v bEPICTED ON THE PLAN. OTHER EASEMENTS AN IF ANY Y AFFECT T PROPERTY, ELE 169.1' ENTS OR ENCUMBRANCES, MAY HE PRO E TY BUT LACK p r� "" u BURIED POWER LINE A SUFFICIENT INFORMATION TO BE SHOWN. BJORNRO f G BURIED GAS LINE MEMORANDUM OF LEASE AGREEMENT WITH�.� NGROUPE, PER RECORDING N0. 280376, RECORDS� OF COUNTY DOCUMENT CONTAINS NO DESCRIPTION NOR PURPOSE,SE, NOT SHOWN. DT OVERHEAD TELEPHONE LINE MEMORANDUM OF LEASE AGREEMENT WITH NEW CINGULAR WIRELESS PCS, LLC FOR COMMUNICATIONS ELEVATION DERIVED USING CPS. ACCURACY ui BURIED TELEPHONE LINE MEETS OR EXCEEDS 1A STANDARDS FACILITY, PER RECORDING NO. 201409080147 AND ASSIGNMENT PER RECORDING NO. 201506250461, ON THE FAA ASAC INFORMATION SHEET DEFINED 91:003. V. vneir,c corxr...... RECORDS OF SNOHOMISH COUNTY- SHOWN. . BURIED WATER LINE I ss BURIED SANITARY SEWER TELEPHONE EASEMENT PER RECORDING NO. 398815, RECORDS OF SNOHOMISH COUNTY- DOCUMENT NOTES 5 �PiDO,p CONTAINS NO DESCRIPTION OF THE EASEMENT, NOT SHOWN. SD BGR.ED STORM DRAIN 1) TITLE REPORT ISSUED BY WATER AND SANITARY SEWER EASEMENT PER RECORDING NO. 9808060558, RECORDS OF SNOHOMISH COMPANY, ORDER NO.27 51925, DATEDA DITCH LINE/FLOW LINE OCTOBER 4,N TITLE — _ ROCK RETAINING WALL COUNTYQ A NORTHEASTERLY SIDE OF SMOKEY POINT ROAD, THEREFORE DOES NOT AFFECT NTAINS TWO EXHIBITS SHOWING THE SEWER AND TETHIS APROPERTY,INS ON ENOT 2) FIELD WORK CONDUCTED IN JULY, 2016. VEGETATION LINE m - z SHOWN. 3) BASIS OF BEARING: WASHINGTON STATE PLANE —o o -o CHAIN LINK FENCE a COORDINATE SYSTEM, NORTH ZONE (NAD83). CONDITIONS NOTES, EASEMENTS, ETC., PER RECORD OF SURVEY PER RECORDING N0. 200511165004, —� u WOOD FENCE w 7 RECORDS OF SNOHOMISH COUNTY - SURVEY CONTAINS NO ITEMS TO SHOW, NOT SHOWN. 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, � WERE DELINEATED FROM SURFACE.EVIDENCE AND/OR —• BARBED WIRE/WIRE FENCE TERMS AND PROSON PER DRAINAGE FACILITY MAINTENANCE COVENANT, PER RECORDING NO. UTILITY COMPANY RECORDS. CRITICAL LOCATIONS Qp TRANSFORMER TIRE HYDRANT g 200712280383, RECORDS OF SNOHOMISH COUNTY - DOCUMENT CONTAINS NO DESCRIPTION OF THE SHOULD BE VERIFIED PRIOR TO DESIGN AND 531 DRAINAGE FACILITY, NOT SHOWN. CONSTRUCTION. x( LIGHT STANDARD D4 GATE VALVE 5) FEMA DESIGNATION: ZONE 'X' (AREAS DETERMINED TO © POWER VAULT III WATER METER BE OUTSIDE 500-YEAR FLOODPLAIN), PANEL 391 OF 1575, FIRM MAP NUMBER 53061CO391E, EFFECTIVE ® UTILITY BOX JQ FIRE STAND PIPE VICINITY MAP DATE NOVEMBER 8, 1999. 0 UTILITY POLE ® IRRIGATION CONTROL. 0 NOT TO SCALE - s— POLE GUY WIRE O CATCH BASIN, TYPE I D U N C A NS O N \ M GAS VALVE ® CATCH BASIN, TYPE II \ 1 \ ® GAS METER �- SIGN CompanX Inc. TELEPHONE VAULT b BOLLARD 143ea,1 5(h trees,Suit,101 1 TES. MANHOLE o MAIL 13OX Phone 206244.4141 F 206.244.4455 C TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: \ 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL SITE I (AMSL) AND AREREFERENCED TO THE NAVD88 DATUM.TAX FARCE_ \ 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE I -- J/31057700¢02700 ABOVE GROUND LEVEL(AGL) AND ARE ACCURATE TO SEA SKYDIVE 9 rtW4 7/B9 \ - t 0.5 FEET OR t 1%OF TOTAL HEIGHT, WHICHEVER IS GREATER. 19004 SMOKEY POINT BLVD. ARLINGTON,WA 98223 BUILDING CREtE° T TREE LEGEND +COUNTY GON AgPHP•M' �� > DECIDUOUS TREE AL=ALDER THB DRAWNO WAS CREATED Forme ° - a CATCH BASIN MP=MAPLE ocAt�p reNOTToUBNE USE��IN wNOLWENT e�ai IN PART DS=DEC(SOLID LID) r AA --TRUNK DIAMETER (IN) MA=MADIROO AS Wmaur wR�A�LIENT. aN FROM DUNG OK=OAK f✓RDIS. INC. CH=CHERRY AN90N COMPANY, TYPE` N _ FLD. CREW: JW/KB 7jB7 / EVERGREEN;TREE' QF=DOUGLAS FIR CE=CEDAR FLD. BOOK: 414/07 v � � FCO eiocK wau \ 2�0 HE=HEMLOCK DRAWN BY: LAC S � ba DUMPSTER /. RpJEL m� 1982 EVG-EVERGREEN JOB : 99544.1375 _ ENCLOSURE G s ap DATE: 07/08/16 HEIGHT AGL IF MEASURED 11g? O i Up UT UP / \ O TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REVISIONS Q \ =---ui Up ?',�7� REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS POWER VAULT WERE APPROXIMATED A`3.5' TO 4' ABOVE GROUND LEVEL. DATE DESCRIPTION BY FOUND BAR&CAP — — — — — — TREES SHOWN ARE FOR REFFREGE ONLY AND OTHER 'LS19631" J l S897J'JO"E 235.17' \ �L TREES AND VEGETATION MAV EXIS'PAD . Z TRANSFORMS WEEDSIOEBRj5160 _. _ FOUND B(ILLEGIBLE) Q SITE INFORMATION TAX LOT ER 00402200 SITE ADDRESS 190G4 SMOKEY POINT BLVD. ECOAR_NGTON, WA 9$223 WALLS BLOCK SITE CONTACT\ w WALLS M K= O'CONNER PHONE LATITUDE/LONGITUDE ,�o ZONING NUMBER o - CONCRETE a 25�JC (C r' OF A.58 A .) POSITION Q of PA0 ORppTEL ^'� TOTAL LOT AREA 25,453r SF.(0.58 AC.) PROPOSED TOWER °f PROJECT AREA TO BE DETERMINED LOCATION -' o, g �s FAX PAHCFI. =' I I I I lib. f31051700402200 P 03/15/17 ADD TITLE INFO LAC 9 II 1 I I BUILDING $w SURVEY REFERENCERECORD J ,�6RIS g 11 `NEEOSIOE I I I 1111j \ $ �e RECORDS OFURVEY PER A.F. NO. 65004, SNOHOMISH COUNTY, WASHIN l � I GTON. q ,A �rs1� 120— 1zo PARCEL BOUNDARY \ BOUNDARY DISCLAIMER @4oNAL _ — FOUND LATH — 284.30' \ THIS PLAN DOES N07 REIRESENT A. BOUNOARY • 20 N8973'30"W SURVEY. SUBJECT A.NI7 ADJACENT PROPERTY LINES 3115117 ARE DEPICTED USING `IELD-FOUND EVIDENCE AND - - I \ RECORD INFORMATION. I - REBAR & CAP DRIP LINE "DCI CONTROL" FOUND BAR&CAP \ GRAPHIC SCALE CAUTION SHEET TITLE ELEV.=117.7 TAX PARCEL \ zo o 'o ao +o EXISTING SITE SURVEY ,y31051700404500 "LSi9631" UNDERGROUND UTLI1'ES EXIST IN AREA AND SEC 17,TWP 31 N,RING 5 E,WM I 35X70'AT&T UTILITY INFORMA ION SHOWN MAY B,- yCOMPLETE. LEASE AREA 4 \ \ (IN FEED STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE 1min=4o pi ONE-CALL L UTILITY R V�:L AT LEAST 17SHEET) HOURS BEFORE STARTING ANY CONS-RUCTION.B SHEET NUMBER SITE DETAIL \ 1-800-424-5555 SV1 CONTRACTOR NOTES- CIVIL NOTES METAL NOTES ELECTRICAL NOTES, THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE PART 1 - GENERAL INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. SPECIFICATION PROJECT SUMMARY. COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70,AND THE STATE LAWS, RULES AND CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR 1. SECTION INCLUDES: REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. S651-401, I.C.E.A. P81-670, & EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN FROM THE SITE AND DISPOSED OF LEGALLY. GROUTING UNDER BASE PLATES. LOCAL PUD. O ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR 2. SUBMITTALS: THE RESPONSIBILITY OF NOTIFYING (IN WRITING)THE ARCHITECT/ENGINEER OF ANY 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. FURNISHED BACK BOARD. CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN 3. QUALITY ASSURANCE UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. .- GENERAL NOTES' 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS PRIOR TO THE CRUSHED STONE APPLICATION. STRUCTURAL STEEL FOR BUILDINGS. COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS 8. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RCS, (OR PVC ENCASED BE "WIDE SWEEP"TYPE WITH A 2 IN N NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE STRUCTURAL ENGINEER LICENSED IN THE STATE. 8"x 18" RED CONCRETE DUCTBANK). FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED SUBGRADE AND BABE PREPARATION' PART 2 - PRODUCTS CONDUIT USED INDOORS SHALL BE E.M.T.,AND RIGID GALVANIZED STEEL FOR OUTDOORS. NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW 1. FOR SLAB-ON-GRADE CONSTRUCTION IT WILL BE NECESSARY TO OVEREXCAVATE THE 1, MATERIALS: FITTINGS ARE NOT PERMITTED. FOR ALL STUBS-UPS, USE RIGID GALVANIZED STEEL PRIOR THE SUBMISSION BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB CONDUIT. SITE ANDD FAMILIARIZE THEMSELVES SITE BY 2'-0"AND IMPORT AN APPROVED GRANULAR FILL. THE FILL SHALL BE WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY UNIT WEIGHT WITH A MOISTURE A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50 CONTENT WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE B. STRUCTURAL TUBING: ASTM A500, GRADE B WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM MODIFIED PROCTOR TEST ASTM D-1557.COMPACTION REQUIREMENTS APPLY TO C. PIPE: ASTM A53, TYPE E OR S, GRADE B WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE THAT THE PROJECT MAY R ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH ( ) NO SPLICES ALLOWED. BACKFILL FOR UTILITY TRENCHES AND FOUNDATION EXCAVATIONS WITHIN STRUCTURES, D. BOLTS, NUTS,AND WASHERS: ASTM A325 CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO DRIVEWAYS OR PARKING LOT AREAS. PROVIDE HDPE PULLING HAND HOLES AS NEEDED. , THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. E. ANCHOR BOLTS: ASTM A307 2. COMPACTION SHALL BE ACCOMPLISHED BY PLACING THE FILL IN SUCCESSIVE, F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH HORIZONTAL, APPROXIMATELY SIX- TO EIGHT-INCH LOOSE LIFTS AND MECHANICALLY MATERIALS BEING WELDED AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW, CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. G. GROUT: NON-SHRINK TYPE, PREMIXED COMPOUND GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. CONSISTING OF NONMETALLIC AGGREGATE, GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE-LUG COMPRESSION TYPE, 3 ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL SHALL BE CEMENT, WATER REDUCING AND PLASTICIZING ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT . THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE REMOVED FROM FLATWORK AREAS. ADDITIVES, CAPABLE OF DEVELOPING EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL CADWELD TYPE. CARE SHALL BE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, A MINIMUM COMPRESSIVE STRENGTH TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF 4. THE GROUND SURFACE SURROUNDING EXTERIOR STRUCTURES SHALL BE SLOPED TO OF 7000 psi AT 28 DAYS. GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS ET BE COATED WITH SEA- THE WORK UNDER THE CONTRACT. DRAIN AWAY IN ALL DIRECTIONS. ANTI-CORROSIVE AGENT SUCH AS "NO-OXYS, RS AND OR "PENETROX". VERIFY PRODUCT H. SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE 1, RED OXIDE WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO CONCRETE NOTES' I. TOUCH-UP PRIMER CONNECTIONS SHALL BE STAINLESS STEEL. SKYDIVE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE FOR GALV. SURFACES: ZINC RICH TYPE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301. A.C.I, 318 AND THE ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS (NEW BUILD CO-LO) SPECIFICATION CAST-IN-PLACE CONCRETE. 2. FABRICATION: LPS-3 OR AS PER NOTE 5 ABOVE. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. UNLESS NOTED OTHERWISE, ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT, WELDS SMOOTH. 19004 SMOKEY PT BLVD CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, AIR-ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 POUNDS DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND PER SQUARE INCH AT 28 DAYS. TYPE 1-II PORTLAND CEMENT WILL BE USED WITH A 3. FINISH: ARLINGTON, WA 98223 UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES MAXIMUM AGGREGATE SIZE OF 3/4"AND 6% ti% AIR ENTRAINMENT. ALL CONCRETE A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS. BEARING ON THE PERFORMANCE OF THE WORK. WILL HAVE A MAXIMUM WATER/CEMENT (W/C) RATIO OF 0.48. SP-1 TO SP-10 PROCEDURES. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 1/8" PER FOOT UNLESS NOTED OTHERWISE. PART 3 - EXECUTION ,�.<•a ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL 4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T,M. A515, GRADE 1. EXAMINATION AND PREPARATION: VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED ASSIST ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE j� EQUIPMENT SHELTER PACKAGE. IF OVER tOC, PROVIDE FUSIBLE 60, DEFORMED. VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. AC LE SERVICE ENTRANCE H� ACCESS. ERECTION SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. 1S PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, 2. ERECTION: SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONC. REINFORCEMENT" (A.C.I. UTILITY POINTS SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF REV 1986) A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID 315-80, . . CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR FRAMING IN ALIGNMENT UNTIL COMPLETION.OF ERECTION AND INSTALLATION PURPOSES ONLY. "`I)^,y� ,�y�'"J�,P CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. OF PERMANENT BRIDGING AND BRACING. -` 6. UNLESS OTHERWISE NOTED,ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / ASSOCIATES 318-95. DESIGN. MINOR MATERIALS REQUIREMENTS AND CONSTRUCT TO DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF UTILITY COMPANY ENGINEERING PLANS AND MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL 7. A CHAMFER OF 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN OF THE ARCHITECT/ENGINEER. 1sao1 4oTH OD, A 8U1TE3oa MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. ACCORDANCE WITH A.C.I. 301 SECTION 4.2.4 UNLESS OTHERWISE NOTED. ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), LYN PHONE: WA 98038 THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING D. AFTER ERECTION,TOUCH-UP WELDS,ABRASIONS, AND SURFACES NOT SHOP TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY PHOroE:(425)Tao-s392 IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON B. CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL, EQUIPMENT, AND PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECTION COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. FAX:(425)224-1614 COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE ELECTRICAL WORK TO ASSURE THAT ALL AFFECTED PIPES, CONDUITS INSERTS, ETC. ARE 05000,-METALS, PART 2 - PRODUCTS, H & I. SURFACES TO BE IN CONTACT WWW.CAMPASSOC.COM OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. IN PLACE AND VERIFIED BEFORE PLACING CONCRETE. WITH CONCRETE NOT INCLUDED. GROUNDING NOTES- 3. FIELD QUALITY CONTROL: CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD 9• CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE FOLLOWING FIELD INSPECTION OF MEMBERS CONNECTIONS WELDS AND TORQUING., 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND PROJECT MANAOER� LM , FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE UNLESS INDICATED OTHERWISE ON THE DRAWINGS: CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT -CONCRETE EXPOSED TO WEATHER IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY OR IN CONTACT WITH GROUND - 2 INCHES 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT NATURE. TELECOMMUNICATIONS WIRING COMPONENTS ACCESS TO EQUIPMENT IS NOT BLOCKED. PREPARED BY' EAT -CONCRETE CAST AGAINST EARTH- 3 INCHES (COAXIAL ANTENNA CABLE I 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS 10,COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO 1. GENERAL UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL INSTALLATION IN FIELD. THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. APPROVED BY' PN AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF 11.CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL/SLAB PENETRATIONS (PIPING, WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. 4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD), WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR CONDUIT,ETC.) POWER, TELCO AND COAX TO ENTER SITE UNDER EQUIPMENT SLAB. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT,MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE 5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR& EXTERIOR) SHALL BE FORMED DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE USING TWO (2) HIGH PRESS CRIMPS. DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS EAT 07-07-171SSUED FOR PERMIT THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & EAT 06-09-17 ISSUED FOR REVIEW DOCUMENTS. DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR, HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. EAT 06-05-17 ISSUED FOR REVIEW CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS Of 2. MATERIALS: 7.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT EAT 05-08-17 ISSUED FOR NEW LAYOUT CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. A. COAXIAL CABLE: MATERIAL. EAT 04-17-17 ISSUED FOR NEW LAYOUT 1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS EAT 02-24-171SSUED FOR RENEW VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS 8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE#2 AWG TIN PLATED COPPER UNLESS ANTENNA, COAX &ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. OTHERWISE INDICATED. EAT 02-01-171SSUED FOR PRELIM REVIEW WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN 3'-0" O.C. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EAT 01-26-17ISSUED FOR PRELIM REVIEW 8'- 10-FT. 9, GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5 EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE LONG (OR NOTED OTHERWISE ON PLANS / ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT ),AND SHALL BE DRIVEN VERTICALLY WITH LOCATION UNLESS OTHERWISE STATED. THEIR TOPS 18" BELOW FINAL GRADE OR 6"BELOW FROST LINE FOR MAXIMUM SPECIAL INSPECTIONS' DEPTH, 2. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8" 7727 SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 110 AND 1704 SHALL BE PERFORMED AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHAM BE 7/8". 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. REGISTERED (AS REQUIRED) BY A QUALIFIED TESTING AGENCY APPROVED BY THE 3. ANTENNA AND COAXIAL CABLE GROUNDING BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE ARCHITECT ARCHITECT/ENGINEER. INSPECTION AGENCY SHALL RETAINED BY HAUL NI OWNER OR THEIR RESPONSIBLE CHARGE. THE ARCHITECT, THE PROJECT A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON PERMITTED. TECT, ENGINEER OF RECORD, AND STRAIGHT RUNS OF COAXIAL CABLE NOT WITHIN BENDS 11. USE OF 90^ BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE BUILDING DEPARTMENT SHALL RECEIVE COPIES OF ALL INSPECTION AND TEST ( ) RESULTS. REFER TO DOCUMENTS FOR SPECIFIC INFORMATION. 4. COAXIAL CABLE IDENTIFICATION AVOIDED WHEN 45- BENDS CAN BE ADEQUATELY SUPPORTED. .STATE OF V#ASHINGTON ITEMS TO BE INSPECTED: ,`� A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE BELOW THE FROST LINE, 1. REINFORCED CONCRETE �� �. ,, �� ;ST FOLLOWING LOCATIONS: `. r✓i �\ 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM SHEET NAME 2. HIGH STRENGTH BOLTS (A325 OR EQUIVALENT) ;f ��' ���� 1. FIRST LOCATION IS AT THE END OF THE COAX NEAREST EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER 3. ADHESIVE ANCHORS �� ARE CONNECTED). 14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD 2. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER GALVANIZED SPRAY. NEAR THE WAVEGUIDE ENTRY PORT. 15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GENERAL NOTES B. USE ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. GROUNDING S. TESTING 16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) SHEET NUMBER PERFORM THE COAXIAL SWEEP TEST & REPORT. THE CONTRACTOR IS TO ^ PROVIDE CLIMBER / QUALIFIED PERSONNEL TO ASSIST IN ANY REPAIRS AND 17. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 WEATHERPROOFING ONCE THE TEST IS COMPLETE. THE CONTRACTOR IS TO OHMS. v PROVIDE VERIZON WIRELESS A MINIMIM OF 48 HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. 18. CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. 1 G ENE R A L NOTES PROD CT NU5BER \ a \ \ Call Toll Free .� 1-800-424-5555 ?T/777TT77TTlT/7TJTl77T \ 2 Working Days Before You Dig \ HTTP:WVVVV.CALL811.COM 02 192nd'ri i ,. \1 SITE -�o 188th St NE t88th St NE 1861h PI NE w TAX PARCEL IJ1051700402100 ZONING:HC �. SEA- m F'I NE z A SKYDIVE a "ICfiYRTH (NEW BUILD CO-LO) \ �/ICINITY MAP '< ' _,�,Nt 2 19004 SMOKEY PT BLVD (E) 12'-0"WIDE `' -K ARLINGTON, WA 98223 BULDM ACCESS & UTILITY, ✓ (E) TELCO DEMAR BUILDI EASEMENT, BY BUILD, TOWERCO. PARCEL 13-10-51700402200: U ON NO y .e. THE SOUTH 98 FEET OF THE NORTH 645 FEET OF THE PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, e I - /••^ TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., LYING WESTERLY OF STATE 5 POWE U ROUTE TO (N) ._. ° '. .;..;.;'.;.:•..•...:;•;. ® q OF (N) VERIZON WIRELESS (E) ECO BLOCK - / �• .'a ROAD NO. 1. (( VERIZON WIRELESS UTILITY ` ` \\®�� \ SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TO BE REMOVED N y \\ // 4 -FRAME t°S.: •. ..`.L. : . , (E) POWER VAULT (E) TRANSFORMER `• ON CONC. PAD .•!._::'•:..•': ':•: :.,:.. .. _..-- I T. ® \ r r 1 •.� • u..—P-. � CAMP-- ASSOCIATES 19401 40 H AVE.W.,SUITE 304 LYNNWOOD,WA 98038 - PHONE:(425 740-6392 \ -" 58973'30"E 235.1T \ FAX:(425))224-1614 `1 , ® WWW.CAMPASS00.COM PROJECT MANAGER- "'(N) VERIZON WIRELESS :' (E) HOUSE •EQUIPMENT SKID n 2\5'Np1P5 \ :� i p � - \ \ PREPARED BY-OR EAT ! '1 (E) OUT-BLDGS •�\ $ LEGAL DESCRIPTION 3 APPROVED BY- PN LEGEND TO ANTENNAS i 1 1 TAX PARCEL , \ 11 I31051700402200 (E) 120'-0' HIGH MONOPOLE, j EAT 07 07 17 ISSUED FOR REVIEW i 1 I J ZONING:HC \ EAT 06-09-17 ISSUED FOR REVIEW BY TOWERCO ! i I ;' BIDR!10 \ \ FXISTING NEW LAT: 48'10'08.34"NIA ! i z• EAT O6-05-171SSUED FOR REVIEW LONG: 122'11'17.68'W ! f� I �,I �� \ -SAS- SA T -SAS- EAT 05-08-17 ISSUED FOR NEW LAYOUT GRIND ELEV: 117.3' AMSL t i I .* „r...�•.,,.'.',,",..... ON POLBOARD \ EAT04-17-17 ISSUED FOR NEW LAYOUT SEWE FOR REV1EW 120 ! I I ~� _ \////// _WS WATER _W,..,- EAT 02-01-17 ISSUED FOR PRELIM REVIEW _ ✓ i MAIN r \ \ ANIEL�EVgA�T�IKT OIINS7 Lt. EAT 01-26-1715SUED FOR PRELIM REVIEW --_- STO ELEVATIONSURE 20 N897J'30"W - --`---- (E) 35'-0"x75'-O' FENCED ---- PR& R.O.tKITW INE COMPOUND, BY TO FENCED (N) LEASE AREA, BY - S A E 7727 ---'---'-- \ „ !� C FUTURE CARRIER _._.__._.__.- -� �-./ DRAINAGE � � REGISTERED TAX PARCEL O LIGHT STANDARD ARCHITECT I31051700404500 \ O- STREET LIGHT �• � � 1 ZONING: HC , 6 2•75 L SPOT ELEVATION TATE F ASHHINGTON CONTOUR -G-G- GAS MAIN -G-G- // Q MANHOLE QQ / Q CATCH BASIN SHEET NAME 0 FIRE HYDRANT � EASEMENT LINE - - - OVERALL FENCE — SITE PLAN --UE/UT-- BURIEDNE ILITY --UE/UT-- LI UTILITY POLE 0 OVERHEAD,UTILITY SHEET NUMBER -OE/OT- OE/pT- /,Z?�TITITI BUILDING _ i,.;... A_1 NORTH 1 OVERALL SITE PLAN 0 20 40 ec 4 LEGEND PROJECT UMBER SCALE•1•-20'-0.122•x34.1 1••40'-0•(11•x179 (E) POWER VAULT (E) PAD MOUNTED TRANSFORMER _____-U11_,__..—.—_ __ ..I _ UT UT ul Ilk -UP . LIP UPUp-__ ............._..._._Up -- p� - - - - - - - .._., e 11 - - - - - - - - - - - 2 (N) VERI ON WIRELESS _ _ _ _ _ _ _ _ _ _ _ _ _ U.G. POWE I FIBER ROUTE TURN-AROUND,G/ / \ // I • BY TOWERCO _ / \ A54. (N) VERIZON WIRELESS HIRFRAME I i INGRESS (E) 12'-0"WIDE SLIDING ACCESS GATE WITH EGRESS SIGNAGE, TYPICAL OF 2, v (E) VERIZON WIRELESS I BY TOWERCO I �. COMPOUND FLOOD LIGHT, T Y P I C A L 0 F BY TOWERCO O — — — -- — — — — — — — — — — — — — — — — — — — ' — — — — — — — — — — — — — — — — — I I II� _- __.... ...._ ---x_x ._-- '---x--- — b��—x— —x—x REMOVED x BLOCK TO BE x x x I 3 r- I v i SEA- 0 w i :� x I *0 ! i SKYDIVE o (2 (N) VERIZON WIRELESS I. I (NEW BUILD CO-LO) A-4. U.G. PWR/FIBER ROUTE I 19004 SMOKEY PT BLVD iI � ARLINGTON, WA 98223 9 (E) GRAVEL COMPOUND BY I I. TOWERCO i CAMP+TO OF TOWER TO OF TOWER j \ I ASSOCIATES i (E) 120'-0" HIGH MONOPOLE, BY TOWERCO >! 19401 40TH AVE.W.,SUITE 304 - LYNNWOOD,WA 98036 SEE A-2 FOR ANTENNA ' Co INFORMATION .I I PHONE: (425)(425)740 639 FAX614 W W W.CAMPASSOC.COM I I oao° I i 3 (N) VERIZON WIRELESS GPS ANTENNA o PROJECT MANAGER- LM m BRIDGE, TYPICAL OF 21 I (N) VERIZON WIRELESS I' o o 4 I MOUNTED TO (N) ICE -4• I I HYBRID CABLE ROUTE, (3 'I I f 1 "- I � RUNS OF(N) HYBRID CABLE) '�� ., ,- PREPARED BYE EAT x 0 i�7T///T/// o �W o I I w APPROVED BY- PN N L J ❑ a� - (N)VERIZON WIRELESSI w -4. 91-4"xi6'-0"STEEL °i a _ EQUIPMENT SKI W/20KW DIESE EAT 07-07-17 ISSUED FOR PERMIT w0 -4• STAND-BY GENERATO I I I /J EAT 06-09-17 ISSUED FOR REVIEW EAT 06-05-17 ISSUED FOR REVIEW EAT 05-08-17 ISSUED FOR NEW LAYOUT •� EAT 04-17-17 ISSUED FOR NEW LAYOUT EAT 02-24-17 ISSUED FOR REVIEW EAT 02-01-17 ISSUED FOR PRELIM REVIEW w EAT Ot-26-171SSUED MENT FOR PRELIM REVIEW of EQUIP SKID r <!7 REGISTERED 1 , ARCH] ECT 11 � I STAT NI OF ASHINGTON < I x JJJ w FENCED TELECOM COMPOUND WITH 6'-0' HIGH CHAIN-LINK FENCE, BY TOWER C6 I ,I SHEET NAME EQUIPMENT �l.LL Lam. COMPOUND PLAN ]x,"- x-.-..-.x ...x.._x.._...x—x—x— x x x_.x...... x ._ x...-_x`_i SHEET NUMBER I ....... .......-.--. FENCED COMPOUNDs.. . t - I __,....._... •........., __ .,. „.._b.._�..�,,.,��._ TO ADJACENT SLDG t a NORTH 1.1 1 EQUIPMENT COMPOUND PLAN i — - �` --— o e Is z PROJECT NLWER SCALE• 3/16• - 1'-0' (22x34), 3/32' - 1'-O' (11x17) 20120844256 E POWER VAULT E) PAD MOUNTE TRANSFORMER �.--U�ue -..._ �-4a 1 uFt1___ ., OF Q. Q I I I e (N) VERIYON WIRELESS I 7 �- FIBER ROUTE — — — — — — — — A-4. U.G. ) VE — — — — — — R P I (E) 25'-0"x12,_O.. — GRAVEL PARKING/ y / I ' •_ TURN-AROUND, ILm e5 IN)VERIZON WIRELESS I I BY TOWERCO — INGRESS UTILITY H-FRAME (E) 12'-0"WIDE SLIDING ACCESS GATE WITH EGRESS SIGNAGE,TYPICAL OF 2, (E)VERIZON WIRELESS I BY TOWERCO I �I COMPOUND FLOOD f I LIGHT.TYPICAL OF 4 II BY TOWERCO - - - - - - _ - f - - - - - - - - - - - II !� �,c connnaar,0 (E) ECO BLOCK TO BE I x x x— REMOVED I -- --L ..x--x._--yt=x>, —x—x-' 3 I SEA- 0 C_� II SKYDIVE o 2 (N) VERIZON WIRELESS j }I (NEW BUILD CO-LO) U.G. PWR/FIBER ROUTE I 13 19004 SMOKEY PT BLVD x ARLINGTON, WA 98223 II F (E) GRAVEL COMPOUND BYTOWERCO (� 26_O" C pAg, TO OF TOWER TO CL OF TOWER '-""" II ` j i ASSOCIATES I (E) 120'-0" HIGH MONOPOLE, ._ ! BY TOWERCO I ! 19401 40TH AVE.W.,SUITE 304 O O " - SEE A-2 FOR ANTENNA LYNNWOOD,WA 98036 I O INFORMATION i PHONE 25) :14 )740-6392 614 O I WWW.CAMPASSOC.COM 3 (N) VERIZON WIRELESS+ GPS ANTENNA i T a 4 MOUNTED TO (N) ICE PROJECT MANAGER LM BRIDGE,TYPICAL OF 2 I i (N) VERIZON WIRELESS o o HYBRID CABLE ROUTE, (3 RUNS OF (N) HYBRID CABLE) 1O o PREPARED BY- EAT 0 aS N i i APPROVED BYE — PN w - (N)VERIZON WIRELES I I -4. 9'-4"x16'-0 STEE I. I I EQUIPMENT SKI -- --j x EAT 07-07-17 ISSUED FOR PERMIT a W/20KW DIESE ( EAT 06-09-17 ISSUED FOR REVIEW -4' STAND-BY GENERATO w j ) EAT 06-05-17 ISSUED FOR REVIEW / EAT 05-08-17 ISSUED FOR NEW LAYOUT f EAT 04-17-17 ISSUED FOR NEW LAYOUT EAT 02-24-17 ISSUED fOR REVIEW 02-01-17 ISSUED FOR PRELIM REVIEW 0"T J EAT01-26-17ISSUED FOR PRELIM RENEW `ol I SKID EQUIPME N b,o I i a REGISTERED � i I ARCHITECT ''PAUL NIXON N I I ATATE OF WASHINGTON (E) 35'-O"x75'-0" FENCED TELECOM x ND WITH HIGH CHAIN-LINK FENCE, SHEET NAME BY TOWERCO I u I EQUIPMENT COMPOUND PLAN SHEET NUMBER �I -- -..�.. a...."-„-<. d--o->_...a--�.b--,_.FENCED_COMPOUND>._ �_<..J.i d_3,_.,_-•._ TO ADJACENT BLDG A 1.1 NORTH 1 EQUIPMENT COMPOUND PLAN �— —— -- _—— 0 a ,s 24 PROJECT NUMBER SCALE, 3/16' - 1'-O' (22x34), 3/32' - 1'-0' (11x17) 20120844256 GENERAL NOTES ANTENNA / COAX SCHEDULE PROVIDE: (1) NEW SURGE PROTECTOR/OVPS 3315 EACH SECTOR AT ANTENNA LEVEL (3 TOTAL) ANTENNA ANTENNA ANTENNA COAX COAX SECTOR ANTENNA TYPE 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING,AND ALL MOUNTING APPURTENANCES PROVED (1) NEW HYBRID CABLE RUN PER SECTOR (3 TOTAL) POSITION TIP HEIGHT SIZE AZIMUTH DOWNTILT NUMBER OF CABLE RUNS SIZE LENGTH WITH OWNER PRIOR TO ORDER. PROVIDE: (2) NEW RRUS-11 B13 UNITS FOR 700-LTE ANTENNA EACH SECTOR, (6 TOTAL) 2. THE MAXIMUM COAXIAL CABLE LENGTH HAS BEEN ESTIMATED WITH CORRESPONDING CABLE PROVIDE: (1) NEW RRUS-32 B66A UNITS FOR AWS-LTE ANTENNA EACH SECTOR, (3 TOTAL) i 1 (ALPHA) (N) 700-LTE 120'-0" 7'-8" 320' 0' DIAMETER ON THE TABLE ABOVE. THIS CABLE LENGTH IS APPROXIMATE AND IS TO BE USED FOR 2 1 (ALPHA) (N) PCS-LTE 120'-0" 7'-8" 320' 0' O CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTHS MAY VARY FROM ESTIMATED MAXIMUM LENGTH PROVIDE: (1) NEW RRUS-32 82 UNITS FOR PCS-LTE ANTENNA EACH SECTOR, (3 TOTAL) 1 (N) HYBRID CABLE SEE AND MUST BE VERIFIED. PROVIDE: (2) NEW RRUS-12 B5 UNITS FOR 850-LTE ANTENNA EACH SECTOR, (6 TOTAL) 3 1 (ALPHA) (N) PCS-LTE 120'-0" 7'-8" 320' 0' SHARED THIS SECTOR LEFT ±140' 3. TAG ALL MAIN CABLES AT TWO (2) LOCATIONS: PROVIDE: (3) NEW SURGE PROTECTOR/OVPS AT EQUIPMENT LEVEL, (WITHIN EQUIPMENT SKID) 0 A - AT ANTENNAS PROVIDE: RET CABLE FOR ALL ANTENNAS 4 1 (ALPHA) (N) AWS-LTE 120'-0" 7'-8" 320' 0' 8 - INSIDE EQUIPMENT SHELTER / CABINET NEAR THE WAVEGUIDE ENTRY PORT. 1 2 (BETA) (N) 700-LTE 120'-0" 7'-8" 80' 0' 4. EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS; ANTENNA PLATFORM, TOWER BASE (♦� AND BUILDING ENTRY PORT 2 2 (BETA) (N) PCS-LTE 120'-0" 7'-8" 80, 0' SEE 5. RET CONTROL FROM AWS/RRU (EA) SECTOR AND DAISY CHAIN WITHIN SECTOR. 3 2 (BETA) (N) PCS-LTE 120'-0" 7'-8" 80' 0' SHARED HYBRID SECTOR EFT t140' 4 2 (BETA) (N) AWS-LTE 120'-0" 7'-8" 80' 0' 1 3 (GAMMA) (N) 700-LTE 120'-0" 7'-8" 200' 0' 2 3 (GAMMA) (N) PCS-LTE 120'-0" 7'-8" 200' 0' i (N) HYBRID CABLE SEE ±140' 3 3 (GAMMA) (N) PCS-LTE 120'-0" 7'-8" 200, 0' SHARED THIS SECTOR LEFT 4 3 (GAMMA) (N) AWS-LTE 120'-0" 7'-8" 200' 0' •^ ^"^^•,^ SEA- SKYDIVE (NEW BUILD CO-LO) (N) VERIZON WIRELESS RRUS-12 85 STACKED, TYP. A24 19004 SMOKEY PT BLVD (2 PER SECTOR, 6 TOTAL) - 16" MINIMUM VERTICAL ARLINGTON, WA 98223 SEPARATION REQUIRED 6 (N)VERIZON WIRELESS -44 RRUS-32 82, TYP. (1 PER SECTOR, 3 TOTAL) RRUERIZON WIRELESS S , 3 'PC"r TYP. (2 PER SECTOR, TOTAL) - 16" MINIMUM '� •9 VERTICAL SEPARATION SECTOR 1 �3�3 REQUIRED oc (ALPHA SECTOR) �2 •. CAMP+ ASSOCIATES �y �1SN� g0' (N) VERIZON WIRELESS a� AZIMUTH 44 SURGE PROTECTOR/OVP, TYP. 19401 40TH AVE.W.,SUITE 304 N A_ (N) VERIZON WIRELESS ?0.� (1 PER SECTOR, 3 TOTAL) LYNNWOOD,WA 98036 2e , TYP. (4 PER y` PHONE:425)2 4-1614 0-6392 ANTENNA A-4. SECTOR TOTAL OF 12) q��'�' WWW.FAXCAMPASSOC.COM r�f�q \'F R 2 BETAOSECTOR) PROJECT MANAGER, LM �N1tP �e PREPARED BY• EaT YiN ELESS APPROVED BY, PN �\ ® RRUS-320BE RMOU TED O. QO ABOVE OVP, TYP. A64• (1 PER SECTOR, 3 TOTAL) pCS-LTy FAT07-07-17ISSUED FOR PERMIT 3 N��-80' AZIMUTH EAT 06-09-17 ISSUED FOR REVIEW I EAT 06-05-17 ISSUED FOR REVIEW Q (N) VERIZON WIRELESS e EAT OS-08-17 ISSUED FOR NEW LAYOUT LOW PROFILE ANTENNA 7 PLATFORM A'4• EAT 04-17-17 ISSUED FOR NEW LAYOUT EAT 02-24-17 ISSUED FOR RENEW (E)120'-0" HIGH MONOPOLE, EAT02-01-171SSUED FOR PRELIM REVIEW BY TOWERCO 14 EAT01-26-171SSUED FOR PREUM REVIEW �4 N�Agn �IMUTH iN REGISTERED C ECT A TAT WSGT ON N N SHEET NAME (N) VERIZON WIRELESS v 7� HYBRID 3 RUNS OF (N) HYBRID CABLE V, ANTENNA PLAN SECTOR 3 (GAMMA SECTOR) � SHEET NUMBER- NORTH 1 PROPOSED ANTENNA PLAN 0 z a PROJECT NUMBER SCALE, 1/2' - l'-0' (22x34), 1/4' - 1'-0' (11x17) 20120844256 (N) VERIZON WIRELESS 6 (N)VERIZON WIRELESS RRUS-32 B66A MOUNTED psq a (N)VERIZON WIRELESS (N)VERIZON WIRELESS 3 RRUS-32 82, TYR. (1 ABOVE OVP,TYR. A-4, PERUSECTOR?3 TOTALI RRUS-11 B13 STACKED,TYP. p_4_ PER SECTOR, 3 TOTAL) (1 PER SECTOR, 3TOTAL) ) (2 PER SECTOR, 6 TOTAL) - 16"MINIMUM VERTICAL SEPARATION REQUIRED 12 BWIRELESS(N) VERIZON WIRELESS 2 (RR VERIZON US-12 5 STACKED,2 - e RRUS-12 95 STACKED, (N)VERIZON WIRELESS 3 A-4. TYP (2 PER SECTOR, 6 (N) VERIZON WIRELESS 6 A-4' TYP. (2 PER SECTOR, 6 RRUS-11 B13 STACKED, TYR. A-4 TOTAL) - 16" MINIMUM (2 PER SECTOR, 6 TOTAL) TOTAL) - 16" MINIMUM RRUS-32 B66A MOUNTED O VERTICAL SEPARATION - 16" MINIMUM VERTICAL VERTICAL SEPARATION ABOVE OVP, REQUIRED SEPARATION REQUIRED REQUIRED (1 PER SECTOOR,R, 3 TOTAL) TOP OF(N) MONOPOLE & TOP OF (N) MONOPOLE & • TIP OF N VERIZON WIRELESS ANTENNAS___ TIP OF(N) VERIZON WIRELESS ANTENNAS ELEVATION: t 120'-0" ELEVATION: t 120'-0" (N)VERIZON WIRELESS (N)VERIZON WIRELESS ANTENNA, TYR. (4 PER p_q ANTENNA, TYR. (4 PER p_q (N)VERIZON WIRELESS SECTOR TOTAL OF 12) LOW VERIZON WIPROFILE RELESSSECTOR TOTAL OF 72) LOW PROFILE ANTENNA NNA PLATFORM W/SAFETY RAIL \ PLATFORM W/SAFETY RAIL (N) VERIZON WIRELESS q (N) VERIZON WIRELESS q *ELEVATION: OF F ANTENNAS BY OTHER CARRIER SURGE PROTECTOR OVP, TYP. TIP OF F ANTENNAS BY OTHER CARRIER__ �,�} / A-q' ELEVATION: A 109_AS_ SURGE PROTECTOR/OVP, TYR. A-4. Y ELEVATION: t 109'-0" (1 PER SECTOR, 3 TOTAL) (1 PER SECTOR, 3 TOTAL) NOTE: r NEW ANTENNAS, EQUIPMENT NOTE: & PLATFORM SHALL BE NEW ANTENNAS, EQUIPMENT PAINTED TO MATCH EXISTING FUTURE ANTENNA ARRAY, & PLATFORM SHALL BE SITE CONDITIONS. SEA— BY OTHER CARRIER,TYR. PAINTED MATCH EXISTING SITE CONDDITIONS. FUTURE ANTENNA ARRAY, SKYDIVE E BY OTHER CARRIER, TYR (NEW BUILD CO-LO) 19004 SMOKEY PT BLVD ARLINGTON, WA 98223 FUTURE MW ANTENNA, FUTURE MW ANTENNA, BY OTHER CARRIER, TYR. BY OTHER CARRIER, TYR. i III ( rC mP+ (E)120'-0" HIGH MONOPOLE, 7OCIATES i BY TOWERCO , 19401 40TH AVE,W„SUITE 304 LYNNWOOD,WA 98036 PHONE:(425)740-6392 FAX:(425)224A614 W W W.CAMPASSOC.COM (N) VERIZON WIRELESS PROJECT MANAGER LM HYBRID CABLE ROUTE INSIDE MONOPOLE, 3 / RUNS TOTAL s PREPARED BY EAT (E) 120'-0"HIGH MONOPOLE, (N)VERIZON WIRELESS jj'' I - HYBRID CABLE ROUTE BY TOWERCO (, APPROVED BY, PN INSIDE MONOPOLE, 3 (N)VERIZON WIRELESS RUNS TOTAL HYBRID CABLE ROUTE, (N) VERIZON WIRELESS r5 3 RUNS TOTAL UTILITY H-FRAME p-4. - NOT SHOWN THIS VIEW NOT 07-07-17 ISSUED FOR PERMIT 3 (N)VERIZON WIRELESS EAT 6-09-17 ISSUED FOR REVIEW _ N VERIZON WIRELESS _4 GPS ANTENNA,TYPICAL EAT 06-05-17 ISSUED FOR REVIEW OF 2, MOUNTED TO(N) _q 9'-4"x16'-0" STEEL 4 ICE BRIDGE _ EAT 05-08-17 ISSUED FOR NEW LAYOUT EQUIPMENT SKID WITH OUTDOOR RF EQUIPMENT, I -4. EAT 04-24-17 ISSUED FOR NEW LAYOUT -4. 20KW DIESEL POWERED STAND-BY GENERATOR & _ (N) VERIZON WIRELESS EAT 02-24-17 ISSUED FOR REVIEW '-4"xt6'-O"STEEL EAT02-01-171SSUED FOR PREUM REVIEW OTHER ANCILLARY -4' EOJ PMENT SKID WITH A EATOI-26-17ISSUED FOR PREUM REVIEW EQUIPMENT MSCOR RE EQUIPMENT, 3 O (E) COMPOUND FLOOD -4 20KW D ESEL POWERED (E) COMPOUND FLOOD eN VERIZON WIRELESS STAND-BY GENERATOR& LIGHT, BY TOWERCO, GPS ANTENNA,TYPICAL LIGHT, BY TOWERCO, OTHER ANCILLARY TYPICAL OF 4 OF 2, MOUNTED TO (N) TYPICAL OF 4 EQUIPMENT n27 REGISTERED ICE BRIDGE ARCHITECT (E) 6'-0" HIGH a /F_(N)VERIZON WIRELESS Se g UTILITY H-FRAME A-4.HA 'PAUL NIX ON FENCE W/3 +° E S'KANUS BARB WIRE& 2 E (E) 6'-0"HIGH CHAIN-LINK 6TATE OF INASHINGTON (N)ICE IZON WIRELESS — — — L'-0" WIDE SLIDING 4-7 2&3 — — - — — — — — a 4 ICE BRIDGE WITH 3 SATES WITH SIGNAGE:, A-4. A-5. / ! F4CE W'3 STkA':CS BARB RUNS OF (N) HYBRID — BY TOWERCO CABLE, NOT SHOWN W RE 8. 2 iz'- I WOE a `!V SATES WITH SIGNAGE, 4-7 2&3 THIS VIEW BY'CW-RCO A-4. A-5, I SHEET NAME EXISTING QRADFEXISTIN E ELEVATION: f 0-0 ELEVATION: t0-0 ELEVATIONS SHEET NUMBER A-3 1 PROPOSED SOUTH ELEVATION o e 1e 2 ,2 PROPOSED EAST ELEVATION 0 e ie z PROJECT NUMBER SCALE- 1/8' - 1'-O' (22x34), 1/16' - 1'-O' (llxl7) SCALE 1/8' - 1'-O' (22x34), 1/16' - l'-O' (ttxl7) In 20120844266 O N i SEA- NOT USED 2 NOT USED SKYDIVE 1 NOT TO SCALE (NEW BUILD CO-LO) 19004 SMOKEY PT BLVD NOTES WEATHER CAPS (TYP EA. ARLINGTON, WA 98223 CONNECT EACH SUPPORT LEG TO POST) SEE FENCING GROUND RUNS PER GROUNDING SPECS. DETAILS AND SPECS. — . U BOLTS ® EA. LEG - ALL STEEL PLATES BOLTS, PIPES OR OTHER COMPONENTS TO BE HOT ROLLED GALVANIZED AND 14 GA. CONFORM W/THE STANDARD FENCE ( (2" CHANNEL DEPTH) SPECS. GALV. STEEL GRUP STRUT gg SAFTEY GRATING ( A`' CABLE SUPPORT SPACING EVERY 3 0'OC lil ICI g GROUP STRUT TO TERMINATE 2" FROM VERTICAL PORTION OF THE 4 4 CAll7�{��7�l A—BOX AND 2"FROM THE NEAREST ' w PLANE OF TOWER CABLE EXCEPT a "GALV. STEEL PIPE ® I 0. ASSOCLI1'.;S ON MONOPOLES WHERE GROUP 4'-0" O.C. MAX STRUT SHALL E%TENDED TO COVER Z THE TOP UP OF THE PORTAL. 19401 40TH AVE.W.,SUITE 304 LYNNWOOD,WA 98036 -` WAVEGUIDE BRIDGE WILL BE U PHONE:(425)740-6392 SUPPLIED BY CONTRACT OR. q,_p„ O.C. _ FAX:425 224-1614 WWW.CAMPASSOC.COM _ % s � PROJECT MANAGER LM o I ? a � PREPARED BYE Ear APPROVED BY- PN 4 ICE BRIDGE DETAIL - 2 POST EAT 07-07-1715SUED FOR PERMIT NOT TO SCALE EAT 06-09-17 ISSUED FOR REVIEW EAT 6-05-17 ISSUED FOR REVIEW 3"0 GAi_V. STD EAT 05-08-171SSUED FOR NEW LAYOUT PIPE x 10'-0" ELEC. SERVICE ¢ 5.1- ¢ 5'-0" ENTRANCE W/ FUTURE CABINET EAT 04-17-17 ISSUED FOR NEW LAYOUT FUSIBLE EAT02-24-17 ISSUED FOR RENEW LEC. SERVICE DISCONNECT TELCO CABINET EAT 02-01-17 ISSUED FOR PRELIM RENEW l/ ENTRANCE W/ - -- -___ r=_ . Ilwj; FUSIBLE DISCONNECT r EAT 01-26-171SSUED FOR PRELIM REVIEW I I I I I I I I� II III i ----SAFETY BOX 3"0 GALV. STD '► I PIPE x 10'-0" _ . II IIIru-III�III,III II I r rL--IIPI IIII II- IIII JI I t �7727 REGISTERED TER E�^DIL J ARCHTECT U-BOLTED TO PIPE. SPACE AS RED. FOR PAUL NIXONAUTOMATIC L MOUNTING OF l TRANSFER SWITCH TE OF WASHINGT ON & LOAD CENTER EQUIPMENT CABINETS(Typ) L-___P1000 UNISTRUT (TYP) FINISHED GRADE SHEET NAMECROWN,TYP. _Dti,DUITS PER 1; I' III III DETAILS II II II I ! 12"0 x 5'-0" MIN. ( I DEEP CONC. FTG. I I - - - - I I I z" 0 x s^_o" MIN. SHEET NUMBER DEEP CONC.,. F'I'Q, A ��.O SIDE ELEVATION FRONT ELEV A ATION 3 NOT USED UTILITY RACK DETAIL PROJECT NUMBER NOT TO SCALE 20120844256 NOT TO SCALE EXISTING WALL GPS ANTENNA CLAM" UNISTRUT TYP. CLAMP, TYP. j 1 1/4" NOMINAL DIAMETER (1.66" O ACTUAL O.D.) X 2'-0" MAX. USE THIS SECTION 0 SCHEDULE 40 GALVANIZED STEEL UNDER PAVEMENT USE THIS SECTION MOUNTING PIPE (SEE NOTE 4) IN CASE OF OR VEHICLE UNDER GRASS / TRAFFIC AREA. OR LAWN AREA. GROUNDING KIT EMERGENCY ■i RESTORE SURFACE COARSE 0 #2 AWG, GROUND WIRE MATERIAL AND BASE COARSE CALL N'O.C.C• MATERIAL TO ORIGINAL CONDITION 1/2" DIA. COAX CABLE. 5" AFTER INSTALLATION OF UTILITIES. MIN. BENDING RADIUS 1-800-264-6620 NOTE: GRADE AND COMPACT TO 95%OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557, SURFACE TO INSTALL PER LEVEL. -'S MANUFACTURER SPECIFICATIONS AND FCC AND VERIZON WIRELESS NOT - GUIDELINES A 3/4" CRUSHED COARSE 1. LOCATIONION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES T"-"—AGGREGATE COMPACTED TO 95% EXCEEDING 25%OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. STANDARD PROCTOR. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR RETURN ORIGINAL MATERIAL TO (4)SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA 16 TRENCH, COMPACT TO 95% OF • �" III—L MAXIMUM DENSITY IN ACCORDANCE 3. THE WEIGHT OF THE ANTENNA MOUNT- 6.5 LBS. WITH ASTM D-1557 � °.•• o. .III—III 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED,PROVIDE GROUNDING WITH#2 AWG TINNED BARE SEA- COPPER WIRE EXOTHERMICALLY BONDED TO LOWER PART OF POST AND CONNECTED TO GROUND RING. PROVIDE PANDUIT UNDERGROUND NOT USED 3 1��P� ANTENNA MOUNTING DET. 4 N.O.C.C. SIGN SKYDIVE HAZARD TAPE "CAUTION- ie ELECTRICAL LINE BURIED BELOW" ENTIRE LENGTH OF THE CONDUIT NOT TO SCALE (NEW BUILD CO-LO) NOT TO SCALE SCALE due"'i:x.;'y.,,.n•.::;..., RUN. .::;�,r.:,.,T 19004 SMOKEY PT BLVD w!• �^?' ` SAND ARLINGTON, WA 98223 a ,;et; :!.,�;:•;'{?„. CONDUIT FOR NEW ELECTRICAL SERVICE, IF REQUIRED (SEE UTILITY AND SITE PLANS.) PROVIDE APPROVED PULL BOXES AS REQUIRED AND COORDINATE o INSTALLATION WITH ALL UTILITY A WARNING NOTICE NOTICE COMPANIES FOR INTERFACING AT I TERMINATION POINTS. PROVIDE _ ouIFREQU FOR ENVIRONMENTS IE ' - RADIO FREQUENCY ENVIRONMENTS 1 FULL LENGTH PULL ROPES (TYP.) A All P._° 0-m N.R°le m_m Ile—0®.oIld� c QQ°�� CONDUIT FOR NEW FIBER SERVICE, ® Al p°n°R,uN eM kv the M.—t o uufl a IF REQUIRED (SEE UTILITY AND SITE CAMP-F PLANS.) PROVIDE APPROVED PULL AA(w) � ® obey u paAroa NpmBOXES AS REQUIRED AND `� "°�^°•°^TM^^°°�°°°�"° ASSOCIATES COORDINATE INSTALLATION WITH ALL UTILITY COMPANIES FOR a A.r«a,.atb`N oR unemea ADtxy°wwe ena ae°du eppraphtA INTERFACING AT TERMINATION bnm�NtlxA POINTS. PROVIDE FULL LENGTH -- -- 19401 40THOD, A SUITE 304 ® MYRUIn nii,Km 3 re°t d°v.nap hpn at enle,naN LVNNWOOD,WA 96036 BEYOND THIS POINT: RADIO FREQUENCY BEYOND THIS NOTE, PHONE:(425)740-6392 PULL ROPES (TYP.) RADIO FREQUENCY FIELDS AT THIS NOTE: POINT MAY EXCEED THE FCC ® D°tat•tap n n,m or uma.WA FAX:(425)224-1614 INSTALL PER SITE EXCEED THE FCC RULES FOR INSTALL PER W W W.CAMPASSOC.COM HUMAN EXPOSURE. MANUFACTURER GENERAL PUBLIC EXPOSURE LIMIT MANUFACTURER Q uw p1naW RF ANNna°°ACE rMYN A°r rtlann SPECIFICATIONS AND FCC SPECIFICATIONS AND FCC OBEY ALL POSTED SIGNS AND SUE GUIDELINES AND VERIZON WIRELESS ® Nmr apx.t.o-.naAanpre KnNw,°eNeltl°at.tlN nat°.I opatnm NOTE: FAILURETO CBEVALLPoS SIGNEANGAITE AND VERIZON WIRELESS FOR WORKING IN RADIO FREQUENCY GUIDELINES ® C°n°t°psutu b°°°emtl°n ema,Ev r, BACK MATERIAL SHOULD BE GOIDEUNECPoRWORKNN3INRADKIFRE ENCY GUIDELINES ENVIRONMENTS .wp°.°t raa. PROJECT MANAGER, LM SUITABLE MATERIAL FREE OF ENVIRGNMENTB GGULG Rf9ULTIN EERKKI9INJURY. 71111111111111 ORGANIC WITHOUT ANY ROCK —_-- GREATER THAN 4" IN SIZE IN THE ow(Esw,AAowr«Eou.Na...Issols.,a.R,' °�si u o o�s.waFREaaEw.EUIssIONs.,uRau"..R.K•Aw.n GREATEST DIMENSION. PREPARED BY, EAT APPROVED BY- PN 1 Y TILITY CONDUIT TRENCHING 5 RF WARNING SIGN 6 RF WARNING SIGN 7 RF NOTICE SIGN EAT07-07-17 ISSUED FOR PERMIT T TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE EAT 06-09-17 ISSUED FOR REVIEW EAT 06-05-17 ISSUED FOR REVIEW EAT 05-08-17 ISSUED FOR NEW LAYOUT EAT 04-17-17 ISSUED FOR NEW LAYOUT EAT 02-24-17 ISSUED FOR REVIEW EAT 02-01-171SSUED FOR PRELIM REVIEW EATOI-26-17 JSSUED FOR PRELIM REVIEW �27 REGISTERED 1 , ARCHITECT l UL INS 1 , ,6TATE OF ASHINGTON SHEET NAME DETAILS SHEET NUMBER A-4.1 8 NOT USED PROJECT NUMBER NOT TO SCALE 20120844256 16,-0" EQUIPMENT UIPMENT SKID IS OWNER FURNISHED, CONTRACTOR INSTALLED (O.F.C.I.) 2. ALL MEASUREMENTS SHALL BE VERIFIED WITH PREFABRICATED SKID FABRICATOR SHADED ROOF SHOP DRAWING PRIOR TO ANY (OPTION) CONSTRUCTION WORK OR COORDINATION. 3. CONTRACTOR TO USE EXOTHERMIC WELD AT ALL GROUND TAILS FROM BUILDING O TO GROUND RING, SEE ALSO SEE SHEET A-4.3 FOR GROUNDING PLAN. a GENERATOR DETAILS - 0 CHAN" CHARLES CHARLEB N jlp w CABNICT CABINET CABINETa p g RIOR NEC c N LLEED LIGHTING CLEARANCE I TYPICAL OF 4 ZONE h DEBK LC ` RR0 RIAI R!B RlEp 3" FOLD-UP STEP - ---- FOLD-UP STEP SEA- FRONT 7 EQUIPMENT SKID PLAN (PREFABRICATED) ELEVATION - SKYDIVE 1 SCALE• NOT TO SCALE SCALE- NOT TO SCALE (NEW BUILD CO-LO) 16'-0• 19004 SMOKEY PT BLVD 3'-8" ARLINGTON, WA 98223 g'-q" SHADED ROOF SHADED ROOF SHADED ROOF (OPTION) (OPTION) (OPTION) oc CAMP-F- ASSOCIATES 19401 40TH AVE.W.,SUITE 304 LYNNWOOD,WA 98036 M O H 0 0 PHONE:425)740-6392 FAX:(425)2241814 W W W.CAMPASSOC.COM PROJECT MANIAQER LM PREPARED BY- EAT 00 00 00 O O 00 00 O y\ APPROVED BY- FOLD-UP STEP \ �� 3 LEFT ELEVATION 4 REAR ELEVATION ��'ll 5 RIGHT ELEVATION EAT 07-07-17 ISSUED FOR PERMIT SCALE NOT TO SCALE SCALE, NOT TO SCALE SCALE. NOT TO SCALE EAT 06-09-17 ISSUED FOR REVIEW 2" EAT 06-05-17 ISSUED FOR REVIEW EAT 05-08-17 ISSUED FOR NEW LAYOUT +VERIFY EAT 04-17-17 ISSUED FOR NEW LAYOUT EAT 02-24-17 ISSUED FOR REVIEW 3$•z 614•FL NGE EAT 020117 ISSUED FOR PRELIM RENEW EAT 01-26-171SSUED FOR PRELIM REVIEW ATTACH SKID TO PIEW/(2 �•AGALVANIZm rr A625 TN+u BOLTBEIJJ�A38 THREPDED ROD W/ L5z5A.ri'-0• ¢PIESMPSON SET-XP OR HILTI HY 200 EOKY W/ SKID WIDE FLANGE Z27 6"EMBED B BASE BY uFRREGISTERED ARCHI ECT N-S �'YWUL I L'EYEUNc ceoln TATE OF ASHINGTON 10 FINISHEDaiadA1151 • PERT MFR PLATE SECTION A-A A��E ANGE !DmRRUPsa6 acSHEET NAME PROVIDEADDG"GOCL �RRUPS O 2.OC AT EQUIPMENT SKID AFRO NED PIE DETAILS 2'-0•0 CONCRETE PIE SHEET NUMBER SECTION B-B EA-4.2 PRSKID ATTACHMENT DETAIL AT CORNER PIER PROJECT 7 'SCALE- NOT TO SCALE 20120844258 LIFT OFF SERVICE VERIZON WIRELESS FUEL TANK NOTES DIESEL STORAGE NOTES- PANEL AND DOOR VERIZON WIRELESS FUEL TANKS WITH SECONDARY DIESEL STORAGE NOTES LATCH W/ PADLOCK RADIATOR/ CONTAINMENT (211 GALLON UL#142 LISTED DOUBLE WALL SECONDARY CONTAINMENT TANK) HASP 1.2"0 LIFTING EYE (4) EXHAUST GENERAC FUEL TANKS ARE REGISTERED WITH U.L. TO 1. DIESEL FUEL 1S A CLASS II COMBUSTIBLE LIQUID O BATTERY 12 VOLT (ROOF TOP MUST BE DISCHARGE MEET OR EXCEED U.L. 142 RATING FUEL TANK BASE NEGATIVE GROUND REMOVED TO ACCESS CONSTRUCTION: 2. VISIBLE HAZARD IDENTIFICATION SIGNS AS SPECIFIED IN 2015 WASHINGTON FIRE CODE LIFTING EYES) SHALL BE PLACED.ON STATIONARY ABOVE GROUND TANKS AND AT ENTRANCES TO 0 •. BE CONSTRUCTED IN ACCORDANCE WITH LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED, DISPENSED, USED, OR • UNDERWRITERS LABORATORIES STANDARD UL-142 HANDLED. SIGNS SHALL BE PROVIDED AT SPECIFIC ENTRANCES AND LOCATIONS BE CONSTRLC-ED IN ACCORDANCE WTH FLAMMABLE DESIGNATED BY THE FIRE CHIEF. SEE DETAILS #1, #2,AND #3 THIS SHEET .- 1 6d CONTROL PANEL & BATTERY AND COMBUSTIBLE LIQUID CODE. NFPA 30. THE ® CHARGER ENCLOSED WITHIN STANDARD FCR INSTALLATION AND USE OF 3. IN ADDITION TO THE HAZARD IDENTIFICATION SIGNS REQUIRED BY 2015 WASHINGTON W STATIONARY COMBUSTIBLE ENG,N= AND GAS FIRE CODE, ADDITIONAL HAZARD IDENTIFICATION AND WARNING SIGNS SHALL BE Q _ .I ,r"�; TURBINES, NFPA 37,AND THE STANDARD FOR PROVIDED AS FOLLOWS: EMERGENCY AND STANDBY POWER SYSTEMS, NFPA CIRCUIT BREAKER 110 A.STATIONARY CONTAINERS AND TANKS SHALL BE PLACARDED WITH HAZARDOUS I - INCLUDE REINFORCED STEEL BOX CHANNEL FOR IDENTIFICATION SIGNS AS SPECIFIED IN 2015 WASHINGTON FIRE CODE FOR THE Ip` DC CUSTOMER I (, GENERATOR SJPPORT,WITH LOAD RATING OF 5,000 SPECIFIC MATERIAL CONTAINED. Q '1,x s CONNECTION p, ".` LBS PER GEN-SET MOUNTING HOLE LOCATION. B.SIGNS PROHIBITING SMOKING SHALL BE PROVIDED IN THE FOLLOWING • FULL HEIGHT GUSSETS SHALL BE PROVIDED AT SITUATIONS: REAR STUB-UP GEN-SET MOUNTING HOLES. ® COVER ' BE SHIPPED WITH A CERTIFICATE OF a.IN ROOMS OR AREAS WHERE HAZARDOUS MATERIALS ARE STORED, HIGH VOLTAGE STRUCTURAL/MECHANICAL INTEGRITY, CERTIFYING DISPENSED, OR USED IN OPEN SYSTEMS IN ACCORDANCE WITH 2O15 CUSTOMER o O THAT IT HAS MET STANDARDS THROUGH RIGOROUS WASHINGTON FIRE CODE. CONNECTION TESTING AND HAS DEMONSi RATED SPECIFIED a Cownow rm, FUEL FILTER CAPABILITIES. b.WITHIN 25 FEET OF OUTDOOR STORAGE, DISPENSING, OR OPEN USE AREAS, � SIGNS SHALL NOT BE OBSCURED OR REMOVED. SIGNS SHALL BZ IN FUEL FILL SUB BASE TANK TESTING: ENGLISH AS A PRIMARY LANGUAGE OR IN SYMBOLS ALLOWED IN THIS CODE. SIGNS SHALL BE ALUMINUM WITH RED 3" LETTERS WITH 1/2" COOLANT OVERFLOW PRIMARY TANK AND SECONDARY CONTAINMENT BASIN STROKE IN ACCORDANCE WITH RECOGNIZED STANDARDS. TANK SECTIONS SHALL BE BE PRESSURIZED AT 5 PSI AND LOW VOLTAGE LEAK-CHECKED TO ENSURE INTEGRITY OF SUB BASE WELD 4. SPECIAL.FIRE EXTINGUISHER SHALL BE PROVIDED AS DETERMINED BY THE FIRE CHIEF. OIL FILTER LEFT VIEW FORK LIFT POCKETS CUSTOMER REAR VIEW - SEAMS PER UL-142 STANDARDS 5. SPILL CONTROL AND SECONDARY CONTAINMENT SHALL BE PROVIDED IN ACCORDANCE SEA- (SERVICE SIDE) CONNECTION (SHOWN WITH STUB-UP) FUEL CONTAINMENT BASIN (WHEN REQUIRED).: WITH 2O15 WASHINGTON CODE. SKYDIVE SUB BASE TANK SHALL INCLUDE A WELDED STEEL 6. STYLE: (NEW BUILD CO-LOI CONTAINMENT BASIS, SIZED AT A MINIMUM OF 125% OF WARNING SIGNS SHALL BE OF ALUMINUM WITH RED LETTERING ON A WHITE RADIATOR FILL CAP THE TANK CAPACITY TO PREVENT ESCAPE OF FUEL INTO BACKGROUND AND SHALL READ, "DANGER-FLAMMABLE LIQUIDS". LETTERS SHALL NOT Non THE ENVIRONMENT IN THE EVENT OF A TANK PUNCTURE BE LESS THAN 3 INCHES IN HEIGHT AND 1/2 INCH IN STROKE. 19004 SMOKEY PT BLVD IFAK DETECTION SYSTEM 7. NORMAL AND EMERGENCY VENTING FOR UNPROTECTED ABOVE GROUND TANKS SHALL BE ARLINGTON, WA 98223 ,"t s PROVIDED IN ACCORDANCE WITH 2O15 WASHINGTON FIRE CODE. BLOCK HEATER -iflf A FUEL CONTAINMENT BASIN LEAK DETECTOR 1S SUPPLIED _ g. FLAME ARRESTORS? AND WIRED FOR ALARM CONDITION VISIBLE FROM GENERATOR CONTROL PANEL. A REMOTE ALARM IS ALSO APPROVED FLAME ARRESTORS OR PRESSURE VACUUM BREATHER VALVES SHALL BE PROVIDED FOR REMOTE MONITORING. INSTALLED IN NORMAL VENTS. ° SUB BASE TANK VENTING 9. SECONDARY CONTAINMENT: s PROTECTED ABOVE GROUND TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT, € NORMAL AND EMERGENCY VENTING: NORMAL AND DRAINAGE CONTROL OR DIKING IN ACCORDANCE WITH 2O15 WASHINGTON FIRE CODE. §1 rn 3E6 CHAIN DOWN EMERGENCY VENTING SHALL BE SIZED PER UL-142 ®®®®®� 324E HOLES (4) SPECIFICATION FOR WETTED SURFACE AREA OF TANK. c . . ®®®®® WIN®®®®®® L IFTING EYES C P+ EXHAUST MUFFLER . ENCLOSED WITHIN :IATES GENERATOR ENCLOSURE NOTES: g$ m MANUFACTURERS SPECS- 1. REFERENCE MANUFACTURER BASE DRAWING: 19401 40TH AVE.W.,SUITE 304 w 10000000489 LYNNW000,WA 98036 PHONE:(425)740-6392 MANUFACTURER GENERAC 2. WEIGHT INCLUDES THE GENERATOR SET(WET), FAX:(425)224-1614 5.0" 38.0 "Z DIMENSION 48"(L) x 36"(W) x 84"(H) ENCLOSURE, SILENCER AND TANK (NO FUEL) WWW.CAMPASSOC.COM 36.0E POWER STANDBY KW (HZ) 20 (60) 3. VERIZON WIRELESS SHALL UTILIZE ALL INTERNATIONAL FIRE CODE (IFC) FUEL CONTAINMENT MEASURES SUCH 48.0"" FUEL DIESEL (92 GALLON TANK) AS ENGINE FLUID CONTAINMENT, ALARMS ON ALL PROJECT MANAGER LM OVERALL WIDTH Hif GENERATOR LIQUIDS, AND DOUBLE WALL FUEL TANKS TOTAL WEIGHT 1400 LEIS 4. GENERATOR MUST BE SCHEDULED TO COMPLETE NOISE DATA LEVEL (1) SOUND ENCLOSURE MAINTENANCE OPERAT'ON DJRNG DAYTIME HOURS. RIGHT VIEW FRONT VIEW TOP VIEW 65 DBA 0 23 FT. PREPARED BY EAT l (SHOWN WITH ROOF TOP REMOVED) APPROVED BYE PN 6 GENERAC SDC20 20KW GENERATOR DETAILS W/ LEVEL 1 SOUND ENCLOSURE EAT 07-07-17 ISSUED FOR PERMIT NOT TO SCALE EAT 06-09-17 ISSUED FOR REVIEW EAT 06-05-17 ISSUED FOR RENEW EAT 05-88-17 ISSUED FOR NEW LAYOUT EAT 04-17-17 ISSUED FOR NEW LAYOUT EAT 02-24-17 ISSUED FOR RENEW STAINLESS STEEL #8 STAINLESS STEEL #8 EAT 02-01-17 ISSUED FOR PREUM REVIEW HEX HEAD DRILLER HEX HEAD DRILLER —STAINLESS EEL pg EATOI-26-17ISSUED FOR PRELIM REVIEW (TYPICAL.FOR 4) (TYPICAL FOR DRILLER HEX 9ESS ER i� RED REQUIRED (TYPICAL FOR 4) BACKGROUND BLUE REQUIRED �� BACKGROUND YELLOW REQUIRED 1 REGISTERED BACKGROUND O ARCHITECT 2 DANGER Q ��PAUL NIXON STATE OF WASHINGTON 1 o FLAMMABLE NO LIQUIDS SMOKING SHEET NAME 3" HIGH BLACK 0 0 O SIGNAGE WHITE REQUIRE LETTERING W/A 0 O GENERATOR BACKGROUND MIN. 1/2" STROKE 3" HIGH RED SIGNAGE 3" HIGH RED SIGNAGE DETAILS NFPA 704 DIAMON LETTERING W/ A MIN. 1/2" LETTERING W/A MIN. 1/2" PLACARD STROKE STROKE WHITE ALUMINUM WHITE ALUMINUM SHEET NUMBER SIGN SIGN A-4.3 1 SIGNAGE DETAIL 2 SIGNAGE DETAIL SIGNAGE DETAIL In T USED NOT USED PROJECT NUMBER 3 4 5 20120844258 NOT TO SCALENOT TO SCALEO SCALE NOT TO SCALE NOTES: PIPE MOUNT 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER 4 5 ANTENNA MOUNTING BRACKET AND THE UPPER NOTES: POLE ADAPTER BRACKET. SECURE USING 1/2 INCH 1) MOUNTING HARDWARE INCLUDED WITH UNIT '✓ GENERAL NOTES; 5 6 7 HARDWARE PROVIDED. (REUSE FROM SXK 125 0245/1) POLE MOUNT BRACKET 2. TO S THE DEGREE OF DOWNTILT,ALIGN THE 2) EQUIPMENT INFORMATION OBTAINED FROM PER EQUIPMENT MFR. ET 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, 4 DESIRED HOLES ON THE SCISSOR BRACKETS AND MANUFACTURERS PRODUCT DATA SHEET, SUBJECT TO SPEC. REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS,ALL PUBLIC AND SECURE USING 5/16 INCH HARDWARE PROVIDED. CHANGE. CONTRACTOR TO VERIFY. O MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 3. THE NUMBER OF CONNECTORS WILL VARY BASED 3 ON ANTENNA TYPE. 2, THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE OPTIONAL DOWNTILT CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL BRACKET DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING -O° 2 RRUS NOTE: THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE 1. RRU MOUNTED NEAR ANTENNAS. NOTE: WEIGHT OF UNIT - DOCUMENTS. 2>fi"0 STD. STEEL PIPE 2. CONTRACTOR TO VERIFY WITH IS 51 LBS (VERIFY) REMOTE RADIO 3. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF OR LARGER (TYP.) MANUFACTURER SPEC's FOR MOUNTING UNIT (RRUS-11)DETAILS. CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 3. RRU DETAIL AS SHOWN AS A REFERENCE PANEL ANTENNA (TYP) AND IS SUBJECT TO CHANGE. 4. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA, 4. PLATFORM SHOWN AS TYPICAL. VERIFY COAX &ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. ACTUAL CONDITIONS IN FIELD. 5. RET CONTROL FROM AWS/RRU (EA) SECTOR AND DAISY CHAIN WITHIN SECTOR. 5 PARTS: 17'O MOUNTING PIPE ITEM QN DESCRIPTION OWER 4 6 1 2 X 1 HEX HEAD BOLT PLAN VIEW 1 6 BRACKET.EOWNTILT,LNTENNA MOUNTING PIPE 4 1 BRACKET, DOWNTILT, POLE 7.2„ g SPLITWASHERMOUNTING HARDWARE 10 6 2 5 i6 X 1 HEX HEAD BOLT INCLUDED 9 2 5 16 SPLIT WASHER B 4 1 2"THREADED ROD z �sFs SEA- 9 12 1/2"1S2- NUT RRUS-11 MOUNTED a 1 GENERAL NOTES 2 ANTENNA MOUNTING HARDWARE TO MOUNTING PIPE �y ,:::.. SKYDIVE NOT TO SCALE (NEW BUILD CO-LO) REMOTE RADIO UNIT (RRUS-11) 19004 SMOKEY PT BLVD ARLINGTON, WA 98223 CNUT W/1¢"PLIT WASHER o ISOMETRIC VIEW / REMOTE RADIO UNIT(RRUS-11) ROD ALL THREAD rl .25" FRONT SIDE SIDE FRONT CAMP+ MOUNTING PIPE RRUS-11 MOUNTING DETAIL ASSOCIATES 15.73" 3 RAYCAP DC SURGE 3 NOT TO SCALE 19401 40 AVE.W.,SUITE 304 PROTECTOR/OVP UNIT LYNNWOOD,WA MOUNTED ON SECTOR 6 PHONE:(425)740-6392 FAX:(425)224-1614 ®0®° STANDOFF PARTS LIST WWW.CAMPASSOC.COM ITEM OTY PART NO. PART DESCRIPTION LENGTH NIT WT. NET WT. o®.0. 1 - PROJECT MANAGER, LM 2 66 G58LW WA 0.03 1.72 0. NOTE: WEIGHT OF UNIT 0 4 118 G58R`�24 x 4 H A E 325 H ROD EX NUH . 0.55 9.88 BOTTOM IS 32 LBS 5 is G58R-48 x a H EA E H 55 Ea PREPARED BY EAr 6 4 A55234 x - G 32 H 4 �n 0.3 8.53 7 24 A58FW A 5 LA ASH 0.03 0.82 4 8 36 X-UB1306 1 - X U- L H 0.73 26.34 9 254 G12rw 0.03 8.99 APPROVED BY, PN ISOMETRIC VIEW - 10 252 G12LW KWA 0.01 3,5 1 11 252 G12NUT H 0.07 18.03 1 , 12 P3096 - X ch Glvamzed i e 46.4 57.43 RAYCAP 3315 OVP DETAIL NOT USED 5 - ,3 4a X-LIB,300 117... % 3 % 5 X 2 U-BQLT HDG. 0.73 35.12 I 14 3 P3174 -1 4 4 AL I 174 in 228.9 329.90 4 5 15 3 X-SV196L - LONG PLATFORM WELDMENT 228.7 686.27 EAT 07-07-17 ISSUED FOR PERMIT ' B 16 3 P2174 1 S H AL ANI I 174 In 55.75 167.24 EAT 06-09-17 ISSUED FOR REVIEW NOT TO SCALE NOT TO SCALE 17 12 SCX2 CROSSOVER PLATE 7 in 4.60 57.56 EAT 06-05-17 ISSUED FOR REVIEW 18 36 X-U 1212 - % - % - L 0.73 26.34 19 15 S X4 CROSSOVER PLATE 8 �n 6.02 90.32 EAT 05-08-17 ISSUED FOR NEW LAYOUT 7.0" 12.06" A 20 6 GS NU H N 0,13 0,78 15 1 6 X-2 4 P TF RM EINFORC M NT KIT AN LE 84 in , .,00 EAT 04-17-17 ISSUED FOR NEW LAYOUT 1)MOUNTING HARDWARE INCLUDED WITH UNIT MOUNTING PIPE I 2 6 -2 9 I- K F EIN OR EM NT KI 1 .55 i. 7 EAT 02_24-17 ISSUED FOR REVIEW D 3 23 6 G5802 5 8 x 2 HOG HEX BOLT GRS 027 1.62 FAT 02-01-171SSUED FOR PRELIM REVIEW (REUSE FROM SXK 1MA ON OBTAINED 24 12 G12065 1 2 x 5-1/2-HUG HEX BOLT GR5 FULL THREAD 6 1 2 in 0,41 4.91 2) EQUIPMENT INFORMATION OBTAINED FROM 2 25 3 X-AHCP ANGLE HANDRAIL CORNER PLATE 12.92 38.76 EAT 01-26-17 ISSUED FOR PRELIM REVIEW MANUFACTURERS PRODUCT DATA SHEET, SUBJECT 7 TO CHANGE. CONTRACTOR TO VERIFY. MOUNTING HARDWARE 0 0 TOTAL WT 2810.05 INCLUDED 1 6 2 � \ 7727 2 REGISTERED g 2 IMPORTANT NOTES: ARCHI ECT RRUS NOTE: ` 1. PRODUCT DATA OBTAINED FROM PUBLISHED 1. RRU MOUNTED NEAR ANTENNAS. MANUFACTURER DATA SHEETS AND IS SUBJECT TO 2. CONTRACTOR TO VERIFY WITH I 2 I CHANGE. CONTRACTOR TO VERIFY INFORMATION PRIOR UL NI MANUFACTURER SPEC's FOR MOUNTING REMOTE RADIO 2 - - TO ORDERING. TATE OF ASHINGTON DETAILS. I UNIT (RRUS-32) a, 9 2 5 3 2. THIS DRAWING, INCLUDING RELATED PARTS, DESIGNS 3. RRU DETAIL AS SHOWN AS A REFERENCE REMOTE RADIO / 2 x2 2 AND SPECIFICATIONS, IS THE EXCLUSIVE PROPERTY AND TI SUBJECT TO CHANGE. UNIT RRU-32 N 1 3 x2 7 PURPOSE OF SPECIFYING AND DEPICTING SITE PRO 1 4. MOUNTING SHOWN AS TYPICAL. VERIFY ( ) I I I 1 �- 6 OF SITE PRO 1 INC. AND PROVIDED SOLELY FOR THE ACTUAL CONDITIONS IN FIELD. , 2 I 9 2 DETAIL B PARTS ON PROPOSAL DRAWINGS, BIDS AND SITE SHEET NAME 2 PLANS. ANY OTHER USE OF THESE MATERIALS IS 9 2 EXPRESSLY PROHIBITED. NOTE: WEIGHT OF UNIT 11 2 9 \\\ 1 DETAILS IS 51 LBS (VERIFY) 9 2 I 19 x2 x2 \ �/ 2 EngFwhg Am°t°.Ga SHEET NUMBER L- ----� -'� DETAIL D PR(J -a°ae°t",,T=iaie aPl°+°M .„aA Sd'...GR A-4.4 DETAIL A DETAIL C A"°Im°"`!°°'""°" 10 D0e'T` 6 SIDE FRONT RRUS-32 MOUNTING DETAIL SITE PRO RMQP-4096-HK LOW PROFILE PLATFORM PROJECT NUMBER 7 20120844258 NOT TO SCALE NOT TO SCALE PIPE MOUNT NOTES: 1) MOUNTING HARDWARE INCLUDED WITH UNIT POLE MOUNT BRACKET (REUSE FROM SXK 125 0245/1) PER EQUIPMENT MFR. 2) EQUIPMENT INFORMATION OBTAINED FROM SPEC. MANUFACTURERS PRODUCT DATA SHEET, SUBJECT T CHANGE, CONTRACTOR TO VERIFY. O RRUS NOTE: N 1. RRU MOUNTED NEAR ANTENNAS. NOTE: WEIGHT OF UNIT 2. CONTRACTOR TO VERIFY WITH IS 50 LBS (VERIFY) REMOTE RADIO MANUFACTURER SPEC's FOR MOUNTING DETAILS. UNIT(RRUS-12) 3. RRU DETAIL AS SHOWN AS A REFERENCE AND IS SUBJECT TO CHANGE. 4. PLATFORM SHOWN AS TYPICAL. VERIFY ACTUAL CONDITIONS IN FIELD. 11 18.5" MOUNTING PIPE '�, PLAN VIEW MOUNTING PIPE MOUNTING HARDWARE INCLUDED ZF RRUS-12 MOUNTED S E A TO MOUNTING PIPE ^� SKYDIVE (NEW BUILD CO-LO) REMOTE RADIO UNIT (RRUS-12) d. 6 19004 SMOKEY PT BLVD I I ARLINGTON, WA 98223 REMOTE RADIO UNIT (RRUS-12) ISOMETRIC VIEW �\_Y2' NUT W/Yi" o SIDE SPLIT WASHER FRONT \�:J1e-0 ALL THREAD CAMP+ RRUS-12 MOUNTING DETAIL ROD 2 ASSOCIATES NOT TO SCALE 19401 40TH AVE.W.,SUITE 304 LYNNWOOD,WA 98036 PHONE:(425)740-6392 FAX:(425)224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER M PREPARED BY- EAT APPROVED BY- IN EAT 07-07-17 ISSUED FOR PERMIT EAT 06-09-17 ISSUED FOR REVIEW EAT 06-05-17 ISSUED FOR REVIEW EAT 05-08-17 ISSUED FOR NEW LAYOUT EAT 04-17-17 ISSUED FOR NEW LAYOUT EAT 02-24-17 ISSUED FOR REVIEW EAT 02-01-171SSUED FOR PREUM REVIEW EAT 01-26-17 ISSUED FOR PRELIM REVIEW �' REGISTERED 1 ARCHI ECT �UL I TATE OF ASHINGTON SHEET NAME DETAILS SHEET NUMBER A-4.5 NOT USED NOT USED PROJECT NUMBER 1 NOT TO SCALE 3 NOT TO SCALE 201208"258 BATTERY REQUIREMENTS NON-RECOMBANT BATTERIES RECOMBANT BATTERIES PROJECT BATTERY SYSTEM DATA REOUIREMENT8 MOODIEBLEM NICK-OAD VALVE REWLA Lirka.kON O ACID BATTSFMW DFCdi BATTERIES LEAD ACV MGI BA"ERE'S BATTERIES BATTERY TYPE VALVE REGULATED LEAD ACID (VRLA) BAEETv CAM WA VIA YES WA teoezzl NO. OF BATTERIES 12 - --- -- COMMENTS: EACH CELL IS PROVIDED WITH ASELF—SEALING ONE—WAY VALVE TO BATTERY S C&D TECHNOLOGIES RELIEVE EXCESS PRESSURE THAT MAY DEVELOP MANUFACTURER MAODEIEET WAY WA WA t000 WA MODEL NUMBER TEL12-18OF COMMENTS:THE POWER/BATTERY CABINET IS PROVIDED WITH A 'PULSAR DIMENSIONS 22.01" D x4.95"W x 12.60 H CONTROLLER'. THE CONTROLLERS PROVE CONTROL AND ALARM MONITORING FUNCTIONS OVER COMMUNICATIONS INTERFACES THAT INTERCONNECT SYSTEM WEIGHT 131 LEIS PER BATTERY. PERIPHERALS, INCLUDING BATTERIES. THERMAL RUNWAY PROTECTION IS ACCOMPLISHED THROUGH BATTERY MANAGEMENT AND TEMPERATURE COMPENSATED NO OF CELLS PER UN11 SPECIFIC GRAVITY LEAD WGT PER CELI ELECTROLYTE WIEGHT PURE SULFURIC ELECTROLYTE VOLUME ELECTROLYTE VOLUME CHARGING THAT AUTOMATICALLY INCREASES AT LOW TEMPERATURE, AND DECREASES (LBS) PER CELL (LBS) ACID WEIGHT (LBS) PER CELL (GAL) TOTAL(GAL) AT HIGH TEMPERATURE. REFER TO DETAIL 3/A-5 6 1.320 15 4.6 1.9 0.4 57.6• SPILL CONTROL WA VIA e�OB3 VIA BATTERY REPLACEMENT NOTE: COMMENTS: SPILL CONTROL NOT REQUIRED. BATTERIES ARE VALVE REGULATED c «•.o....r• SHELF MOUNTED WITHIN CSA/UL, TYPE 3R RATED, SELF—CONTAINED ENCLOSURE CABINET WITH ENVIRONMENTAL LEAD ACID TYPE (VRLA). THE ELECTROLYTE IS'.IMMOBILIZED BY ABSORBENT GLASS CONTROLS MAT (AGM) SEPARATORS. V� *12 x 6 x 0.4 = 76.8 GAL NEUTRALIZATION WAy VIA COMMENTS: NEUTRALIZATION PILLOWS OR SOCKS AS MANUFACTURED FOR SUCH PURPOSES SHALL BE EMPLOYED AND PLACED AT THE INTERIOR BASE OR SE wH_ PERIMETER OF ENCLOSURE AS PER NEUTRALIZATION DEVICE MANUFACTURERS RECOMMENDATION. VENTILATION WA WA „g,,,. � WA SKYDIVE COMMENTS: CONTINUOUS VENTILATION SHALL BE PROVIDED AT A RATE OF NOT (NEW BUILD CO-LO) LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT (1FT/MIN/FT2) 1110NABE WA I WA Iro e11 I VIA 19004 SMOKEY PT BLVD COMMENTS: CODE SPECIFIED BATTERY ROOM SAFETY SIGNAGE, HAZARDOUS ARLINGTON, WA 9822.3 MATERIAL SIGNAGE (4 DIAMOND) AND THERMAL RUNAWAY PROCEDURE SIGNAGE SHALL ALL BE CLEARLY POSTED IN ALL BATTERY AREAS SEISMIC PROTECTION I WA I WA 1 y0, 1 WA COMMENTS: BATTERY STORAGE ENCLOSURE CABINETS AND ANCHORAGE ARE DESIGNED TO EXCEED ALL IBC CODE REQUIRED SEISMIC FORCES FOR SITE SPECIFIC INSTALLATIONS. i� awn DETECTION I WA WA NO= WA COMMENTS: N/A OUTDOOR APPLICATION NOTE: CODE REFERENCES ARE TO 2015 INTERNATIONAL FIRE CODE FOR A STATIONARY STORAGE BATTERY SYSTEMS. A P ASSOCIATES y BATTERY INFORMATION ,94D, 40TH AVE.W.,SUITE 304 NOT TO SCALE LYNNWOOD,WA98036 PHONE:(425)740-6392 FAX.(425)224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER• LM PREPARED BY- APPROVED BY- EAT 07-07-17 ISSUED FOR PERMIT �( EAT 06-09-17 ISSUED FOR REVIEW M EAT 06-05-17 ISSUED FOR REVIEW EAT 05-08-17 ISSUED FOR NEW LAYOUT CORROSIVE LIQUIDS Thermal F Procedure Posing EAT 04-17-17 ISSUED FOR NEW LAYOUT WEAR Attedeent rd A A to to Thermal Runaway procedure j PROTECTIVE EQUIPMENT Ear o2-24-n ISSUED FOR REVIEW Handing Overheating Batteries or Thermal Runaway in Verson Wireless EAT 02-01-17 ISSUED FOR PRELIM REVIEW O (A copy of this page sbal be laminated or place In a plastic sheet protector end postal in al battery area. IEATIOI-26-171ISSUED FOR PRELIM REVIEW n 1 you ancoomw batteries too hot to touch or that make hissing or whistling noises hors their ventr There is is a two or smoke 7 27 REGISTERED Tr E the fire alarms ere going ;1 ARCH17ECT • E there is a strong rotten egg a(Hydrogm sulfide)odor NOTE: INSTALL PER Irportant, Take no action that could produce a spark and ignite akbome hydrogen ! MANUFACTURER L FtALL NIXON SPECIFICATIONS AND FCC E you encounter batteries too hot to touch but there is no smoke ant d is safe to remain in facility. STATE OF VYASHINGTON d mm AND VERIZON WIRELESS CORROSIVE LIQUIDS GUIDELINES cal for help WEAR meats ventilation in battery area PROTECTIVE EQUIPMENT Reduce Serge=ad either by turning off enough rectifiera so that the load barely is covered or by nwerkp the float voltage inaee.cooiq in tie battery area a possbls SHEET NAME • H there is a VS or other hazardous situation ad the Environmental Hotline at 1-80"M-7900 Do not overYeact to battery emergencies. Burning batteries release potentiaty,lethal conceritrabwue of toxic gasses w other dwwals and should be handed by trained First Responders Fre Department)with BATTERY INFO appropriate Protective do ti w and Self Cordated Breathing Apparatus 1SCBA1 _.- AND SIGNAGE SHEET NUMBER A-5 CORROSIVE LIQUIDS SIGN THERMAL RUNAWAY PROCEDURE NOT USED NOT USED PROJECT NUMBER 2 NOT TO SCALE 3 NOT TO SCALE 4 NOT TO SCALE .5 NOT TO SCALE 20120844258 Product � FIE 1 f f+�dUCf (JE'CIf1CGtiUt1S COMMSCI.•. SPECIFICATIONS m - /_-- -- Ampere Hour CaDaciry t t 7 Voas Der Cell @ 77'F(25'C) —. oREw- tAa. r Andrewa Solutions _ _. ,.J r �: r rx nib RBA84-36 ?AJ RBA84 3G,Power and BaNery Cabinet J J r I r�•� CE F. Dom' IIIbVI 'raa.,l4EFir. ''..a .� N P.Em;no a , Pw°"`""' I ! 'I..`'T ronl c rc r ..,... I 1 hong;:r �rrG I �,� _.. FRONT 's ACCESS" A� CC CC '. conm ha-+.v irns n 4n A���IJVa operating opE,I >C. �• --_ � _ `' w tNp Temperature RMq Dlacnerga 40'F(40'C)lo.160'F I]I' -- L.d wens I •� Cqm nmehuh emPerreatbn Charge-'0 F(-23'Ctm.1a0'F(67 C)C) ewm- - �,' ,,h,;p <. ,...,' • Inal ppersrmp TempaaWre Rarrga -74'F 127 C)m.BO'F(2TC) 5,hq�, \,' " �" �"��` • P —,led Mulm al Chargl p C,{s Ampe-(40 1A M TELI2-IBOF:M SA for TEL12.16OF: I T I r S cp.It U." Fw) n 35.3A 1p rELun6o a let av a,n Ing Voltage iJr 38VDC siege par 2V • ,.E•T , �' i.Y ..e n. ..r.,...�,.1 1 \y7_� I _ F .. �. T E 3 6 "., FJoa Cnarg � d L Near—AC Ripple(Charger) 0 V%RNS 1,k P?09.1 Cargo vaag9 rewhm-kyo b,W suns, `/ !yi ft TRUE Performance-100,c out of box capacity ratings at Installation Mil'wr ge oew.l4-s RMS t4%P-P)l.re.�u�— c 20 bL d TRUE Front Access Terminals•ensuring reliability&connection versatility •--^�` TRUE Ngh Energy Density-highest flue energy density solution in the market S•m Discharge Salary can he a oral up to 6 manna ae n'F 125'c1l efm.a fnvv,:hg ?eye s renu rrd 8—lia al.red a•l—W-m greaur man 77'F TRUE Long life design-Telo3rdia SR-4228 industry leading 13 year service life (25 c1 wI re,-reCaq wane mar•belts,.:amend a:lower Lti,:,lraT, Commscope Pon R ' - - TRUE Seismic System-highest capacity energy storage system seismic NEES tested i-1-1atarel.e«C&D apieem 41.7272,Sall-0—ge and Meenloy .tx- 7500133:�h I t. --or•y r-' TRUE Ftexibil;ry,muttiple models to tit each customers unique power system demands comra+o.aota la. 1l hcl• tzv a E4ua A i.L, 1^_CA�)atoa, 1091EP824 PRODUCT LINE EXTENSION TO lls•cherg•aM cyal. u4o tou6ov eaaaq par r:i a A•F(25-c) SEA k dLca:rawcx2•r -r...cmp,e.•rr m'tr• .aara.aonaq C&D TEL VALVE REGULATED LEAD ACID(VRLA)BATTERY SERIES - FEATURES&BENEFITS conhahrorla vid d 1;4-20uNCW4 SKYDIVE :.1"'. T•metnal.bw•rr•d-Intin•an t Tnroadi l copier eioy—1 tam:rul L eccnnl . . APPLICATIONS L s^°',:,ra^aMa.g"]a+eoa.aa •AasOrbeMeaaaNal(AGM.)t«rmorngrfor (NEW BUILD CO-LO) Acde Ery rCnr"<"'>f ed e.Leed.9 13 ywam service..+e Ofi ,l gas recOnisina:bn 90Y.pus. Terminal HaNware 110 in 4.(12 4 N-m) • Wirelim, Tes•ed.M oua R�eo ay 70. .M Fiame•arreserg,orisway pesaure-halal Initial Tory..: Wireless meet s8a22a recaeemanx aemaaaley anc'wptae. 19004 SMOKEY PT BLVD True Fmrt A—m,aecad oappe,saoy Compos w.0 UL 1778.924,190 and Pal Numbr CLEI Coa• CPR ARLIN13TON, WA 9B223 • Customer Premise I PBX v»m W reoxed N V malrrun•rce erM A.866290P74.IEC4963. a." -• •eeaM eefe•Y. TEL 12-16CPW PBVBCIOFRA 2123!2 N • Broadband TermnA—,i f NL+ag[gneM eO,ganent TNperd4 Pen Mumhas TEL1:16CF PDNBB'CFRA 212304 ti-«.P dwnoaaF j.nc rlc rl9^i Microwave Repealer read„gewm O•,ms Rmg• Mu"...—c,b•ease ol:e"uhon TEL12•,BCF PBNBDIOF'RA 212]!4 arm malnunarcu - Fiber Optic Re(len Sites Reduces aaaaspx9 dnrng ngner enarsv•Orray_n a.da,e or min Not reslnpM 1p er vm+l»r-eompma aaq:rasons wv IATAICAD BXebl Prov eon AE] r.a,• .,i INDOOWOUTDOOR •Renrorese Iwrdln for wx or msmucm Not reavead a saelergLmnapq•• INSTALLATIONS ;au66ed.r on-a,a dpn mamha vlh t •Imrvalo rnta -I design —W1.D(7T-CFRTle49N.1 AlrrahreXeirGpxly merell—Capeoltyl0 Muimun Dhma • Cabinet Systems maumchgeh.ryy deniuh—dreg 171.189, Nour Rate 47TSIE'd N,.,R41•$6&T120'CI OiacNrye Shan Cacul ImgOarxe 60 ox,nM e�ao+fusam-M aCnalog). 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DIMENSIONS RBA84 36,Power and Ba en <I '°'eM1 Y w a PROJECT MANAGER Ls Do�- -Z�;a y4-:o.. j6•I -- 1.nr- r y4- - o w o / 0 0 0 • _L PREPARED BY, FAT 0 0 o f s o 0 O a 6 mn) y APPROVED BY• PN 320't6t3 O g(19m _a 2a 160'(408 men) -.., rr Y169m mi a• I..._; Saaails2mn, _ _ — Rlar falNnal rheum np hoNS(s)- F -_._y {0 ... T o.,.r. EAT 07-07-17 ISSUED FOR PERMIT nm t I I I l E - 'EE EE Ep a r. FAT 06-09-17 ISSUED FOR REVIEW Resr rcranal nrountmg lmlee(=, I I 1 I I '� E E E Nine't—ofar 1we mar imereal i 1 i I lit 'Y o FAT 06-OS-17 ISSUED FOR REVIEW mpumrrg hclaa.[ gat in regions or npn gclopcol insmlw,ry i i � � � j � aa � L. �—r � �e� I -r—� e� FAT OS-OB-17 ISSUED FOR NEW LAYOUT n ML12 160F&TEL1246OF TEL12.160FW x 2s'(s]mml I�I I I l A y1 n 9 FAT 04-17-171SSUED FOR NEW LAYOUT Front aaerl»I mnupiy holes(5)- i i i i -'m) I FAT 02-24-17 ISSUED FOR REVIEW I i i 1 1 r____.�- � Lti4l mm, men,_ men c i r . : s i rt FAT 02-01-17 ISSUED FOR PRELIM REVIEW 2 r4 s'(lto men)- 2r 100'(2514 here)' _. -� (,•� f.t ie Fall Poo f ss t- "(13 m-1 •eew..e..,r,,�m+.i w«, .,., .,...o:.e,.m-e^+.e•...e»....., -Ti ', .,• FAT Ot 26 171SSUED FOR PRELIM REVIEW .,<:;;...,h„ _-•- TOn'tlwmmi •�.aama>.�r.,mw�,,:. e„n. �..� m -- - 7727 REGISTERED 1 �,�,,�a,/�A HCHI ECT CONSTANT CURRENT RATINGS-AMPERES @ 77-F(25•C) /UeP'AUL NI n,F� 3a TATE OF�SHINGTON .17 66 amv , IELR-16ffW I AF-tlC' SHEET NAME Too ViewL12166 BATTERY INFO 3 l Front h11211CF SHEET NUMBER Door /', F 40.7(1033 mm1 St.S'It1�5 mm1 , A-5.1 PROJECT NUMBER 20120844258 .. . CD •.. www.cdtttnno Ocm 1. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BF COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE OF WASHINGTON LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC 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. A 2. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS, MOUNT ON SIDE OF OWNER FURNISHED BACK BOARD. O 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, 225 A. BUS 200 A. MAIN CIRCUIT BREAKER TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON 0 MANUFACTURER. COUPLINGS SHALL BE SUP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP" 2pg / 120 VOLT, 1 PHASE, 3 WIRE TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR 10000 AMPERE PANEL SHORT CIRCUIT RATING PVC ENCASED IN 8NI8" RED CONCRETE DUCTBANK). 4. CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. PANEL TYPE: INTERSECT COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW PANEL MOUNTING: SURFACE FITTINGS ARE NOT PERMITTED. FOR ALL STUBS-UPS, USE RIGID GALVANIZED STEEL CONDUIT. NOTE: PANEL PROVIDED WITH EQUIPMENT SKID NEMA 3R ENCLOSURE 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. DESCRIPTION TOTAL BREAKER CCT PH CCT BREAKER TOTAL DESCRIPTION PROVIDE HOPE PULLING HAND HOLES AS NEEDED. VA A P A P VA RECTIFIER 1500 25 / 1 A 2 25 1500 RECTIFIER 6. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING 1500 /2 3 B 4 /2 1500 - AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE RECTIFIER 1500 25 / 5 A 6 25 / 1500 RECTIFIER GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE-LUG COMPRESSION TYPE. 1500 /2 7 8 8 /2 1500 - ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT RECTIFIER 1500 25 / 9 A 10 25 / 1500 RECTIFIER EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE 7500 /2 11 8 12 /2 1500 - TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE RECTIFIER 1500 25 / 13 A 14 25 / 1500 RECTIFIER GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH 1500 /2 15 B 16 /2 1500 - --- ANTI-CORROSIVE AGENT SUCH AS "NO-OXY", "NOAOLX" OR "PENETROX". VERIFY SPARE 20 / 17 A 18 20 /1 400 LTG PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON /2 19 B 20 20 /1 180 RECEPT-EXT GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. SEA- 2SPARE 20 / 21 A 22 20 /1 180 TELE RECEPT / 23 B 24 20 /1 1200 BLOCK HTR 7. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS SKYDIVE 25 A 26 20 /1 500 BATTERY CHARGER LPS-3 OR AS PER NOTE 6 ABOVE. SPACE / 27 B 28 20 / 1 SPARE SPACE / / SPACE 8.ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, SPACE / Y9 A 30 DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. (NEW BUILD CO-LOT PANEL LOADING SUMMARY LOAD TYPE CONNECTED POWER LOAD NEC CALCULATED LOAD FACTOR KVA FACTOR LOAD 9. CONTRACTOR TO ENSURE TLC PROVIDED WITH (2) INTERNAL NSS. 19004 SMOKEY PT BLVD LIGHTING 10. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND ARLINGTON, WA 98223 INCANDESCENT 0.4 KW O 1 %= 0.4 O 100-%= 0. KVA 95%= 0.0 O 100"% 0.00 KVA UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO FLUORESCENT 0.0 KW® 95 = AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC RECEPTACLES FIRST 10 KW 0.4 KW @ 100%= 0.4 O 100-%= 0.4 KVA ROW. REMAINDER 0.0 KW® 100%= 0.0 O 50%= 0.0 KVA 11. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE MOTORS PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 1OKAIC, PROVIDE FUSIBLE SERVICE LARGEST 0.0 KW® 80%= 0.0 O 125%- 0.0 KVA FEEDER SCHEDULE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. REMAINDER 0.0 KW® 80%= 0.0 O 1DO-%= 0.0 KVA 12, UTILITY POINTS OF SERVICE AND WORK/ MATERIALS SHOWN ARE BASED UPON OTHER 25.7 KW O 100%- 25.7 O 100"%= 25.7 KVA 7O(33/0)2"C PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID TOTAL 28.5 KW 26.5 KVA 26.6 KVA O(3 #3/0 & 1#6G) 2"C PURPOSES ONLY. MINIMUM PANEL AMPACITY 111 AMPERES 13, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK ('�n jf,/��� PHASE A 13.1 KW PANEL A-B 98% PHASE 0 C PROVIDED WITH EQUIPMENT SKID / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS saga PHASE"B" 13.4 KW POWER BALANCE AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, ASSOCIATES FACTOR 100% ®1 #4CU PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT(IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY 19401 40TH AVE.W.,SUITE 304 ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. ALL CONDUCTORS SHALL BE COPPER LYNNWOOD,WA 98036 60OV. RATED WITH THHN INSULATION GENERAL NOTES PHONE:(425)740-6392 FAX:(425)224-1614 W W W.CAMPASSOC.COM PROJECT MANAQER LM ABBREVIATIONS AWG AMERICAN WIRE GAUGE IMC INTERMEDIATE METALLIC PREPARED BYE EAT BCW BARE COPPER WIRE CONDUIT DWG DRAWING 20 KW STAND-B(GENERATOR MOB MASTER GROUND BAR APPROVED BY- 20 PERSONAL COMMUNICATION PN PROVIDED WITH EQUIPMENT EMT ELECTRICAL METALLIC TUBING SYSTEM SKID 100/2P GEN GENERATOR RGS RIGID GALVANIZED STEEL 3 G IGR INTERIOR GROUND RWY RACEWAY RING (HALO) TYP TYPICAL 3 EAT 07-07-17 ISSUED FOR PERMIT' _ ET 06-09-17 ISSUED FOR REVIEW '. EAT 06-05-17 ISSUED FOR REVIEW EAT 05-08-17 ISSUED FOR NEW LAYOUT NEW UTILITY METER WITH MAIN BREAKER WITH 04-17-17 ISSUED FOR NEW LAYOUT -------- 200A MCB EAT02-24-17ISSUED FOR REVIEW RACEWAY --UE-- UNDERGROUND GROUND CONDUCTOR EAT02-01-17ISSUED FOR PREUM REVIEW EXISTING 75KVA SND PUD PAD NEMA 3R I EATO1-26-171SSUED FOR PRELIM REVIEW ENCLOSURE 200A2P MOUNTED TRANSFORMER PAANEL - FUSED DISCONNECT PANELBOARD _A \ M `PANELgOARD WRH INTEGRATED TRANSFORMER FUSED DISCONNECT c N AUTOMATIC TRANSFER SWITCH STERED A CIHI ECT 1 48J PROVIDED WITH EQUIPMENT SKID 7� G FEEDER KEY LOCAL DISCONNECT / - GRADE �_. GROUND u"F AUL I O GROUND ROD .STATE OF WASHINGTON I � 4 3/4"00'-0"LONG PANELBOARD ■ EXOTHERMIC WELD DRIVEN GROUND ROD _ AND TO GROUND RING • COMPRESSION TYPE UNDE 20/208V. 10, 3Wl RGROUND SERVICE ®M METER CONNECTION SHEET NAME F _I ELECTRICAL TEST WELL ONE LINE EQUIPMENT L----J ENCLOSURE _ DIAGRAM r , AUTOMATIC ELECTRICAL SERVICE I�I TRANSFER SWITCH WEATHERHEAD L-J 1 SHEET NUMBER TELEPHONE SERVICE O STAND-BY WEATHERHEAD GENERATOR r-1 1 ONE-LINE DIAGRAM _ LEGEND / ABBREVIATIONS PROJECT NUMBER SCALE, NOT TO SCALE 2o12oaaa2sB KEY NOTES GENERAL NOTES- 1. ALL CADWELD CONNECTIONS ON GALVANIZED KEY NOTES' SURFACES SHALL BE CLEANED THOROUGHLY AND COLLECTION GROUND BAR FINAL GROUND LEAD, 2 AWG Oj PROVIDE #2 SOLID BARE TINNED COPPER WIRE LOCATED 30" 11 NOT USED COVERED WITH TWO PAINT COATS OF OR EQUAL. 1 EXISTING ,20'-0"HIGH MONOPOLE. # WILLIAMS GALVANITE PAINT 8350W3 OR EQUAL. 7 STRANDED GREEN INSULATED COPPER CONDUCTOR TO BELOW FINISH GRADE FOR EQUIPMENT SKID GROUND RING. 12 PROVIDE #2 BARE SOLID TINNED COPPER CONDUCTOR FOR 2 NEW VERIZON WIRELESS ANTENNA MOUNT, TYP. MASTER GROUND BAR AT BASE OF MONOPOLE. O EXISTING MONOPOLE GROUND RING. GROUND CONNECTION TO ELECTRICAL ENCLOSURES. 2. ALL ELECTRICAL CADWELD AND MECHANICAL RRUS GROUNDING #2 AWG STRANDED GREEN INSULATED GROUND CONNECTIONS WILL HAVE NON-OXIDATION 3 NEW VERIZON WIRELESS ANTENNA,TYP. OB COPPER CONDUCTOR TO COLLECTION GROUND BAR AT O O PROVILOCATED DIAMETER x110'-0 LONG DRIVEN COPPER CENTER,GROUND 13 PNOT ER USEDMANU-CTURE GENERATOR SPECIFICATIONS.GROUNDED TO EQUIPMENT SKID COMPOUND APPLIED TO CONNECTION. O ANTENNA LEVEL OF MONOPOLE. ROD BETW 3. ANY METAL OBJECTS WITHIN 6 FEET OF THE O NEW MASTER GROUND BAR AT BASE OF MONOPOLE. EXTERNAL GROUND RING SHALL BE GROUNDED. SURGE PROTECTOR/OUP GROUNDING, #2 AWG STRANDED OGROUND INSPECTION AND TEST WELL. SEE DETAIL FOR 14 PROVIDE #2 BARE SOLID TINNED COPPER CONDUCTOR FOR O NEW MASTER GROUND BAR FINAL GROUND LEAD TO EXISTING O GREEN INSULATED COPPER CONDUCTOR TO COLLECTION CONSTRUCTION REQUIREMENTS. GROUND CONNECTION TO GPS ANTENNA. 4. ALL GROUNDING MATERIALS AND CADWELD MOLDS, MONOPOLE GROUND RING. GROUND BAR AT ANTENNA LEVEL OF MONOPOLE. PROVIDE (2) #2 BARE SOLID TINNED COPPER CONDUCTORS FROM 15 NOT USED - SURGE PROTECTOR/OVP GROUNDED TO EQUIPMENT SHOTS, ETC., SHALL BE FURNISHED AND INSTALLED ANTENNA GROUNDING, #2 AWG STRANDED GREEN INSULATED NOT USED O _ BY CONTRACTOR, UNLESS OTHERWISE NOTED. O COPPER CONDUCTOR TO COLLECTION GROUND BAR AT 10 5 EXOTHERMIC WELD CONNECTION AT EXISTING MONOPOLE GROUND SKID PER MANUFACTURER'S SPECIFICATIONS. ANTENNA LEVEL OF MONOPOLE. RING TO EQUIPMENT SKID GROUND RING. SEPARATE AS MUCH 5NOT USED 5. THE ELECTRICAL CONTRACTOR SHALL FOLLOW 11 NEW COLLECTION GROUND BAR AT ANTENNA LEVEL OF AS FEASIBLE. GROUNDING SYSTEM INSTALLED AND TESTING MONOPOLE,TYP. PROCEDURES AS DESCRIBED IN THE GENERAL PROVIDE #2 BARE SOLID TINNED COPPER CONDUCTOR FROM ELECTRICAL PROVISIONS. OMECHANICAL CONNECTION AT EQUIPMENT SKID TO EXOTHERMIC WELD CONNECTION AT EQUIPMENT SKID GROUND RING. ONOT USED - EQUIPMENT CABINETS GROUNDED TO EQUIPMENT SKID PER MANUFACTURER'S SPECIFICATIONS. LEGEND ITEM DESCRIPTION PROVIDE #2 BARE SOUD TINNED COPPER CONDUCTOR FOR O GROUND CONNECTION TO WAVEGUIDE BRIDGE PIPE SUPPORT. ® DIAMETER x 10'-0" LONG COPPER CLAD PROVIDE GROUND CONNECTION AT EACH PIPE SUPPORT. CLAD GROUND ROD, MINIMUM 30" BELOW GRADE, AT MINIMUM 10'-0" O.C.TO MASTER GROUND BAR MOUNTED ON ICE BRIDGE AT EQUIPMENT. MAXIMUM 15'-0"O.C. (HARGER #5810). OPROVIDE (2) #2 BARE SOLID TINNED COPPER CONDUCTORS TO TEST WELL EXOTHERMIC WELD CONNECTION AT EQUIPMENT SKID GROUND g _ RING. x—x—x- x.-. -X—x—x—x—x� — — #2 AWG TINNED SOLID BARE COPPER WIRE,MASTER GROUND BAR MOUNTED AT BASE OF TOWER. PROVIDE MINIMUM 30" BELOW GRADE, OR 6" BELOW S SE^A_ 10 (2) #2 BARE SOLID TINNED COPPER CONDUCTORS TO I � q LOCAL FROST LINE — EXOTHERMIC WELD CONNECTION AT EQUIPMENT SKID GROUND x SKYDIVE RING. V 12 � �� —�— EXOTHERMIC WELD CONNECTION - �' \ I —0— — MECHANICAL CONNECTION (NEW BUILD CO-LO) \ I 19004 SMOKEY PT BLVD \ I ARLINGTON, WA 98223 " i I CAMP+ 1 i ASSOCIATES / 19401 40TH AVE.W.,SUITE 304 3 / PHONE:(425)740-6392 FAX: 24-1614 WWW.CAMPASSOC.0 OM o O 5 / /� I \ 1 PROJECT MANAit GER LM PREPARED BY- EAT 9 \ \ 10 APPROVED BY, PN i �\ —\-m— 0 �.—®I 4 EAT 07-07-17 ISSUED FOR PERMIT 14 8 \ EAT 06-09-17 ISSUED FOR REVIEW TYP p�I�IIIT'�''I L EAT 06-05-17 ISSUED FOR REVIEW 33 3 I IW '-f 1 EAT 05-08-17 ISSUED FOR NEW LAYOUT " O EAT 04-17-17 ISSUED FOR NEW LAYOUT TYP. I x �, ' EAT 02-24-17 ISSUED FOR REVIEW EAT 02-01-17ISSUED FOR PRELIM REVIEW EAT 01-26-17 ISSUED FOR PREUM REVIEW 4 5 / 7727 REGISTERED 7 - �I ARCHI ECT TYP. i ��' TYP. UL NI i 5 �\4 TATE OF WISHINGTON _3 � / ddd I / / s Mae — �/ SHEET NAME GROUNDING PLANS SHEET NUMBER N � E-2 EQUIPMENT GROUNDING PLAN NORTH 2 ANTENNA GROUNDING PLAN NORTH PROJECT NUMBER :] SCALE 3/16" - 1'-0" (22x34), 3/32" - 1'-0" (11x17) SCALE 1/2° 1'-0° (22x34), 1/4° - 1'-0° (11x17) 20120844258 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND 14.USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 45' BENDS CAN BE ADEQUATELY SUPPORTED. TO ANTENNAS TO 24 2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS. 15.GROUND RING SHALL BE LOCATED A MINIMUM OF 30"BELOW GRADE OR 6"MINIMUM BELOW .ANTENNA CABLE 2 - THE FROST UN 3. CONDUIT ROUTINGS ARE SCHEMATIC.CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO _ _ EQUIPMENT IS NOT BLOCKED. 16.INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0"FROM EQUIPMENT RXO TXO RX1 WEATHERPROOFING KIT CONCRETE PAD,SPREAD FOOTING, OR FENCE. (TYP.) 4. THE CONTRACTOR IS RESPONSIBLE PRE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND WEATHERPROOFING KIT 2 1/2" MAX. O CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR 17.EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED JUMPER REQUIRED (SEE NOTE 3 DAMAGE TO THE CONDUIT. SPRAY. ONLY FOR %0 COAX STANDARD GROUND KIT U 5. NOT USED 18.OBSERVE N.E.C.AND LOCAL UTIUTY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING OR FOR EASE OF (TYP-) CABLE GROUND KI CONNECTION (TYP.) REFER TO NOTE. #6 AWG STRANDED 6. .NOT USED 19.GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS COPPER GROUND WIRE OR AT GROUNDING POINTS PROVIDED(2 MINIMUM) B 7. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC(CADWELD). ////// ANTENNA CABLE N (GROUNDED TO _ 20.MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. CONNECTOR O GROUND BAR) (SEE B. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR&EXTERIOR)SHALL BE FORMED USING TWO WEATHERPROOFING KIT CABLE TRAY TO NOTE 1 & 2 .EQUIPMENT LOCATION ) (2) HIGH PRESS CRIMPS. 21.MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS IS 8'WHEN BENDING IS (TYP.) (TYP.)NECESSARY.GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. REFER TO NOTE 2 - CONNECTION OF COAX CABLE GROUND 9. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP&HAVE A VERTICAL SEPARATION OF 6"FOR EVERY ADDITIONAL CONNECTION. 22.NO SPLICES PERMITTED IN GROUND CONDUCTORS. COLLECTION GROUND KIT TO ANTENNA CABLE 10. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES 23.ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED BAR MOUNTED AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS.ALL EXTERIOR GROUND CONNECTIONS VALUES. FROM ANTENNA FRAME #6 AWG . NEAR/BELOW ANTENNA. SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL REFER TO DETAIL 5, 24.GROUND BARS SHALL NOT BE FIELD MODIFIED. SUPPORT THIS SHT. NOTES: 11. ALL EXTERIOR GROUND CONDUCTORS SHALL BE#2 AWG TIN PLATED SOLID COPPER WIRE UNLESS OTHERWISE INDICATED. 25.ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8"SINGLE BARREL GROUND 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND STRAPS . .ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 12, GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL,3/4.0 10-FT.LONG,AND �. ..,..- SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 30"BELOW FINAL GRADE OR 6"BELOW FROST - 26.USE PANI SCHEME FOR LOADING ON MGB AS DISCUSSED IN NSTD 119, 33&36. LINE FOR MAXIMUM DEPTH. 2.GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT FROM ANTENNA MAST #2 AWG STRANDED, WITH TWO-HOLE LUG 13. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK .AIR TERMINALS (WHEN - #2 AWG STRANDED, INSULATED COPPER CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. INSULATED COPPER CONDUCTOR BONDED 3,WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD REQUIRED) CONDUCTOR. TO GROUND WIRE SHRINK SHALL NOT BE USED. ALONG CABLE TRAY TO EXTERIOR GROUND BAR. SEA GENERAL NOTES COAXIAL CABLE GROUND WIRE TO GROUND BAR CONNECTION SKYDIVE 1 G NOT TO SCALE (NEW BUILD CO L0) NOT TO SCALE 19004 SMOKEY PT BLVD FINAL GRADING - SEE SITE #2 AWG STRANDED JUMPER W/ STRANDED CU WIRE WITH GREEN, ARLINGTON, WA 98223 PLAN SHORT BARREL COMPRESSION LUGS 60OV, THHN/THWN INSULATION. SIZE PANI SCHEME SPECIFICATIONS: (T&B #54205 OR #5407), USE AS SPECIFIED STAR WASHERS, LOCK WASHERS, CONNECTS TO AND SH=_` VETAL SCREWS TO CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE z SECURE TO EXTERNAL GROUND BAR GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR o BY CONTRACTOR (MDFB), AND STANDBY ENGINE-GENERATOR SET FRAME AND OTHER z NOISE PRODUCING EQUIPMENT DZ TWO-HOLE LUG, BOLTED TO - #2 AWG TINNED SOLID BARE ABSORBER (A) �� COPPER WIRE CADWELC GROUND BAR USING 3/8"-16 x 1 CONNECTION TO GROUND COAXIAL GROUND KITS W/ LONG 1/4"STAINLESS STEEL HEX HEAD CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL w BARREL COMPRESSION LUGS W/ BOLTS AND HARDWARE. OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC ROD N TWO (2) 3/B"' BOLTS AND LOCK WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND WASHERS (TYP.) SUPPLY AND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND INSTALLED BY CONTRACTOR. IN �PrJA OOASSOC' .',"ES CADWELD O 0 GROUND BAR. (SEE Q � o NON-ISOLATED (N)PLAN FOR LOCATION) CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ)#2 AWG INSULATED 3/4" DIA. X 10'-0" LONG , 7/16" DIA. (TYP.) 7\ O O O O SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND 19401 40TH AVE.W.,SUITE 304 GREEN, (TYP. O COPPER CLAD GROUND --`v - & CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH LYNNWOOD,WA 98036 ROD - CBN AND IBN EQUIPMENT PHONE:(425)740-6392 p O 4" x 10" x 1/4"THK COPPER 0 0 0 0 O O FAX:(425)224-1614 i GROUND BAR W/ 4" INSULATED CAD WELD WITH #2 AWG SOLID WWW.CAMPASSOC.COM � NOTE: ISOLATED{Q STAND OFF. (HANh,ER #GBI-14410) TINNED BARE CU WIRE OR CONNECTS TO THE SINGLE POINT CONNECTION BAR SPCB FOR IBN COMPRESSION SEE GROUN=PIN ( ), O SUPPLY AND INSTALL BY STRANDED CU WIRE WITH GREEN, EQUIPMENT CONNECTOR LOCATIONS CONTRACTOR 600V, THHN/THWN INSULATION-TO (TYPICAL) 1" 7" 1" #2 AWG INSULATEO STRANDED ANTENNA STRUCTURE, BUILDING, PROJECT MANAGER LM COPPER CONDUCTOR DOWNLEAD TO RING GROUND OR MGB RADIUS BEND i'-0" 10" MASTER GROUND BAR OR OTHER - ' GROUND BARS AT BOTTOM OF MINIMUM (TYPICAL) FINAL GROUNDING POINT TOWERS OR MONOPOLES NOTES: PREPARED BY, EAT SHALL USE EXOTHERMIC 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT CONNECTION, GROUND WIRE DOWN TO ANTENNA GROUND BAR HORIZONTAL GROUND 2. WEATHER PROOFING SHALL BE ANDREWS. (TYP° & PART NUMBER AS APPROVED BY, PIN RING SPLICE SUPPLIED OR RECOMMENDED BY CABLE VANLFACTURER.) GROUND RING DETAIL 4 �Ca�O�LIL;�E��CTIONG�ROUND BAR5 GROUND BAR CONNECTION DETAIL AND NOTES EAT07-07-17ISSUED FOR PERMIT 3 NOT TO SCALE NOT TO SCALE EAT 06-09-17 ISSUED FOR REVIEW EAT 06-05-17 ISSUED FOR REVIEW EAT 05-08-17 ISSUED FOR NEW LAYOUT COAXIAL CABLE GROUNDING EAT 04-17-17 ISSUED FOR NEW LAYOUT KITS WITH 2 HOLE 4EAT -24-17 ISSUED FOR REVIEW COMPRESSION LUGS (TYP.) -D7-171SSUED TORPRELIM REVIEW FINAL GRADING 5EE SITEPLAN -26-171SSUED FOR PREDM REVIEW INSPECTION HANDHOLE COVER LONG BARREL COMPRESSION I UGS WI T-I (2) 5/1 f" BOLTS AND LOCK WASHERS WITH #2 AWG INSPECTION HANDHOLE NS STRANDED JUMPER 1 ROMM WAVEGUIDE P PLL ATE. 7727 REGISTERED 7 ARCHITECT 4' X 20" X 1/4"THICK TINNED COPPER GROUND BAR [J' CwPgUL NIXON HARGER GBI 14420ATT) IpTATE OF WASHINGTON t 't�,�,. .,,. O zw DIA. x 10'-0" LONG o�� COPPER CLAD GROUND ROD 00 000 00001000 000 0 K0 _ ® 00 000 00000�000000o ANDOFF INSULATOR MOUNTING N s, ® BRACKET (HARGER #R4150-A4 z� I OR EQUAL) mow I'( CADWELD CONNECTION (TYPE-GY) 0 SHEET NAME �mv I STAINLESS CKETS (HARGER MOUNTING BRA KT--1 CLEAN SAND FILL OR EQUAL) 3 I I 20" DETAILS SOLID TINNED BARE COPPER I<z +^Lc TINNED SOLID BARE WIRE CADWELD CONNECTION TO1111- CONDUCTOR DOWNLEAD GROUND ROD. SEE GROUNDING W`.-D TO WITH FINAL A CADGROUNWELD SHEET NUMBER PLAN "'..C-CTION T'0 GROUND RING NOTE: SEE GROUNDING PLAN FOR LOCATIONS E-3 6 CADWELD INSPECTION WELL 7 MN USED 8 NOT USED n MASTER GROUND BAR PROJECT NUMBER NOT TO SCALE O SCALE NOT TO SCALE `� NOT TO SCALE 20120844258