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Home My WebLink AboutBLD2014-00339 • BLD14-00339 BUILDING PERMIT APPLICN Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00339 Received Date: 9/19/2014 SITE ADDRESS: 430 SOUTHPORT LN PORT TOWNSEND, 98368 OWNER: PATRICIA L FITZGERALD PHONE: JON R VOELKER 430 SOUTHPORT LN PORT TOWNSEND WA 98368-9336 SUBDIVISION: Block: Lot: T 25+ PARCEL NUMBER: 901081022 Section: 8 Township: 29 N Range: 1V\ CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: JESSE LONDON PHONE: 206-523-1941 918 S. HORTON ST#1002 SEATTLE WA 98134 PROJECT DESCRIPTIOr ADDITION TO EXISTING CELL TOWER ADD (1) MICROWAVE DISH TO EXISTING ANTENNA ARRAY ON EXISTING MONOPOLE. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ADD MAIN: INDUSTRIAL: VALUATION 3,400.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit S91.00 SRE 09/19/14 151532 Plan Check S59.15 SRE 09/19/14 151532 APPROVED State Building Code S4.50 SRE 09/19/14 151532 Total: $154.65 SEP 2 9 2014 Jefferson County DCD \\tidemark\data\forms\F_BLD_App_Bld.rpt 9/19/2014 0 L. ON 06. JEFFERSON COUNTY ;� A DEPARTMENT OF COMMUNITY DEVELOPMENT t ", , 621 Sheridan Street • Port Townsend • Washington 98368 /c, O 360/379-4450 • 360/379-4451 Fax 17NG` http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: SE72XC214 Discovery Bay- Sprint Spectrum DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as "small,""medium," or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE (I.E.,SITE) Size of parcel 5.6 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 243,936 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert'A acres or more of Construction site for structures 0 sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. 0 sq/ft Circle: Yes No Well, utilities,etc. 0 sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 0 sq/ft Circle: Yes No Lawn, landscaping, etc. 0 sq/ft Other compacted surface, etc. 0 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 0 sq/ft Cut 0 Fill 0 (cu/yd) [over] stormwater calc worksheet—REV.9/18/2014 1 I Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area) 0 sq/ft Structures(all roof area) — 0 sq/ft Sidewalks 0 sq/ft Sidewalks 0 sq/ft Patios 0 sq/ft Patios 0 sq/ft Solid Decks 0 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc O sq/ft Driveway, parking, roads, etc 0 sq/ft Other t) sq/ft Other About 550 sq/ft Total New sq/ft Total Existing About 550 sq/ft TOTAL NEW+TOTAL EXISTING" About 550 sq/ft *This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 0.23 % Does the site have 35%or more of existing impervious surface? Circle: Yes (Nlo) FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2 Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDOWNER O UTHORIZED REPRESENTATIV IGNATURE) (DATE) FOR OFFICE USE.ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet—REV.9/18/2014 i .ot„gON C L� - �l b.n/4ALGl4 viscovery tray 4Y � ( JEFFERSON JNTY 4,T, ( � v r — kikii DEPARTMENT OF COMMUNITY DEVELOPMENT ~ ' r-= `� 621 Sheridan Street • Port Townsend •Washington 98368 4 ,,,,,, ,>. „ , 360/379-4450 • 360/379-4451 Fax 8 2014 i, . t49 www.co.jefferson.wa.us/commdevelopment �� J $INC3E i Master Permit Application MLA: JEFFERSON COUNTY ,), •fn,irn,,naN rirvrl Ill myNT Project Description(include separate sheets as necessary): Add (1) Microwave dish to existing antenna array on existing monopole . Tax Parcel Number: 9 01061022 Property Size:2 00 (acres4square feet Site Address and/or Directions to Property: 430 Southport Lane Port Townsend, WA 98368 Property Owner(s)of Record: Patricia Fitzgerald/Jon Voelker Telephone: Fax: email: Mailing Address: 430 Southport Lane Port Townsend, WA 98368 Applican Inn(if different from owner): Jesse London (Ryka Consulting) c/o Sprint Telephone: 206-523-1941 Fax: 206-260-7930 email) l ondon @rykaconsul t ing. c Mailing Address: 918 S . Horton St . #1002 Seattle, WA 98134 What kind of Permit?(Check each box that applies ®Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family ❑ Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D”or Unnamed Use Classification El Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ®Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later spectio s. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicati that or she ants prior notice. f Signature: "" Date: O y /, c /2 e l`I The action or a6ions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the,ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you ate in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferabje,responsibility for herig to and complying with the ESA. The Applicant has read this disclaimer aind si s and dates it below. Signature: /, �i"V � —. Date: 1 ,I i 2 e iii Y G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 7 L_ BUILDER STATEMENT 'If ■�9 Y The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractor la at they will be assuming the responsibility of the General Contractor for the proposed project. I i Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: "T FAX: Elf TBD (will notify prior to issuance if necgsslry) PT.QFCOMUN4, MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: Cornerstone Engineering, Inc PHONE (425) 487-1732FAx:( ) MAILINGADDRESSj-6928 Woodinville-.Redmonct Rd. 41210EMAIL Project Type: Frame Type: Bathrooms: N/A Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: Li Sewer N/A ❑ Addition ❑ Steel Proposed: Bank ❑ Community System X Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry N SEP Permit# ❑ Demolition IZ Other: Bedrooms: N/A Water Supply: Tower Existing: Setback: Cl Private well ❑ Two Party Type of Heat: Proposed: ❑ Public N/A Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: N/A Proposed: N/A Number of ADA Parking Spaces: N/A Number of occupants(includes owners,tenants,employees,etc) Current N/A Proposed N/A N A : Telecomm. IBC Occupancy: / � � IBC Type of construction: Will you have Food Service. Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: N/A i Underground Tank i Above ground Tank Size of Propane Tank: i Heat Stove i Cook Stove I Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No N/A When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed Fo ,, p �I��i�{I�` ssion. t ,� ��i�� hi�� , ;� ; Ar�ot�ttt- a Main Floor Heated EH Bld App Review: iii 2'4 Floor Heated :-',,:_,tr:,:..T...0 Consistency Review: '� .vc_; r Other Heated =_ ;' , I Base fee: q . clj Mezzanine .. ., Additional Section: C Heated Basement Plan Check fee: 561 - S Unheated Basement 'r,. a 4114 State Surcharge fee: Li S L Other Unheated ft1 N1 ,' Pot Water Review fee: _ I ' Garage/Carport L_ SUBTOTAL 401 . cos— Decks ::51 r 911/Rd Approach fee: Other 4404ii TOTAL: $ C L . W Microwave dish ; N y Receipt Number: ',9t 5' "Z- c '' Cash/Check Number: Li ESTIMATED COST(REQUIRED) _ Date: •Fair market value of all labor and materials foundation to finish 1 `n U 1`I $3 , 400 Initials: c G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • Jesse London From: Mary Blain <mblain @co jefferson.wa.us> Sent: Tuesday,June 17, 2014 2:34 PM To: Jesse London Cc: Sally Ellis Subject: RE: Master Permit Application; Fee quote request Jesse, Just wanted to touch base to let you know that you'll need to make sure the two signature lines are signed on the first page of the Master Permit Application. Also,the fees are the same ($382.65) plus a scanning fee of$19, totaling$401.65. We'll keep an eye out for the applications. r1).HC [ _ V[ :Mary Blain li J 1i---Th Plans Examiner I � I Dept of Community Development 5EP 1 8 2014 621 Sheridan St Port Townsend, WA 98368 JEFFERSON COUNTY ph: 360-379-4461 j,_. )EF TOF COMMUNITY DFNYLOPMENT i fax: 360-379-4451 mblain @co.jefferson.wa.us From: Jesse London [mailto:jlondon @rykaconsulting.com] Sent: Monday, June 09, 2014 8:41 AM To: Mary Blain Subject: RE: Master Permit Application; Fee quote request Hi Mary, One or more of these projects has experienced significant delays, but I should be submitting one of them soon. I just wanted to ask if the fees have changed since we last discussed (almost a year ago). I have attached the application that I will be signing and submitting when the other materials are ready,just so you know where it is.The valuation will still be $3,400. Thanks very much for your help. Jesse London Fr ka Consultin¢ 206.523.1941 Office 425.327.6833 Cell 206.260.7930 Fax 1 • I. Memo To: Jefferson County From: Jesse London Date: 9/15/2014 Re: Building Permit Application for Sprint Site SE33XC073 Lake Samish Enclosed, please find the building permit application AND RETURN POSTAGE (Fedex) for the above mentioned Sprint Spectrum site(s). Please acknowledge receipt of this package by signing below and faxing (206-260-7930) or emailing to jlondon @rykaconsultinq.com. Received by Jefferson County: Signature: Date Rec'd: Permit File Number(s): � lL 121 ;^ 1 8 ,r71 Sincerely, / 1, OFCOFER;O.,`; u MN1 UNITY DFt EW PMENT Jes Londorn 206.523.1941 Ryka Consulting on behalf of Sprint Spectrum Ryka Consulting 1 918 S. Horton St #1002 Seattle, WA 98134 Parcel Details Page 1 of 2 • a ,r " ° gin 1 Z r q ?atabase T ta, Raps . er.do Webcam Home County Info De artrrments Search Parcel Number: 901081022 SEARCH Parcel Number: 901081022 Printer riendly Owner Mailing Address: PATRICIA L FITZGERALD JON R VOELKER 430 SOUTHPORT LN PORT TOWNSEND WA98368-9336 Site Address: 430 SOUTHPORT LN PORT TOWNSEND 98368 Section: 8 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Chimacum (1) Township: 29N Tax Status: Taxable Range: 1W Tax Code: 0111 Planning area: Discovery Bay (5) Sub Division: Assessor's Land Use Code: 1101 - Residential - MH W/Land Property Description: S8 T29 R1W TX 26 1/8 INT IN TX 25 TL TAX N W/EASE Tax,A/v, Sales, Photos, and — Permit Data Bldg Data Map Parcel Plats &Surveys Septic Monitoring Info Jefferson County x HOME 1 COUNTY INFO i DEPARTMENTS i SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL N0=901081022 9/18/2014 Parcel Details Page 2 of 2 http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL NO=901081022 9/18/2014 • Landlord Site ID: 10092414/RNI2 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Site Lease Acknowledgement This Site Lease Acknowledgement ("SLA") is made and entered into effective as of the date the last party hereto executes this SLA as indicated below between New Cingular Wireless PCS, LLC, a Delaware limited liability company, hereinafter designated as "Landlord" and Nextel West Corp., a Delaware corporation, hereinafter designated as "Tenant", pursuant and subject to that certain Master Antenna Site Lease Agreement ("Agreement") dated as of July 26, 2004, as amended, between SPRINT SPECTRUM L.P., a Delaware limited partnership, on behalf of its affiliates ("Sprint") and AT&T Mobility LLC, a Delaware limited liability company, f/k/a SBC WIRELESS, LLC, or BELLSOUTH MOBILITY LLC, on behalf of its affiliates ("ATT"). Unless otherwise defined herein, all capitalized terms have the meanings ascribed to them in the Agreement. 1. Subject to the terms of the applicable Ground Lease that is attached hereto and incorporated herein as Attachment 3, Landlord subleases to Tenant a portion of the Site as follows: Site Address: 413 Southport Lane, Port Townsend, Jefferson County, WA Site Legal Description: See Attachment 1 Site Size: approx. 3,000 sq. ft. together with the non-exclusive right for ingress and egress, on foot or motor vehicle, including trucks, and for the installation and maintenance of utility wires, poles, cables, conduits and pipes over, under or along a right-of-way extending from the nearest public right-of-way to the Premises, the right-of-way for access being substantially as described in Attachment 2 to this SLA attached hereto and made a part hereof. 2. Tenant has the right to install, maintain and operate, only the Communications Facility described in the plans and specifications shown on Attachment 2 and Attachment 2-A to this SLA. 3. The Fee due and payable by Tenant to Landlord is Three Thousand One Hundred Twenty Seven and 87/100 Dollars ($3,127.87) per month. The Fee for the Premises will be increased annually on the anniversary date of the Commencement Date (as defined in paragraph 4 herein) by an amount equal to three percent(3%) of the annual Fee for the previous year. All Fees shall be paid to Landlord at AT&T Mobility, Attn: Collocation A/R, P.O. Box 5086, Carol Stream, IL 60197- 5086. All payments must reference FA No. 10092414. 4. The initial term of this SLA ("SLA Initial Term") will be five (5) years from its Commencement Date. The Commencement Date for this SLA is defined as the first day of the month following the earlier of: (i) Tenant's receipt of Landlord's NTP or (ii) ninety (90) days following full execution of this SLA. Tenant will notify Landlord, in writing, with the calendar date setting forth the Commencement Date for this SLA. Subject to the terms of the Ground Lease for the Premises (if any), the term of this SLA will be automatically renewed for four (4) additional consecutive terms of five (5) years each (each a "SLA Renewal Term"), unless Tenant provides Landlord with written notice of intention not to renew not less than six (6) months prior to the expiration of the SLA Initial Term or the SLA Renewal Term. I • Landlord Site ID: 10092414/RN I2 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay 5. The parties acknowledge that Landlord's rights in the Site derive from a certain Site Lease Agreement between Simmons Cellular of Washington, Inc., d/b/a Cellular One, as predecessor in interest to Landlord, and Peter and Roberta Clark, a married couple, as predecessors in interest to Current Landlord Entity ("Land Owner"), dated July 15, 1994, as amended, hereinafter referred to as the "Ground Lease" and attached hereto as Attachment 3 to this SLA. 6. The consent of the Land Owner for the Communications Facility modification in this SLA, if required, is attached hereto as Attachment 4 to this SLA. 7. Through its own due diligence, Tenant has determined that the Premises are free and clear of all liens and encumbrances of record other than the liens and encumbrances described on Attachment 5 to this SLA. Landlord represents and warrants that, to Landlord's knowledge, there are no liens and encumbrances affecting the Premises other than those identified on Attachment 5. 8. Any notice or demand required to be given in the Agreement will, in addition to the parties identified in Section 25 of the Agreement, be made to the parties identified on Attachment 6. 9. Special Provisions: a. Repapered SLA. Landlord and Tenant acknowledge that this SLA is a Repapered SLA as defined and subject to the terms contained in Section 28 of the Agreement. Effective upon the Commencement Date of this SLA, this SLA supersedes and replaces that previous Site Agreement between Landlord, and Nextel West Corp. dated August 2, 2005, as well as any and all amendments and related agreements thereto that pertain to the subject Site, as described in paragraph 1, above. b. Equipment Overlap. Landlord and Tenant acknowledge that the Communications Facility modification allowed under this SLA results in an Equipment Overlap, and Tenant shall pay an Equipment Overlap Fee in accordance with Section 28 of the Agreement. Beginning on the Commencement Date, the Equipment Overlap Fee shall be One Thousand and No/100 Dollars ($1,000.00) per month. Thereafter, the Equipment Overlap Fee shall increase as set forth in the Agreement, as amended. {REMAINDER OF PAGE INTENTIONALLY LEFT BLANK} {SIGNATURES TO FOLLOW} • • • Landlord Site ID: 10092414/RN 12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay IN WITNESS WHEREOF, the Parties hereto have set their hands the day and year indicated below. LANDLORD New Cingular Wireless PCS, LLC By: AT&T Mobility Corp., Its: Manager SS Nam . eil Boyer Title: Director-Network Date: ( 2--3 I l v TENANT Nextel West Corp., a Delaware corporation ! yy A By. ti- W ESS U Name: Matthew Bell Title: Date: Manger Real Estate • Landlord Site ID: 100924I4/RN12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay LANDLORD ACKNOWLEDGEMENT STATE OF GEORGIA ) ss. COUNTY OF C'1 JLNNGri ) I certify that I know or have satisfactory evidence that Neil Boyer is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the Director-Network of AT&T Mobility Corp., Manager of New Cingular Wireless PCS, LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. r7 Dated: 10-31-12. .1101 `�` Lyt, z„i, Notary 'ubl ■ � .� � Print Name i`rvt�5 Asti •o�.......... ▪ G):° ,oTAR), 9mNi cc My commission expires 1-10-0�� -• a.e • . PUBOG ?� ,c\•`9 Z• COU (Use this space for notary stamp/seal) TENANT ACKNOWLEDGEMENT STATE OF ki t S ) )ss. COUNTY OF ` ukAr11,gk ) I certify that I know or have satisfactory evidence that W c;(.11 is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the letAke-cfrAte..) of 1\104{,1 Vi Qc4— ceip to be the free and voluntary act of such party or the uses and purposes mentioned in the instrdment. Dated: D.2Z •�2 Notary Public U ' Print Name CULiS0 �T ALLISON GIFFIN My commission expires 61.215•DO t'3 'a„” Notary Public,State of Kansas % �- My Appointment Expires (Use this space for notary stamp/seal) • Landlord Site ID: 10092414/RN 12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 1 to the SLA Legal Description of Site A portion of the property located at 413 Southport Lane, Port Townsend,Jefferson County, WA, more particularly described as follows: The land referred to herein is located in the county State of Washington. ana described as follows: That portion of the tio.rtheast ()carter oI the Note ast ._tun;ter t Section a. Township 29 Nortr_ ^range ! pest. w.M. . descr::mod as follows: Beginning at• the Northeast corner of said Section 6: thence South. along. the East lane thereof. 1166.40 feet to the true point of beginning:. thence continuing South. along said East line. 244.00 feet: thence South 87 degrees 09 05" Kest 1160.00 feet: thence North 8 degrees 47' 17" East 248.81 feet: thence North 87 degrees 09' 05" East 1141.94 feet to Inc true point -f beginning: EXCEPT that portion thereof conveyed to Puget 'Sound Power and Light Company by deed dated January 19. 1971 and recorded under Auditor's File Number 207788. records of Jefferson County: AND EXCEPT right of way conveyed to Olympic Power Company by deed dated May 3. 1912 and recorded in Volume 79 of Deeds on page 83. records of said county: AND EXCEPT a strip of land conveyed to the City of Port Townsend for pipeline right of way be deed dated January 25. 1928 and recorded in Volume 96 of deeds on page 291. records of said county: ALSO. An undivided 1/18th interest in and to the following described property: That portion of Government Lot 2 in Section S. Township 29 North. Range 1 West . W.M. . described as follows: Beginning at the point of intersection of the North line of the South 100 feet of Tract C (Tax No. 3) as said Tract C is described in deed recorded June 3. 2890 in Volume 29 of Deeds on pages 335 to 340 inclusive, records of Jefferson County. with the Westerly margin of State Road No. 20: thence Northerly. along said Westerly margin. to the North boundary line of the South 500.62 feet of said Tract C: thence West. along said North boundary line. to the Westerly line of said Government Lot 2: thence Southerly, along said Westerly line. to said North line of the South 100 feet: thence•East. along said North line. to the point of beginning: EXCEPT railway right of way: TOGETHER WITH tidelands of the second class. as conveyed by the State or Washington. situate in front af. adjacent to and abutting thereon; TOGETHER WITH a non—exclusive easement for ingress. egress. and utilities over. upon. across. under and through a strip of land 30 feet in width. being 15 feet on each side of the following described centerline: • Landlord Site ID: 10092414/RN12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Beginning at a point which ie South 8 degrees 47' 17" West 30 feet and South 87 degrees 09' 05" West L5 feet from the Northwest corner of the tract first hereinabove described: thence .North 8 degrees 47' 17" East E73.41 feet to the terminus of said 30 foot easement: and 60 feet in width, being 30 feet on each side of the following described center line: Beginning at the terminus of said 30 toot Wide easement ; teeece continuina North 8 degrees 47 ' i7 • West 2,0. 45 feet: .... ^:•e North 33 degrees hest 9 4_b4 feet to a Point. decimated Vii!): A- herein for description purposes: thence continuing Sor:n 31 degrees West 60 feet : thence North 15 degrees west 226 feet: thence North 27 degrees East 92 feet: thence North 19 degrees East 90 feet: thence South 83 degrees West 65 feet: thence South 7E degrees west 140 feet : thence South 14 degrees West 134 feet: thence South 70 decrees West 53.45 feet . more or less. to the Easterly margin of State Road No. 20 and the terminus of said 60 foot wide easement: and 60 feet in width, beine 30 tree* on each side of the followings described centerline: Beginning at 'POINT :1" hereinabove described: thence North 89 degrees 24' East 79.26 feet: thence North 75 degrees 39' 20" East 16t . i4 feet: thence North 67 degrees 09 ' 05" East 380 feet to the terminus of said 60 foot wide strip: and 30 feet ire width being 15 feet on each side of the following described centerline: 'beginning at said terminus of said last described 60 foot wide centerline: thence south 43 degrees East le0 feet: thence South 47 degrees East 160 feet: thence South 11 degrees West 287.63 feet, more or less. to the Northerly boundary of the tract first hereinabove described and the terminus of said 30 foot wide centerline • • Landlord Site ID: 10092414/RN12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 2 to the SLA Plans and Specifications (including description of the antenna location,and location of ground equipment and right-of-way on the ground portion of the Premises) Proposed Communications Facility is defined below and plans and specifications are attached hereto. Number of Antennas: Three(3) Antenna Manufacturer and Type-Number: RFS;APXVRRI3-C-A20 Weight and Dimension of Antenna(s)(L x W x D): 32 lbs.;54.8"x 13.8" x 4.3" Antenna Approved RAD Center: One Hundred Twenty One(121')feet AGL Number of MW Dishes: N/A Number and Diameter of Transmission Lines: Three(3) 1-1/4" Direction of Radiation(Azimuth): 120/235/355 Dimensions of TENANT Ground Space: 12' x 20' {240 sq. ft.} Frequencies/Max. Power Output: Tx: 862-869MHz/1930-1995, 1945-1950,2496-2690 MHz Rx: 817-824MHz/1850-1915, 1865-1870,2496-2690 MHz Max ERP: 350 watts Quantity and Dimensions of Other Equipment to be placed on Antenna Support Structure: Three(3)Samsung;RRH-P4(1.9 GHz)RRUs {60 lbs.; 18"x 15"x 7"} I • Landlord Site 1D: 10092414/RN12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 2 to the SLA Plans and Specifications: Tower Elevation • • DESIGNED APPURTENANCE LOADING 150.0 n >, I [ TYPE J ELEVATION I TYPE ELEVATION ILIAllii 'Flash ,152 105810K _. 148 -. i Ftash Beacon 150 Sabre 12'LP Platform w/Rails 148 '4'mount pipe -.. 148 Pirod 12 T Frame -_. 120 ... (4)800 10121 w/Mount Pipe ;148 Pirod 12 7-Frame ,120 (4)800 10121 w/Mount Pipe +148 (3)D9848H90E XY wMbunt Pipe 120 (4)800 10121 w/Mount Pipe 148 I(3)08848H90E-XY w/Moum Pg1e t120 • TT19-088P111-001 148 (3)06848H90E-XY w/Mount Pipe 1120 i' IAPXVRR13-C-A20 w/Mount Pipe 120 iTT19-OBBP711.00t 148 � .TT79-OBBPtI t-001 148 ■APXVRRI3-C-A20 w/Mount Pipe 1120 (2)CS72993.08 148 LAPXVRR13-C-A20 w/Moult Pipe __.:120 A 120 (2)0572993.09.08 1111H-P4',148 H-P4 .. _ -). 29 120 7 (2)CS72993.08 i 148 RRH•P4 °• "' i 2. n N a (6)86010025 .148 ! 1120• o a A, < (6)860 10025 148 'PProd l Y T-Frame 120 (6)860 10025 148 E911 ANTENNA 110 (2)LGP21903 Diplexer 148 E911 ANTENNA _ - 1110 _-- - !(2)LGP21903 Oiptexer 148 Side Light 175 ..-_. (2)LGP21903 Olplexer 148 Side Light '_75 I DB810K 148 MATERIAL STRENGTH GRADE I Fy . I Fu RADE f Fy I Fu A572-65 65 ksi 80 ksi 1 TOWER DE 95.9n II 1 SIGN NOTES 1. Tower is located in Jefferson County,Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 100 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class II. 6. Topographic Category 2 with Crest Height of 314.00 ft 7. TOWER RATING:90.1% 11 N a o m < m I1 1111 46.6 It II I;111 • ALL REACTIONS ARE FACTORED AXIAL 41756 lb I SHEAR • MOMENT 61486 lb . 1f 5540832 lb-ft 0.05 w TORQUE 2756(b-ft REACTIONS-100 mph WIND t in g O ti 5 Y p b m P 3 .! Z X 10 H m C7 3 ��t, � ANDERSON tAKE /�j 520 S.M trt,Suite 2531 ��f21S6.86 GPO GROUP Akron,OH AT&T kI a ref TIA-222-G °ate'08/22/12 gala` NTS Phone:(330)572-2100 _ ---- Path: Dwg No.E-1 FAX:(330)572-2101 on20122o12e56 earNxvtN+2Anderson Lake.e . •. - ems,,.,..-�,�,.erteR l • Landlord Site ID: 10092414/RN 12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 2 to the SLA Plans and Specifications: Site Plan *1-8' EXISTING SPRRD. EOUPLENT.TYP. DOSING CHAINLINC - FENCE C/W BARBED WIRE TOP I I 4 �EXt511NG ICE BRIDGE _ - EXISTING SPRM EOUIP11ENT SHELTER. REFER TO A-3 FOR • DETAILS I' 14 I, I I EXISTING NONOPCI. -----_J ANTENNAS NOT SHOWN FOR CLARITY. REFER TO A-4 FOR DETAILS EXISTING GRAVEL ,) COMPOUND EXISTING EQUIPA4ENT v SHELTER (BY OTHERS) 3S•-o' • • Landlord Site ID: 10092414/RNI2 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 2-A to the SLA Plans and Specifications—Legacy Equipment Number of Antennas: Nine(9) Antenna Manufacturer and Type-Number: Decibel;DB848H90E-XY Weight and Dimension of Antenna(s)(L x W x D): 28 lbs.;96"x 6.5" x 8" Antenna Approved RAD Center: One Hundred Twenty One(121')feet AGL Number of MW Dishes: N/A Number and Diameter of Transmission Lines: Nine(9) 1-5/8" Direction of Radiation(Azimuth): 10/ 120/250 Other Equipment to be placed on Antenna Support Structure: N/A • • Landlord Site ID: 10092414/RN 12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 3 to the SLA Ground Lease See attached • I L'ell Site No: N113046/RN12/ANDERSON LAKE_WS-63173.1 FA No: 10092414 Site Address: 430 Southport Lane,Port Townsend,WA 98368 FIRST AMENDMENT TO SITE LEASE AGREEMENT THIS FIRST AMENDMENT TO SITE LEASE AGREEMENT ("First Amendment") dated as of the later date below is by and between Patricia L. Fitzgerald and Jon R. Voelker, Wife and Husband, successor in interest to Peter and Roberta Clark, a married couple, having a mailing address at 430 Southport Lane, Port Townsend, WA 98368 (hereinafter referred to as "Landlord") and New Cingular Wireless PCS, LLC, a Delaware limited liability company, successor in interest to Simmons Cellular of Washington, Inc., having a mailing address at 12555 Cingular Way, Suite 1300, Alpharetta, GA 30004 (hereinafter referred to as "Tenant"). WHEREAS, Landlord and Tenant entered into a Site Lease Agreement dated July 15, 1994 whereby Landlord leased to Tenant certain Premises, therein described, that are a portion of the Property located at 430 Southport Lane,Port Townsend,WA 98368("Lease");and WHEREAS, Landlord and Tenant,in their mutual interest,wish to amend the Lease as set forth below. NOW, THEREFORE, in consideration of the foregoing, the payment of One Thousand and No/100 Dollars ($1,000.00) to Landlord within thirty days of the full execution of this First Amendment, and of the mutual obligations and agreements contained herein, the receipt and sufficiency of which are hereby acknowledged,the parties agree as follows: 1. Permitted Use. Landlord hereby agrees, at the direction of Tenant, to allow the Tenant to modify, supplement, replace, upgrade, expand or refurbish the equipment related to the Antenna Facilities, increase the number of antennas thereon or relocate the Antenna Facilitiles within the leaded Premises at any time during the term of this Lease, and Landlord shall cooperate with Tenant in all respects in connection with the foregoing. If Landlord does not comply with the terms of this section,Tenant may terminate this Lease and shall have no further liability to Landlord. 2. Acknowledgement. Landlord acknowledges that: 1)this First Amendment is entered into of the Landlord's free will and volition; 2) Landlord has read and understands this First Amendment and the underlying Lease and, prior to execution of the First Amendment, was free to consult with counsel of its choosing regarding Landlord's decision to enter into this First Amendment and to have counsel review the terms and conditions of the First Amendment; 3) Landlord has been advised and is informed that should Landlord not enter into this First Amendment, the underlying Lease between Landlord and Tenant, including any termination or non-renewal provision therein,would remain in full force and effect. AIT Amendment Enhancements Master v 1_v 1 • Cell Site No: N113046/RN12/ANDERSON LAKE WS-63173.1 FA No: 10092414 Site Address: 430 Southport Lane,Port Townsend,WA 98368 3. Notices. Section 13 of the Lease is hereby deleted in its entirety and replaced with the following: NOTICES. All notices, requests, demands and communications hereunder will be given by first class certified or registered mail, return receipt requested, or by a nationally recognized overnight courier, postage prepaid,to be effective when properly sent and received, refused or returned undelivered. Notices will be addressed to the parties as follows. If to Tenant: New Cingular Wireless PCS,LLC Attn: Network Real Estate Administration Re: Cell Site#:N113046;Cell Site Name: RN12/ANDERSON LAKE(WA) Fixed Asset No: 10092414 12555 Cingular Way,Suite 1300 Alpharetta,GA 30004 With a required copy of the notice sent to the address above to AT&T Legal at: If sent via certified or registered mail: New Cingular Wireless PCS,LLC Attn: AT&T Legal Department Re: Cell Site#:N113046;Cell Site Name: RN12/ANDERSON LAKE(WA) Fixed Asset No: 10092414 P.O.Box 97061 Redmond, WA 98073-9761 Or If sent via nationally recognized overnight courier. New Cingular Wireless PCS,LLC Attn: AT&T Legal Department Re: Cell Site#:N113046;Cell Site Name: RN I2/ANDERSON LAKE(WA) Fixed Asset No: 10092414 16331 NE 72nd Way Redmond, WA 98052-7827 AU Amendment Enhancements Master_v vl • • Cell Site No: N113046/RN12/ANDERSON LAKE_WS-63173.1 FA No: 10092414 Site Address: 430 Southport Lane,Port Townsend,WA 98368 And as to Landlord: Patricia L.Fitzgerald and Jon R.Voelker 430 Southport Lane Port Townsend, WA 98368 Either party hereto may change the place for the giving of notice to it by thirty (30) days prior written notice to the other as provided herein. 4. Other Terms and Conditions Remain.In the event of any inconsistencies between the Lease and this First Amendment,the terms of this First Amendment shall control. Except as expressly set forth in this First Amendment, the Lease otherwise is unmodified and remains in full force and effect. Each reference in the Lease to itself shall be deemed also to refer to this First Amendment. 5. Capitalized Terms. All capitalized terms used but not defined herein shall have the same meanings as defined in the Lease. [NO MORE TEXT ON THIS PAGE—SIGNATURES TO FOLLOW ON NEXT PAGE] ATT Amendment Enhancements Master vl vl • Cell Site No: N113046/RN12/ANDERSON LAKE_WS-63173.1 FA No: 10092414 Site Address: 430 Southport Lane,Port Townsend,WA 98368 IN WITNESS WHEREOF, the parties have caused their properly authorized representatives to execute and seal this First Amendment on the date and year below. LANDLORD: Patricia L.Fitzgerald and Jon R. Voelker, Wife and Husband B iL4 ' Name: Patricia L.Fitzgerald Date: WITNESSED BY: By: Name: Title: SIGNATURES CONTINUED ON NEXT PAGE ATT Amendment Enhancements Master v 1 v 1 Cell Site No: N113046/RN12/ANDERSON LAKE. WS-63173.1 FA No: 10092414 r Site Address: 430 Southport Lane,Port Townsend,WA 98368 By: Name: Jon R. Voelker Date: WITNESSED BY: By: Name: Title: SIGNATURES CONTINUED ON NEXT PAGE ATT Amendment Enhancements Master vl vt 4110 • Cell Site No: N113046/RN12/ANDERSON LAKE WS-63173.1 FA No: 10092414 LAKE_WS-63173.1 Address: 430 Southport Lane,Port Townsend,WA 98368 TENANT: New Cingular Wireless PCS,LLC a Delaware limited liability company By:AT&T Mobility Corporation Its: Manager By: -},Llo P-01X-/ Name: Geri Roper Real Estate&Const Mgr,PNW Title: !! Date: 11 -11 -01 WITNESSED BY: By: Name: Title: ATT Amendment Enhancements Master vl v1 • 0 Cell Site No: N113046/RN12/ANDERSON LAKE_WS-63173.1 FA No: 10092414 Site Address: 430 Southport Lane,Port Townsend,WA 98368 LANDLORD At KNOWLEDGEMEIIT INDIVIDUAL CAPACITY STATE OFti�JKZ,iv)31pr ) ) SS. COUNTY OF..Acfc rr or\ ) l Vc j I certify that I know or have satisfactory evidence that a-1 r I< ► (.he 'r is/are the person(s) who appeared before me,and said person(s)acknowledged that said person(s)signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: C). -t., I) ,20 0 al Notry Sett, ; , )‘ —`-''V --24-j1/4'` ' =5'"F' • (Signatu of Nota fr. ' \G : ; , (Legibly Print or Stamp Name of No ) �UB\ <t •• ,\O i Notary Public in and for the S e of K►rtc{""b h V, i;. •, 0-1 ' ••• 0�. My appointment expires: 19 1 q( i J INDIVIDUAL APACITY STATE OF 45 O h ) ) SS. COUNTY OF J. rsvvr ) -�--- j/ I certify that I know or have satisfactory evidence that J.0 r1�o t t t�. is/are the person(s) who appeared before me,and said person(s)acknowledged that said person(s)signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. DATED: O( 13 I 200 . ry Se p'f `` a a.,..-+^.. a. -.CLA/-) •.i-)%79..�' . Su,µ �t '' 1.A" \r.•13 ttt (Sign ureofNotary) i\ aY f i l- • tot —.300,-Inc,• j;-:,100,3 : (Legibly Print or Stamp Name of Not. ,) , •.'/� `� N :,`,,z>1 Notary Public in and for the Sta,- of j 451t;n • n 'YT O.0 My appointment expires: 1 . 1 ATT Amendment Enhancements Master vt_v1 • • Cell Site No: N113046/RN12/ANDERSON LAKE_WS-63173.1 FA No: 10092414 Site Address: 430 Southport Lane,Port Townsend,WA 98368 TENANT ACKNOWLEDGEMENT STATE OF CIFfroti4 ) ) SS. COUNTY OF W itr ) I certify that I know or have satisfactory evidence that .6` is the person who appeared before me,and said person acknowledged that he si a this instrument,on oath stated that he was authorized to execute the instrument and acknowledged it as the 'Meet }+Z 14 fptst- M5r. of Nra C,itteular Wireless PCS_LLC,to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: II jliibi\ Notary Seal .� • OFFICIAL.SEA! BERNARD N O X11 NOTARY PtJB(JG-OREGON f COMMIS8 ON No.440555 (Signature of Notary MYCOMMISSION EXPIRES JUNE 28,2013 2e5lUfxrst (Legibly Print or Stamp Name of Notary) Notary Public in and for the State of c V. My appointment expires: to t3 ATT Amendment Enhancements Master vl vl • ORIGINAL Cell Site ID: RN 12 Anderson Lake State: Washington County: Jefferson THIS LEASE IS THE PROPERTY OF: Simmons Cellular of Washington, Inc. 617 Eastlake Avenue E. Seattle, Washington 98109 Attn: Real Estate Administrator SITE.LEASE AGREEMENT HIS ITE LEASE AGREEMENT (This "Lease") is entered into- this I day of,�, 1994, between Peter and Roberta Clark , a married couple ("Land d" , an Simmons Cellular of Washington, Inc., d.b.a. Cellular One, a Washington Corporation ("Tenant")., By RSA 693, Inc. by McCaw Cellular Communications, Inc. 1. Premises. Subject to the following terms and conditions, Landlord leases to Tenant a portion of the real property (the "Property") described in the attached Exhibit A. Tenant's use of the Property shall be limited to that portion of the Property, together with easements for access and utilities, described and depicted in attached Exhibit B (collectively referred to hereinafter as the "Premises") The Premises, located at 430 Southport Lane, Port Townsend, County of Jefferson, Washington 98362, comprises approximately 3,000 square feet. The project area will be located in the Northeast corner of the property with the exact location to be described more precisely pending survey. 2. Term. The initial term of this Lease shall be five years, commencing upon the earlier of written notification by Tenant to Landlord of Tenant's receipt of all Governmental and internal budgetary approvals, or 6 months from Execution Date of this Lease (the "Commencement Date"), and terminating at Midnight on the last day of the month in which the fifth annual anniversary of the Commencement Date shall have occurred. 3. Permitted Use. The Premises may be used by Tenant only for permitted uses, which are the transmission and reception of radio communication signals and for the construction, maintenance, repair or replacement of related facilities, towers, antennas, equipment or buildings and related activities. Such use shall comply with all statutes, ordinances or regulations of any governmental agency or entity having jurisdiction. 4. Permits and Preliminary Requirements. Tenant shall • obtain, at Tenant's expense, all licenses and permits required for Tenant's use of the Premises from all applicable government and/of regulatory entities (the "Governmental Approvals") and may at tenant's expense (prior to or after the Commencement Date) obtain a title report, perform surveys, soils tests, and other engineering procedures on, under and over the Property, necessary to determine that Tenant's use of the Premises will be compatible.with Tenant's engineering specifications, system, design, operations and Governmental t • I , • Approvals. After any testing, Tenant shall restore property to the condition existing prior to testing. Landlord agrees to reasonably cooperate with Tenant (at no cost to Landlord), where required, to perform such procedures or obtain Governmental Approvals. Landlord agrees that Tenant shall have the right to immediately terminate this Lease if Tenant notifies Landlord of unacceptable results of any of the above requirements, provided Tenant reimburses Landlord for actual, reasonable, Iegal or other preparatory expenses incurred to a maximum of 51,000.00. 5. Rent. Upon the Commencement Date, Tenant shall pay Landlord, as rent. the sum of per year ("Rent"). Rent shall be payable in advance on the first day of the term and on each subsequent yearly anniversary, to Peter Clark or Roberta Clark, at Landlord's address specified in paragraph 13 below. Additionally, upon the Commencement Date, Tenant shall pay to Landlord, as additional rent, a one time only fee of 6. Renewal. Tenant shall have the right to extend this Lease for three additional, five-year terms ("Renewal Term"). Each Renewal Term shall be on the same terms and conditions as set forth herein with the exception of yearly rent which shall increase by Eighteen percent (18%) upon the first and second term renewals, and by Twenty Five percent (25%) upon the final term renewal. This Lease shall automatically renew for each successive Renewal Term unless Tenant shall notify Landlord, in writing, of Tenant's intention not to renew this Lease, at least 60 days prior to the expiration of the term or any Renewal Term. If Tenant shall remain in possession of the Premises, with the permission of Landlord, at the expiration of the final Renewal without a written agreement, such tenancy shall be deemed a year-to-year tenancy under the same terms and conditions of this Lease at the rental rate of the final renewal term. 7. Interference. Tenant shall not use the Premises in any way which interferes with the use of the Property by Landlord, tenants, easement holders or licensees of Landlord, subject to Tenant's rights under this Lease, including non-interference. Similarly, Landlord shall not use, nor shall Landlord permit its tenants, licensees, employees, invitees or agents to use, any portion of Landlord's properties in any way which interferes with the operations of Tenant. Such interference shall be deemed a material breach by the interfering party, who shall, upon notice from the other, be responsible for terminating said interference. In the event any such interference does not cease promptly, the parties acknowledge that continuing interference may cause irreparable injury and, therefore, the injured party shall have the right, in addition to any other rights that it may have at law or in equity, to bring action to enjoin such interference or to terminate this Lease immediately upon written notice. • 8. Improvements; Utilities; Access. (a) Subject to any laws or regulations to the contrary, Tenant shall have the right, at its expense. to erect and maintain on the Premises improvements, personal property and facilities, including without limitation an antenna tower and base, radio transmitting and receiving antennas, and an electronic equipment shelter (collectively the "Antenna Facilities"). Landlord's prior consent to the plans and specifications for such buildings and other improvements shall be obtained but shall not be unreasonably withheld or delayed and shall be deemed given as to those items listed in Exhibit C hereto. Tenant shall have the right to replace or upgrade the Antenna Facilities at any time during the term of this Lease. Tenant shall cause all construction to occur lien-free and in compliance with all applicable laws and ordinances. The Antenna Facilities shall remain the exclusive property of Tenant. Tenant shall have the right to remove the Antenna Facilities upon termination of this Lease and return the property to its previous condition reasonable wear and tear excepted, with the exception of the.tower foundation which shall be removed to a level 18 inches below average grade; Tenant will so remove the antenna facilities at Tenant's expense if. Landlord so requests on termination. (b) Tenant, at its expense. may use any and all appropriate means of restricting access to the Antenna Facilities, including, the construction of a fence, subject to Landlord's prior approval, which approval shall not be unreasonably withheld. (c) Tenant shall, at Tenant's expense, keep and maintain the Premises and all buildings and improvements now or hereafter located thereon in a safe and commercially reasonable condition and repair during the term of this Lease. Upon termination of this Lease, the Premises shall be returned to Landlord in good condition. (d) Tenant shall pay any additional utilities charges due to Tenant's use. Tenant shall have the right to install utilities with the exception of natural gas, at Tenant's expense, and to improve the present utilities on the Premises (including, but not limited to the installation of emergency. power generators). Landlord hereby grants an easement on or in the immediate general vicinity of the access easement to permanently place any utilities on, or to bring utilities across, the Property in order to service the Premises and the Antenna Facilities. (e) As partial consideration for rent paid under this Lease, Landlord hereby grants Tenant an easement, to the extent of Landlord's Iegal ability, without recourse,("Easement") for ingress, egress, and access (including access as described in paragraph I) to the Premises adequate to service the Premises and the Antenna Facilities at all times during the term of this Lease or any Renewal Term. Upon ninety (90) days written notice to Tenant, Landlord shall have the right, at Landlord's sole expense, to relocate the Easement to Tenant, provided such new location shall not materially interfere with Tenant's operations. Any Easement provided hereunder shall have the same term as this Lease. The Easement is attached hereto and incorporated herein with the Premises as Exhibit B. If a separate access Easement must be defined it shall be attached and incorporated herein as Exhibit E. (f) Tenant shall have 24-hour-a-day, 7-day-a-week access to the Premises at all times during the term of this Lease and any Renewal Term. 9. Termination: Except as otherwise provided herein, this Lease may be terminated, without any penalty or further liability as follows: (a) upon 15 days' written notice by Landlord if Tenant fails to cure a default for payment of amounts due under this Lease within that 15 day period; (b) upon 30 days' written notice by either party if the other party defaults and fails to cure such default within that 30-day period, or such longer period as may be required to diligently complete a cure commenced within that 30-day period; (c) upon sixty (60) days' written notice by Tenant, if it is unable to obtain, maintain, or otherwise forfeits or cancels any license, permit or Governmental Approval necessary to the construction and/or operation of the Antenna Facilities or Tenant's business; (d) upon sixty (60) days' written notice by Tenant if the Premises are or become unacceptable under Tenant's sole discretion regarding Tenant's design or engineering specifications for its Antenna Facilities or the communications system to which the Antenna Facilities belong; (c) immediately upon removal of Tenant's equipment if the Premises or the Antenna Facilities are destroyed or damaged so as in Tenant's reasonable judgment to substantially and adversely affect the effective use of the Antenna Facilities. In such event, all rights and obligations of the parties shall cease as of the date of the removal of Tenant's equipment. (f) at the time title of the Property transfers to a condemning authority, pursuant to a taking of all or a portion of the Property sufficient in Tenant's determination to render the Premises unsuitable for Tenant's use. Landlord and Tenant shall each be entitled to pursue their own separate awards with respect to such taking. Sale of all or part of the Premises to a purchaser with the power of eminent.domain in the face of the exercise of the power, shall be treated as a taking by condemnation. (g) Any rent payable before an event allowing termination prior to the expiration of this lease shall be non refundable and, if in arrears, shall be payable regardless of termination, 10. Taxes. Tenant shall pay any personal property taxes assessed on, or any portion of such taxes attributable to, the Antenna Facilities. Landlord shall pay when due all real property taxes and all other fees and assessments attributable to the Premises. However, Tenant shall pay, as additional Rent, any increase in real property taxes levied against the Property (excluding any additional taxes that relate to the period prior to the Commencement Date, i.e., roll-back taxes) which is directly attributable to Tenant's use of the Premises, and Landlord agrees to furnish proof of such increase to Tenant. • 11. Insurance and Subrogation. (a) Tenant will provide Commercial General Liability Insurance in an aggregate amount of $2,000,000 and name Landlord as an additional insured on the policy or policies. Tenant may satisfy this requirement by obtaining appropriate endorsement to any master policy of liability insurance Tenant may maintain. (b) Landlord and Tenant hereby mutually release each other (and their successors or assigns) from liability and waive all right of recovery against the other for any loss or damage covered by their respective first party property insurance policies for all perils insured thereunder. In the event of such insured loss, neither party's insurance company shall have a subrogated claim against the other. 12. Hold Harmless. Tenant agrees to defend Landlord against and hold Landlord harmless from any and all claims arising from the installation, use, maintenance, repair or removal of the Antenna Facilities, except for claims arising from the negligent or intentional acts of Landlord, its employees, agents or independent contractors. 13. Notices. All notices, requests. demands and other communications hereunder shall be in writing and shall be deemed given if personally delivered or mailed, certified mail, return receipt requested, or sent by overnight carrier to the following addresses: If to Landlord, to: Peter and Roberta Clark 430 Southport Lane Port Townsend, WA 98362 Federal Tax ID With a copy to: George Siege III Attorney at Law 13025 Venice Loop NE Bainbridge Island, WA 98110 If to Tenant, to; Simmons Cellular of Washington, Inc. 617 Eastlake Avenue East Seattle, WA 98109 Attn: Real Estate Administrator 5 • „— . _ with a copy to: McCaw Cellular Communications, Inc. PAC/ROC Regional Office 10210 NE Points Dr. Kirkland, WA 98033 Attn: Regional General Counsel 14. Quiet Enjoyment, Title and Authority. Landlord covenants and warrants to Tenant that Landlord has full right, power and authority to execute this Lease; it has good and unencumbered title to the Premises free and clear of any liens or mortgages, except those disclosed to Tenant and described on attached Exhibit F, which will not interfere with Tenant's rights to or use of the Premises; and execution and performance of this Lease will not Violate any provisions of any mortgage, lease. or other agreement binding on Landlord. Landlord covenants that at all times during the term of this Lease, Tenant's quiet enjoyment of the Premises or any part thereof shall not be disturbed as long as Tenant is not in default beyond any applicable grace or cure period. 15, Environmental Laws. Tenant represents, warrants and agrees that it will conduct its activities on the Property in compliance with all applicable Environmental Laws (as defined in attached Exhibit D). Landlord represents, warrants and agrees, to the best of Landlord's knowledge, that it has in the past and will in the future conduct its activities on the Property in compliance with all applicable Environmental Laws. Tenant agrees to defend, indemnify and hold Landlord harmless from and against any and all claims, causes of action, demands and liability including, but not limited to, damages, costs, expenses, assessments, penalties, fines, losses, judgments and attorney's fees that Landlord may suffer due to the existence or discovery of any Hazardous Substance on the Property or the migration of any Hazardous Substance to other properties or released into the environment, that are caused by or result from Tenant's activities on the Property. Landlord agrees to defend, indemnify and hold Tenant harmless from and against any and all claims, causes of action, demands and liability including, but not limited to, damages, costs, expenses, assessments, penalties, fines, losses, judgments and attorney's fees that Tenant may suffer due to the existence or discovery of any Hazardous Substance on the property or the migration of any Hazardous Substance to other properties or released into the environment, that are caused by or result from Landlord's activities during this Lease. The indemnifications in this section specifically include costs incurred in connection with any investigation of site conditions or any cleanup, remedial, removal or restoration work required by any governmental authority. fi . 1111 • 16. Assignment and Subleasing. Landlord agrees that Tenant, upon notice to Landlord, may assign or sublet this Lease, and all rights, benefits, liabilities and obligations hereunder, to any person or business entity which is licensed by the FCC to operate a wireless communications business and is a parent, subsidiary or affiliate of Tenant, controls or is controlled by or under common control with Tenant, is merged or consolidated with Tenant or purchases a majority or controlling interest in the ownership or assets of Tenant. Tenant may not otherwise assign or sublet this lease without Landlord's consent, not to be unreasonably withheld or delayed. 17. Successors and Assigns. This Lease shall run with the Property, and shall be binding upon and inure to the benefit of the parties, their respective successors, personal representatives and assigns.. 18. Waiver of Landlord's Lien. Landlord hereby waives any and all lien rights it may have, statutory or otherwise, concerning the Antenna Facilities or any portion thereof which shall be deemed personal property for the purposes of this Lease, regardless of whether or not same is deemed real or personal property under applicable laws, and Landlord gives Tenant the right to remove all or any portion of same from time to time in Tenant's sole discretion and without Landlord's consent. 19. Miscellaneous: (a) The substantially prevailing party in any litigation arising hereunder shall be entitled to its reasonable attorneys' fees and court costs, including appeals, if any.. (b) Each party agrees to furnish to the other, within ten (10) days after request, such truthful estoppel information as the other may reasonably request. (c) This Lease constitutes the entire agreement and understanding of the parties, and supersedes all offers, negotiations and other agreements. There are no representations or understandings of any kind not set forth herein. Any amendments to this Lease must be in writing and executed by both parties. (d) If either party is represented by a real estate broker in this transaction, that party shall be fully responsible for any fee due such broker, and shall hold the other party harmless from any claims for commission by such broker. (e) Each party agrees to cooperate with the other in executing any documents (including a Memorandum of Lease) necessary to protect its rights or use of the Premises. The Memorandum of Lease may be recorded in place of this Lease, by either party. (f) This Lease shall be construed in accordance with the laws of the county and state in which the Property is located. 7 • • (g) If any term of this Lease is found to be void or invalid, such invalidity shall not affect the remaining terms of this Lease, which shall continue in full force and effect. }}�� The Execution Date of this Lease is the t�' ay of , 1994. • LANDLORD: PETER AND ROBERTA CLARK, a married couple By: J a . taUryry"L. Peter Clark, Owner By: �lAl, Roberta Clark, Owner TENANT: SIMMONS CELLULAR OF WASHINGTON, INC. d/b/a Cellular One By: RSA 693, Inc. By: McCaw Cell • Communications, Inc. By___ l • ilka ... Robert H. Iohnsl Vice President and General Manager R .' • STATE OF WASHINGTON ) ) . COUNTY OF JEFFERSON ) r. 1IVt1 J \C t Not Public in and for the State of Washington, r s,ding at N cdl0C. , do hereby certify that on this / -t4--day of 1994, personally appeared before me Peter Clark to me known o`f be thb individual described in and who executed the within instrument and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes herein mentioned. given Under My Hand and Official Seal this I S day of 1 , 1994. ooe X144 4 Q t ♦ : ‘ ICEQE LOWRIE �.`\G�_�....e,„,. ,,[dial p No ary Public, in and for the State of Washington o f 'AOTAA y My appointment expires: S s • f 0 , t ?PUBLIC = ei44®axyi,` 0o,, STATE OF WASHINGTON ) COUNTY OF JEFFERSON ) I, )�L (e 1,.o�Uc 1 N�o)ary Public in and for the State of Washington, residing at c jj do hereby certify that on this 1 day of l x \ , 1994, personally appeared before me Roberta Clark to me kn to be\ the individual described in and who executed the within instrument and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes herein mentioned. II `` given Under My Hand and Official Seal this L h day of�( ,..1.i , 1994.I. Notary Public, in and for the s J �� State of Washington f I �4T�Y My appointment g expires: 1 i $ �o� Luc ,�'9�?,a5-cP 0 ' 'k„1K�aan ,ttt ®\iiiSX� `� 4 STATE OF WASHINGTON ) ) ss: COUNTY OF KING ) On this ?"Cday of 11112_, , 1994, before me personally appeared Robert H. Johnson, kno of to il e to be the Vice President and General Manager of Simmons Cellular o Washington, Inc., the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the Q:y and year firs ahoy ritt 41111 1 10 NOTARYBLI�', an�i foji the state hington _~1 Residin• at .Bad; -Tasliington My commission expires: In • it • EXHIBIT A to the Site Lease Agreement dated July 15, 1994 , between Peter and Roberta Clark as Landlord and Simmons Cellular of Washington, Inc., as Tenant ENE:B 1 T he land referrrd to herein is located in the County of :ettert.r. State of Washington. and described as follows: That portion of the Northeast Jnarter of Inc Northeast-.Quarter of Section 6. Township 29 Nortn. Range ! West. W.tf.. desorir-d as follows: Beginning at•the Northeast corner or said Section 6: thence South. along.the East line thereof. 1166.40 feet to the true point of beginning: thence continuing South. along said East line. 244.00.feet: thence South 67 degrees 09 05" West 1160.00 feet:• thence North-8 degrees 47' 17".East 248.61 feet: thence North 87 degrees 09' 05" East 1141.94 feet to the true point of beginning: EXCEPT that portion thereof conveyed to Puget 'Sound Power and Light Company by deed dated January 19. 1971 and recorded under Auditor's File Number 207786. records of Jefferson County: AND EXCEPT right of way conveyed to Olympic Poser Company by deed dated May 3. 1912 and recorded in Volume 79 of Deeds on page 83. records of said county: AND EXCEPT a strip of land conveyed to the City of Port Townsend for pipeline right of way•be deed dated January 25. 1926 and recorded in Volume 96 of deeds on page 291. records of said county: .ALSO. An undivided 1/18th interest in and to the fallowing described property: That portion of Government Lot 2 in Section 6. Township 29 North. Range I West. W.sl.. described as follows: Beginning at the point of intersection of the North line of the South 100 feet of Iract C (Tax No. 3) as said Tract C is described in deed recorded June 3. 1890 in Volume 29 of Deeds on pages 335 to 340 inclusive. records of Jefferson County. with the Westerly margin of State Road No. 20: thence Northerly. along said Westerly margin. to the North boundary line of the South 500.82 feet of said Tract C: thence West. along said North boundary line. to the Westerly line of said Government Lot 2: thence Southerly. along said Westerly line. to said North line of the South 100 feet: thence•East. along said North line, to the point of beginning: EXCEPT railway right of way: TOGETHER WITH tidelands of the second class. as conveyed by the State of Washington, situate in front of. adjacent to and abutting thereon: TOGETHER WITH a non-exclusive easement for ingress. egress. and utilities over, upon. across, under and through a strip of land 30 feet in width..being 15 feet on each side of the following described centerline: Beginning at a point which is South 8 degrees 47' 17" West 30 feet and South 87 degrees 09' 05" West 15 feet from the Northwest corner of the tract first hereinabove described: thence North 8 degrees 47' 17" East 173.41 feet to the terminus of said 30 foot easement: and 60 feet in width, being 30 feet on each side of the following described center line: Beginning at the terminus of said 20 foot wide easement: thence continuing North 6 degrees 11. 1'' West 270.05 feet: t.}. . v North 33 degrees Aest 94_b4 feet to a point designates asF ,. A- herein for description purposes: thence continuing Nortn 33 degrees West 60 feet: thence North 15 degrees West 226 feet: thence North 27 degrees East 42 feet: thence North 19 degrees East 90 feet: thence South 83 degrees West 65 feet; thence South 71 degrees west 140 feet: thence South 24 degrees West 134 feet: thence South 70 degrees West 53.45 feet. more or less. to the Easterly margin of State Road No. 20 and the terminus of said 60 foot wide easement: and 60 feet in width. bein■ 30 feet on each side of the following described centerline: Beginning at "POINT A" hereinabove described: thence North 69 • degrees 24' East 79.26 feet: thence North 75 degrees 39' 20" East 161.14 feet: thence North 67 degrees 09' 05" East 380 feet to the terminus of said 60 foot wide strip: and 30 feet in width being 15 feet on each side of the following described centerline:-beginning at said terminus of staid last described 60 foot wide centerline: thence south 13 degrees East Ie0 feet: thence South 47 degrees East 160 feet: thence South 11 degrees West 287.63 feet. more or less. to the Northerly boundary of the tract first hereinabove described and the terminus or said 30 foot wide centerline • • • • EX11IBrr B to the Site Lease Agreement dated July 15, 1994 between Peter and Roberta Clark. as Landlord, and Simmons Cellular of Washington, Inc., as Tenant The location of the Premises (including easements) within the Property is described or depicted as follows, and shall be more accurately described and depicted upon completion of survey: E --�' 7VF 2G\I ,xlmau,y,/ RGE_v ", J ' .,..— it ,c,p,oa ,'x,a.m, _i ' 2:.t : _.."4 / 4 ■ gal 9 OM '} .M..S / / 19 a - i.a ` / ff � j "'� � _ r > h I o I a m �I ®» 10.a i Myy iha I ■ i.,.. Ja 4 J I • AA AK • ,v l 1>s.e• a,•041•11 in /,/ I i2C0 ' �. I h y 8. I ,I r j// 1 Q. t -, 3 , 901�.01.00... 88 a J A I-'\ 11(V19ep7{ ` \ 1 I I ,n.," wl '.SC I/.9-29„-I01 T ,nlna 1. r •A/O . I,A1N .. JEF,-RSON COUNTY ASSESSun I , ' 0 .c""■ • p _ . EXHIBIT C to the Site Lease Agreement dated July 15, 1994 between Peter and Roberta Clark. as Landlord. and Simmons Cellular of Washington, Inc., as Tenant Th _____ (7----------------___YI.i'...-L3 ,i ) ! A' I 0 3 tail !Pit III Al :N R I W i ,. .i ! , i / i I gi,...„ ,„, -----___ 1. 1..; ----,z,,, MN s , 1 i F.. -----:,- ), is i! x ,.. ,.._ ..... 1,- -..... •Irt 4, `... rE I 17 j 4,-y--,t.A.44•4'...., -, , k ... D . .4...1 ' . 1 4sitTh.... .iiiiittb..4111111111,I i witildik I * v.III ,o, , , iv ord., • 1 AVit i I t li 1 Ii :- m I 2 I z I ; i. l' il -; ; --. .20 G. ---------„j■ 40 •43'A/ --------- EXHIBIT D to the Site Lease Agreement dated July 15, 1994 between Peter and Roberta Clark, as Landlord, and Simmons Cellular of Washington, Inc., as Tenant Environmental Laws As used in this Lease, 'Environmental Laws" means all federal, state and local environmental laws, rules, regulations, ordinances, judicial or administrative decrees, orders, decisions, authorizations or permits, including, but not limited to, the Resource Conservation and Recovery Act, 42 U.S.C. BB 6901, et seq., the Clean Air Act, 42 U.S.C. BBt7401, et seq., the Federal Water Pollution Control Act, 33 U.S.C. BB#1251, et seq., the Emergency Planning and Community Right to Know Act, 42 U.S.C. B2t1101, et seq., the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. BB 9601, et seq.; the Toxic Substances Control Act, 15 U.S.C. 13Bt2601, et seq., the Oil Pollution Control Act, 33 U.S.C. BB 1-2701, et seq., and Washington State laws, or any other comparable local, state or federal statute or ordinance pertaining to the environment or natural resources and all regulations pertaining thereto. As used in this Lease, "Hazardous Substance" means any hazardous substances as defined by the Comprehensive Environmental Response, Compensation and Liability Act, as amended from time to time; any hazardous waste as defined by the Resource Conservation and Recovery Act of 1976, as amended from time to time; any and all material or substance defined as hazardous pursuant to any federal, state or local laws or regulations or order; and any substance which is or becomes regulated by any federal, state or local governmental authority; any oil, petroleum products and their by-products. 1d MINIM C C Exhibit E to the Site Lease Agreement dated July 15, 1994 between Peter and Roberta Clark, as Landlord, and Simmons Cellular of Washington, Inc., as Tenant The Access Easement (if separate and not described on Exhibit B) is described as follows: a non—exclusive easement for ingress. egress, and utilitineWver. upon, across, under and through a strip of land 30 feet in width. being 15 feet on each side of the following described centerline: Beginning at a point which is South 8 degrees 47' 17" West 30 feet and South 87 degrees 09' 05" West 15 feet from the Northwest corner of the tract first hereinabove described: thence North 8 degrees 47' 17" East 173.41 feet to the terminus of said 30 foot easement; and 60 feet in width, being 30 feet on each side of the following described center line; Beginning at the terminus of said 30 foot wide easement: thence continuing North 8 degrees 47' 17" West 270.45 feet: thence North 33 degrees West 94.84 feet to a point designated as 'FOiN7 A" herein for description purposes: thence continuing North 33 degrees West 80 feet: thence North 15 degrees West 226 feet: thence North 27 degrees East 92 feet: thence North 19 degrees East 90 feet: thence South 83 degrees West 65 feet: thence South 71 degrees west 140 feet: thence South 24 degrees West 134 feet: thence South 70 'degrees West 53.45 feet. more or less. to the Easterly margin of State Road No. 20 and the terminus of said 60 foot wide easement: and 60 feet in width. being 30 feet on each side of the following described centerline: Beginning at "POINT h" hereinabove described: thence North 89 degrees 24' East 79.26 feet: thence North 75 degrees 39' 20" East 161.14 feet: thence North 87 degrees 09' 05" East 380 feet to the terminus of said 60 foot wide strip: and 30 feet in width being 15 feet an each side of the following described centerline: beginning at said terminus of said last described 60 foot wide centerline: thence south 43 degrees East 160 feet: thence South 47. degrees East 160 feet: thence South 11 degrees West 287.63 feet, more or less, to the Northerly boundary of the tract first hereinabove described and the terminus of said 30 foot wide centerline • ' • . _ Exhibit F to the Site Lease Agreement dated July 15,;1994, between Peter and Roberta Clark, as Landlord, and Simmons Cellular of Washington, Inc., as Tenant LandIord's list of liens and mortgages are as follows: I�� • • Landlord Site ID: 10092414/RN 12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 4 to the SLA Land Owner's Consent Not Required • • Landlord Site ID: 100924 14/RN12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 5 to the SLA Liens and Encumbrances None found I • Landlord Site ID: 10092414/RN12 Tenant Site ID: WA0830(SE72XC214)/Discovery Bay Attachment 6 to the SLA Contact List Name Address Landlord: New Cingular Wireless PCS, LLC Attn: Network Real Estate Administration Re: Cell Site No.: 11391; Cell Site Name: RN12 (WA) Fixed Asset No.: 10092414 12555 Cingular Way Alpharetta, GA 30004 With a copy to: By U.S. Postal Service(First Class or Certified Mail): New Cingular Wireless PCS,LLC Attn: AT&T Legal Department Re: Cell Site No.: 11391; Cell Site Name: RN12 (WA) Fixed Asset No.: 10092414 PO Box 97061 Redmond, WA 98073-9761 By Overnight Courier(FedEx, UPS, DHL, etc.): New Cingular Wireless PCS, LLC Attn: AT&T Legal Department Re: Cell Site No.: 11391; Cell Site Name: RN12 (WA) Fixed Asset No.: 10092414 16331 NE 72nd Way Redmond, WA 98052-7827 Emergency Contact: NOC 800-832-6662 Tenant: Sprint-Nextel Property Services Mailstop KSOPHT0101-Z2650 6391 Sprint Parkway Overland Park, Kansas 66251-2650 Attn: Property Services With a copy to: Sprint-Nextel Law Department Mailstop KSOPHT0101-Z2020 6391 Sprint Parkway Overland Park, Kansas 66251-2020 Attn: Real Estate Attorney • ((C D CAMP+ APR 1 2015 t i Lezley Levario i }EfFLRSU C�UNT`1 Regional Operations Analyst �y pfPT.DE C6h"N�U�I�DE�JELOPMENT General Dynamics Wireless Services Permit#BLD14-00339 8880 SW Nimbus Ave.,Suite B Beaverton,OR 97008-7111 Wednesday,April 1,2015 Subject:SE72XC214-SPRINT-DISCOVERY BAY,430 Southport Lane,Port Townsend,WA 98368 Camp&Associates Job Number SE72XC214 Dear Ms.Levario: In accordance with your request and authorization,we have performed a structural observation. Structural observation means the visual observation of the structural system,for general conformance to the approved plans at the completion of the structural system. Structural observation does not include or waive the responsibility of the inspections required by Section 110 and Chapter 17 of the 2012 Edition of the International Building Code. The observed structural elements and their connections,which are clearly visible from the ground,include: 1. Any new equipment connections to the existing tower. To the best of our knowledge,the above referenced items have been found to be in general accordance with the approved plans. Conditions of Analysis This structural observation is based on the photographs and permit drawings(dated 09/12/2014)that was available to us. Camp+Associates did not perform inspection or special inspection. Camp+Associates did not provide structural engineering services for the project. Our observation is based on the assumption that the referenced connections received a passing grade by the inspections and special inspections during construction;the structure has no known deterioration or damage that would adversely affect its capacity. Please feel free to call our office if you have any questions or comments regarding any item in this letter. Sincerely, tiC FRB Qa4 AS444'�O crit % -CC**��,,�47528 �'� -JON-AL 04/01/2015 Daniel C.Fredrickson,P.E.,S.E. 1940140"'AVE W,SUITE 304 LYNNWOOD,WA 98036 TEL 425-740-6392 FAX 425-224-1614 www.campassoc.com 45oN C Kw �`? JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT �9'sH 12 GAG? l3 Date: 1-(4-/ Time Received: �%f1 ( pm Mon. Tue. Wed. T. Fri. Date: 11—Z BLD: `/6/P Y.767 Contact Name: Owner: Contact Number: 360 /2_5_ 32y (?- O Address: £-i30) S pc,- Ata--- 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling Sally~EIIis From: Mary Blain Sent: Wednesday, March 25, 2015 4:57 PM To: Sally Ellis; Levario, Lezley Cc: #DCDStaff Subject: RE: BLD14-00339 Final Inspection.. Lezley, Sorry to interject.Typically with cell towers,the applicant has a third party inspection done and send us the verification letter and we sign off in the office. Due to the nature of the installation, it's better for an engineer to verify everything was installed properly. Once we have received the letter, we can check it off in our data base system. Please let me know if you have questions or concerns. Thanks, Mary Blain Plans Examiner I Dept of Community Development 621 Sheridan St Port Townsend, WA 98368 ph: 360-379-4461 fax: 360-379-4451 mblain gco.jefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law, including RCW 42.56 and other state laws. From: Sally Ellis Sent: Wednesday, March 25, 2015 4:50 PM To: Levario, Lezley Cc: #DCDStaff Subject: RE: BLD14-00339 Final Inspection.. Dear Lezley I have pulled this building file and have placed in the inspection list for tomorrow- If you have any questions and or need more information please feel free to contact me. Thank you Sally Ellis 1 1 1 (- ,,,,,, ,,, r ,, ,„ .;.; „, `'ddb,.,,, Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs gam-4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us From: Levario, Lezley [mailto:Lezley.Levario@GDIT.com] Sent: Wednesday, March 25, 2015 2:43 PM To:#dcd Subject: BLD14-00339 Final Inspection.. Hello, I called the building inspection hotline earlier to schedule a final building inspection on a Sprint cell tower but I'm unsure if the message went through. I also tried the office number but it went to voicemail. I wanted to schedule this for Thursday, March 26 and just wanted to confirm that the message went through and we were all set for tomorrow. Permit# BLD14-00339 Site Address: 430 Southport Ln, Port Townsend Contact: Nick Thies @ 425-324-1950 Access Info:You will need to call Nick to unlock the compound gates. Thank You, Lezley Levario Regional Operations Analyst General Dynamics Wireless Services 8880 SW Nimbus Ave., Suite B Beaverton, OR 97008-7111 (503) 207-7591 desk Lezley.Levarioqdit.com www.qdwireless.com ?GENERAL DYNAMICS Wireless Servtees 2 ��SON r °?; JEFFERSON COUNTY { -ssK ° DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 31 2-c Time Received: am/pm Mon. Tue. Wed. Fri. Date: BLD: L .-3 "l Contact Name: L euet �\ ,s( 0 Owner: Contact Number: --MT' Address: L� , . Notes: t 2-5—�zJ�'�i ' 'G so Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling Sally Ellis From: Levario, Lezley<Lezley.Levario©GDIT.com> Sent: Wednesday, March 25, 2015 2:43 PM To: #dcd Subject: BLD14-00339 Final Inspection.. Hello, I called the building inspection hotline earlier to schedule a final building inspection on a Sprint cell tower but I'm unsure if the message went through. I also tried the office number but it went to voicemail. I wanted to schedule this for Thursday, March 26 and just wanted to confirm that the message went through and we were all set for tomorrow. Permit# BLD14-00339 Site Address: 430 Southport Ln, Port Townsend Contact: Nick Thies @ 425-324-1950 Access Info:You will need to call Nick to unlock the compound gates. Thank You, Lezley Levario Regional Operations Analyst General Dynamics Wireless Services 8880 SW Nimbus Ave., Suite B Beaverton, OR 97008-7111 (503) 207-7591 desk Lezley.Levario(csgdit.com www.gdwireless.com GENERAL ?DYNAMICS Wireless See.ces Li) 39 III 1 Sally Ellis From: Sally Ellis Sent: Friday, September 26, 2014 1:57 PM To: 'Jesse London' Subject: bId14-00339 430 SOUTHPORT LANE, PORT TOWNSEND Dear Jesse Good news the permit that you filed with us for 430 Southport Lane is ready to be issued. Bad news- I need to know whom the contractor is- before I can issue the permit. Once you have emailed me the contractor information and I have confirmed they hold an active license with L& I, I can mail this approved building permit to you. If you have any questions or need more information please contact me. Sincerely Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St. Port Townsend, WA 98368 360-379-4452 sellis @co.jefferson.wa.us 114\-3 4" 1 1 I JEFFERSON COUNTY )C fl NO. 151532 DATE 1V lel 1 g RECEIVED FROM 1 &CO Dcs i n6-auH \ Tie- / DESCRIPTION v BARS# AMOUNT CURRENCY 7 (� lar f9 (O COIN ��`/ 7 d o 1 f- �^ �, [�-_ C CHIEcK SC G G,1 ["l - 6 0 / .Ol `0 4)1 of 4c0) P c t / ' I S 2 0 K rn xi n O RECEIVED BY TOTAL y 01 ` tor-__S__-__IlLS BLDI4-0 14-00339 BUILDING PERMIT APPLICATION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00339 Received Date: 9/19/2014 SITE ADDRESS: 430 SOUTHPORT LN PORT TOWNSEND, 98368 OWNER: PATRICIA L FITZGERALD PHONE: JON R VOELKER 430 SOUTHPORT LN PORT TOWNSEND WA 98368-9336 SUBDIVISION: Block: Lot: T 25+ PARCEL NUMBER: 901081022 Section: 8 Township: 29 N Range: 1V\ CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: JESSE LONDON PHONE: 206-523-1941 918 S. HORTON ST#1002 SEATTLE WA 98134 PROJECT DESCRIPTIO1, ADDITION TO EXISTING CELL TOWER ADD (1) MICROWAVE DISH TO EXISTING ANTENNA ARRAY ON EXISTING MONOPOLE. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ADD MAIN: INDUSTRIAL: VALUATION 3,400.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit S91.00 SRE 09/19/14 151532 Plan Check S59.15 SRE 09/19/14 151532 State Building Code S4.50 SRE 09/19/14 151532 Total: $154.65 \\tidemark\data\forms\F_BLD_App_Bld.rpt 9/19/2014 p ° eC JEFFERSON COUNTY '`„ \ DEPARTMENT OF COMMUNITY DEVELOPMENT 4<, 621 Sheridan Street • Port Townsend • Washington 98368 1.6 �O 360/379-4450 •• 360/379-4451 Fax LNG http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: SE72XC214 Discovery Bay- Sprint Spectrum DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small," "medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE (I.E., SITE) Size of parcel 5.6 acres An acre contains 43 560 square feet. Multiply the acreage by this figure. P q PY 9 Y 9 Size of parcel in square feet 243,936 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3/4 acres or more of Construction site for structures 0 sq/ft native vegetation to lawn or landscaped areas? Drainfeld,septic tank, etc. 0 sq/ft Circle: Yes No Well, utilities, etc. 0 sq/ft Does the project convert 21/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 0 sq/ft Circle: Yes No Lawn, landscaping, etc. 0 sq/ft Other compacted surface, etc. 0 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 0 sq/ft Cut 0 Fill 0 (cu/yd) A [over] •stormwater calc worksheet—REV.9/18/2014 1 Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled. macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 0 sq/ft Structures (all roof area) —_ 0 sq/ft Sidewalks 0 sq/ft Sidewalks 0 sq/ft Patios 0 sq/ft Patios 0 sq/ft Solid Decks 0 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc 0 sq/ft Driveway, parking, roads, etc 0 sq/fl Other 0 sq/ft Other About 550 sq/ft Total New 0 sq/ft Total Existing f bout 550 sq/ft TOTAL NEW+TOTAL EXISTING* About 550 sq/ft *This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 0.23 % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. if the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDOWNER OfiQGTHORIZED REPRESENTATIVE IGNATURE) (DATE) ' FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater talc worksheet—REV.9/18/2014. 2 SON 4„0noiChei, b.t /GnL.G.14 u1scovery tray � JEFFERSON COUNTY ` DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax 0 www.co.jefferson.wa.us/commdevelopment SING Master Permit Application MLA: Project Description(include separate sheets as necessary): Add (1) Microwave dish to existing antenna array on existing monopole . Tax Parcel Number: 901061022 Property Size:2 0 0 (acres/square feet) Site Address and/or Directions to Property: 430 Southport Lane Port Townsend, WA 98368 Property Owner(s)of Record: Patricia Fitzgerald/Jon Voelker Telephone: Fax: email: Mailing Address: 430 Southport Lane Port Townsend, WA 98368 Applicant/Agent'(if different from owner): Jesse London (Ryka Consulting) c/o Sprint Telephone: 206-523 -1941 Fax: 206-260-7930 email) London @rykaconsul t ing. c Mailing Address: 918 S . Horton St . #1002 Seattle, WA 98134 What kind of Permit?(Check each box that applies Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family ❑ Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification El Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** ❑ Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance ®Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material fa( ehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required laterinspectioris. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicatieei that/hie or she ants prior notice. ) Signature: ' �e 1 g ..4f� , 1 '� Date: t-`/ �i { The action orations Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the,ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you,ate in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ! '` / '\. Date: ,� ; /,, \." / BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: TBD (will notify prior to issuance if necEssry) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: Cornerstone Engineering, Inc PHONE (425) 487-1732 FAX:( ) MAILINGADDRESS6928 Woodinville-Redmond Ed. $421f MAIL Project Type: Frame Type: Bathrooms: N/A Shoreline: Type of Sewage Disposal: ' New Wood Existing: ❑ Sewer N/A Addition C Steel Proposed: Bank A Community System X Alteration/Remodel A Concrete Total: Height: ❑ Individual System Repair C Masonry N SEP Permit# Demolition Bedrooms: N/A � Other: Water Supply:Existing: Setback: pP Y Type of Heat: Proposed: Private well C Two Party C Public N/A Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: N/A Proposed: N/A Number of ADA Parking Spaces: N/A Number of occupants(includes owners,tenants,employees, etc) Current N/A Proposed N/A IBC Occupancy: N/A IBC Type of construction: Te l e Comm. Will you have Food Service? Yes / ':No If this is a Propane Tank and/or Appliance Installation permit, mark all items below that apply: N/A i Underground Tank i Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No N/A When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size, distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For OffCe Use Onl i Main Floor Heated Y , Amount �`�R�v�sion EH Bld App Review: 2ftl Floor Heated Consistency Review: c ,(_; Other Heated ;' Base fee: Mezzanine - Additional Section: c1 (-kJ Heated Basement Plan Check fee: 7' Unheated Basement - - State Surcharge fee: L__. cC Other Unheated • Pot Water Review fee: Garage/Carport SUBTOTAL Decks 1 911/Rd Approach fee: Other TOTAL: $ H C, ( . W Microwave dish Receipt Number: f Cash/Check Number: ESTIMATED COST(REQUIRED) Date: 'Fair market value of all labor and materials foundation to finish $3 , 400 Initials: G:\PermitCenter\###FORMS###\17KD FORMS\Master Permit Application 5-29-08.doc T v• :7, _ rQ. A R— Di Z J I -< l I m I i■ ii 1 1 l l I 1 I N C l I I m m C -I 1 Vt 1 n co I § -1 ° fo10 g 1 l 0 ni 1 - rn N r- l l 1 1 l I l I I ( }, 1 I� m 1� IA Y--,' 1- Ir m' I/ Z IA m 1 1-- 1 ' A i, j • I.' 1 I � 05:: . p m E li`'—'( . 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Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor & Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item , Date Approval Signature Notes lanning Approval • A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION C e• (7,71t/� FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00339 Received Date: 9/19/2014 SITE ADDRESS: 430 SOUTHPORT LN Issue Date 9/29/2014 PORT TOWNSEND, 98368 Expiration Date 9/29/2015 OWNER: PATRICIA L FITZGERALD PHONE: JON R VOELKER 430 SOUTHPORT LN PORT TOWNSEND WA 98368-9336 SUBDIVISION: Block: Lot: T 25+ PARCEL NUMBER: 901081022 Section: 8 Township: 29 N Range: 1 ■ CONTRACTOR: WESTOWER COMMUNICATIONS INC PHONE: 407-852-1755 405 EVANS BLACK DR TUKW ILA WA 98188 Contractor's License WESTOCI975J8 Expires 12/14/2014 PROJECT DESCRIPTION: ADDITION TO EXISTING CELL TOWER ADD (1) MICROWAVE DISH TO EXISTING ANTENNA ARRAY ON EXISTING MONOPOLE. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ADD MAIN: INDUSTRIAL: VALUATION 3,400.00 ADD'L: HEAT TYPE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $91.00 SRE 09/19/14 151532 Exist: Plan Check $59.15 SRE 09/19/14 151532 Prop: State Building Code $4.50 SRE 09/19/14 151532 Total: Total: $154.65 NUMBER OF EMPLOYEES: Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY- SEE ATTATCHED CONDITIONS for Building Permit# :BLD14-00339 1.) The proposal meets JCC18.42.020(2)(d)which exempts the following from the provisions of the Chapter 18.42, JCC: resonstruction, or routine maintenance of previously or routine repairs, p y approved facilites, or replacement of transmitters, antennas, or other components of previously approved facilities which do not create a change in visual impact; \\tidemark\data\forms\F_BLD_Perm it_Bldg.rpt 9/29/2014 GENERAL CONSTRUCTION NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND /OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND /OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY /ALL ELECTRICAL WORK INDICATED. ANY /ALL CONSTRUCTION SHALL BE IN ACCORDANCE W /DRAWINGS AND ANY /ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY /ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A. UL -- UNDERWRITERS LABORATORIES B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF GDIT. 6. CONTRACTOR SHALL PAY FOR ANY /ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY /ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY /ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET /DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY /ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE, 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY /ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND /OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY /ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY -DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH'BRITE ZINC' OR'GOLD CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM ". 34. ALL BOLTS SHALL BE STAINLESS STEEL. 35. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 36. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 37. BANDING SHALL BE IN ACCORDANCE AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 38. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 39. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN FEEDER CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. SITE WORK NOTES: 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT /ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT /ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT /ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS /HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE, 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. STRUCTURAL STEEL NOTES: 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W- SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500,46 KSI PIPE SECTIONS: ASTM A53 -E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON- STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5 /8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES: 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N -1, (F'M =1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1 -1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4' -0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2 ") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND TMS 602- 11 /ACI 530.1- 11 /ASCE 6 -11 ARTICLE 3.5D. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C -62 AND SHALL BE GRADE MW OR BETTER. Sprint' I 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 GENERAL DYNAMICS WIRELESS SERVICES RYKA CONSULTING CORNEFRS-irONE ENGINEERING, INC. 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 EMAIL: cei @cornerstone - engr.com www.cornerstone - engr.com DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. 2 09 -09 -14 CABLE LENGTH JRF 1 08 -06 -14 PER COMMENTS JRF p 07 -22 -13 CONSTRUCTION JRF q 06 -11 -13 CLIENT REVIEW JRF REV: DATE: I ISSUED FOR: BY: LICENSURE: s L f� �' y o �•�� OF �S�� N ��SSG /STERNG��i TONAL PROJECT INFORMATION: NETWORK VISION MICROWAVE ADD DISCOVERY BAY SE72XC214 1 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 JEFFERSON COUNTY DRAWN BY: CHECKED BY: DATE: JRF MWO 09 -12 -14 SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -1 REV.: 2 13- 1031 CEO#: L "- \V/ 1 c IL� FOUNDATION, EXCAVATION AND BACKFILL NOTES: 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS, 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 8, NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR -3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1- 800 - 239 - 3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4 DEEP COMPACTED STONE OR GRAVEL FOR FENCED COMPOUND AND ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING /PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE - CONDIION AND /OR AERATE THE SOILS AND RE- COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND /OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. 15. DAMAGE TO EXISTING STRUCTURES AND /OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND /OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES: �. /ALL vvUKr\ rtK[-UKMtU SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL /CONSTRUCT ALL NECESSARY SEDIMENT /SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING SAND MULCHING AND /OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. WEATHERPROOFING NOTES: I . vvLr -%i UUNNtU I UK5 ANU GROUND KITS: A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL /BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF - AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE -2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE - CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE -2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR /GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE -2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR /GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTOR /GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR /GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. D. SELF- AMALGAMATING TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: SELF - AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS, STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAX CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. STEP 2: START WRAPPING SELF - AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTOR /GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR /GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. STEP 6: TO TERMINATE THE SELF - AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF - AMALGAMATING TAPE USING THUMB PRESSURE. STEP 7: TWO ROWS OF SELF - AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF - AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF - AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. STRUCTURAL CONCRETE NOTES: I • .. ... vvivVl \L 1 C. vvvr\r\ JnHLL tit IN /AUUUKUANt:t WI I -H THE ACI 301 -10, ACI 318 -11 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc' =3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ...............3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ...............2 IN. #5 AND SMALLER & WWF ...............1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL ...............3 /4 IN. BEAMS AND COLUMNS ...............1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS, 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. STRUCTURAL STEEL NOTES: TILL V I CCL "Ur-%r\ OrnNLL CSC IN AUUUKUANGt WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W- SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500,46 KSI PIPE SECTIONS: ASTM A53 -E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON - STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8 "0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. IA. 08 -06 -14 PER COMMENTS JRF -22 -13 CONSTRUCTION JRF rEV:07 06 -11 -13 CLIENT REVIEW JRF DATE: ISSUED FOR: BY: SURE: LEy e° G /STE�� SS�ONAL PROJECT INFORMATION: NETWORK VISION MICROWAVE ADD DISCOVERY BAY SE72XC214 1 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 JEFFERSON COUNTY DRAWN BY: CHECKED BY: DATE: JRF MWO 09 -12 -14 SHEET TITLE: GENERAL NOTES SHEET NUMBER: REV.: N�21 2 CEI JOB #: �� r T� ��3f1101 Sul z i Jr I H. Know what's below. Call before you dig. ■ �n D ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. BUILDING /DWELLING CODE IBC 2012 (STATE BUILDING CODE, WAC CHAPTER 51 -50) IRC 2012 (STATE BUILDING CODE, WAC CHAPTER 51 -51) STRUCTURAL CODE IBC 2012 (STATE BUILDING CODE, WAC CHAPTER 51 -50) PLUMBING CODE UPC 2012 (STATE BUILDING CODE, WAC CHAPTER 51 -56 AND 51 -57) MECHANICAL CODE IMC 2012 (STATE BUILDING CODE, WAC CHAPTER 51 -52) ELECTRICAL CODE NEC 2008 [LAWS, RULES & REG. FOR INSTALLING EL. WIRES & EQUIP. (WAC) 296 -46B] FIRE /LIFE SAFETY CODE IFC 2012 (STATE BUILDING CODE, WAC CHAPTER 51 -54) ACCESSIBILITY REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2012 IBC BUILDING CODE. CODE BLOCK SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY • ADD (1) 2'0 MICROWAVE ANTENNA • ADD (1) RADIO UNIT (ODU) • ADD (1) LMR -400 CABLE LINE PROJECT DESCRIPTION APPROVAL SIGNATURE DATE SITE ACQUISITION MANAGER N -2 GENERAL NOTES CONSTRUCTION MANAGER SITE PLAN A -1.1 A &E MANAGER A -1.2 ANTENNA PLANS & SCHEDULE AAV MANAGER EXISTING & PROPOSED WEST ELEVATIONS A -3 SPRINT REPRESENTATIVE CONSTRUCTION TYPE: � YPE II PLANNING CONSULTANT UNOCCUPIED JURISDICTION: PROPERTY OWNER CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY SIGNATURE BLOCK THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE ............ ,• J�',.,nr p,ry1 J r .• / s s' ............ / 0 mill i€ I s J 'F ✓£/' r i .: r'' i / / // Ji �i Syr 1, 10,111 S = Pf S:IT'E LOCATION y ss -s -y€ F J s y r 9 J C , a , •�,'y g 4 is .... c // s J :. i c n 3�i�f�y � �`� G y � 1 �• AREA MAP N VICINITY MAP O FROM SPRINT OFFICE AT 1000 124TH AVE NE, BELLEVUE, WA: HEAD TOWARD BEL -RED RD ON 124th AVE NE, GO 0.7 MI. TAKE RAMP ONTO WA -520 W TOWARD 1- 405 /SEATTLE, GO 7.3 MI. TAKE_ THE 1 -5 N/VANCOUVER BC EXIT ONTO 1 -5 N TOWARD VANCOUVER BC, GO 9.5 MI. TAKE EXIT #177/WA- 104 / EDMONDS ONTO NE 205th ST (WA -104) TOWARD KINGSTON FERRY, GO 1.6 MI. CONTINUE ON EDMONDS WAY (WA -104 W), GO 2.5 MI. BEAR RIGHT ONTO EDMONDS WAY (WA -104 W) TOWARD KINGSTON FERRY, GO 1.3 MI. TAKE EDMONDS- KINGSTON FERRY, GO 5.6 MI. CONTINUE ON WA -104, GO 4.1 MI. TURN RIGHT ONTO WA -104, GO 5 MI. TURN RIGHT TO STAY ON WA -104, GO 15.4 MI. CONTINUE TOWARD US -101 N /PT. TOWNSEND, GO 0.3 MI. CONTINUE ON US -101, GO 2 MI. TURN RIGHT ONTO WA -20 TOWARD PORT TOWNSEND, GO 4.6 MI. TURN RIGHT ONTO SOUTHPORT LN, GO 0.3 MI. ARRIVE AT THE SITE ON THE RIGHT DRIVING DIRECTIONS NETWORK VISION MICROWAVE ADD t SE72XC214 413 SOUTHPORT LANE � PORT TOWNSEND, WA 98368 JEFFERSON COUNTY LATITUDE: 48.02400° / 48° 01'26.4" (NAD 83) � LONGITUDE: - 122.82261° / -122° 4 (NAD 83) MONOPOLE WESTERN WASHINGTON MARKET SHEET I DESCRIPTION T -1 y N -1 GENERAL NOTES N -2 GENERAL NOTES A -1 SITE PLAN A -1.1 r y A -1.2 ANTENNA PLANS & SCHEDULE A -2 EXISTING & PROPOSED WEST ELEVATIONS A -3 EQUIPMENT DETAILS CONSTRUCTION TYPE: � YPE II OCCUPANCY: UNOCCUPIED JURISDICTION: JEFFERSON COUNTY CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY y s J jf SITE LOCATION / y VICINITY MAP O FROM SPRINT OFFICE AT 1000 124TH AVE NE, BELLEVUE, WA: HEAD TOWARD BEL -RED RD ON 124th AVE NE, GO 0.7 MI. TAKE RAMP ONTO WA -520 W TOWARD 1- 405 /SEATTLE, GO 7.3 MI. TAKE_ THE 1 -5 N/VANCOUVER BC EXIT ONTO 1 -5 N TOWARD VANCOUVER BC, GO 9.5 MI. TAKE EXIT #177/WA- 104 / EDMONDS ONTO NE 205th ST (WA -104) TOWARD KINGSTON FERRY, GO 1.6 MI. CONTINUE ON EDMONDS WAY (WA -104 W), GO 2.5 MI. BEAR RIGHT ONTO EDMONDS WAY (WA -104 W) TOWARD KINGSTON FERRY, GO 1.3 MI. TAKE EDMONDS- KINGSTON FERRY, GO 5.6 MI. CONTINUE ON WA -104, GO 4.1 MI. TURN RIGHT ONTO WA -104, GO 5 MI. TURN RIGHT TO STAY ON WA -104, GO 15.4 MI. CONTINUE TOWARD US -101 N /PT. TOWNSEND, GO 0.3 MI. CONTINUE ON US -101, GO 2 MI. TURN RIGHT ONTO WA -20 TOWARD PORT TOWNSEND, GO 4.6 MI. TURN RIGHT ONTO SOUTHPORT LN, GO 0.3 MI. ARRIVE AT THE SITE ON THE RIGHT DRIVING DIRECTIONS NETWORK VISION MICROWAVE ADD t SE72XC214 413 SOUTHPORT LANE � PORT TOWNSEND, WA 98368 JEFFERSON COUNTY LATITUDE: 48.02400° / 48° 01'26.4" (NAD 83) � LONGITUDE: - 122.82261° / -122° 4 (NAD 83) MONOPOLE WESTERN WASHINGTON MARKET SHEET I DESCRIPTION T -1 TITLE SHEET N -1 GENERAL NOTES N -2 GENERAL NOTES A -1 SITE PLAN A -1.1 s ENLARGED SITE PLAN A -1.2 ANTENNA PLANS & SCHEDULE A -2 EXISTING & PROPOSED WEST ELEVATIONS A -3 EQUIPMENT DETAILS SHEET INDEX APPLICANT: GENERAL DYNAMICS WIRELESS SERVICES ON BEHALF OF SPRINT 1000 124TH AVE NE, SUITE 200 BELLEVUE, WA 98005 CONTACT: STEPHEN WATKINS PHONE #: (770) 225 -1563 EMAIL: stephen.watkins @gdit.com PROPERTY INFORMATION: PROPERTY OWNER: PATRICIA FITZGERALD / JON VOELKER ADDRESS: /A1413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 CONTACT: TBD PHONE #: TBD TOWER OWNER: CROWN CASTLE INTERNATIONAL SITE ID: 846384 ZONING CLASSIFICATION: RURAL RESIDENTIAL CONSTRUCTION TYPE: � YPE II OCCUPANCY: UNOCCUPIED JURISDICTION: JEFFERSON COUNTY CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PARCEL NUMBER 901081022 LEASE AREA ±200 SQ. FT. (EQUIPMENT SHELTER) PROJECT SUMMARY ENGINEER: CORNERSTONE ENGINEERING, INC. 16928 WOODINVILLE - REDMOND ROAD NE, SUITE 210 WOODINVILLE, WA 98072 MARK W. OLSON, PE (425) 487 -1732 SITE ACQUISITION / PROJECT MANAGER: RYKA CONSULTING 918 S HORTON STREET SEATTLE, WA 98134 JESSE LONDON (206) 523 -1941 jlondon @rykaconsulting.com CONSTRUCTION MANAGER: GENERAL DYNAMICS WIRELESS SERVICES 8880 NIMBUS AVENUE, SUITE B BEAVERTON, OR 97008 VANCE WARHURST (503) 207 -7587 vance.warhurst @gdit.com AAV MANAGER: GENERAL DYNAMICS WIRELESS SERVICES 1000 124TH AVE NE, SUITE 200 BELLEVUE, WA 98005 STEVE LEUPOLD (425) 623 -5782 steven.leupold @gdit.com BUILDING DEPARTMENT: Q JEFFERSON COUNTY BUILDING DEPARTMENT 621 SHERIDAN STREET PORT TOWNSEND, WA 98368 (360) 379 -4450 ELECTRICAL COMPANY: PACIFIC POWER (888) 221 -7070 TELCO COMPANY: CENTURY LINK (866) 642 -0444 PROJECT TEAM COUNTY Dco �Z APPROVED AS SUBMITtED M �II.E: COPY THIS IS NOT A SURVEY ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. LEGAL DESCRIPTION I S8 T29 R1 W TX 26 1/8 1 NT IN TX 25 TL TAX N W /EASE r � IJI. (E) UTILITY EASEMENT W/ O OVERHEAD TRANSMISSION LINES Y co I r r I - 1 � �I I 0- � I I I / 1 SITE ACCESS �X 1 4 w PROPERTY LINE (f962' -0") —" — s e �� 1 b rs F �/ Y! Y ' ....- / mom mKow A ` am mom mma I A -2 < �� x r r� .a Y � I .i. �✓ '✓ '.% V, .y . - 3a . k '42 y/ k N.. E,.r Co }r ',L ,y � .. .. '✓ � _ y %ksb <�b��x �3..4�y 'l "' s� �, ,f�� yl qb. a `..✓ •;✓ w v ,;r '.✓ '� v ..- / ' f n r: s� r( y aka c r TL #: 901081022 y/ :fir •+"/ •,,�/ ..% .,:/ `ri/ ' "✓ � �.. , � 5 � �� rYy .. _ � ... ..r (p) +1 tifl'_(1" NI(;H .R.i'FFI MnNC)Pnl F SITE PLAN 22x34 SCALE: 1" = 40' -0" 11x17 SCALE: 1" = 80' -0" '1' A -1.1 TN Mn, 1 10545 WILLOWS ROAD NE, SUITE 100 REDMOND, WA. 98052 GENERAL DYNAMICS WIRELESS SERVICES RYKA CONSULTING — CORNERs-irONE ENGINEERING, INC. 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 EMAIL: cei @cornerstone - engr.com www.cornerstone - engr.com DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. Q09 -09 -14 CABLE LENGTH JRF Q08 -06 -14 PER COMMENTS JRF Q07 -22 -13 CONSTRUCTION JRF A 06 -11 -13 CLIENT REVIEW JRF REV: DATE: ISSUED FOR: BY: LICENSURE: %SL yO O O Z 32204 �FG/STE��O��i S/>>NAL ENG fie(( PROJECT INFORMATION: NETWORK VISION MICROWAVE ADD DISCOVERY BAY SE72XC214 1 413 SOUTHPORT LANE PORT TOWN S E N D, WA 98368 JEFFERSON COUNTY DRAWN BY: CHECKED BY: DATE: JRF I MWO 1 09 -12 -14 SHEET TITLE: SITE PLAN SHEET NUMBER: I REV.: CEI JOB #: A -1 12 r (W.- 031 J ✓. J ANTENNA SCHEDULE 22x34 SCALE: NTS 111 x17 SCALE: NTS (E) SPRINT PANE ANTENNA & RRU TO REMAIN MICROWAVE AZIMUTH 263.26 PROPOSED 2'0 II ANTENNA MOUN ANTENNA PIPE A PROPOSED RA TO PROPOSED (E) SPRINT PANEL ANTENNA & RRU TO REMAIN (E) ±150' -0" HIGH STEEL MONOPOLE (E) SPRINT PANEL ANTENNA & RRU TO REMAIN TN MAC (E) SPRINT PANEL ANTENNA TO BE REMOVED UNDER SEPARATE PERMIT (3 PER SECTOR, r1TA 1 nC 01 (E) SPRINT PANE ANTENNA & RRU TO REMAIN PROPOSED ANTENNA PLAN 3 EXISTING ANTENNA PLAN 22x34 SCALE: 1/2" = 1' -0" 11x17 SCALE: 1/4" = 1' -0" 2 1 Oil 2 122x34 SCALE: 1/2" = 170" 111 x1 7 SCALE: 1/4" = 1' -0" �01 (E) SPRINT PANEL ANTENNA & RRU TO REMAIN (E) ±150' -0" HIGH STEEL MONOPOLE (E) SPRINT PANEL ANTENNA & RRU TO REMAIN 21 1 Oil 21 TN MA, S� vv/ ,�(E) OTHER CARRIER'S ANTENNA TIP HEIGHT NOTE: r& (E) OTHER CARRIER'S ANTENNA TIP HEIGHT EL ±1 53'-2" AGL ANTENNAS, DEVICES, AND MOUNTING 'R--EL ±1 53'-2" AGL rik T.O. (E) STEEL MONOPOLE HARDWARE TO BE PAINTED TO MATCH rik T.O. (E) STEEL MONOPOLE (E) OTHER CARRI ER'S ANTENNA ARRAY (E) OTHER CARRI ER'S ANTENNA ARRAY rh� (E) SPRINT PANEL ANTENNA RAD CENTER PROPOSED SPRINT MW RAD CENTER (E) SPRINT PANEL ANTENNA RAD CENTER PROPOSED 2'0 (E) SPRINT PANEL ANTENNA MICROWAVE ANTENNA & TO BE REMOVED UNDER RADIO (ODU) MOUNTED TO SEPARATE PERMIT (E) ANTENNA PIPE MAST (3 PER SECTOR, TOTAL OF 9) (E) SPRINT PANEL ANTENNA & RRU TO (E) SPRINT PANEL ANTENNA & RRU TO REMAIN (1 PER SECTOR, TOTAL OF 3) REMAIN (1 PER SECTOR, TOTAL OF 3) (E) TOWER LIGHT (TYP) (E) TOWER LIGHT (TYP) k, Zll vj iq is is is CABLE ROUTED INSIDE (E) PROPOSED MICROWAVE LMR MONOPOLE TO MATCH (E) COAX is Vll is 4 is Is sq (E) ±150'—O" HIGH STEEL MONOPOL (E) ±150'—O" HIGH STEEL MONOPOL is wi NP is is is is is 14, is is is Is mass A. V. is is Is J. Is, 1k (E) SPRINT EQUIPMENT SHELTER (E) SPRINT EQUIPMENT SHELTER W/ SITE SUPPORT CABINETS W/ SITE SUPPORT CABINETS is Is is (E) OTHER CARRIER is (E) OTHER CARRIER EQUIPMENT SHELTER, BEYOND EQUIPMENT SHELTER BEYOND Am i'j is (E) ±6'—O" HIGH CHAIN—LINK FENCE (E) ±6'—O" HIGH CHAIN—LINK FENCE is W/ BARB WIRE W/ BARB WIRE � 0 zrz/z/z 15m r4 r rip wugv %7 gv GRADE (REF) EL 01-011 (ASSUMED) PROPOSED WEST ELEVATION 2 EXISTING WEST ELEVATION F r r p J»lK�/�(8UNR 7.8" � 3.6" MICROWAVE ANTENNA FOK 0 O (E) PIPE MAST e DMOUNT ADJUSTMENT O ASSEMBLY W/ (2) M10 O OO HEX HD SCREWS, (2) ° LOCK WASHERS & (2) FRONT SIDE FLAT WASHERS MANUFACTURER:DRAGONWAVE MO.D.EL: QUANTUM - HEIGHT: 7.8" WIDTH: 7.8" DEPTH: 3.6" RADIO UNIT INSTALLED WEIGHT: 7 LBS PER MANUFACTURER'S RECOMMENDATIONS NOT USED MICROWAVE MOUNTING NOT USED 10 RADIO UNIT (ODU) 9 22x34 SCALE: NTS 11x17 SCALE: NTS 12 22x34 SCALE: NTS 111 x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: 3" = 1' -0" 11x17 SCALE: 1 1/2" = 1' -0" NOTE: MANUFACTURER: ANDREW SEE 11/A -3 FOR MO.D.EL #: VHLP2- 18 -2GR /B MOUNTING DETAIL DIAMETER: 25.9" WEIGHT: 25 Ibs 25.9,• OQ O• 0 NOT USED 8 NOT USED 7 NOT USED 6 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS BACK (V O 14.6" TOP NOT USED NOT USED 3 NOT USED 2 MICROWAVE ANTENNA � 22x34 SCALE: NTS 11x17 SCALE: NTS 4 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: 1 1/2" = 1' -0" 11x17 SCALE: 3/4" = 1' -0" I I j ,