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HomeMy WebLinkAboutBLD2001-00400 r JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: A N E FOREST OF PUGET SOUND INC 5285 SW MEADOWS RD SUITE 282 LAKE OSGEGO OR 97035 DATE ISSUED: August 01, 2001 DATE EXPIRES:August 01, 2002 MLA NUMBER: MLA01-00379 PROJECT PLANNER: J SMITH PROJECT DESCRIPTION: CO LOCATION OF COMMUNICATIONS FACILITY ON EXISTING TOWER PROJECT LOCATION: Parcel number 901 231 004 in Section 23, Township 29, Range 01 West, WM located at 1219 Center Rd, Chimacum, WA 98325 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Developmen Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development for the presence of Environmentally Sensitive Areas(ESAs). The Department conducted a review and has concluded that the lease property DOES NOT contain Environmentally Sensitive Areas. However, future proposals will be subject to a new ESA review and conditions may be added if new ESAs are found on the property. 3.) Reviewed under the State Environmental Policy Act(SEPA) by Jefferson County acting as lead agency. Determination of Non-Significance(DNS)issued on August 4, 2000. The DNS evaluated a new 150-foot lattice tower to support a three(3)sector antenna array. The prior SEPA threshold determination included all further antenna arrays.Enviommental review has been conducted for this colocation application. 4.) The site plan as submitted with the building permit for colocation of antennas on an existing communication tower application on July 10, 2001 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated July 26, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) This approval is for colocation of an new antenna on an existing Voice Stream CommunicationTower only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 6.) A building permit application(BLD00-00359)for a 150-foot lattice tower was applied for and issued November 17, 2000. It was finaled February 20, 2001. 7.) A land use permit application(ZON99-00057)for a 150-foot lattice wireless telecommunication tower. It was issued 10/6/00 and finaled 7/36/01. 8.) A building permit application (BLD01-0070)for a propane tank was applied for and issued February 1, 2001. It was finaled February 20,2001. 9.) The parcel is a legal conforming lot that is designated as Commercial Forest(CF-80) under the Jefferson County Comprehensive Plan Land Use Map, effective August 28, 1998. CONDITIONS: 1.) The project shall adhere to the Best Management Practices(BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) Construction of the wireless telecommunication facilities is subject to the requirements of the County Building Code, Chapter 15.05 JCC, and all Building Code(UBC), the Electrical Code(NEC),the requirements of the National Electronics Industries Association/Telecommunications Industries Association (EIA/TIA)222 Revision F Standard entitled"Structural Standards for Steel Antenna Supporting Structures"and any additional applicable standards published by the Electronics Industries Association,the Uniform Fire Code and the Jefferson County Critical Areas Ordinance. 3.) Prior to issuance of a building permit,the applicant shall provide information related to the color(s),the paint reflective qualities, and the proposed paint patterns for the attached antennas and equipment enclosure for review and approval by staff. 4.) Noise generated by the wireless telecommunication facility shall not exceed the maximum environmental noise levels established in Chapter 173-60, Washington Administrative Code, as it is now in effect or in effect or hereafter amended. In the event the applicant adds an emergency generator in the future, the applicant shall notify Jefferson County and provide noise generation data for the installed generator.All noise emitting equipment that cannot in any way operate below the maximum permitted noise level shall be housed in a sound-attenuating structure, unless otherwise stipulated in the project approval. The applicant may be required to submit sound attenuation plans for review and approval by the department. 5.) Security lighting for the equipment enclosure shall be minimized.Any newly installed security lighting shall be oriented downward and shielded so that light falls only within the boundaries of the property and shall be triggered only by a motion sensor. 6.) Signs, symbols,flags, banners or other devices shall not be attached to or painted or inscribed upon any tower or antenna. A telephone number and person to call for information or in the event of an emergency shall be posted at the site. 7.) The applicant shall protect the facility from unauthorized access consistent with the purpose of protecting the public health, safety and welfare. The applicant shall maintain the facility in a good and safe condition and preserve its original appearance and concealment or camouflage elements incorporated into the design at the time of approval. Maintenance shall include, but not be limited to, such items as painting, structural repair, repair of equipment and maintenance of landscaping. 8.) The type"1"land use permit for this facility shall automatically expire and become void if the applicant fails to obtain a building permit within one year of the effective date of the land use permit. The Director may extend the permit for a period of one year, provided that the applicant files a written request for extension not less than 60 days prior to the expiration that specifies good cause for the extension. 9.) The applicant shall be responsible for all direct and indirect expenses incurred related to review and compliance with conditions of approval.All fees shall be as authorized by County Ordinance. 10.) Prior to operation of the telecommunication facilities,the applicant shall document that the system has been integrated into the County's Emergency Response System as required by Section 18.42.050.The applicant shall officially certify that they have the capacity to meet FCC mandate that all the industry must be able to locate a wireless telephone when it dials 911. 11.) In the event the wireless telecommunication facility is unused for a period of 180 consecutive days will be declared abandoned by the County. The property owner shall remove abandoned facilities within 180 days from the date of abandonment.Failure to remove an abandoned facility shall be considered a public nuisance subject to penalties. 12.) Upon written application, prior to the expiration of the 180-day period, the Director shall in writing grant a 180-day extension for reuse of the facility. Additional extensions beyond the first 180 day extension may be granted by the Director, subject to any conditions required to bring the project or facility into compliance with current law(s)and make it compatible with surrounding development. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations,or statutes applicable to the proposed development. Development pursuant to this permit shall be undertaken subject to the applicable development and performance standards of the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes"listed species(defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: 1 I -Set back buildings, utilities and roads as far as possible from surface waters(streams, rivers, lakes, marine waters), or at least 150 feet from the edge of the water -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters -Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there -Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species"taking",even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist,and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle at(206)526-6613,or the U.S. Fish and Wildlife Service at(503) 231-6121. Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21) calendar days of the date of issuance of this land use decision. For more information related to judical appeals see UDC Section 8.5.2. -4/0 % 80/0i UDC dministrat• ■ BUILDING PER MIT APPLICATION ReAOwype: I Jefferson County Departrnnt of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD01-00400 Received Date: 7/10/2001 SITE ADDRESS: 1219 CENTER RD CHIMACUM, 98325 OWNER: A N E FOREST OF PUGET SOUND INC PHONE: (503)684-4004 5285 SW MEADOWS RD SUITE 282 LAKE OSGEGO OR 97035 SUBDIVISION: Block: Lot: T 4+ PARCEL NUMBER: 901231004 Section: 23 Township: 29 N Range: 01 W CONTRACTOR: SPECTRUM/ SEATTLE LLC PHONE: (206)352-6650 1138 W EWING ST SEATTLE WA 98119 Contractor's License SPECTL*996C6 Expires 07/15/2001 REPRESENTATIVE(S): SPRINT PCS DANI BAKER (20b) 1138 W EWING SEATTLE WA 98119 62-3 SHAWN VANGIESEN rt Li3q(o 157 YESLER WAY SUITE 319 SEATTLE WA 98104 PROJECT DESCRIPTIO CO LOCATION OF COMMUNICATIONS FACILITY ON EXISTING TOWER TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ALT MAIN: INDUSTRIAL: VALUATION 40,000.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 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: PARCEL TAGS: YES NO BATHROOMS: STORMWATER: YES NO AREA Exist: Wetland Erosion Prop: Seismic Streams Total: Flood Way Floodplain F&W Landslide Routing Date: --1! n Shoreline Aquifer Forest: Commercial Rural Proximity _ J Canditione Type Amount Paid By: Date: Receipt: AP y ' l li. ED Permit $552.85 MAM 07/10/01 28600 Plan Check $359.35 MAM 07/10/01 28600 State Building Code $4.50 MAM 07/10/01 28600 AUG 0 1 2001 Total: $916.70 JEFFE` 111 •1 • DEPT.OF C• a UN r `, • ' ENT SIGNAT _ JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOP 4 2 � 8 n U„ 621 SHERIDAN ST. PORT TOWNSEND,WA 98368, (360)379-44:i, l5 r COMMERCIAL BUILDING PERMIT APPLICATI 9 J U I 1 0 ' I, _.__________._ji.--, JEFFER rN COUNTY PROJECT DESCRIPTION: �5N■ �' Q , r.,,,,,, �,_PT :(,QI L� IYY DEVELOPMENT cAft5Z,Q LE B ILDING TYPE: PROJECT TYPE: FRAME TYPE: COMMERCIAL ❑ NEW ❑ WOOD ❑ INDUSTRIAL ❑ ADDITION ❑ STEEL ❑ MULTI FAMILY#OF UNITS cALTERATION/REMODEL ❑ CONCRETE ❑ REPAIR ❑ MASONRY ❑ OTHER ❑ DEMOLITION ❑ OTHER NUMBER OF EMPLOYEES: r (c- BATHROOMS: ()IA__ ONSITE SEWAGE DISPOSAL ,n14 Existing COMMERCIAL: NUMBER OF PARKING SPACES: Proposed ❑ Conventional (Show on Plot Plan) Total ❑Alternative NUMBER OF ADA PARKING SPACES: SEPTIC PERMIT (Show on Plot Plan) NUMBER WATER SUPPLY: TYPE OF HEAT: ❑ PRIVATE WELL ❑ TWO PARTY WELL ❑ ELECTRICITY ❑ OIL ❑ PUBLIC Name of water system: ❑ WOODSTOVE ❑ PROPANE ❑ HEAT PUMP ❑ OTHER: FOOD SERVICE ❑ Yes )(No UBC OCCUPANCY FOR OFF USE NLY Classification: L6 UBC OCCUPANCY GROUP UBC TYPE OF CONSTRUCTION BASE FEE ,552 '2�S classification: PLAN CHECK 15.1 • 7 5 STATE SURCHARGE 4.50 SQUARE FOOTAGE: SUBTOTAL 9 ( b -70 First Floor POTABLE WATER Second Floor Mezzanine 911/ROAD APPROACH GRAND TOTAL q1(9 .70 2014-cot4 0.-E/ .©o RECEIPT # TOTAL VALUATION CASH/CKmO or Z� r, ESTIMATED COST �(O,p00 INITIALS P�/ DATE __/1,01 ©( IF WITHIN 200'OF THE SHORELINE, ` DISTANCE TO BANK OR ORDINARY HIGH WATER MARK ft BANK HEIGH I tt By signing the application form, the applicant/owner attests that the information provided herein is true and c9rrect to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to the""a}iplikation 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 p ovide access and right of entry to Jefferson County and it's employees, representatives drragenjts for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular busine ,. hours. SIGNATUR DATE � to NAME (PLEASE PRINT) Arm H:\Home\PIncntr\Formslcomappl/00 PAGE 03/03 JEFF CU DCD elf i 10/COM Elt5:41 4b10.1t744/J • it )1j:1 i!Km 441 see 4 i 1 mann•1/4., 2 oio 2 Socrspaen Oawitv. al VOICUlltal 111412LIM SIMI"149 VOICESTREAM WIRELESS • . • CtitiACUW 81TE Na 66101 • LEASE AREA 804131T ]DECEEIWE E 1/4 COR SEC 23 T29N. Rm. KM. JEFFERSON COUNTY J U I_ 1 0 . wAsHilgcroN JEFFERSON COUNTY l'ellt. PARCEL MAP DEPT. OF COMMUNITY DEVELOPMENT SCALE: 1 = t000' 964' ME DETAL . saw de- gr . '. A' SE COR SEC 23 v• '• 729N, RM. W.H. •• .:, JEFFERSON COUNTY wASNNACTON • . . . . E 1"COR SEC 23 I i 1 :i 4 ; i 1 .. , T29N. RINI, Wit. JEFFERSON COUNTY . WASNiNGT0N E II ! ' .. . ' I 1 \ E i , WM i :1 411 ' . AFFe? / ,... ., i ( ./490130•. f'.. ■ 'ilEtt • • • . ,... ,,,, .:_-.:... serosut . — -- 1pi:DETAIL AdAP l , . •• peg SCALE: I. .. 50' 1 it , ; 1 \I, ks. '• . VI . f• . e 1 / \k, ..- 4.F. t)..., 1; 41' 1 r. - t.t' ' .1i / \4.k .,‘ st- cot sec 23 ‘ ,. 1.29N. RM. F/JA. ,.N, .., JEFFERSON COUNTY wASNNIOTCN f •%. of *,- . .,, • 7% !Yli\RonieriXesi .., J =PIM. 0/30/0,11. Mt sewn 36%,Sulle ZOO Apex Joe Na aglia- (253)4773.8":441114Mr4167:71:05 D E C LE 0 V 1E- 1 1 ,I FEB a 52001 JEFFERSON COUNTY ' DEPT..... Of COMMUN 1 PAGE 02/03 ,, , ..., w.+.. vv.•.r. .....“....J r wti.'. Jt_I"t VU lArU NO REAL ESTATE if 1 .i i .; I1 �I I+± 111'1 ■1I 441096 SALES TAX REQUIRED !i� Iil 11 t III f I !� COUNT ' EAS RE' ' 1 I r w�.: 1 or s Jefferson Count,. WA VOICESTNCpn Mtaruee "Ilal e.e e3; •• r l a I 1 �.fASk .00 BY • w' r. ; i• JUL___gLEICicala VA-43'g c'4 8 3 1 Q Please print neatly or type information JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT DOCU NT TITLE . • A Cx. r REFERENCE NUMBERS (S) OF RELATED DOCUMENTS Additional Reference te's on Pails„^ GRANTOR(S)(Last.First and Middle Initial) . ' .aufjei____________ Additional grantor on page GRANTEE (S)(Last,First and Middle Initial) 0( -•- t 61—d. - (. - Additional grantee on page LEGAL DESCRIPTION(Aboreviated form:i.e.Iot,block,plat or section.township,range.quarter/quarter) At) E`/ Cam - Sec. ...?" ' ; 14) ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NU d,tMBER legal on page ___________ Additional parcel Ws on page ` The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. �^, �r;,a+ -° -- �VJ ;f �I i FEB 15 2001 € DEPT.OF COMMUNITY DOF'MEtT met MMO NS --LocAle. JEFFERSON COUNTY PERMIT CENTER � (� Pte ?' , APPLICANT NAME: wP� PGs PHONLt( c • SITE ADDRESS: (21 a (w DATE: -7 (LC) / 01 tutpteo 0 1. HEALTH APPROVAL SEPTI '' FOOD SERVICE TT ' ER t\fo k _�A`7r/t2. 2. SHORELINE BANK HEIGHT SETBACK 3. FLOOD ZONE FOREST PRACTICE APP (CLASS ) PLANNING APPROVAL top CRITICAL AREA REVIEW 7. ZONING 8. 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O 0 -.4 " -. -P O I-1 o C ] T Z Cr O- CD T CO CO HD CO — . ( ' ,.\g.SON c , , °6 JEFFERSON COUNTY ' , '� 1 DEPARTMENT OF COMMUNITY DEVELOPMENT ECEIIWEB lG� 0'� 621 Sheridan Street • Port Townsend • Washington 98368 J s NG`S 360/379-4450 • 800/831-2678 • 360/379-4451 Fax Iii: i ,t JEFFERSON COUNTY BUILDING PERMIT SUPPLEMEN -' PT. OF COMMUNITY DEVELOPMENT CONTACT INFORMATION Property Owner: Phone: (if different from applicant) Apt E For or ti 7- cult.31), /kr, (503)--( 'q- Mailing Address: 0635 Stt) MGAtows /P hD / Salmi zBL,C.Ak-e- o )p oR 57o35 General Contractor: Or Manufactured Home Installer: Pone: SPecreum Serrrf t,e ( g) 3s -‘,‘ , Mailing Address: 1 130 IA). AJ/L)G, 5 ,ttl 98 /9 Contractor's State Lic nse Number: Expiratio Da e: -6Tj a 9.96&h 97/// Septic Designer: m tv Phone: Mailing Address: Architect:/Engineer: Phone: I .. Pre rr r 47o-fgss/ Mailing Address: Li Zoo �-T e. S to, / S v rr" k , L4&iU/v wooi>, !1 iik 9e 036 Loan Lender/General Phone: Contractor's Bond Holder: q Mailing Address: BLD SUPP Q\ITCT FORM.doc 3/27/01 . 1UL-26-2001 THU 08:52 AM SPECTRUM SEATTLE FAX NO. 2063526651 P. 01 - S .FEGr RUM SEATTLE , LLC 1138 WEST EWING SEATTLE , WASHINGTON 98119 PHONE 206 - 352 - 6650 FAx 206 - 352 - 6651 FACSIMILE TRANSMITTAL SHEET TO: n FROM " COMPANY: �W 0. m� � �•'��(� ^^. DATE: FAx NU BER; � 4 TOTAL NO,OF PAGES INCL DING COVER: ❑ URGENT D FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY 0 PLEASE RECYCLE NOTES/COMMENTS: PAJ•; ` 7 � r Lt.& \C.)CAAA.tiL 66k- fe, c-2.1 Cee . c:)tal.Q.z or,- - 0 0 00 . \JUL-26-2001 THU 08:52 AM SPECTRUM SEATTLE FAX NO. 2063526651 P. 02 le!" if , ` gi E 4 ( m > 2 c t: n pi ; ., Da. c,g ° . F R. Sal ° C • g ' 0 g.(-1 cif c g.c- N g 5'a <'IT.:. owe . N n .- 'I�r C9�w O r W 1 ` -'Q 44‘ i .7.4 .1W. 1, 5. � �a . Zi a E42 W ‘N)? po t 8 FO. H II 4 O N N c '4'"r' to e„ .li p Zoe Ann Niswonger From: Jim Tracy[jimt @harbornet.com] Sent: Wednesday, August 08, 2001 1:50 PM To: zniswonger @co.jefferson.wa.us Cc: Michael Brown (E-mail) Subject: Permit#BLD01-00400 Dear Zoe, Thanks for your help on the phone today! Per our conversation, please amend the above listed permit to Reflect Legacy as the Contractor. Legacy Telecommunications, Inc. 7108-B Pioneer Way Gig Harbor, WA 98335 WA Lic. # LEGACTIO05KD Expires 05/01/2002 Also, please fax confirmation of this to me at the number listed below. Have a great day! ***************We Moved******************** As of July 1, 2001 New address is: Legacy Telecommunications, Inc. 7108-B Pioneer Way Gig Harbor, WA 98335 New Fax Number is: (253) 858-0215 Same Phone (253) 858-0214 Jim Tracy (253) 219-5043 Cell (253) 858-0214 Office www.legacytowers.com 1 LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia,WA 98504-4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration#or License LEGACTI005KD Name LEGACY TELECOMMUNICATIONS INC Address 3413 56TH ST NWSTE A Address City GIG HARBOR State WA Zip 98335 Phone Number 2538580214 Effective Date 5/4/00 Expiration Date 5/1/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 602018360 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW*VIEW CONTRACTOR BOND/SAVINGS INFORMATION * * * 'CHECK*CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME,PRINCIPAL OWNER NAME, NUMBER, UBI NUMB ER or return to the L&I Construction Compliance Home Page https://wws2.wa.gov/lni/bbip/TF2Form.asp?License=LEGACTI005KD 08/08/2001 • BOND/SAVINGS INFORMATION Page 1 of 1 BOND/SAVINGS INFORMATION FOR LICENSE SELECTED When information is presented in both BOND and SAVINGS,to determine which information is most currrent,compare EFFECTIVE DATE at BOND information with EFFECTIVE DATE at SAVINGS information. Most recent EFFECTIVE DATE is the most current information pertaining to BOND or SAVINGS listed for the License selected for inquiry. BOND INFORMATION: BOND BOND EFFECTIVE EXPIRATION IMPAIRED/ LICENSE COMPANY NUMBER DATE DATE CANCELLATION MOUNT DATE COLONIAL LEGACTIOOSKD AMERICAN CAS & LPM4040064 4/20/00 CANCELLED 6000 SURETY ASSIGNMENT OF SAVINGS ACCOUNT INFORMATION: LICENSE IBANK NAME ACCOUNT ID (EFFECTIVE DATE RELEASE DATE IMPAIRED FLAG AMOUNT I https://wws2.wa.gov/lni/bbip/ACTP4.asp?License=LEGACTI005KD 08/08/2001 gy t Co -I-e 74--c DRAFT - NOT A VALID JEFFERSON COUNTY 6-1!;.1-644.) DEPARTMENT OF COMMUNITY DEVELC UNIFIED DEVELOPMENT CODE g_02--C-A---s TYPE I LAND USE PERMIT APPLICANT: A N E FOREST OF PUGET SOUND INC 5285 SW MEADOWS RD SUITE 282 LAKE OSGEGO OR 97035 DATE ISSUED: DATE EXPIRES: MLA NUMBER: MLA01-00379 PROJECT PLANNER: J SMITH PROJECT DESCRIPTION: CO LOCATION OF COMMUNICATIONS FACILITY ON EXISTING TOWER PROJECT LOCATION: Parcel number 901 231 004 in Section 23, Township 29, Range 01 West, WM located at 1219 Center Rd, Chimacum, WA 98325 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development for the presence of Environmentally Sensitive Areas (ESAs). The Department conducted a review and has concluded that the lease property DOES NOT contain Environmentally Sensitive Areas. However, future proposals will be subject to a new ESA review and conditions may be added if new ESAs are found on the property. 3.) Reviewed under the State Environmental Policy Act(SEPA) by Jefferson County acting as lead agency. Determination of Non-Significance (DNS) issued on August 4, 2000. The DNS evaluated a new 150-foot lattice tower to support a three (3)sector antenna array. The prior SEPA threshold determination included all further antenna arrays.Enviornmental review has been conducted for this colocation application. 4.) The site plan as submitted with the building permit for colocation of antennas on an existing communication tower application on July 10, 2001 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated July 26, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) This approval is for colocation of an new antenna on an existing Voice Stream CommunicationTower only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 6.) A building permit application (BLD00-00359)for a 150-foot lattice tower was applied for and issued November 17, 2000. It was finaled February 20, 2001. 7.) A land use permit application (ZON99-00057)for a 150-foot lattice wireless telecommunication tower. It was issued 10/6/00 and finaled 7/36/01. 8.) A building permit application (BLD01-0070)for a propane tank was applied for and issued February 1, 2001. It was finaled February 20, 2001. 9.) The parcel is a legal conforming lot that is designated as Commercial Forest (CF-80) under the Jefferson County Comprehensive Plan Land Use Map, effective August 28, 1998. CONDITIONS: 1.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) Construction of the wireless telecommunication facilities is subject to the requirements of the County Building Code, Chapter 15.05 JCC, and all Building Code (UBC), the Electrical Code (NEC), the requirements of the -Set back buildings, utilities and roads as far as possible fiorn surface waters(streams, rivers, lakes, marine waters), or at least 150 feet from the edge of the water -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters -Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist,and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle at (206)526-6613,or the U.S. Fish and Wildlife Service at(503) 231-6121. UDC Administrator Allik 3 Applicant: A N E FOREST OF PUGET SOUND INC Printed July 31, 2001 Site Address: 1219 CENTER RD CHIMACUM, WA 98325 Cases With MLA#:MLA01-00379 Review TYPO Status Planner BLD01-00400 I RDY J SMITH \\T:' 1<i Q 0 ,1\6\ ,\\,?);\ ` 1 1E C E 5 W E t JEFFERSON COUNTY N 1 J O O J r � '''' 'ca' mi- b � n om _ 1 LH n of .: - ' =, (--) t1 nio ZQ ›Iwtl] PrIciT ZQ > ro HRH H ~ yH HoH CM] H HCn H Ci] tI H nth � tad H n Cyt] to ' > Cn < Cniox m4 < Cs o :1 Z 1-3----.. tiro Z M H ` ' C t%MOHO > Cl) t'iQ HO tr] tr] t5 o ff 0- tuts t:I n H C . -i VDHH Ht-' H0Cn Q. 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From; Mindy Sleeth,Assistant to: Laura Gies Colocation Coordi ,, , VoicaStream reless 19807 • Creak Parkway North Both ,WA 98011 ra,giaa3S @voic¢Stream.com ���9 I Phone: (425)415-8526 -Laura (425)415-8533 -Mindy 9 .e &o,�ti a lo F M (425)39i3-7420 , eiL la�spe4.1.191.s 1SsVI:1 of cPec 62,4 Qr�u?`d d ,./f you did not receive all paps to this transmission,please call the sender at the number ebovecc A rrr�.C - Peel A- The information contained in this Mx message is intended only for the personal and confidential use of the recipient(s)named above. If the reader of this message Is not the intended recipient or an agent responsible for Qpy(a/ Q,;` delivering it to the intended recipient,you have received thie document in error. any review,dissemination, distribution,or copying of this message Is prohibited. If you have received this communication in error,please notify us Immediately by telephone,and return the orginal message to us by mall.Thank you. . gq Ot ik/v2fri-- ; @1:),S)'1' 30 @7 o;DEC. 4. 2001 :10:070425398742o NO. 7880 P. 2a WOWr...-�-�. 19807 North,Creek Parkway North Bothell,WA 98011 February 21,2001 • To Whom It May Concern: Voicestream Wireless proposes to build site 06105 Chimicum near Port Townsend, Washington. This site,located at 47 59' 1232"latitude and 122 45'35.59"longitude (NAD 83),is to be built at a height above ground level of 150 feet,at a location with ground elevation 520 feet above mean sea level. The nearest public use landing facility is Jefferson County Intl Airport,located more than 4 miles(25,088 feet)from the proposed site. Because of the she's distance from the nearest public use airport and its relatively low height,FAA notification is wwecessary_ Attached are two documents. One is a government circular describing which structures are specifically axjp pt from PAA registration. The other is a section of Federal Aviation Regulations,which identifies those structures that do require notice. I hope this clears up any possible misunderstanding. Thank you, ei tO Wir• R t Jeremy Boland RF Technician Voicestearn Wireless 900v North crkek P.1,,,.dy North Bothell,WA 980 t L , 0DEC. 4. 2001,110;07AM4s53987420 NO. 7880 P. 33 . AI�BNNA STRUCTURE REGISTRATION Page 1 of 3 .e"''1"' Wireless Telecommunications •�./ Bureau WHICH STRUCTURES MUST BE REGISTERED WITH THE FCC? Most antenna structures that are higher than 60.96 meters(200 feet)above ground level or that may interfere with the flight path of a nearby airport must be ctaared by the Federal Aviation Administration(FAA)and registered with the FCC. - Unless specifcelly,a eenptedd,FAA notification and FCC registration are required for: 1. Any construction or alteration of more than 60.96 meters(200 feet)in height above ground level at its site. 2. Any construction or alteration of greater height than an imaginary surface extending outward and upward at one of the following slopes: o 100 to 1 for a horizontal distance of 6.10 kilometers(20,000 feet)from the nearest point of the nearest runway of each SPECLF1D AIRPORT with at least one runway more than 0.98 ldlometers(3,200 feet5 in adieu length,excluding heliports; o 50 to 1 for a horizontal distance of 3.05 kilometers(10,000 feet)from the nearest point of the nearest runway of each S1C1 l'ORT with its longest runway no more . than 0.98 kilometers(3,200 feet)in actual l engtfi,excluding heliports;and, O 25 to 1 for a horizontal distance of 1.521dlometers(5,000 feet)from the nearest point of the nearest landing and takeoff area of each heliport at a SPECIFIED AIRPORT. 3. Any construction or alteration that would be in an instrument approach area and available information indicates it might exceed an obstruction standard of the FAA.In this case,the FAA would specifically ask you to file a notification—you would then be required to register the structure. 4. Any construction or alteration on a SPECIFIED AIRPORT. NOTE:The term SPECIFIED AIRPORT,in the context of this guide,refers to: • a Lb lic use airport listed in the Airport Directory of the current Aeronautical Information Manual or in either the Alaska or Pacific Airman's Guide and Chart Supplement • an airport under construction,that is the subject of a notice or proposal on file with flee FAA. and except for military airports,it is clearly indicated that the airport will be available for public use;or • an airport that is operated by an armed force of the United States. - http://www.fcc,govtwtb/antenna/whathtml 03/27/2000 0DEC. 4. 2001,;10; 0704253087480 N0. 7880 P_ 44 ANTENNA STRUCTURE REGISTRATION Page 2 of 3 The following types of antenna structures are specifically exempted from the FAA notification - requirements and FCC registration requirements. 1. Any antenna structure that would be shielded by existing structures of a permanent and substantial character or by natural terrain or topographic features of equal or greater height,and would be located in the congested area of a city,town or settlement where it is evident beyond all reasonable doubt that the structure so shielded will not adversely affect safety in air navigation. 2. Any antenna structure of 6.10 meters(20 feet)or less in height except one that would increase the height of another antenna structure.Examples of the"20 foot rule". 3. Any air navigation facility,airport visual approach or landing aid,aircraft arresting device,or - meteorological device,of a type approved by the FAA,the location and height of which is fixed by its fraction. EXAMPLES Antenna structures mounted on man-made structures: ,„.1 , :,_ ,mot 0 - 200 feal►aNageeuntl I i , lin a NOTE;In order to simply this example, we have assumed that the antenna structures are far from an airport. The same principles,however,hold true when substituting the "imaginary surface t for the 60.96 meter(200 foot)line shown in the example. 4 (A) and(B)—Registration is not required.Neither of these antenna structures exceeds 60.96 meters(200 feet)above ground. (C)--Registration is not required.Although the tip of the structure is more than 60.96 meters(200 feet)above ground,the structure meets the 6.1 meter(20 foot)exception. (D)—Registration IS REQUIRED_Although the structure itself does not exceed 6.1 meters(20 feet) above the building,the tip of the antenna mounted on the structure exceeds 6.1 meters(20 feet)above the building (E) on IS REQUIRED.The structure clearly exceeds 6.1 meters(20 feet)above the building. http://wvrw.fe.c.goviwtb/anteana/wiutt.html 03/27/2000 01 EC_ 4: 2001 .10.07AM4253987420 NO' 7880 P. „55 ANTENNA STRUCTURE REGISTRATION Page 3 of 3 (F)--Registration is not required.Although the antenna structure causes the overall height of the building to exceed 60.96 meters(200 feet)above ground,the antenna structure meets the 6.1 meter (20 foot exception).(Note--the building owner would be responsible for notifying the FAA concerning the overall height of the building.This action would not affect the antenna structure) Free-standing antenna structures: • 204 ft alms,round 11, r ,adet NOTE:In order to aimplior this example, we have assumed that the antenna structures are far from an airport. The same principles,however, hold true when substituting the "imaginary surface'for the 60.96 meter(200 foot)lice shown in the example �—d_Registration is not required.The structure dose not exceed 60.96 meters(200 feet)above (H)- Registration IS REQUIRED.Although the structure itself does not exceed 60.96 meters(200 feet)above ground,the antenna mounted on the top causes the overall height of the structure to exceed 60.96 meters(200 feet), � Registration IS REQUIRED.The structure clearly exceeds 60.96 meters(200 feet)above If you have any comments or questions concerning this information,you may email maday@fcc.t ov_ For general information contact the FCC National Call Center at 1-888-22.5-5322 Last reviewed/updated:March 17,1992 Top of Page 11 Antenna_RegIstratlon Home WTB Home U FCC Home II www.fcc.gov/wtb/antefna/wllathtml http://www.fcc.gov/vetb/antennewhat.html 03/27/2000 oDEC_ 4:2001 ,10:. NO. 7880 P.�68 18614, Dec. 17, 1968: Arndt. 77-10, 37 FR 4705, Mar. 4, 1972) SeC. 77,13 Construction or alteration requiring notice. • (a) Except as provided in Sec. 77.15, each sponsor who proposes any of the following construction or alteration shall notify the Administrator in the form and manner prescribed in Sec. 77.17! (1) Any construction or alteration of more than 200 feet in height above the ground level at its sits. (2) Any construction or alteration of greater height than an imaginary surface extending utward and ward at one of the following ng up owing '1 es: i ( ) 100 to 1 for a horizontal distance of 20,000 feet from the nearest point of the nearest runway of each airport specified in paragraph (a) (8) of this section with at least one runway more than 3,200 feet in actual length, excluding heliports. (ii) 50 to 1 for a horizontal distance of 10,000 feet from the nearest point of the nearest runway of each airport specified in paragraph (a) (5) of this section with its longest runway no more than 3,200 feet in actual length, excluding heliports. (iii) 25 to l for a horizontal distance of 5,000 feet from the nearest point of the nearest landing and takeoff area of each heliport specified in paragraph (a) (5) of this section. (3) Any highway, railroad, or other traverse way for mobile objects, of a height which, if adjusted upward 17 feet for an Incarnate Highway that is part of the National System of Military and Interstate Highways where overcrossings are designed for a minimum of 17 feet vertical distance, 15 feet for any other public roadway, 10 gest or the height of the highest mobile object that would normally traverse the road, whichever is greater, for a private road, 23 feet for a railroad, and for a waterway or any other traverse way not previously mentioned, an amount equal to the height of the highest mobile object that would normally traverse it, would exceed a standard of paragraph (a) (1) or (2) of this section. (4) When requested by the FAA, any construction or alteration that would be in an instrument approach area (defined in the FAA standards governing instrument approach procedures) and available inrorMation indicates it might exceed a standard of Subpart C Of this part. (5) Any construction or alteration on any of the following airports (inciUdiug heliports) : (i) An airport that is available for public uce and in listed in the Airport Directory of the current Airman'a Information Manual or in either the Alaska or Pacific Airman,* Guide and Chart Supplement. (ii) An airport under construction, that is the subject of a notice or t proposal on file with the Federal Aviation Aamin,lptretion, and, except for military airports, it is clearly indicated that that airport will be available for public use. (iii) An airport that is operated by as armed force of the united States, (b) Each sponsor who proposes construction or alteration that is the subject of a notice under paragraph (a) of this section and is advised by an FAA regional office that a supplemental notice is required shall submit that notice on a prescribed form to be received by the FAA regional office at least 48 hours before the start of the construction or alteration. (c) Each sponsor who undertakes construction or alteration that is the subject of a notice under paragraph (a) of this section shall, within 5 days after that construction Or Alteration reaches its greatest height, submit a supplemental notice on a prescribed form to the FAA regional orrice having jurisdiction over the region involved, if-- (1) The construction or alteration is more than 200 feet above the surface oDEC. 4. 2001-:10.08 AM4tsane742o NO. 7880 P. 77 A ' '..: V • s love Of its site; or (2) An FAA regional office advises him that submission of the form is required. - (Arndt. 77-S, 33 FR 5256, Apr. 2, 1969, as amended by Arndt. 77-9, 36 FR 5970, Apr. 1, 1971; Amdt, 77-10, 37 FR 4705, Mar. 4, 1972] , Sec. 77.15 Construction or alteration not requiring notice. No person is required to notify the Administrator for any of the following construction or alteration: (a) Any object that would be shielded by existing structures of a permanent and substantial character or by natural terrain or topographic features of equal or greater height, and would be located in the congested area of a city, town, or settlement where it is evident beyond all reasonable doubt that the structure so shielded will not adversely affect safety in air navigation. (b) Any antenna structure of 20 feet or less in height except one that would increase the height of another antenna structure. (c) Any air navigation .facility, airport visual approach or landing aid, aircraft arresting device, or meteorological device, of a type approved by the Administrator, or an appropriate military service on military airports, the location and height of which is fixed by its functional purpose. (d) Any construction or alteration for which notice is required by any other FAA regulation. [Doe. No. 1882, 30 Fib 1039, Feb. iv, 196s, as amended by Arndt. 71-5, 33 PR 5257, Apr. 2, 1968; Amdt_ 77-9, 36 FR 5970, Apr. 1, 1971] Sec. 77.17 Form and time of notice- (a) Each person who is required to notify the Administrator under Sec. 77.13(a) shall send one executed form set (four copies) of FAA Form 7460-1, Notice of Proposed Construction or Alteration, to the Manager, Air Traffic Division, FAA Regional Office having jurisdiction over the area within which the construction or alteration will be located. Copies of FAA Form 7460-1 may be obtained from the headquarters of the Federal Aviation Administration and the regional offices, (b) The notice required under Sec. 77.12(a) (1) through (4) must be submitted at least 30 days before the earlier of the following dates& . (1) The date the proposed construction or alteration is to begin. (2) The date an application for a construction permit is to be filed. ! however, a notice relating to proposed construction or alteration that is subject to the licensing requirements of the Federal Communications Act may be sent to FAA at the Same time the application for construction is filed with, the Federal communications Commission, or at any time before that filing_ (c) A proposed structure or an alteration to an existing structure that exceeds 2,000 feet in height above the ground will be presumed to be a hazard to air navigation and to result in an inefficient utilization of airspace and the applicant has the burden of overcoming that presumption. Each netite submitted under the pertinent provisions of this Part 77 proposing a structure in excess of 2,000 feet above ground, or an alteration that will make an existing structure exceed that height, must contain a detailed showing, directed to meeting this burden. 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The application was reviewed by the Jefferson County Department of Community Development for the presence of Environmentally Sensitive Areas(ESAs). The ! Department conducted a review and has concluded that the lease property DOES NOT contain Environmentally Sensitive Areas. However, future proposals will be subject to a new ESA review and conditions may be added if new ESAs are found on the property. 2.) The project shall adhere to the Best Management Practices(BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) Reviewed under the State Environmental Policy Act(SEPA) by Jefferson County acting as lead agency. Determination of Non-Significance(DNS)issued on August 4, 2000.The DNS evaluated a new 150-foot lattice tower to support a three(3)sector antenna array. The prior SEPA threshold determination included all further antenna arrays.Enviommental review has been conducted for this colocation application. 4.) The site plan as submitted with the building permit for colocation of antennas on an , existing communication tower application on July 10, 2001 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated July 26, 2001 shall be resubmitted for review and approval by <. Jefferson County Department of Community Development. 5.) This approval is for colocation of an new antenna on an existing Voice Stream CommunicationTower only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 6.) Construction of the wireless telecommunication facilities is subject to the requirements of the County Building Code, Chapter 15.05 JCC, and all Building Code(UBC),the Electrical ..,,5 Code(NEC), the requirements of the National Electronics Industries k. Association/Telecommunications Industries Association (EIA/TIA)222 Revision F Standard entitled"Structural Standards for Steel Antenna Supporting Structures"and any X .• k additional applicable standards published by the Electronics Industries Association, the -• Uniform Fire Code and the Jefferson County Critical Areas Ordinance. -�7.) Prior to issuance of a building permit, the applicant shall provide information related to the color(s),the paint reflective qualities, and the proposed paint patterns for the attached -,h, , , antennas and equipment enclosure for review and approval by staff. �: K' �.) Noise generated by the wireless telecommunication facility shall not exceed the maximum ; ' environmental noise levels established in Chapter 173-60,Washington Administrative �� --:,:s, t Code,as it is now in effect or in effect or hereafter amended. In the event the applicant ,. �•: s adds an emergency generator in the future, the applicant shall notify Jefferson County and z,, .t_* -�4 ,� provide noise generation data for the installed generator.All noise emitting equipment that ' ,�,r1, `, Cannot in any way operate below the maximum permitted noise level shall be housed in a •w-f /` r ,§ sound-attenuating structure, unless otherwise stipulated in the project approval.The ' f �L ‘,,r - -, , applicant may be required to submit sound attenuation plans for review and approval by b' , a s: the department. !R1 � 9.) Security lighting for the equipment enclosure shall be minimized. Any newly installed �,� ,,„ security lighting shall be oriented downward and shielded so that light falls only within the ., •' } boundaries of the property and shall be triggered only by a motion sensor. 10) Signs, symbols,flags, banners or other devices shall not be attached to or painted or - 'inscribed upon any tower or antenna. A telephone number and person to call for 4` hitormation or in the event of an emergency shall be posted at the site. 11 ts. applicant shall protect the facility from unauthorized access consistent with the p of protecting the public health, safety and welfare.The applicant shall maintain a.the facility in a good and safe condition and preserve its original appearance and concealment or camouflage elements incorporated into the design at the time of approval. .=' . Maintenance shall include, but not be limited to, such items as painting, structural repair, `1trr repair of equipment and maintenance of landscaping. p /--,--A/ p „9/„.,,,,, cv ,6_, - ., 6-4 f'Y�, - , � 12.) The type"1"land use permit for this facility shall automatically expire and become void if the applicant fails to obtain a building permit within one year of the effective date of the land use permit The Director may extend the permit for a period of one year, provided that the applicant files a written request for extension not less than 60 days prior to the expiration that specifies good cause for the extension. 13.) The applicant shall be responsible for all direct and indirect expenses incurred related to review and compliance with conditions of approval.All fees shall be as authorized by County Ordinance. 14.) Prior to operation of the telecommunication facilities, the applicant shall document that the r� system has been integrated into the County's Emergency Response System as required by Section 18.42.050. The applicant shall officially certify that they have the capacity to meet FCC mandate that all the industry must be able to locate a wireless telephone when it dials 911. 15.) In the event the wireless telecommunication facility is unused for a period of 180 consecutive days will be declared abandoned by the County. The property owner shall remove abandoned facilities within 180 days from the date of abandonment Failure to remove an abandoned facility shall be considered a public nuisance subject to penalties. 16.) Upon written application, prior to the expiration of the 180-day period,the Director shall in writing grant a 180-day extension for reuse of the facility.Additional extensions beyond the first 180 day extension may be granted by the Director, subject to any conditions required to bring the project or facility into compliance with current law(s)and make it compatible with surrounding development 17.) A building permit application(BLD00-00359)for a 150-foot lattice tower was applied for l and issued November 17,2000. It was finaled February 20,2001. 18.) A land use permit application.(ZON99-00057)for a 150-foot lattice wireless telecommunication tower. It was issued 10/6/00 and finaled 7/36/01. 19.) A building permit application(BLD01-0070)fora propane tank was applied for and issued February 1, 2001. It was finaled February 20,2001. 20.) The parcel is a legal conforming lot that is designated as Commercial Forest(CF-80) under the Jefferson County Comprehensive Plan Land Use Map,effective August 28, 't -,," 1998. n 4r 1i �° Y`) � 2 Atli:. } ;14 Sir r . rte" Yi4 T.. ��.c � ' "its �4 4 'i re, +t ♦' rya! .�' X°,,.. 'C'I x y�., � � �*„fin,: � �. �, •�'�� sS s;., r BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 (800) 831-2678 PERMIT#: BLD01-00400 SITE ADDRESS: 1219 CENTER RD ssueived Date 07/120 CHIMACUM, 98325 Issue Date 08/1/20 APPLICANT: A N E FOREST OF PUGET SOUND INC Expiration ONE: 0ONE: (5033)684 )684 5285 SW MEADOWS RD PH SUITE 282 LAKE OSGEGO OR 97035 SUBDIVISION: PARCEL NUMBER: 901231004 Block: Lot: T 4 Section: 23 Township: 29 N Range: 01 W CONTRACTOR: LEGACY TELECOMMUNICATIONS INC 7108-B PIONEER WAY PHONE: 253-858-01' GIG HARBOR WA 98335 Contractor's License: LEGACTI005KD Expires: 05/01/2002 253-858-0215 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION CO LOCATION OF COMMUNICATIONS FACILITY ON EXISTING REQUIRED INSPECTIONS: TOWER [ l Setbacks (Shoreline Setbacks): [ ] Footings: Vii'1g- G . - ( - [ l Foundation: [ l Underground Plumbing/Underground Insulation: [ l Shear Wall: [ l mifl%Plumbin•:.l [ l Propane Tan [ l Insulation: I � i' ``- [ l Sheetrock: upancy Approval) r 0 HEALTH DEPARTMENT APPROVAL RE UIRED PR,ART•I- AL INSPECTI• THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED . BUILDING INSPECTION HOT-LINE 379.4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE I Office Hours 9:00 a.m. -4:30 p.m NSPECTIONS. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY JEFF CU DCD PAGE 83/83 itu/10/ .1..400 00:41 .3b0.1/ 44/.3 ......A,A. • VOICESTREAM WIRELESS • • CIIIWACLII SITE 102 3E8101 LEASE 7 AMA MIIS? -[ -ftITT-----I "Ilr----------- C 1/4 CO sec 23 129r4. R7w. M. Jiltratsam couNry JUL WASHINGTON 0114:16%. . NAME.I44P JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT •■■■•■■■■• ••■■■. „.■,..m.11■■•■•••■ SCALE I. it MOW • 964' Mr VITAL 111,12w;" al SE COR SEC 23 129N, RIK w.ki. .•.,* JEFFERSON COuNTY wASNINGION .zAr r , i i ! • C I"CM SEC 23 . 2 i ! . . •., MK Mt NAL _JEFFERSON COUNTY NAN-INGTON i il Il . R I t 1 r LAW / 1 1111 ) i . OM• ....I .... 'WOO ' • ■• ... !fr, s 0 4 .. ., , :.11 :, : • • ._._. — arrornre - i . • •' --iv — — - . p DETAL MAI' . . ;., \ t 1.. .. p SCALE: 1. ■ 50' • ; 14, \I APPROVED• i % a : \ 1 , , , ... : , ,, . SITE PLAN .. , y \ i • I JUL 26 II 1 • ,,- RsoN,..,. • DEPT.OF ••, ,,61''_i: • -TA.,.....,lin \Z‘ \ SEC ' 23 dr r - 1 12Sk RM. WAL . ..„ JEFFERSON cowry , SIGNA I 01"-Z--411-"" - ... / -4,.. .■ 1 ,74vcif c..... = Ihniallifilli Mt pre w/A„A.K.ao• DIECEggE fr.) Apt.03 No,241 .2 C..)Atzvatirrurzt-2.7. FEB ' 5 2001 , ,1 I 114 I ! JEFFERSON COUNTY ___.. DEPT.OF COMMUNITY DEVELOPMENT i • --"FEB 28. 2001u 2: 58AM`� Ff53 4810 VOICES AM NO. 0916 P. 3/13 la 161 163014 Ii1 002 1 , 23711 South le3"°Circle Omaha,NE 402-333-7070 68 02 33,3. 0�s0 SEMAAN ENGINEERING Fax-333-8577 150 ft Valmont tower COPY Structural Analysis Prepared for: VolceStream Wireless Q 1500 N.E. Irving, Suite 530 2(� ' Portland, OR 97232 Site: SE6101A / Chimacum / Sprint . Chimacum, WA AIN ja' r, February 22, 2001 6767 • 1140!;/7'41/17/ ECEAVED ju _ D JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT 02FEB. 28_ 2001 ' 2:58AM`"• °�' 901U VOI S'n5& [ Na 0916 P. 4/13 `" - - ....,V PAZ 13 363014 s - . February 22,2001 February 22,2001 Ms. Jennifer Jones VolceStream Wireless-OR 1500 N.E Irving, Suite 530 Portland, OR 97232 Re:Site Nuu beI-SE61O1A_ Chlmacum. WA. Dear Ms.Jones: We have completed the structural analysis for the existing tower, located at the above referenced site. The purpose of this analysis is to determine that the existing tower design is in conformance to the EA/TM-222-F standard for the proposed antennae loads installation. Refer to the Review and Recommendations section at the end of this report for the analysis results. Description of tower. •The structure is a 150 ft Valmont tower. Refer to Valmont drawing order 1122700 for a detailed description of the structure. M od�atysis: The tower was analyzed using SAPS computer program for transmission and communication type structures. Over the past twenty years, previous versions of SAPS have been used by hundreds of utilities, consuhtants and fabricators throughout the world. The structural analysis is non-linear, which accounts for the second order geometric effects due to the displacements.ft also treats guys as exact cable elements and therefore is ideal for guyed towers. The analysis was performed in conformance with EIAJT1A-222-F for 100 mph with 1/2" simultaneous radial ice_Wind is applied to structure, accessories and • antennas. nn 0 V �J JEFFERSON COUNTY Page 2 DEPT. OF COMMUNITY DEVELOPMENT 02Ftti. 28. 2001 2: 58AM`" V.J 401U voICEsTREAM NO. 0916 P. 5/13: &&;4.‘ FAX It 383014 004 February 22,2001 Structure loading: • Per the loading sheet supplied,the analysis was performed using the following loading: (Proper loading in bold) • Elev. (ft _ Antennas and Mounts Coax Owner 147.0 12 RR65'19.-00DP w/Aires LNA's Mounted Qn{1 Platform,ATS,rotatable, 13', (24) 1 5/8 VoiceStream st� '1�--�! 131.0 1Z �A 065-19 Mounted On"`IRQD UNIV.T (12)1 5/8' Sprint 124.0 1 Stud.MW Dish 4 D (1)1 M3 Sprint 110.0 2 HP MW Dish,4'Die. — . 100.0 _ 1 HP MW Dish,2'Dfa. (2)1 5/8" � VoiceStream (1)7/8" -VoiceStream In order for this tower to safely support the loading listed above,all transmission lines shall be evenly distributed over 3 tower faces,such that there Is no more than 14 lines exposed to the wireon any face. Results of Anah,�rs'rs Refer to the attached Computer Summary sheets for detailed analysis results. • Review and Recommendations. The existing tower Is structurally capable of supporting the proposed antennas_ The structure base reactions resulting from this analysis do not exceed the ones shown on the original structure drawings. Based on the analysis results, the existing structure meets the requirements per the • EIA/TIA-222 F standards for a basic wind speed of 100 mph with 1/2'simultaneous radial ice. E C E V 1 P!OPMEHT DEPT. • Page 3 u i- S-e, c`b :''\ FEB. 28. 2001 2.59AM"" °°d 4 W) VOICESTREAM NO. 0916 P. 6/13 02.,cv,cues SUN 12;21 FAX 15. .363014 • • 003 a. 8 . .4 m ii _ a g ; ggiii 1 logg . 72 i g ig:i2� i g4Ad yy - liherileill., QNti�+' 4Q'N C bb alp Q 1 g 814 4441M . a —z.vir, 171 a N --x°g ;1 4443 . E 2 �`_ .. r .mood l o ia G 1.. ff 1 r'r00 .p V 2 a E 1 . Ec , , ,, i,11E R _• • B 1.! , . I7.2 JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT , `yam p A 4 ,.,...i t .:› r g r `° w 01 pi . 0 o is U7 i . d 4 8 e ca e I :"'FEB. 28. 2001u 2: 59AM25 853 481° VOIC MJ .Na 0916 P. 8/13-=" 02tcoicuu4 mud 12:22 PAZ 16i .383014 . • la 007 • Sits Number_ SE5101A 'g°eie" A 4/ne La<#lfon Chfmaaao,WA Y $lZ212G013 07:1 o PM • • D •S • • J.J. �FFFESON-Vy OE DEPT.OF OOM14t • Pape 2 FEB 18. 2UU 1 1. h9AM-' -"- °"`" vuLc�51'1tEA1l Na 0916 P. 9/13 02fcrizuol HON 12:22 PAZ 16• 383014 8008 36m Number; 8581014 coA1gA'+rSaaaa,6 Soknrc x me Location: Chl�awm,WA Y z/2.Y1D01 3b7:10?OA k • Tower Loading Discrete Appurtenance Properties • Attach Weight No Ice Ice _. Distance Vert (ft) Description Ca a Weight CaAa C0Aa From Face X Angle Ecc (lb) (sl) Factor (ft) (deg) (ft) 147.0 RR85-19-000P vr/Airteeh 12 23.00 3.000 0.87 62.00 8.360 0.67 • 0.000 0.00 0.000 147.0 Platform,ATS,rotatable,13', 1 1600.00 46.000 1.00 2200.00 53.000 1.00 0.000 0.00 0.000 131.0 PC$A 06649 12 25.00 6700 1.00 71.00 7.600 1.00 0.000 0.00 0.000 131.0 PROD UNIV.T-FRAME 3 353.00 15`000 0.67 500.00 20.600 0.67 0.000 0.00 0.000 124.0 Std.MW Dish 4'0 • 1 198.00 20.910 1.00 277.00 21.790 1.00 0.000 0.00 0.000 110.0 HP MW Dish,4'D ia. 2 170.00 -15.860 040 230.00 18.620 0.80 0.000 0.00 0.000 100.0 HP MW Dish,2'Dia. 1 90,00 3.660 1.00 128.00 4.300 1.00 0.000 0.00 0.000 Totals 32 2440.D0 3508.00 Number of Appurtenances:7 Linear Appurtenance Properties Elev Elev Frets To Width Weight include Spread On Bundling 7h) (R) Description Qty (in) lib/ft) In Wind Faces Arrangement 0.00 147.0 15/11 t:oa7c 24 1.98 1.04 Y ... 1,2 Separate - • 0.00 131.D 1 5/0"Coax 12 1.98 , 1.04 Y 3 Separate 0.00 124_0 1 5/8"Coax 1 1.98 1.04 Y 1 Separate 0.00 110.0 1 5/$°Coact 2 1.98 1.04 Y 2.3 Separate 0.00 100.0 7/8"Coax - 1 1.11 0.52 Y 1 Separate • • • • Page 3 • -- rtI3. 2 . 2001 " 2:59AM�" 40tu VDICESTRE�( NO. 0916 P. 10/13 02.' e' UU1 alai 12:22 FAX iB 393014 21009 Sit!Number. 9> 101A C t Somme mar SO titkIn4 ft Location: Cttlmacum,WA Y 2112/2001 3:OT:TO PM • X Force/Stress Summary ef; ion: 1 _0 zev -. '.f • .ella . : AidfI Force Member Shear Bear Lan Bracing% Fa Cap Hum Mum Cap Cap Ll.o Max.Corr,pnemion Member (kip) Load Case (ft) X Y X lq)R (ice) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-12"CIA PIPE •11327 Nommi ice 10.02 100 100 100 V.4 331 494,21 0 0 0.00 0.00 83 Member. MORIZ 0.0o 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0,09 0 • DIAG SAE•3.X3.6X0.2a .40.5e 90 deg Ice 17.61 60 75 50 162.3 a.6 14.51 0 0 0.00 0.00 73 Member Max Tension Member Force OY Cap Num Num Sheer sear Use MO) Load Case (keg (kip) 8ekz Holes Cap(kip) Cap(kip) % . Controls LEG PST-12"DIA PIPE 374.27 00 deg ke 41 S37.27 0 0 0.00 0.00 89 Member HORIZ 0.00 0 0.00 0 0 0.00 ' 0.00 0 DIAL •SAE•3.5X2.5X0.23 10.85 80 deg lee 31 40.67 0 0 0.00 0.00 21 Member Secion: 2 Member Shear Bear Farce Len Breezing% Fa Cap Num Num Cop Cap Use Max Compression Member (klp) Load Case (R) X Y Z KUR gel) (hip) Betts Holes lk p) (kip) % Controls • LEG PST-10"DIA PIPE. •372.73 Normal Ice 10.02 100 100 100 32.8 31.1 993,77 0 0 040 0.00 94 Member HORQ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 , 0 DIAG SAE-3X3X0.2f1 4.75 90•deg leo 18.80 60 TS 50 170.3 6.3 am 0 0 0.00 0.00 98 member • Mat 7anslon Member Force Fy Cep Mum Num Shear Bear Use (kID) Load Cass (lad) (kip) bolts Nolss Cap(kip) Cap(kip) Y. Controls LEG PST-10"DIA PIPEEE _341.38 60 deg lee 46 x37.21 0 0 0.00 0.00 77 Member HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG $A1~-3X3X0.26 9.71 90 deg lee 39 41.47 0 0 • 0.00 0.00 23 Member Section: 3 VA ' :0 eY Y AAsmber Shear Bear Force Len Bracing% Pa Cap Num Num Cap Cap use Max Compression Member (kip) Load(are (ft) X Y Z KLJR (hall) (kip) Bolts Holes (kip) (fep) % Controls LEG PST•10"DIA PIPE 9.07 Normal Ice 10.02 100 100 100 32.0 35.1 303.77 0 0 0.00 0.00 02 Member NORM 0.00 0.000 0 ,0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1076 -10.07 90 dog lee 15.24 45 73 49 147.3 9.2 10.00 0 0 0.00 0.00 100 Member Max Tension Member Force Fy Cap Mum Hum Sheer Bear Use (kip) Load Ceas (kst) (kip) golfs Holes Cap(kip) Cap(kip) % Co1117-oI9 LEG PST-10"DIA PIPE 30125 60 deg ice 46 437.01 0 0 0.00 0.00 68 Member HOROZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG SAe-3X3X0.11176 9_14 90 deg low 39 31.39 0 0 0.00 0.00 31 Member %1 S % ■ V v ,r-1, • • N t c0*V\oME N G0e• O .M N\. • ,�0�Page 4 O � FEB. 28. 2001-' 3:00AM `° °-° 451U VOICESTREAM N0. 0916 P. 11/13 3 02/28/2001 SON 12:23 FAX 1L-_7363014 fit 010 • comtvg Site Number. SE6101A 's"""M B'Dtneaitr?.9F�Iradnr�me Location: Chlmacum,WA ti' ?l221Z001 1:01:10 PM x Force/Stress Summary, Section: • . . ev ` Yr,rrr ■e , •3: 1,1'1 1 Force Memo Shear Bear Len Bracing% Fa Gap Num Num Cap Cap Use Max Compression Member (kip) Load Case (00 x Y Z KLJR (1®t) (l6p) Bola l4olaa MP) WP) % Controls LEG PST-10"DIA PIPE -47630 Normal Ins 10.02 100 100 100 32.! 33,1 303.71 0 0 _ 0.00 0.00 70 Member HOR)Z 0.00 0.000 0 0 0 0.9 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.137s 40.46 90 deg Ice 13.79 50 Ts d0 13119 10.3 11.26 0 0 0.00 0.00 92 Martha,' Mau Tension Member Fay Fy Cap Num Num Shear Bear Use {kip) Load Case (Ira!) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG POT-10"DIA PIPE 255.69 50 deg ee NORM g 46 437.91, 0 0 0-00 0.00 58 Member 0.00 0 0.00 0 P 0.00 0.00 0 DIAG SAE-9X9X0.18T8 095 30 deg lea 38 31.39 0 0 0.00 0.00 31 Member action: • . :0 or - : r,r r -mg - . 1.el r Furor Lan Bracing Member Shear Bear racing% Fe Cap Num Num Cap Cap Use Max Compression Member MP) Loud Case (It) X Y Z KUR (ksi) (kip) Botts Holes kl LEG pST:g-DI`pE....".-'- ( p) (kip) % Controls 4.26.11 Normal Ice 6.68 100 100 100 27.3 33.9 234.55 0 0 0.00 0.00 79 Member HORJZ 0-00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.6X0.1876 -0.33 90 deg Ice 10.18 60 73 30 1212 13.1 11.81 0 0 0.00 0.00 69 Member Max Tension Member Force Fy Cap Nun! Num Shear Baer Use (kip) Load Case (la l) (kip) Boss Holes Cep(kip) Cap(kip) % Control° LEG P3T-114'61A PIPRe 206.46 60 dog la ae 309.19 0 0 0.00 0.00 67 Member HORLZ 0.00 DIAG SAE-2.67C2tfX0.7875 0 0.00 0 0 0.00 0.00 0 8.14 90 deg lea 36 26.98 0 0 0.00 • 0.00 31 Member e on: - - .7,1 e ' =ot - . 1'1.0 'CIg - , r,rrr r Member Shear Beat Force Len Bracing% Pa Cap Num Num Cap Cap Use Max Compassion Member (kip) Load Cabe (tt) X Y Z NUR (kaij (ldp) Bolts Halos LEG PST-6"DIA PIPE GM) (kip) % Contras HOR12 •162.38 Normal Ice 4.67 700 100 100 36.6 32.7 112.29 0 0 0.00 0.00 83 N1e�tabor 0.00 0.000 0 0 0• 0.0 0.0 • 0.00 0 0 0.00 0.00 0 WAG SAE-2.8X2.5X0,1875 -14.66 90 deg Ice 8,909 48 73 48 106.3 16.9 14.31 0 0 0.00 0.00 102 Member • Max Tension Member Force P, Cap Num Num Shear Sear Use .(Mp) Load Case (ksq (MP) Batts Holes Cap(kip) Cap(kip) % Controls LEG PST-0"DIA PIPE 142.01 80 deg Ice 44 205,34 a.... 0 0.00 0.00 89 Member HGR Z 0.00 ��� DIAG SAE.2.5)CZ,5X0.1e7s 0 0.00 0 0 0.00 0.00 0 1e.1z 90 peg Ice 36 25.90 0 , 0 0.00 0.00 54 Member C°14‘14°4 O DE E�PME�� Pages 3EFFE� DEPT.(ft FEB. 18. 1001- 3:00AM`" u" eaiu VOICESTREAii NO. 0916 P. 12/13 ,02iioizuul MN 12:23.PAZ 18 383014 - a 013. • Site Number. SE5107A 192'3" saw JAC Location:on Chimaeum.WA Y 2!2?J20p1 3:07:77 PM • Force/Stress Summary • • • On: - • -1• • : �� Len Member Sheer Bea Stating% Pa Cap Num Num cap Cap Use Max Compression Member (Idp) Load Cage (Pt) X Y Z Kt IR OW) (MP) bolts Holes (kip) LL6 P9T-4"alA PIPE � P) (klp) 96 Controls '6(1.66 Normal lee 6.07 100 100 100 63.0 29.7 94.79 0 0 0.00 0.00 62 Member HOWZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG 3A>:•25X1.57(0.1879 -Iota 90 deg ice 8.868 g0 76 60 111.6 16.3 13.79 2 1 17.07 10.87 93 Soft Baer Max Tension Member Foveae Fy Cap Num Num Shear Beer Use. {IdP) L.oed Case (bi)_ (kip) salts Holes Cap lkip) CaP(kip) % 00170015 LEG P51.4"dW PIPE 6121 BO deg Ice se 190.6.5 0 0 0.00 0.00 44 Member HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAL SAE-2.0.2.5X0.1675 10.12 90 deg lee 39 2142 2 1 17.07 10.87 93 Bolt Bear 4c•dtl: - o rev 41,1 Porte Member Shear Bear • Lon Bracing% Fe Cap Num Num Cap Cap Use Max Compression Member (kip) Load Cass (11) x Y z KL1R (ksi) (kip) Bolts Holes (kip) (kip) •y. Controls LEG w PST-8"DIA PIPE x180 Normal Ice 5.00 100 100 100 81.7" 29.9 66.77 0 0 0.00 0.00 B Member HORIZ SAE-2.6X2.SX0.1075 -0.59 Normal Ice 6.000 100 100 100 146.5 9.4 849 0 0 0.00 0.00 6 Member PIRG SAE-1.76X1.75X0.18 -3.04 90 deg lee 7,810 50' T3 80 136.6 10.7 0.01 0 0 0.00 0.00 46 Member • Max Tension Member Forte Fy Cap Nun Nun Shear Bear Use (kip) Load Case (kal) (Idp) Bolts Holes Cap(Mp) Cap()op) % Cotdlrals LEG P8T-3"t]IA PIPE 3.77 60 HOR1xSA>:-z.aXx,l000.1$76 �� '� 62.06 0 0 0.00 0.00 3 Member NORM SAE-3 7SX11X0.16 5 0.69 60�lus M 2s.a0 0 0 0.00 0.00 2 Member 3.02 90 deg lee 30 17.88 0 0 0.00 0.00 16 Member • • O f. F`S()N oEv t.\-u` JEFFE �N\Ss • ofC°- • • • • • Page 0 Ftfi. 1�. 1UU1 3:UUAM"., VNJ 1olU VOICESTttEAM G2. ,L. _--- ....N ii.44.PAX.1 7302014 NO. 0916 P. 13/13 lit O12 Site Number; SE6101A S+r an t ,a Inc Lo anion: CNbnum,WA 2132/2001 3:07:17 PM x Support Forces Summary Load Casa Nod. FX FY � • • Norrnal,� 1 —=- (idP1 'Ian— la (-}p UplFtt (~}Q gown 0.� 421.03 17.86 -190.10 .12.01 lb 37.96 .189.10 -12.01 50 dog Ica 1 -1.20 213.93 .111.9$ 1a -1442 213.93 6.93 lb -34.411 ►366.04 a 18.92 90 dog[co I •1.60 14.29 2 • Ia -25.96 361-90 14.23 1b -30.72 333.16 -16.79 Max Uplift 355,04(kip) Max Down: 421.03{ip} Max Spear. 30.63 Odp) • • • VtO 1 S '% • • \ PSON�0\-''F1\OP J C�\ tiv F OF-Q� O • • • • Page 7 "_" FEB 28 2001u 2: 58AM` "3 481° v0ICES Alf Na 0916 P. 3/13 - 02, _ .' .....� ��.ai PAX 161 J631 2378$• : 183n1 Circle � t1 7 Omaha, +- I 402-333-7E170 SEMAAN ENGINEERING Fax.333,$577 150 ft Valmont tower Structural Analysis Prepared for: VoiceStream Wireless j 1 500 N.E, Irving, Suite 530 6 •0 Portland, OR 97232 ON Pt w l� site Va-IDNI � Ekwa LOa4 iti. met February 22, 2001 ' y .1k.• • ��� 6y6T MIES D . Z -•Z- D �J U L5 JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT o2 h b. 213. 2001 2:58AM"" "" 401U VOICIrSTREgM N0. 0916 P. y...,Y L4:41 FAX It 383014 0004. February 22,2001 Structure loading Per the loading sheet supplied,the analysis was performed using the followin loading: (Proposed loading in bold) 9 Elev.Ele le Oty. Antennas and Mourns Coax Owner 147_o RR65-19-.O0DR w/Airtech IAA's Mounted On(1 Platform,ATS,rotatable, 13'. (24) 1 518 VaiceStream S r ...� 131_D PCS A 065-19 Mound On(3)PIROD UNIV.T-FRAME (92)15/8 Sprint 124.0 1 Std.MW Dish 4'D 11 t7.0 HP MW Dish,4'Die. (1)13/8" S•rint 100.0 1 HP MW Dish,2'Da. MIME VoiceStream (1)7/8 �VoiceStneam In order for this tower to safely support the loading listed above,all transmission lines shall be evenly distributed over 3 tower faces,such that there Is no more than 14 lines exposed to the wirson any face. Results of Analysis• Refer to the attached Computer Summary sheets for detailed analysis results. Review and Recommendations. The existing tower is structurally capable of supporting the proposed antennas_ The structure base reactions resulting from this analysis do not exceed the ones shown on the original structure drawings. Based on the analysis results, the existing structure meets the requirements per the EIAITIA_222-F standards for a basic wind speed of 100 mph with 1/2'simultaneous radial ice. 1 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT • ge3 � ec, C. FEB. 28. 2001 . 2:59AM"" ' " :" VOICESTREAM N0, 0916 P. 6/13 g2,,,“..).1. suN 12:21 PAX 1L ,383014 �, ,••• T • fa ooa cc 3 I i 14 It . i e r^ O m cad 'I) T4G1.4 as i :4-41gt 1 E G s 233/133 a -� i iiilltt �iNliii rr. [� .:.:2 • ill c =C! O PIYI' n O MN 7 ii R E. C E W E, 0 - JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT A&..Z.Z.Z..17.1:. - ''‘w -‘.1.1 r+VW VI"r O ~v g A A 43 e 0 i 8 1y N Q �O{ p y LO p c4 _i d0 pQ° W T 2 2 O " "FEB. 28. 2001u 2:59AM25 053 4810 VOICESTREAM NO. 0916 P. _7/13:' a2F28/2001 ZION 12:22 FA/ 156../363014 . �1Q08 Site)Number. 556101.4 ea hI Srmaan Engineer/1v sraaxb�J9 Jr, Location; Ch1macum,WA y zoo1 a:o7:os PM �LoadCaSe No fir �- lea 100.00 mph Wind Normal To FaOe with Ice Allow Strasx Ina; 1.333 I Dead LF: 1.000 Wind LF_ 1.000 JEFFERSON COUNTY Ice Wind Flat Round Round Ice DEPT. OF COMMUNITY DEVfL OPMENT Sect Height Area Area Arcs Elf Linear Linear Total Sbu __...�. fcs Qal et Lour Total 929 (Rj q7 (> ) (igfR) (cqR) Ri tlo t f 171 Dr Rt srse pram Area Weight Weight Form Force Force Eft 11ft) p ( qf) (mit) (1q� (!b) Ice(lb) (Pb) (Pb) (Pb) Face 21.04 87.32 32.68 O. 41.00 1.00 0.68 D2 97 0.011 0.00 ,374,09 1, 3 d _ 2 30.00 25.60 15.41 80.84 3.2.14 0.30 1.901.00 1.00 0.70 94,.80 0 0.00 6,242.17 1 3 50.00 28,33 14.37 80.84 31,63 0,56 1.821.00 1.00 0,74 97,B9 00 0.00 6,932.19 914.15 5,824.39 0,00 5,224.39 1 4 70.00 31.74 13.49 80.54 31.18 0.70 1.781.00 1,00 0.83 104.80 0,00 0,00 5,976.46 821,36 6,693.08 9.00 6,0699.48 1 5 00.00 34.10 12.00 74,88 31.51 0,34 1.05 1.00 1,00 0.93 109.50 0.00 0.00 4.961,00 707.63 7,818.86 0.00 7,318.85 1 e 1111.11 26.1 1 11.31 64.5o 20.48 0.85 1.90 4.00 1.00 0.97 102.12 0, 7 190.0 37.68 11,21 80.28 28.15 0.70 1.01 1.00 1.00 0.89 35.21 0,00 0,00 3,148.45 628 6, 1242 0.00 6,612.42 1 8 145.0 39.08 5.81 19.68 11.77 0.83 1.72 1.00 1.00 0.77 39.95 Lou 0.00 1,168.19 257,80 2,375.84 0.03 2,37524 1 LoadCOSC GO deb Ice 100.00 mph Wind at GO deg From Face with Ice • Allow Sh'ess Inc: 1.333 Dead LF: 1.000 Wfnd LF: 1,000 Wind 1c. Ice Flat Round Round Elf Linear Llnanr Sect Height Area An Area Sol Total Struct Linear Total Seq (ft) ' 42 (aqft) legit) (ag11) Ratio Cf bf Dr Rr rif Area Area Weight ce 11b) Farce Force F(lb) Elf 1 105 38,60 x1.04 87.32 '3 .08 6.47 1.94 0.80 totrEt9 (967 (e q pd (Pb)b' ��(7 36) (Pb) g Face 3 30.00 25.60 16.41 80,34 32.14 0.60 1.20 0,20 1.00 0.70 91.61 0,00 0.00 6,331.17 910.68 0.00 8.,003.89 1 3 80.00 2823 14,57 80.5¢ 31.53 0.68 1,82 0,00 1,00 0.74 95.02 0,00 0.00 5,982.06 384.16 5,647,59 0.00 5,647 59 7 4 70.00 31.74 • 13.46 80.64 31.16 13.70 1.76 040 1.00 0.82 102,11 0,00 0.00 5,876..45 821-35 6,521.73 0,00 6,521_72 1 S 90.40 34.10 12.08 73.68 31.61 0.84 1.84 0,80 1,00 083 10728 0.00 0.00 4,981.0o 707.63 7.648.12 0.00 7,645.12 1 6 110,0 36.11 11.21 64.98 23.48 0.88 1.80 0.80 1.00 0.9? 100.18 0,00 0.00 4,18204 800.45 7,780.65 0.00 7.780.65 1 7 130.0 37.88 11,31 55.26 23.11 0,79 1.81 0.20 1.00 0,89 83,96 0.00 0.00 3,245.45 528.87 6.43840 0-00 9,,43840 1 8 145.0 39.08 3.81 18.39 11,77 0.02 1.79 0.80 1.00 0.77 28.77 0.00 0.00 1,198.15 267.60 2,283.67 0.90 2.203.67 1 Loa dCaoe 90 deg Ice 100.00 mph Wind at 90 deg From Face with Ice Allow Sires,Inc: 1.333 Dead LF; 1_000 Wind LF: 1.000 Ice Vifind Flat Round )sound l00 Sect Hplyht Area Area Area Sol eff Linear Ungar Total g Seg at) qZ a Area Linear Force Total ( ) faq) ( Sift) Ratio Cf of Dr Fir fs Area Area WJ lb) FobForce farce Face 7 10.00' ' .60 4� (sue) (sgfq (Pb)Ub} Ice�(16) (Pb)) (Pb) (tb) Faso 2 30.00 26,90 16.41 00,6q 32,14 0.50 1.90 096 1.00 0.70 92.43 0,60 0'0 7, 9 1, 7.6 5,823.16 0.00 6.623.15 1 0.00 8,331.17 810.69 6,106.3 50.00 23.63 14.87 80.04 31.63 0.58 1.82 0.85 1.110 0,74 95.75 0.00 0.00 8,982.08 864.18 6,691.79 0.00 5•691.79 1 8.2 11.00 6.106.22 1 4 70.00 31.74 13.46 8044 31.18 0,70 1.78 0,86 1.00 0,52 102.70 0.00 0.00 6,876,48 821,30 6,564,71 0.00 6,564.71 1 5 90.00 34.10 12.03. 73.53 31.51 0.04 1.85 0.85 1.00 0.03 107.08 0.00 olio 4,981,00 707.53 7,588.30 0.00 7,689,30 1 6 110.0 36.11 11.21 64.98 29.48 0.88 1.90 0.85 1.00 0,57 100.74 0.00 0.00 4,182.04 906.45 7,824.13 0.00 7,824.18 1 7 130.0 3788 11.21 55.26 28.16 0.79 1.81 0.35 1.00 0.89 83,52 0.00 9,00 3,245.46 528.57 6481.91 0.00 9.481.91 1 8 145.0 36.08 5,81 . 19.69 11.77 0.62 1.79 0.85 1.00 0.77 211.06 0.00 0,00 1,188.18 257.80 2,306_72 0.00 2,306,72 1 Page 1 ""FEB. 28. 2001u 2:59AM`5 653 d810 VOICESTREAD1 N0. 0916 P. 8/13 - 02rhorcuu4. mug 12:22 PAX L5L. ,383014 e007 Copyright Sermon$It Number SE6101A Er}kuslinpsla'u ont,one 1-�C#tCon' ChfineCnm,WA JY 2/22120013:07:10 PM x• C,00‘111 tOPMEN� JEFFERS°N,Ty pEPT OF COMM Pap. 2 VUIUF5TRE FEB. 2 2001 1:h9AM-" V1" AM O. 0916 P. 9/13 • Q2/,• tizuoi MON 12122 FAX 16 383014 fj008 • • Site Number; S68101.6. co tSoas>E' aeerin2Solugons.Inc Location: C!Amm!Amman,WA Y 2/2.712.0,,z 01 3;07:40?oJ! Touter Loading Discrete Appurtenance Properties Attach _ No Ice _ Distance E1ev Weight CaAa CaAa Weight CaAa DELA From Face X Vet` (ft) Descripdon Qty (lb) let) Factor (lb) Of) Factor Angle !~cc 747.4 RR&fi-1s-00DPWI�4irt,eh 12 23.00 6.000 0,87 62.00 8.860 0.67 • `0.000 (d 0.00 0.000 147.0 Platform,ATS,rotatable,13', 1 1600.00 46.000 1.00 2000.00 53.000 1.00 0.000 0.00 0.000 131.0 PC$A 065,,18 12 25.00 6.700 1.00 71.00 7_600 1.00 0.000 0.00 0.000 131.0 PIROD UNIV.T-FRAME 8 353.00 15,000 0.87 500.00 20.800 0.67 0.000 0.00 0.000 124.0 SW,MW Dish 4'0 1 108,00 20.810 1.00 277,00 21.790 1.00 0.000 0.00 0.000 110.0 HP MW Dish,4 Dlai. 2 170.00 16.ss0 O,$0 280.00 18.320 0.90 0.000 0.00 0.000 100.0 HP MW Dish,2'Dia. 1 90,00 3.060 1.00 128.00 4.300 1.00 0.000 Tom, 32 2449.00 0.00 0.000 3308.00 Number of Appurtenances:7 • Linear rteriance Prperties May Elev Fleet To Width Weight include Spread On Bundling t11} et) Description Qty (in) (lb/f) In Wind Faces Arrangement 0.00 147.0 1 5/B•'Coax 2d 1,9$ 1.04 Y_.,Sal 1.2 Separate 0.00 131.0 1 5/8"Coax 12 1..98 1.04 Y 3 �.+ 0.00 124.0 1 618"Coax Separate 0.00 110.0 1 6!$°CeaX 1 1.98 1.04 Y 1 Separate 0.00 100.0 2 1.98 1.04 Y 2.3 Separate 718-Coaax - 1 1.11 0.52 Y I Separate • • Page 3 rtB. 28. 2UU1 " 2:59AM�'" °"" "I" VOICESTREAM O. 0916 P. 10/13 Q2, /zuu.l MON 12:22 FAX 13 3B3014 aaos Cooney sit drum Sorudoas,Ix Site 9s5101A Location: Y 3127/2001 3:07:10 PM ,WA X • Force/Stress Summary ec ion: I •1 Force Member Shear Bear Len araroing'r. Pe Cap Num Num Cap Cap It:.c &lax.Comproaaion Member (kip) Load Case (ft) X Y Z KLJR 001) (kip) bolts Holes (k1 % LEG PST-12"btA PIPE P) (kip) /. Controls X13.27 Nomad Ica 10.02 100 100 100 27.4 33.3 484.21 0 0 ..0.00 0.00 83 Member. • 0. F'1DRP1 00 HORI SA8.3.6JC3,SX0.28 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0,00 0 X10.60 90 deg ire 17.61 60 Ta 40 102.3 a.6 14,61 0 0 0.00 9.00 73 Member Msx Tension Member Fame I l Mum Num N. shear Beer Use (kip) Load Case (ksi) (kip) Belle Holes Cap(kip) Cap(kip) % . Controls LEG PST•12"DIA PIPE 374.27 00 deg Mae 16 53727 0 0 0.00 0.00 '160 Member HIZ 0.00 o o.00 o 0 0.00 ' 0,00 0 DIAG 'SAE.3.5X3.5X0.26 10-65 50 deg Ice 36 48.67 0 0 0.00 0.00 21 Member eC.on; r . - , qy r,, I , -eg • - i,1... Farce Member Shear Bear Len Bracing% Fe Cap Num Num Cep Cap Use Max Compression Member (kip) Leed Case (1t) X Y Z KLIR (kall (kip) Belte Melee (k;0) (kip) % Controls • LEG PST-10"DIA PIPE -972.73 Normal Ice 10.02 100 100 100 328 33.1 393.77 0 o MOO HORIZ 0.00 037-44 0 Munher DIAG sAE,aX9X0� 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0,00 0 .9.78 90 deg Ice 18.e9 SO 75 50 170.3 6.8 0.09 0 0 0,00 0.00 Oft Member Matt Tension Memlaer Force Gap Num Num Sheer Boar Use (kipl Load Case (ksi) (kip) bolts Holes Cap(kip) Cap(kip) % Controls LEG PST-10"DiA PIPE41,38 e0 deg lea 46 a37.w1 o 0 0.00 0.00 77 110R12 0,00 fJlotn6ar DIAG 9AE 3XC0.26 0 0.00 0 0 0.00 0.00 0 8.71 90 deg lee 36 41.47 0 0 ec� •il: . � , 0.00 0.00 23 Member 00 ev " : 4.14 `13 a, t : 1.1iI Force Member Shear Bear Max Can Lan Bracing% Fa Cap Num Num Cap Cap Use Compression Member (kip) Load Care (it) X Y Z KVR (kel) (kip) Bolt* Holes (kip) (lap) S Controls LEG PST-10"DIA PIPE. -326.67 Normal Ice 10.02 1130 100 100 32(!334 393.77 0 0 0.00 0.00 bZ Memner HORIZ 0.00 0.000 0 ,0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0,1076 -10.97 90 deg Ice 15.24 41 73 48 147.3 8.2 10.00 9 0 0.00 0.00 100 Member Max Tension Member Fero FY Cap Num Num Sheer Bear Use (Rip) Load Case (ksl) (kip) Bolts hole& Cap(kip) Cap(kip) % CenVolO LEG PST-19"DIA PIPE 30125 60 deg ICe 46 437.01 0 0 0.00 0.00 68 Member HoRIZ 0.00 0 0.00 0 0 bU10 SAI:-3X3X0.18T6 0.00 0.00 0 9.74 90 deg lee 36 31.99 0 0 0,00 0.00 31 Member o S T9 SoN c,(0 �oQM�N Page 4 OBE(M � ,1\ _ FEB. 28. 2001= 3: 00AM `-' 9- 4510 VOICESI'REAX N0. 0916 P. 11/13�`�' 02./28/2001 MON 1,2:23 FAX 1L__7383014 1Z 010 • Site Number-. 5E51014 1imiSto Stow',E/ i,y.5ltueonr.Inc Location: Chimacum,WA Y 122/2001 3;a1:i0 PM Force/Stress Summary.. scion: • . Force Mumble Shur Bear Leif Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (lclp) Load Case tem X Y z 02./R p®1) (kip) Boles Notes (140) (kip) % Controls LEG PST-10"DIA PIPE •7/e700 Normal lee 10,02 100 100 100 32? 33,1 3033.77 0 0 0.00 0.00 70 Member NORM 0.00 0.000 0 0 D 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3)(3x0,1975 -40.4590500 Ice 13.79 00 )5 60130.9 10.3 11.25 0 0 0.00 0.00 92 Member Max Tension Member Forge Fy Cap Nunn Num Shear Bear We (MP) (,oqd Case (seal) (kip) Bolts Holes Cap(kip) Cap(idp) % Controls LEG PST--10"DIA PIPE 353.59 00 deg lee 4H 937.81, 0 HORIZ 0 0.00 0.00 £8 Member "" 0.00 0 0,00 0 0• 0.00 0.00 0 DIAG SAE-3X3X0.1870 9.90 9p deg 7ca 36 31„30 0 0 0.00 0.00 31 Member Section: 5 'r . • :0 Force Lan Sher Bear Lon Bracing X Fe Cap Num Num Cap Cap Use Max Compression Member (kip) Loud Case (R) X Y Z K1,IR (kal) (kip) Bolts Holes (kip) (kip) X Controls LEGt PST'b'DIA PIPE -226.11 Normal be-6,88�100 100 100 27.3 33-9 294.55 0 0 0.00 0.00 79 Member HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5)(2.6X0.1076 .8.23 90 deg Ice 10.18 SD 73 60 123.2 13.1 11.61 0 0 0.00 0.00 59 Member Max Tension Member Force Fy Cap Nan khan Shear Bear Use (kip) Load Case (ksi) (kip) Don Holes Gasp(klPl Gap(kip) % Canerolo LEG PST-Q"blq PIPIE 202.46 60 dog foe •e 309.11 0 0 0.00 0.00 67 Member H4RIZ 0.00 DIAG Se B-2 26X0.1875 0 0.00 0 0 0.00 0.00 0 5.14 90 deg lea 36 26.08 0 0 0.00 . 0.00 31 Member Section: b` - -7 e ' =ot ov . I1.0 '0ig ' : ,,,*, , Member Shear Bear Force Len Bracing% Fa Cap Nuts Num Cep Cap Use Max Compression Member (kip) Load Cane ($) X Y Z LEG PST-b"DIA PIPE NUR (ksr) (kip) Brits }jobs (klp) NIP) % Controls HORIZ •162.bb Normal be 0.67 100 100 10Q 336.6 327 192,28 0 0 0.00 0.00 l31u}ernbur 0.00 9,000 0 o 0, o.o 0.0 . 0,00 0 0 0.00 0.00 0 DIAG SAE"28X26X0,1l25 -14.55 90 deg Ice 0.010 40 73 4e 108.3 16,9 14.31 0 0 0.00 0.00 102 Member Max 7anslen Member Pomp Fy Cap Num Num Shear Bear Use (kip) Load Case (kal) (icip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PST-0"DIA PIPE 14,2.06 90 Ice 4 HORIZ 46 205.3 0 0 0,00 0.00 89 Member ....-_ `° 0.00 11 0.00 0 0 0.00 0,00 0 DIAG SAE•MX2.5.40.1075 1412 90 deg lee 85.90 0 , 0 0.00 0.00 s4 Member D � • WA• CODE E�OWEN1 Pogo 5 CeN'MUN N DEPT.OF 1 FEB. 28. 1001` 3: 00AM`" °°° 9 01V VOICES'YREAM NO. 0916 P. 12/13 9ziparcuui surf 12:23,n1 15. 383014 a 011 • Site Nlamtu:r: SE6101A awe&S m sea ng sar Bans Me C acorn Lm tlOn: Y 2/22/2001 3;07:71 PM him .WA Force/Stress Summary • e an: - -s. • :o# ev ' ; t,r •eg " , id ' Force Member Shear Beta . Lan Bracing% Pe Cap Nun) Num Cep Coo Use Max Compression Member &Ip) Load Cape (ft) X 7 Z KI.:1R (kal) (klp) bolls Holes ki L BG PST-4n Ix1A PIPE ( P) (kip) % Controls I:EG 49.66 Normal Ice 6.Q7 100 100 100 53,0 29.7 94.18 0 0 0.0D 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 60 fiAertrDvr DIAG SAE•2.5X1.5x0.1879 -10.10 90 deg lea 6.869 60 0.50 0 �'6 60 111.6 15.3 t9.78 2 1 17.07 10.57 93 Bolt Boar Mar Torsion Member Forte Fy Cap Num Num Shear- Boar Use (klp) Load Case (lee) (kip) Boils Holes CaP(NO Cai,(klp} % Controls _ LEG PST-4"DIA PIPE 61.615 90 deg Ice id 116.65 0 0 0.00 0.00 44 Member 1IORlZ' 0.00 . DIAL SAE-2.5(2.8(0.1875 10.12 90 d lee 0 0.00 0 1 0.00 0.00 0 deg 39 22,42 2 1 17.07 10,87 93 Solt Beer eclat): • - , Porte Lon Shear Bear Lon Bracing 1 Fa Cap Nom Nun, Cap Cap Use Max Compression Member (kip) Load Case (It.) x Y z NUR tom? (kip) Sots Holes (kIP) (kip) % Controls LEG PST-3"DIA PIPE .&su No;n,el Ice 5.00 100 100 100 '91.7 29,9 66.77 0 0 0.00 0.00 B Member HORIZ SAE-25X2,8(0.1875 -0.99 Normal Ice &ODO 100 100 100 146,9 eA ilise 0 0 0.00 0.00 5 Member DIAG ME-1.75X1.75X0,15 -3.04 80 deg k5 7,010 50: 75 50 136.6 10.7 8.61 0 0 0.00 0.00 46 Member Max Tension fNsmbec Farce Fy Cap Num Num Shear Bear Use (kip) Load use (eel) (Rip) Baltic Hobo Cup(MP) Cap(kip) 74 Coldrels LEG P8T-3"blA PIPE 3.17 60 deg los 48 62.06 0 . 0 NORM SA -2.SXZp(0,1975 0.59 60 dog km 36 2s.a 0.00 0.0 0 0.00 0,00 3 Member CIAO sAE-1.75X1.75X0.111 00 Member 3.02 40 dap lee 38 17.88 0 0 0.00 0.00 16 Member d � . O 1 • PM-N1 RSON�OE t\-O J EMN\ OF cOM OVI Page:0 rte 20 2001 3: 00AM' °"° "O11 vo I CESTREAM NO. 0916 P. 13/1 3 - a2,,, _-�- •...N �i.:a P a.). 7383014 . , 012 Site Number; SE6101A 'ka"�' "8 bar Loeatlon: Chilnacum,WA Y 2122/20013:07:11 Pm • K Support Forcas Summary FX Load case Nod. FY ' FZ 1�P) (kip) (wp) (_)"Ups Mb'Down Normal Joe 0,00 421 1a 17.95 -10140 -12.01 lb -1715 .139.10 -12.01 S0 deg to 1 -1.20 21343 1a -1es. S 1 16,42 313.93 6,993 b 0 .30.04 -1L92 90 deb Ica 1 •1.S0 14.20 246 la -25.93 361.59 14.23 lb -30.72 -333.15 -16.711 Max Uplift 30644(kip) Max Down: 421.03(kip) Max Shur. 3043(kip) O O QM- ry lV O�Q� OF Page y III