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Permit City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT .11111 E)(PIRZ.D Request Permit Action TI c A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov '10: CITY OF TIGARD Building Division Services Supervisor V 0 D 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503.718.2430 Fax: 503.598.1960 www.tigard-or.gov /. 3//9/ ,/ FROM: ❑ Owner D Applicant p Contractor gi City Staff (check one) REFUND OR Name: INVOICE TO: (Business or Individual) / / Mailing Address: City/State/Zip: Phone No.: PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (1): ® CANCEL/VOID PERMIT APPLICATION. ❑ REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). ❑ INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). ❑ REMOVE/REPLACE CONTRACTOR ON PERMIT'(do not cancel permit). Permit#: P c901 ( - 000 't-] Site Address or Parcel#: / IO a0 603 7 9.191) Ao Project Name: TO / Subdivision Name: Lot#: EXPLANATION: TERN ir To /'scat 6-i/..3G>✓ 3kb/ . 41 Nebsita,f, LErr C 3/41i 2`44//2. ca/9/i3 4 /21/7/13)„ / 60 A-/ L 6f,.,7-. 1a 'F\tPo,osi, . .�u / t6 /fi4✓E , t,) PA,t . Signature: C /,, , ' . Date: //2 //9 Print Name: `—{>€ Refund Policy 1. The Director or Building Official may authorize the refund of: a) any fee which was erroneously paid or collected. b) not more than 81J%of the land use application fee when an application is withdrawn or canceled before any review effort has been expended. c) not more than 80%of the land use application fee for issued permits. d) not more than 80%of the building plan review fee when an application is canceled before any plan review effort has been expended. e) not more than 80%o of the building permit fee for issued permits prior to any inspection requests. 2. Refunds will be returned to the original Payer in the same method in which payment was received. Please allow 2-4 weeks for processing refunds. FOR OFFICE I"SE ONLY Rte to Sys Admin: Date B Rte to Bid:Admin: Date/�j7' :.i_��OM Refund Processed: Date Al ' B Invoice Processed: Date B Permit Canceled: Date/RI/ MM.. Parcel Ta:Added: Date B Receipt# Date Method Amount$ I:\Building\Forms\RegPemritAction.doc Rev 05/25/2012 r i< ,. o EXPIRED Building Permit Application NA te.!a,, —`4 .`�� _'; i Commercial co ‘ 1 r ■i; r,1 r If I ,I 1)v I City of Tigard `1. Received 3 13125 SW Hall Blvd,Ti DaO� MI Bard,OR 97223 P� 50 Plea Phone: 503.639.4171 Fax: 503.598-1960 .�+ f Dg�g: y � I Oder Permit: Internet: Line: 503.639.4175 ,\ (t'•.-'+ ,,c�' Due Ready,y: �ff� r. Internet: www.tigani-or.gov uai�- Method: l/ '''`^"- - +• i4rirl.^• .F.ln,r:r,:r 7 {li,p1 ,�r(t y,�'`�0w; ,I _ �/ .i� •�'::R ., 01 7.:0.M1.,..1,.'{.�il., f , i rt nl,rr ' 1�I w i''ll 4• 7,;-;.;.44`.0 t �' + :.- ..3_...S I r.a.i..l,:...—..7==::::=.4 .u.: .;„! 1.14 r;i 111r::.+»4tS„..!r.,{'i.:,'r-.i.m: ?.{ �'. . ' ,. «Yi' ,«,,. 41,,.„.0 a ;...,., • ..`{.: C'� ■ New construction ❑Demolition Permit fees'are based on the value of the work peifortned Indicate the value(rounded to the nearest dollar)of all �N ®Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the'` "'.=1*.f.I, -�,` ittratai� +J. t 0�F 1.Or p {yy " %lid; 1 EMI'tg R work indicated on this application. �i ..' •::,.N•+: ;•:::':,':1':. 1� 1 .'i'.m..; �JLYI L"' 'Q ti i3, et, — -5:1 V+;Y.- ,I;; ,!e h —__ t Valuation: $ �. ❑ 1-and 2-family dwelling _ r/ C..ommerciaU,ndustrtal W .,❑Accessory building ❑Multi-family Number of bedrooms: V `., ❑Master builder ®Other.Tdecommadc Number of bathrooms: 1T� f\-." R4°,q.s.. •a '• ,..uN , vane , e t ^'{ , ' 4 , r.. Total number of floors:;-+11 . „ .. r6daII{ m o >,�""kGBn:-.,li[ e i.14g + !.. 1 4 Job site address: 14020 SW 72"a Ave New dwelling area: square feet ' 1 City/State/ZIP:Tigard,OR 97224 Garage/carport area: square feet Suite/bldg./apt.no.: I Project name:P'Ql13L6 % �� Covered porch area: square feet .+ Cross street/directions to job site:SW 72"�Ave north of SW Bonita Road pa k area: feet I,, square Other structure arca: square feet !^)ry t Subdivision: 1 Lot no.: Permit fees'are based on the value of the work performed. Tax map/panel no.'25101 DD�0800 Indicate the value(rounded to the nearest dollar)of all lk �" -,, n. , „ equipment,materials,labor,overhead,and the profit for the .. _:. ',';: 1: :. � ' `` 4TI I!'! I`„4p`' j mgr work indicated on this application T-Mobile proposes to replace one of the 9 existing panel antennas with a higher Valuation: $85,000.110 (_-.) capacity model and install one new TMA(amplifier)behind an antenna.The Existing building area: 384 square feet new antenna world be at the same tip height as existing,no ether work proposed New building area: 0 square feet tc.4 U�: t r31�717.:!'+F i• .11i..,'r"41*.,,' n,',•,1Y. .m ,1r21cl,,. r1 W I ,. �'.' ,,...& h Y _;: �ti:�i a,i!sw,'i �l; it • .. Number of stories: N/A Name: '_'.' . pre- t5, t, P. Type of construction: Panel antenn Address: 1w). ' 'O 87��$ Occupancy groups: City/State/ZIP: ya3etw.4ef-. t s4 A. CP&Cien Existing: Unmanned Phone:(UPD)ZStp-`1t♦37- Fax ( ) [•t,.:•-,. -e u , t New: 4 ,.Ua,taa+'rauo:nur ed 1 ®x .- i, c ,I !! '>7r I tI ,1., I t.1:t K p ak ' 7l , i, q _c 1��� o +i� h wn r ,,,, :? ”1a: "''4 C u,[S:�itgC. >rrA tU Z +-M1 c -a,...r<. :.__� Business name:T-Mobile War Corporation All All contractors and subcontractors are required to be Contact name:Tom McAuliffe licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 1500 NE Irving St,Ste 530 jurisdiction in which work is being performed.If the City/State/ZIP:Portend,OR 97232 applicant is exempt from licensing,the following reasons Phone: VI*: (503)936-0002 I Fax::( ) E-mail:to cadiffet odeUn,eom ---—. ::1 ; 5! 4' $. t� r '11.` i FC xe.ys rut3;' rl •i{4wa,ak '... •! + '= . a , ry k Business name: ( Address: I � 1 li ��s�tiigitti�jy' :?+i Structural plan review fee(or deposit):) C..:1 '7 -,1 44 Phone:( ) Fax:( ) FLS plan review foe(if applicable): CCB lie.: Total fees due upon application: L( Amount received: ig-i, Authorised signature: ,? ^I el t 1 ST P 1 t e r This permit application expires xpires if a permit Is not obtained J I within 180 days after It has been accepted as complete. Prig name �,u �� Rate: tS/Zd • I H • Fee methodology set by Tri-County Building Industry Service Board I:SBuildingU'ermits\BUP-COM PermitApp.doc 10/01/09 440-4613T(11/02/COM/WEB) 114 ■ ll Building Division Plan Submittal Requirements F I G"\1z I) Commercial & Multi-Family- New,Additions or Alterations 1. SITE PLAN (fully dimensional,drawn to scale) labeled with: A. ® map&tax lot# ® project name ® site address ® suite number ® zoning ® applicant name ® phone number B. North arrow. C. Scale (architectural or engineering only). D. Street names. E. Setbacks. F. Parking,including disabled access. G. Finished floor elevations. 2. EROSION CONTROL PLANS AND DETAILS. dr ..k,,,y pea, 3. BUILDING PLANS: See the "Plan Submittal Requirement Matrix" for the number of plans required based on submittal type (no redlines or tape-ons accepted). All details listed below shall be incorporated into the plans: A. Scale (architectural or engineering only). B. Foundation plan. C. Floor plan(s). D. Cross sections. E. Reflective ceiling plan. F. Seismic bracing detail for suspended ceiling. G. Roof plan. H. Exterior elevations. I. Structural calculations,plans,details and specifications. J. Accessibility barrier removal worksheet. K. Deposit- based on valuation of project. 4. EXTRA SET OF THE FOLLOWING: A. Two (2) copies of site plan to include vicinity map. B. One (1) copy of erosion control plan with details. C. Fire Department Building Survey,and full set of architecture drawings. I:\Building\Permits\BUP-COM PemvtApp.doc 06/25/08 Building Division Plan Submittal Requirement Matrix T I G A R D Commercial&Multi-Family- New,Additions or Alterations Type of Submittal # of Plans (Includes new, additions and alterations.) Required at Submittal Demolition Permit 2 (site plan required showing location and square footage of all buildings to be demolished) Site Work 2 (must include location of all accessible parking) Plumbing(site utilities) 2 Building 2 ''s> Fire Protection System 2 Mechanical 2 Plumbing(building fixtures) 2 Electrical 2 Plan review is dependent upon submittal of a completed application and plans. After plan review approval,the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for contractor,City of Tigard,Washington County,and Tualatin Valley Fire&Rescue) I:\Building\Permits\BUP-COM PemutApp.doc 06/25/08 Debbie Adamski To: tmcauliffe @odelia.com Subject: T-Mobile Permit Ready to Issue Tom, We have a permit for an antenna replacement and collocation on an existing monopole. The permit has been ready to issue since 3/4/11. Normally plan review approval is only good for 180 days. You can request another 180 day extension in writing and the first request will be granted. If you are not going to proceed with the project we would appreciate it if you would process a request to void the permit. If you want to void the permit here is the link to the form: I:\Building\Forms\ReqPermitAction.doc. If I do not hear back from you within two weeks I will expire the permit and you would need to reapply at a later date. Let me know if you have any questions regarding this matter. Permit information: P001316D 1-5 & 1-217 14020 SW 72"Ave BUP2011-00047 Debbie Adamski Sr. Permit Technician Building Division 503-718-2450 COLLOCATION 1� IN C Supplemental Questionnaire MAR - 2 2011 TI G A R D City of Tigard 13125 SW Hall Blvd, Tigard, OR 97223 Phone: 503.639.4171 Fax: 503.598.1960 CITY OF T CA D 3UILL''',,, r '."r,ON IF YOU ARE APPLYING FOR A PERMIT TO COLLOCATE ANTENNAS, PLEASE COMPLE'T'E THE INFORMATION BELOW. Name of Provider: -- /,4/ S . *4 „ 'tie r\ Property Address/Location of Collocation: I ve 2 o S w 7 a Ali'-- Zone: .t L. Collocating antennas on: TM Existing tower ❑ Existing non-tower structure Is this a new provider? [] Yes No Ifyes,list other providers currently collocating on same tower or structure,if any: Cie 1Ck.€ r If no, indicate the previous approval(SDR,MUD or B UP#): C (A P96 - 600 01 ) 1314P4b--DOD e7. Height of antenna(s): ) 01-14 ft. 4-6 L Color of antennas) and accommodating equipment(Le. dishes): t? .'-4.4A WoAic e L' S m. t C /if to CtsifPc1 tiG S Color of existing tower or structure: cj I Va ll 1 �.r.41 yci Will new accessory equipment be installed? 0 Yes XI No "[yes,please answer the following: Location of accessory equipment: 0 Within fenced area previously approved ❑ Within existing structure Other location (Please describe below.) N/9 1tieci 4ccerrory 7uiç Qd Will landscaping be removed to accommodate the acc ssory equipment? ❑ Yes (Please describe below.) ;a No Applicant's Signature: "WX441W Date: / / 9 / Name Printed: , V C e e n-e---- S�Ci • - - Qtv� CelPi GI S 4 y • Phone: 5� ��6 J Il - , - /./ issue At pi 71S ❑ Do not issue permit. Refer to planner., /..7-/// • Planning St ''• . $ a � azure Date I:\CURPIN\Masters\CollocateAntennas.doc ■ Product Specifications ANDREW. 1 A CommScope Company HBX-3 3 1 9DS-VTM DualPol®Antenna, 1710-2180 MHz, 33° horizontal beamwidth, RET compatible variable electrical tilt • Exceptional horizontal roll-off and front-to-back ratio for superior capacity efficiency • Extended elevation tilt for maximum flexibility in urban core areas • Rugged, reliable design with excellent passive intermodulation suppression • Fully compatible with Andrew Teletilt® remote control system I i CHARACTERISTICS General Specifications Antenna Type DualPol® Brand DualPol® 1 Teletilt® Operating Frequency Band 1710 - 2180 MHz Electrical Specifications Frequency Band, MHz 1710-1880 1850-1990 1920-2180 Beamwidth, Horizontal, degrees 35 33 32 Gain, dBd 18.4 18.6 18.9 Gain, dBi 20.5 20.7 21.0 Beamwidth, Vertical, degrees 7.0 6.6 6.2 Beam Tilt, degrees 0-9 0-9 0-9 Upper Sidelobe Suppression (USLS), typical, dB 18 18 18 Front-to-Back Ratio at 180°, dB 40 40 40 Isolation, dB 30 30 30 VSWR 1 Return Loss, db 1.5:1 1 14.0 1.5:1 1 14.0 1.5:1 1 14.0 Intermodulation Products, 3rd Order, 2 x 20 W, dBc -150 -150 -150 Input Power, maximum, watts 300 300 300 Polarization ±45° ±45° ±45° Impedance, ohms 50 50 50 Lightning Protection dc Ground dc Ground dc Ground www.commscope.com/andrew 02010 CommScope,Inc.All rights reserved. All trademarks identified by t or r""are registered trademarks or trademarks,respectively,of Commscope.All specifications ore subject to change. page 1 d 3 See www.commscope.com/andrew for the most current information. 12/29/2010 I — Product Specifications A40' NDREW. A CommScope Company HBX-3319DSVTM Mechanical Specifications Color Off white Connector Interface 7-16 DIN Female Connector Location Bottom Connector Quantity 2 Wind Loading, maximum 465.0 N 150 km/h 104.5 Ibf @ 150 km/h Wind Speed, maximum 241.4 km/h I 150.0 mph Dimensions Depth 132.0 mm I 5.2 in Length 1461.0 mm I 57.5 in Width 269.0 mm I 10.6 in Net Weight 12.7 kg I 28.0 lb Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 1.1 Actuator HBX-3319DS-R2M Model with Factory Installed AISG 2.0 Actuator HBX-3319DS-A1M RET System Teletilt® Regulatory Compliance/Certifications Agency Classification RoHS 2002/95/EC Compliant by Exemption China RoHS S]/T 11364-2006 Above Maximum Concentration Value(MCV) 0#0 �O RoDDS INCLUDED PRODUCTS 600899A-2 Downtilt Mounting Kit for 2.4-4.5 in(60- 115 mm)OD round members www.commscope.com/andrew ©2010 CommScope,Inc.M rights reserved. AM trademarks identified by®or"'are registered trademarks or trademarks,respectively,of CommScope.All specifications are subject to change. page 2 of 3 See www.commscope,com/ondrew for the most current information. 12/29/2010 Product Specifications Al11oREWe A CommScope Company H BX-3 3 1 9DS-VTM Horizontal Pattern Vertical Pattern 340 M0 0 10 20 340 300 0 19 20 330 • 30 330 30 320 40 320 40 310 ,'‘,50 310 '0 50 300 , e0 300 .16 60 240 70 200 •15 70 280 80 200 �. 80 270 i 40 270 90 • 250 .I 100 280 100 240 • • - 110 250 110 140 120 240 120 230 -- .. 130 230 130 220 . J,140 220 7140 210 i ='''' ISO 210 150 200 190 tee 170 100 200 190 lee 170 too fr.q:17UOMI9,Mt:04 Freq:17103M140.TM:0° 340 350 0 10 20 340 360 0 10 20 330 30 330 , 30 320 p 320 40 310 "5 50 310 50 300 .1b ., e0 300 _...t0 60 • 240 i5 70 280 , �. _ 80 280 f ..520: �y 00 - 270 00 I70 -,. -.........1.116. 90 200 1011 240 - 100 250 11D 250 - . - IID 240 _ 120 140 _ 110• 230 _ /- 130 230 130 220 3 / 140 '2_20 140 210 I80 210 150 200 190 t80 170 100 100 190 180 170 100 Freq.1920M118,Sit'.0' Reg:1$2OM* .1Nl:04 39) 360 0 10 20 3b 350 0 10 20 330 30 330 ■320 1 40 310 40 310 50 310 - "5 --1---.. ,'` 50 300 M 300 " -10 50 280 _____ 80 280 80 270 Y- 90 270 90 200 -- 100 260 -- . 100 250 -"�_ -- 110 250 - _ 110 240 120 240 120 13p 1m 220 140 220 140 • 210 1 150 210 ---� -------'150 200 100 Ieo 170 180 200 190 1e0 170 100 Frog:2160M* .10t:0' Frog:2110MIk,la:0. www.commscope.com/andrew ©2010 CommScope,Inc.All rights reserved. All trademarks identified by a or rr4 are registered trademarks or trademarks,respectively,of CommScope.All specifications are subject to change. r-,;fie 3.-,i See www.commscope.com/andrew for the most current information. 12/29/2010 r CI\QED . ,, APPROVED REV ■ By Nicole Hennelly at 3:47 pm, Mar 01, 2011 MAR - 2011 4,1 CITY OF TiGA D Date: February 25, 2011 \ #l�DING n'VISION Maurine Irvine-Trujillo Tower Engineering Professionals T-Mobile Towers 3703 Junction Blvd 12920 SE 38th Street Raleigh, NC 27603 Bellevue, WA 98006 (919) 661-6351 (425) 383-3922 bboudreauCateparoup.net Subject: Structural Analysis Report T-Mobile Designation: T-Mobile Reconfiguration T-Mobile Site Number: P001316D T-Mobile Site Name: 1-5& Highway 217 Engineering Firm Designation: TEP Project Number: 110766 Site Data: 14020 SW 72nd Ave., Tigard,Washington County, OR 97224 Latitude 45°25'12.43", Longitude-122°44'44.35" 98-ft- Monopole Tower , Dear Ms. Irvine-Trujillo, Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine structural acceptability of the structure stress level. Based on our analysis we have determined the stress level for the structure and foundation, under the following load case, to be: LC1: Existing + Future+ Proposed Equipment Sufficient Capacity Note:See Table 1 for the existing,future.and proposed loading. Structure Controlling Component Capacity 104.2% Pole Section L2 (30.5'—63') The analysis has been performed in accordance with the ANSIITIA-222-G-2-2009 Structural Standard for Antenna Supporting Structures and Antennas—Addendum 2 and the 2010 Oregon Structural Specialty Code. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and T-Mobile Towers. If you have any questions or need furt -r assi- 'a ice on this or any other projects please give us a call. R.D -XFF e i 8 8 Respectfully submitted by: 8i°I .' E la 1 I N� 021L5�2v Ilo� -7 '°). OREGON rp �v . y FABER `w' P� O,Q�W T. V\P'\7 Andrew T. Haldane. P.E. I EXPIRES: 06/30/201 RISA Tower Report-version 5.4.2.0 A. February 25, 2011 98-ft Monopole Tower Structural Analysis P001316D 1-5&Highway 217 Project Number 110766, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Existing/Proposed/Future Antenna and Cable Information Table 2 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4)ANALYSIS RESULTS Table 4 -Component Stresses vs. Capacity Table 5 -Component Stresses vs. Capacity- Foundation Table 6 - Dish Twist/Sway Results for 60mph Service Wind Speed 4.1) Recommendations 5) APPENDIX A RISATower Output 6) APPENDIX B Additional Calculations RISATower Report-version 5.4.2.0 February 25,2011 98-ft Monopole Tower Structural Analysis P0013160 1-5&Highway 217 Project Number 110766, Revision 0 Page 3 1)INTRODUCTION This tower is a 98-ft monopole tower designed by Summit Manufacturing Inc. in January of 1996. The tower was originally designed for a wind speed of 85 mph wind with simultaneous 0.5" ice per TIA/EIA-222-E-1991 for the appurtenances listed in Table 2. TEP did not visit the site. All information provided to TEP was assumed accurate and complete. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of ANSI/TIA-222-G-2- 2009 Structural Standard for Antenna Su000rtina Structures and Antennas — Addendum 2 using a 3-second gust wind speed of 95 mph with no ice, 30 mph with 1"of ice, and 60 mph under service loads with the following criteria: 1) Type of Analysis: Rigorous Structural Analysis 2) Classification of Structure: Class II Definition: Structures used for services that due to height, use or location represent a substantial hazard to human life and/or damage to property in the event of failure and/or used for services that may be provided by other means. 3) Exposure Category: Exposure C Definition: Open terrain with scattered obstructions having heights generally less than 30-ft. This category includes flat,open country,grasslands and shorelines in hurricane prone regions. 4) Topographic Cateaorv: Category 1 Definition: No abrupt changes in general topography, e.g. flat or rolling terrain, no wind speed-up consideration shall be required. 5) Earthauake Cateaorv: Not Considered Commentary: Earthquake effects may be ignored per this Standard for site locations where Ss does not exceed 1.0. (Site Ss=0.945) Table 1 —Existing/Proposed/Future Antenna and Cable Information Existing/ Elevation Antenna Model Mount Qty Coax Coax Owner/ Proposed (Ft) City Type Coax Size Location Tenant 3 Andrew AWS-PA10167401 Existing 101 3 Andrew PCS-PA101675 5 EMS RR90-18 XXDP J i 3 Andrew TMBX-6516 Platform 17 7/8 Proposed, 101 1 AndrewAWS-PA10167401 alhail i T Mobile 1 HBX-331OQS-III Future 101 5 I Tie Reserve TM k 7 - --- - =--- � T,� Inside 3 '>-Moblb Reserve Antenna Future 00 1 4'HP ARV Dish Dish Mount 1 j 7/8 I 89 3 HP2-23 MW Dishes Pipe Mount 3 1/2 4 1 Kathrein 840-10057 Existing 86 4 Nexnet BTS-2500 Pipe Mount 9 5i'16 e i 1 • TrInble Accutime GPS RISATower Report-version 5.42.0 February 25,2011 98-ft Monopole Tower Structural Analysis P0013160 1-5&Highway 217 Project Number 110766, Revision 0 Page 4 Table 2-Design Antenna and Cable Information Center Line Mounting Elevation Number of Antenna Antenna Model Number Coax Level(ft) (n) Antennas Manufacturer of Coax Location 98 98 12 Decibel DB978 Unknown 98 98 1 j Summit 10'Mini Platform ,Unknown Inside 85 I 85 1 ; Unknown { 4'Std Dish w/Radome Unknown Pole 50 1 50 1 Unknown 4'Std Dish w/Radome ;Unknown 3)ANALYSIS PROCEDURE Table 3- Documents Provided Document Remarks jReference Source Summit Manufacturing Inc.,dated January 26, 1996 Design Drawings - T-Mobile. Job Number:A29296-20 1 1 � Dames and Moore,dated December 29, 1995 I ' Geotechnical Report Job No: 32140-001-016 - T-Mobile Foundation Miller Consulting Engineers,dated January 29, 1996, T-MOblle Drawings Job No.960020 Correspondence Correspondence from T-Mobile with regards to the existing, future,and proposed loading,SAW dated February 9,2011 I T-Mobile 3.1) Analysis Method RISATower (version 5.4.2.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 1. 4) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 5) This report is not a construction document. 4)ANALYSIS RESULTS Table 4-Component Stresses vs.Capacity Section!Elevation 1 Component I Critical SF'Pallow 1ca; ci1%No (ft)J Type Element P t�� (lb) ty Pass/Fail JI L1 98 63 I Pole TP19.07103.75110.188 1 -2981.410 818126000 67.2 Pass 1.2 63-30.5 ti Pole TP23.638xl8316ss0.188 2 -5479.710 956996.000 104.2 Pass 13 ' 30.5-0 1 Pole TP27.9x22731ss025 3 -9381.960 ,1479940.000 95.0 . Pass ISummary j Polo(L2) 104.2 Pass RATNIG= , 104.2 ' Pass j RISATower Report-version 5.4.2.0 A February 25, 2011 98-ft Monopole Tower Structural Analysis P0O13160 1-5&Highway 217 • Project Number 1 10766, Revision 0 Page 5 Table 5-Component Stresses vs. Capacity- Foundation Notes Component I Elevation(ft) I%Capacity I Pass/Fail - Anchor Bolts - 53.7 Pass 1-77 Base Plate 75.5 Pass - _ Base Foundation 76.2 Pass Structure Rating (max from all components)= 1 104.2% Table 6–Dish Twist/Sway Results for 60 mph Service Wind Speed Elevation Beam Deflection Dish Model (ft) Deflection (in) Tilt(deg) Twist(deg) 90 4' MW HP Dish 22.255 2.226 I 0.008 1 89 HP2-23 21.784 1 2.212 1 0.008 4.1) Recommendations 1) If the load differs from that described in Table 1 of this report, or the provisions of this analysis are found to be invalid, another structural analysis should be performed. RISATower Report-version 5.4.2.0 February 25,2011 98-ft Monopole Tower Structural Analysis P0013160 1-5&Highway 217 Project Number 110766, Revision 0 Page 6 APPENDIX A RISA TOWER OUTPUT RISATower Report-version 5.4.2.0 A A 0. II 7 Building Division ■ Accessibility: Barrier Removal Improvement Plan T I(i \RD I V /A- — Al MelvinM Tete c-e Na hi 14441 CAI?/14 cite_ G J, REQUIREMENT: OREGON REVISED STATUTE (ORS)447.241. ft4 loll e- (1) Every project for renovation,alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom, telephones and drinking fountains are readily accessible to individuals with disabilities unless such alterations are disproportionate to the overall alterations in terms of cost and scope. (2) Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds twenty-five per-cent(25%). VALUATION: Total of all renovation,alteration or modification being done, excluding painting and wallpapering [1] $ MULTIPLIER(25%barrier removal requirement): x .25 TOTAL BUDGET FOR BARRIER REMOVAL: [2] $ ELEMENTS: In choosing which accessible elements to provide under this section,priority shall be given to those elements that will provide the greatest access. Elements shall be provided in the following order. (a) Parking $ (b) An accessible entrance: $ (c) An accessible route to the altered area $ (d) At least one accessible restroom for each sex or a single unisex restroom: $ (e) Accessible telephones: $ (f) Accessible drinking fountains:and, $ (g) When possible,additional accessible elements such as storage and alarms: $ TOTAL(shall equal line [2] of Valuation Computation): $ I:\Building\Permits\BUP-COM PemmitApp.doc 06/25/08 • IMIS R DESIGNED APPURTENANCE LOADING TYPE I ELEVATION TYPE ELEVATION am*10 Ratio.n se___ _...._..._ (2)S20045A1 N AYMS'PAlO1S7401 98 (2)52004541 N AM-PA10/W01 -..__.. 98 _......•.S20045A1 N AY/S-PA 10 9e 4.5 Dta..4 Dish Mount 90 PENPA101N17 N .......... 4 HP MW 80 PCS-PAMOINt7 N MP2-29._. 'N PCSPAIOIN17 N MP2-23 _._89 = Q p)Wt90-14001P N MP2-2:i 89 d to (�RF190•18 000P N 4.5'Pa.K 8'Dish Mount 87.5 PRiep16-0rop N 4.5 Pa.R 8'Dish Mount 87.5 1MBX-0516 821,1 N 4.5 Pa.R 8'Psh Mount 87 5 TNlr l&R261 N 875.2500 es •TlX 16-1,12t1 N Acutime 2000 N AWS-PA10167401 N '840 10057 N MX-39190S-VIVA tdMmelPV' N (2)BTS-2500_.. __$8 RR65-19-090P N 'BTS-25500 .. N RRN•t9.02DP N I98 8 01087 N. 1 RR65-t9�0P N [No loon es MATERIAL STRENGTH lose I i GRADE 1 FY Fu GRADE j q Fu man 9s lei N Id AN7-90 8014 71 Ad TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 95 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. I 7. Topographic Category 1 with Crest Height of 0.000 ft a e = a = $ 8. TOWER RATING:104.2% A = �/' if0.9. ALL REACTIONS ARE FACTORED AXIAL 2086313 X a 19 Z i $ SHEAR(t MOMENT 118613 , 1 96934 lb-ft TORQUE 44 l-f 30 mph WIND-1.000 in ICE AXIAL 9397 b iSHEAR 1-----N\ MOMENT 101x2 lb 1 _, 1 792875 13-ft 0 I it TORQUE 838 lb-It REACTIONS 95 mph WIND ' IIIIJIIIIJJ. Tower Engineering Professionals 'oh"P0013150-1-5&Highway 217 i 3703 Junction Blvd P".*MP,110766 Raleigh,NC,27603 osit T-1lobie Dn.wer.BR8 APPM: Moe,S nee P,oteso r a G Phon :(919)661-6351 Ca°'TlA-222 -- 02125',I ` NTS To F :6919)661-6350 PYi11r man aus POaneerrstta atrxroetea4YDae Dm'Ato.E_1 A Job Pala RI SATower Job Pew ' l�'l S, owe P0013160.1-5&Highway 217 1 019 P001316D-1 5&Highway 217 2 01 9 Tarr Engineering Tower Dale P1110113 Engineering P1110113 O1M Pnefr>,,.ir ll L. TEP$110766 12:43:01 02/25/11 Profrrviunad TEP#110766 12.43:01 027511 A Ylt A.•■Pon RA.) 3703 Ammo.Blvd • 0.k,e)..2('.:760.) Uwe Designed by Rakish.NC.2761.) MIN oosgisd by Mow /'hale:19191661-6.751 T-MobilMow.9191 0 t1 1 R7 T-040311!0 eR8 /v‘ 1x191 nn1-RI•U f.1%'19141661-6150 , [ Tower Input Data I Tapered Pole Properties !here is a poll.40:11011• s..rv..'-Tip oia Ana I ( in 1 ip .,r This tower h J6vpn,d using Ihr 1 I A-:2:-(i nand).!. _ w II Is' is w ul' I. FI - Thc It.lhr*iRp desipn criteria app,: LI 11162 11O71 117071 4.113 6.913 24133 373.311 4.36 2.911 16.041 11713 11.231 506.313 6.704 9.601 32251 1117262 3.620 3.113 1*141 Tauter It Waled in 0 ishillglon Count).0145011. U 11114 10.711# 447.047 6A76 9.701 41143 046.102 3.313 2.111 13433 B06k.wind speed 0l 4.5 mph. 24.003 13-936 9691121 1723 12.004 01747 1911010 6171 7.111 211426 &&Indele Clew II. Li 21122 17179 I0)3.1111 7.111 11.147 91.631 MOMS 1.121 7361 14312 Exposure COtep0Iy C. 21730 21.940 2119.111 9.116 14.173 149.121 4241367 10.972 447O 17.162 T(lpnpraphic C'atepois I. Cram Height 0.000 It r„,„.,., Gaaarl Ommt Gam Grads Adam.Farr), A.m.. Wdeb7Gtt Pm*Pa h pei(vA.*k N000na1 ice Ihicknc.,or 11*01 in. Fl"°'" Ana Th*4m.0 M P-7ar *Is*Odl Pike*LE Ire M rl ic1neso In mn delvil to inc eanc a llh height. 1pwFare/ A. Sparta[ SF-.1.[ Bwymdl NansowMs to dash)or WI pry. p d b - ra A*fad.peed of III nytl is 31x.)in lrlmhhmlilnr a llh ice. 1.1 - ---I 1 1 1 ekaaion.calculated u.fup a%ind npe(d of(M)Mph. 501611.I1)n A non=linear 1 -ddla))only nil v.aave.r 1' I 1 I 11 61 MIL I'lessnl.s are calculalnd 0 6001.06.1101. 13 I I I Shp.ratio 1169-6 in pale Je!Mpn In I, 111 G101)Ilni -_ Local I■vndnlp sl1nnen due In 041014))p Iliidn,kIOdlknw nuppollo.and appurtenance moults ate not con.idcred. Options I I Feed Line/Linear Appurtenances-Entered As Area Comities WW1.,top 11w1ri6Me I.ep load.M l hid arm *MI"MAW Dodos A.Cy(I.kr i'..w6hn M o o o,s.-Ihwinni01. Annals I a(.Plotted the AMA N941me 4 M irk D..taNro Pare Aber campmate Plat emem Tara( CA Weirs ('nw4ie611.041.Oinpaal. . A..mm RI01d I.Y.PI. CASIMMOIA1111011�yP a or 11041/ Tme Nwoier Om MI1-669 WMm , l one clew 1pw to W.Ate, 10010111���f�AA Los 1!. ._ 694 11 . tie c\.Jt 1111x.iitelks I he CNN*e.Tar 4121 al IAgallYIUUN gwMle 111•130A all POAMI C Me !wise Poly 90.00-UMW 17 No ka 0.000 0.310 . On r11J!$41931 ook%-bop Relnnlo,(Ivy.1..1.x11 I,snon Al Log Pols Noe Sue A06 is MT ke 0.000 0330 Rwrhla lot . RH.w Mn a 56164))7('Iwy1, (10A100 M 111Wee r ke 0100 (All)) Aion Ott Mu Kt s the 0404.0601,1,45orilki 6. i Cougar Pasillee Twee LOP1DIA(7115/AM) C 69.1 Irollk Pole 900(10-0110 7 No ke 0010 0130 Ohe ul'6.i 1x400 s h.yeo Wed Al..of Ayr" WNW Awls ili1 Maw Cyst 1/T ke 0.1011 0330 166116D Debi is Meelro C11pa0(I Arum.11010e Arm Ms Puke 1"ke 0100 0330 Ley Oaeb,Art A tin Of grin* sit Medias lbw Co rY s Iu.4o1.)her-T.006 lain611e6 1.0194°50A I in 1'0AM) C No Iivak•Poe 8960.1010) 3 Na ke 0010 01311 $ea.w31155.000wl 13.9.La s sew 1�ul ez yrtlwlp..lom Always 010 a3131(»r6•d Raw ITT t9 01011 0.130 Din Mewed I we*WNW rA$nWA 11NOp NW Ol inp Use TT M1w1Md a.r-6a1r r ke 0300 0.130 A.W PVC-.1/WWCr10WOMw 5116'Corn. C No Inndc Pte 06.(80-0110 9 No ke 0000 0004 Ill b 0110 0301 1°Ice x100 0119 13P3SOA 17/1 POAMI C No lwWk Pole 90001.1-0300 I No ke 0,000 (330 1/2'4e 0346 0370 Tapered Pole Section Geometry I'ke 060 0370 ,96.0 1:60041000 Nette.. 3)01.o N. A.- lop Rona. Wall 11,6. 5.4,1/..k Is.OA 1.036 .N IN.m-1 ('ame'" IA..knew AM*, Feed Line/Linear Appurtenances Section Areas f P N.+ - M 1n /n LI 31)0*) 2.3101 10 13.750 19.071 1.161 0.730 A607-63 1641.1 Tarr Teter P.m 4. M Cala Celt WdiW 12 6.310116311 3,3.310) 1001 10 11.316 23.111 0.101 1)7311 611163 Sean 1.kmma le Farr Ora 5w, 1616.)) f, _ f 1 /rr f /' 0 13 .*31041111 ..4100 I0 217.11 27.901 0.230 1 11111 A111176)) 1.1 4)161611 0117 A 01100 0310 030 0100 050 460 ken 0 030 0146 OM 0460 0300 T RISATower '°° ••.• KISATower w1• ' P001316D-1.5 8 Highway 217 3019 P001318D•1-5 d Highway 217 4 d 9 Tower N� Pra3ets D00e Tower Engineering Dale Prkik111___ TERM 110768 12:43:01 02/25/11 professionals TERM 110766 12:43:01 0225'11 .11tldAlMWn Dral _ 3701 Amino.804 • ANN"NC 57011 C0snl Daiwa by Rakish.NC 27603 01911 Oe9Ignal by Plow 19491 66/01,1 T-Mobile BRB Pinner(9191661-6351 1-Mobile BRB PA0.I0I930004(20 _ FAX-(9191 661-63 7 0 _ how Barr Mr A. At r.4. C•AI IN.1Da Description Farr (y7w, Offset.: A:In1A Mann el C.A. C.4. OW* JRIM! MWedaw /� d I Pe � or .Ape 14>r AJ,auwn9e Rue Ike !� 01 Leg Laura/ C 1)1011 I/IN1) 111N6) (090) 11610011 PM U 03300.7030 A 000(3 II,AM1) II OM MU) IIIII) ft s ft I X Ih 1 0000 0011) 101(1) 1)111) 11 OW ft C 01100 0.000 11.10111 OM) 31111.461 ._ ---- 63 3030/0300 A 0100 11000 01111) 0010 0.p1) II?b 221*) 22010 1*4u Mb 1 0.100 01110 0.001 0110 018/) I"Ice 26101 16100 1250000 C 0100 0.000 OMM 0000 700479 AWSPA10167401 A Fr.11 Lag 3100 0100 96100 lobe 0643 0331 111011 0100 11C kw 0737 0623 23.1011 3001 1'kr 0.177 0235 31220 AWS-PA10167414 0 Frogs Leg 31511 01W 901100 Nob 0.645 0370 111101 Feed LinelLtnear Appurtenances Section Areas-With ice 1 011000 1/!b 9 5737 6,03 2311 7100 1'k9 0177 0.733 31.220 AWS.P01016740 C Hs=Lei 31011 01101 911011 No kg 0643 0.570 11000 /boa Nag Fmr he A. At C.A. COA. wMIY 01100 IQ'b 0.737 0123 23./10 /a6.0 113606w fM(4W. M Par Ole Pea 311x1 1"b 0.671 0.733 31220 w _ .. /( re 6 PCS.PA1016517 A Fran lq 30100 UAW 9X011 No ke 1160 CMS 1600 61 9/110,330/ _A ..,._. 14 _ 0.001 0000 0100 0100 21110 123-6 1211 0571 22.321 1 0101 0001 0.000 0100 03110 3100 1'b 1371 07(6 70.911 C 0111 0110 0000 0.000 316007 PCS-PA1016317 0 Fagg Leg 3110 0100 96000 Mo lee 1160 0445 16.000 67 0111* .10300 A 3169 011111 11)14 0I 0000 0000 0100 11/0 1/Y144 1.211 0571 22.311 e 030)) OHM 0.0111 0100 01W 31011 1'ke 1371 0.703 31911 C 0100 flu)) 0.000 0300 311.464 ICS-PA104317 I. Prom lq 31100 RASO 96000 Noke LOW 0445 16110 63 70.11004140 A 1 1511 01011 ■100 0.000 0400 0000 0100 1/46 kw 1.211 0371 22321 R 0110 010)) 0000 0100 01W 7100 1'b 1.371 0,711 30.911 C 11)01) 1110001 04113 0400 700479 (2)119LLI/4110P A Frw1 Leg 3100 01100 90.000 Nob 51067 2.750 23100 1)1601 1/2'1w 6,323 3234 31510 3100 1'la 0790 3671 00579 (71110111.0. 0 Fran lq 3000 010111 961100 Nob 3167 2.750 2300 I 0110 la'k• 6323 3234 51510 Feed Line Center of Pressure 31100 1-k* 6.790 3671 05379 1189 0)51)? C Fra�lq 36010 (1100 98100 Mob 5067 2.730 231010 _ 01010 1/46 b 0323 3234 51.510 bias 6111•0001 eh 1 r CA CPt 30(10 1'ke 6.790 3671 15579 • 6e 6•e 7MIX-63(602M A F.. lq 34410 2101 9010)1 No kg 3.961 2.303 11300 _.6�. 9i 0 el M M 0100 I/Y b 4337 2.742 31100 0001 0110 05.000 7104 1'b 4.721 3.107 09-0fl 62 03110.70311 0311 043*) 111611 0100 71140314316.0214 0 11r.r Lq 31001 01110 91000 Nob 3.961 2.313 11.210 1.7 707/90011 0111 001111 210 0 0110 111111 1/46 b 4.337 7.742 33.100 31400 1'b 4.721 3507 51661 7740X4516.6200 C Ras Log 31011 0.000 91100 Nola 3061 2003 11200 01111 UT No 4.337 2.742 33.100 30011 1'Iw 4.721 3407 50661 AWS.PA10167401 C Rum Leg 3110 0110 90000 Wog 0645 0370 1010 111011 I/Y la 0.737 0623 7390 Shielding Factor Ka 31110 l'log 0171 °533 31.276 IIOX-11191)5-YIMw) /' FruaLeg 31517 0100 WOW Nob 3961 4313 WINO !fin �M Mwn Pipe 111X11 I/''b 6917 3710 101071 .Ph^'" 31X0 I'k 6927 3161 160671 Rft6!-191)21)0. A Fn.o(q 71006 0110 91100 Nola 31167 2.'00 2100 01011 I/2'Ice 6,325 3234 51310 Discrete Tower Loads 310*) 1'b 6140 3671 23370 .6.66]•191)2110. C 1•.00110 11100 U0W 41100 Nob 3167 2750 23300 --rte- (0100 112'b 6323 3234 51310 I3wl9�lle1 Par Ad1I001 PYI.0wr0......_.... /.A..............CIA. Wh(O q 3100 230601 9-610 rake 3 1770 2390 4r lone A111061eW Mar 308 0063-191)201 (' From/ 3161 I/1'kg 3327 3.234 53310 I41 161081 190 3001 I'I. 6.790 3671 01579 P • ft /r 111 6 (2(l35$)A1 A Fran lq 31011 00)0) 98110 Nob 0747 0410 131101 ft 0100 U2*lee 0171 0590 13612 F 31010 I'b 1101 0706 264121 Ble.1181.Ribs C 5*. 0130 MOO Woke 16200 Mee 100100 121420045A1 s Fran Le/ 31610 0000 9100 Nob 0747 040) 130111 I ■s- RI SATower doe p001316D•1.5 d Highway 217 Pogo 5 01 9 RISATower Job P0013I6D-1-5 8 Highway 217 Pty• 6 of B 14wor 2ialAlneering P901•111 Deter Tower Engineering hO OM 11yJGsxioaaA TEPM 110766 12.4361 02/25/11 Professionals TEP1110766 12:43A102/25i11 ,IICI A.w.w 104 3703 6nco.n Bbd 40,WA M'27601 Cisid Deelyd by Aolei*A NC 27603 Clod Oeeivad by IW..w:19w1661.6.LS/ T-MObile BRB PMw:(919)6616351 T-MoOile BOB FAX'19191011.0.)50 FAY(91976616350 _ 00.404.1 Fort (11'w 1lljima: AdesuM Pnn6.4 Cwt, C.4. Wele0r 0wrep1a Awe DIA Wort 0.6en: 4e7am6 1W R7neniew amide Amnon W40W or N. Nor, kiltoO ere Awn Sid, or Two 13Pe Hon A4naawn iae Oewnw Ants leg !rams$ Leg Derma U1 f__ P J' i Yen Ven F /1 j1' A' !6 1<-_ - il __- */Sired(050 Leg 0110 OFkr LOU 41100 _----`--_-- - 011*) ('1oa 3.0 4000 0.0100 I/2 ki 0.171 0390 18.682 1P2-73 B Pwa63434d Rum 2.Cr0 0.100 *AO 2-42 He ke 3270 23010 3100 I'ke 110/ 0.701 26.020 mr3oro d MP; Log 0100 1?Ia 3.350 48,780 $30043/11 c Frew Leg 3.000 00141 90.000 No be 0.747 0.40 13100 0100 1'Its IMO 62000 0,1010 1/29ke 01.871 0390 10.082 N92-23 C PO4o44.d 14... 2.000 0110 19101 2,042 1943 k 3270 27,000 3.100 1"ke LODI 0.700 26020 wiS6rw6411N Leg 0000 1/1"Ice 3.00 44300 43"01 at Dr6Mwa A Pn..Leg 1.100 111011 87.310 Nob. 0100 3336 06100 0000 _.. I'lot 3110 62000 111081 1/1'kg 01001 3140 111.601 0,100 I'lam 0(00 4333 142.310 4.1"8144 0613■608110 N Fhoe Log 1.180 0.000 87300 No ke 0210 3336 86100 03100 I 13'Ma 0.100 3140 111603 4 I Load Combinations I 0100 I'Ice 0.001) 333 142.307 3.5-134.of OIdMoU C Raw Lry 1.1001 0000 17.300 No k. 0.000 3336 116106 0.1001 1/2'Ice 01110 3140 111,610 Cub, 1.r„.,(...,n O 100 I'We 0000 4333 142.117 No. 1 31 0 0 10007 A Fn.a Leg 1.110 0100 86010 Nu In 2491 1327 10.000 1 Dad Only 1)1)1 1/2'I9a 2.607 1315 24.190 2 12 Deed.6Wiro0 del-NO. O 100 I'Ice 1132 1131 41168 3 0.9 Dad..6 Hied 0 dry-No ke 6401000 8 )'n.o Leg 1 001 0001) 06(00 Nobs 2.491 1327 10200 4 12 Dad.6 Wed 30 dry'No 1. 0(00 I wk. 2.807 1313 24.190 3 09 Dead.6 WSW 30 deg-No ke 0,100 l'14* 3.132 1131 41161 6 12460..6 Wind 60 deg-No ke 00111011 C Fn.6 Leg 1.000 0(00 860111 No lee 2491 1.327 (0)00 7 0.9 Mats 6 11134 60 deg-No Ice 11100 I/3'ks 2007 1313 24,190 8 12 llkd.A Wind 90 deg-No Ice 0101 I'ke 1132 1131 41.1N 9 09 Dad..6 111d90 deg.Nola 131 t01230 A Fn.4 Leg 1.000 (1100 86001 Melee 2,120 0.937 33,000 10 12 Dad.6 Wed 120 deg-Hoke 010 IA'lee 2.023 1,119 40.311 11 09 OW.A IOW 120 deg-No ke 0.000 ('la 2334 1291 64.131 12 12 Dead.6 Wed 150 deg-No be 111.210 b Pomo Leg 1.100 0000 86000 He Ire 2.120 0.957 33100 13 09 Dad.61Wd 130 deg-No ke 0100 in'km 2.323 1.119 40313 14 1244.6 Wind ISO deg-No ks 0100 I"Ice 2.334 1291 64.111 (1 09 Dee..6 Mod IMO deg-Nola 1171-MIN C Platy Leg 101111 01X0 66100 No ke 2320 0.937 33.1100 16 1.2 Drank 6 Wed 210 deg-No ks WW1 1/2'kg 2.323 1.119 40.313 17 09 Dead.6 Wind 210 deg•No kg 0.100 I"lee 2.514 1291 61131 I8 12 Dad..6 Wind 240 deg-No ke Minna 3010 A PI0e4 Log LIMO 00(0 06100 Nu be 0170 0.170 0.070 19 0.9 Dead.6 Wind 240 deg-Nola 11.100 1/2'lee 0.237 0.237 3643 20 120o4.6 Wid 270 deg-Nobs 0.100 ('l1e 0316 0316 7.131 21 09 Dead.6 Wind 270 deg•Noke ......k 22 12 Dead.6 WSW 300 deg-No ke 4.3"bet.a 4 I1k6 Mao C Nwa 0000 4)1010 No ke 0000 1321 43.200 23 0.9 Dad..6 Mid3000eg-Na ke 10"let 0.110 1377 36.107 74 12 Deed.110141330 dog-No Ice I'law MHO 1110 72.229 25 0.9 Dad.A 111013.10 dog'No Le _.. 26 12 Dell A lee 27 12 Dead,A 90Y/04g.16 km 28 12 Dad..0 BUM drool lks 29 12 Dark D Mae deg.!/1* 30 12 Dad.OMdIW4g.10 kg 31 12 Dad.AM11I20deg.l Ake Dishes 1 32 12 Durk AM.113048.1Ake 73 12 Dad.A MU M0 deg.1a ke 34 12 Deed.A TAW 2IO4g.1.01. 119..309.1 arv,r 1110 410 033•01; 3t116w11 :1 dig 16neam &oak APnen Weigle 33 13 Head..0 WId 240dp.1 A lee tye 110 M. outfroftme thaw Niemen, Area 36 12 Dal A Wind 2704{.11 ks 1.., t.u.ral ISMS 37 12 Dad.A Wind 3004808A Dee Veen M 12 Dad.A Wed 3304801/ke A --_ft- ,.Z' !► 39 Dd.Wied0 deg-Service 4 Ile MN It FwaM4.Y0 (.0181 ((.1011 90.011 4,031 Nuke 12.570 170.000 41 (Md.Wkd30 deg-gevke o1S1n.a1 MP) w MOM 1/2ke 13.100 237.247 41 DodsWwe60deg-Ser.* 0.100 1'kw 13120 311493 42 0ad.Wid 90 deg.Service Ito.``1 A 1.. .4 old Rea 2.0111 WW1 59100 2042 No lee 3.270 27.000 43 Ikd.W'ud 1204g-Smoke RISATower Job P0013160 1.5&Highway 217 . Pap 17 Pap 7 019 h'1 Sri'1'owe/' Job P0013160-1-5&Highway 217 '•414 8 of 9 • •Tower&gime bring D Da4 Tower Engineering D D1I9 ln,frs.dannlx TEPO 110768 12:43:01 02/25/11 Ititr(erlaar4 TEP*110766 12:43:01 0225211 tlii An,lr,.Mhvf - J710 3/wnls Yd • 196MA.Ni.':IWAO 041N 0.94 rid by 1Wn16 NC 27601 Gar 09/104407 Mon:)9rv166)9331 T-Mobile BRB Free,(919,166/951 1-Mobile BR O'A NV(9/91661.6),60 FAY(9/9)6614150 Cr06. 0.011uaa Ma 44 Urdk W 9x6 130 AI-Soo ke 46 l Wind 210 •3.e1<, I Compression Checks I dq•Sink" 47 1386010WM61 240 Ds-Smke 4 I7sd*WMd 27016 •Srvl e 40 I5.OW Ord 300 AI•Serv♦,e >r 1)113.Ww43300tS'Srvke Pole Design Data I I I 1d. 091na11� Six I L. k(0 A P K rib Maximum Tower Deflections-Service Wind lYa ft a P I� N. a tr.. 3.614 Y1uile NM. Ger lilt 7av,r U M-63(0 TP19A71dI730111 SAO 01(D OA 11012 !001-610 0101361/10 000+ 0010 0M4e rr Lead L3 U-XS(21 W23.J01*1J 9,10 35600 1000 0A 13439 •34'79.710 959496000 0006 I ` Coed., • 1121L1041-2 U N-0 MAO 50 2.333 0.109 U 305-013) 187.9[22.73-023 34200 two OD 21.90 4311960 1479940.007 0016 11 113-203 11-633 30 1.771 O.UUS U 34.4 2103 30 0037 0001 Pole Bending Design Data I Critical Deflections and Radius of Curvature-Service Wind 3<r>lon r2.-.aor. MI >u_ w. a.. 14.4 w., Maio Na Y. 14 *11.. t1ArRrM9 Go, 0ylmbrr no (NW K„,i,,„,,l __.. A I6-e 144 94 60 O og- 1_old nu,,,,,,,, LI M-0(1) TP19171613.75141m 2013601)) 31066107 0.340 late 310509.167 0000 '„Wry. b • - Jr L2 63-305f31 '1 233,63M11316O,1M 466046467 450966000 4-036 0.466 43663000 0-600 --... _'... U 303.0(3) 1127.9d2.73I12! 712074.167 m40475000 0.13 aux 00073,00 0100 34460,01 a Ilat0,rm 311 !3.3511 3,3,1 11.0x, �2M1M1 1011 4'11PMW 50 22.235 2.226 000 7973 0-6,100 UP2-33 SO 21.704 2212 0.00 7053 41314 4.3'120.11131.1690 50 2101 2.110 NOM 415 91* 12310910107 34 3a3U 214. 6001 3210 Pole Shear Design Data &Dray Flex eine Sty *real 9v. Raab Amid 9T, 0 1 T, Maximum Tower Deflections-Design Wind I Na V. a P, T, n u l6 w. +71 l6a p, u M-0(11 1719.0714.13.7560,I0 7522130 09063/00 0111 172977 6_'1417510 gam U 6)-*S O) 7P2303W 03a61A.1m 1911520 47/491000 0119 170.756 43x'1 133 006 3244 /MwM9r Arai. -.. 1.4. 119 71vr.v � 0�9rr91 I»al U 305.0(33 1P279422.731 41.23 16196.100 739971 010 ODII 10.977 11..Il00,1a0r ODm• U 1061 4 0(109 4 0 SO4 0712 1] 433.3113 32132 24 7 On 1111.21 I3 34.0 13.303 34 3.633 0006 Pole Interaction Design Data Critical Deflections and Radius of Curvature-Design Wind Sealaa r3a91rra Darla Arab Dare are N0,. Comb law pint Na /4 14 Of. 9.' 'U.,. K Rol garb Mora. ApParr.la+a,r 0041 DejlovIwr 7112 TW1( Radios of LI M•62(I) 0604 0660 03101 0 W0 0000 41672 1 A00 Lod Carpenter ✓ 412✓ JOID L10rtN. N • • 0 U 61-30.5(2) 0-606 106 0.000 11.019 0.000 1042 1 3010 4,1.2 1111100 i0'PY6'0 24 110,756 10334 UA42 33100 MOD 41119919/ 24 4763 16033 (3056 1074 ✓ V✓ 0611 1192-23 24 97-6 U 63 9.9(0 1.036 1665 305-0(3) 0-6016 0.643 0000 0014 OA00 0950 1310 [2 4 0731 43.071.a r Dia 16'01 34 94533 9,171 0333 1436 V U-60 4311M 11431 24 91.402 9.771 0.034 1247 RI S:l I u►ver Job Pps 9 o19 POD1318D•1•S&Highway 217 rawer ENOSVannlp P1G�MC1 oat. PnrJeca»rnoll TERM 110766 12:43:01 02/25,11 lilt.pn.•.n 71hr1 IFrh'rp0.Al :7611 caaM DM..lan.d by Irony-1WloI nn i n.t"I ?-Mobile BRB 1<tt r 0l VI nnl n,0 \r..nw 4>.I wnw 1,41, Maw Ram, 'b.,. k,., 1 d AU1rw. l'11Ire,n 4'.r 7', 11„ M„ 1„ I. 11611 Vt.. K t'. 4A1., Pt l.. 91', 11, Kul:, Kner, Section Capacity Table I ; jaw Orni1f.M 6,0,01ilrn/ Site l HKtal P MPw.•• '1 751.. bn. 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Ho Pu PP+Kwatvow.o'4.1U-IW12/291UilicH YI 1J :ai February 25,2011 98-1t Monopole Tower Structural Analysis PO013160 1-5&Highway 217 Project Number 110766, Revision 0 Page 7 APPENDIX B ADDITIONAL CALCULATIONS RISATower Report-version 5.4.2.0 Pad &Pier Monopole Foundation with Piles Site Name: 1-5 & Highway 217 Site Number: PO01316D TEP#: 110766 Calcs By: BRB Date: 2/25/2011 Checked By: MKL Date: 2/25/2011 Pier Shape= Square L DPIER DPIER= 4 ft 1I LPIER= 3 ft • LPIER tPAD= 2 ft • r� .. • y - - 7C DPILE= 1.067 ft =a • Loc= 9 ft , • + •; tPAD LPAD= 10.5 ft `; - n = 4 <__# Piles • Pile Capacity= 97.5 k a.� DPILE-3r — P= 9.397 k k Logy LPw M = 792.875 k-ft R= Pin ± M/V2`Loc WcoNC= 38.7 k FP=WcoNC+ P FP= 48.1 k Tension= 50.3 k Compression = 74.3 k %Capacity= 76.2% ,3/�if • • E�Ea FADf�f�. �� t, U T • • • CITY O TIGARD �S �' A �O o�REGO" ger 4v Approved.... .. . . .1�.1 [l�}� t `4v cus� � Conditionally Approved [ ] , SITE NAME: [ ] G� ' RENEWAL DATE,:�,r, See Letter to:Follow OREGON At tMed O q O . 1-5 & 217 Permit N tuber:f`�P /as-+2 1 �O g Pi By: a!J I Date: 1W o a T x SITE NUMBER: 8 P001316 C, i il LOCATION: OFFICE COPY " W : : °° EXPIRED i 14020 SW 72ND AVE, TI( ARD, OR 97224 i Of ' 1. i - i INDEX: SITE NAME: APPLICANT: SIGNATURE DATE FROM THE T-MOBILE OFFICE: 1, ti T-1 GENERAL INFO. & SIGNATURE BLOCK I-5 & 217 T-MOBILE WEST CORPORATION SITE ACQ: a 1500 N.E. IRVING STREET, SUITE 5= 1. START OUT GOING EAST ON NE IRVING 1 SITE ADDRESS: woCD(760) 521 ST TOWARD NE 16TH AVE (144 FT) g C-1 OVERALL SITE PLAN PORTLAND, OR 97232 14020 SW 72ND AVE 2. TURN LEFT TO MERGE ONTO 1-84 TIGARD, OR 97224 CONTACT: BRUCE WOOD (760) 52 0920 ZONING: E/US-30 E (0.1 MI) C-2 ENLARGED PROJECT AREA PLAN & + 9413 0 (503) E66--5111 3. TAKE EXIT 1 FOR I)33RD AVE (0.1 MI) ELEVATION SITE NUMBER: ZONING CONTACT: SKIP GREE .E 3. TURN EXIT AT FOR 33RD AVE (0.1 I MI) E-1 ELECTRICAL DETAILS PROJECT# P001316D (503) 866- 5111 RF ENGINEER: GEORGE APATACHIOAE 5. TAKE THE 1ST RIGHT ONTO NE • v PROPERTY OWNER: CONST. CONTACT: JAY TELFOF:J (503) 516-0231 BROADWAY (0.3 MI) I.S. PROPERTIES L.P. (503) 349- 2149 CONST. MGR: JAY TELFORD (503) 349-2149 6. TAKE THE 1ST RIGHT ONTO NE 37TH P.O. BOX 87908 AVE (410 FT) Q� N o ix SITE ACQ. CONTACT: BRUCE WO(.•D 7. TAKE THE 1ST RIGHT ONTO NE SANDY aN c VANCOUVER, WA 98687 (760) 521. 0920 OPS. MGR: BLVD (92 FT) � MANOJ PILLAI (503) 453-2000 ZONING: 8. SLIGHT RIGHT TO MERGE ONTO 1-84 O ��R co F ur I-L LIGHT INDUSTRIAL UTILITY PROVIDERS: W/ US-30 W TOWARD CITY �� .e DEV. MGR: JOSHUA SOMMERS (360) 521-0556 CENTER/1-5 (1.9 MI) IN._ 'q JURISDICTION TELCO PROVIDER: QWEST 9. TAKE THE EXIT ON THE LEFT ONTO _4 1 °z CITY OF TIGARD 1-5 S TOWARD BEAVERTON/SALEM ■ § POWER PROVIDER: PGE (7.9 MI) ( N a COUNTY 10. TAKE EXIT 294 TOWARD L ■ WASHINGTON COUNTY DOCUMENT REVIEW PROJECT DESCRIPTION: OR-99W/TIGARD/NEWBERG (0.3 MI) • WASHINGTON COUNTY, OR • PARCEL NUMBER(S) & AREA: T-MOBILE PROPOSES TO MODIFY AN 11. MERGE ONTO OR-99W S/ SW BARBUR TAX LOT 2S1010000800 EXISTING RADIO TELECOMMUNICATIONS »w o ', '="1.=' �.- BLVD (0.5 MI) # FACILITY CONSISTING OF A THREE-SECTOR s N 12. TURN LEFT AT SW 72ND AVE (1.5 MI) 349,351 SQ. FEETt ANTENNA ARRAY, (9) TOTAL ANTER slAS, a,E RE,c.a 8.02 ACRESf MOUNTED TO AN EXISTING 100'-0` AGL - -, - ' ' " ' _ EST. TIME 22 MINS. 12/20/10 COPISTRLICTION KNEW PROJECT AREA MONOPOLE WITHIN AN EXISTING 12.'-0" X "" i EST. MILEAGE: 13.7 MI ,2/79/10 coismucnom smarm. ,..•...+.r 1/31/11 COIQIRIC110N SUBMITTAL 0 SQ. FEET 28'-O" FENCED LEASE AREA. T-I4OBILE _ - - PROPOSES TO SWAP OUT AN EXISING GSM '' A . •ti. PROJECT COORDINATES ANTENNA WITH A NEW HBX-3319DS UMTS ` '` r w " ANTENNA LABELED AS SECTOR 4 WITH A ..'... 3 �'r'0N N - - LAT: N 45'25'11.28" i ,, t a LONG: W 122'44'45.6" RAD CENTER OF 101'-7.25" AGL. (1) NEW a; ,.R.:.. r •.... ./.,. �.•.1 _ SOURCE: RFDS TWIN AWS TMA WILL BE ADDED BEHIND AN r' ..,:-.,r ..•.,., EXISTING ANTENNA. 'I f °/ - - ' GENERAL INFORMATION: r '` "-- SHEET TME 1. PARKING REQUIREMENTS ARE UNCHANGED . ,- " 2. TRAFFIC IS UNAFFECTED ''"'N. t~`'` °_ ! INFORMATION & 3. SIGNAGE AT SITE IS EXISTING �.,x =E "` 1 °• ! I SIGNATURE BLOCK e - . SHEET I1JYBER ' SHEET INDEX PROJECT INFORMATION PROJECT INFORMATION ';ONTD LOCATOR MAP SCALE: WS DRIVING DIRECTIONS T-1 GENERAL INFORMATION 1 1. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN I \ /frfr \ 100 FEET THAT HAVE ANY WATER COURSES (STREAMS, RIVERS, ETC.). I ADJACENT ZONING �0, PR .2. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN 100 FEET THAT ARE WITHIN THE FEMA — 4 G F DESIGNATED 100 YEAR FLOOD PLAIN. I C P PROFESSIONAL S ,4, A O / oaeoou 3. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN COMMERCIAL , W tq 11� �v. 4v CL60 V 100 FEET THAT ARE DESIGNATED SHORELINE CG AREAS. / _,.. = RENEWAL DATE 12/31/II 4. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN „or' 100 FEET THAT HAVE ANY WATER BODIES O IGAN AND/OR KNOWN WETLANDS. �4 5. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN i t`'r �, r4 07. O 100 FEET THAT HAVE ANY UNSTABLE SLOPES � i• , I q t„xy�• 4,-4:114117::� 14;1114'.7.-! r/` �� 'N`� AND/OR LANDSLIDE HAZARD AREAS. P' ¢ r/ i►jt,` . t s �� N CUS ± q 6. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN . ,, 1 �.. b hi 100 FEET THAT HAVE ANY SIGNIFICANT WILDLIFE I y„r. --its- ,. .. `A y, O B i8 HABITAT OR VEGETATION. / `•- '1V .f y-- 4 > ' n 7. THERE ARE NO AREAS WITHIN THE SITE OR WITHINm �r } I rs , `� 100 FEET THAT HAVE ANY SIGNIFICANT HISTORIC, .r j • r 1'. +� �” � � ri CULTURAL, OR ARCHEOLOGICAL RESOURCES. +4` �L° ` ' �. _r �i= G6 B. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN _ . _ .. s, . ∎ •Ir._ " s . ° ;i Rc�`,i �` a � -_.4—'41-410"iR' r�4ti, ��100 FEET THAT HAVE ANY EXISTING PEDESTRIAN i�'`• ``�� /_. .y1� /. .i}� Wit: .� sI- iri� F •1 '`.' o f s`� ;4�- . rdl• `�' r4�'f` ro� y4la 1_. 0 N X AND BICYCLE FACILITIES. ,:, _tire r A rjt. •f r/t /t ;rte., •t r/t: r r - ,, - .gift .ryt° r/t: t0:110';•1 ' ' a°.. - /t° rrr f /t 1' r r ;/ :.' 1t° Ay t' f 1 f 9. THERE ARE NO AREAS WITHIN THE SITE OR WITHIN r1t: 'r/t.' •t I. -r l t !ti' r t� ,/}E. t ;1 t �- �,��. ilai 100 FEET THAT HAVE ANY EXISTING TRANSIT L " ' 3 a • i' ROUTES AND/OR STOPS. ow C $,;, 10.SITE PLAN IS FOR INFORMATION ONLY. VERIFY ALL EXISTING TREES, <a r tl TYP. TO REMAIN; DIMENSIONS. ';•.:', tgi 11. CONTRACTOR TO VERIFY ACCURACY OF ALL PROPERTY LINE INFORMATION PRIOR TO •EXECUTION OF WORK. , 12.THE LOCATION OF EXISTING UTILITY FACILITIES r PROPOSED PROJECT AREA cn ng§ HAS BEEN RESEARCHED AT A MINIMUM LEVEL. / SEE SHEET C-2 FOR ENLARGED r Iii THE CONTRACTOR SHALL CONTACT THE /i PROJECT AREA PLAN RESPECTIVE UTILITY COMPANIES TO OBTAIN f INFORMATION REGARDING EXACT DEPTH OF BURIAL if%///////////77/T/lt/T///l%/7 AND HORIZONTAL LOCATION OF UTILITY LINES r // PRIOR TO CONSTRUCTION. THE ENGINEER AND SITE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DELINEATION OF SUCH UNDERGROUND UTILITIES, NOR FOR THE EXISTENCE OF BURIED OBJECTS WHICH ARE NOT SHOWN ON THIS PLAN. EXISTING UNITED EXISTING 7 / 0 RENTALS BUILDING WAREHOUSE vt TO REMAIN; TO REMAIN; I N /1///////////////////////////////// • bD 4> o / %//4. LOCATION OF ' rowill 2 N CC • PROJECT NOTES / T-MOBILE Tm 5pg c•POWER METER O -6,;i1 P l////////////////////,/ / INSIDE ^ 1 WAREHOUSE oy .6 ur cl PARCEL NUMBER / ■ a TAX LOT 0) #25101 DD00800 • 1 349,351 Tt 8.02 ACRES± • ZONED I-L LIGHT I 7' INDUSTRIAL / DATE RELEASE ///&/; 12/2Dn0 CONSTRUCTION WWI 12/211/10 COASIALICTION SUBMITTAL 1/31/I1 CONSTRUCTION SUBMITTAL ACCESS TO SITE FROM EXISTING TELCO SOURCE SW 72ND AVE ON UTILITY POLE - - EXISTING BUILDING TO �ry ���py�y `••'•• REMAIN .••„ - _ {•-,x:1 t4 iR'ri' '. a } k + ;'-tt' ? ry? - Fr...'�:< _ . ''-l.ii::'• ye4t� `1..+;. - - /////////////////////////////////////////////////////////////// ///J/////////////////l////////// /////////////// // ;#< _ - T:., . — #' N - - .• l ~' 1 SHEET TITLE ADJACENT ZONING 0114 I ADJACENT ZONING �'�"� SITE PLAN • I—H HEAVY �,.t,,," I—H HEAVY INDUSTRIAL /1, I INDUSTRIAL ••r,, SHEET HUMBER C-1 OVERALL SITE PLAN 11X17 SCALE: 1• - 60'-0. 22X34 SCALE: 1• = 30'-0• 1 , : ' /--- ,,,--,- --W7 --gliiii•-•"' ,, , e � as � \ a� '�� . , ,•-----' — I�/-- ` ' + t ^ )\\ \ EXISTING 13'-0' X 2S'-0' X C�� --'N7441114111V / �'``�\ �'� ! I T-O"\ALL FENCE RENEWAL DATE 12/3,r1 Ao `447‘ EXISTING CLEARWIRE - EXISTING SECTOR 1 \ /f/i" ��P� ��l ��e(1JS �, EQUIPMENT TO REMAIN GSM ANTENNA T0/ \\• G StI`'� ��„, ® G0 �` 4. ` REMAIN I \ \ \ T-MOBILE EXISTING 8'-0” TALL T-MOB LE G \x.`yv b ��� / �. / GAMMA'260 GREEN)%'N /N I ''"•— / 1 I t t ,,\1 ICE BRIDGE TO REMAIN f /,EXISNG SECTOR 1 // it I \ 1 EXISTING 17 RUNS OF 7/8• / S• UMTS ANTENNA TO ! \\\\\\ .\\`} COAX TO(17) x g in• \' REMAIN I f` - -- _�l_ --- 3 iii b N - -- �. - ------- --- -- - 5A G .A W S,4\9\! EXISTING SECTOR 1 L.. (9 J,p, DIAGRAM REPRESENTS ANTENNA , GSM ANTENNA TO` C O cr G� SECTORS ONLY AND MAY NOT REMAIN ai I J ACCURATELY REPRESENT THE \ ,�`� . _ ' o ACTUAL POSITIONING OF THE \ I m ANTENNAS MOUNTED TO THE POLE. \ I') rn �, \� NG CONCRETE PA - �' EX Tl V I -474 4,77..:4$ AT ' �h^1, �6.P•14 41.61 r c�P�; TO REMAIN, 121 SQ. FT. d I S N g a 11 %LIPD/ iiidt w ''''''''''''\ - 14Itt 0..ww_m. \. REPLACE (1) EXISTING \MájjI T-MOBILE GSM SECTOR 3 ANTENNA WITH (1) NEW UMTS EXISTING SECTOR 3 SECTOR 4 ANTENNA GSM ANTENNA TO 1111 TOP OF ANTENNAS ® REMAIN • 104'-0" AGL +/- • ANTENNA RAD-CEN 0 _ lila. TOP OF MONOPOLE O EXISTING CLEARWIRE N • •101' -7.25" AGL +/- 1' 100'-0" AGL +/- METER TO REMAIN : co EXISTING SECTOR 3 UMTS EXISTING T-MOBILE TELCO ANTENNA TO REMAIN CABINET TO REMAIN O BOTTOM OF ANTENNAS 0 I ADD (1) NEW TWIN AWS TMA (1.) • 99'-2.5" AGL +/- BEHIND EXISTING ANTENNA (1) NEW UMTS SECTOR 4 2N CC If 1 ANTENNA MODEL# /1 �,\_ HBX-331905-VTM REPLACING EXISTING T-MOBILE FLEXI 'y/ 01gg(1) EXISTING GSM SECTOR 3 EDGE CABINET TO REMAIN O oxR 13 ,,, g ANTENNA wo •6 uf EXISTING THIRD-PARTY ° � t ANTENNA ARRAY TO REMAIN EXISTING T-MOBILE UMTS °;R a - Q EXISTING SECTOR 2 GSM CABINETS TO REMAIN ■ I ' Z ANTENNA TO REMAIN 01 • tia (1) NEW TWIN AWS TMA INSTALLED EXISTING 12'-O", • -- •_REMAIN r ■ , BEHIND EXISTING ANTENNA 3/ ,/ / ��® P'�84e� �� EXISTING SECTOR 2 UMTS f / �� GI N P -, • ANTENNA TO REMAIN 4. ®,�. • ,g - 14111112 r---',. j' EXISTING SECTOR 2 GSM /- 4.•41,i, ' II' ANTENNA TO REMAIN O11 EGON li! 1 © q�9 w�D/+o raM6nMUC1nR REVMta, EXISTING T-MOBILE PURCELL a 07,, 12/71/10 O1 y+� CABINET TO REMAIN 0 1:,11 I �k CUS�\� 1/31/11 001610UCO1 warm.- EXISTING POWER METER - _ LOCATED IN WAREHOUSE _ '_ :f e `•. EXISTING (17) RUNS OF 7/8" 84'-0" TO THE _ _ i I, "' COAX TO REMAIN SOUTHEAST / 7 is - ' " 10"'�is EXISTING TELCO SOURCE - EXISTING CLEARWIRE .''' II EXISTING T-MOBILE ICE EQUIPMENT TO REMAIN+- N 1 BRIDGE TO REMAIN LOCATED ON UTILITY POLE - - S 350'-0" TO THE N - - 1 , •'� i 1 1.411i�„ SOUTHEAST SHEET 1111E CC7,2 .,y*c ,,,�IL ...4 3"a ENLARGED PROJECT • +�� i 1 :�1 r AREA PLAN fl 4 GROUND LEVEL (GL) & ELEVATION SHEET NUMBER -- Ci-2 SOUTH ELEVATION 1,x17 scALE: 1" ■ 20'-0" 22X34 SCALE: 1• = 10'-o" 1 ENLARGED PROJECT AREA PLAN 11X17 SCALE: 1• - 6'-O" 22X34 SCALE: 1" = 3.-0" 1 , e O 5 1 O • �►, fli • ~ / A �!! , PARTS: • .00. l © Item QTY PN Description Q1 1 602355-6 Adoptor, Pole, Lower• � © 1 601542-2 Bracket, Downtilt, Pole 111— M M E e 'X¢ © © 1 601543-1 Bracket, Downtilt, Antenna \� ` a ,1 o 4 571000HH2432SFP 1/2 X 1 Hex Head Bolt 1 11 p b `, © 4 572000S15SFP 1/2 Split Washer 31" yu� 8 0 2 _ 571000HH2032SFP 5/16 X 1 Hex Head Bolt i `g ca 2 572000513SFP 5/16 Split Washer i 3 lea NOTES Is 8 g 1). INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA e MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. I IN !1.914: SECURE USING 1/2 INCH HARDWARE PROVIDED. = - ❑ ❑ — �4`� 2). TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES TWIN AWS WITH AISG U � „Ii ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH MANUFACTURER ID I MATERIAL NUMBER o 7.-, n PANEL ANTENNA (TYP.) HARDWARE PROVIDED. ANDREW ETW200VS12UB 1 E15S08P80 . ii. 3 THE NUMBER OF CONNECTORS WILL VARY BASED ON p r v: LENGTH WIDTH DEPTH WEIGHT 9�, 11 A �r ANTENNA TYPE. 6.3" I 7.7" , 3.1" 11 lbs 1" vi �1� PIPE MOUNT (TYP.) co v e fe VALMONT MICROFLECT PART #81001 OR a l'i ®� 0 APPROVED EQUAL Yy8 1 CCM . ANTENNA CONNECTION DETAIL SCALE: NTS 1 TMA DETAILS SCALE: NTS 2 • 6' 4> 0 „.4 ..i c N i51..; 419 <>11/ 0 ■ QQ � N y ■ §oa t\ 1'I 1 0o ..rte • �j ■ MANUFACTURER MODEL NUMBER MOUNTING BRACKET (I II '^ ANDREW HBX-03319DS—VTM _ INCLUDED II it ,- DATE Esc ;' u/m/io ax T JCt waver LENGTH WIDTH DEPTH WEIGHT ,i is/HO cc.ei UCTION e. InML _ 57.5" 10.6" 5.2" 28 lbs I II ,n,/n aa6iwx mH aWTR. NOTE: LENGTH INCLUDES ACTUATORS PR - - N - - LI- SHEET TITLE ELECTRICAL DETAILS SHEET NUMMI E-1 NOT IN USE 3 NOT IN USE 4 ANTENNA DETAILS SCALE: NTS 5