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AG 20-950 - NEW CINGULAR WIRELESS PCS, LLC RETURN TO: PW ADMIN EXT: 2700 ID#: 4039-B CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS/Streets 2. ORIGINATING STAFF PERSW. Desiree' Winkler EXT: 2711 3. DATE REQ.By,--,,. 3. TYPE OF DOCUMENT(CHECK ONE): 13 CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) [3 PUBLIC WORKS CONTRACT [3 SMALL OR LIMITED PUBLIC WORKS CONTRACT [3 PROFESSIONAL SERVICE AGREEMENT [3 MAINTENANCE AGREEMENT c3 GOODS AND SERVICE AGREEMENT c3 HUMAN SERVICES/CDBG [3 REAL ESTATE DOCUMENT [3 SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) 0 ORDINANCE [3 RESOLUTION EI CONTRACT AMENDMENT(AG#):20-950 [3 INTERLOCAL 0 OTHER Addendum #2 4. PROJECT NAmL�: Master Lease - Small Wireless Addendum 5. NAME OF CONTRACTOR: New Cingular Wireless PCS, LLC ADDRESS. TELEPHONE: E-MAIL: FAX: SIGNATURE TH"LE: 6. EXHIBITS AND ATTACHMENTS:[3 SCOPE,WORK OR SERVICES [3 COMPENSATION [3 INSURANCE REQUIREMENTS/CERTIFICATE [3 ALL OTHER REFERENCED EXHIBITS [3 PROOF OF AUTHORITY TO SIGN [3 REQUIRED LICENSES 0 PRIOR CONTRACT/AMENDMENTS CFW LICENSE BL,EXP. 12/3 1 UBI# EXP. 7. TERM: COMMENCEMENT DATE: 11/19/20 COMPLETION DATE'._jQyr�from commencement date S. TOTAL COMPENSATION: ..................... (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: 13 YES 13 No IF YES,MAXIMUM DOLLAR AMOUNT: $ - IS SALES TAX OWED: 13 YES 13 NO IF YES,$___ PAID BY: 0 CONTRACTOR 0 CITY RETAINAGE: RETAINAGE AMOUNT, -. .....-Fi RETAINAGE AGREEMENT(SEE CONTRACT) OR o RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To: They pay us. 9. DOCUMENT/CONTRACT REVIEW INITIAL/DATE RFviEWED INITIAL DATE APPROVED o PROJECT MANAGER Ei DIVISION MANAGER A DEPUTY DIRECTOR DSW 12Jl&21 A DIRECTOR EJW 12/16/2021 Ei RISK MANAGEMENT (IF APPLICABLE) A LAW DEPT no law review prior to execution 10. COUNCIL APPROVAL(IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: ................ COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING Ei SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS • CREATE ELECTRONIC REMINDERINOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNEF.) • FINANCE DEPARTMENT • LAW DEPT I SIGNATORY(MAYOR OR DIRECTOR) DSW for EJ Walsh 11/23/21 V J o Assi(i'm:i)AG 9 AG# -,Q4,950B El SIGNED Copy RETURNED DATE SENT: COMMENTS: EN'i-'cuj GIB-­ ONGINALIS ....... .... 1/2020 ,)X2 AT&T Site[D:(CRAN_RWOR_WATCM_088/SCIP ID#26973-88-A) AT&T Site Name:CRAN RWOR_WATCM_088 FA Location: 14848716 Pole/Tag Number: N/A City of Federal Way Site Lease Addendum Company shall apply to the City for approval of this Site Lease Addendum by filling out the below form and submitting the form to the City for approval with the applicable Administrative Fee_ For each Small Wireless Facility, the Company shall fill out a Site Lease Addendum. This Site Lease Addendum("Addendum"),made this 23 day of ' � ,,20 Z (the"Site Lease Addendum Effective Date")between the City of Federal Way,hereinafter designated the"City"and New Cingular Wireless PCS,LLC,with its principal offices at 1025 Lenox Park Blvd NE,3rd Floor, Atlanta,GA 30319,hereinafter designated"Company": 1. Addendum. This is a Site Lease Addendum as referenced in that certain Master Lease Agreement between The City and Company dated November 19,2020("Agreement"). All of the terms and conditions of the Agreement are incorporated hereby by reference and made a part hereof without the necessity of repeating or attaching the Agreement. In the event of a contradiction, modification or inconsistency between the terms of the Agreement and this Addendum, the terms of this Addendum shall govern. Capitalized terms used in this Addendum shall have the same meaning described for them in the Agreement unless otherwise indicated herein. 2. Prgj O' o ,,gluon• Attachment 1 identifies the physical location of the City Poles on which the Site Equipment shall be attached. 3. i''rr . Attachment 2 identifies the Site Equipment to be installed on the City Poles, including photo simulations of such Site Equipment attached to the City Poles and a load bearing study. The photo simulations shall include photos indicating the existing City Pole without the Site Equipment and with the proposed Site Equipment attached. If there are any accessory components,for example conduit holding backhaul or electrical,such accessory components shall be depicted in the photo simulations. 4. lsisti�.-,jo� ReporL. Company has commissioned a NIER Report for the City Poles. Such report is attached hereto in Attachment 3. 5. Back-haul. Backhaul services shall be provided to the Site Equipment as follows: underground fiber ❑aboveground fiber 0 microwave [-J'other,-__�_,,,, and from the following entity: _TBD—...... . �.T . Access to the backhaul system shall be separate from the City's communication and electrical conveyance system. The Company,or its third party contractor,is responsible for the placement and installation of any junction boxes. 6. Term- The term of this Addendum shall run concurrently with the Agreement and shall terminate upon the Agreement termination unless earlier terminated by a party consistent with the Agreement. 7. Commencement Date. The Company shall notify the City upon the installation of its Site Equipment on the City Pole. 8. Fees. The Rent and Administrative Fee for the Site Equipment installed pursuant to this Addendum shall be in accordance with Section 6 of the Agreement. 9. �.�,oa.jnigi zart�. This Site Lease Addendum may be signed in counterparts, each of which shall be AT&T Site ID:(CRAN_RWOR_WATCM-088/SCIP ID#26973-88-A)N AT&T Site Name:CRA _RWOR_WATCM_088 FA Location: 14848716 Pole/Tag Number: N/A deemed an original,but all of which will constitute one and the same document. 10. Authqdty. Each individual executing this Site Lease Addendum represents and warrants that such individual is duly authorized to execute and delivery this Site Lease Addendum on behalf of the party it represents. 11. 11.11. Carrier. The following third-party wireless carrier's equipment will be located on this City Pole: or / same as Company. 12. &cnarwled�rnent. Company acknowledges that(i) this Site Lease Addendum is only effective upon the signatures of both parties and(ii)Company shall not have the right to install its Site Equipment on the City Poles until it has received Government Approvals and complied with the requirements (including any insurance or bonding requirements)of such Government Approvals. EXECUTED to be effective as of the Site Lease Addendum Effective Date. CITY OF FEDERAL WAY: NEW CINGULAR WIRELESS PCS,LLC By:AT&T Mobility Corporation Its:Manager n .. ..._.. By. By Nam e: 0--i—e warttYp­ Name: Wayne Wooten Title: W''"a.A:n xc: W^Wo_r"l ik W i E;¢L-or Title: Director Exhibits: Attachment 1—Physical Location of City Poles Attachment 2—Photo Simulations,Description of Site Equipment and Load Bearing Study Attachment 3—RF and EMF Emissions Report 1A SURVEY CERTIFICATION piIle Jam, yy p� VIs v 4 FEDERAL 3 1 n il �. , ^� a 9 k- 8� � y TraiL ,. SITE 9 Huh r to P a V GEOGRAPHIC COORDINATES LATITUDE: 47'18'58,05" N (47.31612) (INAC1 83) 122 392.68) (NAD 83) 2.2"23'33,64"° W _' LONGITUDE: 1 � .....ROUND ELEVATION., 230 18 F ICI_"'T (INAVD 88) HEIGHT: TOP OF POLE: 3,5.52 FEE 1" (AGV_) 4_0 @ TOP OF LIGHT: 21.27 FEET (ACL) DATE OF SURVEY. APRIV.... 2, 2.020 2000 0 1000 2000 4000 q E.. 8I FE NAME: 2.6973 .088 SCIP ID : 26973... 088 � INCH — 000 F 2 .a181,- 4.f..W.V� AVE SWEET F6 DERAY.... WAY, WA 98023 ACC`CIPAIL f'O � IRIIN. I-1 �aa"1�'�lmWl�ilrif ',71 w�"H I �W'��11YSITE I t�;W-IP I IFY THAT THE I..ATITl. D AND THE L 1 �0� �� f ARE f I &:'VATION IS ACC IJIRAI CO.. W11HIN19G13 FEE f V k�.TI� ;;�Lr,�'ul IfCW 9 b� 1A ` IANOAW��F.7S AS L.)BII�VNIED ON llilf FAA ASAC INFOIIFINAYION SHEET 01:C:f.7�03. /}[T"�VI�r I�-9O�VRCh�f��IWAl Ah�6�DV�I�AN ITA�Y�W.1UM 0W7V��Pl....g1C,)83O(NPDWNA��)S)AN10 ARE AI�,� �N� W I._r�4'V�...�➢ �e..l Vl�E PVV�N�X ��._....�' U y AN./ �..�.AE'X J'�.w✓W��S,,,@o�..� ( 19 ). ugV...d �✓'��i,�V��i�� h& y EXPRESSED A8 V.)f C"F�� .a ( )'� � 0 W1IC;A1..... 1W1r NEAW F81 V...WC.11N1..1W W O..I.N. . OF A SECOND.. . WW....WE E TtiCAV_ P..C)ACCa� � � � w � � 68W..F� VATION �"�)��:"{ ) IS IN FERMS OF IHE NORTH AMERIC.AN V 10ATi)M OF 198 (NAVI7 88). —.m� .��._—..�... �. ... 04/08/2020 Date; Proj No 20I0... fl54.....14 W C E. . . SHEET Prepared. ma10 �,a VUor id .u:eanro 1 OF 1 345 32 nr�V; a"�d�:,corn Checked: A.J.P. ��a ;���.,....��z� SLIP ID#: 2 69 73--088 NAD 83 I_AT -- 47°1 d`,3&05" 11 " (47.31 C12) LONG -- 122'23'3164" W (--122.39268) ELEV == 2750.18' NAVID 88 ° C N 0 ER OF SUBJEC"I". �� �..:: n ....: F'()L arf. D TAWI... 0�6. 273 , 75 TO Q,L PARF;E 1121039054 ° ... ° I N k 1 g I r K„P - L) " L23t. ° C° c.a cur,I NOT TO SCALE f .w� 42'TO CL 84'TO R.O.W... _mF f _� ....._ LE III II" D. 1 PDNER J4UNC.R pON BOX '➢: L0-ff...NAIMP POSN 0p74 IS q y� r ON GV.» u)r+tifF�� AND 190>r A �DO4dR�f [�OfY ILIIWIr:a SHOWNIwl�lE nklPlf��e4r 411 � � BASED ARY SURVEY Date: 04 ^r4'0P,/20 0 SHEET za2 ® Proj No: 154--14 1 OF 1 Prepared: E.C.W. 48rH Sy i i ;rPO' r°P61 SUM, W � www.*fIarrds.carovrp 26973-088 Fil LAP11. OR 97225 unu oftflondu�.�c¢rry Scale: i"=�o� 503--345-0328 I _ Y ol CR rD O g p 0.8 T ' t rJ "w..` 'r.» x�'a ,: ..............._. d^ 9 Ia ;+ d c; mM a "i a " v m y y 1 W� 4 I , ww� nry�rkr iM791,. i v � �n �I ea _a t.� r ca °k:: RETURN TO: PW ADMIN EXT: 2700 ID#: 4039-A CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS/Streets 2. ORIGINATING STAFF PERSON: Desiree' Winkler EXT: 2711 __ 3. DATE REQ. 3. TYPE OF DOCUMENT(CHECK ONE): 13 CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) 0 PUBLIC WORKS CONTRACT [3 SMALL OR LIMITED PUBLIC WORKS CONTRACT [I PROFESSIONAL SERVICE AGREEMENT [3 MAINTENANCE AGREEMENT Ei GOODS AND SERVICE AGREEMENT o HUMAN SERVICES/CDBG [3 REAL ESTATE DOCUMENT [3 SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) [3 ORDINANCE [3 RESOLUTION • CONTRACT AMENDMENT(AG#):20-950 13INTERLOCAL • OTHER Addendum ........... ...... 4. PROJECT NAAIE: master Lease - Small Wireless Addendum 5. NAME OF CO..N'I'[tA(I A`Ok: New Cipq_qlar Wireless PCS, LLC ADDRESS: ...... ....... TELEPHONE:_..... F-MAIL: FAX: SIGNATURE NAN4F:-,, ......... .............­.— TITI.E: 6. EXHIBITS AND ATTACHMENTS:0 SCOPE,WORK OR SERVICES 0 COMPENSATION [3 INSURANCE REQUIREMENTS/CERTIFICATE 13 ALL OTHER REFERENCED EXHIBITS E3 PROOF OF AUTHORITY TO SIGN 0 REQUIRED LICENSES 0 PRIOR CONTRACT/AMENDMENTS CFW LICENSE BI�,EXP. 12/3 1 UBI# EXP. /_/_ 7. TERM: COMMENCEMENT DATE: 11/19/20 COMPLETION DATE: 10 yrs from commenicemlent date 8. TOTAL COMPENSATION:$_"___ ........... .................................. _"1111111­­__ (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: 13 YES 13 NO IF YES,MAXIMUM DOLLAR AMOUNT: $ ............ IS SALES TAX OWED: 13 YES 13 NO IF YES,$ _ ""' PAID BY: 13 CONTRACTOR 13 CITY RETAINAGE: RETAINAGE AMOUNT:— _c')RETAINAGE AGREEMENT(SEE CONTRACT) OR ci RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To: They pay us. 9. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED ITIT� INITIAL DATE APPROVED c PROJECT MANAGER Ei DIVISION MANAGER A DEPUTY DIRECTOR DSW I XM21 A DIRECTOR EJW 12/16/2021 Ei RISK MANAGEMENT (IF APPLICABLE) A LAW DEPT no law review prior to execution-. 10. COUNCIL APPROVAL IF APPLICABLE) SCHEDULED COMMITTEE DATE:—. COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING • SENT TO VENDOR/CONTRACTOR DATE SENT: DATE • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS • CREATE ELECTRONIC REMINDERINOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE S 16 N ED Ei FINANCE DEPARTMENT o LAW DEPT A SIONATORY(MAYOR OR DIRECTOR) DSW for EJ Walsh 9/29/21. Crm,"CLERK ci ASSIGNEL)AG 9 AG# , ) 2 -95.0A El SIGNED COPY RETURNED DATE SENT: COMMENTS: Exi,',cu"'rE,, "ORIGINA[S­717 .... .. ..... A- ........ ........ ............ ................ 1/2020 AT&T Site ID: (CRAN„RWOR WATCM_046/27107-046-A) AT&T Site Name:C RWOR WATCM 046 FA Location: 14847402 � Pole/Tag Number: ]03 City of Federal Way Site Lease Addendum Company shall apply to the City for approval of this Site Lease Addendum by filling out the beloty form and submitting the form to the City for approval with the applicable Administrative Fee. For each Small Wireless Facility, the Company shall frlI out a Site Lease Addendum. This Site Lease Addendum("Addendum"),made this 21 day of 20 2` (the"Site Lease Addendum Effective Date") between the City of Federal Way,hereinafter designated the"City"and New Cingular Wireless PCS,LLC,with its principal offices at 1025 Lenox Park Blvd NE,3rd Floor, Atlanta,GA 30319,hereinafter designated"Company": I. Add", dung. This is a Site Lease Addendum as referenced in that certain Master Lease Agreement between The City and Company dated November 19,2020("Agreement"). All of the terms and conditions of the Agreement are incorporated hereby by reference and made a part hereof without the necessity of repeating or attaching the Agreement. In the event of a contradiction, modification or inconsistency between the terms of the Agreement and this Addendum, the terms of this Addendum shall govern. Capitalized terms used in this Addendum shall have the same meaning described for them in the Agreement unless otherwise indicated herein. 2_ 1tof get Location. Attachment I identifies the physical location of the City Poles on which the Site Equipment shall be attached. 3. ltr n acre`tecl .) ��mal. Attachment 2 identifies the Site Equipment to be installed on the City Poles, including photo simulations of such Site Equipment attached to the City Poles and a load bearing study. The photo simulations shall include photos indicating the existing City Pole without the Site Equipment and with the proposed Site Equipment attached. If there are any accessory components,for example conduit holding backhaul or electrical,such accessory components shall be depicted in the photo simulations. 4. C',r�i : kls pm!Tt. Company has commissioned a NIER Report for the City Poles. Such report is attached hereto in Attachment 3. 5. Baekhatil. Backhaul se)ijiceq illiall be p—ovi;ded to the Site Equipment as follows: N � � _,� tcz���d��r :�t�ut�el t�laer ��ttlm�;a��,t,=Goutmcl l%lme t'tttcl'owave oGlmer�_.....—...�_.._,.�,w.�.�_.._ and from the following entity:_ ...... TBD _. Access to the backhaul system shall be separate from the City's communication and electrical conveyance system. The Company,or its third party contractor,is responsible for the placement and installation of any junction boxes. 6. Term. The term of this Addendum shall run concurrently with the Agreement and shall terminate upon the Agreement termination unless earlier tcrminatcd by a party consistent with the Agreement. 7, �^L)rgi tta a q:fir) M ;. The Company shall notify the City upon the installation of its Site Equipment on the City Pole. 8. Fees, The Rent and Administrative Fee for the Site Equipment installed pursuant to this Addendum shall be in accordance with Section 6 of the Agreement. 9. +C"uymer j;A t a. This Site Lease Addendum may be signed in counterparts,each of which shall be AT&T Site ID:(CRAN_RWOR WATCM 046127107-046-A) AT&T Site Name:CRAN_RWOR_WATCM_046 FA Location: 14847402 Pole/Tag Number. 103 deemed an original,but all of which will constitute one and the same document. 10. Authoraiy.. Each individual executing this Site Lease Addendum represents.and warrants that such individual is duly authorized to execute and delivery this Site Lease Addendumn an,behalf of the party it represents. H. 11.11, Carrier, The following tltird-pail')'wireless carrier's equipment will be located on this City Pole: or Z same as Company.. 12. LaLktj)%vlcd a;ruent. Company acknowledges that (1) this Site Lease Addendum is only effective upon the signatures of both paTties and(ii)Company shall not have the tight to install its Site Equipment: Or, the City Poles until it has received Government Approvals and complied with the requirements (including any insurance or bonding requirements)of such Government Approvals. EXECUTED to be effective as of the Site Lease Addendum Effective Date. CITY OF FEDERAL WAY: NEW CINGULAR WIRELESS PCS,LLC By: AT&T Mobility Corporation Its: Mann,cr. w B L _y...._ - Name W4 h ` '1"tQ.gn_ Title �LL x art_ ? Title, Director .._.— Exhibits Attachment 1 —Physical Location of City Poles Attachment 2—Photo Simulations,Description of Site Equipment and Load Bearing Study Attachment 3—RF and EMF Emissions Report Al,k'I'Site W {(I R,A Nd R t,\,OR t,IvWl CNf 046 .27, 07 04,i!'j A) 16"',�Sits. m e PA J RVY Y�, ,A ".N4 04 6 Locanon 14847402 l,�,fle i ao 1.A TF OF VU A SHI",,JG]0�',I , , : ,"� ('01''I"11,111,11,11"Ill!' OF KIT11,16 11 J hi' recon"i V� no"'k,I tdr Ie(,J )te(me �Ile CM 210 nw tre of: .........................-------— (Legibly Print or Stamp Name ot'Notary) Notary Public in and for the State of*Washi ngton My commission expires: S IATI r t l" ORI, Fh1s bek"q%,", Ille 00 20 1 .............. dic d4, Director f" A F� T )vfoHi�lv of L C, s );� PVJ MUILA-EhA P4 C A )l '40 C, I'M M I S S I C) J�,,J C).9 T)7 1 E otary) PAIV MES VAY 42023 �Le'-iblv PrintI or Stamp Name ol*Notary) Notary Public in and for the State of Oregon commission expires: .5/16/2023 I I"6C we attacht!,d tn. Goa 'a ("Ov tat" Fcdera� Site 2,02 L t,,,cmsistino of 1)18171.1" Attachmebt I physiml Location or, tPoles, �+ r em�a< � � a r O 3 Fj r L Lu Q i 111 MIR ice LD i ry Y o �� JJ •l o R wa f- _i a z Z ®,, _ m. D r � rX U ui ol EA 1 W 4 O y �! OU 1 E¢ / LL <; ? 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A 4 Valmont Industries,Inc. valmontTWest Highway 275 P.O.Box 358 Valley,Nebraska 68064-0358 USA (402)359-2201 A Light&Traffic Structure Proposal for Mastec Federal Way, WA Valmont Order No.: 501189-P2 Prepared By: Isaac Ward Associate Engineer February 3, 2021 Proprietary:Cnt°ornaation Thcsc documents,drawings and/or calculations and all information related to thenn are the exclusive property and the proprietary information of Valmont Industries,Inc.,md are hirnished solely upon the conditions that they will be retained in,strictest,confidence and shall not he duplicated,used or disclosed in whole or in part for any purpose,in any way,without the prior written permission of Valmont Industries,Inc. Valmont Industries,Inc. a vO West Highway 275 M P.O.Box 358 Valley,Nebraska 68064-0358 USA (402)359-2201 Table Of Contents Federal Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) .... I Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) .26 Federal Way/Mastec -35'RTS-12'Davit Arm-5'round base cab(115MPH-A15) .51 Federal Way/Mastec -401RTS-81Davit Arm(115MPH-A15) ............................................76 Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) ..„„„.................................101 Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) .......................................126 Federal Way/Mastec -FOUNDATION BASE REACTIONS (115MPH-A15) .......................151 FoundationDesign........................................................................................................................152 Proprietary Information These documents,drawings and/or calculations and all information related to them are the exclusive property and the proprietary infon-nation of Valmont.Industries,Inc.and are furnished solely upon the conditions that they will be retained in:strictest confidence and shall not be duplicated,used or disclosed in whole or in part for any purpose,in any way,without the prior written permission of Valmont Industries, Inc. ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCODANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-B'Davit Arm-5'round base cab(115MPH-A15) File: P35DAVBA15CBdesignl Folder: 501189 Design Criteria Design Code AASHTO-2015 Fatigue Category N/A Ultimate Wind Speed (mph) 115.0 Truck Gust No Mean Recurrence Interval 1700 Galloping No Service Level Wind Speed (mph) 0.0 Natural Wind Gust No AASHTO Ice Included ? Yes Elevation of Foundation Above Surrounding Terrain (ft) 5.0000 Design Sutj)mary_- Pole Height (ft) Shaft Weight (1 d Line Diameter (in) Top Dia. (in) 35.0000 423 11s00 �-100 Section CharacterisLics Section Shape Round Top Dia. (in) 6.100 Base Diameter (in) llA00 Thickness (in) 0.13450 Length (ft) 35,0000 Weight (1b) 423 Taper (in/ft) 0.14000 Yield Strength (ksi) 55 Material I51.05 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23,4.5B4O SUBJECT: Federal Way/Master -35'RTS-B'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAVBA15CBdesignl Base Plate Shape Round Material 'S70 - A36 Diameter (in) 25.000 Thickness (in) 1.00000 Yield Strength (ksi) 36 Base Weld Type Anchor Bolts Material 5100 - F1554'',, Bolt diameter (in) 0.75 Bolt circle diameter (in) 17.00 Quantity 6 Yield Strength (ksi) 55 Tensile strength (ksi) 92 2 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-51round base cab(115MPH-A15) Folder- 501189 File: P35DAV8A15CBdesignl Design Summary - Luminare Arms Luminaire Arm 1 Style Span Length (ft) 8.000E Orientation (deg) 0.00 Top Member Shape Round, Base O.D. (in) 4.37 Outer End O.D. (in) 2.72 Thickness (in) 1 0.11960 Attachment 28.25 Height (ft) Rise (ft) 6.5000 Slope at Base (de a) 3.00 Centroid Location Iforizonta]. 1.1539 Vertical (ft) 2.6301 Span To Joint (ft) Yield Strength (ksi) 55 Unbent Length (ft) 4.4518 Unbent Length to Joint (ft)l Material.l 5105 - 55 ksi Weight (lb)l 4 These heights are above the pole base plate, Elliptical cross section; first diameter is horizontal. ** Arm orientations are angles from +X axis in X-Y plane. X and Y axles are perpendicular/parallel to sides of pole base plate. See below, *** If arm is attached with a clamp® height and orientation must not be changed from values shown above without consulting Valmont. ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-B'Davit Arm-5'round base cab(115MPH-A15) Folder• 501189 Filer P35DAVBA15CBdesignl Description of EPA Loading Description of Position of Mounting Centroid Distance Weight'Effective Load Load Height Height To (lb) Projected Centroid Area (ft) (ft) From Pole (ft2) (ft) D-2Q2T1890V Pole 35.0000 38.7500 0.0000 1 450 14.90 BDAV Luminaire Arm 28.2500 35.0000 13.0000 75 2.00 1 THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 4 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File. P35DAV8A15CBdesignl RESULTS SUMMARY - Pole Maximum Combined Force Interaction In Each Major Maximum Reactions Applied To Foundation Component Strength I Bending Moment 33,181.18 ft- Pole (At M0 (ft)) 0.07 Torsion lb Luminaire Arm 1 0.17 Shear Force 1,066.44 ft lb Base Plate 0.02 Axial Force 1,064.27 lb Anchor Bolts 0.04 1,643.23 1.b Deflection % (At 35.00 (ft)) 0.337 % Ice Deflection (At 35.00 (ft)) 1.42 in Pole (At 0.00 (ft)) Rotation (At 35.00 (ft)) 0.38 deg Luminaire Arm 1 0.08 Extreme I Base Plate 0.20 Pole (At 0.00 (ft)) 0.61 Anchor Bolts 0.02 Luminaire Arm 1 0.20 Deflection % (At 35.00 0.05 Base Plate 0.28 (ft)) 0.413 % Anchor Bolts 0.69 Deflection (At 35.00 (ft)) 1.73 in Deflection % (At 35.00 (ft)) 4,278 % Rotation (At 35.00 (ft)) 0,47 deg Deflection (At 35.00 (ft)) 17.97 in Rotation (At 35.00 (ft)) 4,49 deg Service I Pole (At 0.00 (ft)) 0.05 Luminaire Arm 1 0.13 Base Plate 0.01 Anchor Bolts 0.03 Deflection % (At 35.00 (ft)) 0.266 % Deflection (At 35.00 (ft)) 1.12 in Rotation (At 35,00 (ft)) 0.30 deg ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSIONa 23.4.58.0 SUBJECT: Federal Way/Master -35°RTS-8'Dawit Arm-51round base cab(115MPH-A15) Folder: 501189 Filet P35DAV8A15CBdesignl Pole Properties Height Diamezer Wall Thk,'Roundness D/t 'B/T MomerltsPlastic Area Radius (ft) (in) (in) Ratio otF Section'(in2) of M IncrLia Modulus Gyration Hn4) (in3) (in) 35.0000 6.10 0.13450 100.0 45.350.00 11.20 4.78 2.52 2.11 32.5000 6.45 0.13450 100.0 47.960.00 13.29 5.36 2.67 2.23 30.0000 6.60 1 0.13450 100.0 50.5610.00 15.62 5.97 '2.82 2.36 28.2500 7.05 0.13450 100.0 52.380.00 17.41 6.42 ',2.92 2.44 25.0000 7.50 0.13450 100.0 55.760.00 21.08 7.29 3.11 2.60 22.5000 7.85 0.13450 100.0 58.360.00 24.23 8.00 3.26 2.73 20.0000 8.20 0.13450 100,0 60.970.00 27.67 8.74 3.41 2.85 L7.5000 8.55 0.13450 100.0 63.570.00 31.44 9.52 3.55 2.97 P7.5000 8.90 0.13450 100.0 66.17'0.00 35.52 10.33 3.70 3.10 9.25 0.13450 100.0 68.77'!0.00 39.95 11.17 3.85 3.22 9.60 0.13450 100.0 71.38i0.00 44.73 12.04 4.00 3.34 9.95 0.13450 100.0 73A80.00 49.88 12.95 4.15 3.47 10.30 0.13450 100.0 76.580.00 55Al 13.89 4.29 3.59 ' 10.65 0.13450 100.0 79.180.00 61.33 14.86 4.44 3.72 0.00001 11.00 Oa13450 100a0 81.780.00 67.66 15.87 4.59 3.84 6 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: iw708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) F.1..le- P35DAV8A15CBdesignl Folder: 501189 Pole: Forces and Moments (Strength I) -own" Section Forces (lb) Moment (ft-lb) Wind Height, Fx Fy I'll F.z Mx My—-7,7Direct 0 t) 35.00 3,740.00 562.49 0,00 14.04 C.00 0.00 28.25 4.7,50.00 798.13 0,001,538,830.001 0.00 0.00 1).200.001,,272.90(,).001,606.500.00 0.00 These are above the pole base plate. These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021, VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-8"Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAV8A15CBdesignl Pole: Resistances (Strength I) Section Comb. Applied Force Factored Resistance Height* Force ' Axial hear Bend. Torsion Axial Shear Bend. Torsion (ft) Inter. (lb) (lb) (ft-lb) (ft-lb) Qr=0,9 �=0a9 (lb) (lb) (ft-lb) (ft-lb) 35.00 0.00 562.49 3.74 14.04 0.00124,736.10,37,420.831B,85B.9219,632.33 28.25 0,07 798.13 4,751,538.83 0.00144,496.03143,348.B124,646.7026,344.94 0,00 0.061,272,90 Oe2q'';L,606,50 0.00 22,403.9063,167.4157,142.0846,430.93. * 11hese heights are above the pole base plate. g ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.5B.0 SUBJECT: Federal Way/Mastec -35'RTS-B'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 Filed P35DAV8A15CBdesignl Baseplate Analysis (Strength I) - polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces- 968 lb 590 lb Bolt--To-Bend Line Moment Arm 2.353 in 1.244 in Width of Bending Section 22.468 in Applied Bending Moment 250.99 ft-lb Factored Sending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Strength I) -- Pole]- Pole Critical Comb. AppAied StresW'act red Resistance Wind Force (p s i) Cp i) Direct.* Enter. Axial SI)ear, � Fint Fv (deg) I 0.00 0.04 12,191.4410.00 1 51,75E.�0027,6�00-00 Per AISC Design Guide 1 These are directions toward which the wind is flowing ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAVBA15CBdesignl Pole Deflection Information: (Strength I) Critical Wind Direction: 0.00 Height IX-De£l, Y-Defl,Deflection Angle - X 1)ef7..ection Angle - Y (ft) (in) (in) (deg) (deg) 35.00001 1.42 0,00 0.38 0.00 32.5000 1.22 0.00 0.38 0.00 30.0000 1.02 0.00 0.38 0,00 28a2500 0.88 0.00 0,38 0.00 125.0000 0.65 0.00 0.30 0.00 22.5000 0.50 0.00 0.25 0.00 20.0000 0.38 0.00 0.21 0.00 17.50001 0.28 0.00 0.17 0.00 L5.0000 0.20 0.00 0.14 0.00 12.5000 0.13 0.00 0.11 0.00 10A 000 0.08 0.00 0.08 0.00 7.5000 0.04 0.00 0.06 0.00 5.0000 0.02 0.00 0.04 0.00 2.5000 0.00 0.00 0.02 0.00 o.0000 o.00 o.00 0.00 0.00 10 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-AI5) Folder: 501189 File: P35DAVBA15CBdesignl Pole: Wind and Weight Force Data (Extreme I) Elevation Centroid Ecc. From 5ecticn se�cti Kz Kd W i nd, Wind at Top of Above Pole Ce"terlI.nePzajected Draq'l� Pry s s u re Force Section Base, Ift) Area Coeff. (lb) (ft) (ft) (ft2) ATTCHMT. 1 38.7500 0.0000 14.90 1.00 1.03 0.851 34.71 517 ATTCHM'T. 2 35.0000. 13.0000 2,00 1.00 1.03.0.85 34.04 68 35.0000 33.7384 0.0000 1.31 O,84 1.000.85 33.84 37 32.5000 31.2390 0.0000 1.38 0.78 0.9910.85 33.37 36 30.11�j 0 C9 29.1198 0.0000 1.01 0.-74 0.970.85 32.95, 25 28.7,500 26.6081 0.0000 1.97 0.690.95 0-85 32.42 44 25.0000 23.7405 0.0000 1.601 0,650.930.85 31.78 33 22.5000 21.2409 0.0000 1.67 0.610.91 0.85 31.18 32 2()„0500 18.74131 0.0000 1.74 0.580.890.85 30.53 331 17.5000 16.24161 0.0000 1.82 0 5 5 0.8 6 0.85 29.82 301 15.0000 13.7420 0.0000 1.89 04220.860.85 29.04 29 12.5000 11.2423 0.0000 1.96 0.490.860.85 28.18 27 10a0000 8.7425 0.0000 2.04 0.4'10.860.85 28.09 2-1 7.5000 6.2428 0.0000 2.111 C 28.091 27 5.0000 3.7430 0,0000 2.18 Oa450.860.851 28.09 28 2.5000 1.2433 0.00001 2.261 0.4 510.8 610.8 51 28.091 2.9 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Play/Mastec -35®RTS-8°Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV8Al5CBdesignl Pole. Forces and Moments (Extreme I) Section Forces U_bl Moment (ft-lb) Wind deight* Fx Fy Fz Mx My Mx Direct** (ft) (deg) 35.00 5.76 553.62 453.89 -2,078.46 21.62 0.00 90.00 28.25 7.29 774.83 660.39 -6,791.80 1,312,411,065.71 90.00 0.00 0.211,067.72'1,136.32-33,151.781,396.791,066.26 90.00 * These heights are above the pole base plate. ** These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 12 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAVBA15CBdesignl Pole: Resistances (Extreme I) Sectiori Comb. ATpp:V.ied Force Factored Resistance H,(,-,,I gh t" Force Axial 11 Shear Bend. Torsion Axial I Shear Bend.. Torsion (ft) Inter. (lb) (lb) (ft-lb) (ft-lb) �=O.q �=O.g 0=0.9 �=0.95 (lb) (lb) (ft-lb) (ft-lb) 35.00 0.11 453.89 553.64 2,078.57 0.00 124,736.10137,420.83 18,858.92 19,632.33 1 28.251 0.28 660.39 774.87 6,917.44 1, 'Z6.70 26,344.94 0.00 81.19,tl,06.6.26 22,403.90163,167.4l,I57,142-08,46,430...93] These heights are above the pole base plate. 13 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASUTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BYz IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV8A15CBdesj.qnl Baseplate Analysis (Extreme I) - Polel - Pole Combined Force Interaction 0.28 Critical Wind Direction 0.00 deg Alignment of Bend Line 90.00 deg Bolt Forces: 14,029 lb 13,372 lb Bolt-To-Bend Line Moment Arm 1.861 in 1.861 in Width of Bending Section 22.468 in Applied Bending Moment 4,249.98 ft-lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Extreme I) - Polel - Pole Critical Comb. Applied Stress Factored Resistance Wind Force (psi) (psi) Direct.* Enter. Axial Shear FInt Fv (deg) 0.00 0.6937,235.19612.23 51,750.00127,600.00 * Per AISC Design Guide I * These are directions toward which the wind is flowing 14 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8°Davit Arm-5°round base cab(115MPH-A15) Folders 501189 File: P35DAV8A15CBdesignl Pole Deflection Information: (Extreme I) Critical Wind Direction: 90.00 Height X-Defl,Y-Defl.. Deflection Angle - X'Deflection Angle - Y' (ft) (in) (irk) (deg) (deg} 35.0000 1.20 17.93 0.33 -4.48 32.5000 1.03 15.62 0.33 -.4.31 30.0000 0.87 13.42 0.33 -4.10 28.2500 0.75 11.94 Oa33 -3.94 25.00001 0.55 9.39 0.26 -3.55 22.50001 0.43 7.62 0.22 -3a22 20.0000 0.33 6.02 0.18 -2.88 17.5000 0.24 4.60 0.15 -2.52 15.0000 0.17 3.38 0.12 -2.16 12.5000 0.11 2.34 0.10 1.80 10.0000', 0.07 1.49 0.07 -1.43 7.5000 0.04 0.84 0.05 -1.07 5.0000 0.02 0.37 0.03 -0.71 2a5000 0.00 0.09 0.02 -0.35 0.0000 0.00 0.00 1 0a00 0,00 15 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: iw708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-8'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File. P35DAV8A15CBdesignl Pole: Wind and Weight Force Data (Service I) Elevation CenLroid Ecc, From Section seztlon K7Kd Wind Wind at Top of Above Pole CenterlineProjecttl(i Dfag P e 8:s ij r.e Fa c c Fal Section Hale (ft) Area Coefl- (psf) (.1b) (ft) (fL) (ft2) ATTCHMT.I'll,1 38.7500 0..0000 14..90 1.00 1.03 0.85 0.00 0 ATTCHMT. 2 35.0000. 13.0000 2.00 1.001.010.851 0.00 0 35.0000 33.73841 0.0000 1.31 1.101.00 0.851 0.00 01 32.5000 31.23901 0.000 11 0 1.38 1.100.990.85 0.00 0 30.0600 29.11981 0.0000 1.01 1.1()0.9T 0.85 0.00 0 28.2500 26.60811 0.0000 1.97 1.10 0.95 0.85 0.00 25.0000 23.7405 0.0000 1.60 1.10 0.93 0.85 0.00 0 22.5000 21.2409 0.0000 1.67 1.10 0.91 0.85 0.00 0 20.0000 18.7413 0.0000 1.74 1.100.890.85 0.001 0 17.5000 16,2416 0.0000 1.82 1:.L2 .860.85 0.00 0 15.0000 13.7420 0.0000 1.89 1.100.860.85 0.0 1 0 0 12.5000 11.2423 0.0000 1.96 1.10 0.86 0.85 0.00 Q 10.00001 8.7425L. 0.0000 2.04 1.100.860.85 0.00 Cl 7.56601 6.24281 0.0000 2.11. 1,100.860.85 0.00 0 5.0000 3e7430 0.00001 2.18 1.100.860.85 0.00 0 2.51,100,86D.85 1-10 16 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) File: 235DAVBA15CBdesignl Folder: 501189 Pole: Forces and Moments (Service I) e c—tL o n Forces (lb) Moment (ft-lb) Wind Knight" Fx Fy Fz Mx My MZ (rt� I — 35.00 2.36 0.00; 449.99 O 00 8.86 0,00 0-00 28.25 3.000A0 638.51 0,001,221,890.00 0.00 1: 0.00 10.120 001,018.3','!0,001,264.5-1 .00 L 0.00 —1 These heighLs are above the pole base plate. These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane, 17 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION° 23.4.58.0 SUBJECT: Federal Way/Mastec -35°RTS-8°Davit Arm-51round base cab(115MPH-A15) Folders 501189 File: P35DAV8A15CBdesignl Pole: Resistances (Service I) Sectioi'i Comb. Applied Force Factored Resistance Height'' Force Axial Shear Bend. Torsion'' Axial Shear Bend. Torsion (ft) Tnter. (lb) (lb) (£t-lb) (ft-lb) 0=0.9 $=0.9 0=0.9 0=0.95 (lb) (lb) (ft-lb) (ft-lb) 35.00 0.00 449.99 2.36 8.86 0.00124,736.1037,420.83,18,858.9219,632.33 28.25 0.05 638.51 3.00;1,221.89 0.00144,496.0343.....348.8124,646.7026,344.94 0.00 0.09L,018.32 0,121,264.55 0.00 22,403.9063,167.41i57,142.0846,430.93 * These heLgkrts are above the pole base plate„ 18 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAV8A15CBdesignl Baseplate Analysis (Service I) - Polel - Pole Combined Force Interaction 0.01 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces: 765 lb 467 lb Bol-t--To--Bend Line Moment Arm 2.353 in 1-244 in Width of Bending Section 22.468 in Applied Bending Moment 198.39 ft--lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Service I) - Polel - Pole Critical Comb. Appl-Jed Stress Factored. Resistance Wind Force (p"i ) (psi Direct.* Enter. Axial IShea r 0 FInt Fv (deg) -60 0.00 0.03 1 1,731.18 0. )]51,750.00 1 27,600.00 • Per AISC Design Guide I • These are directions toward which the wind is flowing 19 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -351RTS-B'Davit Arm-51round base cab(115MPH-A15) File: P35DAV8Al5CPdesignl Folder: 501189 Pole Deflection Information: (Service I) Critical Wind Direction: 0.00 Hei gh,t X-Defl.Y-Defl.Deflection Angle - X Deflection Angle - Y (:5t) (in) (in) (deg) (deg) 35.0000' 1.12 0.00 0.30 0.00 32.5000 0.96 0.00 0.30 0.00 30.0000 0.80 0.00 0.30 0.00 28.2500 0.69 0.00 0.30 0.00 25.0000 0.51 0.00 0.24 0.00 22.5000' 0.40 0.00 0.20 0,00 20A000 0.30 0.00 0.17 0.00 17.5000 0.22 0.00 0.14 0.00 15.0000 0.16 0.00 0.11 0.00 12.5000' 0.10 0.00 0.09 0.00 10.0000' 0.06 0.00 0.07 0.00 7.5000 0.03 0.00 0.05 0.00 5.0000 0.01 0.00 0.03 0.00 2.5000 0.00 0.00 0.01 0.00 0.0000 , 0.00 0.00 0.00 0.00 20 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-51round base cab(115MPH-A15) File: P35DAV8A15CBdesignl Folder: 501189 Pole: Wind and Weight Force Data (Ice) Elevation Centroi,d Ecc. From Section Sectiori Kz Kd Wind Wind at Top of Above Pole Centerlj.nk--Projec,ted Drag Prey u x e Force Section Base (ft) Ar,ea Coeff. (psf) (lb) (ft) (ft) (f�'2) ATTCRMT. 1 38.7500 0.0000 14.90 1.00 1.03 0.85 0.00 a A,TTCHMT. 2 35.0000. 13.0000 2.00 1.001.010.85 0.00 a 35.0600 93,7384 0.0000 1.31 1.101.000.85 1 0.00 0 32.5000 31.2390 0.0000 1.38 1.100.990.85 0.00 0 30.0000 29.1198 0.0000 1.01 1.100.9T0.85 0,00 0 28.2500 26.6081 0.0000 1.97 '1, �to 0.95 0.85 0.00 0 25.0000 23.7405 0.0000 1.60 1.1010.930.85 0.00 0 0.91 22.50.00 1 21.2409 0.0000 1.67 1.1 o 0 1.85 0.00 0 20.0000 18.7413 0....0000 1.74 1.100.890.85 0.00 0 17.5000 16.2416 0.0000 1.82 1.10 0.86i 0.85 0.00 0 '8 0.86 0.85 15.0000 13.7420 0.0000 1.89 1.LG- 0.00 0 12.5000 11.2423 0.0000 1.96 1.10 0.86 0.85 0.00 0 10.0000 8.7425 0.0000 2.04 1.10 0.860.85 0.00 a 50-0 6.24281 0.0000 2.11, 1.10 EO.86 0.851 0.00 a 00 3,'/4 30, 0.0000 2.19 1.1 0 000 1.24331 0.0000 1:10 21 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-B'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV8A15CBdesignl Pole: Forces and Moments (Ice) Sect'j"on Forces (lb) Moment (ft 1b) W]nd Heights Fx Fy Fz Mx My Mz D,,i,rect* 35.00 5.630.00 691.66 0.00 21.14 0.00 0.00 28.25 1.250.00 997.21 0.0()1,867.280.00 0.00 0.00 0.3LO.00.1.,643.230,n�01,972.05 G00 0.00 These hit its are above the pole base plate. These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 22 ANALYSIS OF' VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Clay/Mastec -35'RTS-8'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV8A15CBdesignl Pole: Resistances (Ice) Sec4-ion Comb, Applied Force Factored Resistance Heeir�ht:* Force Axial Sheax Bend, Torsion Axial Shear Bend. Torsion (ft) Inter.'I (lb) (lb) (ft-lb) (ft-lb) , �=0,9 p=0,9 �=0.9 (lb) (lb) (ft-lb) (ft-lb) 35.00 0.00 691.66 5.63 21.14 0,00124,736.1037,420.8318,858,9219,632,33 28.25 0.08 997.21I 7.25,1,867.28 0.00144,496.0343,348,8124,646.7026,344,94. o.bol 0,071,643.23 0,37.1,972.05 0,00 22,403,9063,167,4157,142,0846,430,93, These heights are above the pole base plate. 23 4) ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-8'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV8A1.5CBdesignl Baseplate Analysis (Ice) - Polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces: 1,202 lb 738 lb Bolt-To-Bend Line Moment Arm 2.353 in 1.244 in Width of Bending Section 22.468 in Applied Bending Moment 312.13 ft-lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Ice) - Polel - Pole Critical Comb, Applied Stress Factored Resistance Wind Force (psl) (psi Dlrect.�Inter, Axial Shear F nt Fv C de q) I 0.00 0.05 2,720.53 0.00 51,750.00 27,600.00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing 24 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35®RTS-8°Davit Arm-5°round base cab(115MPH-A15) File: P35DAV8A15CBdesignl Folder: 501189 Pole Deflection Information: (Ice) Critical Wind Direction: 0.00 L-Ieight K-Defl.-. Defl. Deflection Angle - Deflection Angle - Y (ft) (.:d...n) (in) (de.) (deg) 35.00001 1.73 0.00 0.47 0.00 32.5000 1.49 0.00 0.47 0.00 30.0000 1.25 0.00 0.46 0.00 28.2500 1.08 0.00 0.46 0.00 25a0000 0.79 0.00 0.37 0.00 22.5000' 0.62 0.00 0a31 0.00 20.0000, 0.47 0.00 0.26 0.00 17.5000 0.34 0.00 0.21 0.00 15.0000 0.24 0.00 0.17 0.00 12.5000 0.16 0.00 0.13 0.00 10.0000 0.10 0.00 0.10 0.00 7.5000 0.05 0.00 0.07 0.00 5.0000 0.02 0.00 0.05 0.00 2.5000 0.01 0.00 0.02 0.00 0,0000 0.00 0.00 0.00 0.00 25 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BYd IW708044 02/03/2021 VERSION° 23.4.58.0 SUBJECT° Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Design Criteria Design Code AASHTO-2015 Fatigue Category N/A Ultimate Wind Speed (mph) 115.0 Truck Gust No Mean Recurrence Interval 1700 Galloping No Service Level Wind Speed (mph) 0.0 Natural Wind Gust No AASHTO Ice Included ? Yes Elevation of Foundation Above Surrounding Terrain (ft) 5.0000 Design Summ Pole Height (ft)jS aft Weight (lb Ground Line Diameter (in) Top Dia. (in)l 35.0000 42.3 11.00 6.100 Section Characteristics Section Shape Round Top Dia. (in) 6.100 Base Diameter (in) 11.000 Thickness (in) 0.13450 Length (ft) 35.0000 Weight (lb) 423 TaEer (in/ft) 0.14000 Yield Strength (ksi) 55 Material S105 - A595 26 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35®RTS-10°Davit Arm-5°round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Base Plate Shape Round Material S70 - A36 Diameter (in) 25.000 Thickness (in) 1.00000 Yield Strength (ksi) 36 Base Weld Type Anchor Bolts _ Material 5100 - F1554 Bolt diameter (in) 0.75 Bolt circle diameter (in) , 17.00 Quantity 6 Yield Stren th (ksi) 55 Tensile strength (ksi) 92 27 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-5'round base cab(115MPH-Al5) Folder: 501189 File: P35DAV.1.0A.1..5C3des.i.gn1 Design Summary - Luminare Arms ruminai.re Arm 1 Style Span Length (ft) ' 10.0700 Orientation (deg) 0.00 Top Member Shape Round Base O.D. (in) 4.37 Outer End O.D. (in) 2.68 Thickness (in) 0.11960 Attachment 28.25 Height (ft) Rise (ft)l 6.5000i Slope at Base (deg) ! 3.00 Cent_roid Location Horizontal (ft) 2.3186 Vertical (ft) 2.1567 Span To Joint (.ft) Yield Strength (ksi) 55 Unbent Length (ft) 6.454.5 Unbent Length to Joint (ft) Material 5705 .. 55 ksi Weight (lb) 52 * These heights a:r.-e above the pole base plate. :Elliptical. cross section; first diameter is horizontal-. "* Arm orientations are angles from +X axis in X-Y plane. X and Y ax:ies are perpendicular/parallel to sides of pole base plate. See *** below. *** :If arm is attached with a clamp, height and orientation must riot be changed. From values .shown above without consulting Valmont.. 28 ANALYSIS OF' VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File, P35DAV10A15CBdesignI Description of EPA Loading Description of Position of Mounting Centroid Distance Weight FffecLl.ve Load Load Height Height To (lb) Px,,ojecF.ed Centroid Area (ft) (ft) From Pole MC 2) (ft) D-2Q2T1890V Pole 35.0000 38.7500 0.0000 450 14.90 10DAV Luminaire Arm 28.2500 35-.00001 13,0000 75 2.0 'A THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF' BASE PLATE OR TRANSFORMER BASE. 29 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-AI5) Folder: 501189 File: P35DAV10A15CBdesignl RESULTS SUNZI&RY - Pole Maximum Combined Force Interaction In Each Major Maximum Reactions Applied To Foundation Component Strength I Bending Moment 33,840.24 ft- Pole (At 0.00 (ft)) 0.07 Torsion in Luminaire Arm 1 0.18 Shear Force 1,185.85 ft-lb Base Plate 0.02 Axial Force 1,085.54 lb Anchor Bolts 0.04 1,655.98 lb Deflection % (At 35.00 (ft)) 0.360 Ice Deflection (At 35.00 (ft)) 1.51 in Pole (At 0.00 (ft)) Rotation (At 35.00 (ft)) 0.41 deg Luminaire Arm 1 0.09 Extreme I Base Plate 0.22 Pole (At 0.00 (ft)) 0.62 Anchor Bolts 0.02 Luminaire Arm 1 0.21 Deflection % (At 35.00 0.06 Base Plate 0.29 (ft)) 0.446 % Anchor Bolts 0.70 Deflection (At 35.00 (ft)) 1.87 in Deflection % (At 35.00 (ft)) 4.354 % Rotation (At 35.00 (ft)) 0.50 deg Deflection (At 35.00 (ft)) 18.29 in Rotation (At 35.00 (ft)) 4.56 deg Service I Pole (At 0.00 (ft)) 0.06 Luminaire Arm 1 0.14 Base Plate 0.01 Anchor Bolts 0.04 Deflection % (At 35.00 (ft)) 0.284 % Deflection (At 35.00 (ft)) 1.19 in Rotation (At 35.00 (ft)) 0.32 deg 30 AL`PSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35®RTS-10'Davit Arm-5°round base cab(115MIPH-A15) File: P35DAV10A15CBdesign1 Folder: 501189 Pole Properties Height h amett"r'all Thk.,Roundnessi D/t BIT ',Qmeril:s,Plastic Area 'tttadius (ft) (in) (in) Ratio 0� Section (in2) of M Inert.a Modulus Gyz.'atior] (iPA) (in3) I $,in) 35.0000 6.10 0.13450 100.0 45.350.00 11.20 4.78 2.52 2 M 32.5000 6.45 0.13450 100.0 47.96'0.00 13.29 5.36 2.67 2.23 30.0000 6.80 0.13450 100.0 50.560.00 15.62 5.97 2.62 2.36 28.2500 7.05 0.13450 100.0 52.380.00 17.41 6.42 2.92 2.44 25.0000 7.50 0.13450 100.0 55.760.00 21.08 7.29 3.11 2.60 22.50001 7.85 0.13450 100.0 58.360.00 24.23 8.00 3.26 2.73 20.0000 8.20 0.13450 100.0 60.970.00 27.67 8.74 3.41 2.85 17.5000 8.55 0.13450 100.0 63.570.00 31.44 9.52 3.55 2.97 15,0000 8.90 0.13450 100.0 66.170.00 35.52 10.33 3.70 3.10 12.5000 9.25 0.13450 100.0 68.77tD.00 39.95 11.17 3.85 3.22 10.0000 9.60 0.13450 100A 71.380.00 44.73 12.04 ',4.00 3.34 7.5000 9.95 0.13450 100.0 73.980.00 49.88 12.95 4.15 3.47 5.0000 10.30 0.13450 100.0 6.580.001 55.41 13.89 4.29 3.59 2.5000 10.65 0.13450 100.0 79.18'0.00 61.33 14.86 4.44 3.72 0.0000 11,00 0.13450 100.0 81.780.00 67.66 1 15.87 4.59 3.84 31 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) File: P35DAV10A15CL3designl Folders 501189 Pole: Forces and Moments (Strength 1) Section Forces 1'.1b}, Moment Cft-lb) Wanes Height*FFx Fy Fz Mac My Mz Direct" (ft) (delis)35.00 0.00 562.49 0.00 14.98 0.00 0.00 28.25 0.00 807.11 '0.001,641.520.00 0.00 0.00 0,001,281,880,001,714.430.00 0,00 * These heights are above the pole base plate. ** These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 32 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Pole: Resistances (Strength I) Sect on Comb. plied Force Factored Resistance Keight* Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) -inter. (lb) (lb) (ft-lb) (ft-lb) 0=0.9 0=0.9 0=0.9 �=0.95 (lb) (1b) (ft-lb) (ft-lb) 35.00 0.00 562.49 3.99 14.98 0.00 124,736.10 37,420.83,18,858.92 19,632.33 28.25 0.07, 807.11: 5.12 1,641.52 0.0 4 , 6.03 43,348.81 24,646.70 26,344.94 I 0.02L 0.0611,.281.88 0.21 1,714.431 0.00 22,40L.90163,167.4JI57,142-_08 L46, These heights are above the pole base plate, 33 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAVI0A15CBdesignl Baseplate Analysis (Strength I) - Polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces: 1,020 lb 617 lb Bolt-To-Bend Line Moment Arm 2.353 in 1.244 in Width of Bending Section 22.468 in Applied Bending Moment 264.03 ft-lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Strength I) - Polel Pole Critical Comb. Applied StressFactoi-Ld less.T-a Tice Wind Force (psi) Direc 1,-*Inter. Axial Shear ep Vnt Fv (d e q) I 0.00 0.04 2,309.801:0.001 5 1,750-00127,600,00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing 34 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION° 23,4,58,0 SUBJECT: Federal Way/Mastec -35°RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Pole Deflection Information° (Strength I) Critical Wind Directions 0.00 E .-Defl, Y-Defl Deflection gAngle - 2 Deflectiodne Angle - Y(in) (in) (de } ( g) ].,'S1 0.00 0.41 0.00 1.30 0.00 0.41 0.00 1.09 0.00 0.40 0.00 ' 0.94 0.00 0.40 0.00 25.00001 0.69 0.00 0.32 0.00 2L 5000 0.54 0.00 0.27 0.00 20.0000 0.41 0.00 0.23 0.00 L7.5000 0.30 0.00 0.19 0.00 L5A 000 0.21 0.00 0.15 0.00 L2,5000 0.14 0.00 0.12 0.00 LO.0000 0.09 0.00 0.09 0.00 E5O00 0.05 0.00 0.06 0.00 0.02 0.00 0.04 0.00 0.00 0.00 0.02 0.00 0,00 0.00 0.00 0.00 35 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021. VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAVI0A15CBdesignl Pole: Wind and Weight Force Data (Extreme I) Elevation "en 7road-Ecc. From Section Section Kz Kd I Wn WLnd at Top of Ab�we Poe Center]jrePrulecl',ed e,Drag Pressur Force, Section Base 1 (ft) Area Coeff, (psf) (1b) (f-t) (f") - (f12) ATTCHDIT. 1 38.7500 0.0000 14.90 1,001.030.85 34.71 511 ?kTTCHMT, 11 21 35.0000 13.0000 2.00 1.001.010.85 34.05 68 35.0000 33.7384 0.0000 1.31 0.84 1.0010.85 33.84 371 32.5000 31.2390 0.0000 1.38 0.780.990.85 33.37 361 30.0000 29,1198 0,0000 1.01 D 4 0.97 0.85 32.95 25, 28.2500 26.6081 0.0000 1.97 0.690.950.85 32.42 44 25.0000 23.7405 0.0000 1.60 0.650.936.65 31.78 33 22.5000 21,2409 0.0000 1.67 0.610.9lO.85 31.28 32 8 1 20.0000 18.741.3 MOOG 1.74 7.5 8 7.8 9 0.8 5 30.53 31 0 17.5000 16.2416 0.0000 1,82 0.550.860.85 29.82 30, 15.0000 13.7420 0.0000 1.89 0.520.860.85 29.04 2 12.5000 11.2423. 0.0000. 1.96 t7.490.860.85 28.18 27 10.0000 8.7425 0.0000 2 04 0.471).86 0.851 28-09 2T 7.5000 6.2428 0.0000 2.11 0.457.86 -85 28.09 27. ..... -- 5.0000 3.7430 0.0000 2.18 0.450.860.B51 28.09 28 2.5000, 1.2433 0.0000 2.26 0 36 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Delay/Mastec -35`RTS-10°Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Pole: Forces and Moments (Extreme I) ,cc,t.yoT Forces (lb) Moment (ft-lb) Wind Hegel°tt"* Fx Fy Fr MX My Mz Direct** (il ) (deg) 35.00 6.28 554.14 453.24 1-2,080.43 23.57 0.00 90.00 28.25 8.11, 797.35 666.09 -6,823.66 1,397.0811,185.06 90.00 0.00 0.231,089.091,144.43-33,807.421,490.241,185.66 90.00 t")ose heights are above the pole base plate. ** These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 37 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAVI0A15CBdesignl Pole: Resistances (Extreme 1) SetcL,uon Comb. Applied Force Factored Resistance Heiqfitl Force Axial Shear I Bend. Torsion Axial Shear Bend. Torsion (f t) Tnter. (lb) (lb) (ft-lb) (ft-lb) (lb) (lb) (ft-lb) (ft-lb) 35.00 0.11 453.24 554.18 2,080.57 0.00 124,736.10 37,420.B3 18,858.92 19,632.33 28.25 0.28,1 666.09 797.39 6,965.22 1,185.06 L44,496.03 43,348.8124,646.70 26,344.94 -0 1 _1 57,142.0 8 .00�l,�144�431,089.0933,840.251,185.66 22,4,03.9063,167.4 These heights are above the pole base plate, 38 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW70BO44 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Baseplate Analysis (Extreme I) - Polel - Pole Combined Force Interaction 0.29 Critical Wind Direction 0.00 deg Alignment of Bend Line 90.00 deg Bolt Forces: 14,320 lb 13,619 lb Bolt-To-Bend Line Moment Arm 1.861. in 1.861. in Width of Bending Section 22.468 J.n Applied Bending Moment 4,333.30 ft-lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Extreme I) - Polel - Pole Critical Comb. Applied Stress Factored Resistance Wind Force (psi) (p i) Direct.* Inter, Axial Shear � " t Fv (deg) (Shear — 0.00 1 0.70 37,847.62688.07 51,750.00 00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing 39 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION; 23.4.58.0 SUBJECT; Federal Way/Mastec -35'RTS-10°Davit Arm-5°round base cab(115MPH-A15) Folders 501189 File; P35DAV10A15CBdesignl Pole Deflection Informations (Extreme I) " Critical Wind Direction: 90.00 Height X-Defl. -Defl„ Deflection Angle - XDeflection Angle - Y (ft) (in) (in) (deg) (deg") 35.0000 1.28 18.24 0.36 -4.54 32.5000 1.10 15.90 0,35 -4.38 30.0000 0.92 13.66 0.35 28.2500 0.80 12.17 0.35 -4.00 ;25.0000, 0.59 9.57 0.28 -3.61 22.5000 0.46 7.76 0.24 -3.28 20.0000 0.35 6.14 0.20 -2.93 17.5000 0.26 4.69 0.16 -2.57 L5.0000 0.18 3.44 0.13 -2.20 12.5000 0.12 2.39 0.10 -1.83 10.0000 0.07 1.52 0.08 -1.46 7.5000 0.04 0.85 0.05 -1.09 5.0000 0.02 0.38 0.03 -0.72 2.5000 0.00 0,10 0.02 0.36 o.a000 0,00 0.00 0.00 0.00 40 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION° 23.4.58.0 SUBJECT° Federal Way/Master -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Pole: Wind and Weight Force Data (Service I) Elevation Centroid Ecc. From Section Section Kz Ked W i n J W.T,d at Top oE Abovp- Pole Centerline Pro"_,fec Led Drag PressureVorco Section Base (ft) A r e.,a Coe E f ATTCHMjT. 1 38.7500 0.0000 14.90 1.010 1.03 0.851 0.00 0 ATTCHMT. 2 35.0000. 13.0000 2.00 1A0 1.010.851 0.00 a 35,0000 33.7384 0.0000 1.31 1.lij I.00 0.851 0.00 0,1 32.5000 31.2390 0.0000 1.38 1.10 o.99 b.85J 0.00 0 30.0000 29.1198 0.0000 1.01 L 1, a 0.9 �- OV 0.85 0.00 0 28.2500 26.6081 0.0000 1.97 1.100.950.85 0.00 0 25.0000 23.7405 0.0000 lA0 1.100.930.85 0.00 22.5000. 21.2409. 0.0000 1.67 1.100.91 0.85 0.00 01 20.0000 18.7413 0.0000 1.74 1.100.690.85 0.00 0 17.5000 16.2416 0.0000 1.82 1.10 0.86 0.85 0.00 0 15.0000 13.7420 0.0000 1.89 1.10 0.8 6 0.851 0.00 G 12.5000 11.2423 0.0000 1.96 1.10 0.86 0.851 0.00 10„0000 8.7425 0.0000 2,04 1„100.8 0.85 0.00 0 7.50001 6.2428, 0.0000 2.1,11 1.100.860.85 0.00. 0. 5.00001 3.7430 0.0000 2 1 J8 11.400.860.85 10 0.8 6 0.85 0.001 01 -2 1 1 2,50001 1.2433F 0.0000 2H6 �.10 0.86 0.85 0.00 0 41 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-Al5) Folder: 501189 File: P35DAV10A15CBdesignl Pole: Forces and Moments (Service I) Section Forces (lb) Moment (ft-lb) wind. He.L.ght* Fx Fy Fz Mx My Mz 1"lirect*" (ft) (de ) 35.00 2.520.00 449.99 0.00 9.45 0.00 0.00 28.25 3.230.00 645.69 0,001,303,260.00 0.00 0.00 0.130.001,025.500.001,349.250.00 0.00 * These heig(:Ls are above the pole base Plate. ** These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 42 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAV10AI5CBdesign1 Pole: Resistances (Service 1) Sertion Comb. plied Force Factored Resistance Hei,ght* Force Axial Shear Bend, Torsion Axial Shear Bend. Torsion (ft) �tlter' (lb) (lb) (ft-lb) (ft-lb) (lb) (lb) (ft-lb) (ft-lb) 35.00 0.00, 449.99 2.52 9.45 0.00124,736.1037,420.8318,858.9219,632.33 28.25 0.06 645.69 3 11.23 1,303.26 0.00144,496.0343,348.81.24,646.7026,344.94 0.001 0.0511,025.50 0.13 1,349.2E�0.00 2�2,403.9063,167.4157,142..0.8146, These heights are above than pole base plate, 43 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Baseplate Analysis (Service I) - Polel - Pole Combined Force Interaction 0.01 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces: 806 lb 488 lb Bolt-To-Bend Line Moment Arm 2.353 in 1.244 in Width of Bending Section 22.468 in Applied Bending Moment 208.62 ft-lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Service I) - Polel - Pole Cri�.Ica'I Comb. Applied StressFa,,-,tored Resistance Wind Force ( 1 1.) (psi) Direct.','Inter. Axial. S@)ea nj $ Fv (deg) 0.00 0.04 1,824.0910.0(771,750.00127,61,01,01.0 0.1 • Per RISC Design Guide 1 • These are directions toward which the wind is flowing 44 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Pole Deflection Information: (Service I) Critical Wind Direction: 0.00 Height X-Defl.i'Y-Defl� Deflection Angle - XD rlec:;bon Angle - Y (ft) (in) (in) (deg) (o g) 35.0000 1.19 0.00 0.32 0.00 32.5000 1.02 0.00 0.32 0.00 30.0000 0.86 0.00 0.32 0.00 2B.2500 0.74 0.00 0.32 0.00 25.0000', 0.55 ! 0.00 0.26 0.00 22.5000 0.42 0.00 0.21 0.00 20.0000 0.32 0.00 0.18 0.00 17.5000 0.23 0.00 0.15 0.00 15.0000 0.17 0.00 0.12 0.00 12.50001 0.11 0.00 0.09 0.00 10.0000 0.07 0.00 0.07 0.00 7.5000 0.04 0.00 0.05 0.00 5.0000 0.02 0.00 0.03 0.00 2.5000 0.00 0.00 0.01 0.00 0.0000 0.00 0.00 0.00 0.00 45 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY; IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-I0'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 Filer P35DAV10A15CBdesignl Pole: Wind and Weight Force Data (Ice) Elevation Com tro id Ecc. From Section Secoon' Kz Kd Wind Wind at Top of Abo�j�.k Pole Centerline Projected Drag Pressure Force Section Base (ft) Area Coeff. (psf) (lb) (ft) (St.:) (fIL2) TTCHMT. 1 38.7500 0.0000 14.90 1.00 1.03 0.85 0.00 0 4TTCHMT. 2 35.0000 13.0000 2.00 1.00 L.01 0.85 0.00 0 35.0000 33.7384 0.0000 1.31 1.10 1.000.851 0.00 0 32 5000 31.2390 0.0000 1.38 1.10 0.99 0.85 0.00 0 30.0000 29.1198 0.0000 1.01 1.10 0.97 0.85 0.00 a 28.2500 26.6081 0.0000 1.97 1.100.950.85 0.00 a 25.0000 23.7405 0.0000 1.60 1.ib b.93 0.85 0.00 0 22.5000 21.2409 0.0000 1.67 1.100.910.85 0.00 0 20.0000 18.7413 0.0000 1.74 1.10 0.F9 0.85 0.00 01 17.5000 16.2416 0.0000 1.82 1.100.860.85 0.00 0 15.0000 13.7420 0.0000 1.89 1.100.860.85 0.00 0 12.5000 11.2423 0.0000 1.96 1.100.860.85 0.00 0 10.0000 8.7425 0.0000 2.04 1.100.860.85 0.00 0 7,5000 6.2428 0.0000 2.111 1.100.860.85 0.00 0 ]5000 1.2433 0000 3.7430 0.00001 2.18 1.100.860.85 0.00 0 " 0.00001 2-261 1.10 0.85 0.001 46 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION! 23.4.58a0 SUBJECT° Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV10A15CBdesignl Pole: Forces and Moments (Ice) sucYJan Forces (1b) Moment (ft-lb) Wind height'' Fx Fy Fa 11 Mx My MZ Direct" (:Et') (deg) 35 00 0")0.00 691.65 0.00 22.81 C).00 0.00 28.25 "1.920001,009.96ij.0ti72,014.550,00, 0.00 0.00 '0.34:0 00 1.,655.98 0.00 2,128.88 0.00. 0.00 These heights are abovo the pole base pl8te. These are directions toward which the wind. is flowing. They are angles from the +X axis in the X-Y plane, 47 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.5B.0 SUBJECT: Federal Way/Master -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAVlOA15CBdesignl Pole: Resistances (Ice) tl Section Comb. Applied Force Factored Resistance Height*; Force Axial -Shear Bend. Torsion Axial Shear Bend. Torsion (ft) Triter. (lb) (lb) (ft-lb) (ft-lb) (lb) (lb) (ft-lb) (ft-lb) 35.00 0.00 691.65 6.07 22.81 0.00 124,736.10 37,420.83 18,858.92 19,632.33 28.25. 0,091,009.96 7,922,014.55 0.001, 1 96.03 43,348.81 24,64 6.70 26,344.94 -11 0.00 J.-O-011 1 655.98 0,342,128.88 0.001 22,403.90 63,167.41 57,142.08 46,430.93 These Pi,eights are above the pole base plate. 48 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58A SUBJECT: Federal way/Master -351RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAVI.0AI.5CBdesignl Baseplate Analysis (Ice) - Polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces: 1,278 lb 777 lb Bolt-To-Bend Line Moment Arm 2.353 in 1.244 in Width of Bending Section 22.468 in Applied Bending Moment 331A6 ft-lb Factored. Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Ice) Polel. - Pole Critical Comb. Applied StressFactored Resistance Wind Force p s u (p, Direct.* Enter. AxiaijM)ear, F'n1t Fv (deg) 0.00 0.06 2,8 92.4 010.00 750.00127,600.00 Per RISC Design Guide 1 These are directions toward which the wind is flowing 49 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-10°Davit Arm-51round base cab(115MPH-A15) File: P35DAV10A15CBdesignl Folder: 501189 Pole Deflection Information: (Ice) Critical Wind Direction: 0.00 Height " -Def1.Y-Deft. Deflection Angle - X Deflection Angle - Y (,ft) (in) (in) (deg) (deg) 35.0000 1.87 0.00 0.50 0.00 32.5000 1.61 0.00 0.50 0.00 30.0000 1.35 0.00 0.50 0.00 28.2500 1.11 16 0.00 0.50 0.00 25.0000 0.86 0.00 0.40 0.00 22.5000 0.66 0.00 0.34 0.00 20.0000 0.50 0.00 0.28 0.00 17.5000 0.37 0.00 0.23 0.00 15.0000 0.26 0.00 0.19 0.00 12.5000 0.17 0.00 0.15 0.00 10.0000 0.11 0.00 0.11 0.00 7.5000 0.06 1 0.00 0.08 0.00 5.0000 0.03 0.00 0.05 0.00 2.5000 0.01 0.00 0.02 0.00 0.0000 o,aa o.00 o.00 0.00 50 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-5'round base cab(115MPH-A15) File,, P35DAV12A15CBdesignl Folder: 501189 Design Criteria Design Code AASHTO-2015 Fatigue Category N/A Ultimate Wind Speed (mph) 115.0 Truck Gust No Mean Recurrence Interval 1700 Galloping No Service Level Wind Speed (mph) 0.0 Natural Wind Gust No AASHTO Ice Included ? Yes Elevation of Foundation Above Surrounding Terrain (ft) 5.0000 Design Susimary - Pole I ft We' Line Diameter ( n j) Height (ft) Shaft (in) Top PE Dia. (i. I35.00001 423 11.00 1 6.1100 1 Section Characteristics Section - I Shape Round Top Dia. (in) 6.100 Base Diameter (in) 11.000 Thickness (in) Q.13450 Lenath (ft) 35.0000 Weight (lb) 423 Taper (in/ft) 0.14000 Yield Strength (ksi)l 55 Material E,-105 - A59`y 51 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35°RTS-12°Davit Arm-51round base cab(115MPH-A15) Folders 501189 File: P35DAV12A15CBdesignl Base Plate Shape Round Material HS70 - A36 �w Diameter (in) 25.000 Thickness (in) 1.00000 "Meld Stren th (ksi) 36 Base Weld Type Anchor Bolts Material 5100 - F1554 Bolt diameter (in) 0.75 Bolt circle diameter (in) 17.00 Quantity_____ 6 Yield Strength (ksi) 55 Tensile stren th (ksi) 92 52 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35°RTS-12'Davit Arm-51round base cab(115MPH--Al5) Folder: 501189 File: P35DAV12A15CBdesignl Design Summary - Luminare Arms Luminaire Arm 1 Style Span Length (ft) 12.0000, Orientation (deg) ' 0.00 Top Member Shape. Round Base O.D. (in) 4.37 Outer End O.D. (in) 2.40 Thickness (in) 0.11960 Attachment 28.25 Height (ft) Rise (ft) ' 6.7500 Slope at Base (deg) ', 3.00 Centroid Location Horizontal (ft) 3.3527, Vertical (ft) 1.6273 Span To Joint (ft) Yield Strength (ksi) 55 Unbent Length (ft) 8.4573 Unbent Length to Joint (ft) Material S105 - 55 ksi Weight (lb) 57 * These heights are above the pole base plate, Elliptical cross section; first diameter is horizontal, ** Arm orientations are angles from +X axis in X-Y plane, X and Y axies are perpendicular/parallel to sides of pole base plate. See *** below. *** If arm is attached with a clamp, height and orientation must not be changed from values shown above without consulting Valmont, 53 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-12'Davit Arm-51round base cab(115MPH-A15) File: P35DAV12A15CBdesignl Folder: 501189 Description of EPA Loading Description of Position of Mounting Centroid Distance Weight E",frective Load Load Height Height To (lb) Projected Centroid Area. (ft) (ft) From Pole (fL2) (ft) D-2Q2T189DV Pole 35.0000 , 38.7500 mobo 450 14.90 —12DAV Lurninalre Arml—28.2500 .135.0000 13.0000 75 2.00 1. THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 54 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-5'round base cab(115MPH-A15) File: P35DAV12Al5CBdesignl Folder: 501189 RESULTS SUMMARY - Pole Maximum Combined Force Interaction In Each Major Maximum Reactions Appli.ed To Foundation Component Strength I Bending Moment 34,370.39 ft- Pole (At 0.00 (ft)) 0.07 Torsion lb Luminaire Arm 1 0,19 Shear. Force 1,330.69 ft-lb Base Plate 0.02 Axial Force 1,103.52 lb Anchor Bolts 0,05 1,666.42 lb Deflection % (At 35.00 (ft)) 0.383 % Ice Deflection (At 35.00 (ft)) 1.61 in Pole (At 0.00 (ft)) 0.09 Rotation (At 35.00 (ft)) 0.43 deg Luminaire Arm 1 Extreme I Base Plate 0.23 Pole (At 0.00 (ft)) 0.63 Anchor Bolts 0.02 Luminaire Arm 1 0.23 Deflection % (At 35.00 0.06 Base Plate 0.29 (ft)) 0.478 Anchor Bolts 0.70 Deflection (At 35.00 (ft)) 2.01 in Deflection % (At 35.00 (ft)) 4.413 % Rotation (At 35.00 (ft)) 0.54 deg Deflection (At 35.00 (ft)) 18.54 in Rotation (At 35.00 (ft)) 4.61 deg Service I Pole (At 0.00 (ft)) 0.06 Luminaire Arm 1 0.15 Base Plate 0.01 Anchor Bolts 0.04 Deflection % (At 35.00 (ft)) 0.302 % Deflection (At 35.00 (ft)) 1.27 in Rotation (At 35.00 (ft)) 0.34 deg 55 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-51round base cab(115MPH-A15) File: P35DAV12Al5CBdesignl Folder: 501189 Pole Properties Height DiameterWall Thk.Roundness D/t B/T 'Moments Plastic Area Radius (ft) (in) (in) Ratio Of Section (in2) of M InprLiaModulus Gyration (In4) (in3) (in) 35.0000 6.10 0.13450 100.0 45.350.00 11.20 4.78 2.52 2.11 132.5000 9.45 0.13450 100.0 47.960.00 13.29 5.36 2.67 2.23 30.0000 6.80 0.13450 100.0 50.560.00 15.62 5.97 2.82. 2.36 28.2500 7.05 0.13450 100.0 52.360.00 17.41 6.42 2.92 2.44 25.0000 7.50 0.13450 100.0 55.760.00 21.08 7.29 3.11 2.60 22.5000 7.85 0.13450 100.0 58.360.00 24.23 8.00 3.26 2.73 --- -7 6.-b 0 2.85 20.0000 8.20 0.13450 100.0 6o.9 27.67 8.74 3.41 L7.5000. 8.55 0.13450 100.0 63.570.00 31.44 9.52 3.55 2.97 L5.000011 8.90 .0..13450 100.0 66.17 0.00 35.52 10.33 3.70 :: 3.10 2.5000 9.25 0.13450 100.0 68.77 0.00 39.95 11.17 3.85 3.22 10.0000 9.60 0.13450 100.0 '71.38 0.00 44.73 12.04 4.00,---..3.34 7.5000 9.95 0.13450 100.0 '73.98 0.00 49.88 12.95 4.15 3.47 5.0000 10.30 0.13450 100.0 76.580.00 55.41 13.89 4.29 3.59 2.5000 10.65 0.13450 100.0 '7 9 1.181D.00 61.33 14.86 4.44 3.72 j0.0000 11.00 0.13450 100.0 81.780.00 -1-.84 56 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35®RTS-12°Davit Arm-51round base cab(115MPH-A15) Folder: 501189 F.'.ile.. P35DAV12A15CBdesignl Pole: Forces and Moments (Strength I) Sections Forces (1b) Moment (,ftw 1b) Wind Hereght_°P Fx Fy Fz Mx My Mr Direct*'" (ft) (drc-ga 35.00 4.240.00 562.48 0,00 15.93 0,00 0.00 28.25 5.490,00 814.46 0.001,744,360,010 0.00 0,00 (').23Lj.00k.,289.2 °LLI,822.470.00 0.00 * These het.(,1'1-ts are above the pole base plate. ** These are directions toward which the wind is flowing.. They are angles from the +X axis in the X-Y plane,. 57 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davi.t Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Pole: Resistances (Strength I) -7 Secti,op Comb. Applied Force Factored. ReBi3Lancc Height" Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (f t) In te r (1b) (lb) (ft-lb) (ft-lb) �=O.9 (lb) (lb) (ft-lb) (ft-lb) 35.00 0.00 562.48 4.24 15.93 0.00 L24,736.10 37,420.83 18,856.92 19,632.33 28.25 0.07 814.46 5,491,744.36 0.00F44,4 96.O3 43,348.81 24,646.70 2 6,344.94 0,.210 �0 6 1 r�28 9.2 2 0,231,822.47 0.001 22,403.9063,167.,.41,57,142.0846,430.9311 These heights are above the pole base plate. 58 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-12'Davit Arm-51round base cab(115MPH-AI5) Folder: 501189 File: P35DAV12A15CBdesignl Baseplate Analysis (Strength I) - Polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces: 1,073 lb 644 lb Bolt-To-Bend Line Moment Arm 2.353 in 1.244 in Width of Bending Section 22.468 in Applied Bending Moment 277.00 ft-lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Strength I) - Polel - Pole wri tip al Comb. Applied Stre.,�.qElacLor,,ecj Resistance Wind Force (Psi) (Ps ), D i.rect.I Inter- Axial Shear � F'nt ¢ Fir (deg) 0.00 0.05 1 2,427.65 1 0.00 1 51,750.00 1 27,600.00 * Per AISC Design Guide 1 * These are directions toward which the wind is flowing 59 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-5°round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Pole Deflection Information: (Strength I) Critical Wind Direction: 0.00 He:ght Defl„ Y-Defl.'Deflection Angle - XDeflection Angle - Y' (ft) (in) (in) (deg) (deg) 35.0000 1.61 0.00 0.43 0.00 32.5000 1.38 0.00 0.43 0.00 30.0000', 1.16 0.00 0.43 0.00 28.2500 1.00 0.00 0.43 0.00 25.0000 0.74 0.00 0.34 0.00 22.5000 0.57 0.00 0.29 0.00 20.0000 0.43 0.00 0.24 0.00 17.5000 0.32 0.00 0.20 0.00 15.0000 0.22 0.00 0.16 0.00 12.5000 0.15 0.00 0.12 0.00 10.0000 0.09 0.00 0.09 0.00 7.5000 0.05 0.00 0.07 0.00 5.0000 6.02 0.00 0.04 0.00 2.5000 0,01 0.00 0.02 0.00 0.0000 0.00 0.00 0.00 0.00 60 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AhSMTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Pole- Wind and Weight Force Data (Extreme I) Eleva t i,011'Centro,ry d Ecc. From SectiQ7 Sect. Kz Kd Wind Win d. w Top of Above Pole CenterlineProjected; Drag Pressure Force Section I, Base (ft) Area coef,f (psf) (1,b) (ft) (ft) W:.2) ATTCHMT. 1 38.7500 0.0000 14.90 1.001.030.B5 34.71 517 N1"rcTimT. 2 35.0000 13.0000 2.00 1.00 1.010.85 34.06 68 35.0000 33.7384 0.0000 1.31 0.84 1.0010.85 33.84 37 32.5000 31.2390 0.0000 1.38 0,780.990.85 33.37 36 30.0000 29.1198 0.0000 1101 0.'14 0.97 0.85 32.95 25 28.2500 26.6081 0.0000 1 97 0.690.950.85 32.42 44 25.0000 23.7405 0.0000 1.60 0.6510.930.85 31.78 33 22.5000 21.2409 0.0000 1.67 0.61 0.91 0.85, 31.18 32, 20.0000 18.7413 0.0000 1.74 O,580.890.85 30.53 31 17a5600 16.2416 0.0000 1.82 0,550.860.85 29.82 30 15.0000 13.7420 0.0000 1.89 0.521 0.8 6 0.85 29.04 29 12.5000 11.2423 0.0000 1.96 0.49 0.86 0.85 28.18 2T 10.0000 8.7425 0.0000 2 04 1.A70.860.85 28.09 27 7.5000 6.2428 0.0000 2.111 0.450.860.85 28.09 27 5.0600 3.7430 0.0000 2.18 0 28.09 281 2.5000 1.2433 0.0000 2.26 0 9�2 9 61 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesign1 Pole: Forces and Moments (Extreme I) isection Forces (1b) moment (ft IbI Win 1-1 c a gh t Fx Fy 1� Fz Mx MY Mz Direct" (ft) - (de ) 35.00 6i.8 -554.53 452.75 -2,081.90 25.79 0.00 90.00 - 28.25 9.7 816a32 670.73 -6,823.57 1,480,761,329.84 90.00 0.00 0.26L,107.1511,151.05-34,333.891,583.67'1,330.48, 90.0.0 These helghls are above the pole base plate. These are directions toward which the wind is flowing, They are angles from the +X axis in the X-Y plane. 62 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-5'round base cab(115MPH-AI5) Folder: 501189 File: P35DAV12A15CBdesignl Pole: Resistances (Extreme I) Section Comb. Applied Force Factored Resistance Height" Force " Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) '.1'.nter, (lb) (lb) (ft-lb) (ft-lb) (lb) (lb) (ft-lb) (ft-lb) 35.00 0.11 452.75 554.57 2,082.O6 0.00 124,736.10 37,420.83 L8,858.92 19,632.33 28.25 0.29, 670.73 816.37 6,982.39 1,329.84 144,496.03 43,348.8124,646.70 26,344.94 0.001 0.631!1,151.05 1,107.15 34,370.40 1,330.481 22,403.90163,167.411,57,142.0814,�6,430,�93 These heights are above the pole base plate. 63 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec --35'RTS-12'Davit Arm 51round base cab(115MPR-AI5) Folder: 501189 File- P35DAV12A15CBdesignl Baseplate Analysis (Extreme I) - Polel - Pole Combined Force Interaction 0.29 Critical Wind Direction 0.00 deg Alignment of Bend Line 90.00 deg Bolt Forces: 14,557 lb 13,813 lb Bolt-To-Bend Line Moment Arm 1.861 in 1.861 in Width of Bending Section 22.468 in Applied Bending Moment 4,400.20 ft-lb Factored Bending Resistance 15,163.62 ft-lb Anchor Bolts Analysis (Extreme I) - Polel - Pole Critical Comb. Applied Stress Factored Resistance Wind Force (psi} (P 0 Direct.* Inter. Axial. Shear Q Vnt Fv (deg) I 0.00 0.70 38,299.757�23.05:51,750.00127,600.00 * Per AISC Design Guide I * These are directions toward which the wind is flowing 64 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021, VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35°RTS-12'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Pole Deflection Information: (Extreme I) Critical Wind Direction: 90.00 Height X-De'fl„Y-Defl. Deflection Angle - Deflection Angle (ft) (:..r..n) (in) (deg) Pdeg) 35.0000 1.36 18.49 0.38 -4.59 32.5000 1.17 16.12 0.38 -4.43 30.0000 0.98 13.86 0.38 -4.22 28.2500 0.85 12.34 0.37 -4.05 25.0000 0.63 9.71 1 0.30 -3.66 i22.5000 0.49 7.88 0.25 -3.32 20.0000 0.37 6.23 0.21 -2.97 17.5000 0.27 4.77 0.17 -2,61 15.0000 0.19 3.50 0.14 -2.23 12.5000 0.13 2.42 0.11 -1.86 10.00001 0.08 1.55 0.08 -1.48 7.5000 ', 0.04 0.87 0.06 -1.11 5.0000 0.02 0.38 0.04 0.73 2.5000 0.00 0.10 0.02 -0.36 0.0000 0.00 0.00 0 o 0.00 65 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Pole: Wind and Weight Force Data (Service I) Elevation CariLroId Ecc. From Serti.c.,37'7 Seck-ion Kz Kd Wind Wind at Top of Ahcve Pole CentrarJ,IneProjected Drag Pressure Force Sec,,-i,on aase (EL) Area Coeff, (psf) (lb) (ft) (ft) (f,,2) Avm�H,mT, 1 38.7500 0.0000 14.90 1.001.030.85 0.00 0 ATTmimI. 2 35.0000 13.0000 2.00 1.00 1.010.85 0.00 a 35.0000 33.7384 0.0000 1.31 1.10 1.000.851 0.001 a 32.5000 31a2390 0.0000 1.38 1.10 0.99 0.851 0.00 0 30.0000 29.1198 0.0000 1.01 1.10 0.97 0.8 51 0.00 0 28.2500 26.6081 0.0000 1.97 1.10 0.95 0.851 0.00 0 25.0000 23.7405 0.0000 1.60 1.10 0.93 0.851 0.00, 0 22.5000l 21.2409 0.0000 1.67, 1.10 0.910.851 0.001 0 20.0000 18.7413 0.0000i 1.74 1.100.890.85, 0.00 0 17.5o00 16.2416 0.0000 1.82 1.100.860.851, 0.00 0 15.0000 13.7420 0.0000 1.89 1, 100.860.85 0.00 0 12.5000 11.2423 0.0000 1.96 1.100.860.85 0.00 0 10.0000 8.7425. 0.0000 2.04 1.100.860.85 0.00 0 7.5000 6.2428 0.0000 2.11. 1.100.860.85 0.00 0 5.0000-3,7430l 0.00c0 2 6 181 1,100.860.85 0.010 00110 D 2.5000 1.24331 0.00001 2.261 1a10'0.860,85 66 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/202:1 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-12'Davit Arm-51round base cab(115MPH-Al5) Folder: 501189 File: P35DAV12Al5CBdesignl Pole: Forces and Moments (Service I) S C."c't L an Forces (Ib� Moment (ft-lb) Wind ........... 1,1eight' Fx Fy Fz Mx My Mz D 1,rect** (n) Cdeq) 35.00 2 68(,),00 449.99 0,Q0 10.04 O.00 j 0.00 28.25 3,470.00 651.57 0.001,3 8 4.67 0.00 0.00 0.00 Q M40.001,031.38 0.00),433.930A0 0.00 These heights are above the pole base plate. These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 67 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION; 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12°Davit Arm-5eround base cab(115MPH-A15) Folders 501189 File: P35DAV12A15CBdesignl Pole: Resistances (Service I) Section'',Comb. Applied Force Factored Resistance 1Ye:lght* Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) 7 t. r`. (lb) (lb) (ft-lb) (ft-lb) , $=0.9 0=0.9 0=0.9 0=0.95 (lb) (lb) (ft-lb) (ft-lb) 35.00 0.00 449.99 2.68 10.04 0.00124,736.1037,420.8318,858.92L9,632.33 28.25 0.06 651,57 3,471,384.67 0.00144,496.0343,348.8124,646.7026,344.94, 0.00 0,051,031.38 0,141,433.93 0.00 22,403.9063,167.41,57,142.0846,430.93 * These heights are above the pole base plate. 68 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Baseplate Analysis (Service I) - Polel - Pole Combined Force Interaction 0.01 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces: 847 lb 509 lb Bolt-To-Bend Line Moment Arm 2.353 in 1.244 in Width of Bending Section 22.468 in Applied Bending Moment 218.79 ft-lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Service I) - Polel - Pole Critical Comb. Applied Stress[+"actozed Resistancf,.- Wind Force -(Ps. ('psi) - Direct.' Inter, Axial Fv (deg) 0.00 0.04 1,916.51 500.00 • Per AISC Design Guide I • These are directions toward which the wind is flowing 69 ANAL`ISIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) By: IW708044 02/03/2021. VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35®RTS-12°Davit Arm-5around base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Pole Deflection Information: (Service I) Critical Wind Direction: 0.00 (ft) (in) ef (����71 0 Deflection .........,H 11 eight Deft, Y-Defle CAeFlee,�ir�rr An 1e �' Angle in) (deg) ' 35.0000 1.27 0.00 0.34 0.00 32.5000 1.09 0.00 0.34 0.00 30.0000 0.91 0.00 0.34 0.00 28.2500 0.79 0.00 0.34 0.00 25.00001 0.58 0.00 0.27 0.00 22.5000', 0.45 0.00 0.23 0.00 20.0000 0.34 0.00 0.19 0.00 17.5000 0.25 0.00 0.16 0.00 15.0000 0.18 0.00 0a12 0.00 12.5000 0.12 0.00 0.10 0.00 10.0000 0.07 0.00 0.07 0.00 7.5000 0.04 0.00 0.05 0.00 5.0000 0.02 10.00 0.03 0.00 2.5000 0.00 0.00 0.02 0.00 0.0000 0.00 0.00 0.00 0.00 70 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH A6ASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Masten -35'RTS-12'Davit Arm-5'rGund base cab(115MPH-A15) Folder: 501189 File: P35DAV12AI5CBdesignl Pole: Wind and Weight Force Data (Ice) Eli va�A on Centroid Ecc. From sec-tion 17,-e-c-t(.w 7z 7t Kd WJ n�i W.J.rod a t lop o r Above Pole CoiterlirieProjecLcd Drag Pressi)re Patce Sec tl a ri Base A r Ps, C o a f f (psf) (lb) (ft) (ft) (ft2) WrIT-CHMIr.. 1 38.7500 0.0000 14.90 1.001.030.85 - 0.00 a ATTCFMT. 2 35.0000. 13.0000 2.00 1.001.010.85 0.00 0 #A 35.0000 33.7384 0.0000 1.31 1.1 q I .00 0,a 5 0.00 I'll oil 32.5000 31.2390 0.0000 1.38 1.100.990.85 0.00 0 30.0000 29.1198 0.0000 1.01 1.10(),97 0 85 0.00 a 28.2500 26.6081 0.0000 1.97 1.100.950.85 0.00 0 25.0000 23.7405 0.0000 1.60 1..10 0 930.65 0.00 0 22.5000 21.2409. 0.0000 1,67 LD 0.9,110,85 0.00 0 20.0000 18.74131 0.0000 1.74 1.10 0.891� 10.85 0.00 0 17.5600 16.24161 0.0000 1.82 1.100.B60.85 0.00 0 15.0000 13.74201 0.0000 1.89 1.10GA60�85 0.00 01 12.5000 11.2423 0.0000 1 96 1.100,860.85 0.00 G 10.0000 8.7425 0.0000 2.04 1.100,860.85 0.00 0 7.5000 6.2428 0.0000 2.111 1.100.860-85 5.00 0 5.0000 3.7430 0.0000 2.18 �10.0,8 00.851 OAQ 0 2.5000 1.2433 ol 26 1 .1,210,8 71 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASRTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-5'round base cab(115MPH-AI5) Folder: 501189 File: P35DAV12A15CBdesign1 Pole: Forces and Moments (Ice) Section Forces (lb) I Moment (ft-1b) - Wind t1eiglit, Fx Fy Fz Mx I-My Mz Direct*" 35.00 52 0.00 691.65 ;0.00 24.49 0.00 0.00 28.25 8.590.001,020.390.00 ',162.110.0t) 0.00 0.00 O 3-10.00I,,666,420.002,285.4,I)i - 0.00 These heigh,4,,,s are above the pole base plate. These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 72 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Pole: Resistances (Ice) Sect-iw,i Comb. AppLl,ed Force Factored Resistance Haight* Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) ln(,er. (lb) (lb) (ft-lb) (ft-lb) (lb) (lb) (ft-lb) (ft-lb) 35.00 0.00 691.65 6.52 24.49 0.00 L24,736.10 37,420.83 L8,858.92 19,632.33 28.25 0.0 9.1,020.3 9 .59 2,162.11 0.00 L44,496.03 43,348.8124,646.7026,344.94 0.001, 0.0811,666.42 0.37 2,28 5.95 0.00 22,403.9063,167.4157,142.0846,430.93 These heights are above the pole base plate. 73 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-12'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Baseplate Analysis (Ice) - Polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 22.50 deg Bolt Forces: 1,353 lb 816 lb Bolt-To-Bend Line Moment Arm 2.353 in 1.244 in Width of Bending Section 22.468 in Applied Bending Moment 349.91 ft-lb Factored Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Ice) - Polel - Pole Critical Comb, Applied StressFactored Resistance Wind Force PS-1 (psi) Direct.* Inter. Axial Shear F'nt Fv (deg) 0.00 0.06 3 .0 F063.65 0.00 151,750.001�27, .0 E, • Per AISC Design Guide 1 • These are directions toward which the wind is flowing 74 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -35'RTS-12°Davit Arm-51round base cab(115MPH-A15) File: P35DAV12A15CBdesignl Folder: 501189 Pole Deflection Information: (Ice) Critical Wind Direction: 0.00 Height X-Defl.Y-Def1. Liefj,ec't an Angle " erl,awction Angie - Y (ft) (in) (in) (deq) (¢3cc"( 35.0000 2.01 0.00 0.54 0.00 32.5000 1.73 0.00 0.54 0.00 30.0000 1.45 0.00 0.54 0.00 28.2500 1.25 0.00 0.53 0.00 25.0000 0.92 0.00 0.43 0.00 22.5000 0.71 0.00 0.36 0.00 ('20.0000 0.54 0.00 0.30 0.00 17.5000 0.40 b.00 0.25 0.00 15.0000 0.28 0.00 0.20 0.00 L2.5,00 0.19 b.00 0.16 0.00 10.0000 0.12 0.00 0.12 0.00 7.5000 0.06 0.00 0.08 0.00 5.0000 0,03 0.00 0.05 0.00 2.5000 0.01 0.00 0.03 0.00 mooO 0.00 0.00 0.00 0.00 75 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE; WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY; IW708044 02/03/2021. VERSION: 23.4.58.0 SUBJECT: Federal. Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAVBA15CBdesign2 Design Criteria Design Code AASHTO-2015 Fatigue CaLegory N/A Ultimate Wind Speed (mph) 115.0 Truck Gust No Mean Recurrence Interval 1-700 Galloping No Service Level. Wind Speed (mph) 0.0 Natural Wind Gust No AASHTO Ice Included ? Yes Elevation of Foundation Above Surrounding Terrain (ft) Design.. Summary - Pole jj s j—ei�gE �ft) Weight eic Line Diameter 1 40.0000 1 464 11.00 5.400 Section Characteristics Section I Shape Round Top Dia. (in) 5.400 Base Diameter (in) 11.000 Thickness (in) 0.7..3450 Length (ft) 40.0000 Weight (1b) 464 ...Taper (in/ft) 0_I4000 Yield Strength (ksi) 55 Material. S105 - A5d95 76 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -401RTS-81Davit Arm(115MPH-A15) File: P40DAV8A15CHdesign2 Folder: 501189 Base Plate Shape Square Material S70 A36'' Width (in) 16.500 Thickness (in) 1.50000 'Yield Strength (ksi) 36 Base Weld Type SOCKET Anchor Bolts _ Material 5100 - F1554 Bolt diameter (in) 1.25 Bolt circle diameter (in) 15.00 Quantity 4 Yield Strength (ksi) 55 Tensile strength (ksi) 75 77 ALYSIS OF VALMONT INDUSTRIES° LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT; Federal Way/Mastec -40®RTS-8®Davit Arm(115MPH-A15) File: P40DAV8A15CBdesign2 Folder: 501189 Design Summary - Luminare Arms 6,numinaire Arm I -ity.1e Span Length (ft) ', 8.0000 Or:icritation (dc�q) 0.00 Top Member Sh,ape Id;aunra, Base O.D. (in) 4.37 Outer End O.D. (in) ', 2.72 Thickness (in) 0.11960 Attachment 33.25 Height (ft) Rise (ft) 6.5000 Slope at Base (deg) 3.60 Cen trc3.d Location Horizontal (ft) 1.1539 Vertical (ft) 2.6301' Span To Joint (ft) Yield Strength (ksi) 55 Unbent Length (ft) 4.4518 Unbent Length to Joint (ft) Material S105 - 55 ksil weight (1b) 1,5 * These heights are above the pole base plate. Elliptical cross section; first diameter is horizontal. ** Arm orientations are angles from +X axis in X-Y plane. X and Y axies are perpendicular/parallel to sides of pole base plate. See *** below, *** If arm is attached with a clamp, height and orientation must not be changed from values shown above without consulting Valmont. 78 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-B'Davit Arm(115MPH-A15) File: P40DAV8A15CBdesign2 Folder: 501189 Description of EPA Loading Description of Position of Mounting Centroid Distance WeightEffeCtivd Load Load Height Height To (lb) Projected Centroid Area (ft) (ft) From Pole (ft2) (ft) D-2Q21'T890V Pole 40.0000 43.7500 0.0000 450 14.90 8DAV Luminaire Arm 33.2500 40.0000 13.0000 75 2.00 4G Equip Pole 17.58331 17.58331 1.0000 280 !, 8.33 THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 79 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) File. P40DAV8A15CBdesign2 Folder: 501189 RESULTS SUMMARY - Pole Maximum Combined Force Interaction In Each Major Maximum Reactions Applied To Foundation Component Strength I Bending Moment 44,143.72 ft - lb Pole (At 0.00 (ft)) 0.08 Torsion 1,130.01 ft-lb Luminaire Arm 1 0.17 Shear Force 1,365.08 lb Base Plate 0.01 Axial , Force 242 Anchor Bolts 0.03 133. l.b Deflection % (At 40.00 (ft)) 0.506 % Ice Deflection (At 40.00 (ft)) 2.43 in Pole (At 0.00 (ft)) Rotation (At 40.00 (ft)) 0.59 deg Luminaire Arm 1 0.11 Extreme I Base Plate 0.20 Pole (At 0.00 (ft)) 0.82 Anchor Bolts 0.02 Luminaire Arm 1 0.20 Deflection % (At 40.00 0.04 Base Plate 0.32 (ft)) 0.624 % Anchor Bolts 0.69 Deflection (At 40.00 (ft)) 3.00 in Deflection % (At 40.00 (ft)) 6.624 % Rotation (At 40.00 (ft)) 0.73 deg Deflection (At 40.00 (ft)) 31.79 in Rotation (At 40.00 (ft)) 7.10 deg Service I Pole (At 0.00 (ft)) 0.07 Luminaire Arm 1 0.13 Base Plate 0.01 Anchor Bolts 0.02 Deflection % (At 40.00 (ft)) 0,397 % Deflection (At 40.00 (ft)) 1.91 in Rotation (At 40.00 (ft)) 0.46 deg 80 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASMTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-O'Davit Arm(115MPH-A15) File: P40DAV8A15CBdesign2 Folder: 501189 Pole Properties Height Diametei°Wall Thk.Roundness D/t B/T 'Moments Plastic Area (ft) (in) (in) Ratio a Section (in2) Cif M InerLlaModulus C�yra L i on (in4) (in3) 0.n) 40.0000 5.40 0.13450 100.0 40.15 0.00 7.70 3.73 2.22 1.86 137.5000 5.75 0.13450 100.0 42.750.00 9.34 4.24 2.37 1.98 35.0000 6.10 0.13 B 450 100.0 45.350.0 01 11.20 4.78 1 2.52 1 2.11 33.2500 6.35 0.13450 100.0 47.170.00 1 12 64 5.18 2.62 2.19 L=--- 30.0000 6.80 0.13450 100.0 50.560.00 15.62 5.97 2.82 2.36 27.5000 7.15 0.13450 100.0 53.160.00 18.21 6.61 2.9 1 1 6 2.48 25.0000 7.50 0.13450 100.0 55.76 0.00 21.08 7.29 3.11 2.60 58.36 22.5000, 7.85 0.13450 100.0 0.00 24.23 8.00 3.26 2..73 8.74 3.41' 2.85 20.0000 8.20 0.13450 100.0 60.97 0.00 27.67 17.5833 8.54 0.13450 100.0 63.460.00 31.31 9.49 3.55 2.97 15A000 8.90 0.13450 100.0 66.170.00 35.52 10.33 3.70 3.10 12.5000 9.25 0.13450 100.0 77 0.00 39.95 11.17 3.85 3.22 -9 10.0000 .60 0.13450 100.0 71.38 0.00 44.73 12.04 4.00 3.34_ 7.5000. 9.95 1 0.13450 100.0 ,73.98 0.00 49.88 12.95 4.15 3. 47 5.00001 10.36 10.13450 100.0 76.58 0.00 55.41 13.89 4.29-: 3.59 2.5000 10.65 0.13450 _100.0 179.18.0.00. 61.33 14.86 4.44 3.72 0.00001 11.00 0.13450 -100.0 181.7-810-.00FO- 81 ANALYSIS OF' VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -401RTS-81Davit Arm(115MPH-Al5) File: P40DAV8A15CHdesign2 Folder: 501189 Pole: Forces and Moments (Strength I) 'action Forces (lb) Moment (ft--lb) Wind 10,q at* Fx Fy Fz Mx I My Mz Direct*" (f ) (do 2) 40.00 S.800,00 562.47 0.00 21.78 0.00 0.00 33.25 °7,330,00 789.18 0,001.,559.340.00 0.00 17.58 4.720" 001,355.660.001.,999.890.00 0.00 0,00 0.',330�001.,675.990.002',043.24Q.00� 0.00 * These taeigfits are above t:tie pole base plate, ** These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 82 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40°RTS-BBDavit Arm(115MPH-A15) Folder: 501189 File: P40DAVBA15CBdesign2 Pole: Resistances (Strength I) Sectior 'Comb. Applied Force Factored Resistance BightForce Axial Shear Bend. Torsion' Axial Shear Bend. Torsion (ft) ter. (lb) (lb) (ft-lb) (ft-lb) �=0.9 =0.9 =0.9 =0.95 (lb) (lb) (ft-lb) (ft-lb) 40.00 0.00 362.47 5.80 21.78 0.00L10,099.11,33,029.7315,063.2315,295.28 33.25 0.08 789.18 7.33'1,559.34 0.00112,491.1138,957.7120,286.2421,278.03 17.58 0,081,355.66 4.72'1,999.89 0.00 25,270.39 52,716.5135,347.2138,961.31. 0.00 0,081,675.99 0'.3-312,043.241 0.001 17,152.9963,167.4157,142.0846,430.93. * These heights are above the pale base plate. 83 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) File: P40DAV8A15CBdesign2 Folder: 501189 Baseplate Analysis (Strength I) - Polel - Pole Combined Force Interaction 0.01 Critical Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 1,575 lb Bolt-To-Bend Line Moment Arm 2.000 in Width of Bending Section 12.335 in 262.47 ft-lb Applied Bending Moment 18,733.06 ft-lb Factored Bending Resistance Anchor Bolts Analysis (Strength I) - Polel - Pole 'Critical Comb. AppIled Stress Factored Resisnince, Wind Force S-1) Direct.*Inter. Axial She ay,' Q F'nt Fv _(deg) 0.00 0.03 1,283.28 0.00 42,187.561:22,500.00 • Per RISC Design Guide I • These are directions toward which the wind is flowing 84 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION° 23.4.58.0 SUBJECT: Federal Way/Mastec -40®RTS-8`Davit Arm(115MPH-A15) Files P40DAV8A15CBdesign2 Folders 501189 Pole Deflection Informations (Strength I) Critical Wind Direction: 0.00 Height X-Def1. 'Y-Defl.'Deflection Angle - k'Deflection Angle - Y (ft) (in) (in) (deg), (deg) 40.0000 2.43 0.00 0.59 0.00 37.5000 2.12 0.00 0.59 0.00 35.0000 1.81 0.00 0.59 0.00 33.2500 1.60 0.00 1 0.58 0.00 30.0000 1.24 0.00 0.48 0.00 27.5000 1.00 0.00 0.41 0.00 25.0000 0.80 0.00 0.36 0.00 22.5000 0.63 0.00 0.30 0.00 20.0000 0.48 0.00 0.26 0.00 17.5833 0.36 i 0.00 0.22 0.00 15.0000 0.25 0.00 0.18 0.00 12.5000 0.17 0.00 0.14 0.00 10.0000 0.10 0.00 0.11 0.00 7.5000 0.06 0.00 0.07 0.00 5.0000 0.02 O.b0 0.05 0.00 2.5000 0.01 0.00 b.02 0.00 o,0000 o.00 o,aa o.00 o.00 95 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) File: P40DAV8A15CBdesign2 Folder: 501189 Pole: Wind and Weight Force Data (Extreme I) Elevation Cenrrold Ecc. From SoraltC t to,.cLlon: Kz Kd Wind Wind, at Top of Above PoIe CenterlineProjected: Drag Pressure Force Section Base (At) Area Coe (Psf) (1b) (ft) M) (f t-2) ATTCHMT. 1 43.7500 0.0000 14.90 1.00 L.060.85 34.71 517 ATTCHMT. 1 2 40.0000 13.0000 2.00 1.00)1.040.851 34.04 68 ATTCHMT. 3 17.5833 1.0000 8.33 1.00 0.8T 0.851 28.63 2391 40.0000 38.7369 0.0000 1.16 0 -5B 1.0310.851 33.84 38 37.5000 36.2377 0.0000 1.23 0.90 1.0210.851 33.37 37 35.0000 34.1193 0.0000 0.91 0.81,1.0010.851 32.95 25 33.2500 31.6063 0.0000 1.78 0.79 0.99�10.851 32.42 4� 30.0000 28.7395 0.0000 1.45 0.730.970.85 31.78 34, 27.5000 26.2400 0.0000 1.53 0.690.950.85 31.18 33 25.0000 23.7405 0.0000 1.60 0.650.930.85 30.53 32 22.5000 21.2409 0.0000 1n67 0.610.910.85 29.82 30 20.0000 18.7835 0.0000 1.69 0.580.890.85 29.06 28 17.5833 16.2827 0.0000 1.88 0,55'0.86 0.85 28.20 29 15.0000 13.7420 0.0000 1.890.490.860.85 O.52 0.B610.851 28.09 28 12.5000 11.2423 0.0000 1,96 0.49 0.86 0.851 28.09 27 -1 27 10.0000 8.7425 0.0000 2.04 0.4 0.85 28.09 27 7.5600 6.2428 0.0000 2.11 0.4_5 0.B6 0.85 28.09 27 5.0000 3.7430 0.0000 2.18 0.450.860.85 28.09. 28 9 28.09 29 2,5000=-243j 0.0000 2.26 0.860.85 86 ANAL]SIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) B`1: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal way/Mastec -40®RTS-8°Davit Arm(115MPH-A15) File: P40DAV8A15CBdesign2 Folder: 501189 Pole: Forces and Moments (Extreme I) Section Forces (1b) Moment (ft-lb) wind Height* Fx Fy Fz Mx MyJ44�1, Mz Direct**' (ft) (deg) 40.00 8.61 573.33 428.62 -2,153.35 ' 32.330.00 90.00 33.25 10.92 802.53 625.50 7,040.71 1,298. 111.40' 90.00 17.58 6.33 1,236.861,155.97-21,143.381,722. ,129.48 90.00 0.00 0.23 1,371.121,504.03-44,108.491,763. ,129.72 90.00 * These he gkits are above the pule base plate.. ** These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 87 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) File- P40DAV8A15CBdesign2 Folder: 501189 Pole: Resistances (Extreme I) Sec L Ian: Comb. Applied Force Factored Resistance Height* Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) Inter. (lb) (lb) (ft-lb) (ft-lb) �=O.q �=0.95 (lb) (lb) (ft-lb) (ft-1b) 40.00 b.14 428.62 573.390.00110,099.1133,-029.7315,063.23 15,295.28 33.25, 0.36, 625.50 802.61 7,159.43 1,111.40 112,4 91.11 38,957.7120,286.2421,278 a 0 3 17.581 0.Ul155.9 1,236.89.21,213.471,129.4B 25,270.341,52,716.51 35,34 21138,961.31 l 6.0(1 1—0-.-8-2]i b 11 4 11.0.Eizi.12144,1� 167.4 57,142.bJ46,430.93 These heights are above the pole base plate. 88 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT„ Federal Way/Mastec -40'RTS-B'Davit Arm(115MPH-A15) File. P40DAV8A15CBdesign2 Folder: 501189 Baseplate Analysis (Extreme I) - Polel - Pole Combined Force Interaction 0.32 Critical Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 35,5841b i Bolt-To-Bend Line Moment Arm 2.000 n Width of Bending Section 12.335 in Applied Bending Moment 5,930.73 ft-lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Extreme I) - Polel - Pole Critical Co7;7 Applied Stress Factored Resistance Wind Force (psi) (p I) Direct.*Inter, Axial Shear Q FInt Fv (deg)_ I 0.00 0.69 29,526.781331.26 42,lB7.�22,500.00 • Per AISC Design Guide I • These are directions toward which the wind is flowing 89 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-B'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV8A15CBdesign2 Pole Deflection Information: (Extreme I) Critical Wind Direction: 90.00 Height Defl. Y-Defl. Deflection Angle - Y Deflection Angle Y (ft) (in) (in) (deg) (deg) 40.0000 2.02 31.73 0.52 -7.08 37.5000 1.76 28.09 0.51 -6.84 35.0000 1.51 24.59 0.51 -6.54 33.2500 1.34 22.24 0.51 -6.29 30.0000 1.04 18.14 0.42 -5.75 27.5000 0.84 15.25 0.36 -5.29 25.0000 0.68 12.60 0.31 -4.82 22.5000 0.53 10.20 0.26 -4.34 20.0000 0.41 8.05 0.23 -3.86 17.5833 0.31 6.22 0.19 -3.39 15.00001 0.21 1 4.51 0.15 -2.89 12.5000 0.14 3.13 0.12 -2.40 10.00001 0.09 1.99 0.09 -1.91 7.5000 0.05 1.12 0.06 -1.43 5.0000 702 0.50 Oa04 -0.94 2.5000 0.01 1 O,12 0.02 -0.47 0.0000 0.00 11 0.O 0.00 0.00 90 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV8A15CBdesign2 Pole: Wind and Weight Force Data (Service I) Elevation-Centroid Ecc. From S e 47 T,-.775eciAon Kz Kd Wind . Wind 'Itj'o at Top of Above Pole Centerline Projected Drag Pressure Force Section Base (ft) Area Crieff. (psf) (lb) (ft) (ft) (ft2) TTCHMT. 1 43.7500 0.0000 14.90 1.00 1.06 0.185 - 0.00 0 TTCHMT. 2 40.0000 13.0000 2.00 1.00 1.04 0.85 0.00 0 ATTCHMT. 3 17.5833 1.0000 8.33 1.000.8T0.851,1 0.001 0 40.0000 38.7369 0.0000 1.16 1.10 1.0310.85 0.00 0 37.5000 36.2377 0.0000 1.23 1.10 1.020.85 0.00 G 35.0660 34.1193 0.0000 0.91 1.10 1.00 0.85 6.00 0 33.2500 31.6063 0.0000 1.78 1.100.990.85 0.00 0 30.0000 28.7395. 0.0000 1.45 1.100.97 0.85 0.00 0 27.5000 26.2400 0.0000 1.53 1.10 0.95 0.851 0.00 01 25.0000 23.7405 0.0000 1.60 1.100.93 0.85 0.00 0 22.5000 21.2409 0.0000 1.67 1.100.91 0.85 0.00 0 20.0000 18.7835 0.0000 1.69 1,100.890.85 0.00 0 17.5833 16.2827 0.0000 1.88 1.10 0.86 0.85 0.00 0 15.0000 13.7420. 0.0000 1.89 1.100.86 0.85 0.00 0 12.5000 11.2423 0.0000 1.96 1.100.860.85 0.00 a 10.0000 8.7425 0.0000 2.04 1.100.860.85 0.00 a 1 7.5000 6.2428 0.0000 2.11 1.100.860.85 0.00 a 5.0000 3.7430 0.0000 2.18 1.1010.86�0.851 0.00 a 2.5,000 1.2433 0.0000 2.2$5 1 8J 0.00 D 91 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV8A15CBdesign2 Pole: Forces and Moments (Service I) 3 F-,c t.i.0 n Forces (1b) Moment (ft-lb) Wi rid Height* Fx Fy Fz Mx My lgz Dirnct (ft) 40.00 3.630.00 449.99 0.00 13.65 0,00 0.00 33.25 PAOMO 631.35 0.00 1,233,810.00 0.00 17.58 2.960.O�,11,084.530,001,570.600.00 0.00 0.00 10.210.001,340.790.0(,pl.,597.7�', The-sr, heights are above the pola. base plate. These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 92 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BYo IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40`RTS-8°Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV8A15CBdesign2 Pole: Resistances (Service I) Ss ctiori Comb. A plied Force Factored Resistance Height* Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) T.n,'f:.er, (lb) (lb) (ft-lb) (ft-lb) (lb) (lb) (ft-lb) (ft-lb) 40.00 0.00, 449.99 3.63 13.65 0.00:L10,099.1133,029.7315,063.2315,295.28 33.25 0.06 631.35 4 11,601,233.81 0.00;L12,491.11.:38,957.7120,286.2421,278.03 17.58 0,071,084.53 2.96:L,570.60 0.00 25,270.34S2,716.5135,347.2138,961.31 0.00 0.071,340.79, 0.211,597.741 0.001 17,152.9963,167.4157,142.0846,430.93 * These height's are above the pole base plate„ 93 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) Folder: 501189 File; P40DAV8A15CBdesign2 Baseplate Analysis (Service I) - Polel - Pole Combined Force Interaction 0.01 C ri I-ical. Wind Direct-ion 0.00 deg Alignment of Bend Line 45.00 deg Boll- Force-. 1,239 lb Bolt -To Bend Line Moment Arm 2.000 in Width of Bending Section 12.335 in Applied Bending Moment 206.50 ft-lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Service I) - Polel - Pole Critical Comb, AppLied Stressf.'actored Resistance Wind Force ps L (psi.) Direct.* Enter. Axial Shear � F'nt Fv (deg) I 0.00 0.02 1,009.6410.00 42,187.50 1 22,500.00 * Per AISC Design Guide I * These are directions toward. which the wind is flowing 94 ANALYSIS OF' VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBSECT: Federal Way/Mastec -40®RTS-8`Davit Arm(115MPH-A15) File; P40DAV8Al5CGdesign2 Folder: 501189 Pole Deflection Information: (Service I) Critical Wind Direction: 0.00 Height X-Defl.'Y-Defl.'Deflection Angle - X Deflection Angle - Y (ft) (in) (in) (deg) (deg) 40.0000 1.91 0.00 0.46 0.00 37.5000 1.66 0.00 0.46 0.00 35.0000 1.42 0.00 0.46 0.00 33.2500 1.25 0.00 0.46 0.00 30.0000' 0.97 0.00 0.38 0.00 27.5000 0.79 0.00 0.32 0.00 25.0000 0.63 0.00 0.28 0.00 22.5000 0.49 0.00 0.24 0.00 20.0000 0.38 0.00 0.20 0.00 17.5833 0.28 0.00 0.17 0.00 15.0000 0.20 0.00 0.14 0.00 12.5000 0.13 0.00 0.11 0.00 10.0000' 0.08 0.00 0.08 0.00 7.5000 0.04 0.00 0.06 0.00 5.0000 0.02 0.00 0.04 0.00 2.5000 0.00 0.00 0.02 0.00 0.0000 0.00 0.00 0.00 0.00 95 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-B'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV8A15CBdesign2 Pole: Wind and Weight Force Data (Ice) El e,va t ion Centroid Ecc. From Sectjon Sectja"a.n Kz Kd w]ml Wi.nd aT Top of Above Pole CenterlineProjer,,,,-ed Drag Pre s sr:re Force Sect(.on Base (ft) Area cooff. s f) (lb) ift) (ft.) (Et2) ATTCHMT, 1 43.7500 0.0000 14,90 1 06 0.851 0.00 a ATTCHMT. 2 40.0000 13.0000 2.00 1.00 1.04 0.B51 0.00 0 NTTCHMT. 3 17.5833 1.0000 8.33 1.OCI 0.6T 0.851 0.00 0 40.0000 38.7369 0.0000 1.16 1.10 1.03 0.851 0.00 0 37.500CI 36.2377 0.0000 1.23 1.101.020.851 0.00 0 35.0000 34.1193 0.0000 0.91 101.00 O,85 0.00 0; 33.2500 31.6063 0.0000 1.78 1.10 0.99 0.851 0.00 0 30,00(30 28.7395 0.0000 1.45, 1.10 0.97 0.851 0.00 0 27.5000 26.2400 0.0000 1.53 1.10 0.95 0.851 0.00 01 25.0000 23.7405 0.0000 1.60 1.1b0.93 0.85,1 0.00 0 22.5000 21.2409 0.0000 1.67 1.1 0.91 0.851 0.00 0 20.0000 18.7835 0.0000 1.69 1.100.890.85 0.00 0 17.5833 16.2827 0.0000 1.88 1.100.860.85 0.00 0 15.0700 13.7420 0.0000 1.89 1.100.860.85 0.00 0 12.5000 11.2423 0.0000 1.96 1.100.860.B5 0.00 0 10.0666 8.7425 0.0000 2.04 1.100.860.85 0.00 0 7.5000 6.2428 0.0000 2.11 1.100.860.85 AO.0 0 G 5.0000 3.7430 0.0000 2.18 -851 0.00 0 2.5000 1.2433 0.0000 2.26 1.100.8610.85 1 C 96 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40'RTS-8°Davit Arm(115MPH-A15) Folder: 501189 Filet P40DAV8A15CBdesign2 Pole: Forces and Moments (Ice) Section. Forces (lb) Moment (ft-1b) Wind Height* Fx Fy I:I"z Mae My 1'z Direct** (ft) (M ": ) 40.00 8.79 0.00 691.62 0.00 33.04 0.00 0.00 33.25 11.2610.00 985.02 0,001,gob.050.00 0.00 17.58 '7.30 0.00 1,697.55 0.00'2,458.53 0Y 00 0.00 0.00 10.52 0,002,133,420,002,525.940.00 0.00 * These heights are above the pole base plate. ** These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 97 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASMTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) File: P40DAV8A15CBdesign2 Folder: 501189 Pole: Resistances (Ice) _ction Comb. Applied Force Factored Resistance H�-aight* Force Axial Tiear Bend, T I orsion Axial Shear Bend. Torsion (ft) T ri�!,e r. (lb) (pb) (ft-lb) (ft-lb) 0=0.9 0=0.95 (lb) (lb) (ft-lb) (ft-lb) 40.00 0.01 691.62 8.79 33.04 O.OoL1O,099.1133,029.7315,063.2315,295.28 33.25, 0.10 985.02 11.2 6 1,900.05 0.0-0,112,491.11 38,957.71 20,286.24 21,278.0 3 17.58 1 5 7.30,2,458.51 0.601 25,270.34 52,716.51,35,347.21 38,961 31 0.1112,133.4=!2,525.941 0,001 17,152...99163,167.41[57,142.08146,430.9-1 These heights are above the pole base plate. 98 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV8A15CBdesign2 Baseplate Analysis (Ice) - Polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 1,962 lb Bolt-To-Bend Line Moment Arm 2.000 in Width of Bending Section 12.335 in Applied Bending Moment 327.04 ft-lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Ice) - Polel - Pole Critical Comb. Applied Stress Factored Resistance Wind Force (psi) (P I I Direct.*Inter.--jj"hej r- F'nt Fv (deg) 0.00 0.04 1,598.22J_0.00 42,1137.50122,500.00 * Per AISC Design Guide 1 * These are directions toward which the wind is flowing 99 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-8®Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV8A15CBdesign2 Pole Deflection Information: (Ice) Critical Wired Direction: 0.00 Height K-Def1.'Y-Defl.Deflection Angle - X Deflection Angle - Y (ft) (in) (in) (deg) (deg) 40.0000 3.00 0.00 0.73 0.00 37.5000 2.62 0.00 0.73 0.00 35.0000, 2.24 0.00 0.72 0.00 33.2500 1.97 0.00 0.72 0.00 30.0000 1.53 0.00 0.59 0.00 27.5000 1.24 0.00 0.51 0.00 25.0000 0.99 0.00 0.44 0.00 22.5000 0.78 0.00 0.38 0.00 , 20.0000 0.59 0.00 0.32 0.00 f17.5833 0.44 0.00 0.27 0.00 15.0000 0.31 0.00 0.22 0.00 12.5000 0.21 0.00 0.17 0.00 10.0000 0.13 0.00 0.13 0.00 7.5000 0,07 0,00 0.09 0.00 5.0000 0.03 0.00 0.06 0.00 2.5000 ' 0.01 0.00 0.03 0.00 0.0000 ' 0.00 0.00 0.00 0.00 100 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Design Criteria Design Code AASHTO-2015 Fatigue Category N/A Ultimate Wind Speed (mph) 115.0 Truck Gust No Mean Recurrence Interval. 1700 Galloping No Service Level Wind Speed (mph) 0A Natural Wind Gust No AASHTIO Ice Included ? Yes Elevation of Foundation Above Surrounding Terrain (ft) De,;ign Summary - Pole Height (ft) Skzaft Weight (lb) 7J Line Diameter jtz�p Di.a. in) 40.00 Section Characteristics Section I ShaEe Round Top Dia. (in) 5.400 Base Diameter (in) 11.000 Thickness (in) 0.13450 Length (ft) 40.0000 Weight (lb) 464 e Tap r (in/ft) 0,14000 Yield Strength (ks.i.) 55 Material 5105 - A595 101 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10°Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Base Plate Shape Square Material 870 - A36 Width (in) 16.500 Thickness (in) 1.50000 Yield Strength (ksi) , 36 Base Weld Type I SOCKET Anchor Bolts Material S100 - F1554. Bolt diameter (in) 1.25 Bolt circle diameter (in) 15.00 Quantity 4 Yield Stren th (ksi) 55 Tensile strength (ksi) 75 102 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mas1tec -401RTS-1.0'Davit Arm(115MPH-A15) Folder. 501.189 File. P40DAVl0Al5CBdes.ign2 Design Summary - Luminare Arms Luminaire A7r.m 1. Style Span Length (ft) 10.000 Orientation (deg) 0.00 'Top Member Shape Round. Base O.D. (in) 4.37 Outer End O.D. (in) 2.68 Thickness (in) 0.11960 Attachment 33.25 Height (ft)l Rise (ft)l 6.5000 Slope at Base (deq)l 3.00 Centroid Location Horizontal (ft) 2.3186 Vertical (ft) 2.1567 Span To Joint (ft) Yield. Strength (ksi) 55 Unbent Length (ft) 6.4545 Unbent Len qth_.to Joint (ft) Material 5105 55 ksi Weight (1b)l 52 These heights are above the pole base plate. Elliptical cross section; first diameter is horizontal. ** Arm orientations are angles from +X axis in X Y plane. X and Y axies are perpendicula:r./paralle.l. to sides of pole base plate. See below. *** If arm is attached with a clamp, height and orientation must not be changed from values shown above without consulting Valmont. 103 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RATS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40°RTS-10@Davit Arm(115MPH-A15) Filer P40DAV10A15CBdesign2 Folder: 501189 Description of EPA Loading Description of Position of 'Mounting Centroid Distance Weight Effective Load Load Height Height To (lb) Projected ** ** Centroid Area (ft) (ft) From Pole (ft2) (ft) D-2Q T1890V Pole 40.0000 43.7500 0.0000 450 14.90 10DAV Luminaire Arm 33.2500 40.0000 13.0000 1 75 2.00 1 4G Cqutp Pale 17,5833 17,5833 1a0000 280 8,33 THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. Y SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF BASE PLATE OR TRANSFORMER BASE. 14 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) File; P40DAV10A15CBdesign2 Folder: 501189 RESULTS SUMMARY - Pole Maximum Combined Force Interaction In Each Major Maximum Reactions Applied To Foundation Component Strength I Bending Moment 44,931.09 ft- Pole (At 0.00 (ft)) 0.09 Torsion 1,252A3 ft-lb b Luminaire Arm 1 0.18 Shear Force 1,386�26 lb Base Plate 0.01 Axial Force 2,146.17 lb Anchor Bolts 0.03 Deflection % (At 40.00 (ft)) 0.537 % Ice Deflection (At 40.00 (ft)) 2.58 in Pole (At 0.00 (ft)) Rotation (At 40.00 (ft)) 0.63 deg Luminaire Arm 1 0.11 Extreme I Base Plate 0.22 Pole (At 0.00 (ft)) 0.83 Anchor Bolts 0.02 Luminaire Arm 1 0.21 Deflection % (At 40.00 0.04 Base Plate 0.32 (ft)) 0.669 % Anchor Bolts 0.69 Deflection (At 40.00 (ft)) 3.21 in Deflection % (At 40.00 (ft)) 6.739 % Rotation (At 40.00 (ft)) 0.78 deg Deflection (At 40.00 (ft)) 32.35 in Rotation (At 40.00 (ft)) 7.21 deg Service I Pole (At 0.00 (ft)) 0.07 Luminaire Arm 1 0.14 Base Plate 0.01 Anchor Bolts 0.02 Deflection % (At 40.00 (ft)) 0.421 % Deflection (At 40.00 (ft)) 2.02 in Rotation (At 40.00 (ft)) 0.49 deg 105 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40®RTS-10°Davit Arm(115MPH-A15) File: P40DAV10AI5CBdesign2 Folder: 501189 Pole Properties Height Diameter Nall Thk.'?,atindne.ss D/t L/T Moments Plastic Area Rad:)7as (ft) (in) (in) Ratio f Section (in2) of MInert-La Modulus Gyration (i�n4) (in3) (i.n) 40.0000 5.40 0.13450 100.0 40.150.00 7.70 3.73 2.22 1.86 37.5000 5.75 0.13450 100.0 42.750.00 9.34 4.24 2.37 1.98 35.0000 6.10 0.13450 100.0 45.350.00 11.20 4.78 12.52 2.11 33.2500 6.35 0.13450 100.0 47.170.00 12.64 5.18 2.62 2.19 30.0000 6.80 0.13450 100.0 50.560.00 15.62 5.97 2.82 2.36 27.5000'' 7.15 0.13450 100.0 53.16'0.00 18.21 6.61 2.96 2.48 75.0000 7,50 0.13450 100.0 55.760.00 21.08 7.29 3.11 2.60 22.500o 7.85 0.13450 100.0 58.360.00 24.23 8.00 3.26 2.73 20.0000 8.20 0.13450 100.0 60.970.00 27.67 8.74 3.41 2.85 17.5833 8.54 0.13450 100.0 63.460.00 31.31 9.49 3.55 2.97 L5.0000 8.90 0.13450 100.0 66.170.00 35.52 10.33 3.70 3.10 12m5000 9.25 0.13450 100.0 68.770.00 39.95 11.17 3.85 3.22 10.0000 9.60 0.13450 100.0 71.380.00 44.73 12.04 4.00 3.34 7.5000 9.95 0.13450 100.0 73.980.00 49.88 12.95 4.15 3.47 5.0000 : 10.30 0.13450 100.0 76.560.00 55.41 13.89 1,4.291 3.59 2a500(') 10.65 0.13450 100.0 79.180.00 61.33 14.86 4,44 3 72 0.0000 11.00 0.13450 100.0 81.780.00 67.66 15.87 4.59 3.84 106 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTSa (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40°RTS-10°Davit Arm(115MPH-A15) File; P40DAV10A15CSdesign2 Folder: 501189 Pole: Forces and Moments (Strength I) sect Lon Forces (:1b) Moment (ft-lb) Wind I-leight" Fx Fy Fz Mx My Mz Direct-- ( t) (deg) 40.00 6.160.00 562.47 '0.00', 23.14 0.00 0.00 33.25 7.87'0.001 798.15 0,001,663,210.00 0.00 17.58 5.020.0C1+1,364.640.002,110.170.00, 0.00 0.00 0.350.001,684.970.002,156.19'0a00 0,00 * These heights are above the, pole base Plate. ** These are directions toward which the wind is flowing.. They are angles from the +X axis in the X-Y plane. 107 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Tay/Mastec -40®RTS-10'Davit Arm(115MPH-Al5) Folder: 501189 File: P40DAVIOA15CBdesign2 Pole: Resistances (Strength I) Section Comb. Applied Force Factored Resistance Height* Force Axial Shear Benda Torsion Axial Shear Bend. Torsion (ft) Tnter. (lb) (lb) (ft-lb) (ft-lb) (�=0.9 �=0.9 �=0.9 (lb) (lb) (ft-lb) (ft-lb) 40.00 0.00 562.47 6.15 23.14 0.00110,099.1133,029.7315,063.2315,295.28 33.25 0.09 798.15 7,871,663.21 0.00112,491.1138,957.7120,286.2421,278.03 17.58 0,091,364.64 5,022,110.17 0.00 25,270.3952,716.51.35,347.21.38,961.31 0.00 0,091,684.97 0.35L2,156.191 3,167.4157,142.0846,490.9.3 * These heights are above the pole base plate. 108 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Baseplate Analysis (Strength I) - Polel - Pole Combined Force Interaction 0.01 Critical- Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 1,641. lb Bolt-To-Bend Line Moment Arm 2.000 in Width of Bending Section 1.2.335 in Applied Bending Moment 273.49 ft--lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Strength I) - Polel - Pole Critical Comb. ApplAed Stressl"actored Resistance Wind Force (p S i) (,psi) Direct.* Inter- Axial Shear ¢ F'nt Fv (deg) 0.00 0.03 1,337.18�O.00 42,187.50122,500.00 • Per RISC Design Guide 1. • These are directions toward which the wind is flowing 109 ANALYSIS OF VALIMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQ[MTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115LMPH-A15) File: P40DAV10A15CBdesign2 Folder: 501189 Pole Deflection Information: (Strength 1) Critical Wind Direction: 0.00 Height �C-Defl.'Y.-D fl. DeflecL[Or» Ang1 e - " Deflection Aey],e - Y (ft) (in) (i.r,) (-g") (deg) 40.0000 2.58 0.00 0.63 0.00 37.5000 2.25 0.00 0.63 0.00 35.0000 1.92 0.00 0.62 0.00 33.2500 1.69 0.00 0.62 0.00 30.0000 1.31 0.00 0.51 0.00 27.5000 1.06 0.00 0.44 0.00 25.0000 0.85 0.00 0.38 0.00 22.5000 0.66 0.00 0.32 0.00 20.0000', 0.51 0.00 0.27 0.00 17.5833 0.3B 0.00 0.23 0.00 15.0000 0.26 0.00 0.19 0.00 12.50001 0.18 0.00 0.15 0.00 L0.0000 0.11 0.00 0.11 0.00 7,5000 0.06 0.00 0.08 0.00 5.0000 0.03 0.00 M5 0.00 2.5000 0.01 0.00 0,02 0.00 0.0000 1 0.00 0.00 0.00 0.00 110 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.5B.0 SUBJECT: Federal Way/Master -40'RTS-10'Davit Arm(115MPH-A15) File: P40DAVl0AI5CBdesign2 Folder: 501189 Pole: Wind and Weight Force Data (Extreme I) Elevati on, UelltroioJ -rcc. From Se.tian 'jectiori Kz Kd WiEid Wind al,,, Top of Above, Pole CenterliriePro-�ecled Drag r e ss n r L,Fa r c,e s a C t i o Bane (ft) Area Coeff. (Pqf) 1,b) (ft) (Et) (ft2j - ATTCHMT 1, 43.7500, 0.0000 14.90 1..,00 1.06 0.85 34.71 517 ATTC HMT 2 40.0000 13.0000 2.00 9..C)(j 1.04 0.85 34.05 68 ATTCHMT. 3 17.5833 1.0000 8.33 1.0010.8710.85 28.63 239 40.j Y,�C)0 38,7369 0.0000 1.16 0.�38 1 03 0.85, 33.84 38 37.5000 36.2377 0.0000 1.23 0.90 1.02 0.85 33.37 37 35.0060 34.1193 0.0000 0.91 --0.8h 1.OQ 0.85t 32.95 25 - 42 33.2500 31.6063 0.0000 1.78 0.7 9 0�99 d.851� 46� 30.0000 M7395 . ....... 0. '13 0.97 0.85 31.78 34 - - 33 27.700 26.2400 0.0000 1.'53 0�69Q.950.85 31.18 25A0100 23.7405 0.0000 1.6f) 0.650.930.85 30.53 32 22 5000 -A1.2409 D�0 Oj 0 M01,,6 7 61.0.910.85 29.82 30, 20 0000 M'?835 M000 1.69 0.580.890.85 1 29.06 2 8 0 8 IV,5833 16.2827 0.0000 1A8 0„�'�5 0.86 0.85 28.20 291 15.0000 13.7420 0.0000 1.89 0.520.B60.85 28.09 28 12.5000 11.2423 0.0000 1.96 0.490.860.85 28.09 27 10.0000 8.7425 0.0000 2.04 0.470.860.85 28.09 2 7.5000 6.2428 0.0000 2„1,1, 0.45 0.860.85 28.09 27 5.0000 3.7430 0.0000 2.18 0.450.860.85 28.09 28 2.5000 0 24331 0.00001 2.26 0.450.860.85 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Flay/Mastec -40'RTS-10®Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Pole: Forces and Moments (Extreme I) Section, Farces (lb) Moment (ft lb) Wind Height* Fx FyE42 Mx My Mz Direct** (ft) (de )_ 40.00 9.35 574.1155 -2,156.29 35.13 0.00 90.00 33.25 12.10 825.6482 -7,076.60 1,380,001,233.97 90.00 17.58 6.91 1,259.66 .92 21,538.70L,816.32''1,252.37 90.000.00 0.25 1,392.45 .33-44,892.58L,660.OF'1,252,62, 90. )0 * These heights are above the pole base plLit..... ** These are directions toward which the wind is flawing. They are angles from the +X axis in the X-Y plane. 112 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Pole: Resistances (Extreme I) Section Comb. A lied Force Factored Resistance 11eight* Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) Triter, (lb) (lb) (ft-lb) (ft-lb) $=O.q (lb) (lb) (ft-lb) (ft-lb) 40.00 0.15 427.55 574.19j 2,156.57 0.00 110,099.11 33,029.73 15,063.23 15,295.28 33.25 0.36 629.82 825.73 7,209.90 1,233.97 112,491.11 38,957.71;20,286.24 21,278.03 1 17.581 0.6�,161.92 1,259.68 21,615.14 1,252.371 25,270.34 52,716.51 35,347.21 38,961.311 1 0.001 0.8311.,.512.331L,392.45 1 44,9=11,252.617,152.9963,167.41,57,142.0846,430.93 These heights are above the pole base plate. 113 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-I0'Davit Arm(115MPH-A15) File: P40DAV10A15CBdesign2 Folder: 501189 Baseplate Analysis (Extreme I) - Polel - Pole Combined Force InteractLon 0.32 Critical Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 35,8431b i Bolt-To-Bend Line Moment Arm 2.000 n Width of Bending Section 12.335 in Applied Bending Moment 5,973.88 ft-lb Factored Bending Resistance 1B,733.06 ft-lb Anchor Bolts Analysis (Extreme I) - Polel - Pole 7-7-itic.1 Comb. AppliedStress Factored Resistance Wind Force (psi) (psi) Direct.*Inter,l Axial Shear � F'nt Fv (deg)_ I 0.00 0.69 338.53�42,187.50122,500.00 • Per RISC Design Guide I • These are directions toward which the wind is flowing 114 ANALYSIS OF VALMONT INDUSTRIE'S LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40"RTS-10°Davit Arm(115MPH-A15) File: P40DAV10A15CEidesign2 Folder: 501189 Pole Deflection Information. (Extreme I) Critical Wind Direction: 90.00 Height X-Deft."Y-Defl. Deflection Angle - X Deflection Angle - Y (ft) (in) (in) (deg) (deg) 40.0000 2.13 32.28 0.55 -7.19 37.5000 1.86 28.58 0.54 -6.95 35.0000 1.60 25.02 0.54 -6.64 33.2500 1.41 22.64 0.54 6.40 30.0000 1.10 18.47 0.44 -5.85 27.5000 0.89 15.53 0.38 -5.39 25.0000 0.71 12.83 0.33 -4.91 22.5000 0.56 10.39 0.28 -4.42 20.0000 0.43 8.20 0.24 -3.93 17.5833 0.32 6.33 0.20 -3.46 15.0000 0.23 4.60 0.16 -2.95 12.5000' 0.15 3.18 0.13 -2.45 10.0000 0.09 2.03 0.10 -1.95 7.5000 0.05 1.14 0.07 -1.45 5.0000 0.02 0.50 0.04 -0.96 2.50001 0.01 1 0.13 0.02 0.48 0.0000 1 0.00 0.00 0.00 0.01 115 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Pole: Wind and Weight Force Data (Service I) Ek,,vation Cen�,raid Ecc, From Section erection Kz Kea Wind Wind at 'Pop of Abo,,oe Pole CenterlineProjected Drag s s u r a Fo rce Sec L ion Base Area Coeff. (Psf) (lb) (ft) (n�) Gft2) ATTCHMT. 1 43.7500 0.0000 14.90 1.001.060.85 0.00 a ATTCHMT. 2� 40.0000 13.0000 2.00 1.00 1.04 0.85 0.00, a ATTCHMT. 3 17.5833 1.0000 8.33 1.000.87 0.85 0.00 40.0000 38.7369 0.0000 1.16 1.10 1.03 0.851 6.00 0 �J'1„5000 36.2377 0.0000 1.23 1.10 1.02 0.851 0.00 0 35.0000 34.1193 0.0000 0.91'' 1.10 L.00 0.851 0.00 01 33.2500 31.6063 0.0000 1.78 1.10 0.99 0.851 0.00 0; 30.0000 28.7395 0.0000 1.45 1.100.97 0.851 0.00 0 27.5000 26.2400 0.0000 1.53 1.10 OA5 0.851 0.00 0 25.0000 23.7405 0.0000 1 60 1.10 0.93 0.851 0.00 0 22.5600 21.2409 0.0000 1.67 1,16 0.910.851 0.00 0 20.0000 18.7835 0.0000 1.69 1.10 0.89 0.851 0.00 0 17.5833 16.2827 0.0000 1.88 1.100.860.85 0.00 0 15.0000 13.7420 0.0000 1.89 1.10 0.86 0.85 0.00 0 12.5000 11.2423 0.0000 1.96 1.100.860.85 0.00 0 ],a.0000 8.7425 0.0000 2.04 1.100.860.85 0.001 0 7.5000 6.2428 0.0000 2.11, 1.300.860.85 0.00 0 5.0000 3.7430 0.0000 2.18 1.1r00.860.85 0.001 0 2-5000 1.2433 0.0000 2.26. 1-100,860.85 0.00 ej 116 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASMTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-I0'Davit Arm(115MPH-AI5) File: P40DAV10A15CBdesign2 Folder: 501189 Pole: Forces and Moments (Service I) SeCL�i'onll Forces (],b) Moment &ft-1,h) Wind He: L Fx Fy I Fz Mx Myu-—=Direct" (deq� 40.00 3.86().00 449.98 0.00 14.50 O.00I 0.00 33.25 j.94 0.00 638.54 0,001,315,860.00 0.00 17.58 3.l4 ).O(II.,091.710.00),656,660.00 0.00 0.00 ().220.00)(,347.970 001.1,685.4610LL001 0.00 _I These hel,ghts are above the pole base plate. These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane, 117 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10°Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Pole: Resistances (Service I) Section Comb. Applied Force Factored Resistance Height* Force Axial Shear Bend. Torsion Axial Shear Benda Torsion ' (ft) Inter. (.lb) (lb) (ft-lb) (ft-lb) =0a9 �=0.9 0=0.9 $=0.95 (lb) (lb) (ft-lb) (ft-lb) 40.00 0.001 449.98 3.86 14.50 0.00'110,099.1133,029.7315,063.2315,295.28 33.25 0.07 638.54 4,941,315.86 0.001112,491.1138,957.7120,286.2421,278.03 17.581 0.07'L,091.71 3.14,1,656.66 0.00 25,270.3432,716.5135,347.2138,961.31 0.00 0.07 1,347.71 0.2211',685.461 0.001 17,152.9963,167.4157,142.0846,430.93 * 'These heights are above the pole base plate. 118 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAVI0A15CBdesign2 Baseplate Analysis (Service I) - Polel - Pole Combined Force Interaction 0.01 Critical Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 1,290 lb Bolt-To-Bend Line Moment Arm 2.000 in Width of Bending Section 12.335 in Applied Bending Moment 215.07 ft-lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Service I) - Polel - Pole Critica] comb. Aj�p],Aed Stress Factored Resistance Wind Force (p s i) (p u) Direct.' Inter. Axial Shear � Int Q Fv (deg) 0.00 0.02 1,051.5410.00 42,187.50 22,500.00 • Per AISC Design Guide I • These are directions toward which the wind is flowing 119 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-IO°Davit Arm(115MPH-A15) File: P40DAV10A15CBdesign2 Folder: 501189 Pole Deflection Information: (Service I) Critical Wind Direction: 0.00 Height X-Def1. Y-Defl. Deflection Angle - McElec:te'aon ; nq]e; " (ft) (in) (in) (deg) (deq) 40.0000', 2.02 0.00 0.49 0.00 37.5000 1.76 0.00 0.49 0.00 35.0000 1.51 0. 00 0.49 0.00 33.2500 1.33 0.00 0.49 0.00 30.000d 1.03 0.00 0.40 0.00 27.5000 0.83 0.00 0.34 0.00 25.0000 0.66 0.00 0.30 0.00 22.5000 6.52 0.00 0.25 0.00 20.0000, 0.40 0.00 0.22 0.00 L7.5833 0.30 0.00 0.18 0.00 15.0000 0.21 0.00 0.15 0.00 12.5000 0.14 0.00 0.12 0.00 10.0000 0.09 0.00 0.09 0.00 7.5000 0.05 0.00 0.06 0.00 5.0000 ' 0.02 0.00 0.04 0.00 2.5000 0.00 0.00 0.02 0.00 0.0000 0.06 6.00 0.00 0.0( 120 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) File: P40DAV10A15CBdesign2 Folder: 501189 Pole: wind and weight Force Data (Ice) Elevation Cenrroid Fcc,. From Seci,,Aon Section; Kr Kd Wind wind at Top of Abome Ejo1e Centorline Pro jecLed Drag Pre=u re Force Section Base (ft) hreF-,l coeff. (P-'s I) (1b) (ft) (It.) UL2), ATTCHMT. 1 43.7500 0A000 14.90 1.001.060.85 0.00 0 ATTCHMT. 2 4DA000 13.0000 2.00 1.00 1.04 0.85 0.00 a ATTCHMT. 3, 17.5833 1.0000 8.33 T-6-0 0.87 0.85 0.00 01 40.0000 38.7369 0.0000 1.16 1.10 1.03 0.85 0.00 2 37.5000 36.2377 .......... 0.0000 1.23 1.101.02 0.85 0.00 0 35.0000 34.1193 0.0000 0.91 1.101.000.85 0.00 0 i 33.2500 31.6063. 0.0000 1.78 1.10 0.99 0.85 0.00 0 30.0000 28.7394_ 0.0000 1.45 1.10 0.970.851 0.00 27.5600 6,2 4 0 01 0.0000 1.53 1.1.0 0.95 0.851 0.00 0 25.0000 23.7405 0.0000 1.60 1.10 0.93 0.851 0.00 0 22.5000 21.2409 0.0000 1.67 1.100.910.85 0.00 0 20.0000 18.7835 0.0000 1.69 1.100A90.85 0.00 17.5833 1.6.2fl2T 0.0000 1.88 1.lao.860.85 0.00 15.0000 13.7420 0.0000 1.89 1.100.860.85, 0.00 a 12.5000 11.2423 0.0000 1.96 1.10 0.86 0.851 0,00 a 10.0000 8.7425 0.0000 2.04 1.10 0.86 0.851 0.00 0, 7.5000 6.2,42 8 0.0000 2.11 1.100.86 0.85 0.00 2 5.0000 3.7430 0.0000 2.18 1.100.860.85 0.00 0 2.5000 1.2433 0.0000 2.26 1.1i00.860.85 0.00 121 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL LDEFLECTEID POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40'RTS-10'Davat Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Pole: Forces and Moments (Ice) section Forces (lb) Moment (ft-7_b) WJnd Height*' Fx Fy Fz Mx My Mz Direct" df0 (deg) 40.00 9.44 0.00 691.62 0.00 35.48 0.00 0.00 33.25 12.250.00, 997.76 .0.00.2,049.580.00 0.00 17.58 7.84 0.00 1,710.30 0.00'2,61-9.78 0.00 0.00 0.00 0.56 0.002,146.170.0012,692.130.01 0.00 * These height: are above the prole base plate,. ** These are directions toward which the wind is flowing. They are angles from the kX axis in the X-Y plane. 122 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV10A15CBdesign2 Pole: Resistances (Ice) Sectirin Comb. Applied Force Factored Resistance Height* Force Axial -Shear Bend. Torsion Axial Shear Bend. Torsion (ft) TnLor , (lb) (lb) (ft-lb) (ft-lb) $=O.q (lb) (lb) (ft-lb) (ft-lb) 40.00 0.01 691.62 9.44 35.48 0.00 L10,099.1133,029.73 L5,063.23,15,295.28 33.25 0.11 997.7612.252,049.58 0.00.'Ll2,491.1138,957.7120,286.2421,278.03 17.581 0.1111,710.30 7,842,619.78, 0.00125,270.34,52,716.5135,347.2138,961.31 0.001 0 11177146.17=12,692.131 0.001 17,172.99163,167.41157,142,.0846,430.93 These heights are above the pole base plate. 123 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: rw708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) File„ P40DAV10A15CBdesign2 Folder: 501189 Baseplate Analysis (Ice) - Polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 2,059 lb Bolt-To-Bend Line Moment Arm 2.000 in Width of Bending Section 12.335 in Applied Bending Moment 343.24 ft-lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Ice) - Polel - Pole Critical Comb. Applied Sl,,�,ress P'actored Resistance Wind Force (Ps 1, (Psi) Direct.*Inter. Axial Shear � �Vnt Fv (deg) 0.00 0.04 1:1,678.161*0.00[42�,187.50122,500.00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing 124 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW70BO44 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal way/Mastec -40°RTS-10'Davit Arm(115MPH-A15) File: P40DAV10A15CBdesign2 Folder: 501189 Pole Deflection Information: (Ice) Critical Wind Direction: 0.00 Height K-Defl.'Y-Defl. Deflection Angle - X'Deflection Angle - Y (ft) (in) (in) (deg) (de_ ) 40.0000 3.21 0.00 0.78 0.00 37.5000 2.80 0.00 0.78 0.00 35.0000 2.39 0.00 0.77 0.00 33.2500112.11 0.00 0.77 0.00 30.0000 1.63 0.00 0.64 0.00 27.5000 1.32 0.00 0.55 0.00 25.0000 1.06 0.00 0.47 0.00 22.5000 0.83 0.00 0.40 0.00 20.0000 0.63 0.00 0.34 0.00 17.5833 0.47 0.00 0.29 0.00 15,0000 0.33 0.00 0.23 0.00 12,5000 0:22 0.00 0.18 i 0.00 10.0000 0.14 0.00 0.14 000 7.5000 0.07 0.00 0.10 0.00 5.0000 0.03 0.00 0.06 0.00 2.5000 0.01 0.00 0.03 0.00 0,0000 0.0o 0.00 0.00 LL 0.01 125 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-201-5 RQMTS. (FINAL DEFLECTED POSITION) BY; IW708044 02/03/2021. VERSION: 23.4.58.0 SUBJECT- Federal Way/Master -401RTS--1-21Davit Arm(1.1-5MPH-AI5) Foldero 501.189 File: P40DAV7-2A1-5CBdesign2 Design Criteria Design Code AASHTO-2015 Fatigue Category N/A Ultimate Wind Speed (mph) 115.0 Truck Gust No Mean Recurrence Interval. 1700 Galloping No Service Level Wind Speed (mph) 0.0 Natural Wind Gust No AASHTO Ice Included ? Yes Elevation of Foundation Above Surrounding Terrain (ft) rjesiqn Summarx - Pole F id Line Diametein)40.0000 1 464 1 0 0 00 Section Characteristics Section - 1. Shape Round Top Dia. (in) 5.400 Base Diameter (in) j 11.000 Thick 0.13450 4 Length (ft) 40.0000 Wei_2LL--(2121))_ 464 Taper (in/ft) 0.14000 Yield Strength (ksi) 55 Material S105 -- A595 126 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WTITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW7708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Wray/Master -40°RTS-12®Davit Arm(115MPH-A15) Folder: 501169 File: P40DAV1.2A15CBdesign2 Base Plate Shape S ware Material S70 - A36 Width (in) 16.500 Thickness (in) 1.50000 Yield Strenqth (ksi) 36 Base W7eld T e SOCKET Anchor Bolts Material S100 - F1554 Holt diameter (in) 1.25 Bolt circle diameter (in) 15.00 Quantity 4 Wield Strength (k,sa.) 55 Tensile strength (ksi) 75 127 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40'RTS-12'Davit Arm(115MPH-A15) File: P40DAV12A15CBdesign2 Folder: 501189 Design Summary - Luminare Arms Luminaire Arm 1, Style Span Length (ft) 12.0000 Orientation (deg) 0.00 Top Member Shape Round; Base O.D. (in) 4.37 Outer End O.D. (in) 2.40 Thickness (in) 0.11960 Attachment 33.25 Height (ft), Rise (ft)l 6.7500 Slope at Base (deg) 3.00 Centraid Location Horizontal (ft) 3.3527 Vertical (ft) 1.6273 Span To Joint (ft) ..... Yield Strength (ksi) 55i Unbent Length (ft) 8.4573 .Unbent Length to joint (ft)_ Material]: 5105 - 55, ksi Weight (lb) 57 These heights are above the pole base plate, Elliptical cross section; first diameter is horizontal, ** Arm orientations are angles from +X axis in X-Y plane. X and Y axies are perpendicular/parallel to sides of pole base plate. See below, *** If arm is attached with a clamp, height and orientation must not he changed from values shown above without consulting Valmont. 128 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BYe IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) File: P40DAV12A7.5CBdesign2 Folder: 501189 Description of EPA Loading Description of Position of Mounting 7entroid Distance Weight,Effective Load Load Height Height To (lb) Projected Centroid Area (ft) (ft) From Pole (ft2) (ft) D-2Q2TI890V Pole 40.0000 43.7500 0.0000 1 450 14.90 12DAV Luminaire Arm 1 33.2500 40.0000 13.0000 '75 2.00 Pole 1 17.5833 17.5833 1.0000 280 8.33 THE VALUES SHOWN IN THIS TABLE MUST NOT BE EXCEEDED WITHOUT CONSULTING VALMONT. ANY SIZES OR OTHER DIMENSIONS NOT PROVIDED BY THE SPECIFYING AGENCY HAVE BEEN ESTIMATED BY VALMONT. ** THESE HEIGHTS ARE ABOVE BOTTOM OF' BASE PLATE OR TRANSFORMER BASE. 129 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021. VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40®RTS-12®Davit Arm(115MPH-Al5) File: P40DAV12A15CBdesign2 Folder: 501189 RESULTS SUMMARY - Pole Maximum Combined Force Interaction In Each Major Maximum Reactions Applied To Foundation Component Strength I Bending Moment 45,569.11 ft- Pole (At 0.00 (ft)) 0.09 Torsion lb Luminaire Arm 1 0.19 Shear Force 1,401.07 ft-lb Base Plate 0.02 Axial Force 1,404.19 lb Anchor Bolts 0.03 2,156.61 lb Deflection % (At 40.00 (ft)) 0.567 % Ice Deflection (At 40.00 (ft)) 2,72 in Pole (At 0.00 (ft)) Rotation (At 40.00 (ft)) 0,67 deg Luminaire Arm 1 0.11 Extreme I Base Plate 0.23 Pole (At 0.00 (ft)) 0.84 Anchor Bolts 0.02 Luminaire Arm 1 0.23 Deflection % (At 40.00 0.04 Base Plate 0.32 (ft)) 0.713 % Anchor Bolts 0.70 Deflection (At 40.00 (ft)) 3.42 in Deflection % (At 40.00 (ft)) 6.829 % Rotation (At 40.00 (ft)) 0.84 deg Deflection (At 40.00 (ft)) 32.78 in Rotation (At 40.00 (ft)) 7.29 deg Service I Pole (At 0.00 (ft)) 0.07 Luminaire Arm 1 0.15 Base Plate 0.01 Anchor Bolts 0.03 Deflection % (At 40.00 (ft)) 0.445 % Deflection (At 40.00 (ft)) 2.13 in Rotation (At 40.00 (ft)) 0.52 deg 130 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12°Davit Arm(115MPH-A15) File: P40DAV12A15CBdesign2 Folder; 501189 Pole Properties Height Diameter Wall Thk. Roundness D/t 'B/T N",otreajlePlastic Area Radius (ft) (in) (in) Ratio of Section (in2) of M Ineri':.La ModuIus Gyration (:).rA) (in3) (in) 40.0000 5.40 0.13450 100.0 40.150.00 7.70 3.73 2.22 1.86 37.5000 5.75 0.134.50 100.0 42.7 0.00 9.34 4.24 2.37 1.98 35.0000 6.10 0.13450 100.0 4 5.35 0.0 01 11.20 4.78 2.52 2.11 33.2500 6.35 0.13450 100.0 47.170.00 12.64 5.18 2.62 2.19 30.0000 6.B0 0.13450 100.0 50.560.00 15.62 5.97 2.82 2.36 27.5000 7.15 0.13450 100.0 53.160.00 18.21 6.61 2.96 2.48 25.0000 7.50 0.13450 100.0 55.760.00 21.08 7.29 3.11 2.60 22.5000 7.85 0.13450 100.0 58.360.00 24.23 8.00 3.26 2.73 20.0000 8.20 0.13450 100.0 60.97D.00 27.67 8.74 3.41 2.85 L7.5B33 8.54 0.13450 100.0 63.480.00 31.31 9.49 3.55 2.97 15.0000 8.90 0.13450 100.0 66.170.00 35.52 10.33 3.70 3.10 L2.5000 9.25 0.13450 100.0 68.770.00 39.95 11.17 3.85 3.22 10.0000 9.60 0.13450 100.0 71.38,0.00 44.73 12.04 4.00 3.34 7.5000 9.95 0.13450 100.0 73.980.00 49.88 12.95 4.15 3.47 5.0000 ', 10.30 0.13450 100.0 76.58'0.00 55.41 13.89 1 4.29 3.59 2.5000 10.65 0.13450 100.0 179.180.00 61.33 1 14A 6 14.44 3.72 0.0000 11.00 0.13450 100 7 8F-.0 01 67.66 1 15.87 1,4.59 3.84 131 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40'RTS-12'Davit Arm(115MPH-A15) File: P40DAV12A15CBdesign2 Folder: 501189 Pole: Forces and Moments (Strength I) Section Forces (lb} Mamenl. (ft-lb8 ! wind Se i phtt ' Fx Fy Fz Mx My Mz F� o't' 40.00 6.520.00' 562.46 0.00 24.50 0.00 0.00 33.25 8.41.0.00 805.50 0,001,767,280.00 0.00 17.58 5.31 0.00 1,371-99 D.00 2,220.56 0.00 0.00 0.00 0,37'10.001,692,31D.002,269.250.00 0.00 These heights are above the pole base plate. ** These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane, 132 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) File. P40DAV12A15CBdesign2 Folder: 501189 Pole: Resistances (Strength I) Section Comb. Applied Force Factored Resistance Hei.cjht' Force Axial Shear Bend. Torsion Axial Shear Bend. I Tors.i.on (ft) (lb) (lb) (ft-lb) (ft-1b) Qs=049 $=O.g A D (lb) (lb) (ft-lb) (f t -1b) 40.00 0.00 562.46 6.52 24.50 0.00 L10,099.11 33,029.73-15,063.2315,295.28 33.25 0.09 805.50 8,411,767.28 0.00,112,411,1138,957,71 1 20,286,2121,278.03 17.58 0.0 911,37 1.99 5.3112,220.5 716.51 35,347.21 38,961.31 0,00 .,692.31 1 0-3712,2 69.2 167.41,57,142.n8 46,430.93 These heights are above the pole base plate. 133 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) F.1.1 �,.e P40DAV12A15CBdesign2 Folder: 501189 Baseplate Analysis (Strength I) - Polel - Pole Combined Force Interaction 0.02 Critical Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 1,707 lb Bolt-To-Bend Line Moment Arm 2.000 in Width of Bending Section 12.335 in Applied Bending Moment 284.46 ft-lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Strength I) - Polel - Pole Critical Comb, Applied Stress:Factored Resis.ance Wind Force (Ps . (Pa-i) Direct.* Inter. AKial Shea F'nt Fv (deg) 0.00 _ 0.03 1,390.79 0.00 42,187.50 22,500.00 • Per RISC Design Guide 1 • These are directions toward which the wind is flowing 134 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV12A15CBdesign2 Pole Deflection Information: (Strength. I) Critical Wind Direction: 0.00 Height( IXC l.Y-D enfl.Deflection Angle - X Deflection Angle - Y t) (in) 40.0000 2.72 0.00 0.67 0.00 37.5000 2.38 0.00 0.66 0.00 35.0000 2.03 0.00 0.66 0.00 33.2500 1.79 0.00 0.66 0.00 30.0000 1.38 0.00 0.54 0.00 27.5000 1.12 0.00 0.46 0.00 25.0000 0.89 0.00 0.40 0.00 2.5000 0.70 0.00 0.34 1 0.00 20.0000 0.53 0.00 0.29 0.00 17.5833 0.40 0.00 0.25 0.00 15.0000 0.2B 0.00 0.20 0.00 12.5000 0.19 0.00 0.15 0.00 L0.ono 0.11 0.00 0.12 0.00 7.5000' 0.06 0.00 0.08 0.00 5.0000 0.03 0.00 0.05 0.00 2.5000 0.01 0.00 0.03 0.00 0.0000 = 0.00 0.00 0.00 135 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV12A15CBdesign2 Pole: Wind and Weight Force Data (Extreme I) - ------ 77d Elevation Cenl-rnid Ecc. From Section Sectjon Kz Ed Wnd at Top of Abov8 Pole CenterlinePro.iecfted Drag Press��re�-"orce Section "as e (ft) Area Coeff'. lPSEI CIb) (ft) (ft) (ft21 AI4 11CFIMT. 1 43.7500 0.0000 14.90 1.001.060.65 34.71 517 ATTI.FMT. 2 40.0000. 13.0000 2.00 1.001.04 0.85 34.06 68 ATTCHMT. 3 17.5833 1.0000 8.33 1.00 0.870.851... 28.63 239 40,0000 38.7369 0.0000 1,16 0.981.030.85 33.84 36 37.5000 36.2377 0.0000 1.23 0 RM.90 1.02 0.85 33.37 3T 35.0000 34.1193 0.0000 0.91 0.85I.000.85 32.95 25 33.2500 31.6063 0.0000 1.78 0.790.990.85 32.42 46 30.0000 28.7395. 0.0000 1.45 0.730.970.85 31.78 34 27.5600 26.2400 0.0000 1.53 0.690.950.85 31.18 331 25.0000 23.7405 0.0000 1.60 0.65 0.93 0.851 30.53 32 22.5600 21.2409 0A000 1.67 0.610.91 0.851 29.82 30 20.0000 18.7835 0.0000 1.69 0.58 0.89 0.851, 29.06 28 17.5833 16.2827 0.0000 1.88 0.5$0.8.66.85 28.20 29 15.0000 13.7420 0.-0000 1.89 J„52 0.86 0.85 28.09 28 12.5000 11.2423 0.0000 1A6 r0.490.860.85 28.09 2T 10.0000 8.7425 0.0000 2.04 0.470.860.85 28.09 27 7.5000 6.2428 0.0000 2.11 OA 0.860.85 28.09 27 5.0600 3.7430 0.0000 2.18 0-. 28.09 28 2,5000 1.2433 0.0000, 2.:,!6 0.450.8E0,85 28.09 29 136 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT° Federal Way/Master -40'RTS-12'Davit Arm(115MPH-A15) File: P40C)AV12A15CBdesir4n2 Folder: 501189 Pole: Forces and Moments (Extreme I) Section Forces (lb) Moment (ft-lb) [(d;ecy) Height Fx Fy Fz Mx My Mz (ft) *40.00 10.20 574a70 426a74 -2,158.48 38.32 0.00 33.25 13.42 845.07 633.31 -7,079.97 1,459.851,381.8417.58 7.56 1,278.881,166.73-21,844.871,909.241,400.47 0.00 ',0.28 1,410.4 1,519,09-45,527.101,956.401,400.74 90.00 These Freights are above the pole base plate. ** These are directions toward which the wind is flowing, They are angles from the +X axis in the X-Y plane. 137 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40®RTS-12°Davit Arm(115MPH-A15) File: P40DAV12A15CBdesign2 Folder° 501189 Pole: Resistances (Extreme I) Section Comb, Applied Force Factored Resistance 13cightl Force Axial Shear I Bend. Torsion Axial Shear Bend, Torsion (ft) r„ xter.. (lb) (lb) (ft-lb) (ft-lb) $=0,9 �=0,9 �=0,9 �=0,95 2,158,82 (lb) (1b) (£t-lb) (ft-lb) 40.00I 0.15 426.74 574.79 0,00110,099,1133,029.7315,063.2315,295,28 33.25 0.361 633.31, 845.18 7,228,91.1,381.84112,491.1138,95"?,71 20,286.2421,278.G3 17.58 0,641,166.731,278.9021,,928,151,400,47 25,270.39.a2,'716,51135,347.2] 38,961.31' 0.00 G7 0.89'1,519,091,410,4945,569,121,400,74 17,152,9963,1 .41 ,57,192.089G,430.9:3 * These heights are above the pole base plate. 138 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) VERSION: 23.4.58.0 BY: IW708044 02/03/2021 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPR-A15) File: P40DAV12A15CBdesign2 Folder: 501189 Baseplate Analysis (Extreme I) - Polel - Pole 0.32 Combined Force Interaction 0.00 deg Critical. Wind Direction 45.00 deg Alignment of Bend Line 36,062 lb Bolt Force. 2.000 in Bolt To_Send Line Moment Arm 12.335 in Width of Bending Section 6,013.68 ft-lb Applied Bending Moment 18,733.06 ft-lb Factored Bending Resistance Anchor Bolts Analysis (Extreme I) Polel Pole 0 Critical-Comb, Applied Stress Factored Resistance Wind Force (psi) (psi) Di tect- Inter. Axia.1 Shear 0 F'nt (p Fv (deg) - 0.00 0.70 30,0 �A 23 8�38 0�,l 8 7-5�O2 2,5 0�C� b 0 • Per AISC Design Guide I • These are directions toward which the wind is :flowing 139 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 File: P4.01)AV12Al5CBdes.ign2 Pole Deflection Information: (Extreme I) Critical Wind Direction: 90.00 Height X-Defl.'Y-Defl.Deflection Angle - X:Deflection Angle - Y', (ft) (in) (in) (deg) (deg) 40.0000 2.24 32.70 0.58 -7.27 37.5000 1.96 28.96 0.58 -7.03 35.0000', 1.68 25.37 0.57 -6.72 33.25001 1.49 22.95 0.57 -6.48 30,0000 1.15 18.73 0.47 5.92 27.5000 0.94 15.75 0.40 -5.46 :25.0000 0.75 13.01 0.35 -4.98 22.5000 6.59 10.54 0.30 -4.48 20.0000 0.45 8.32 0.25 -3.99 17.5833 0.34 6.42 0.21 -3,50 15.00001 0.24 4.66 0.17 -2.99 12.5000 0.16 3.23 0.13 -2.48 10.0000, 0.10 2.06 0.10 -1.98 17.5000 0.05 1.15 0.07 -1.47 5.0000 0.02 0,51 0.05 -0.97 2.5000 0.01 0.13 0.02 -0.48 0.0000 0.00 o,ao 0.00 0.00 140 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT° Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV12A15CBdesign2 Pole: Wind and Weight Force Data (Service I) Elevation Ue4)troid Ecc. From Seoj_i,or SeCt.p.orb Kz Ed Wind Wand at Top of Above Pole Centerline Projected Drag PressureFQrce' Section Base (ft) Area CoeFf. (psf) (lb) (ft) (ft) (ft,2) ATTCHMT. 1 43.7500 0.0000 14.90 1.001-060.85 0.00 (1) ATTCHMT. 2. 40.0000 13.0000 2.00 1.001-040„85 0.00 0 ...... 000 ATTCHMT. 3 17.5833 1.0000 8.33 1.000.870.85 0.001 a 40.0000 38.7369 0.0000 1.16 1.1&)1.030.851 0.00 0 37.5000 36.2377 0.0000 1.23 1,10 1 .02 Q.85 0.00 0 35.0000 34.1193 0.0000 0.91 1.10 1.00 V, 8i 0.00 0 33.2500 31.6063 0.0000 1.78 1.10 o.99 0 85 0.00 0 30.0000 28.7395 0.0000 1.45 1.10 a.9'T10.85 0.00 0 27.5000 26.2400 0.0000 1.53 1.100,95 0,85 0.00 0 25.0000 23.7405 0.0000 1.60 1.100.930.8 O.OG 0 22.5000 21.2409 0.0000 1.67 1.100 9,1 0� 0,85 0.00 0 1 1 20.0000 18.7835 0.0000 1.69 1.100.890.85 0.00 0 17.5833 16.2827 0.0000 1.88 1.10 0,86 Q,85 0.00 0 15.ODOO 13.7420 0.0000 1.89 1.100.860.85 0.00 0 12.5000 11.2423 0.0000 1.96 1.10 d.86 o.85 0.00 0 10.0000 8.7425 0.0000 2.04 1.100.860.85 0.00 2 7.5000 6.2428 0.0000 2.11 1.100.860.85 0.00 0 5.0000 3.7430 0.0000 2.18 1.100.86Q.951 0.00 0 2-50001 1.24331 0.0000 2.26 1.100.860.8,-5 0.00 0 141 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV12A15CBdesiqn2 Pole: Forces and Moments (Service I) Forlas (1b) Moment (ft-lb) Wind Height*, Fx Fy Fz Mx My Mz (ft) 40.00 4.090.00 449.98 O.00 15.35 0.00 0.00 33.25 5.280.00 644.41 1).01� 1,397.9%)AG 0.00 17.58 3.320.00,1,097.590�00 1,742,740.00 0.00 0.00 0.00 0.00 10 230.001,353.8510A� 1,773.1.9 ffm These heights are above the, pole base plate. These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. 142 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40`RTS-12°Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV12A15CBdesign2 Pole: Resistances (Service I) Sec Lion Comb, Applied Force Factored Resistance E1 C[ah'it* Force Axial Shear Bend. oez:Lon Axial Shear Bend. Torsion (ft) Ynter, (lb) (lb) (ft-lb) (ft-lb) 0=0,9 0=0.9 0=0.9 0=0.95 (lb) (lb) (ft-lb) (ft-lb) 40.00 0.00 449.98 4.091 15.35 0.00)'L10,099.1133,029.73'15,063.23L5,295,28 33.25 0.07 644.41 5,281,397.94 0.0(1112,491,1138,957.71'20,286,2421,278,03 17.58 0,071,097.59 3,321,742.74 0.00 25,270.3452,716.5135,347.2138,961.31. 0.00 0,071,353.85 0,231,773.19 0,001 17,152.9963,167.4157,142,0846,430.93 * These heights are above the pole base plate. 143 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) BY: iw708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm,(115MPH-A15) File: P40DAV12A15CBdesign2 Folder: 501189 Baseplate Analysis (Service I) - Polel - Pole Combined Force Interaction oAl Critical Wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 1,342 lb Bolt-To-Bend Line Moment Arm 2.000 in Width of Bending Section 12.335 in Applied Bending Moment 223.59 ft-lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Service I) - Polel - Pole fritical Comb. Applied Strers�Llactorp.d Resistance!, Wind Force (psi) (psi) Direct.*Inter. Axial Shear Q F'nt Fv (deg) I 0.00 0.03 1,093. 0.00 42,187.50 22,500.00. * Per AISC Design Guide 1 * These are directions toward which the wind is flowing 144 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40®RTS-12°Davit Arm(115MPH-A15) Fi1ea P40DAV12A15CBdesign2 Folder: 501189 Pole Deflection Information- (Service I) Critical Wind Direction. 0.00 Height X-Defl. Y Defl.iDeflection Angle - X Deflection Angle - Y (ft) (in) (in) (deg) (deg) 40.0000 2.13 0.00 0.52 0.00 37.5000 1.86 0.00 0.52 0.00 35.0000 1.59 0.00 0.52 0.00 33.2500, 1.40 0.00 0.52 0.00 30.0000' 1.08 0.00 0.42 0.00 27.5000 0.88 0.00 0.36 0.00 25.0000 0.70 0.00 0.31 0.00 22.5000 0.55 0.00 0.27 0.00 20.0000 0.42 0.00 0.23 0.00 17.5833 0.31 0.00 0.19 0.00 15.0000 0.22 0.00 0.15 0.00 12.5000 0.15 0.00 0.12 0.00 10.0000 0.09 0.00 0.09 0.00 7.50001 0.05 0.00 0.07 0.00 5.0000 0.02 0.00 0.04 0.00 2.5000 0.01 0.00 0.02 0,00 0.0000 0.00 0.00 0.00 0.00 145 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) File: P40DAV12A15CBdesign2 Folder: 501189 Pole: Wind and Weight Force Data (Ice) Elevation Centroid Ecc. From sf--Ct[,0e1 secl.].on Kz Kd Wand W.L",Id at Top of Above Pole Centerlineprojecterl Drag PressureForce Section B a t"i e (ft) Arf,a roefi. L) (1b) (ft) (ft) (ft,2) - ATTCHMT. 1 43.1500 0.0000 14.90 1.00=06 0.85 0.00 0 ATTCHMT. 2 40.0000 13.0000 2.001 Il 00 1.040.B5 0.00 0 ATTCHMT. 3 17.5833 1.0000 8.33 1.o)0.870.85 0.00 0 40.0000 38.7369 0.0000 1.16 1.10 1.03 0.85 0.00 0 37.5000 36.2377 0.0000 1.23 1.10 1.02 0.85 0.00 0 35.0000 34.1193 0.0000 0.91 1.101.00 0.85 0.00 0 33.2500 31.6063 0.0000 1.78 11100.990.85 0.00 0 30.0000 28.7395 0.0000 1.45 1.100.970.85 0.00 0- 27.5000 26.2400 0.0000 1.53 1.100.95i0.85 1 0.00 0, 25.0000 23.7405 0.0000 1.60 1.10 .93 0.q 0.00 01 22.5000, 21.2409 0.0000 1.67 1.100.91 0.851 0.00 0 20.0000 18.")835 0.0000 1.69 1.100.890.85 1 0.00 0 17.5833 16.28271 0.0000 1.88 1.100.860.85 1 0.00 0 15.0000 13.7420 0.0000 1.89 1.100.860.85, - 0.00 0 12.5000 11.2423 0.0000 1.96 1.100.860.B5 0.00 0 10.0000 B.7425 0.0000 2.04 1.100.860.85 0.00 G 7.5000 6.2428 0.0000 2.11 1.100.B60.85 0.00 0 5.0000. 3.7430 . .... 010000 2.18 0.8 610.8 5 0.00 0 ---r - -1 BE). 0.00 0 2.5000 1.2433 2.261 1 0.00001 146 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV12A15CHdesign2 Pole: Forces and Moments (Ice) a"ectior Forces (lb) Moment (f: ➢.10) Wind Height:* Fx Fy F,z Mx My Mz D rest*'k (gt) (deg) 40.00 10.09',0.00 691.61 0,00 37.93 0.00 0.00 33.25 13.220.001,008.190.002,199.470.00 0.00 17.58 8.37 0,001,720,740,002,781.3110.00 0.00 0.00 10.59 0,002,156,610,002,858.560.00 0.00 These heights are above the pole base plate. ** These are directions toward which the wind is :Flowing. They are angles from the +X axis in the x-Y plane. 147 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -40'RTS-12°Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV12A15CBdesign2 Pole: Resistances (Ice) S"ect,rw� Comb. Applied Force Factored Resistance weight' Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) Tnf,".er. (lb) (lb) (ft-lb) (ft-lb) =0.9 �=0.9 (lb) (lb) (ft-lb) (ft-lb) 40.00 0.01. 691.6110.09 37.93 0.00110,099.1133,029.7315,063.23'15,295.28 33.25 0.111,008.1913.222,199.47 0.00112,491.1138,957.7120,286.2421,278.03, 17.5B 0,111,720.74 8,372,781.31 0,00 25,270,3952,716.5135,347.2138,961.31 0.00 Oe11',2,156,61 0,592, 558.56 D.001 17,152.9963,167.4157,142.0846,430.93i * These heights are above the pole base plate. 148 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Master -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 File: P40DAV12A15CBdesign2 Baseplate Analysis (Ice) - Polel - Pole Combined Force Interaction 0.02 Critical wind Direction 0.00 deg Alignment of Bend Line 45.00 deg Bolt Force: 2,156 lb Bolt-To-Bend Line Moment Arm 2.000 in Width of Bending Section 12.335 in Applied Bending Moment 359.37 ft-lb Factored Bending Resistance 18,733.06 ft-lb Anchor Bolts Analysis (Ice) - Polel - Pole Critical Comb. ApplAed Resistance Wind Force (Ps 1, ps Direct.* Inter- Axial Shear Int Fv (deg) lB7.50122 0.00 0.04 1,757.03�0.0 0 = 500.00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing 149 ALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH SHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23,4.58.0 SUBJECT: Federal Way/Master -40'RTS-12'Davit Arm(115MPH-A15) File: P40DAV12A15CBdesign2 Folder: 501189 Pole Deflection Information: (Ice) Critical Wind Direction: 0.00 Height -Defl Y-Defl„ F')ea lecL 1 o j Angle - X C)ef 1.e+ t i cn Ang l e Y (ft) (in) (in) (deg) (deg) 40.0000 3.42 0.00 0.84 0.00 37.5000 2.99 0.00 0.83 0.00 35.0000 2.55 0.00 0.83 0.00 33.2500 2.25 0.00 0.82 0.00 30.0000 1.74 0.00 0.68 0.00 27.5000 1.41 0.00 0.58 0.00 25.0000 1.12 0.00 0.50 0.00 22.5000 0.88 0.00 0.43 0.00 20.0000 0.67 0.00 0.36 0.00 17.5833 0.50 0.00 0.31 0.00 L5.0000 0.35 0.00 0.25 0.00 12. 0000 0.23 0.00 0.20 0.00 10.0000 0.14 0.00 -0.15 0.00 7.5000 ' 0.08 0.00 0.10 0.00 5.0000 0.03 0.00 0.07 0.00 2.5000 0.01 0.00 0.03 0.00 0.0000 0.00 0.00 0.00 0.00 150 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -FOUNDATION BASE REACTIONS (115MPH-A15) File: MAXFDNREACTIONS Folder- 501189 RESULTS SUMMARY - Pole Maximum Combined Force Interaction In Each Major Maximum Reactions Applied To Foundation Component Strength I Bending Moment 45,569.11 ft- Pole (At 0.00 (ft)) 0.09 Torsion lb Luminaire Arm 1 0.19 Shear Force 1,401.07 ft-lb Base Plate 0.02 Axial Force 1,404.19 lb Anchor Bolts 0.03 2,156.61 lb Deflection % (At 40.00 (ft)) 0.567 Ice Deflection (At 40.00 (ft)) 2.72 in Pole (At 0.00 (ft)) Rotation (At 40.00 (ft)) 0.67 deg Luminaire Arm 1 0.11 Extreme I Base Plate 0.23 Pole (At 0.00 (ft)) 0.84 Anchor Bolts 0.02 Luminaire Arm 1 0.23 Deflection % (At 40.00 0.04 Base Plate 0.32 (ft)) 0.713 % Anchor Bolts 0.70 Deflection (At 40.00 (ft)) 3.42 in Deflection % (At 40.00 (ft)) 6.829 % Rotation (At 40.00 (ft)) 0.84 deg Deflection (At 40.00 (ft)) 32.78 in Rotation (At 40.00 (ft)) 7.29 deg Service I Pole (At 0.00 (ft)) 0.07 Luminaire Arm 1 0.15 Base Plate 0.01 Anchor Bolts 0.03 Deflection % (At 40.00 (ft)) 0.445 % Deflection (At 40.00 (ft)) 2.13 in Rotation (At 40.00 (ft)) 0.52 deg 151 valmont industries, Inc., Foundation Design Filename :C:\impax\project\FdnData\501189FDN.lfn Title :P40DAv12A15CBdesign2 Engineer :IW708044 Date :2/3/2021 12:00:00 AM Foundation Summary Depth Required by Torsion 2.06 (ft) Depth Required by Layered Broms 6.50 (ft) Depth Required Overall 6.50 (ft) Depth overage 2.00 (ft) Total Depth Provided 9.00 (ft) 152 Valmont industries, Inc. Foundation Design Filename :C:\impax\project\FdnData\501189FDN.lfn Title :P40DAV12A15CBdesign2 Engineer :IW708044 Date :2/3/2021 12:00:00 AM Skin Friction - (Torsional Analysis) Reactions at Top of Foundation M = Moment 45569 (ft-lbs) Torsion 1401 (ft-lbs) P = Shear 1404 (lbs) Axial 2157 (lbs) TO := Torsion Overload = 1.50 Foundation Properties b = Foundation Diameter 4.00 (ft) Elevation of Foundation top 0,50 (ft) Calculation of Required Depth by Soil Layer Soil Layer . 1 Soil Type NonCohesive Soil Description : Loose Non-Cohesive u := Friction factor 0.25 w := Effective unit weight 105 (pcf) Friction Angle 30.00 (degrees) Kp := Passive Press. Coeff. 3.00 d ._ Required Layer Depth 2.06 (ft) OBTop :4 overburdeon press. 0 (psf), @ top of layer OBBot :4 overburdeon press, 216 (psf), @ bot of layer Torsional Strength provided : u * pi * bA2 * Kp * d * 0.125 * (oBTop + OBBot) Torsional Strength provided : 2101 (ft-1 s) Total Depth Required 2.06 (ft) Total torsional strength provided 2101 (ft-lbs) Total torsional strength required 2102 (ft-lbs) 153 Valmont Industries, Inc. Foundation Design Filename :C:\impax\project\FdnData\501189FDN.Ifn Title :P40DAV12A15cBdesign2 Engineer :Iw708044 Date :2/3/2021 12:00:00 AM Modified Brohms - (shear and Bending Analysis) Reactions at Top of Foundation overload Unfactored Reactions Factors Factored Reactions Moment 45569 (ft-lbs) 2.00 Moment 91138 (ft-lbs) Torsion 1401 (ft-lbs) 1.50 Torsion 2102 (ft-lbs) shear 1404 (lbs) 1.50 Shear 2106 (lbs) Axial 2157 (lbs) 1.50 Axial 3236 (lbs) Foundation Properties Foundation Diameter 4.00 (ft) Elevation of Foundation top 0.50 (ft) Pier Length 7.00 (ft) Pier Depth in soil 6.50 (ft) Soil Properties Layer Soil Type Thickness Top Depth Density Cohesion Kp Phi (ft) (ft) (pcf) (psf) (deg) 1 Noncohesive 10.00 0.00 105.0 3.000 30.00 2 Noncohesive 10.00 10.00 105.0 3.000 30.00 soil Properties / Forces Layer Thickness Overburdeon Pressure Lateral Resistance Soil Force (ft) Top(psf) Bot(psf) Top(lb/ft) Bot(lb/ft) (lbs) 1 4.66 0 489 0 17601 40979 1 1.84 489 683 -17601 -24570 -38873 Shear and Moments along foundation length Distance below top shear Moment of foundation (ft) (lbs) (ft-kips) 0.00 2106 92017 0.70 2031 92431 1.40 575 93343 2.10 -2732 92588 2.80 -7892 88870 3.50 -14904 80891 4.20 -23768 67356 4.90 -34484 46968 5.60 -30694 22134 6.30 -16273 5696 7.00 0 0 Total Depth Required 6.50 (ft) 154 Valmont Industries, Inc. Foundation Design Filename :C:\impax\project\FdnData\501189FDN.lfn Title :P40DAV12A15CBdesign2 Engineer :IW708044 Date :2/3/2021 12:00:00 AM Reactions at TOP of Foundation M = Moment 45569 (ft-lbs) Torsion 1401 (ft-lbs) P = Shear 1404 (lbs) Axial 2157 (lbs) VO := Shear Overload = 1.50 TO = Torsion Overload = 1.50 Steel Properties variables As = Min. required longitudinal reinforcing steel (in2) P = Min. longitudinal reinforcing steel ratio ----- ACI 318-99 Concrete Moment Check ----- Per Section 15.8.2.1 Steel Properties = 0.005 As = 9.05 (in2) ----- AASHTO 1994 Concrete Moment Check ----- Steel Properties = 0.005 As = 9.05 (in2) Per AASHTO 8.17.2.1.3 the maximum spacing of longitudinal bars must be less thatn 12 inches in the pattern ----- IBC 2000 Concrete Moment Check -_--- Section 1809.1.2.1 Cat 0 p = 0.0025 pg.444 Steel Properties = 0.0025 As = 4.52 (in2) ----- Round Section with Circular Core Method Concrete Moment Check ----- Steel Properties LF = 2.00 Load Factor As = 2„97 (in2) phiv = 0.75 phiA = 0.65 Assuming tension controls (eccentricity>balanced) condtion use the the Whitney-Hognestad formula. DpRt = Depth to Rotation (ft) DpRt = 4.6564 ECC = (Depth to Rotation) + Mx / vy (ft) m = 60000 / (0.85 * fc) phiA = 0.650 rf_ratio = Reinforcment Ratio varl = ((0.85 * ECC / B) - 0.38)A2 var2 = rf_ratio * m * (B - 8 in) / (2.5 * B) var3 = ((0.85 * ECC / B) - 0.38) r_ra = (phiA * 0.85 * fC * BA2 *((varl + var2)A0.5 - var3)) - (Axial * LF) Use a reinforcement ratio that will result in r_ra equaling approximately 0: rf_ratio = 0.0016 r ra = -9.431 As = 2.97 (in2) SUMMARY OF LONGITUDINAL REINFORCEMENT AASHTO 3.17.1.2 Steel Increase DESIGN AREA STEEL Method 1 ACI Asl = 9.048in2 Asl_total= Asl * 1.0 Asl_total= 9.048in2 Method 2 AASH As2 = 9.048in2 As2_total= As2 * 1.0 As2_total= 9.048in2 Method 3 IBC As3 = 4.524in2 As3_total= As3 * 1.0 As3_total= 4.524in2 Method 4 Whit As4 = 2.968in2 As4_total= As4 * 1.3 As4_total= 3.947in2 circumf = PI * (B - 12 in) circumf = 113.097 in 155 use 12 #8 Bars Area Provided 9.48 (in2) > Required Area Req. Long. Spacing = circumf/(# bars) Req. Long. spacing = 11.00in < 12in OK Concrete Properties B = Foundation Diameter 4.00 (ft) fc = Concrete Strength 3000 (psi) Concrete Design Shear Strength Vu = vy * vo (lbs) Vu = 2106.00 phiv = Concrete Shear Phi factor phiv = 0.75 Cvr = Cover (in) LDia Longitudinal bar diameter (in) SDia = Stirrup diameter (in) Phi * vc = phiv * 2 * (fc)A0.5 * (B - (Cvr + LDia / 2 + SDia)) * B Phi * Vc -= 157744.10 (psi) Phi * VC > Vu OK Concrete Design Torsion Strength Tu = Mt * TO (lbs) Tu = 2101.50 x2y = 0.1875 * PI * BA2 X2y = 65144.0652648379 Ct = ((B - (Cvr + LDia / 2 + SDia)) * B) / x2Y Phi * TC = (0.8 * (fC)A0.5 * * x2Y) / (1 + (0.4 * Vu) / (Ct * Tu))A0.5 Phi * TC = 2598865.27 (psi) Phi * TC > Tu OK 156 use 12 #8 Bars Area Provided 9.48 (in2) > Required Area Req. Long. Spacing = circumf/(# bars) Req. Long. Spacing = 11.00in < 12in OK Concrete Properties B = Foundation Diameter 4.00 (ft) fc = Concrete Strength 3000 (psi) Concrete Design Shear Strength Vu = vy * vo (lbs) Vu = 2106.00 phiv = Concrete Shear Phi factor phiv = 0.75 Cvr = Cover (in) LDia = Longitudinal bar diameter (in) SDia = Stirrup diameter (in) Phi * vc = phiv * 2 * (fC)A0.5 * (B - (Cvr + LDia / 2 + SDia)) * B Phi * vc = 157744.10 (psi) Phi * VC > Vu OK Concrete Design Torsion Strength Tu = Mt * TO (lbs) Tu = 2101.50 X2y = 0.1875 * PI * BA2 X2y = 65144.0652648379 Ct = ((B - (Cvr + LDia / 2 + SDia)) * B) / X2Y Phi * TC = (0.8 * (fC)A0.5 * * X2Y) / (1 + (0.4 * Vu) / (Ct * Tu))A0.5 Phi * TC = 2598865.27 (psi) Phi * TC > Tu OK 156 Attachment 3 VIER Report {ERM17010.DOCX;1/13104.080005/} 45 AT&T MOBILITY-CRAN/SMALL CELL RADIO FREQUENCY(RF)SAFETY COMPLIANCE LETTER F��� S I��E of A Nion LETTER Date: 9/7/2020 Band Model 700 850 PCS AWS WCS SGHz m Antenna Power Input(W) Galtronics GQ2412-06623 0 0 160 l i. i:'I 0 0 0 PURPOSE OF THIS DOCUMENT This document confirms that the AT&T Mobility Centralized Radio Access Network(CRAN)or Small Cell defined below meets Federal Communications Commission (FCC) RF safety compliance requirements specified in 47 CFR §1.1310, if the actions specified in the "Compliance Actions" and "Completing this Compliance Letter Document"sections of this document are completed before the CRAN or Small Cell is placed into service. DEFINITION OF SMALL CELLS INCLUDED IN THIS COMPLIANCE LETTER The small cell antenna and its operating parameters covered by this Compliance Letter are: a) a<nteiiriin as:Galtronics GQ2412-06613 b) Lowest Antenna a°: ai teir°I'uulne IV°iva°:'uiLlht:22 feet above ground level c) .I raarn iran6^uuHkxn l�:ra~"q uei n(Je :PCS,AWS d) C aaAira°nuun Power ummipn,t per fireqnaenc fint a(41,G)Antenna:160,160 e) Antenna IpaarnMons:Top&Side mount(4G position) f) Co-.loca:nhn:aors:No other emitters are on pole/post/mounting location g) No accessible locations(e.g.,other poles,apartment balconies)within 15 feet of the antenna at or near antenna level(this is not the safe distance) cable, loss irmnsidered in thecalculation o saf "' iflstam m for PCS_band 5 dil ra le I s � �idr I h acul tjo of distance f� S band . � INVALIDATION OF THIS COMPLIANCE LETTER This Compliance Letter becomes invalid when any of the conditions above are changed or antenna positioning is altered or additional sectors are deployed The CRAN or Small Cell team managing the cell(s)to which this Compliance Letter applies must inform HQ RAN when any of the listed changes occur and request a new Compliance Letter study. Class 2C Sites:These are host-operated sites. AT&T RAN HQ will review EME reports provided by host companies and determine compliance based on these reports.CL will not be required for host operated sites. AT&T MOBILITY-CRAN/SMALL CELL RADIO FREQUENCY(RF)SAFETY COMPLIANCE LETTER RF SAFETY COMPLIANCE ANALYSIS RF safety compliance was computationally evaluated using theoretical modeling contained in the FCC's OET Bulletin 65, considering a worst-case scenario in which peak power was transmitted 100% of the time was assumed. The results are based on the FCC's maximum permissible exposure limits for the general population. Exposure analysis indicates that the safe distances are: - ® - - 10' COMPLIANCE ACTIONS Leasing Agreements In anticipation of inquiries and concerns of employees, contract workers, and others that may work in close proximity to the antennas (collectively, "Covered Persons"), the leasing agreements will include language that obligates site owners to: 1) Show the antennas to all Covered Persons,as necessary; 2) Instruct all Covered Persons to remain at least 10 feet from the antennas; 3) Instruct all Covered Persons to inform the pole/post owner if there is a need to get closer than 10 feet from the antennas; 4) Instruct all Covered Persons to coordinate work near the antennas with the pole/post owner; 5) Contact AT&T at 800-638-2822, opt.9,3,to arrange for the appropriate antenna(s)to be de- energized when needed if Covered Persons must work near the antennas,to provide confirmation to the Covered Persons when the antenna(s) have been de-energized,and to inform AT&T when it's safe to restore energy to the antennas. In the event any RF modifications are made to a site,AT&T must also reassess the technical parameters of the small cells identified above to confirm compliance with the FCC exposure limits. Signage Actions 1) Two AT&T 8.25" x 8.25" Caution signs must be placed 5 (five)feet beneath the antenna on the antenna's boresight.The Caution sign must specify a distance of 10(ten)feet must be kept from the antenna.The drawing in Appendix D of this document illustrates signage placement. Other options for deployment of signage may be discussed with HQ RAN Compliance Team if the pole/post owner refuses to allow signage to be posted on the pole or if other obstacles arise. The sign will inform the person of the potential for high exposure levels and provide a phone number to call and arrange for power to be removed from the antennas for the duration of work. The drawing in Appendix D of this document illustrates signage placement. Other options for deployment of signage may be discussed with HQ RAN Compliance Team if the pole/post owner refuses to allow signage to be posted on the pole or if other obstacles arise.The sign oo p AT&T MOBILITY—CRAN/SMALL CELL RADIO FREQUENCY(RF)SAFETY COMPLIANCE LETTER will inform the person of the potential for high exposure levels and provide a phone number to call and arrange for power to be removed from the antennas for the duration of work. 2) The pole/post owner should advise all employees that AT&T antennas are located on some poles/posts and that the guidance provided by the signs should be followed. 3) The CRAN or Small Cell team managing the cell(s) must upload this letter into iComply for each pole/post site as confirmation that RF safety signage has been properly installed. Completing this Compliance Letter Document Review the CRAN and Small Cell RF Safety Compliance Job Aid for assistance with completing this Compliance Letter. The job aid may be retrieved from the Densification SharePoint using the link in Appendix C. Actions to be taken by the HQ RF Safety Compliance Team The HQ RAN RF Safety Compliance Team will collaborate with the C&E Densification N-PMO Team to address new issues with signage formatting,deployments, etc., as those issues arise during CRAN/Small Cell deployment. Actions to be taken by the AT&T Market Site Acquisition PM(AMSAP) The AMSAP shall complete the fields below for each site, but are NOT TO SIGN the section below. The AMSAP may account for multiple sites/nodes by entering USIDs, FA#s,and addresses for each in the spaces below. CRAN or Small Cell USID:275860 CRAN or Small Cell FA#:1487402 Site Address:179 SW Campus Drive,Federal Way,WA 99023 Actions to be taken by the RAN RF Design Engineer(RFDE) The RFDE shall populate and approve the fields below, by adding a signature and date. Name of CRAN or Small Cell RF Engineering POC: Karl Ravago(KR575H) Title: RF Design Engineer X Karl Ravago RF Design Engineer Signature: AT&T MOBILITY—CRAN/SMALL CELL RADIO FREQUENCY(RF)SAFETY COMPLIANCE LETTER Upon completing the information above and signing,C&E or RFDE will upload the completed CL as instructed in Appendix B below. Actions to be taken by the Mobility C&E National PMO The Mobility C&E National PMO shall upload a copy of the unsigned CL into a SharePoint location managed by the Mobility C&E National PMO prior to site construction start. Following completion of site construction and signage actions, Mobility C&E PM will upload the signed copy of the CL into iComply,which will flow to FileNet, by following the instructions in Appendix B. APPENDIX A:Accessing the CRAN and Small Cell Compliance Letter Library A library of previously-issued CLs may be consulted to determine whether one of them is applicable to a new deployment. Use this link to access previously issued Compliance Letter letters: �°� L)° ld (As om h aru:e Contact Jan Wise(hw8938)to request access to the CL SharePoint link above. kx:iiIns a lin t gu iiited to IPih!in Staff�qjw!iiiph:i arnentad. I IINh u-u...'P'ayrofl 1 uu b eu s(114 S III'^1i'III1M) ,o*. 1. If all the conditions in a CL are congruent with the conditions for a prospective new deployment,the CL may be applied per guidance given in the main body of this document. 2. If changes,e.g., increase in power,to an existing CL would appear to make it applicable to a new deployment,a request for modification may be made to HQ RAN Compliance Team. 3. If no usable CLS are found in the library,a request for a new CL must be made through the CRAN RF Safety Compliance mailbox(gJ.36I.3@at .(.orn) APPENDIX B: Naming Conventions for Uploading Completed CLs into iComply CLs completed by the field must be uploaded into iComply using the following naming convention: 1. Signed Compliance Letter Letters will be uploaded into iComply 2. If the multiple site/node option is used,the completed CL must be uploaded into all applicable locations. 3. Following file naming convention will be used for CLs when uploading into iComply a. RFS Cert_SC_FA_USID_MMDDYY(Applies to Small Cells) b. RFS Cert_CRAN_FA_USID_MMDDYY(Applies to CRAN) APPENDIX C: Densification SharePoint Link The Densification MPE Studies SharePoint link may be consulted to access: 1. CRAN and Small Cell Class 2 CL Request process flow 2. CRAN and Small Cell RF Safety Compliance Job Aid ob A�ds and MPETer p t AT&T MOBILITY-CRAN/SMALL CELL RADIO FREQUENCY(RF)SAFETY COMPLIANCE LETTER See Appendix D(below) APPENDIX D: Placement of RF Safety Signage. Signage must be ordered from ACP Intl'S( n Inc, according to the guidance in Section 6.2 "ACP Intl signs ordering process (CRAN) in ATT-790-202-062 DAS (Distributed Antenna System) and CRAN (Centralized Radio Access Network)Signage Standard." littp.//ali) .w 11 , i:t:.com n/bm)oli vv ew/book%mBc m(sp?bc)okmiairmw = FT-79()- 02.06 &,fi Iltext 1. Ordering part number for this sign is: "ABOVE R893RPE-5" 2. Sign Dimensions are: height=8.25",width=8.25" 3. Use the supplied number pad to enter the number II into the blank space as shown in the sign diagram 8.25" fA CAUTION A AT&T operates antennas at this structure. Above this point you are entering an area � j where radio frequency(RF)fields may exceed the FCC Occupational exposure limits. �� Follow safety guidelines for working in an ' 8.25 RF environment. Keep ft.away from the fronts of the antennas. Contact AT&T at 800-638-2822,opt.9,3 22' 5' and follow their instructions prior to performing any maintenance or repairs above this point. m. Cell Site USID STONEN SE R"Ms 9, "Camwdori smgns muw III be plllace,ii opjjpo§Rilw each, FEDERAL COMMUNICATIONS COMMISSION (FCC) COMPLIANCE STUDY ON ELECTROMAGNETIC FIELDS EXPOSURE Prepared for: as ec on behalf of 00 uo ,smn:w wls:,, a,t M Site Name: WATCM-046-A Site ID: 27107-046 PSE Pole#103 47.29002° N, 122.33546°W near 178 SW Campus Dr Federal Way,Washington, 98023 FCC COMPLIANCE: AT&T is proposing to enhance its wireless communication service by installing a canister-shaped antenna on top of a proposed new light pole at the location mentioned above. A radio equipment enclosure will be installed on the same pole. The proposed installation will comply with FCC standards and all Applicable Standards for RF Exposure. The conclusion is based on information provided by Mastec/AT&T, on site measurement of existing RF field strength and the RF power density calculations performed in this study. Members of the General Public will not be exposed to hazardous levels of RF energy in the surrounding area of the facility. The operation of the facility will contribute a maximum of 1.9%to existing cumulative Maximum Permissible Exposure (MPE) levels on publicly accessible surfaces at ground level or in adjacent buildings. 27107-046 December 8, 2020 RFSSRP Pa g e 12 QUALIFICATION This report is an engineering statement confirming compliance. I am a Professional Engineer in electrical engineering registered in the State of Washington, Oregon and California. I have been designing electrical systems and writing RF exposure compliance reports for the last 20 years. The information included and calculations performed herein are true and accurate to the best of my knowledge. Sei Yuen Sylvan Wong PE Washington PE Reg. No. 37962 ��� December 8, 2020 i PROTOCOL This study,and the calculations performed herein, is based on OET Bulletin 651 which adopts ANSI C95.1- 1992 and NCRP standards. In particular, equation 10 from section 2 of the guideline is used as a model (in conjunction with known antenna radiation patterns) for calculating the power density at different points of interest. This information will be used to judge the RF exposure level incident upon the general population,and any employee present in the area. It should be noted that ground reflection of RF waves has been taken into account. FCC Maximum Permissible Exposure Levels The FCC's maximum permissible exposure (MPE) is defined as "the rms and peak electric and magnetic field strength, their squares, or the plane-wave equivalent power densities associated with these fields to which a person may be exposed without harmful effect and with an acceptable safety factor level". The FCC defines two exposure environments based on the awareness of persons who are being exposed. RF safety compliance centers on management of these two environments. r Core One Consulting US Ltd. "' " ��������,���1 E Phone: 1 (778)805-2166 .......... m" www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP P G e 13 General Population/Uncontrolled Exposure The General Population/Uncontrolled exposure applies to human exposure to RF fields when the general public is exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public always fall under this category when exposure is not employment-related. Occupational/Controlled Exposure The Occupational/Controlled exposure applies to human exposure to RF fields when persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. These exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above General Population/Uncontrolled limits as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate action. The FCC's MPE limits for the General Population/Uncontrolled and Occupational/ Controlled environments are given in Table land Table 2,respectively. Figure 1 is a graph of both MPEs as functions of frequency. Table 1:MPE Limits for General Population/Uncontrolled Environment Frequency Range Electric Magnetic Power Averaging Time (MHz) Field Field Density for J E J 2, I H I 2, or Strength Strength (mW/cm2) S (Minutes) (V/m) (A/m) 0.3— 1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/f2)* 30 30—300 27.5 0.073 0.2 30 300— 1500 -- f/1500 30 1500- 100,000 -- 1.0 30 f=frequency in MHz * = Plane wave equivalent power density Core One Consulting US Ltd. i C CD Phone: 1 (778) 805-2166 www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP P a g e 1 4 Table 2:MPE Limits for Occupational/Controlled Environment Frequency Electric Magneti Power Averaging Range Field c Field Density Time for (MHz) Strength Strength (mW/cmz) I E I z, I H 12, (V/m) (A/m) or S (Minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30mmmm 1842/f 4.89/f (900/fz)*ITIT 6 ............ ...... . 30-300 61.4 0.163 1.0 6 300- 1500 -- -- f/300 6 1500-100,000 -- -- 1 5.0 6 f-frequency in MHz * = Plane wave equivalent power density 100 N E Cellu ar I)CS Bad Band E10 5 . ,,, ,,� Factor of 5 0 O 1.0 a G ner l l�'IollpWal�.�o ri/ L 04 L 30 300 1500 IIY�����:Introll d 0.1 1,0 10 100 1000 10000 100000 Frequency(MHz) Core One Consulting US Ltd. C0 Phone: 1 (778) 805-2166 U s a www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP P a g e 15 In general, as specified in 47 C.F.R. 1.1307(b), as amended, when the FCC's guidelines are exceeded in an accessible area due to the emissions from multiple fixed transmitters the following policy applies. Actions necessary to bring the area into compliance with the guidelines are the shared responsibility of all licensees whose transmitters contribution to the RF environment at the non-complying accessible area exceeds 5% of the exposure limit (that applies to their particular transmitter) in terms of power density or the square of the electric or magnetic field strength. This applies regardless of whether such transmitters would, by themselves, normally be excluded from performing a routine environmental evaluation. Owners of transmitter sites are expected to allow applicants and licensees to take reasonable steps to comply with the FCC's requirements and, where feasible, should encourage collocation of transmitters and common solutions for controlling access to areas where the RF exposure limits might be exceeded. RF Safety Signs AT&T uses two types of RF safety signs: • Alerting signs • Information signs Alerting Signs Three types of alerting signs, NOTICE,CAUTION,and WARNING,associated with increasing exposure risk relative to the applicable MPE limits are used. They announce the existence of potential RF exposure hazards within the areas they demarcate.The formats of these signs follow the recommendations of the ANSI and IEEE standards regarding colors,wording, and symbols. CAUTION 'mom 11 At AL ON THIS POLE: Beyond This Point you are RADIO FREQUENCY FIELDS NEAR SOME Y Beyond This Point you are ANTENNAS MAY EXCEED FCC RULES FOR entering a controlled area where HUMAN EXPOSURE. entering a controlled area where RF Emissions nrm exceed the RF Emissions exceed the FCC PERSONNEL CLIMBING THIS TOWER FCC Occupational Exposure SHOULD BE TRAINED FOR WORKING RADIO Controlled Exposure Limits %REQUENCV ENVIRONMENTS ANDAND USE A Failure to obey all posted signs and stle PERSONAL RF MONITOR IF WORKING NEAR Obey all poled signs and site Suidetires euidelines could result in serious injury ACTIVE ANTENNAS. '..... for working in an RF ensironmeul - IV( g . ill.F11 I-IRI E1. \TAT 11.Wn F SO FRMN ["W%47 UR 11 W.f J........................e "^�...... ............ ,,,,,,,,,,,,,,,,,,,,,, ,,,,,... ..✓ Core One Consulting US Ltd. Phone: 1 (778) 805-2166 Elie , 11 °� www.coreoneconsulting.com - USA 27107-046 December 8, 2020 RFSSRP P a g e 16 NOTICE signs alert persons that they are attempting to access an area in which RF exposure levels may exceed the General Population/Uncontrolled MPE. CAUTION signs alert persons that they are attempting to enter an area in which RF exposure may exceed the Occupational/Controlled MPE. WARNING signs alert persons that they are attempting to enter an area in which the RF exposure may exceed the Occupational/Controlled MPE by a factor of 10 or greater The NOTICE sign should be installed on the post 4 feet below the antenna. The CAUTION and WARNING signs are not applicable to this site. Information Signs INFORMATION signs instruct persons on what to do and who to contact if they are in, or desire to enter, an area where AT&T operates antennas. Several types of INFORMATION signs are used by AT&T, each of which is identified by unique number. Information Sign 1 AT&T Mobility operates telecommunication7an7te:n.a location. Remain at least 3 feet away from a obey all posted signs. Contact the owner(s)of the antenna(s)before working closer than 3 feet from the antenna. Contact AT&T Mobility at 800-638-2622 prior to performing any maintenance or repairs near AT&T antennas. This is AT&T Mobility Site ff_______ _ Contact the management office If this doorlhatchlgate is found unlocked. i En esl a pwpledad se ,blcan anlenass de Wlec unu r,,6Ones ohereales p or,AT&T Mobility. Favor mantener una di;tancsaa do no mama de 3 Pales y obedecaar t'odos los ov isos, Comuniquese can el propietario o[as propietarios de las antenas antes de trabajar o caminar a una distancia de menos de 3 pies de la antena. - Comuniquese con AT&T Mobility 800.638-2822 antes de realizar cualquier mantenimiento o reparaclones cerca de las antenas de AT&T. Fsta as la estacion base nrimero Favor comunicarse con la oficina de la administracibn del edlficfo si esta puerta o compuerta se encuentra sin candado. lit �..�a.a RLT IYYWr Core One Consulting US Ltd. ORE y° Phone: 1 (778) 805-2166 0 www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP P a g e 17 Information Sign 2 Antennas that are stand-alone (e.g., lamp posts, stadiums) in areas where there is little potential for exceeding the General Population/Uncontrolled MPE except, perhaps, very close to the antenna. In this case, the INFORMATION Sign 2 would be mounted close to the antenna in order to alert maintenance workers. (Note: In areas where the potential exists for exceeding the GP MPE limits, additional compliance action, including alerting signs, may be needed.). uuuuuuim ACTIVE ANTENNAS ARE MOUNTED ON THE OUTSIDE FACE OF THIS BUILDING BEHIND THIS PANEL ❑ ON THIS STRUCTURE STAY BACK A MINIMUM OF 3 FEET FROM THESE ANTENNAS Contact AT&T Mobility at _and follow their instructions prior to performing any maintenance or repairs closer than 3 feet from the antennas. This is AT&T MOBILITY site gn2 www.raduzmm AT&T MoWY'Ry MITIGATION MEASURES: Due to the mounting height of the proposed AT&T antenna, it would not be accessible to the general public. No mitigation measures are necessary to comply with the FCC public exposure guidelines. INTERFERENCE: The proposed communication equipment is certified by the FCC under the equipment authorization procedures set forth in Part 2 of the FCC rules. The equipment operates only within the desired frequency band and spurious emissions are within FCC specifications. AT&T is licensed to operate within the allocated frequency blocks. The proposed antenna usage will not interfere with other adjacent or neighboring transmission or reception communications signals. Core One Consulting US Ltd. Phone: 1 (778) 805-2166 �' * ACOREON www.coreoneconsulting.com t 27107-046 December 8, 2020 RFSSRP P a `; e 18 ON SITE MEASUREMENTS The site was visited on November 30, 2020 at 8:00 am.The weather at the time of the visit was a cloudy morning with a temperature of 457. All accessible areas of the site were inspected. Measurement collection was performed using Narda Survey Meter and Broadband Probe (300kHz to 50 GHz) and was consistent with FCC and Narda procedures in making slow sweeping motions over the area that a person could occupy. In using this broadband instrument,the results represent the cumulative contributions of all RF sources at the measurement locations. Narda Radiation meter NBM-550-S/F-0266 and probe EA- 5091 (NBM) (Calibration Date: October 31, 2019) were used to record spatially averaged power density levels as a percentage of the FCC MPE General Population MPE limits.Table 3 below is the collection of measurement readings. Table 3:Measurement Readings are Spatial Average and Maximum as MPE%of the FCC General Population Limits Location Site Reading Distance Location Site Reading Distance __......__......._� �..._. .......... ................. # Average Maximum to Pole # Average Maximum to Pole % % (ft) % % (ft) 1 0.0167 0.6382 0' 8 0.0150 0.6003 144' 2 0.0272 1.0870 57' 9 0.0127 0.5073 270' 3 0.0209 0.8345 117' 10 0.0114 0.4554 281' ................ ._.� 4 0.0222 0.8862 269' 11 0.0135 0.5385 201' ...... .............___.- 5 0.0193 mm0.7708 354' 12 0.0159 0.6351 91, 6 0.0180 0.7187 482' 13 0.0195 0.7781 248' 7 0.0202 0.8066 265' 14 Measurements taken during the site visit attest that the current maximum spatial average power density reading is 0.03%of the MPE limit for general population/uncontrolled exposure in the surrounding area of the proposed facility. There are no locations in the surrounding area near the facility that will have RF exposure levels close to the MPE limit. Table 4:Distance from proposed Pole to adjacent buildings NORTH NORTH-EAST NORTH-WEST SOUTH 803' 306' 54' N/A Core One Consulting US Ltd. Phone: 1 (778) 805-2166 C OR " m°°°° www.coreoneconsulting.com 2710-4§ December 8, 202O RFSRP PaRe 9 The site map below shows th e measurement locations . . . . . . . . . . . . . . . . . . . . . . . . . . § e : > � w: / y . t .6 J, Core One Consulting US Ltd. Phone: 1 (7) 8 5 2166 www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP P a g e 1 10 PREDICTIVE ANALYSIS The following parameters have been considered in modeling this configuration: Total Ell ANT Centerline Ant# Antenna Antenna Model Frequency (MHz) 1 mmGaltronics OMNI 1900/2100/ 623/6 AGL(ft) 623/64 45'-6" GQ2412-06613 5250 Radios: Nokia AirScale - AHFIB B25, B66, (Max. Tx output:4 x 40W per band) - AZRB B46 (Il (Max.Tx output: 1 W) RF FIELD PREDICTION Calculations have been made to predict RF field strength and power density levels around typical RF sources. In order to evaluate the RF exposure level,the power densities at different locations of interest have been examined. Equation 10 from Bulletin 65 is reproduced here as equation 1: _ 33.4 Fz ERP S R2 (1) Where: S= Power density[uW/cm2] ERP= Effective radiated power[W] R= Distance[m] F= Relative field factor(relative numeric gain) For accessible areas at ground level, the maximum predicted power density level resulting from the AT&T operations is 1.9% of the FCC General Population limits. The result represents worst-case predication and are based on antennas operating at the maximum power level. Core One Consulting US Ltd. y' Phone: 1 (778) 805-2166 COREC] ` °°°°°�° www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP Page 11 This map shows exposure level at ground level and adjacent buildings fIf1 I I I r I I e' II I I( Iv., �Ipry t'.IbffAJ I.fL I � Mi. f F �w 1.1tlU Ir1i1.1I.:M...l,"vd 17 I11 dl'I"tl'Y'll I:':'. 1 *locations outside of white cloud are 0%-1.9%* Core One Consulting US Ltd. j � Phone: 1 (778) 805-2166 7 _ s www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP P a g e 1 12 This map shows the exposure level at the center of the antenna at 45'-6"AGL t, F M y. i f S ISdII�IU Ii'Jd I IBIS I AI I fk7"if,"i pd fhl�i I°Idfal'''f�I I�'Srl If 4'�fal h':: l �, Core One Consulting US Ltd. C 0 R E 1� m Phone: 1 778 805-2166 °� �° www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP P a g e 113 Predicted MPE (General Public)depicted at the center of the vertical zone that a person could occupy NOuNCES*NP6N,7AIIIEIIBl::�I_0 AWEY INAGNBo"°I H ,I'zi;' IAI)�IIMd"tl°�I101: Ap�d'1VVNI' I:;45G �4 � R.I.,u.Q I10L,E F S�cjn can be ondfled�,vhh an approved Sign Waiver Form fenin the pole owner, 21 ' 0% — 100% 100% — 500% .. >500% Core One Consulting US Ltd. V0 R E C "° Phone: 1 (778) 805-2166 ,,,,� ��� _ www.coreoneconsulting.com 27107-046 December 8, 2020 RFSSRP Page 14 SITE PICTURES I V�o View facing North 1'li ll/� Sr n pp l;Y View facing East Core One Consulting US Ltd. "'° �. Phone: 1 (778) 805-2166 ���� C www.coreoneconsuIting.com C.. a 27107-046 December 8, 2020 RFSSRP Par; 15 J` j V µ 4 q, Ae„ l View facing South 1 ui,�� �, v, i 4 4� j View facing West Core One Consulting US Ltd. Phone: 1 (778) 805-2166 C 0 R E N E u s a www.coreoneconsuIting.com er, ,0141 WE'RE MAKING WAVEpS­ IIIIIII I IIIIII rill�� l� III III Illlu IIII, IIII III II m „ I )� IIII IIIII 1��� IIIIIII IIIIIIII 1 1 IIIII III IIII� (IIIIIIII ' Description: • Pseudo Omni Canister Antenna for Outdoor DAS and j� Gray Small Cells ,��j Brown • 2x ports for Low Band 698-896 MHz ,���,, ����� • 4x ports for AWS/PCS/WCS Band 1695-2360 MHz Black G; • 4x ports for CBRS Band 3550-3700 MHz -- �� 3M""Conceal Film • 2x ports for U-Nil Band 5150-5925 MHz* 698-896 111,1695-2360,3550-3700 and 5150-5925 MHz Pseudo Omni Canister Antenna *Compliant to 789033 D02 General U-NII Test Procedures New Rules v01 r04:The antenna meets current U-NII-1 requirements for gain and upper side-lobe performance.Guidelines for Compliance Testing of Unlicensed National Information Infrastructure(U-NII)Devices-Part 15,Subpart E IIIIIIII IIIIIII IIIIIII III IIIIII w IIII r Frequency lllllllBand [MHz] 698-896 1695-2180 2305-2360 3550-3700 5150-5925 Input Connector Type 2x 4.3-10(F) 4x 4.3-10(F) 4x 4.3-10(F) 2x 4.3-10(F) Isolation(min.) 20 dB _...._..._......_... ..... .. ...,_.. w___ .........._... VSWR(max.)/RL(min.) 1.5:1/14.0 dB Impedance 50 O Polarization Dual slant 45°(±45o) Horizontal Beamwidth Omni(360°) Vertical Beamwidth 41.7° 19° 15.91 180 23.70 Gain(max.)- 7.8 dBi 8.9 dBi 9.1 dBi �v8.5 dBi 6 dBi Gain(avg.) ._._ _6.1 dBi. .... ... �--�...... _�..��.......... .. ,�,�.. 7.5 dBi 8.0 dBi 7.9 dBi 5.4 dBi Downtilt 0° Fixed Max Power/Port 100 Watts 100 Watts 50 Watts 1 Watt rn PIM @ 2x43 dBm c <153 dBc N/A N/A LL lulu�lulu llq�IIIIIIIIL IIIIIII .. �uiilP�Illli�ll Illl I�iu IuU�m u�I� � o .2 s N O N O N IO 7 U1 LL O/ T N 758 MHz 1930 MHz 3550 MHz 5800 MHz Copyright©2020-Galtronics Corporation Ltd. Proprietary Information.All rights reserved.Galtronics reserves the right to modify or amend any antenna or specification without prior notice. er;017,T "" 0 1,14 WE'RE MAKING WAVES" llUIIUIIIII UUUUU UUUUU Ulu U II i ��� I III IIU li I II(Y�I IIP V i II, I III 740 MHz 751 MHz 1770 MHz I IIYI YYYIIY '�/ i 2155 MHz 2325 MHz 3580 MHz 0 0 VV o ull �11�� u� G�III�I y II,IIII��IIV�IIIIi I6 � II� I m'u Illp a ullun� II'I I I I W,) ill II'l III I LL ul I uuu I�ui rt��l I ullllumllll I I�I,I I � c 0 -LA dIt ii / aj rq f -1 v v v 3650 MHz 5200 MHz 5850 MHz Copyright©2020-Galtronics Corporation Ltd. Proprietary Information.All rights reserved.Galtronics reserves the right to modify or amend any antenna or specification without prior notice. ,e, 7: WE'RE MAKING WAVES-" ���������� WVIW��W�W i������ (IIIIIIIII� IIIIIIII� �I(III �III IIUUIUU W III IIIIIIIII�0 Mechanical Dimensions .. m ...-m. ,... I u�0,011 REF D°Al � OR 0,0 45` �. F w;r�,ar.r�nuwuuu i "' ,�5� �ti max• e N � y 1695-2360 MHz 'rr,,, J ., 5150-5925 MHz 'E AC }_4 I "� �mmmm i �. ry [b<a rr] 1 / i��� M m -45 b51k"G.�p96 H16fa ©+45= -.45 J 011110h lI Via" W 1695-2360 MHz 91, l /1t 0-�45 0 O ,9 W i 45Q u� . 3550-J,�w49 MHz r"P,"Y I —45 �. 0V 5 ��e lil��p� IIIII IIIIIIIII IIIIIIIIII(III IIIIIIIII�I�IIIIIII udllllll IIIIIIIII IIIIIII�IIIIIIII IIIIIIII III IIIIIIIIII IIIIIIII III�III IIIIIIII Operating Temperature -40'to 158°F(-40°to+70°C) 30.9 Ibs(14 kg) ..............- (Diameter.._.. _. ..._ _.... o Antenna Weight � Antenna Dimension x Height) 14.5"(369mm)x 24.5"(622 mm) o LL Radome Material ASA Radome Color Gray,Brown,Black,3M-Conceal Film o ........... _ Ingress Protection Outdoor(I1365) v Wind Survival Rating 150 mph(241 km/h) B N O N 01 LL N IO Ul Ol OJ K Mating Connector Torque: 4.3-10: 3.7 ft-Ib(5 Nm) Copyright©2020-Galtronics Corporation Ltd. Proprietary Information.All rights reserved.Galtronics reserves the right to modify or amend any antenna or specification without prior notice. NOI�K.IA Air-Scde I ),i Ad I..............R..............1441 1' 25/66 320 W AHRB Capacity, performance, low total cost of ownership and investment protection Nokia AirScale Dual RRH (Remote Radio Head) AHFIB is a dual-band radio that supports bands 25 and 66 - full band - and can operate LTE and NB-loT at the same time. The radio offers a transmit power of 320 W and supports 256 QAM modulation for higher data rates. Nokia's unique book mounting enables faster roll out while the radio-integrated Passive Intermodulation (PIM) cancellation delivers enhanced network performance. Capacity ar-)d perforr-riance AirScale Dual RRH 4T4R delivers 320 W (4x40 W per band) transmit power and can support 2 x 2 MIMO, 4x2 MIMO and 4x4 MIMO. The radio supports 256 QAM modulation in the downlink QQ for up to 30 percent higher throughput. � ow to„ cost f ownershi p With light weight and zero-bolt book mounting, �� AirScale Dual RRH 4T4R allows operators to achieve faster roll outs and more cost-effective installation and maintenance of radios and needs less tower space. rives t ne In r to t li lire t AirScale Dual RRH 4T4R complements the AirScale System Module, offering a complete base station f I solution.AirScale System Module is 5G capable and offers 28 Gbps capacity. AirScale RRH is part of the AirScale Base Station portfolio, the next generation Nokia base station platform, and is backwards p` compatible with the Nokia Flexi Multiradio 10 Base Station to best use an operator's existing investments. Data sheet Nokia AirScale Dual RRH 4T4R AHFIB NOKIA Supported Frequency bands 3GPP Bands 25 and 66 Frequencies Band 25:DL 1930-1995MHz,UL 1850-1915MHz Band 66:DL 2110-2200MHz,UL 1710-1780MHz Number of TX/RX ports 4/4 Instantaneous Bandwidth IBW Band 25/Band 66-full band Occupied Bandwidth OBW Band 25:full band,Band 66:80MHz Output Power 40W per band,80W per TX Supply Voltage/Voltage Range DC-48 V/-36V to-60V Typical Power Consumption 525W(ETSI 24h Avg-4x20W per band,40W per TX port) Antenna Ports 4 ports,4.3-10+ Optical Ports 2 x CPRI 9.8 Gbps ALD Control Interfaces AISG3.0 from ANT 1,2,3,4 and RET (Power supply ANT1 and ANT3) Other Interfaces External Alarm MDR-26 Serial connector(4 inputs,1 Output) DC Circular Power Connector Operational Temperature Range -40"C to 55°C(with no solar load) Dimensions(mm) 560x308x149 mm(without covers or mounting bracket) Height x width x depth Volume(liters) <26(without covers or mounting bracket) Weight(kg) <30(without covers or mounting bracket) Ingress protection class IP65 Installation options Pole,Wall;Book mount:Vertical wall/pole,Horizontal wall Surge protection Class II 5kA Nokia is a registered trademark of Nokia Corporation.Other product and company names mentioned herein may be trademarks or trade names of their respective owners. Nokia Oyj Karaportti 3 FI-02610 Espoo Finland Tel.+358(0)10 44 88 000 Product code:SR1710016899EN(October) 0 Nokia 2017 nokia.com RETURN TO: PW ADMIN EXT: 2700 ID#: 3739 / 3783 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIv: PUBLIC WORKS/Streets ORIGINATING STAFF PERSON. Desiree' Winkler EXT: X2711 3. DATE REQ.BY: �. TYPE OF.DOCUMENT(CHECK ONE): E3 CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT(AG#): ❑ INTERLOCAL ® OTHER Master Lease �. PROJECT NAME: Master Lease - Small Wireless i. NAME OF CONTRACTOR: New Cin Ular Wireless PCS, LLC ADDRESS: TELEPHONE: E-MAIL: FAX: SIGNATURE NAME: TITLE: i. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHEF REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE# BL,EXP. 12/31/ UBI# ,EXP. TERM: COMMENCEMENT DATE:TBD COMPLETION DATE: 10 yrs t. TOTAL COMPENSATION:$ (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: 0 YES a NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: O YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE TO: They pay us. �. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/DATE APPROVED ❑ PROJECT MANAGER ❑ DIVISION MANAGER 8 DEPUTY DIRECTOR DSW/423-20 DSW/8-3-20 8 DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) 6 LAW DEPT ER 5/1/2020 ER 8/17/2020 0. COUNCIL APPROVAL(IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC,D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED ❑ FINANCE DEPARTMENT �LA DEPT vmww GNAT[)RY(MAYOR OR DIRECTOR) Arjldt /I in CITY CLL-RK l ❑ Asslc NIED AGO MiSEi4T:❑ SIGNED COPY RETURNED :OMMENTS: sXECUTE" "ORIGINALS 1/2020 SMALL WIRELESS COMMUNICATION FACILITIES MASTER LEASE AGREEMENT between THE CITY OF FEDERAL WAY and NEW CINGULAR WIRELESS PCS,LLC {ERZ2217010.DOCX;1/13104.080005/} 1 Table of Contents TERMSOF LICENSE............................................................................................................................3 1. Definitions......................................................................................................•----.......................3 2. City Poles...........................................................................................- ---...----..........................._4 3. Allowed Use.........................................................................................................•--.---.-----.--.---..4 4. Effective Date.............................................................................................................................5 5. Term...........................................................................................................................................5 6. Compensation................................................................•-.--.------.................................................6 7. Taxes,Assessments&Utilities...................................................................................................8 8. Permits............................................................................................•---.......--------........................8 9. Non-Interference with City Poles...............................................•.•----.----------...............................8 10. Radio Frequency Interference Study...........................................................................................9 11. City Poles Access& Security........ ...................... .................................................................... 10 12. Hazardous Materials................................................................................................................. 11 13. Pole Replacement............................................................................. ....................................... 11 14. Maintenance/Stewardship•..........................•---•-••--..................................................................... 12 15. Repairs by City; Increased Maintenance Costs;Emergency Situations...................................... 12 16. Sub-license&Assignment by Company................................................................................... 13 17. Sub-license&Assignment by City............................................................................................ 14 18. Improvements,Fixtures and Personal Property;Inspection by City........................................... 15 19. Destruction of or Damage to the City Poles or any Site Structures............................................. 15 20. Condemnation............................................. . ---.-----...------................................................ 16 21. Insurance............................•----......------...........---............---.....------......---.................................... 16 22. Hold Harmless....................•----....------.....-----....--....................................................................... 16 23. Performance Bond.................................................. ............... 18 24. Nondiscrimination.................................................................................................................... 18 25. Stop Work................................................................................................................................ 18 26. Prerequisites for Approval.............................................................................---........................ 19 27. Review of Plans.........................................•---•---.....---............................................................... 19 28. Default;Remedies.....................................•...................................................................•..........20 29. Termination..............................................................................................................................22 30. Cure. ........................................................................................................................................24 31. Relocation. ...............................................................................................................................24 32. Removal of Site Equipment upon Termination of Agreement....................................................24 33. Records;Audits.......................................... ..---.---...---.......................................................25 34. Miscellaneous..................... ...... ............................. ................................................................26 JERZ2217010.DOCX;1/13104.080005/1 2 This SMALL WIRELESS COMMUNICATION FACILITIES MASTER LEASE AGREEMENT hereinafter("Agreement")is entered into by and between the City of Federal Way, a municipal corporation of the state of Washington,hereinafter referred to as (the"City"),and New Cingular Wireless PCS, LLC, a Delaware limited liability company„ hereinafter referred to as (the"Company"). RECITALS WHEREAS,the City owns certain improved real property and structures, described in Exhibit A,attached hereto and incorporated herein(the"City Poles"), and WHEREAS,the City owns the City Poles in its proprietary capacity; and WHEREAS, the Company is engaged in the operation of small wireless facilities ("Small Wireless Facilities", as further defined below)and desires to license from the City, and the City is willing to license the City Poles, described in Exhibit A, attached hereto and incorporated herein. NOW THEREFORE, for valuable consideration the sufficiency of which is hereby acknowledged and in consideration of the terms, conditions, covenants and performances contained herein, it is mutually agreed as follows. TERMS OF LEASE 1. Definitions. 1.1. "City Poles" means street light poles owned and operated by the City in public right-of- way and public utility easements adjacent to the right-of—way and approved for Company's Site Equipment as further described on Exhibit A. The term"City Poles"does not include real property owned by City or the fixtures located thereon or improvements there to, including but not limited to, buildings, water towers and parks. 1.2. "Government Approvals" includes all federal(e.g. FCC and FAA requirements), state and local permits and approvals, including the franchise and compliance with the Federal Way Revised Code (FWRC). 1.3. "Make-Ready Work" means the work required on or in a City Pole to create space for the Site Equipment,which may include,but is not limited to replacing and/or reinforcing the existing City Pole to accommodate the Site Equipment, or rearrangement or transfer of existing Site Equipment and the facilities of other entities, including any necessary fiber connections and electrical power, as further described in Section 13. 1.4. "Site Equipment" means antennas and any associated utility or equipment box, and transmitters, receivers, radios, amplifiers, ancillary fiber-optic cables and wiring, and ancillary equipment for the transmission and reception of radio communication signals for voice and other data transmission, including the means and devices used to attach Site Equipment to City Poles, peripherals, and wiring, cabling, power feeds, and any approved signage attached to the City Poles as further depicted on Exhibit B. 1.5. "Site Lease Addendum" means the document in the form substantially similar to Exhibit C that, when fully executed,incorporates the provisions of this Agreement and authorizes the Company to install,operate,repair,replace,and maintain the Site Equipment on City Poles identified in the specific Site {ETtZ2217010.DOCX;1/13104.080005/) 3 Lease Addendum. A Site Lease Addendum is required in addition to a small wireless facility permit and any right of way use permits required by the City. 1.6. "Small Wireless Facility"means a"small wireless facility"as defined in 47 CFR 1.6002. 2. City Pales 2.1. The City represents as follows: 2.1.1. it owns the City Poles and all appurtenances; 2.1.2. it is fully authorized to enter into this Agreement; and 2.1.3. the individual executing this Agreement is authorized to bind the City to the provisions contained herein. 2.1.4. The City hereby licenses to Company a portion of the City Poles, identified on Exhibit A and as approved on the Site Lease Addenda,the form of which is attached hereto and incorporated herein by reference, together with non-exclusive access rights to and from the City Poles, sufficient for Company's use of the City Poles, as outlined in Section 11 herein. This Agreement allows Company to utilize City Poles within the present limits of the City and as such limits may be hereafter extended through annexation. 2.2. Company's use of an individual City Pole is subject to the City's prior approval of a Site Lease Addendum for each City Pole. 2.3. The authority granted by this Agreement is a limited, non-exclusive authorization to occupy and use certain City Poles as approved by a Site Lease Addendum. Such use must also follow the Federal Way Revised Code(the"FWRC")and all other federal, state, and local laws and regulations. The provisions of this Agreement are expressly contingent upon the approval by the City Council of a valid telecommunications franchise which expressly authorizes the deployment of Small Wireless Facilities in the public right of way. 2.4. Nothing contained within this Agreement shall be construed to grant or convey any right, title, or interest in the City Poles to the Company other than for the purpose of placing and operating the Site Equipment. Further, nothing in this Agreement shall be interpreted to create or vest in Company any easement or other ownership or property interest to any City Poles, property, or rights-of-way. This Agreement shall not constitute an assignment of any of the City's ownership of or other rights to City Poles, property, or rights-of-way. 3. Allowed Use. 3.1. Company may install, operate, maintain, remove, repair and replace, at Company's sole responsibility and expense, Small Wireless Facilities that are consistent with the Site Lease Addendum. Company shall not use the City Poles for any other purpose whatsoever without the prior written consent of the City,which consent may be withheld for any lawful reason. This Agreement does not grant Company the right or license to utilize City Poles for facilities other than Small Wireless Facilities. 3.2. Prior to use of the City Poles by Company, Company and City must execute a Site Lease Addendum, in the form substantially similar to Exhibit C,that covers the specific Small Wireless Facilities and location of the specific City Poles. {ERZ2217010.DOCX;1/13104.080005/} 4 3.3. Company, in the performance and exercise of its rights and obligations under this Agreement, shall not materially or harmfully interfere in any manner with the existence and operation of any and all existing and future public and private rights-of-way,sanitary sewers,water mains,storm drains, gas mains, poles, aerial and underground electrical and telephone wires, traffic signals, communication facilities owned by the City,cable television,location monitoring services,public safety and other existing telecommunications equipment, utility,or municipal property, without the express written approval of the City or owners of the affected property or properties, except as permitted by applicable laws or this Agreement. 3.4. All Site License Addenda are subject to the terms and conditions of this Agreement. Further, the Company acknowledges and agrees that as a result of the City's review of the Site Lease Addenda, the City may deny the installation of Site Equipment outright or require additional terms and/or conditions reasonably related to special circumstances at the subject City Pole location which will be stated in each Site Lease Addendum. The City is under no obligation to accept the installation of the Site Equipment on the City Poles if it determines in its reasonable judgment that the installation will interfere in any way with the City's primary use of the City Poles, or of the public right of way for transportation purposes, including transportation signalization or public safety, city utility, communication facilities or electrical facilities and their maintenance and operations or the City determines that such installation would conflict with City policy as expressed by law,ordinance or regulation. 3.5. Company represents, warrants and covenants that its Site Equipment installed pursuant to this Agreement and each Site Lease Addendum will be utilized solely for providing the following services: the provision of data and voice coverage and capacity for mobile device users or wireless data services. Company is not authorized to and shall not use its Site Equipment to offer or provide any other services not specified herein without prior written permission from the City, and without first obtaining any other necessary permits and approvals, including but not limited to installation and operation of wires and facilities to provide backhaul transmission service to a third party or the expansion of the facility to include additional antenna, radios and other infrastructure that would eliminate concealment or transform the City Poles into a micro or macro cell site as such terms are defined by state and federal law. 3.6. Company shall not place any advertising or lighting devices in,on or about the City Poles, unless such signs or lighting are a part of the design of the pole and provide a public benefit as approved by the City. Examples of installations providing a public benefit include way signage and civic banners. However, Company is required to place a sticker with the contact name and number so that the City can contact the Company as necessary for repairs and in emergency situations. 4. Effective Date All referenco iia this Agreement to the"Effective Date","the date hereof',or similar references shall refer to If no date,then date of last signature. 5. Term The term of this Agreement shall commence as of the Effective Date and shall expire ten(10)years from effective date("Initial Term"). This Agreement will automatically renew for one five(5)year period(the "First Renewal Term"), unless Company provides the City at least ninety (90)days' written notice of its intent not to renew prior to the end of the Initial Term or unless the franchise between the parties is tenninated. At the expiration of the First Renewal Term,this Agreement will automatically renew for one more five(5)year period(the"Second Renewal Tenn"),unless either party provides the other party at least ninety (90)days' written notice of its intent not to renew prior to the end of the First Renewal Term. The Initial Term,First Renewal Term,and Second Renewal Term will collectively hereinafter be referred to as {EM217010.DOCX;1/13104.080005/1 5 the "Term". Within ninety (90) days of the fifth (5th) anniversary and the tenth (10th) anniversary of the Effective Date, the parties will meet and confer in good faith regarding the following terms: bonding requirements, insurance levels, extension of the term, and resolution of any compliance issues, and the parties shall modify such terms as deemed reasonably necessary by the City to ensure the public health, safety and welfare. A Site Lease Addendum shall not extend this Agreement; each Site Lease Addendum shall terminate with the expiration or termination of this Agreement, unless this Agreement is extended by mutual agreement of the parties. 6. Compensation 6.1. Prior to execution of this Agreement, Company shall pay a one-time fee for the City's actual incurred administrative costs related to the development of this Agreement, as provided in a Fee Schedule pertaining to the siting of Small Wireless Facilities approved by City Council, and as may be amended from time to time by the City Council(the"Fee Schedule"). If the amount of administrative costs exceed the amount on the Fee Schedule,then the Company shall pay to the City such additional,reasonable and documented costs within thirty(30)days of an invoice by the City. 6.2. Company is permitted, but not required, to reserve up to ten (10) City Poles at any one time, prior to submitting a Site Lease Addendum for such City Pole. This reservation will expire six (6) months from the date of reservation(the"Reservation Period"),unless Company has submitted a Site Lease Addendum for the specific City Pole. The fees associated with reserving the City Pole shall be in accordance with the Fee Schedule. The City will not approve a Site Lease Addendum from another applicant for any reserved pole during the Reservation Period. 6.3. Company shall be responsible for paying a non-refundable administrative fee for the processing and review of the Site Lease Addenda as further described in the Fee Schedule (the "Administrative Fee") for each City Pole requested in a Site Lease Addendum submitted for review and approval. The Administrative Fee shall be submitted with every Site Lease Addendum as a prerequisite to begin review of the Site Lease Addendum. Company shall have the right to amend the Site Lease Addendum to correct errors or provide additional information without having to pay a second Administrative Fee. Any additional,reasonable and documented costs incurred by the City in excess of the Administrative Fee shall be paid by the Company within thirty (30) days of an invoice by the City. The Administrative Fee may be modified based on the City's analysis of actual costs as described in the Fee Schedule. 6.4. Company shall pay to the City the Rent for each Site Lease Addendum,in advance, on the first day of January through the Term of the Agreement,without any prior notice or demand therefor, and without deduction, offset, abatement, or setoff. "Rent" in the year in which the Site Lease Addendum is submitted to the City shall be included in the Administrative Fee, unless Rent is increased as described in Section 6.5 below;thereafter, the Rent is as described in the Fee Schedule, as may be amended by the City Council. As of the date of the Effective Date of this Agreement, Rent will be based upon actual cost to the City or $270, unless Section 6.5 applies. Rent shall be due regardless of whether Company has installed the Site Equipment on the City Pole, provided that the City has approved the Site Lease Addendum for the City Pole. 6.5. If the Federal Communications Commission's Declaratory Ruling published in the federal register on October 15, 2018 ("Declaratory Ruling") as it pertains to fees for the usage of City Poles is repealed,modified or overturned,in a manner which allows the City to charge additional fees beyond actual costs to the City, the parties agree that Rent shall increase to the fair market value for the use of the City Poles as determined by the City in the Fee Schedule, as may be amended by the City Council. If the Company disagrees with the new Rent amount it may utilize the arbitration process described in RCW {ERZ2217010.DOCX;1/13104.080005/} 6 35.21.860, provided that it requests arbitration within thirty (30) days of the approval of the revised Fee Schedule by the City Council. The increase in Rent for all City Poles in which Company has an approved Site Lease Addendum shall be due sixty (60)days after the City issues the revised Fee Schedule. Rent in the year in which the Site Lease Addendum is submitted to the City shall be paid in full by the Company upon receipt of an approved Site Lease Addendum from the City, and not prorated for a partial year. If after implementation of the increased Rent rate, applicable law is modified so that the increased Rent rate is no longer consistent with applicable law ("Change of Law"), then the Parties agree to promptly amend the Agreement to revise the increased Rent rate consistent with such Change of Law effective as of the date the Change of Law occurred. 6.6. Rent is due annually on or before the 1st of January for the coming year. The Rent as described in Section 6.5 will increase as of January 1st of each successive year by adding an adjustment equal to the greater of the Consumer Price Index for Seattle-Tacoma-Bellevue or three percent(3%)over the Rent paid for the immediately preceding year. 6.7. Company is responsible for and agrees to reimburse the City for electrical service for its Site Equipment. The reimbursement of such electrical services shall be paid to the City if required by the City's electric utility. Company agrees to place an electrical meter on the City Pole if required by the City to determine electrical usage and if permitted by the local utility provider. Notwithstanding the foregoing, Company reserves the right to contract directly with the City's electric utility for the provision of electrical service to its Site Equipment. 6.8. Rent shall be delivered or mailed to the City of Federal Way, attn: Public Works Department. Rent payment must reference the pole location and assigned site identification number. 6.9. Receipt of any Rent or other fees by the City, with knowledge of any breach of this Agreement by Company,or of any default on the part of Company in the observance or performance of any of the conditions or covenants of this Agreement, shall not be deemed a waiver of any provision of this Agreement nor limit the City's remedies to address such breach or default. 6.10. If after the end of the Term, Company continues to maintain Site Equipment on the City Poles without entering into a new license with City,and/or City has not provided written notice to Company that the Agreement will not be renewed, Company shall become a tenant whose occupancy may be terminated upon thirty(30)days written notice. Company shall pay Rent during the hold over period for all Site Lease Addenda in the amount of One Hundred-Fifty percent(150%)of the annual Rent(the"Holdover Rate"). 6.11. If any sums payable to City under this Agreement are not received by the City on or before the fifth (5th) day following its due date, Company agrees to pay interest compounded at the rate of one percent(1%)per month from the due date or the highest rate allowed by law,whichever is greater, but not to exceed eighteen percent (18%) in any event for all Site Lease Addenda for which payment was not received. Where a check is returned to the City by a bank or other financial institution with the indication that the check cannot be honored, there shall be a fee assessed to Company based on the current statutory maximum allowed. City and Company agree that such charges represent a fair and reasonable estimate of the costs incurred by City by reason of late payments and uncollectible checks, and the failure by Company to pay any such charges by no later than thirty (30) days after Company's receipt of written demand therefore by City shall be a default under this Agreement. City's acceptance of less than the full amount of any payment due from Company shall not be deemed an accord and satisfaction,waiver, or compromise of such payment unless specifically agreed to in writing by City. {ERZ2217010.DOCX;1/13104.080005/} 7 6.12. City hereby agrees to provide to Company certain documentation (the "Rental Documentation") evidencing City's interest in, and right to receive payments under, this Agreement, including a complete and fully executed Internal Revenue Service Form W-9, or equivalent, for any party to whom rental payments are to be made pursuant to this Agreement. From time to time during the Term of this Agreement and within thirty (30) days of a written request from Company, City agrees to provide updated Rental Documentation in a form reasonably acceptable to Company. 7. Taxes, Assessments & Utilities. In addition to the Rent, Company shall pay annually in advance to the City the then current, applicable leasehold excise tax, unless the Company is centrally assessed by the State of Washington and provides documentation,that is acceptable to the City,of its central assessment, which evidence shall then be attached to this Agreement as Exhibit D. If Company is centrally assessed by the State of Washington and Company provides satisfactory evidence of its central assessment to City,then for any and all periods that Company reports the property as operating property, as defined in RCW 84.12.200,Company will not be required to pay leasehold excise tax to City. Should the City collect from Company and pay to the Department of Revenue leasehold excise tax which is subsequently determined to be a duplicate payment or over-payment of tax by Company,Company shall not have any claim against the City, but shall look directly to the Department of Revenue for reimbursement. 8. Permits 8.1. Prior to performing any construction, maintenance or repair work on the City Poles, the Company shall secure all necessary federal (including any FCC or FAA requirements), state and local permits and approvals(collectively referred to hereinafter as"Government Approvals")at its sole expense. The City hereby authorizes Company to make any and all applications and/or submissions necessary to obtain all Government Approvals from all applicable governmental and/or regulatory entities required for construction, maintenance, or operation of the Site Equipment on the City Poles. Notwithstanding the above, the City has certain obligations and procedures as a municipality, including but not limited to permitting procedures, zoning requirements and Council approval requirements, and nothing in this Agreement shall be interpreted or applied to deprive the City of the exercise of its administrative or quasi- judicial discretion in any Governmental Approval process, or prevent it from otherwise adhering to its procedures or exercising its obligations under the FWRC. 8.2. Company must obtain Governmental Approvals for each Site Lease Addendum prior to the commencement of any build-out of the Site Equipment. Company shall complete installation of its Site Equipment and commence operations within one(1)year after receipt of Government Approvals. No Site Equipment shall be permitted on the City Poles prior to the granting of such Governmental Approvals. Failure of Company to complete installation, commence operation of the applicable Site Equipment, or apply for Governmental Approvals, as provided above, shall allow the City to terminate the affected Site Lease Addendum upon thirty (30)days' written notice to Company. Company may request, in writing, an extension of the timelines listed in this Section 8.2 for up to an additional three(3)months,provided it has received Government Approvals and commenced installation, which extension shall not be unreasonably withheld, conditioned or delayed. 9. Non-Interference with City Poles 9.1. The City shall not be responsible for interference with the Company's Site Equipment caused by the electronics equipment of the City or any senior lessee or licensee on the City Poles. If such interference occurs and cannot be remedied within thirty (30) days after notice, then the Company may cancel the Site Lease Addendum pursuant to Section 29.2.1,without penalty. {ERZ2217010_DOCX;1/13104.080005/1 8 9.2. Company has an obligation to cooperate with other users of the City Poles to remedy interference. Further,Company may not cause harmful interference(as defined in 47 C.F.R. Section 90.7, 47 C.F.R. Section 10 1.3, and the radio frequency regulations for any other equipment or technology which is present at the subject City Pole) with the equipment of the City or of senior lessees or licensees. City usage may include operation of wireless transceivers attached to City Poles. Within seventy-two(72)hours after notice, Company shall remedy interference caused by Company's Site Equipment. Failure of Company to remedy such interference shall be cause for the City to either disconnect power to the Site Equipment on the specific City Pole or terminate the Site Lease Addendum consistent with Section 28.1. 9.3. Outside of the historic and/or primary use, which includes but is not limited to traffic control infrastructure, emergency management, street lighting,and decorative features such as planters and banners, including future planned primary use of the City Poles, the City shall not use, nor shall the City permit its tenants, employees, or agents to use any portion of the City Poles that are subject of a Site Lease Addendum in any way which materially interferes with the operations of Company authorized by this Agreement. Such new interference shall be terminated within seventy-two(72) hours upon written notice to the City. Notwithstanding the foregoing nothing in this Section shall be construed to imply that Company is seeking or entitled to an exclusive license with the City which will interfere with the historic, and/or primary use, including future primary use of the City Poles by the City. 9.4. The City agrees that it will require any other subsequent occupants outside of the historical uses of the City Poles, which historical uses shall include emergency management,to provide to Company and the City the same assurances against interference, and any subsequent occupants outside the historical uses of the City Poles shall have the same obligation to eliminate any harmful or unreasonable interference with the operations of Company caused by the subsequent occupants. To the extent any Company Site Equipment interferes or disturbs equipment owned by any third party, Company shall notify such third party directly and shall make good faith efforts to resolve the matter with such third party prior to involving the City. 10. Radio Freauency Interference Study 10.1. Company must comply with all laws, including all laws relating to the allowable presence of or human exposure to Radiofrequency Radiation("RFs")or Electromagnetic Fields (`EMFs")on or off the City Poles, including all applicable FCC standards, whether such RF or EMF presence or exposure results from the Site Equipment alone or from the cumulative effect of the Site Equipment added to all other sources on or near the City Poles. Company shall, at its own cost and expense, perform an RF emissions test following installation to validate that the Site Equipment, once installed, complies with the FCC standards. 10.2. If, after Company initiates operation of its Site Equipment, the City has reason to believe that Company's operation of its Site Equipment has caused or is causing any electrical, electromagnetic, radio frequency, or other harmful interference with the operation and use of any other authorized communications facilities on the City Poles,whether operated by the City, emergency network or another pre-existing lessee, user or occupant with rights prior in time to Company, upon notice, Company shall promptly commence curative measures until the interference has been corrected to the reasonable satisfaction of the City of the facilities being interfered with. If such interference has not been corrected within thirty (30) days of Company's receipt of the initial notice from City, Company shall remove the interfering equipment, or portions thereof causing the interference. If, after removal, the interference continues,then Company or City may terminate the Site Lease Addendum upon thirty (30)days' notice to the other party and neither party shall have any further obligations or responsibilities under the Site Lease Addendum. JERZ2217010.DOCX;1/13104.080005/1 9 10.3. Company shall not affix or mount any antennas,devices, equipment or related material,in any manner or in any location which would cause degradation in the operation or use of communications systems at the City Poles which serve the City or other users. This would include but not be limited to adversely impacting the received or transmitted signal strength or patterns of any systems at the site serving the needs of the City. If at any time the operation of Company's Site Equipment interferes with the reception or transmission of public safety, utility or traffic signalization communications, Company shall immediately cease operation ofthe site or the specific portion of the Site Equipment causing the interference until such time as the interference is corrected. 11. City Poles Access&Security Company shall comply with the following: 11.1. Company is hereby granted a non-exclusive right to access the City Poles for maintenance, operation and/or repair of the Site Equipment. Company is required to pull all applicable permits for maintenance, operation, and/or repair(for example, right of way use permits). 11.2. Except in an emergency situation, Company shall use commercially reasonable efforts to perform such repairs during such hours as will minimally interfere with the City's primary use of the City Poles. Company is required to give forty-eight(48)hours advance notice to the City before accessing the City Poles to perform normal/regular maintenance of the Site Equipment or such other period of time as required by the Blanket Annual Right-of-Way Permit. 11.3. Company shall be permitted access to the Site Equipment without being required to give notice in the event of an emergency,provided that the Company shall submit to the City,no later than forty- eight(48)hours after the emergency,or if such 48-hour period falls on a Saturday or Sunday,the following business day,a written report describing the emergency and the reason(s)why immediate access to the City Poles was required. In the event of (i) a public emergency, such as, but not limited to, road failure, evacuation,natural disasters,hazardous substance spills,fatal or serious injury accidents, and/or(ii)during City use at the City Poles, Company's access may, at the reasonable discretion of the City, be temporarily limited or restricted; provided, that any temporary limitation or restriction in Company's access shall be restored as soon as the circumstances shall allow, as determined by the City,in its sole discretion. 11.4. Company shall designate a Site Equipment Manager or a Local Government Affairs Designee, and a secondary contact person to serve as the primary point of contact for thiCity with regard to Site Equipment located on City Poles. The contact information for such contacts is attached hereto as Exhibit G.Company may designate a new Site Equipment Manager or Local Government Affairs Designee by providing notice to the City pursuant to Section 34.5. Company shall communicate and provide notice to the City staff designated on Exhibit G for all maintenance and access requirements. 11.5. Company shall meet with the City, and other telecommunications operators if necessary, upon request, to schedule and coordinate construction and maintenance of the City Poles, Site Equipment and use of the right-of-way. 11.6. Outside the City's regular business hours,Company shall be required to contact the on-call staff detailed on Exhibit G to make arrangements for City staff to provide access. Company shall be responsible for any reasonable costs incurred for the on-call time to respond to the after-hours access. Payment is due thirty(30)days after receipt of invoice. {ERZ2217010.DOCX;1/13104.080005/1 10 12. Hazardous Materials Company shall not cause or permit any Hazardous Materials to be brought upon, stored, used, released or disposed of on the City Poles which would cause the City Poles to be in violation of any applicable laws or which would require remediation or correction to the City Poles. "Hazardous Materials" means any dangerous, toxic or harmful substance, material or waste that is or becomes regulated by any local government authority,the State of Washington, or the United States Government due to its potential harm to the health, safety or welfare of humans or the environment. Company shall be responsible for all spills or other releases of any Hazardous Materials that may occur on the City Poles arising out of Company's activities or caused by the Company,its employees,contractors, subcontractors,or invitees. At Company's sole cost,Company shall promptly conduct any investigation and remediation as required by any applicable laws. 13. Pole Reylacement 13.1. Upon adoption of a city standard small wireless facility pole design(s) within the Public Works Engineering&Construction Standards,the Company shall utilize such pole design or may request modifications to the standard pole design to accommodate its small wireless facility without substantially changing the outward visual and aesthetic character of the design. The Company,upon a showing that use or modification of the standard pole design is either technically or physically infeasible,or that the modified pole design will not comply with the City's ADA, sidewalk clearance requirements and/or would violate electrical or other safety standards, may deviate from the adopted standard pole design and propose a different pole design that is consistent with the requirements of the FWRC. 13.2. Company shall bear all costs for all Make-Ready work, including installing Site Equipment, replacing or retrofitting existing City Poles and running all electrical and telecommunications wiring and conduit to the City Pole. Such costs shall include, but are not limited to, costs for dismantling, removal and disposal of the existing City Poles and appurtenances in compliance with the FWRC,removal and replacement of foundation, replacement streetlight,placement and/or replacement of junction boxes to non-skid boxes, placement of additional conduit, and geotechnical analysis (as appropriate for soil and foundation stability, etc.), applicable restoration of the right-of-way, replacement of hardscape, vegetation or other existing urban design features impacted by the work. Any such replacement shall be subject to prior approval by the City and approved as part of the Site Lease Addendum. If Company or a third party, other than City or Company, acting on Company's behalf would have to rearrange or adjust any of its facilities in order to accommodate the Site Equipment, Company shall be responsible, at Company's sole expense, to coordinate such activity and to pay any such third party for any related expenses. If Company is requested by a third party who has the right to be on the City Pole,to relocate or adjust any Site Equipment to accommodate that third party's facilities,subject to City's written approval of such relocation, Company shall reasonably cooperate with such request. 13.3. The design and appearance of any such replacement poles will need to be approved by City through a Site Lease Addendum prior to installation. The approval of the Site Lease Addendum shall be conditioned on the completion of all Make-Ready Work needed to establish full compliance with the latest edition of the National Electric Safety Code, and with City's regulatory rules and the Public Works Engineering&Construction Standards, and any applicable ADA requirements. 13.4. Upon inspection and acceptance by the City, the Company agrees to assign ownership of any replacement pole(together with the foundation and related access conduits,handholds,etc.)to the City, and prepare any ancillary documentation or agreement. City may require Company to deliver written evidence (reasonably acceptable to the City) of the deed of dedication of the replacement pole (together with the foundation and related access conduits, handholds, etc.), along with the assignment of any {ERZ2217010.DOCX;1/13104.080005/1 11 warranties applicable to the replacement pole, including, without limitation, manufacturer's, installation, and other service provider warranties. 13.5. Where City approves the installation of a replacement pole, the pre-existing pole and foundation must be removed,to the extent required by the City,by Company within ten(10)business days after the installation of the replacement pole and restored to a condition equal to or better than existed prior to such removal. 13.6. Company shall not place any advertising or lighting devices in,on or about the City Poles, unless such signs or lighting are a part of the design of the pole and provide a public benefit as approved by the City. Examples of installations providing a public benefit include wayfinding signage and civic banners. However, Company is required to place a sticker with the contact name and number so that the City can contact the Company as necessary for repairs and in emergency situations. 13.7. A prototype for a City Pole with Site Equipment may be required to be constructed at a site designated by the City for the City's review and approval prior to installation of a Small Wireless Facility on a City Pole,only if there is a deviation from the standard small wireless facility pole design, in order to establish the design and technical feasibility of the Company's Site Equipment, such technical feasibility shall include,but is not limited to,testing for interference with traffic control devices,electrical equipment, lighting, and wireless transceivers. In the alternative to providing a prototype within the City, Company may provide the City with the site location of an existing small wireless facility with the proposed pole design, provided such site location is within forty (40)miles of the City. 13.8. Any replacement pole must include a method by which the City may install a City-standard pole on the replacement pole foundation, in order to ensure that the City can continue to provide street lighting if such replacement pole were ever removed. This can be achieved by either following the same bolt pattern as the existing City Poles, by providing adapter plates to the City, or through another mutually agreeable method, in order to ensure that the City may install a standard Federal Way street light pole on the same foundation in case of knock-down, abandonment, or other reason in which the pole needs to be replaced. 14. Main tenance/Stewardshi 14.1. Company shall, at its own expense and at all times,keep the Site Equipment in good order, repair and condition and keep and use the City Poles in accordance with all laws. Company shall permit or cause no waste, damage or injury to the City Poles. Company is responsible for any damage caused to City Poles by Company and shall coordinate with City an appropriate schedule and plans for repairs to any damaged City Poles. City acknowledges and agrees that Company shall not be responsible for ongoing maintenance of lighting on any City Poles. 14.2. City shall have no obligation to the Company to maintain or safeguard the City Poles, except that City shall not intentionally permit access to the Site Equipment to any third party without the prior approval of Company, except as otherwise provided herein or in an emergency situation. 15. Repairs bv Citvc Increased Maintenance Costs; Emergency Situations 15.1. City reserves the right to make alterations, repairs, maintenance, additions, removals, improvements, and all other similar work to all or any part of the City Poles for any purpose. City shall make a good faith effort to give Company five (5) days prior notice of any City work if such work will impair the operation of the Site Equipment, except in the case of an emergency, in which case, City will provide as much advance notice as is feasible under the circumstances. Such notice shall be given to {ERZ2217010.DOCX;1/13104A80005/} 12 Company or the Company's Site Equipment Manager, if one is available. Further, City shall allow a representative of Company to observe the work and City shall take reasonable steps not to disturb Company's normal use of the Site Equipment. Company's use of the City Poles may not impede or delay City's authority and ability to make any changes to the City Poles. 15.2. Pursuant to the design requirements agreed to between the City and Company, Company shall install a disconnect mechanism to enable the City to temporarily disconnect Company's Site Equipment in order to safely work on the City Poles or in case of an emergency. If the disconnect mechanism is utilized by the City, the City must turn the Site Equipment back on or otherwise reconnect the Site Equipment when the work is complete. 15.3. City shall have no duty to Company to make any repairs or improvements to the City Poles. 15.4. City is not responsible for any third party damage to Site Equipment or the City Pole. 15.5. In the event that the presence of Company's Site Equipment on the City Poles results in increased maintenance or repair costs to the City, Company shall, within thirty (30) days of receipt of written notification by the City, which shall include documentation evidencing such increase as the result of Company's use, pay City for the incremental maintenance or repair costs incurred by the City, if such costs exceed the Rent amount described in Section 6.4. 15.6. In the event of any emergency in which any of Company's Site Equipment endangers the property, life,health, or safety of any person, entity or the City Poles, or if Company's construction area is otherwise in such a condition as to immediately endanger the property, life,health, or safety of any person, entity or the City, Company shall immediately take the proper emergency measures to repair its Site Equipment and to cure or eliminate the dangerous conditions for the protection of property, life,health, or safety of any person, entity or the City. Company shall notify the City, orally or in writing, as soon as practicable following the onset of the emergency. The City retains the right and privilege to take proper emergency measures, as the City may determine to be necessary, appropriate, or useful in response to any public health or safety emergency. If the City becomes aware of an emergency before the Company,then the City shall notify Company by telephone promptly upon learning of the emergency and shall exercise reasonable efforts to avoid an interruption of Company's operations. 15.7. The City will not be liable in any manner,and Company hereby waives any claims,for any inconvenience, disturbance, loss of business, nuisance, or other damage arising out of the City's access to the Site Equipment, including the removal of Company's Site Equipment from a City Pole in an emergency. 15.8. City shall not be liable for any damages to any person or property, nor shall Company be relieved from any of its obligations under this Agreement, as a direct or indirect result of temporary interruption in the electrical power provided to the City Poles. Under no circumstance shall City be liable for indirect, special, incidental, or consequential damages resulting from such an interruption. 16. Sub-license&Agh ment by Company 16.1. Company may not sublicense or co-locate any other broadcast equipment on the City Poles, without express written consent by City,which consent will not be unreasonably withheld. 16.2. Neither this Agreement, nor any rights created by it, may be assigned, or transferred without the express written permission from the City. Any such assignment shall be in writing on a form approved by the City and shall include an assumption of this Agreement and Company's obligations hereunder by the assignee. {ERZ2217010.DOCX;1/13104.080005/1 13 16.3. In the case of transfer or assignment as security by mortgage or other security instrument in whole or in part to secure indebtedness, such consent shall not be required unless and until the secured party elects to realize upon the collateral. Further, no assignment or transfer of this Agreement shall be deemed to occur based on the public trading of Company's stock; provided, however, any tender offer, merger, or similar transaction resulting in a change of control shall be subject to the provisions of this Agreement. 16.4. Notwithstanding the foregoing, Company may assign its interest in this Agreement, without the City's consent,to any entity which controls, is controlled by, or is under common control with Company, or to any entity resulting from any merger or consolidation with Company, or to any partner or member of Company, or to any partnership in which Company is a general partner, or to any person or entity which acquires fifty-one percent (51%) or more the ownership of Company or fifty-one percent (51%)or more of the assets of Company, or to any entity which obtains a security interest in a substantial portion of Company's assets. Further, Company may assign this Agreement and/or any Site Lease Addendum to any entity which acquires all or substantially all of Company's assets within the State of Washington by reason of a merger,acquisition or other business reorganization without approval or consent of City. Any assignment as provided in this Section 16.4 shall be conditioned upon an assumption of all obligations of Company under this Agreement by the assignee; and provided further, that Company shall provide the City with a copy of said written assignment,acceptable to the City,and a copy of the additional insured endorsement and Certificate of Insurance in a and any applicable bonds, all on forms acceptable to the City,prior to the effective date of the assignment. 16.5. The City's consent to one assignment shall not waive the requirement of obtaining the City's consent to any subsequent assignment. 16.6. Except for a permitted assignment as provided in Sections 16.3 and 16.4, Company shall reimburse the City on demand for any reasonable costs that the City incurs in connection with any proposed assignment, including the costs of investigating the acceptability of the proposed assignee and legal costs incurred in connection with considering any requested consent. 16.7. rtJNLY APPLICABLE FOR INFRASTRUCTURE COMPANIES] The Parties acknowledge that Small Wireless Facilities deployed by Company on a City Pole pursuant to this Agreement may be owned and/or remotely operated by a third-party wireless carrier customer("Carriers") and installed and maintained by Company pursuant to existing agreements between Company and a Carrier. The Site Equipment shall be treated as Company's Site Equipment for all purposes under this Agreement and any applicable Site Lease Addendum. Company shall remain solely responsible and liable for the performance of all obligations under this Agreement and applicable Site Lease Addenda with respect to any Site Equipment owned and/or remotely operated by a Carrier. Company shall identify on the Site Lease Addenda the identity of the Carrier on whose behalf it is operating the Site Equipment on each City Pole. Company is not required to submit its contract with such Carrier. 17. Sub-license& Assignment by City 17.1. Should the City sell,lease, license,transfer, or otherwise convey all or any part of the City Poles that are the subject of this Agreement to any transferee other than Company, such transfer shall be subject to this Agreement. 17.2. The City retains the right to sublicense or enter into any type of agreement for any portion of the City Poles for any reason, including but not limited to, co-locating wireless facilities, if it will not harmfully or unreasonably interfere with the Company's use of the City Poles. {ERZ2217010,DOCX;1/13104.080005/} 14 17.3. The City may transfer and assign its rights and obligations hereunder, and no further liability or obligation shall thereafter accrue against the City hereunder, provided that the assignee or transferee assumes,in writing, all of the City's obligations under this Agreement,which shall remain in full force and effect. 18. Improvements, Fixtures and Personal_Properh-; Inspection by Citi' 18.1. The City agrees that, notwithstanding any provision of statutory or common law, the Site Equipment and any other Company improvements to the City Poles, including but not limited to personal property, shall remain the exclusive property of the Company. 18.2. The approved designs of the Site Equipment on a City Pole pursuant to a Site License Addendum are concealment elements intended to maintain the look of a light pole.Accordingly,except with respect to a Minor Modification, any material revision to the Site Equipment listed on a Site Lease Addendum after initial installation shall require the City's prior written approval. Such City approval shall be memorialized in an amendment to the Site Lease Addendum for which Company shall submit an Administrative Fee consistent with Section 6.3. As used in this Section 18.2, "Minor Modification" shall mean routine maintenance and repair of the Site Equipment,or the replacement of an antenna or equipment of similar size,weight and height,provided that such replacement adheres to the requirements of the FWRC and Exhibit B, and does not impact the structural integrity of the pole. Notwithstanding the foregoing, the City and Company acknowledge and agree that the City may, in its discretion, deny any proposed modification to the Site Equipment that undermines or otherwise defeats the concealment elements of a City Pole, as described or depicted in the FWRC or Exhibit B. 18.3. The City may, from time-to-time, access the City Poles to inspect any work done by Company to ensure compliance with the approved plans and specifications,to require reasonable revisions to ensure that the respective uses of the City Poles are compatible, or otherwise. This right to inspect shall not impose any obligation upon the City to make inspections to ascertain the safety of Company's improvements or the condition of the City Poles. 19. Destruction of or Damage to the Ci(-• Poles or any Site Structures. 19.1. If a City Pole or any structure on a City Pole is destroyed or damaged by collision, fire or casualty so as to render the City Poles and/or Site Equipment unfit for use by the City or Company, then the City, at is sole discretion, may replace such destroyed or damage pole with another pole or a standard City Pole, even if such replacement pole is not capable of maintaining the Site Equipment. The Company may request to reinstall the Site Equipment or to replace the pole itself consistent with the applicable Site Lease Addendum, and City shall approve such request provided that such reinstallation is consistent with the currently approved Site Lease Addendum. If Company does not wish to reinstall the Site Equipment, Company or may terminate or amend the Site Lease Addendum without penalty. 19.2. If the Company chooses to reinstall the Site Equipment or a replacement pole and such replacement pole or Site Equipment differs from the approved Site Lease Addendum,then Company shall submit a new Site Lease Addendum or shall amend the Site Lease Addendum. 19.3. City shall not be liable to Company for any direct or indirect or consequential damages including but not limited to inconvenience, annoyance,or loss of profits,nor for any expenses,or any other damage resulting from the collision, fire or casualty,nor from the repair of such damage. {ERZ2217010.DOCX;1/13104.080005/} 15 20. Condemnation If all or any portion of the City Poles is needed, taken, or condemned for any public purpose such that Company cannot use its Site Equipment on the City Poles, either party may terminate this Agreement or the applicable Site Lease Addendum without penalty.All proceeds from any taking or condemnation of the Site or City Poles shall belong and be paid to the City. Company shall have all rights to its Site Equipment and personal property if such equipment or personal property are included in any taking or condemnation. 21. Insurance 21.1. At Company's sole cost and expense, Company shall maintain throughout the term of this Agreement insurance as set forth in Exhibit E,attached hereto and incorporated herein. 21.2. Company's maintenance of insurance as required by this Section 21 shall not be construed to limit the liability of Company to the coverage provided by such insurance, or otherwise limit the City's recourse to any remedy available at law or equity. Further, Company's maintenance of insurance policies required by this Agreement shall not be construed to excuse unfaithful performance by Company. 22. Hold Harmless. 22.1. The City and its elected and appointed officials, officers, employees, contractors, representatives and agents ("Indemnitees") shall not be liable for injury or damage to any persons or property, including City Poles, resulting from the installation (including without limitation Company's replacement of City Poles), operation or maintenance of the Site Equipment on the City Poles. 22.2. Company releases, covenants not to bring suit, and agrees to indemnify, defend, and hold harmless the Indemnitees from any and all claims, costs,judgments, awards, or liability to any person, for injury or death of any person, or damage to property caused by or arising out of any acts or omissions of Company, its agents, servants, officers, employees and contractors in the performance of this Agreement and any rights granted within this Agreement. 22.3. Inspection or acceptance by the City of any work performed by Company at the time of completion of construction shall not be grounds for avoidance by Company of any of its obligations under this Section 22. These indemnification obligations shall extend to claims that are not reduced to a suit and any claims that may be compromised. 22.4. The Indemnitees shall promptly notify Company of any claim or suit and request in writing that Company indemnify the Indemnitees. The Indemnitees' failure to so notify and request indemnification shall not relieve Company of any liability that Company might have, except to the extent that such failure prejudices Company's ability to defend such claim or suit. 22.5. Company shall indemnify, defend and hold harmless the Indemnitees from any and all claims, judgments, damages, penalties, fines, costs, liabilities or losses, including without limitation, diminution in the value of the City Poles, damages for loss or restriction of use of the City Poles, and sums paid in settlement of claims,attorneys' fees,consultant and expert fees,investigation,clean-up,remediation or other costs incurred or suffered by the City, arising out of any use, storage, release or disposal of Hazardous Materials by Company,its employees,contractors, subcontractors,or invitees. Notwithstanding the foregoing, and any other provision in this Agreement, Company shall not be liable or responsible for any environmental condition except to the extent Company causes or exacerbates the condition. This indemnification shall survive the termination or expiration of this Agreement. {ERZ2217010.DOCX;1/13104 080005/} 16 22.6. Company may choose counsel to defend the Indemnitees subject to this Section 22.6. In the event that Company refuses the tender of defense in any suit or any claim, as required pursuant to the indemnification provisions within this Agreement, and said refusal is subsequently determined by a court having jurisdiction(or such other tribunal that the parties shall agree to decide the matter),to have been a wrongful refusal on the part of Company, Company shall pay all of the City's reasonable costs for defense of the action, including all expert witness fees, costs, and attorney's fees, and including costs and fees incurred in recovering under this indemnification provision. If separate representation to fully protect the interests of both parties is necessary,such as a conflict of interest between the City and the counsel selected by Company to represent the City, then upon the prior written approval and consent of Company, which shall not be unreasonably withheld,the City shall have the right to employ separate counsel in any action or proceeding and to participate in the investigation and defense thereof, and Company shall pay the reasonable fees and expenses of such separate counsel, except that Company shall not be required to pay the fees and expenses of separate counsel on behalf of the City for the City to bring or pursue any counterclaims or interpleader action, equitable relief, restraining order or injunction. The City's fees and expenses shall include all out-of-pocket expenses, such as consultants and expert witness fees, and shall also include the reasonable value of any services rendered by the counsel retained by the City (including the use of in-house counsel)but shall not include outside attorneys' fees for services that are unnecessarily duplicative of services provided the City by Company. Each party and indemnitee agrees to cooperate and to cause its employees and agents to cooperate with the other party in the defense of any such claim and the relevant records of each party shall be available to the other party with respect to any such defense. 22.7. Except to the extent that damage or injury arises from the sole negligence or willful misconduct of the Indemnitees, the obligations of Company under the indemnification provisions of this Section 22.6 shall apply regardless of whether liability for damages arising out of bodily injury to persons or damages to property were caused or contributed to by the concurrent negligence of the Indemnitees. Notwithstanding the proceeding sentence,to the extent the provisions of RCW 4.24.115 are applicable,the parties agree that the indemnity provisions hereunder shall be deemed amended to conform to said statute and liability shall be allocated as provided therein. It is further specifically and expressly understood that the indemnification provided constitutes Company's waiver of immunity under Title 51 RCW, solely for the purposes of this indemnification, relating solely to indemnity claims made by the City directly against the Company for claims made against the City by Company's employees. This waiver has been mutually negotiated by the parties. 22.8. Company acknowledges and agrees that Company, bears all risks of loss or damage or relocation or replacement of its Site Equipment and materials installed on City Poles pursuant to this Agreement from any cause,and the City shall not be liable for any cost of replacement or repair to damaged Site Equipment,including,without limitation, damage caused by the City's removal of the Site Equipment, loss of line of sight path, activities conducted by the City, its officials (elected or appointed), officers, agents,employees,volunteers, elected and appointed officials, or contractors, except to the extent any such damage or destruction is caused by or arises from any sole negligence, willful misconduct, or criminal actions on the part of the City, its officials (elected or appointed), officers, agents, employees, volunteers, or elected or appointed officials, or contractors. Company releases and waives any and all such claims against the City, its officers, agents, employees,volunteers, elected or appointed officials, or contractors. 22.9. In no event shall either party be liable to the other for any indirect, incidental, special, consequential, exemplary,or punitive damages,including by way of example and not limitation lost profits, lost revenue, loss of goodwill, or loss of business opportunity in connection with its performance or failure to perform under this Agreement. The Company releases and waives any and all such claims against the City, its officers,agents,employees,volunteers, or elected or appointed officials, or contractors. Company further agrees to indemnify,hold harmless and defend the City against any claims for damages, including, but not limited to, business interruption damages, lost profits and consequential damages, brought by or {ERZ2217010.DOCX;1/13104.080005/} 17 under users of Company's Site Equipment or networks as the result of any interruption of service due to damage or destruction of Company's Site Equipment caused by or arising out of activities conducted by the City, its officials (elected or appointed), officers, agents, employees or contractors. 22.10. The provisions of this Section 22 shall survive the expiration,revocation, or termination of this Agreement. 23. Performance Bond 23.1. Company shall furnish a surety bond or bonds, a copy of which is attached in substantially the same form to this Agreement as Exhibit F, covering faithful performance of this Agreement and payment of all obligations arising thereunder, including but not limited to proper construction, long-term facility maintenance, rent,timely removal of equipment and restoration. The bond shall be in-force during the entire term or subsequent extensions. The bond shall be in a form acceptable to the City. The performance bond for this Agreement shall not only indemnify City for the usual performance provisions of this Agreement, but in addition shall be a bond to guarantee payment of any and all tax liability of any type, kind, nature or description due as a result of this Agreement. Said performance bond shall be issued to City prior to the issuance of any approvals for the construction of its facilities on the licensed property. If City so uses or applies any portion of the performance bond, Company shall upon notice, restore the performance bond to the full amount above specified, and Company's failure to do so shall constitute a material breach of this Agreement. This performance bond shall be in addition to any construction or maintenance bonds imposed by the City as part of its permitting process. This performance bond shall remain in place until all of Company's Site Equipment has been removed by Company unless otherwise permitted to remain by City. The amount of the bond shall be dependent on the number of City Poles used by the Company as follows: a. $100,000 bond for usage of 1-10 City Poles; b. $250,000 bond for usage of 11-50 City Poles; and C. $500,000 bond for usage of 50 or more City Poles. 24. Nondiscrimination Company, for itself, its successors, and assigns as a part of the consideration hereof, does hereby covenant and agree to comply with all civil rights and anti-discrimination requirements of federal, state or local laws applicable to the City Poles, including, without limitation, Chapter 49.60 RCW and Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally assisted programs of the U.S.Department of Transportation---Effectuation of Title VI of the Civil Rights Act of 1964,and as said regulations may be amended. In the event of breach of any of the above nondiscrimination covenants,the City shall have the right to terminate the Agreement without penalty and to re-enter and repossess the City Poles, consistent with Section 29.1. 25. Stop Work If Company defaults in the performance or observation of any covenant or agreement contained in this Agreement, the City, without notice if deemed by the City that an emergency exists, or if no emergency, with thirty(30) days' written notice,may direct Company to stop work and may itself perform or cause to be performed such covenant or agreement and may enter upon the City Poles for such purpose. Such an emergency shall include, but not be limited to, endangerment of life, endangerment of the City Poles or rights of way,or failure of Company to obtain in a timely manner any insurance. Company shall reimburse {ERZ2217010.DOCX;1/13104.080005/1 18 the City the entire cost and expense of such performance within thirty (30) days of the date of the receipt of the City's invoice. Any act or thing done by the City under the provisions of this Section 25 shall not be construed as a waiver of any agreement or condition herein contained or the performance thereof. 26. Prereci u is i tes fur Apyroval. Company acknowledges the following: 26.1. City Council review and approval is required prior to the City entering into this Agreement. 26.2. The City Council, has by approval of this Agreement, expressly authorized the Mayor or his/her designee to execute Site Lease Addenda consistent with this Agreement in the exercise of the powers granted by law and ordinance to insure the faithful performance of City contracts. 26.3. The City Council, has by approval of this Agreement, expressly authorized the Mayor or his/her designee to allow modifications,made by mutual agreement between the City and the Company,to Exhibits A,B, C, F and G without further Council action or approval. 26.4. A fully executed Site Lease Addendum between the City and Company, and any required Governmental Approvals are required prior to construction or installation of the Site Equipment on the City Poles. 26.5. The execution of this Agreement by the City shall in no way constitute review and/or approval by other applicable jurisdictions and permitting authorities, including other City Departments. 26.6. The City requires the Company to obtain a telecommunications franchise from the City, and such franchise must be obtained from the City prior to or upon the same date as the execution of this Agreement by the City. 27. Review of Plans. 27.1. Prior to installation of any Site Equipment, the Company shall submit the following documents to the City for review, approval or denial: (i) completed Site Lease Addendum, (ii) a copy of the nonionizing electromagnetic radiation("NIER")Report, and(iii)the Administrative Fee. 27.1.1. Upon submission of a Site Lease Addendum,the City shall use good faith efforts to process the Site Lease Addendum in a timely manner. The Administrative Fee shall accompany the submission of all Site Lease Addenda. City may request additional information during its review of the Site Lease Addendum. An application will be considered to be complete when all City questions are resolved. 27.1.2. All Site Lease Addenda requesting access to a City Pole must include a load bearing study to determine whether the attachment of Site Equipment may proceed without City Pole modification or whether the installation will require City Pole re-enforcement or replacement. If City Pole re-enforcement or replacement is necessary, Company shall provide engineering design and specification drawings demonstrating the proposed alteration to the City Pole. All engineering drawings submitted must be completed and stamped by a registered engineer licensed in Washington State. All Site Lease Addenda requesting the installation of a new or replacement City Pole shall include engineering design and specification drawings. For each Site Lease Addendum,the City shall: a. Verify that the Site Lease Addendum is complete, and the Administrative Fee has been submitted. {ERZ2217010.DOCX;1/13104.080005/1 19 b. Review engineering design documents to validate: (1)compliance with contractual requirements under this Agreement; (2)the applicant's evaluation of existing public safety radio systems,traffic signal or street light systems, automatic meter readers, utility communications devices, or other communications components that would be effected by the Site Equipment and determined that there is no interference; (3)inclusion of appropriate design of stealth and camouflage components necessary to comply with City Pole design requirements; and(4)compliance with City regulations. C. Determine if the City Pole is available and if the license of such City Pole is consistent with City's municipal obligations and proprietary interests consistent with Section 2.3. d. Determine compliance with any other applicable requirements. 27.1.3. As appropriate, City may require Company to make design modifications in order to comply with applicable contractual,regulatory, or legal requirements or may ask additional questions as necessary to determine feasibility of use of the City Poles. Failure to make the requested design modifications or to answer feasibility questions in a manner acceptable to the City shall result in an incomplete Site Lease Addendum which may not be processed under this Agreement. 27.1.4. Installation of the Site Equipment must be completed in accordance with all Government Approvals, including without limitation obtaining all final inspections required by any permits issued by the City. 27.1.5. Any Site Equipment that has not been approved by City or has not received all required Governmental Approvals shall not be installed or if already installed shall be removed immediately by Company at Company's sole cost and expense. 27.2. Company expressly acknowledges and agrees that the City's rights under this Agreement to review, comment on, disapprove and/or accept designs, plans specifications, work plans, construction, equipment, and/or installation, (i) exist for the benefit and protection of the City and its employees and agents, (ii) do not create or impose upon the City, and its employees and agents any standard or duty of care toward Company, all of which are hereby disclaimed, (iii) may not be relied upon by Company in determining whether Company has satisfied any and all applicable Governmental Approval standards and requirements, and(iv)may not be asserted, nor may the exercise or failure to exercise any such rights by the City and its employees and agents be asserted against the City and its employees and agents by Company as a defense, legal or equitable,to Company's obligation to fulfill such Governmental Approval standards and requirements, notwithstanding any acceptance of work by the City and its employees and agents. 28. Defm It; Remedies 28.1. Default by Company. The following occurrences shall each be deemed an"Event of Default"by Company and may be subject to stop work order per Section 25,subject to the cure period set forth in Section 30: 28.1.1. Failure to Pay. Company fails to pay any sum, including Rent or taxes, due under this Agreement. 28.1.2. Abandonment. Company's failure to remove Site Equipment as further described in Section 32.2. {ERZ2217010 DOCX;1/13104.080005/} 20 28.1.3. Insolvency. Immediately, upon written notice, if a receiver is appointed to take possession of Company's assets, Company makes a general assignment for the benefit of creditors, or Company becomes insolvent or takes or suffers action under the Bankruptcy Act. 28.1.4. Lapsed Governmental Approvals. Company fails to obtain or maintain any Governmental Approvals required to install and operate Site Equipment. 28.1.5. Failure to Maintain Insurance. Company fails to maintain appropriate insurance as required pursuant to Exhibit E. 28.1.6. Prohibited Assignment. Company assigns this Agreement in violation of Section 16. 28.1.7. Interference. Company operates or maintains its Site Equipment in a manner that interferes(as defined in 47 C.F.R. Section 90.7, 47 C.F.R. Section 101.3, and the radio frequency regulations for any other equipment or technology which is present at the subject City Poles)with or impairs other communication or computer equipment used by the City,the emergency network(or is successor entity), or other entity given prior rights to use the City Poles. 28.1.8. Improper Construction. Company constructs Site Equipment on City Poles without approval of a Site Lease Addendum. 28.1.9. Other Defaults. Company violates any material agreement,term or covenant of this Agreement. 28.2. No Waiver. Waiver or acceptance by the City of any default of the terms of this Agreement by Company shall not operate as a release of Company's responsibility for any prior or subsequent default. 28.3. City Remedies. Subject to the cure period described in Section 30 below, the City shall have the following remedies upon an Event of Default. The City's rights and remedies under this Agreement shall be cumulative, and none shall exclude any other right or remedy allowed by law. 28.3.1. Continuation of Agreement. Without prejudice to its right to other remedies, the City may continue this Agreement and applicable Site Lease Addenda in effect, with the right to enforce all of its rights and remedies, including the right to payment of Rent and other charges as they become due. 28.3.2. Termination of Agreement. If Company's default is of such a serious nature in the City's reasonable judgment that the default materially affects the purposes of this Agreement,the City may terminate this Agreement. Termination of this Agreement will affect the termination of all Site Lease Addenda issued under it automatically and without the need for any further action by the City. The City will provide thirty(30)days written notice of termination and shall specify the reasons for such termination. The City will specify a reasonable amount of time Company will have to remove its Site Equipment from any affected City Poles,which will be at least thirty (30)days after the date of the City's notice. The City will have the right to make any terminated portion of the City Poles available for use to other parties as of the effective date of the termination, even if Company's Site Equipment is still on the City Poles. Upon such termination of this Agreement, Company will remain liable to City for damages in an amount equal to the Rent and other sums that would have been owed by Company under this Agreement for the balance of the then current term. Further, Company will remain liable for Rent as long as the Site Equipment remains on City Poles unless the City has authorized abandonment of such Site Equipment. {ERZ2217010.DOCX;1/13104.080005/} 21 28.3.3. Termination of Site Lease Addenda. If an Event of Default specific to one or more Site Lease Addenda is not cured by Company within the applicable cure period, City may terminate such specific Site Lease Addendum(s). 28.3.4. Default Fees. Without limiting City's rights and remedies under this Agreement, the City may require Company to pay the following default fees("Default Fees") in the amount of$100 per day, upon Company's failure to cure,pursuant to Section 30, any of the following: a. Company constructs or installs any alteration or improvement without City's prior consent. b. Company fails to make a repair on a timely basis. C. Failure to meet FCC regulations. d. A material breach of this Agreement. e. Failure to provide reports or notices pursuant to this Agreement. 29. Termination. 29.1. City's Termination Rights 29.1.1. Subject to the cure provision of Section 30,the City has the right to terminate, this Agreement or any Site Lease Addendum if the City determines that Company's exercise of its rights under this Agreement: a. Interferes with the City's use of the City Poles and/or the structures on the City Poles for the municipal purposes for which the City owns and administers such structures/site,which may include,without limitation,the necessity to widen a street or for other municipal projects that result in removing the City Pole, and the Site Equipment cannot be relocated pursuant to Section 31; b. Poses a threat to public health or safety or constitutes a public nuisance. C. The City determines that Company's exercise of its rights under this Agreement interferes with the use of the City Poles or structures thereon by a governmental agency with which the City has an agreement to provide services to the City, e.g.the emergency network, and the Site Equipment cannot be relocated pursuant to Section 31; or d. Company ceases to operate as a provider of telecommunications services under federal law. In such a situation the City shall have the option, in its sole discretion and upon six(6)months' written notice to Company,to terminate this Agreement and to require the removal of the Site Equipment from the City Poles, pursuant to Section 32, including the cost of any site remediation, at no cost to the City. 29.1.2. Immediate Removal. The City may, in its sole discretion, determine that exigent circumstances require immediate removal of Site Equipment from a City Pole. Such exigent circumstances may only include reasons of public health, safety or the need to provide street lighting. Company shall remove its Site Equipment within forty-eight(48) hours' notice unless such longer period is provided by {ERZ2217010.DOCX;1/13104 080005/) 22 the City. The applicable Site Lease Addendum will terminate upon the removal of the Site Equipment or an amendment to the Site Lease Addendum will be required. 29.1.3. Pole Removal. The City has the right to remove any City Pole that it determines in its sole judgment is unnecessary for its municipal purposes (for example street light operations). If the City decides to remove a City Pole, it shall provide Company with at least sixty(60)days written notice to remove its Site Equipment from the City Pole. The applicable Site Lease Addendum will terminate upon the removal of the Site Equipment. 29.1.4. Pole Replacement The City has the right to replace any City Poles that it determines, in its sole judgment, is necessary for its municipal operations.At City's option,the applicable Site Lease Addendum will terminate upon the removal of the Site Equipment. 29.1.5. No Further Obligation. Except those provisions that survive the termination of this Agreement,upon termination under this Section 29.1,neither parry will owe any further obligation to the other party, except as otherwise provided in Section 34.15 below, provided that Company is not in arrears in making its Rent or other required payments;provided however that Company shall, at Company's sole cost, remove its Site Equipment and restore the City Pole. If the City terminates a Site Lease Addendum pursuant to this Section 29.1,the Company may request alternative sites on other City Poles in order to allow Company to continue to provide service within the City as further described in Section 31. Further,to the extent that the City received any pre-paid Rent related to the terminated Site Lease Addendum, City shall refund such pre-payments to Company. 29.2. Company's Termination Rights. Company may terminate this Agreement or applicable Site Lease Addenda, as follows: 29.2.1. Upon thirty(30)days'notice at anytime Company determines in its sole discretion that it desires to discontinue use of some or all of the City Poles for any reason whatsoever; provided, however, that if Company terminates this Agreement or a Site Lease Addendum pursuant to this Section 29.2.1, Company shall not be entitled to a refund of any pre-paid Rent and shall pay the City a sum equal to twelve(12)months' Rent for each terminated Site Lease Addendum; or 29.2.2. The City breaches any material term or provision of this Agreement, subject to the cure period described in Section 30 below. 29.3. Company's Risk of Loss; Suspension Rights. 29.3.1. In choosing to locate Site Equipment on City Poles, Company acknowledges and accepts all risks, including but not limited to: a. Acts of God or third parties that may damage Site Equipment(including, but not limited to, fires, earthquakes, storms, and car accidents). b. Loss of line of sight path, including where caused by City action. C. City change in the use of the City Poles. 29.3.2. Company explicitly acknowledges that these risks include bearing all costs associated with such risks, except such costs caused by the sole negligence or willful misconduct of the City. {ERZ2217010,DOCX;1/13104.080005/1 23 29.3.3. Upon the occurrence of any of the events described in Section 29.3.1,the Company will not be liable for any Rent during the time the Site Equipment is rendered unusable, except when caused by action of the Company or failure of the Company to perform its obligations under this Agreement. Company at its option may prorate such Rent for the succeeding year to account for such downtime but must detail its proration and associated calculation upon submission of such Rent payments. 30. Cure. Neither party shall be in default under this Agreement until thirty (30)days after receipt of written notice of default from the other; provided,however, where such default cannot reasonably be cured within thirty (30) days, the defaulting party shall not be in default if it commences to cure such default within said thirty(30)day period and diligently pursues cure to completion. 31. Relocation. 31.1. Company understands and acknowledges that City may require Company to relocate, temporarily or permanently, one or more of its Site Equipment installations. Company shall at City's direction and upon sixty (60) days prior written notice to Company, relocate such Site Equipment at Company's sole cost and expense whenever City reasonably determines that the relocation is needed for any of the following purposes: (a) if required for the construction, modification, completion, repair, relocation, or maintenance of a City or other public agency project; (b) because the Site Equipment is interfering with or adversely affecting proper operation of City-owned poles, traffic signals, communications, or other City Poles; (c)to protect or preserve the public health or safety; (d)as described in Section 29; or (e) the City is abandoning or removing the City Pole. In any such case, City shall use reasonable efforts to afford Company a reasonably equivalent alternate location. If Company shall fail to relocate any Site Equipment as requested by the City in accordance with the foregoing provision,City shall, upon thirty(30)days prior written notice to Company be entitled to remove or relocate the Site Equipment at Company's sole cost and expense,without further notice to Company. Company shall pay to City actual costs and expenses incurred by the City in performing any removal work and any storage of Company's property after removal within thirty (30) days of the date of a written demand for this payment from the City. City will promptly inform Company of the displacement or removal of any City Pole on which any Site Equipment is located. 31.2. In the event Company desires to relocate any Site Equipment from one City Pole to another, Company shall so advise City and shall submit a Site Lease Addendum for approval by City. 31.3. Company acknowledges that the signing of this Agreement does not entitle the Company to assistance under the Uniform Relocation and Real Property Acquisition Policy(Ch. 8.26 RCW). 32. Ramo.al of Site Equipment upon Terinkiation of Agreement 32.1. Within one hundred twenty(120)days after the expiration or earlier termination of a Site Lease Addendum or this Agreement, Company shall promptly, safely and carefully remove the Site Equipment from applicable City Poles and shall restore the City Poles as instructed by the City,reasonable wear and tear and casualty excepted. Upon the 121x`day,Rent shall accrue at the Holdover Rate described in Section 6.10. If Company fails to complete this removal work pursuant to this Section 32,then the City, upon written notice to Company, shall have the right at the City's sole election, but not the obligation, to perform this removal work and charge Company for the actual,documented costs and expenses,including, without limitation, reasonable administrative costs. Further, the City may use the performance bond in Section 23 and may require the bonding company to supply contractors to perform such removal, storage and restoration work. Company shall pay to the City actual, documented costs and expenses incurred by the City in performing any removal work and any storage of Company's property after removal within {ERZ2217010 DOCX;1/13104.080005/} 24 thirty (30)days of the date of a written demand for this payment from the City. After the City receives the reimbursement payment from Company for the removal work performed by the City, the City shall promptly make available to Company the property belonging to Company and removed by the City pursuant to this Section 32 at no liability to the City. If the City does not receive reimbursement payment from Company within such thirty(30)days,or if City does not elect to remove such items at the City's cost after Company's failure to so remove pursuant to this Section, or if Company does not remove Company's property within thirty (30)days of such property having been made available by the City after Company's payment of removal reimbursement as described above, any items of Company's property remaining on or about the rights of way,City Poles, or stored by the City after the City's removal thereof may,at the City's option, be deemed abandoned and the City may dispose of such property in any manner by law. Alternatively, the City may elect to take title to abandoned property, provided that Company shall submit to the City an instrument satisfactory to the City transferring to the City the ownership of such property. Provided, however, that nothing contained within this Section shall prevent the City from compelling Company to remove any such Site Equipment through judicial action when the City has not permitted Company to abandon said Site Equipment in place. 32.2. The Site Equipment, in whole or in part, may not be abandoned by Company without written approval by the City. Any plan for abandonment or removal of Site Equipment shall be at the sole cost of the Company,must be first approved by the City, and all necessary permits must be obtained prior to such work. Notwithstanding the above,the City may permit Company's Site Equipment to be abandoned and placed in such a manner as the City may prescribe. Upon permanent abandonment, Company shall execute such necessary documents to transfer title to City. 32.3. The provisions of this Section 32 shall survive the expiration,revocation,or termination of this Agreement. 33. Records. Audits 33.1. No more than twice during any calendar year, the City may require such information, records, and documents from Company pertaining to this Agreement from time to time as are appropriate to reasonably monitor compliance with the terms of this Agreement. 33.2. Company shall provide such records within twenty(20)business days of a request by the City for production of the same unless additional time is reasonably needed by Company, in which case, Company shall have such reasonable time as needed for the production of the same,but no longer than forty (40) days. If any person other than Company maintains records on Company's behalf, Company shall be responsible for making such records available to the City. 33.3'. Company shall be responsible for clearly and conspicuously identifying any records as confidential or proprietary and shall provide a brief written explanation as to why such information is confidential and how it may be treated as such under State or federal law. In the event that the City receives a public records request under Chapter 42.56 RCW or similar law for the disclosure of information Company has designated as confidential, trade secret, or proprietary, the City will endeavor to provide written notice of such disclosure request so that Company can take appropriate steps to obtain injunctive relief to prevent disclosure of claimed confidential records. Nothing in this Section prohibits the City from complying with Chapter 42.56 RCW or any other applicable law or court order requiring the release of public records. City shall not be liable to Company for its good faith acts in determining that release of records, including confidential records, is in compliance with any law or court order requiring the release of public records. The City shall comply with any injunction or court order properly obtained by Company and not stayed that prohibits the disclosure of any such confidential records;however, in the event a higher court overturns such injunction or court order and such higher court action is or has become final and non- {ERZ22170IO DOCX;1/13104.080005/1 25 appealable, Company shall reimburse the City for any fines or penalties imposed for failure to disclose such records as required hereunder within sixty (60) days of a request from the City. In addition to the indemnification obligations pursuant to Section 22,Company shall indemnify and defend the City from and against any and all losses, penalties, fines, claims, demands, expenses (including, but not limited to, attorneys' fees and litigation expenses), suits,judgments or damages arising from or relating to any failure of Company to comply with this Section. 34. Miscellaneous 34.1. Modifications. This instrument contains all the agreements and conditions made between the parties hereto and may not be modified orally or in any manner other than by an agreement in writing signed by all parties thereto. No failure on the part of either party to enforce any covenant or provision herein contained,nor any waiver of any right hereunder,unless in writing signed by the waiving party,shall discharge or invalidate such covenant or provision or affect the right of either party to enforce the same in the event of any subsequent breach or default. 34.2. Broker's Fee. If Company is represented by a real estate broker or other agency in this transaction, Company shall be fully responsible for any fee due such broker and shall hold the City and its employees and agents,harmless from any claims for a commission by such broker or agency. 34.3. Cooperation in Execution of Subsequent Documents. The City and Company agree to cooperate in executing any documents necessary to protect the rights of the parties granted by this Agreement. 34.4. Headings. The headings to paragraphs or sections of this Agreement are for convenience only and shall have no effect on the construction or interpretation of any paragraph hereof. 34.5. Notices. Except as otherwise designated in this Agreement, all notices hereunder must be in writing and shall be deemed valid if sent by certified mail,return receipt requested,or overnight delivery, addressed as follows(or any other addresses as designated by like notice): If to City: City of Federal Way Attn:Public Works Department 33325 8d'Ave S. Federal Way, WA 980003 If to Company: New Cingular Wireless PCS,LLC Attn: Network Real Estate Administration Site No. City of Federal Way Wireless MLA (WA) 1025 Lenox Park Blvd NE, 3rd Floor Atlanta, GA 30319 With a copy to: New Cingular Wireless PCS,LLC Attn: AT&T Legal Dept—Network Operations Site No. City of Federal Way Wireless MLA (WA) 208 S.Akard Street Dallas, TX 75202-4206 {ERZ2217010.DOCX;1/13104.080005/1 26 34.6. Entire Agreement. This Agreement and any attached exhibits constitute the entire agreement between the City and the Company; no prior written or prior, contemporaneous or subsequent oral promises or representations shall be binding except that any subsequently adopted City policies and procedures for telecommunications/communications lease agreements, license agreements, Site Lease Addenda and final applicable permits shall be binding on the parties. 34.7. Executed in Counterparts. This Agreement may be executed in any number of counterparts,each of which shall be an original,but all of which together shall constitute but one instrument. 34.8. Governing Law. This Agreement shall be governed by applicable federal laws and the laws of the State of Washington without regard to its conflict of laws principles. 34.9. Venue. Company agrees that the venue of any action or suit concerning this Agreement shall be in the King County Superior Court or the federal district court for the Western District of Washington, and all actions or suits thereon shall be brought therein. 34.10. Binding on Successors. This Agreement shall be binding upon and inure to the benefits of the heirs, executors,administrators, successors and assigns of the parties, subject to the conditions set forth in Sections 16 and 17 herein. 34.11. Failure to Insist upon Strict Performance. The failure of either party to insist upon strict performance of any of the terms or conditions of this Agreement shall not constitute a waiver thereof. 34.12. Business License. Prior to constructing any Site Equipment or providing services within the City, Company shall obtain a business and/or utility license from the City. 34.13. Severability. The provisions of this Agreement shall be deemed severable and if any portion shall be held invalid,illegal or unenforceable for any reason,the remainder of this Agreement shall be effective and binding upon the parties. 34.14. No Third Party Beneficiaries. It is not intended by any of the provisions of this Agreement to create for the public, or any member thereof, a third-party beneficiary right or remedy, or to authorize anyone to maintain a suit for personal injuries or property damage pursuant to the provisions of this Agreement. 34.15. Survival. All of the provisions, conditions and requirements of Sections 12, 22, 32, 34.9, and 34.15 survive the expiration or termination of this Agreement, and any renewals or extensions thereof. 34.16. Authority. Each individual executing this Agreement represents and warrants that such individual is duly authorized to execute and delivery this Agreement on behalf of the party it represents. {ERZ2217010.DOCX;1/13104.080005/} 27 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the respective dates below indicated. L��fV : C1 Y OF FEDERAL WAY Approved /las to form: By: J.Ryan Call, City Attorney N Jim Ferrell Title: Mayor COMPANY: NEW CINGULAR WIRELESS PCS,LLC By: AT&T Mobility Corporation Its: Ma er Name: Wayn Wooten Title: Director Date: &a- ZO STATE OF OREGON COUNTY OF WASHINGTON I certify that I know or have satisfactory evidence that Wayne Wooten is the person who appeared before me, and said person acknowledged that(he/she)signed this instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the Director of New Cingular Wireless PCS,LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this day of (",)f-6 ,20 (SEAL) U11 .— No Public Res' ilig at Tualatin, OR OFFICIAL STAMP My appoiiwne 1.expires Mav 16,2023 JUDITH MULLEN NOTARY PUBLIC-OREGON COMMISSION NO.987715 MY COMMISSION EXPIRES MAY 16,2023 {ERZ2217010.DOCX;1/13104.080005/1 28 Exhibit A—City Poles Exhibit B—Site Equipment/Approved Designs for City Poles Exhibit C—Template Site Lease Addendum Exhibit D—Leasehold Excise Tax Exemption Exhibit E—Insurance Requirements Exhibit F—Performance Bond Exhibit G—Contact Information (ERZ2217010 DOCX;1/13104 080005/) 29 Exhibit A City Poles Only the Federal Way Luminaire Pole(DWG No. 3-39)may be used for installation of Site Equipment pursuant to the terms of this Agreement. Usage of any other type of City Pole must be specifically approved by an amendment to this Exhibit A. {ERZ2217010.DOCX;1/13104.080005/} 30 432" O.D. ALUM. TUBE HAPCO 41 SERIES AND .188" WALL ALLOY VALMONT RTA POLES 6063—T6 SATIN MEET THIS STANDARD. GROUND FINISH _MIN' 2'—I X90. 4J¢" O.D..J 2" N.P,S, N + S' SLIPFITTER I I D i i (2) 1/2" 13 N.C. 00 STAINLESS STEEL 'r.r! THRU—BOLTS, —NUTS, AND NYLON ` Y2" O.D. WASHERS. M 1 as L063--T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8" to F TO 4)2", 0.219" WALL THICKNESS L SATIN BRUSHED FINISH rn rn 7, NOTES cm 1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE 3 o SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN A 90 MPH 0 v` EISOTACH / 120 MPH GUST VELOCITY WIND. u, c: 2. 4043 FILLER WIRE USED FOR WELDING. t 3. ONLY THE BASE FLANGE WELDS ARE HEAT—TREATED. 4. BASE FLANGE SHALL ACCOMODATE 11" TO 12" oll BOLT CIRCLE. 5. (4) 1"— 8 NC STEEL ANCHOR BOLTS ASTM 2" 11 DIA. w A 576, AISI GRADE 1021-1046, 50,000 BOLT CIRCLE _ — PSI = MIN. YIELD MEAN DIA. OF ROD STOCK 0.908 f .011", OUT OF ROUND t i tO TOLERANCE : t 0.012" ROLLED OR CUT Via= Z II THREADS PER .A307, CLASS 2A, TOF 1 0 = GALVANIZED PFR ASTM .A15J, COMPL'1.Ti_ 8 — #7 REBAR AND WITH (8) 1" ash fw is'!_ti.'A°JI['t.0 .�f L �h #4 HOOP REBAR Z NUTS & (8) i" GALVANIZEi j c,T FF L r'LA 1'-0" CENTERS Lo WASHERS. 6. CITY MAY ACCEPT OTHER BEND RADII AND �I�'' F a DAVIT ARM MOUNTING ANGLES. HANDHOLE (4" X 6" NOMINAL) Y .I I NON—FLUSH TYPE, COMPLETE `d I t____.l =I WITH REINFORCING FRAME ALLOY �a _ l 356—T6, COVER AND S.S. — io HEX HD. SCREWS -- 1 H t 11Y4 — 13 NC S.S. 2" SCH. 40 L _ OLT W�� S.S. PVC CONDUIT SPLIT V4iASHER 4'- AND S.S, FLAT CLASS 5 (IY2) PORTLAND CEMENT WASHER CONCRETE (3000 psi ). 3'x 3' SQUARE THRU ANDHOI_E OR 3' DIAMETER BASE. H Rev.NOV 2014 PUBLICLUMINAIRE POLE DWG.NO. WORKS 3-39 (ERZ2217010.DOCX;1/13104.080005/) 31 Exhibit B Site Equipment/Approved Designs for City Poles Insert design for standard SWF pole design on Federal Way pole {ERZ2217010 DOCX;1/13104.080005/} 32 Project:Federal Way,WAvalu-nont T April 30,2020 — lk°c--�.°ReS Designs by.SV for Valmont Project#:481734-P1 Page:1 of 4 Description: Round Tapered Steel Pole 12"Base Diameter 8'Davit Style Arm at 40' Semi-Flush Handholes Small Cell: Round Structural Base Cabinet 20"Diameter x 4'Tall • Exposed Disconnect Valmont Top Shroud • 22"Diameter x 7'-6"Tall If �� Equipment base cabinet shall be used unless ADA JL clearance issues require pole mounted cabinet. Copyright 0 Valmont Industries,Inc 2020.Pole assembly for illustrative purposes only.Actual details and sizing may vary.If noted"By Other'consult mnnufamumrior information, Project:Federal Way,WA ---- � lio11t. April 30,2020 I STRUGURES Designs by:SV for Valmont " Project#481734-P1 Page:2 of 4 Description: �. Round Tapered Steel Pole { 12"Base Diameter f 8'Davit Style Arm at 40' Semi-Flush Handholes Disconnect at 10' Small Cell: Valmont Medium Side Shroud At 25' Valmont Top Shroud • 22"Diameter x 7-6"Tall ff I Pole mounted fl cabinet only allowed if base cabinet has 4. clearance limitations. Concealment strategies for pole mounted cabinet required per Federal 1, Way Small Wireless code. r Copyright 0 Valmont Industries,Inc 2020.Pole assembly for illustrative purposes only Actual details and sizing may vary.If noted"By Other^consult manufacturer for Information. Project:Federal Way,WA Vali'1' ont.T April 30,2020 STRUMIZEs Designs by:SV for Valmont Project#481734-P1 Page:3 of 4 w Description: Round Tapered Steel Pole 12°Base Diameter 8'Davit Style Arm at 40' Semi-Flush Handholes Small Cell: Round Structural Base Cabinet 20"Diameter x 4'Tall • Exposed Disconnect Valmont Top Shroud • 18"Diameter x 4'Tall 5G Radios Below Light Arm r r J i' J Copyright®Valmont Industries,Inc 2020.Pole assembly for illustrative purposes only.Actual details and sizing may vary.If noted Ty Other"consu@ i ii_r u,,._.rar for information. Project:Federal Way,WA _ April 30,2020 S1RUC7URES Designs by:SV for Valmont Project##481734-P1 Page:4 of 4 Description: y Round Tapered Steel Pole 12"Base Diameter 8'Davit Style Arm at 40' Semi-Flush Handholes Disconnect at 10' Small Cell: Valmont Medium Side Shroud • At 25' Valmont Top Shroud • 18"Diameter x 4'Tall 5G Radios Below Light Arm Pole mounted cabinet only allowed if base cabinet has clearance limitations. Concealment strategies for pole mounted cabinet required per Federal Way Small Wireless code. I is Copyright 0 Valmont Industries,Inc 2020 Pole assembly for illustrative purposes only Actual details and sizing may vary.If noted"By Other"consult manufacturer for information. Carrier Equipment Notes: Note 1: Note 1: Carrier top Shroud not to exceed 6' in overall 6' Height height and 18" in diameter. Shroud x attachment means and cabling to be 18" Diameter completely concealed by shroud colored gray to blend with the pole finish color. Note 2: 5G Max. Dimensions of 5G radios 28" H x 15" W, Depth so that radial mounting not to exceed 24" in diameter at outside dimension with all Radios installed Note 3: La712Z All other carrier equipment to be mounted in i 8' or 10' or 12' Structural base with dimensions as shown on sheet 3.The structural base will accommodate the Cimcon utility grade metering smart Note 2: metering device as specified by City of Federal 5G Radios Way.A localized lockable disconnect will be Mounted Close mounted on the base in order to disconnect all to Pole power to the pole. MH as shown 35' 30' or 35' Note 4: or 40' MH Additional access provisions to be included in final pole design submitted with permit request in order to keep cabling concealed. Note 5: PE Stamped structural calculations are required for specific Carrier attached equipment with final pole drawing. Section A-A Note 6: Detailed engineering may require modifications. City to review carrier proposed Note 3: changes. 49 1/2" H ❑ Structural Base per Equipment Detail ® Base t Foundation design is required as part of Carrier permit submittal Valmont Design: AS12-01 Valmont Small Cell Pole Date 07/27/2020 DWG. NO. Standard Design Directive REN AS Valmont Small Cell City of Federal Way Scale NTS AS 12-01 REV: Sheet 1 of 4 Small Cell Pole Notes: Note 1: Note 2: The pole assembly shall be constructed to have Las shown 12' a mounting height for the fixture of 30', 35' or 8' or 10' or 12' 40' as per the height of the pole being replaced or as directed by the city. Note 2: Luminaire arms to have a span of 8', 10', or 12' as need be to accommodate pole placement and road width—as directed by the City.The radius shall be 5' or 6' 3". 6- 3-1 Radius Note 3: The pole shaft shall be galvanized Steel with a Detail 2 taper of.14" per foot and constructed from Hand Holes ASTM A595 Grade A steel 55KSI minimum Maximum Pole Base Diameters: 30' MH 10": 35' MH 10.5":40' MH 12" D Note 4: Note 3 Pole to be provided with internal chambering as indicated in Detail 1 Note 1: H as shown 35' 30' or 35' or 40' MH 0---LuminaireArm DETAIL 1 SECTION A-A COVER ATTACHMENT LUG 0.25"X 1.00" H.R.M.S.BAR Note 4& Detail 1 3.00" RAO. STAINLESSUNC STEEL 3 1 Section A-A CAP SCREW«N HEAD POLE TUBE WALL HANDHOLE COVER Detail 216 GA.H.R.M.S. 797" ❑ Detail 5 541/2" Detail 0.24" 5.38" H Baseri y ® Detail JJ1,75A25"MIN. Foundation design is required as part of DETAIL 2 2.5"X 5" SEMI-FLUSH HANDHOLE Carrier permit submittal Valmont Design: AS12-01 Valmont Small Cell Pole Date 07/27/2020 DWG. NO. Standard Design Directive DWN AS g REV Valmont Small Cell City of Federal Way Scale NTS AS12-01 REV: Sheet 2 of 4 Detail 3: Structural Equipment Base �1" Note 1 11 3/4" 9 3/4" Opening Opening LJ f Padlock 14" 49 1/2" Tab Opening 8 1/2" Opening Note 2 12" Opening 8 1/2" IL 11 Opening 1 3/4" Note 1:Coordination Required with Cimcon for proper utility metering.Specific design may need to be modified to accommodate best communication with controller. Note 2:Padlockable power disconnect Note 3: Pole submittal is required to include complete carrier equipment configuration and cooling methods and db of cooling equipment. Detail 4: Base Baseplate Detail 5: Transition Collar 028" 01 1/2" Hole ®� Anchor bolts 1%"galvanized 1 steel 55 KSI Minimum Foundation design 20" ® required to confirm full AB Requirements ALUMINUM 2-PIECE TRANSITION COLLAR 024" Bolt Circle Required to conceal attachment hardware Varmint Screen from pole to equipment base Valmont Small Cell Pole Date 07/27/2020 DWG. NO. Standard n Desi Directive DWN AS Design REV Valmont Small Cell City of Federal Way Scale NTS AS12-01 REV: Sheet 3 of 4 Detail 6: Luminaire Arm Designs 12' as shown ...... Detail 8 LUMINAIRE ARM SPAN GAUGE LEGNTH ENO DIA . OR "L " (IN) THK (FT) (IN) 6' 3" Radius 8 . 00 2 . 40 11 10 . 00 2 40 11 Detail 712 . 00 2 . 40 1 1 Detail 2, Sheet 2 Luminaire Arm ASTM A595 Grade A WIRING ACCESS HOLE - 8.00" NOMINAL STRAIGHT SECTION CUT AS LARGE AS REFORMED TO 2.38" O.D. ALLOWABLE - DEBURR EDGES INSIDE & OUT. 1 8.00' 5' RISE DETAIL 8 ARM END WELD NOTE: 0.13 X 0.25 UNEQUAL SEE _ LEG FILLET MINIMUM WELD NOTE G SIZE. HOWEVER, A LARGER WELD MAY BE NECESSARY DEPENDENT UPON THE GAP DISTANCE CAUSED BY THE SHAFT FIT UP. DETAIL 7 LUMINAIRE ARM CONNECTION Valmont Small Cell Pole Date 07/27/2020 DWG. NO. Standard Design Directive DRW/N AS Valmont Small Cell City of Federal Way Scale NTS AS12-01 REV: Sheet 4 of 4 AT&T Site ID: (CRANI-RWOR-WATCM-046/27107-046-A) AT&T Site Name:CRAN.-RWOR-WATCM-046 FA Location: 14847402 Pole/Tag Number: 103 City of Federal Way Site Lease Addendum Company shall apply to the Ciryfor approval of this Site Lease Addendum by filling out the below form and submitting the form to the City for approval with the applicable Administrative Fee. For- each Small Wireless Facility, the Company shall fall out a Site Lease Addendum. ttl� This Site Lease Addendum("Addendum"),made this day of 20 2k (the"Site Lease Addendum Effective Date") between the City of Federal Way,hereinafter designated the"City"and New Cingular Wireless PCS, LLC,with its principal offices at 1025 Lenox Park Blvd NE, 3rd Floor, Atlanta, GA 30319,hereinafter designated"Company"; 1. Addendum. This is a Site Lease Addendum as referenced in that certain Master Lease Agreement between The City and Company dated November 19,2020("Agreement"). All of the tenns and conditions of the Agreement are incorporated hereby by reference and made a part hereof without the necessity of repeating or attaching the Agreement. In the event of a contradiction, modification or inconsistency between the terms of the Agreement and this Addendum, the terms of this Addendum shall govern. Capitalized terms used in this Addendum shall have the same meaning described for them in the Agreement unless otherwise indicated herein. 2. ll�r6ecl.Location. Attachment I identifies the physical location of the City Poles on which the Site Equipment shall be attached. 3. Pr,J eel jjesq Attachment 2 identifies the Site Equipment to be installed on.the City Poles, _p _ __ including photo simulations of such Site Equipment attached to the City Poles and a load bearing study. The photo simulations shall include photos indicating the existing City Pole without the Site Equipment and with the proposed Site Equipment attached. If there are any accessory components,for example conduit holding backhatil or electrical,such accessory components shall be depicted in the photo simulations. 4. EmisJo RS-R�Qrl. Company has commissioned a NIER Report for the City Poles. Such report is -- attached hereto in Attachment 3. 5. Ba'ckh'aul. Backchaul services shall be provided to the Site Equipment as follows: 0 underground fiber 0 aboveground fiber 0 microwave 0 other --, and from the following entity: -'TBD-...-.- Access to the backhaul system shall be separate from the City's communication and electrical conveyance system. The Company,or its third party contractor,is responsible for the placement and installation of any junction boxes. 6. Term'. The term of this Addendum shall run concurrently with the Agreement and shall terminate upon the Agreement termination unless earlier ten-ninatcd by a party consistent with the Agreement. 7. Commencement Q"ate. The Company shall notify the City upon the installation of its Site Equipment on the City Pole. 8, Fees. The Rent and Administrative Fee for the Site Equipment installed pursuant to this Addendum shall be in accordance with Section 6 of the Agreement. 9. (2uun a uut This Site Lease Addendum may be signed in counterparts,each of which shall be AT&T Site ID: (CRAN—RWOR_WATCM_046/27107-046-A) AT&T Site Name:GRAN_RWOR_WATCM_046 FA Location: 14847402 Pole/Tag Number: 103 deemed an original,but all of which will constitute one and the same document. 10. Authority. Each individual executing this Site Lease Addendum represents and warrants that such individual is duly authorized to execute and delivery this Site Lease Addendum on behalf of the party it represents. l 1. 11.11. Carrier. The following third-party wireless carrier's equipment will be located on this City Pole: or Z same as Company„ 12. Acknowledgment. Company acknowledges that (i) this Site Lease Addendum is only effective upon the signatures of both parties and (ii)Company shall not have the right to install its Site Equipment on the City Poles until it has received Government Approvals and complied with the requirements (including any insurance or bonding requirements)of such Government Approvals. EXECUTED to be effective as of the Site Lease Addendum Effective Date. CITY OF FEDERAL WAY: NEW CINGULAR WIRELESS PCS,LLC By: AT&T Mobility Corporation Its: Mana,er B �l By. Naine: � t ' m. klejName 1 .tie: m _ 4 "� l 4' " Tifle. Director Exhibits: Attachment 1 —Physical Location of City Poles Attachment 2—Photo Simulations,Description of Site Equipment and Load Bearing Study Attachment 3—RF and EMF Emissions Report Attachment 1 Physical Location of City Poles {ERZ2217010.DOCX;1/13104.080005/} 43 Attachment 2 Photo Simulations,Description of Site Equipment&Load Bearing Study {ERZ2217010.DOCX;1/13104.080005/1 44 Attachment 3 NIER Report JERZ2217010.DOCX;1/13104,080005/} 45 Exhibit D Leasehold Excise Tax Exemption {ERZ2217010.DOCX;1/13104.080005/} 46 Exhibit E Insurance Requirements Company shall carry and maintain for so long as Company has Facilities in the Public Ways, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the acts or omissions of Company in connection with this Agreement. Company shall require that every subcontractor maintain substantially the same insurance coverage with substantially the same policy limits as required of Company. Company shall procure insurance from insurers with a current A.M. Best rating of not less than A- VII. Company shall provide a copy of a certificate of insurance and blanket additional insured endorsement as respects this Agreement to the City for its inspection at the time of acceptance of this Agreement, and such insurance certificate shall evidence a policy of insurance that includes: Commercial Automobile Liability insurance with limits of$5,000,000 combined single limit for each accident for bodily injury and property damage; Commercial General Liability insurance per ISO Form CG 00 01 or its equivalent, written on an occurrence basis with limits of$5,000,000 per occurrence for bodily injury and property damage and $5,000,000 general aggregate including personal and advertising injury, blanket contractual liability; premises-operations; independent contractors; products and completed operations; explosion, collapse and underground (XCU); Pollution liability or self-insurance shall be in effect throughout the entire Agreement term,with a limit of one million dollars($1,000,000)each claim,and two million dollars ($2,000,000)in the aggregate; Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington and Employer's Liability with a limit of $1,000,000 each accident/disease/policy limit. Evidence of qualified self-insurance is acceptable; and Excess Umbrella liability policy with limits of$10,000,000 per occurrence and in the aggregate. Company may use any combination of primary and excess to meet required total limits. Payment of deductible or self-insured retention shall be the sole responsibility of Company. Company may utilize primary and umbrella liability insurance policies to satisfy the insurance policy limits required above. Company's umbrella liability insurance policy shall be at least as broad as its primary coverage. The required insurance policies, with the exception of Workers' Compensation and Employer's Liability obtained by Company shall include the City, its officers, officials, and employees ("Additional Insureds"), as an additional insured by endorsement as their interest may appear under this Agreement with regard to any work or operations performed under this Agreement or by or on behalf of the Company. The coverage shall contain no special limitations on the scope of protection afforded to the Additional Insureds. In addition, the insurance policy shall contain a clause stating that coverage shall apply separately to each insured against whom a claim is made, or suit is brought, except with respect to the limits of the insurer's liability. Company shall provide to the City upon acceptance a certificate of insurance and blanket additional insured endorsement. Receipt by the City of any certificate showing less coverage {ERZ2217010.DOCX;1/13104.080005/} 47 than required is not a waiver of Company's obligations to fulfill the requirements. Company's required general and auto liability insurance shall be primary insurance with respect to the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be in excess of Company's required insurance and shall not contribute with it. Upon receipt of notice from its insurer(s), Company shall provide the City with thirty(30)days prior written notice of any cancellation or non-renewal of any required coverage that is not replaced of any insurance policy, required pursuant to this Exhibit E. Company shall, prior to the effective date of such cancellation, obtain replacement insurance policies meeting the requirements of this Exhibit E. Failure to provide the insurance cancellation notice and to furnish to the City replacement certificates of insurance meeting the requirements of this Exhibit E shall be considered a material breach of this Agreement and subject to the City's election of remedies described in this Agreement. Company's maintenance of insurance as required by this Exhibit E shall not be construed to limit the liability of Company to the coverage provided by such insurance, or otherwise limit the City's recourse to any remedy available at law or equity. Further, Company's maintenance of insurance policies required by this Agreement shall not be construed to excuse unfaithful performance by Company. The City may review all insurance limits once every three years during the Term and upon prior written notice to, and acceptance by the Company, which shall not be unreasonably withheld, conditioned or delayed, may make reasonable adjustments in the limits upon thirty (30) days' prior written notice to Company. Company shall then provide a certificate of insurance to evidence the insurance coverage required by this Agreement and the additional insured endorsement. As of the Effective Date of this Agreement, Company is not self-insured, except with respect to pollution liability and workers' compensation for Washington state. Should Company wish to become self-insured at the levels outlined in this Agreement at a later date, Company or its affiliated parent entity shall comply with the following: (1) provide the City, upon request, a copy of Company's, or its parent company's, most recent audited financial statements, if such financial statements are not otherwise publicly available; (2)Company or its parent company is responsible for all payments within the self-insurance program; and (3) Company assumes all defense and indemnity obligations as outlined in the indemnification section of this Agreement. {ERZ2217010.DOCX;1/13104.080005/1 48 Exhibit F Performance Bond CITY OF FEDERAL WAY PERFORMANCE/PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned , ("Principal") and the undersigned corporation organized and existing under the laws of the State of and legally doing business in the State of Washington as a surety("Surety"), are held and firmly bound unto the City of Federal Way, a Washington municipal corporation ("City") in the penal sum of Dollars and no/100 ($ ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns,jointly and severally. This obligation is entered into pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. The Principal has entered into an Agreement with the City dated 20_ for NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of failure of performance as specified in the Agreement,or from defects appearing or developing in the material or workmanship provided or performed under the Agreement within a period of two(2)years after its final acceptance thereof by the City,then and in the event this obligation shall be void;but otherwise,it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond,and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to the Work. The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent(25%) of the original amount of this bond without the consent of the Surety. Within forty-five(45)days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period,or(b)tender to the City,the amount necessary for the City to remedy the default, including legal fees incurred by the City, or(c)in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default,the Surety shall {ERZ2217010.DOCX;1/13104.080005/} 49 notify the City of its finding and its intent, if any,to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option(a)to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option(b),then upon completion of the necessary work,the City shall notify the Surety of its actual costs. The City shall return,without interest,any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation to resolve said dispute. The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by Judicial Dispute Resolution, LLC, 1425 Fourth Avenue, Suite 300, Seattle, Washington 98101. The Surety shall not interplead prior to completion of the mediation. DATED this day of 20_. CORPORATE SEAL OF PRINCIPAL: [PRINCIPAL] Hy: (Name of Person Executing Bond) Its: (Title) (Address) (Phone {ERZ2217010.DOCX;1/13104.080005/} v 50 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the(Assistant)Secretary of the Corporation named as Principal in the within bond; that , who signed the said bond on behalf of the Principal, was of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Secretary or Assistant Secretary [For LLC's with one officer only,use the notary block below and DELETE"Certificate as to Corporate Seal" above] STATE OF WASHINGTON ) )ss. COUNTY OF ) On this day personally appeared before me to me known to be the of that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company,for the uses and purposes therein mentioned,and on oath stated that he/she was authorized to execute said instrument. GIVEN my hand and official seal this day of ,20 . Notary's signature Notary's printed name Notary Public in and for the State of Washington. My commission expires CORPORATE SEAL OF SURETY: Surety By: Attorney-in-Fact (Attach Power of Attorney) (Name of Person Executing Bond) (Address) (Phone) APPROVED AS TO FORM: J.Ryan Call,City Attorney {ERZ2217010.DOCX;1/13104.080005/} 51 Exhibit G Contact Information Site Equipment Manager: Kristy Weaver Area Manager, C&E cRAN,PNW Market AT&T Mobility PNW 7 i Qc) : :i i.Corn 425.214.2186 Secondary Site Equipment Manager: Judy Fischer Senior Tech Vendor Management Construction&Engineering,PNW Market AT&T Mobility PNW jr101s@att.com 925.474.7626 City Contact: Desiree Winkler,P.E. Deputy Public Works Director L ri CilwR7 cltralwa_y com 253.835.2711 {ERZ2217010 DOCX;1/13104.080005/} 52 �C"�` l '' DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/09/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT US Centralized Services Marsh USA Inc. NAME: PHONE 866-966-4664 FAX 701 Market Street,Suite 1100 A/C,No,Ext)_ tA!C,No: St.Louis,MO 63101 E-MAIL ss: Att.CertRequest@marsh.com Attn:ATT.CertRequest@marsh.com -- - INSURER(S)AFFORDING COVERAGE N_AIC#_ _ CN103150778-GAW-CRT-20-21 N Y cg653v N INSURER A:Old Republic Insurance Company 24147 INSURED INSURER B: New Lingular Wireless PCS,LLC One AT&T Plaza INSURER C: 208 South Akard INSURERD: Room 1820 . Dallas,TX 75202 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: CHI-009508658-03 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR APDI-.SU13R POLICY EFF POLICY EXP tTR TYPE OF INSURANCE :1 SDWVD POLICY NUMBER MM/DD/YYYY MM/DDIYYYY LIMITS A v COMMERCIAL GENERAL LIABILITY MWZY31363620 06/01/2020 06/01/2021 EACH OCCURRENCE $ 5,000,000 DA,CLAIMS-MADE X OCCUR PRI-IMI F,­0 RENTED Ttw:�lce $ 1,000,000 MED EXP(Any one_arson $ N/A PERSONAL&ADV INJURY s 5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 10,000,000 X POLICY �O FILoc5,000,000 PRODUCTS-COMP/OPAGG $ O'rHEP-, $ A AUTOMOBILE LIABILITY MWTB 313635 20 06/0112020 06/01/2021 CC1FACiINED sINGtE l;tit.`T $ 5,000,000 A T ANY AUTO MWZX 31363720(MI) 06/01/2020 06/01/2021 LODILY INJURY(Per person) $ � OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLYAUTOS HIRED NON-OWNED PRQI'Lri TY DAFAAG- AUTOS ONLY AUTOS ONLY [P�r amident) Is UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE 1$ DED I I RETENTION $ A WORKERS COMPENSATION MWC 31363820(AOS) XS ATUTE ER AND EMPLOYERS'LIABILITY �,I N 5,000,000 N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT _$ _ OFFICER/MEMBER EXCLUDED? u N/A' f (Mandatory in NH) EL.DISEASE-EA EMPLOYEE:S 5,000,000 If yes,describe under 5,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Excess Workers'Compensation I MWXS 31363920(OH,WA) 06/01/2020 06101/2021 EL Each Accident/EL Disease 1,000,00C Employers'Liability See Second Page EL Disease-Policy Limit 1,000,00C DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) The City,its officers,officials,employees,agents and volunteers is/are included as Additional Insured under the General Liability policy but only with respect to the requirements of the contract between the Certificate Holder and the Insured. CERTIFICATE HOLDER CANCELLATION City of Federal Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 33325 8th Avenue S THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Federal Way,WA 98003-6325 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: CN103150778 LOC#: St.Louis .d►c fro® ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED Marsh USA Inc. New Cingular Wireless PCS,LLC One AT&T Plaza POLICY NUMBER 208 South Akard Room 1820 Dallas,TX 75202 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Excess Workers'Compensation-MWXS 31363920(OH-WA) Self Insured Retentions OH&WA-$500,000,000(except Terrorism) OH&WA-$600,000,000 Terrorism Excess Automobile Liability-MWZX 31363720(MI) Combined Single Limit-$1,000,000 Self Insured Retention-$1,000,000 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD