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HomeMy WebLinkAboutAG 20-950 - NEW CINGULAR WIRELESS PCS, LLCall0exin at&tAT&T Services, Inc Network Real Estate Administration 1025 Lenox Park Blvd. N.E., 3rd Floor Atlanta, Georgia 30319 March 24, 2023 Via Certified Mail — Return Receipt Request Number 7022 2410 0000 5672 5573 City of Federal Way Atten: Public Works Department 33325 8th Ave S. Federal Way, Washington 980003 AT&T is submitting formal notice under Section 29.2.1 of the Master License Agreement Between the City of Federal Way and New Cingular Wireless PCS, LLC for the Use of City -Owned Properties for Wireless Telecommunications Facilities (executed October 29.2020 MLA ) to terminate the attached Permits. The attached Exhibit A identifies the Permits that are being terminated, and the effective dates. Ourrecords indicate that none of these were built. Please let AT&T know if you believe any of these dates set forth on Exhibit A are incorrect If so, AT&T will work with you to reconcile and modify the dates, as appropriate. AT&T continues to review its lease portfolio. IfAT&T determines that it has the right to terminate the Permits listed on Exhibit A earlier than the date set forth, and AT&T elects to exercise those rights, those Permits will terminate as of the earlier termination date. AT&T expressly reserves the right to exercise any such early termination rights and does not waive them. Thank you for your time and effort on this matter. If you have any questions, please feel free to reach out to me via email at: aw0625@att.com. Sincerely, Almesha Warren AT&T Services Inc. Aw0625@att.com cc: Real Estate Manager aW g- AT&T Services, Inc Network Real Estate Administration 1025 Lenox Park Blvd. N.E., 3`d Floor Atlanta, Georgia 30319 Count AT&T lamed Asset Number AT&T Agreement ID AT&T Contract # / Lessor Site Name Address Termination Effective Date 1 178 Southwest 05/15/2023 Campus Dr 1000037816 CRAN_RWOR_WATCM_046/ Pole:103;178 Federal way, WA 14847402 SW Cam us DrFA14847402 98023 2 1000048758 CRAN_RWOR_WATCM_088/ 31814 47th Ave 31814 47th Avenue 05/ 15/2023 14848716 SW; 14848716 SW Federal Way WA 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 PERSON: 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 NAME: Ti is 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. COMPLETION DATE'. 10 yrs 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: [3 YES 13 No IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: 13 YES 11 NO IF YES, $ PAID BY: 0 CONTRACTOR 0 CITY RETAINAGE: RETAINAGE AMOUNT,__ - . ..... --m RETAINAGE AGREEMENT (SEE CONTRACT) OR o RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To: They pay us. 9. DOCUMENT / CONTRACT REVIEW Ei PROJECT MANAGER o DIVISION MANAGER A DEPUTY DIRECTOR A DIRECTOR o RISK MANAGEMENT (IF APPLICABLE) A LAW DEPT INITIAL/ DATE RFvil"WED DSW I ?J1 &21 EJW 12/16/2021 no law review prior to execution 10. COUNCIL APPROVAL (IF APPLICABLE) SCHEDULED COMMITTEE DATE: SCHEDULED COUNCIL DATE' INITIAL / DATE APPROVED COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: • 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) ❑ Assi(i'm:i) AG 9 El SIGNED Copy RETURNED COMMENTS: DSW for EJ Walsh 11 /23/21 L "T AG# 2QJ,950B DATE SENT: 1/2020 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 Cityfor 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''rtt. 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�.-, o 9 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.jnig part. 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: _ _w or / same as Company.. 12, Acltrlowled�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: BY: ...n. .. , Jc wa r.o�r�: Name: Jeein .r, W:artr le-ze Title: P:^a.Abl ic': Works D z:e¢:L,or NEW CINGULAR WIRELESS PCS, LLC By: AT&T Mobility Corporation Its: Manager Name: Wayne Wooten 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 GEOGRAPHIC COORDINATES LATITUDE:47l8'58.05" N (47.31612) (NAD 83) LONGITUDE:122^23'33,64° VV /-12239268\ (NAD 83) GROUND ELEVATION: 230l8 FEET (NAVD BB) HEIGHT: --------- 3�52 FEET �� T�]� {]F PPOLE:� ` ' /��L\ [&aJ-E OF SURVEY'. APR|L 2, 2D20 RE. SIFE NAME: 269715-088 SC|P |D#: 26973-088 31814 47TH AVE SW FEDERAL WAY, WA 88023 1 CERIIFY THAT THE LATITUDE AND THE SHD`NM A,B0VE ARE ACCURATE f'O VNTH|N ±15 FEET HOR|ZObT4LLY 4�D THAT THE SITE ELEVA�ON IS ACCURATE TO W|THiN ±3 FEET VEBTiCALLY, \wH[CH MEETS 1A STANDARDS AS DE]NED ON THE FAA ASAC |NFQRMAT|DN SHEET Q1�003 L THE HOR|�ONT�DATUM (CEOCRAPH|C COORD|NATES) ARE IN TE''`WS OF THE NORTH AMER|CAN DATUM OF 1983 (NAD 83) AND ARE EXPRESSED AS DEGREES / ^ ). M|NUT� E� � ' \' AND �E�QNDS / " TO ]HET NEA�E�HUNDREDIH '0F A SECOND. THE VER�D CAL ATUM (ELEVATION AMSL) IS IN TERMS OF THE WORTH AWER|CAN VERTICAL SHEET 1(3F1 CEN FER OF SUBJEC"I" POLF DETWL 75.51 TO 42'TO CL 84''TO R.O.W. 1121039054 Ll r.y. 0 L) Gp �I fi V PDNER JUNC"MN BOX [.fl[fl ,.-FORM CAMH BASN L0-ff LAMP POSI ROVY LINIES SHOWN ARIE APPROOHMTE, BASED ON GG DArx AND 140T A GMJNDARY SURVEY Rim a SLIP ID#: 26973--088 NAD 83 I -AT -- 47'18'5&05" 11 (47.3161 2) LONG -- 122'23'3164" W (--122.39268) ELEV = 2750,18' NAVID 88 -- NOT TO SCALE -- \q l, r 711rt 50707 26973-088 MOT 0 S 1Mlv LAT. 0N 1.z --T F� cm _c�-E 4� �_C� _ _ :.3/a6 ANTEMA arm CN PKE E-11 62 d§tc g.--Noma? iNSI..-A-E) cloEr 6„ d "I suNr v 1 " , _CCU D F P-0-200W-Q #AT&T MOBILITY rqe-Work Scout ons ¢ 4 _v=,, >EDERyL 10VAY, 104A 9802: PHOTO SIMULATION a �-- , C-6 1 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 01 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'.SAI I AI New Cipq_qlar Wireless PICS, LLC ADDRESS: ...... ....... TELEPHONE:-..... F-MAIL: FAX: SIGNATURE NAME,... ATs4F:......... . ............ ­.— TITII 6. EXHIBITS AND ATTACHMENTS: [3 SCOPE, WORK OR SERVICES [3 COMPENSATION [3 INSURANCE REQUIREMENTS/CERTIFICATE 0 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 o RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To: They pay us. 9. DOCUMENT / CONTRACT REVIEW Ei PROJECT MANAGER Ei DIVISION MANAGER A DEPUTY DIRECTOR A DIRECTOR Ei RISK MANAGEMENT (IF APPLICABLE) A LAW DEPT III to a rK 71ffTr5TMFXTT- INITIAL / DATE REVIEWED DSW I XM21 EJW 12/16/2021 no law review prior to execution SCHEDULED COUNCIL DATE: INITIAL / DATE APPROVED COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: • SENT TO VENDOR/CONTRACTOR DATE SENT: ....... . ..... . DATE REC'D-­ • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS • CREATE ELECTRONIC REMINDERINOTIFICATION FOR I MONTH PRIORTO 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) ICI ," CLERK b ASSIGNED AG 9 El SIGNED COPY RETURNED COMMENTS: E7 - -­ ,,, , , " AL) DSW for EJ Walsh 9/29/21 AG# , ) 2 -950A DATE SENT: 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: 103 City of Federal Way Site Lease Addendum Company shall apply to the Cityfor approval of this Site Lease Addendum by filling out the beloty form and submitting the form to the Cityfor 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 gel Location. Attachment I identifies the physical location of the City Poles on which the Site Equipment shall be attached. 3. l � i `t,cj .) 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 : kis 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 Etltatpr^ enl as follows: N �� _,� tcz���d��t:'t�ut�el t�laer ��ttlm,;a��,t,=Goutmcll%lme nttcl'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 terminated 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. Authoraty.. 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 bath 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 By:' y...._ Na�- Name W4 r�`'t"t+.tai_ Title �LL x fir _ ? L 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,ANd R t,\,OR t,IvWl CNf 046 .27, f 07 - 04, i!'j A) 16"', � Sits" m e PA J RVY Y�, �,A ".N4 04 6 I.ocanon: 14847402 l,�,fle i ao 1, \A " A S I i I" "J ( i, 1 0 �',I A, ('01''I"11,111,11,11 1111' OF KIT11,16 11 I hi n m, t'i Vac"'A', ram,. I tdve(J he(m e �Ile CM t-o, oC fl-�( C11Iv of %:Vay ( g nw 1tre of: .. ............ ... ......... . . . ..... . . .... .. ------- — (Legibly Print or Stamp Name ot'Notary) Notary Public in and for the State of* Washi ngton My commission expires: S IATI0 "', ORI, Fh1s o �, 20 ,II .............. Director 1, OF A , I T )vfoHi�lv of C'wcu,Aar [.C, ii c, i Jz, i- s,r A NA C, Cr I'M M I S S I C) IIJ fJ C). 9 T) 7 15 OfNotary) (Legibly Print or Stamp Name ol*Nota (Legibly ry) Notary Public in and for the State of Oregon commission expires: .5/16/2023 I " I" 6C we attacht!,d tn Goa'a ("Ov �,:ff Fcdera� Site 2,02 L c,,onsistirq', of Z, C, FJIMSNMMWf physiml Location or, City Poles, (ERZ2217010DOCN41/13104.080DWI p 43 IA SURVEY CERTIFICATION GEOGRAPHIC COORDINATES g LATITUDE; ITT 7 4 Cp' 14 7 29002 (NAO 031 LONGITUDE: '22­20'07 fi':- Y1 r ­22 3354b) (PIAD I,` Ar GROUND ELEVATION; 24M V FF- (NAVO MR) HEIGHT: 9D TOP OF POLE: TOP OF LIGHT: DATE OF SURVEY: ar:?ij 2000 0 1000 20DO d000 RE: ';IT[ NAVE ,AIC.V 04R 01 0, F, (:1 1# 712 '.W -WOUS D� I INCH - 20DO FEET WA 4902' 11R111 I !'IAI 'IfL IAI.ILOt AND ;-11 Wit-ormt N',MV4 ABOV, ARi t A(!('.(JRATI I(, Vp1111N -I'•' LF.' -10RIZONTAILY AND IIIAT THE iiTj UL;W1141 IS ACCORAlf III MOIN .3 1(1' AR'7CAILY 41+1:11 MLLI, !A TANI;PIHW., AS UEFNED ON INi -111, A;A(-, NrORMANON SHEU 5 1109,! H1 i)A'LW (UCCOAPHIC: ;:OORDINAI-S! ARE P. 5 '9B� -- 3) , , - ' RUS �f 11-L NCRTH AVLRICAN L)ATUM C'l (NAU 8 ANJ) Wi —mis�, p o -- FI-Rr­,E' A� r.Ff,REES MINUTES AND S--CCND5 77 14� R .111 14F.RII;T HIlt nRrpj, 1): -[CONU ME VFRTICA( I)ATIIV 4 0 x a. EOW('?, -IAS- F IN -EQV_ Of IH! V,)RTM APARIC.ATI VIRICAI )AIJLI OT (NAVI) W Datn:/30/?020 PM) Na: 7020.154-14 V, Cut SHEET I OF I Ch-k­ — ---- - --- - V I IA LETTER �AvCL. 11 CENTER Lir SUBJEF_ pl, VJII -SEC' 'if Tall VARIED TO CL APPROX. 58 TWIDTH NEAR POLE S rA,�,, U, - op Im +W LEGEND: Date: SHEET ■ Pr01 N.; 2020150114 1 1 OF I Pr,-,: C V I WA Ns 0 rT_ ­10 SURVEY OIA.-041 LOOT PO LE 103 POLE DETAIL NOT 10 Y-.Atf 3 �uy`� nf, T-0 7t_ 27107-046-A aw mmwm Tac at In � ]"offlrk, USolutions,O F mu 0lIN IR "M PL4M FIMAM �M_, I— IRT S IA w/m/20 0= Co's Mk a IZ/19/20 WM CD3 aPR c coluAl m cW5 m 0 05/24/2) 9= cos MR 0 051MAI CoNgmxnm SET — NET FOR OMMMMMM UK= LAMED AS 00NMILICIMIN SrF 27107-G46 046 A "P=PJ� OR 178 SW FEDERAL WAY, WA 98023 KING CQUPTTY 1 A LETTER & SURVEY Attachment 2 Photo Simulations, Description of Site Equipment & Load Bearing Study (E=17010.DOCX;1/13104.080005/) 44 EXISTING PROPOSED PREPARED BY: PREPARED FOR: _ CARRIER: _ SHE INFORMATION: SITE NAME: WATCM-046-A SCIP ID #: 27107-046 SITE TYPE: METAL LIGHT POLE VIEW SHEET g= _ LETS Eglnnn i Acetiie"" Network Solutions LATITUDE: 47" 17* 24.08" N (47.29002) VIEW OF ` 112 S ND ' 51 WM EDDI A�IE �N t ` LONGITUD: 122 20' 07.65" W-122.33546 ) POLEFACING € RgNL (Id0) 96815-9 IE75 PRQI. �: III—CAPMPaos KENf. NA BB0.1E 1B]7I NE 72NO WAY PEgOND, WA BB052 SITE ADDRESS: 178 SW CAMPUS DR EAST FEDERAL WAY, WA 98023 NORTH COUNTY: KING SITE • • 1• :.1 1 LIGHTPOLE •METAL t&t SITE ADDRESS: 178 SW CAMPUS DR a FEDERAL WAY, WA 98023 KING JURISDICTION:COUNTY: OF SITE NAME: WATCM-046-A LATITUDE: 47 17' 24,00- N (47.29002) LONGITUDE: 12Z 20' 07.65- W (-122.33546) SITE ADDRESS: 178 SW CAMPUS DR FEDERAL WAY, WA 98023 COUNTY: KING JURISDICTION: CITY OF FEDERAL WAY ZONING DISTRICT: COMMERCIAL ARTERIAL CONSTRUCTION TYPE: IIB OCCUPANCY: U ADJACENT PARCEL: LOCATION: 4159200720 CITY OF FEDERAL WAY (R.O.W ) PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY ADJACENT PARCEL ZONING: URBAN DESIGN DISTRICT OVERLAY ELECTRIC PROVIDER: PHONE: TELCO COMPANY: FACIUTY IS UNMANNED AND NOT FOR HUMAN HABITATION NEW CINGULAR WIRELESS PCS. LLC (AT&T) 16331 NE 72ND WAY REDMOND, WA 98052 PSE (PUGET SOUND ENERGY) (888) 225-5773 TED PROJECT TEAM A&E FIRM NAME: LETS AMERICA INC. CONTACT: 112 S. KYRENE ROAD, SUITE 1 CHANDLER, AZ 85226 PHONE: (480) 961-9151 EMAIL: I NFOOLEISINC.COM SITE DESIGN NAME: MASTEC NETWORK SOLUTIONS, INC.. ADDRESS: 22263 68TH AVE SOUTH PHONE: KENT. WA 98032 (206) 427-2775 253 246-4289 SAC MANAGER: BRAD AD MS PHONE: (206) 919-1941 CONSTRUCTION MANAGER: JASON KROPP PHONE: (253) 246-4289 LANDLORD: PSE PHONE: (888) 225-5773 AT&T PROJECT MANAGER: JUDY FISCHER PHONE: (925) 474-7626 ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: BUILDING CODE: [INTERNATIONAL BUILDING CODE (IBC), 2018 AS ADOPTED BY THE LOCAL JURISDICTION] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2015, NATIONAL ELECTRICAL CODE. AS ADOPTED BY THE LOCAL JURISDICTION] LIGHTNING PROTECTION CODE: [NFPA 760 - 2002, LIGHTNING PROTECTION CODE] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, FIFTEENTH EDITION ANSI/TIA 222-H, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. THIS IS NOT AN ALL INCLUSIVE UST CONTRACTOR SHALL USE SPECIFIED TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING EQUIPMENT PART OR ENGINEER APPROVED EOUNALENT. CONITRACTOR REQUIREMENTS FOR TELECOMMUNICATIONS SHALL VERIFY ALL NEEDEOrEOUIPME1T TO PROVIDE A FUNCTIONAL SITE. (1) REMOVE EKISONG METAL UGHT POLE - (1) PROPOSED METAL UGHT POLE (1) PROPOSED AT&T CAN157ER ANTENNA - (2) PROPOSED AT&T RRH'S (1) PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR (2) PROPOSED AT&T UNDERGROUND CONDUITS - (1) PROPOSED AT&T POWER MODULE -- (1) PROPOSED AT&T NON -SUP TRAFFIC RATED UNDERGROUND UPLIIY VAULT (1) PROPOSED AT&T METER (1) PROPOSED TRANSFORMER - (1) PROPOSED SERVICE CABINET INSTTNTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTWITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1 311, FOR TELECOM - DC POWER SYSTEMS - TELECOM. ENVIRONMENTAL PROTECTION DO NOT SCALE DRAWINGS FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE REgUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. REQUIREMENT SHALL GOVERN, LEGAL DESCRIPTION HC.:T 0 - aw 10331 NE 72NO MY RMIOND, WA OW52 -PLA.x PREPARED FOR: a Network Solutions 2M ••TN AVENUE SOUTH KENT, WA M32 E'er PREPARED BY: LEA AMERICA Eryt.wr..we.a. 1199 9Nmo Rtl Sue t, [,unA,r, A2 tlT6 1ptd3nrz-.EylElkmn �Lcmn RED _ - DATE DESCRIPTION A 09/30/2D 90% WsRRA B 12/19/20 OX CD'S EPR C 05/15/21 m CD'S VBS D 05/24/21 95X COS SPR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTIGN SEE 1, HEAD5CY 3H€A.T ON AIRPORT €�iVAY TOW RO DEPARTURES OR 3, €T C _E TO KEEP i FT .� I T#4 . OFF- 4.OLHOw EST ONTO Na _EXT_Pr5WAY [ f A{ T S. KEEP RrO AT 1r FORK, FTi;_OW S.Ong>OR WA R'p of B4T'�:QTATl4 U tAiB TF RE ANfl.k€ EON WA 14€ - Tut«'}`,P FK11 ONI0. 1..55 Y6W._YD Th^ TILAND -. i, TA1=_F 1=? SG_ ME4,isE(1-4TO VYA-I.6 W TOWAP 5. e--.t ST a. MERfY N W�16 &7MC ONTO rwW ST 27107-046 H T 1t.Gs'v wjF _ $'W L"a. Dra WATCM-046-A ARRNE AT: 178 SW CAMPUS DR, FEDERAL WAY, WA BBOZJ 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SHEET TITLE TITLE SHEET ��---, Tit SHEET NUMBER �DQ ws1� T-1 Cali before }vU dig- I. CALL ODE U [° PORN 10 THE REWKEUENR OF THE LOLL ODES AH I EST ADOPTED ETHOS AID N1 OTHER ARPUUBLE COOLS NND 3. CONIMLTW SHALL H N CO ROL "A"' TO (C) SIZE DURING 3 CONSTH.TDN. ER CONTROL WEA IF REQORN DURWG "A"' IB. TMATT -HEREOF, SHAIT, INCLUDING ALL COMPONENTS HALLPROCAICTS NIA AND APPEAR W THE UST W UL EREO, SHALL BE NEW ANO 1J. ALL UVW WINPED EATOHN THE C MP (R HAVE EMBOSSED NANUFK PROPER OEMARN V5KLE AT CRAP FROM USE Of PROPER: aut WGNUICCS B CONE C DTLOC'ALI GUUIDE WS BE IN CRO°�50°ION�CNIDE µDR SPATE SHALL MEET UV BLEED THE gCOURCMENIS OF THE HEMA ITEMB ANDMEET O CRWPNL DENLES) AND WGTNER PROOFED wI1N HIM SHRINK HNG WEATHER -PROOFED Z [OWXM SHALL CONSTRUCT SITE IN ACCORDANCE WITH THE. " T"S IE-ENT COORDINATED WITH LOCH RCLUUTORY AMIORRIES C-OR SHALL BE NEC.R IECE 14. ALL CONNECTION -AXE SHAH BE TYPE 1-11 STANLEST (NOT v._.. 1NJ1 HE 72MD FAY AND LATE. n?8T CWSTRUCTW STNgAA05 THE SPECIFIGTgN IS THE RUUHG DOCUMOR AA ANY DISCAEPANCBE BETWEEN THE SPECFXG GNS AND 111E SOU HT TO THE ATTENTON OF RESPObAI£ FW NANINANCE O IJIY EROSpN CONTROL 1AGSUfY[5, Z[OFO-KEEPING, NWrtOMNG, .DUD REPWTNG i0 THE OTHER ME WUIORY AUIFIONTIES I] COAMCiOR TNAL SUBMR SHOP DNAWNNGS W 4ARUFILIURER'6 CATALOG IM1 N OF AN/AL NQNPAKNT AND ALL OTTER ELECT RGAI FW 4 IRGUR TO INSTMUTKKN. ATTWCIFD i0 NA,GNETS) REDMOND, Il4 INIM ARCHITECT/EHLNEEA W nAT CM PRIOR 10 THE CWMENCENEW OF WORN 1J. ILL COATI -TON WORK IS TO ADHERE TO APPLEAWTS INTEGRATED MPRW E A- . C B ANY C;NG W PATCHING -ED NECESSARY FW ELL _ r L PREPARED FOR: - J CONRACTOR SINLL WSY THE JOB SIZE SH AULWXZE THEMI-S AS 111EGH05T �AFFECTNG THE IN) WONO ID f SHALL WILE PRO ISIOS LWTAUYf SHALL BE RESPOA6IBL£ FOR FAWLNR IINL THEu.LV45 NTIH ALL CO FtACT DOCUMENTS_ FIELD CONDTgNS AR° AJO CWFlRUNG THAT TIE wWN AMY BE ACCOMR AS CONSTRUCT STANDARDS UNLESS STATE OR LOCAL CODE IS MORE T 34 THE IHHNT OF THE PLANS AND .FLNICNGHI IS TO PERFORM THE CONE KTITIMI IN ACCCNHM E PER STATE BULONG STANDARDS CODE AND MF ELECIgIGL CONTRALi01LS gESPONYD Utt Ary0 SHALL BE INCLUDED IN COST FOR WO.N AND R1RFWMED i0 THE SATSMALL BE NC THE s.t- CM N FINAL ACCEPTANCE 19 THE ELECIRKK CONTRACTOR SHALL LABEL AL PANFIS WITH ONLY f GABtF ILL CABLE. RADq EQUIPMENTBACK HAUL EW PNFM L1E1 STA GS AAA m _SE nA o OpR> TOW �E MANUFACTURER OR PRUIDED 10 THE R NG - z� - as -ec DWEN ; Efl a nOCEEDIA wrtH [WSTNRgN ANT gXREPANGEs 514LL �LHWµ ANY CONCHFONS DEVELOP NOT C1NE E APPROTED P OT C -REIN THE GRECTDRES ALL EIECTRXA WRING SHALL BE THE p SPC BNIIY 3. vnLL USE THE APFROPRUIE UL BUAED TESlIN4 EW PUEM a g -- -- BEILBRRWLTM TO THE ATTENTION O THE A�HITELMP[NNU`EFA W A`3' CN E COMNUNCEMFNT O MORN IAN WILL BE AwAROED BASED DIN CLAN.ff IKK OF NNOWLED4f U FIELD [WO11W2. �T �5 E WNKWLL NOi [OMhY PER E NEWUTI A XOP Of pETUUNG A1A SPCGTrNG TIE REW RED WORK SHALL . OILS LECIRIGL COxTUCIOR 3O. OSCO i SWRCNES S1 �GBE RATED NGVY DUTY. TMWTMLIOR L RSTNG OF RF CABIE. DATA CABLE, RApO EQUIPMENT IRA BACK HAUL EOUWNENT TENT MFfT OIS1Rf STANDARDS OF THENIWJNIFALTIIRCR OR THOSE STAAMDS PRONDED TO THE COHTI4CIW W TO TESBNG. 2220J Bp(N AVENUE SOUTH I ITTHE NTENT U THESE PLAN NNSTPLLNutt/ALL SUUBIUITIED i0 IJA APP-D BY UTAAILE OH�RTfDR iNI TD1CTW BSHA E LBEGNG R FOR W TIE WW A E LL 4RR0 ENCLOSURES, LVIC EKNNMNE AND W [K LD AS R W RED Br ENPOSURE NFM, 1W 9E0J2 CON�YNIICTION CONTRACTOR 5 REGUIRED TOFURNISHAND IOANAL SYSTEM SUBJECT ONLY i0 OWNER SUPPUEO HENS CONTRACIW SHALL EOU REUENTS W THE EW PMENT TO BE PLACED N PROPER WORKING ORDER 10 THE =`3T Cu P WITHHAT THE wRN ZS -I - AND REWIRE➢ UIBUFf MURANCE SHALL BE PRI OED BY THE AND RINK/AL COTNLTDF FOREPFDA Zl ALL LONEL 1 SHALL BE MARE YTTH A PROTECTEE COATING OF AN OKDE COMPOUND NNVNN AS 'Nq OYIDE A BY DLARBONECHEMICAL ALL WIRES RFIAES BEFORE CONNECiWG. EXPOSED COPPER J CO TPAL OR TO VERIFY AND REGARD AL 1F5 RESULTS NA E THESE RESULTS THE FNAL LOSE C Z PACKAGE a G -`, ,4 PC PLANS PREPARED BY: THE DUR.ATIDN OF WORKLOSS FACES BARS. SNALL BE TRGTED - NO _ Dg ffi �_ �LETS 5 FWK� OTTTUO BE SEALED THESE PLANS ARE NTEI D TO BE A INCLUDE HNULFS 111WM. NOTED THE wWNAFISH UHLR EWIPYENT AND ARPIMIENNICES CONTRACTOR SHALL GUARANTEE AW/ALL MATERIALS ID WORK TREE FROM 36. K�Fl� FOR A PEAIOO Of NOT LESS THAN ONE YEAR FROM PATE OF NINE ORRCCINF WORK SHALL BE COMPLETED AT THE SOLE SUBSTMgNS RKOYATS COxOUR SHALL BE SCHEDULE IG PVC uEE°NG W dCEEWIL 19R Nq CAP FKHLL 0 Of HEM TC3 1p90. CWIHKTOR SHH CZ F .. -. € Y S SOUL D RECWDED AND PRESENTED pF AMERICA TO EFFECTALLHIS TIE ORANNGS OWNERP i0 DAND CO RACTOFAL NSTALl£L AK FL° LLEOMI RONOE`E NNNLCONIMCTOR WILL INCLUDE THE NG . III OTWRM.: " _€ a T Vx:. SENA - �LPLW P C TWO SEPNIATE U I1HNG5 CONDUITS NA - 3 A PWYETHYLEHE CWD ALL CWDUR BEAUS SHALL MEET UL-B FOR GLVAN LED STEEL ALL RT1NG5 SHALL BE SAITABIE FOR USE WITH 'BRAE 'COLD pALL 0 ENERGTI NG AND INN UP OfANYEOUIPMENT. fi. GIT EOWPNENT (WHEN REOU REAL I NOi 10 BE TESTED W ATTACHED TO ) GBUNG OWWNC 16TNL,. DONG SO WILLDAAMALE THE LPS UNIT. Ef ns Y NOM 1i Ni001 yMlpl�l a y,r AL61 B UHF ANENIM AND MOUNTING BRACKETS, CPS ANTENNA AND KV ANENNAS DCD - CWOM CUT ALL THREADS WITH ZINC' W GLVPIHER W HAS ANY S A THE THE CORE C. UHF CONE NO WAGERS DINTEGRATED LOAD CENTER . ELECT KK CON SI4LL SUPPLY AND J_ BE Ntt�AL1 ANCE WK WWKR NDIGIm ANT/AL CWsiRUC110N SHALL BE N DAH[E W/ F _ �- _a.. .. � xaa4 `=�* may �: 4 P_J_�E; ._ TAIN IESTN4 PRIGEWRES THEY ARELEIp ESE A OBIUN ASSSiAICE FROM A 7. 1E OMUFIEO DESK TIED TESTING R T $ 6. SHORAN ARE i0 Msp SURFACES UNLESS O1Hf NOTED DRAw N45 NA ANY/ALL AR1.I BLE IPCLNN:AIKKS. IF AW PROBLEMS ARE 21. COW CTWOFINS' COA�TOi IHAILL USE 9 CON TITY COPPER WITH 6 ISNOTRT TOO BE NTIIWOAPDPRONTIL TESTUIC HAS BEEN - DATE DESCROXIMN MW SPACING BETWEEN EOU PNENT ECUIRED CLFMANCE. L. -INGNB CMi1GL a0 VERFY DWENSONS SHOARD MERE BE ANTFQUESTWS 1. WERED BY COUPLING WRN THESE REQUIN ENENTS CONTRACTOR SHALL ...s^wCA AS SIGN AS POSSIBLE AFTER THE O.OVERT OF TIE NS THERWISE NOTED -LT, COLOR C 0 USE CONWCTW9 FOR WRE O AND OLWNG x0. B CLMKUWEIEDNT p AUIFIONITT HOTFlED NIO GAGS A➢PROVA TO ENERGZE THE EOUVNEM HAS BEN A �/�/� �'S �S RM CONDITIONS AN OR __ HINT. THE CON4 THE CONO DOCUMENTS (E) / THE CONTRACTOR SHALL OD ES TO Wx, UNTIL PROBLEMS D SHALL. NOT PROCEED WITH THAT PHS T O 'T. THE d"F CN TARS DIRECTED THE CDRREM L171 TO BE T.EN MUD A USE STRANDED C0IAIICTOS OWUX 15 [ONIECIDRS FOR POWER CONWCfOVS: CONTRACTOR TYALL U. PRESSLNE - B 12/19/20 95% CUTS BW TD THE ATTENTION OF THE .. CM.ANWRIIIN4.EPPNKW THE°�REPANGES CONMENCFNENT O YARN 3 ELECTRICL CWTRACTW SHALL NSL TIE JOB SRE AND FIN LIAR GE MENSELVFS WITH ANY/NIL C ARO "STALATHRI AND LLAI( *NSS AS 10 THECOST TYPE WSUUTEO 1W15T ON OS FORNOI.AWC AND SMALLER USE SODENLLSS NECI4NIGL TEAUNA LAGS FOR NO B AWG AND LARGER 611E wORK NOIE< 1 NOT EXUVATFHMDSTMB BEYOND THE PROPERTY UNES OR LEASE C 05/1$/21 BS7L CD'S VES ] DETNIS PROM ARE FOR THE PURPOSE OF SHOW NG DESIGN NI N1 NOD {G1gNSAL.' B REG.VUEG 1'SIT a* :E W COMUUNKA.TgN THEREOF AL (E) CWO1gNs OF ELECTNCAL [INK. aL THATARE PART OF 3 _ - LTR ,- LANES UNLESS E E NOTED - D OS/24/21 951i CD'$ # pSITE CONDo s T e of T1W WGXKTIDNS THE FINAL SYSTEM. SMALL BE VERFIEDE BY E CONNACTOR. PRgN TO THEm.1 = W TKR BID FNWRE TO COMPLY WITH THIS gT 1N� 1=:�. � �e.�axv 3 SIZE. LOCANON ID TYPE OF AN UNDERGROUND NTILRIES OR YPROhuEHTS SHALL BE ACCURATELY NOTED NIp PICK AY FOR IPPLIGBLE PERufli. FEB, INSPC[TgxS ANO B iESTIW. C Bu0TAL5 PNIW ° 5U °1BilE TWIERWS NO WA PERFORMING ALL WORN NECESSAW FOR AN COMPLETE AND WORI(NG SYSTEM. 17 TELEPHONE W FIBER SE NPtt LONWTS WITH PULL S1WNG5 AI INOGTED ON WAIHNGS. DMwiNLS BY GFRIEINA COTRACTOR uA ISSUED TO ARCHITECT/ENUNEER Ai [WPLETION OF PROJECT. i0 WDEMNG°i° ANDCOMUEHLGAARO WO 'PAVADE` J. TM WORNNI OWES RAND ONDINWCES O THE LOLL JTHE LCTION,EDGFON OF AND NECLCO/FIBER POWER • TIEPHONE COMPANIES HANNG JUN6DN M AND SHALL INCLUDE 2B ELECTRKK AND . NACENAYS TO BE BURIED A MNIUUM DEPTH J A11 (f) UIIUTIES, FAENI COIDITHWS AND THEN DNENSANS SHOYN ON PLART HAVE BEEN PLATTED TH AVALA RECORDS THE ENGINEER AND THE TERM USED N CONSIRKTWN DOCUMENTS AND SPECIFICATHIMS, INDICATES THAT THE COxiMRW I- FURNISH AND INSTALL �0. BUY ARE NOT BE UMITED TO: OF .." UAILESS OTHERWISE NOTED. 19. COAT TOR SN PUCE 6' WIDE DETECTABLE WARNING TARE AT A DEPTH CAYHER ASSUME NO REIPWSIB Utt WNAl50LKR AS TO THE I-IENCY OR CUP_Gf THEryWERMTFTMN SHOWNW TI PL OS WHNER O NDT FOR CONSTRUCTION UNLESS CONOAGiOR SHALL RCCEIrE CURIFIGTON IN wAITNG, AJA SHALL R[CETRE IN - WG A ILL - AWEAWRRER9 LABOR iWFS ANEC - 110A1A1 ELFCTRNL CODE B. NEW - HATONA ELfCT6C L WNUfA[NREINS ASSOC. CCULIPWLATq SAFETY AND HEALTH ACT 0 olRErnr AR- DULL .1 AO Taco RILE TELECOM" s U TAPE TO REN 'UUTgN BURIED ELECTRIC' ON SE 6" BELOW 4RW VIIWS TH �THWE ft s L S BLE F DETERNINWG dlGi LOGMIN O ALL (E) UTLTHES LAND FIEILRIES PROW TO START OF CORTRUCMIN CONTRACTOR SW1L ALSO OBTNI FROM EACH LABELED AS CONSTRUCTION SET OR SHALL SAPERNSE AA DIRECT THE WORN U INDUSTRY-S1,WDID Sk LLS D ATIEWON CCNYRACTORMI- BE -1 RESPONSBLE OR CONSTRUCTION MEANS- METHODS TECHNIQUES. SEWENCES OSHA - D NBC S BOLDNL ODE E. FPA - HATIOLA FIRE PROTECTION AGENCY .- FA= TRY'=?e`a €x 3 i- i;= `- = UTL COMPNtt DETNLEO NFOLMATKNN RE T 0 WORN -DJUS () UTITIFS NL AND METHODS OF REMONNG OR IDJIISIIN4 E ' AO PROCEDURES AND FW C0OR.NATWG ALL PORTIONS OF THE - UNDER - CONTRACT. UNLESS OTHERWISE NOTED. AWRICAN HATH- STACAARDS NSIINTE F ANSI 4 IEEEWSTIME OF ELECTTHCAL AND ELECTRONICS VEERS ENL _. 4 CWTIUCTDR stall VERIFY ALL (E) UTUTES BOTH HOWZONTALLT Nro VERTWIY PRIOR TO START OF CONSIRIKTKW. ANY DISCREPANCIES DR 1Z. COHYRALiOR SHALL BE RESPONSIBLE FOR THE SAPEfT OF ME WORK ARE\ H ASTM AUERICAN SOCIETY FOR TESTING M1ER4L5 4 RaER TO SIZE PLwI AND ELEVATORS FORT EXACT -INS O ALL 1 LUON BE J-I6 STNNLESS STEEL. ANC CLOG( AUTEI °REOIPOITED TOKS °TIHE NIERPREYATION ER PINS SHALL BC NNE OLLFID E ARGII.R/ENGNEER OR kT¢T CM FOR RESOLUTION NI0 ID.UCEN AREAS NA BUILDING OCCUPANT THAT ARE UNELT TO BE AFFECTED - BY THE WOO ODDER THIS CWT4CT WORK SMALL CONFORM 10 ALL OSHA HWKMENT, AND CONFIRM WITH .T CIA NMI' SIZES AND LOUTOS WHEN wA�H11AR0WARE ILL FRS CUT UgFMES WITH AN ANT-ONDANT COUPOIND.IS SPE[IFIEL�, BEFORE MTIN4. AL HARDWARE SHALL BE STNNLESS STEEL J/B INSTPUCTNNN, ARD NO NNTMER WORE: SHALL BE HERfORK[D - THE OXREPANCY IS CHECKED AND CORRECTED 0r THE ARCHITCCTO/ENGNEER. - RfWIRENENTS NEEDED INCH D - OR LARGER LL HAK - 13. COTMCIW SHALL COPNNATE THGR WORK MTH THE 3 CM AND N HEWIE THEIR KIMTIES AND WORMING HOIRS IN ACCORGAMCE WITH THE L NOT 5. (E) SERVICES: SSpI W SNAG INTERRUPT (E) SCRNCCS WITHOUT WRITTEN PERM OF THE DINNER OR GROUND BONG i0 ST ONLY INSERT A GLUM M Z F t!& BETWEEN LW AND STEEL. CUT ALL SURFACES NTIH NN ART- WORKED AT THGRO R ,w03dPElx.. CWOALTOR SIMLL CALL, LOCAL LOCATEFDA UFULTY LOCATIONS A NWINUN EWINEKNIS, tM CONTRACT MGR WORK WON THE LAS BE RESPONSIBLE To COWFORSHALL CONFIRM WITH AW/NIL 6 REWIpFUFN15 SUCH AS THE: LUL SIZE RESIRICTIOS�[OFgU COUPWNO BEFORE MTNG J AL STEEL CONDUIT SHALL BE BONDED AT BOTH ENDS .- GRDUNO. O H PggR TO, STAG OF CONSTRUCTION 5 AL NEW AND C UTUG' STRUCTURES ON T IN AREAS TO BE SHALL BEADJUSTED NS -BEDPINER ELI-TING RCOORDYMTNL WORK OLHERS I OTHER PORTIONS O ATE WO EQUIPMENT, ATENHAS AND ANY OF TRAI5FG M RI, SCHEDULED DOWNTIME FOR THE OWNERS CW RFl MTpN ETCH.. ILO/ALL CONRICTS Stall BE BWANGHT TO THE ATTENTION OF THE Cu PRIOR TO BEGINNING ANY WORK BASHING FBNCINNSTPUC1gN LSFTRTO ID T HALI B N I WORN ELATED TO ADJUSTING STRUCTURES SHALL BE BORNE SOLELY BY THE CONTHACTW. 1 EW PNEMT AND M FRS ECOYMENUlNW,S UNIEis T SPECIFICALLY ERWIE - W WHENE LOCK CODES W W N NINE SIZE 5141E BE AWL. NOT INCLUDING CONTROL WIMNG_ ALL ELECTRICAL AO GROLI LAID T POLE ST E SHALL COMPLY(E) THE HA ELL KA CODE (NEC),TroNAL FIRE PROlEC110N ASSOCMTW (NFPA)TH]fiOL(UlEST EGTW AND wNUFACNREA 6 GRAONL OF THE SITE WORK AREA 5 i0 BE SUIGTH AND LWTNUOUS N SLOPE AND 5 TO RATHER MD (E) GRADES AT THE GRUT NG UNITS 11 P C _ _ S WS NOTED DTHERASE ALL/COIXKTORs SHALL BE COPPER WITH TMWN UUTKKI UNLESS OTIERT6SE NOTED 5 ALL DETAILS ARE SHOWN N GE ER TERNS ACINI CA01MANC d q FOR THE SACK N O FOUN ACCORE ], ALL TES, - is A A MY E 6 1 [ONT4Ci0R QSLWLL u.N( NIECES PR 510N9 TO PROTECT ICE) = SURFACES E NTPIROVEUENT. P ETC. AND MAEGATE REPAAR ' 6. THRET ODKCI SHALL A PRC5.0 STEEL IN DRY LOGINMS. CAST ALLOY WITH TKCADOD HUBS N WET/DAMP ADC TONS AND SPECIAL ENCLOSURES FOR 1ALLATW AND CWRU TI Y VARY WE TO E SPECFIC CONC110N9 UIILRIES ETC., $AWL BE PROPERLY Uq BACK OR BRACED W ALCWDNICE ETC. BE Pfl OR WITH DCCAPATOHAL SAFETY AND HEALTH ADN xSTRAigN (OSHA) matiar NEW CWONN, ANY DAMAGE THAT OCCURS WRNG <O4niUClgry AT THE° SOLE COST OF THE CWIMCIOR OTHER CLASSIFIED AREAS 6 GROlWO ALL ANNFNILV BASES FRAMES. CABLE RUNS. AND OTHER NETALLK REMENTCORRECi REW RENENIS. IINDRI. HOLES OR CORING, INTO CON RCTE FOR FASTENING W 9. IT IS SSNNOT THEE WTI OF THESE P OW COMPWENR USING /6 GROIWD WINES FOLLOW AWENNA AND BITS MANAF'ALNRERS PRALINES FRO GROUNDING REWWEMENIS. B SIgUCNRAL FILLS SUPPORTNG PAVEMENTS SW11 BE COMPACTED 10 D5F OF NNTMUN SANDND PROCTOR ARY DEMSTY, UNLESS OYNEFWSE NOTED 27107 -G46 I), WHETHER = HORINO PURP0.5. O PENETRATKWS THROUGH THE FLOOR FOR CW WR RONS. PIPE RUNS. ETC.. BE CLEARLY UNACASIOOO THAT NENFDRGNL 3 .EEL SHALL HOT BE DRILLED INTO, CUT OR DAMAGED UNDFA ANY ACTED N SH ,w0NOR A11 HEARSE FW A COMPLETE ELECIP IS ELECTRICAL SYSTEM NIG _GE NL REQUIREMENTS FOR ME EWIPNENT TO BE PULED W PROPER WORKING ALL GRIN ND CONICC110N9 SHALL . /6 AW4. UNLESS OTHERYW. NOTED ] ALL WIRES SEAL BE COPPER WTH THHN, WLESS OTHERWISE NOTED ALL 9 NEW GRADI NOT IN BUILDING AND D SAY MPROVEMENTNT AAG TO BE AGIHE.Eo BY FIWryG WTID ARPROTED F PACTEA i0 95x WATCM-046-A 178 SW CAMPUS DR CIRCLASTANCES (UNLESS NOTED OTHERWISE) LOUTON$ W REWFORCN4 STEEL WRWND WIPE SHALL BE SOW TIN CUIED W STRANDED GREEN INSIHAlEO RE DF STANDARD PROROR DENSITY FEDERAL WAY, WA 98023 _ ME NOi DEFINITELY KNOWN AND THEREFORE NVST BE !LOCATED BY THE COTRALIW USING IPPROPRNTE METHODS AND EOUIPMEIT PRIOR TO ANY 10 AS RE AIR MTEM SHALL . AS COMPLETELY NIA EFFECIM1ELT LRWNOEO, AS REWIRED BY SPECIFICATIONS, SET FORTH BY AWLICAM. B CONTRACTW i0 VERItt AND TEST GROUND TO SOURCE, 10 OHMS NAKNMIM 10. ALL SHALL BE PIwCED IN UNIFORI UFIS THE UFTS THICKNESS 5 L NO I WHICH CAN BE FROPEPLY COMPACTED KING COUNTY WIWNO CONING OP[RATONS IN (E) CONCRETE 11 I11 WORN SIMLL BE PERFORMED BY LICENSED ELECTHIUL CONTRACTOR W PpONOE SUPPLEMENT GAWNDING RODS AS REQUIRED i0 ACHIEVE SPE[Nm THROWHOT IT'S EH11RE DEPTH WITH THE EWIPMEN AVNVAE t6 [WTPKTOR SHALL REPAIR. i0 NEW [ONOIKN, ALL (E) WALL SURFACES ENT IURFAC�OHITRUCTgN SUCH T4L THEY MIEN Nq BLEND IN WITH A FIRST CV55, WORIwwUIE HAFINE ME COMMEIED SYSTEM SHALHNINL BE AND LOOCAL. OHMS RGONG. 4NOUNO AND OTHER DTIO4 TESTING DULL BE WITNESSED BY THE A`AS CM 1 ANY FILLS PLACED W (E) SLOPES THAT ARE STEEPER THAN 10 NOROWTA 1 10 1 AR11CAL SNALL BE PROPERLY BENCHED INTO THE (E) SLOPE AS SHEET TREE WNISDICTON! ANT' DE-MCIES 6HNL BE CORRECTEDMBY AN ELECTRICAL CWTRICTOR AT THE SOB COST OF THE CONIMCIDN 9 NOTIFY ARCHITECT/ENCINEER F THERE ARE ANY DIFFICULTCS NSTALLNG GROUNDING SYSTEM DLJE TO In SOIL COAITIOxS DIRECTED BY A GEOTECHNIGL ENGNEER - IT COTMHACTOR SLL SELL PENETRATIONS THROUGH FIRE RATED ASSEMBUCS OR _ TERSAI WIM U.L. USTED AND FINE CODE APPROVED M.RMMS AN SYSTEMS 1 ALL WWN SHALL BE COONDK4TED WITH OTHER iNADES TO AVOU Z 13, CWT4CLOR SHALL CLEAN ENTIRE SITE AFTER LWSTPIJCTW SUCH THAT NO THAT MEET M EXCEED THE RATING PF THE ASSEMBLY IN WHICH THE NEW PENE@A1gN S PLACED. INTERFERENCE WITH THE PROGRESS OF COISIRU TON I] THE C-EC- O ANY DEFECTS I- BE COMPLETED BY THE CONTRACTOR IO. A11 HORZONTAIIY RUN GRWHDING CONG1Ci0R5 5W11 BE WSTAl1ED A MINIMUM Of JO' BELOWRAGE/ 6' BELOW FRO.-UNE IN TRENCH, OlESs OTHERWISE NOTED. BILH FILL SHALL BE COMPACTED AS REQUIRED BY DDE EPONISIISWILLR. TRASH,WEEDS, EN I SSH, EXCESS FLOG. OR AW OTHER RE OPEMTONS SHAH BE DISPo.O OF OFF-SRE BY THE GENERAL IN GENERALNOTES Z0 W SF4LL NFFP C.- ARC& CLEAN, HAZARD FREE, ARD DSPOSF OMER ARCNIICCT/ExUNEER. OMiRAL10R OF All OAR, DEFmBR6L. AND RUBBISH EQUIPMENT NOT SPECIFIED AR REMNNING OInIER SHNL BE REN0.E0 LGVE PREY5E5 IN CLEAN WPRCFE AND FREE FROM PALM SPOTS, WIT, W SIAUWCS W AW THF�E PEPAR��TOF Att PHA. Of THE IRSTALIATOI, WHCH AM HAK a ]NEat_IF - - I I. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SNORT AS POSSIBLE, WITH A MINIMUM 11" %NIDWA PIDgS HOT LESS THAN 90 I3. N TREE ANG SHRUBS WHICH ARE NOT IN ORECT CONFLCT WITH THE GRWEMEHTT SHALL BE PROTECTED BY THE GENEWL CONTRA- -14 CONTACTOR 5� 10NL BE RCSPonLBLE FOR LWMNINA ALL HEALS UNTIL COMNETON NS 1 PARW HALL PR0.1DE NA INSTAL [ONWB CWDIICTOS- P DUKES. BO[I CARERS PLATES AND DANCES FOR ALL OUTLETS AS NAIf TEDULL DECREES �_�i,•.y€ g �2-._l�-F:-,..._2. -._: W iY.,_ ALL SUE WORK SHA�LBE GAENLLT COMGNATEO BY GENERAL CONRACTOR W ALIT COMPAN. IElEPHWE COMPANY. NI° ANY OTHER 1NLM COLMPANK9 HAVNL'Ub50KTAN MEAL TH6 LOGigN SHEET NUMBER CABLES SHALL BE IN ACCWUnCE WITH F 31 CABLE uuAFACiLKERi RECOMMENDATIONS 15 DITCHING AID BALK FILL: COWBAACTOR SMALL PROOEE FW ALL UNDERGRWNO INSTALLEDNND//W CAAEs IHLLUONG dU.vATON AND BACKFILING T°NI HE_ E S TO A S A PEOUKENEN S dGVAT1 AND A BASRNDY. HY-GRADE ULL�ILSTED CON-ORSAFOR OIIpErW MITE W B CAD a �IGTHFALRC WELDS (WELDED CWNEC110N5) G N WE (I) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FIm.1 -1 1 ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTIGN FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE MANTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION k RELEASE OF SITE 3 CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES AS REQUIRED BY THE LOCAL JURISDICTION WITHIN THE UMITS IF SITE DISTURBANCE PRIOR TO CONSTRUCTION - 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. hz NS' LE F �;,-N Auks POSITIVE OPT- - a.- .ti.4 M� W'YN I 1 A.ND EROSION M}5:T M,��o�AINHD ON TFE DOWNSTREAM SIDE OF LE. ♦N PROPERTY AS A RESULT t, v -.LL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY 7 CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM, ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. B. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE.. 9.CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE, BUT IS NOT UMITED TO SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. 11 GC TO PUCE FILTER MATERIAL AT ALL CATCH BASINS ADJACENT TO CONSTRUCTION SITE TO PREVENT SOUR WASTE CONTAMINATION FROM ENTERING SEWER SYSTEM. 1 ALL FINAL GRADED SLOPES SHALL BE A MINIMUM OF 3 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE NOTED, 2. BACKFILL OF POLE SHALL BE PERFORMED IN ONE OF TWO OPTIONS: A. PREFERRED: RAINBOW INDUSTRIES POLE SETTING FOAM SHALL BE INSTALLED PER MANUFACTURER SPECS FOAM SHALL ALWAYS BE USED FOR POOR SOILS B SECONDARY: CONCRETE (REQUIRES XW CM WRITTEN APPROVAL) ALLOWABLE SOIL PRESSURE = 2000 PSF (ASSUMED). NON—NATIVE SOILS SHALL BE REMOVED FROM BORE AREA AND SHALL NOT BE REUSED FOR BACKFILL 3_ ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95X OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557 4, CONCREFE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF ADEQUATE BEARING CAPACITY 15 NOT ACHIEVED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO IT'S FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 5_ ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM, SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. �. AsL s M'k_L"`DL h`4i. F Vti a B><-4 ''-�4L ,4++-. P,A CO N M.� MU T ,t } BEFORE THAN 3 % O TH gmlq` i 1-T, UE3 T s- zs3rC W_,TH AD.TM 5 _.5.7 7 NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO HACK FILLING, B. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED,. 9, NEWLY GRADED GRAVEL SURFACES AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY TYPAR GEOSYNTHEDCS OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4' DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED I.E. FOOT TYPE N0. 57 FOR FENCED COMPOUND; FOOT TYPE N0. 67 FOR ACCESS DRIVE AREA, UNLESS OTHERWISE NOTED, 10 IN ALL AREAS TO RECEIVE FILL: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH (E)/PREPARED SOIL SURFACE. 11 WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE —CONDITION AND/OR AERATE THE SOILS AND RECOMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS 12. IN AREAS WHICH (E) GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 13 (E) GRAVEL SURFACING MAY NOT BE REUSED. 14 GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE.. 15. PROTECT (E) GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING 'MATTS' OR OTHER SUITABLE PROTECTION DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY REPAIR ANY DAMAGE TO (E) GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTORS OPERATIONS- 16 DAMAGE TO (E) STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT 17 ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST OF THE CONTRACT aut 16331 ME 72NO VAY REDMOND. IM MM2 PLANS PREPARED FOR -- A Network Solutions 22M MHI NANUE SOUTH KENT, 1MA 96032 'L..PREPARED BY: E AMERICA tla�l. �q— ql. NA.1, GMEY.A3 A>a1 m M7 3 -Aylalu.� m„> uTr� REV. DATE _.. �It7Ala DESCRIPTION A 09/30/20 BOX CO's RRA 8 12/19/20 95X CD'S BPR C 05/15/21 95X CIYS VBS 0 05/24M 95X CDS BPR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 27107-046 WATCM-046—A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SHFi� TIRO GENERALNOTES SHEET NUMBER GN-2 1A SURVEY CERTIFICATION :0 Y F a - t g _. 3 GEOGRAPHIC COORDINATES LATITUDE: 47'17'24 08 I-! (47 23002) (Iv,[) 83) LONGITUDE: 122'10'07 65' 15(-122.33540) (IJAD 83) GROUND ELEVATION: 24B 32 FEET (NAV3 88) HEIGHT: @ TOP OF POLE: 3234 FEET (AA) @ TOP OF LIGHT: 4115 FEET (AL-L) - DATE OF SURVEY: APfdL 29, 2020 2000 0 1007 2000 4000 RE: SITI NAVE WATCM-046-A --- ' LIP IDq ] 107-01L 1 INCH = 2000 FEET F__ i_(�.( T t T'iE - ­E, .,1T'tt ill. .. ,� tiL t t L AV _ v1Tt ES T c E 0E ,.:� L DATUM OF 1988 NAVD� SHEET - cca „amnU,d. Checked: A f 1 OF 1 d]3-315-53ee - 1A LETTER PAHCEL C159200720 I UNO$��E CENTER OF SUBJECT - POLE -SEE DETAIL t.. VARIED TO CL ' APPROX. 58-2' WIDTH NEAR POLE 2°q T LEGEND: LIGHT —LAMP FOST POKER VAULT SURVEY RLN U L SllO ML k ROA WTE I-10 G LC. 0- — 1,CI ♦ —We SUlRY Date- 137/2020 ! SHEET ;. Pro] No: 2020 154 14 I 1 OF 1 Prepared: C.IA.I. Scale: .. SCIP 10# 27107-046 NAD 83 LAT - 47'17'24.0B" N (47 290C2) LONG - 122'20'01 65" 'N (-12233546) ELEV 24B 32 NAVD 88 s= HT =91 2' ------ € _ — IIT -40 0' 27107-046 A at - 14331 NE 72ND MY REDMOND, W NM PREPARm FOW Network Solutions 22243 NTH MUM SOUTH NEW, q4 N032 -PLANS ARm vr ---- AMERICA Erµ�nr • Nw..y. N1 OVE A 09/30/20 90% W'S WA B 12/19/20 954 CD'S BPR C 05/15/21 95X CD'S VBS D 05/24/21 95% CD's SPR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 27107-046 WATCM-046-A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SNEET TIRE 1A LETTER & SURVEY SNM NLUSER-------- A-1 '. E_ r BUILDING ; PARCEL] - Y +}"_ GSED 500- 4159200720 m -R 3E� N=- E EX =t -RG7 2 1 0"0 = 2- SC, - SO ' g 4U `VLO 1 JUN­DN BOX TO --POSED 13-T AT&T af--Z = 1 SEE S,u A q EXISTING ty POWER VAULT - EDGE OF \ ,, ..g , PAVEMENT " , O_ EXISTING T:�P US 0� O�. SIDEWALK. Oq --------- OGW IXTjRE_ > — '-� OVERALL SITE PLAN NOTES: 1 SITE INFORMATION OBTAINED FROM THE KING COUNTY GIS MAPPING SYSTEM AND AERIAL PHOTOGRAPHY. THIS DRAWING DOES NOT REPRESENT A SURVEY 2, CONTRACTOR IS RESPONSIBLE TO LOCATE AND IDENTIFY ANY AND ALL BURIED SERVICES IN THE VICINITY OF REQUIRED EXCAVATION PRIOR TO CONSTRUCTION. 3. SITE VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER k OTHERS. zll D�tY.i= AND CURB TO BE ,RE T­7-,, TO CITY OF FEDERAL - 1t-0 WE QF5� iAPPROXIMATELY 15T1' j EXCAVATION AREA. i NOTE: 1 REFER TO ELECTRICAL SERVICE HANDBOOK FOR PERMANEN' AND TEMPORARY SERVICE ON = COMMERCIAL, INDUSTRIAL. AND - MULTIFAMILY PROJECTS #1220 DATED 01/09/2020. FOR PSE METER INSTALLATION REQUIREMENTS. 42- PROPOSED METER INSTALLATION z SHALL MEET WITH AT&T j STANDARDS. aII 3- REFER TO SHEET E-2 FOR PIE POWER DESIGN. ,FIBER VAULT TO BE PROVIDED BY DTHERS WITHIN AN APPROXIMATE 15' 0' DISTANCE OF PROPOSED j 16- CONCEALMENT POLE. y at&t 16331 NE 72ND VAY REDMOND. WA IIO2 PLANS PREPARED FID& ac Network Solutions 2220 EDIH AVENUE SOUTH KENT. IMA IRON PLANE PREPARED BY:. AMERICA v+ar+�•• s A,v,n.o. �1 LAY: TI Wl.. DUE DESCRIPTION M A 0I/70/20 90B CD'S RRA H 12/19/20 9510 WS 9PR C 05/15/21 95X CVS VBS 0 05/24/21 95R CVS SPR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 27107-046 WATCM-046-A 176 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY _........ SH= TALE OVERALL SITE PLAN SHEET NUMBER NORTH q_2 NOTES: \ - _- -. - --- ----- - -'-- -- ,- --- 1 SITE INFORMATION OBTAINED FROM w�}�} - THE KING COUNTY CIS MAPPING a ` ` SYSTEM AND AERIAL PHOTOGRAPHY THIS DRAWING DOES NOT - �` EY 50 v O_ 2 CO OPNTRACTORESE TAIS RE,SPONS BLE TO 10�1 7710 YMY '-T -- L AND IDE ANY AND L REDMOND. 1M 9E052 *• PARCELjI: J i+ , -11E _ z LOCATE A NRFY AL 41A9200720 BURIED SERVICES IN THE VICINITY EXISTING GRASS - OF REQUIRED EXCAVATION PRIOR TO PLgg55 PREPARED FOR: * - AREA (TYP) - - r e `UEO CONSTRUCTION. - �� 6 0 X 6 0' 3 SITE VERIFY ALL EXCAVATION AREA CONDITIONS EXISTING PRIOR = - i t ANDTO ME Network Solutions CONSTRUCTION REPORT ANY , , DISCREPANCIES TO THE ENGINEERCAB. ` s = a FlBE ROUTE :jExi 222AT OEM AM X 90UM KIM, 1SA NM A RES ORED 00 Cltt OF FEDERAL P"qsL` PP=EPA �: -' - • �:'s t #--�- =t WAY ENGINEERING STANDARDS TO �' _ - ;MATCH EXISTING CONDRIONS. - _ THEE (TYP) - 3CAVATION ARAPPR0%IAUTEIY 15ft' AMERICA t ,iXEA im PT I REM,. DATE DESCRIPTION MWO t'. .. € z .� A - _ e. „ _�•," j gi5 a - - _ A 09/30/20 90R CD'S RRA EDGE OF - "-'4 _ . r PROPOSE _ _ EXCAVATION AREA F 12/19/ED 957G CD'S EFR PAVEMENT -.Av N C 0 _l�a� -�'�-- _ F.... _ -..� _ E _ 3 = - A � .' .$ T - --- ,= __.... C 05/15/21 95R CO'S VBS G 0 05/24/21 95X CO'S EAR 'ROGOSED A U `� WT W'-' REFER TOELECTRICAL SERVI C T. - -4 1 CE C/W--I¢ it iI _ i ,r° HANDBOOK FOR PERMANENT AND 70 On,=- A.i y } TEMPORARY SERVICE ON .0 AU U "'-' '_ �— �0 - r COMMERCIAL, INDUSTRIAL, AND t s MULTIFAMILY PROJECTS #1220 =;1 >* L Q `ON 3 _ DATED 01 09 2020. FOR PSE 0 BEz FELL ter,). RE SR T + METER INSTALLATION REQUIREMENTS. 5 NOT FOR CONSTRUCTION UNLESS -C-.,:,�.._= PROPOSED METER INSTALLATION LABELED AS CONSTRUCTION SEE SIDEWALK SHALL MEET WITH AT&T STANDARDS. --- W.. REFER TO SHEET E-2 FOR �]�'4aaG E- -SE--- S� � EXISTING`FIBER VAULT TO BE PROVIDED BT :(OTHERS WITHIN AN APPROXIMATE POWER VAULT s q k °- .5'-0' DISTANCE OF PROPOSED -RO-Rs`_ I6- CONCEALMENT POLE ' ENLARGED SITE PLAN 27107-046 WATCM-046—A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SHEET 71T E ENLARGED SITE PLAN SHEET NUMBER.. -... NORTH A_3 1 HEIGELEVHT. OF EXISTING LIGHT 41 -2 AGL TOP OF E%ISTING METAL LIGHT POLE ELLV. 32 -4 AGL HEIGHT OF E%ISTING S1DE ARM ELEV. 21 -D AGL HEIGHT OF E%ISTING SIDE ARM ELEV. 14 -B AGL 11 it N 1, EXISTING EAST POLE ELEVATION BE (TYP,) a _GHT, 1 r t INSTALLER NOTE: ELEVATION IS DIAGRAMMATIC ONLY. PROPOSED EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT, UV RESISTANT OUT DOOR RATED PAINT TO MATCH METAL LIGHT POLE. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS. PROPOSED LIGHT ARM COLOR AND FINISH TO MATCH EXISTING LIGHT ARM. PROPOSED POLE COLOR AND FINISH TO MATCH EXISTING POLE. REFER TO SHEET S-2 FOR METAL POLE DRAWINGS AND DETAILS. PRO-05 a GH 1j PROPOSED A.- - , E 625iBss t =�PD ZE AIL -A-5 METAL LE TO -mE: t & - ICED ME D t - S 1-AL # G i t - -RC-OSED AT&T P P S 14 D SCONSECTiSUDWE SUEPRESSOR (I . D�ML A 33•-O' SW CAMPUS DR _-RAe-S .;El - I EXISTING L JUNCTION BOX PROPOSED EAST POLE ELEVATION 11, PROROSED A AN � ENCLOSURE) O § SURE) __ D_ L VA-9 PROPOSE ARM 12) 1'+ TOWS UNES rRC_ EQU O NT P 4 C E AP- Nh" ,- �D AND J FIBER r r RA�� x ,'R— ) LUMIM . zR ,EtDa_ TO _ HT PADS` k. Cs at&t F 10031 NE 72ND %%Y RE)NOND, WA ISM PEALS PRAM FOR Network Solutions =W OEM mum SOUM RENT, W9 M32 PL&h* PREPARED BY. _- LETS AMERICA �..,. i AudylSclr �11= REV. — A O9/30/20 907G Cd5 MRA B 12/19/20 95X CD'S SPIR C 05/15/21 95X CDS VBS D 05/24/21 95R WS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 27107-046 WATCM-046-A _- 178 SW CAMPUS DR PROPOSEDFEDERAL WAY, WA 98023 HEDDL 5j PAC KING COUNTY DNDL rH PULL TO RA,,, S SHEET TITLE 32*-5' GRASS AREA EXISTING AND PROPOSED EAST POLE ELEVATION SHEET NMYEER A-4 HEIGHT OF EXISTING LIGHT ELEV. 91 -2 AGL EXISTING LIGHT TOP OF EXISTING METAL LIGHT POLE AGL HEIGHT OF EXISTING SIDE ARM ELEV. 21 -0 AGL EXISTING SIDE ARM TO BE REMOVED (TYP.) HEIGHT OF EXISTING SIDE ARM ELEV. 14 -B AGL EXISTING METAL LIGHT POLE TO BE REPLACED -_. EXISTING JUNCTION BOX i LI I EXISTING SOUTH POLE ELEVATION Hllclf!R =t INSTALLER NOTE: TIfiR o V T , r� La? er aFr 3 F.a34v f0 kA1' R a NS P ram::. Ih -� F YAARtii4 PER FN�tl� '1'�1'E.. - A�D FTC tK �_. k $ ]. Aril N [dkT?"N G 1W� T8+1 Ta FEET :OS UI_-"'L POK __-_AR` -.. t-ti3 T:1_;- I -ROPCSED RRH S25 _ .._ 2c- -6 } � ' VT.' . Y__ - R A PROPOSEDCO DU S. ROPOSF,W9'� _ <_ R;&- a yea y ER oio PROPOSED SOUTH POLE ELEVATION - WLOSUR , k; `D1W RAEAQ _W`�E` '_10 35=D 4'-0' MINIMUM aw WMI NE 72NO WAY REDMOND. WA 99052 -PLANS PREPARED FOR:.-. Network SOlutiOns 22200 WIN AVEIM SONN KENT. WA M32 ',A PP--ARM6Y:. LETS AMERICA b,y�wi. Nd'W�ct� NEYIi1Df� ---. REV. DATE DESMPIION A O9/W/20 90% CD'S RRA E 12/19/W 951L CD'S EPR C 05/15/21 95R CD'S VBS 0 05/24/21 95M CWS EPR [MR ETED ACSOUCN S - - WATCM-046-A -z 176 SW CAMPUS DR __ _. - FEDERAL WAY, WA 96023 k�_'0'S - KING COUNTY n a=3 ---- F% q u - SHEET TINE � r 4 AU. 3 EXISTING AND PROPOSED SOUTH { -• To S-' FOR POLE ELEVATION — ----. SHEET W MBER ---- -... MODULE MANUFACTURER: MODEL. 'W- �POWER HEIGHT: 8. J WIDTH: 600" DEPTH: 1 4 Do. WEIGHT: 23 3 LETS 14" Q 0 6-' 1 FROM VIEW POWER MODULE DETAIL 3m 0 BOTTOM VIEW I SURGE SUPPRESSOR DETAIL SIDE MEW 5"S L—J SIDE VIEW MANUFACTURER: RAYCAP PART NUMBER: RSCAC-i333-P-240-DL WEIGHT: a 00 Las DIMENSIONS (LXWXH): 6.25 X 10 43' VOLUME: 03 3 0 MANUFACTURER: NO IA MODEL. AHFIB 825/1366 (PCS/AWS) HEIGHT: 22 00' i WIDTH: 12 10" DEPTH: " 5 11WEIGHT: fi6.10 LEIS 12-10- 590- 'UT Ifl-H 7 :j L-J! SIDE VIEW FRONT VIEW 1325/1366 RRH DETAIL rT Al' Z LEIS ANTENNA DIAMETER: i�i5 IN ANTENNA HEIGHT: 240 IN 'VOLUME: 3.1416 GN2 FT i -2 X 2.0 Fr = 2.2937 CUBIC FEET AXiJUE1 OMNI ANTENNA DETAIL 14 5" aut IMI NE 72ND IRY REDMOND. M 98052 PREPARED FOR: -ec -.4as- Network Solutions It: 22263 allrH AVENUE SOUTH KENT. VA N= PL" "A." fff, AMERICA masam DATE DEsmFnON 9101-5 A B 12/19/20 95X CIYS BPR C 05/15/2, 951E WAS VIES D 05/24/2, . cvs EFR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCRON SET 27107-046 WATCM-046_A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY EQUIPMENT DETAILS A-6 - DER; aut AT&T NOKIA MICRO EQUIPMENT INSTALL ( .... POWER USAGE - 10331 HE 72ND WAY REM f. MODEL DESCRIPTION PLACEMENT WEIGHF(LBS) _ QUANTITY - (WATTS) REDMOND, WA 91052 - CALTRONICS/ IN POLE TOP 22-7 1 3 ISO -- PNTC PREPARED e`er... - _ - I ANTENNA CO2412 B6613 CANISTER € ` INSIDE POWER MODULE GO ENCLOSURE 233 1 _ 1200 ��� N@$WOik SOIU$IORS p5U-1200W-45-N - 2221p WIN SOUTHSOU '. FlBER U. INSIDE TERMINATIONCLEARFIELO FDP-xWBI ENCLOSURE 5 _ 1 - 15 KEN,. WA A 98072 99 - BOX (BASE) - PR�PA EO B?= £ NOKIA 312/B14 AHLBA 812/814 INSIDE EN(�E)RE � -f MICRO RRH € (70OMHZ) 53 1 320 _ AMERICA -'`- NOKIA B25/B66 AHFIB B25/B66 ENCLOSURE 66.10 1 320 = a�st c1�r Azxma ttem� U MICRO RRH (PCS/AWS) :ms - eto�m.....u�rcmn ) I Lm Pm e INSIDE - RAYCAP RSCAC-1333- ENCLOSURE - 5 6 - € 1 I � RC .4 . ) DISCONNECT PS-240-DL 5 (BASE) ] ! ' R�V, 617E DESCRIPTION TOOLS # _ j A 09/30/20 90F CDS RRA '.. TOTAL 178.1 6 2125 8 12/19/23 95% CVS BPR ` -- C 05/15/21 95R CIS A8S 'POWER USAGE IS APPROXIMATE.. POWER COORDINATION BY OTHERS- D 05/24/21 95R CDs BPR -----... NOT FOR CONSTRUCTION ---- NOT USED ----. €9CA�B T� 4 - -- --._. EQUIPMENT SCHEDULE 0 1T r.s. 2 LABELED AS CONSTRUCTION SI _.. MANUFACTURER: 812/NOKIA= MODEL: B12/B14 (700MHZ) HEIGHT: 24.80" I WIDTH: 11 50" is DEPTH: 5.70" 1 I WEIGHT: 53 LBS ? VOLUME: 0.9407ft' 11 50' �. 5.70" G11fQ➢Y06L � ,. t".2Y a D ar SC EdIde - e 27107-046 WATCM-046—A ` Iry 178 SW CAMPUS DR FEDERAL WAYWA 98023 �r ++= KING C, UNTY 3 11 Am SHEEP TRIi EQUIPMENT DETAILS ' SHEET NUMBER A FRONT VIEW SIDE VIEW A-7 NOT USED, 3 B121B14 RRH DETAIL \\-a-..-.. r .. �: NOTICE SIGNS MUST BE PLACED OPPOSITE EACH OTHER ON THE ANTENNA a RF WARNING SIGN (ANTENNA) 3 x.. 3 5' s AT&T operates antenna at this structure Above this point you an entering an arse where radio frequency (RF) fields may - exceed the FCC General Population exposure llmlls, _ Follow safety guldsllma for working In an RF environment Kesp lift away from the fronts of the antenna.. Contact AT&T at BOO-638•2a22, opt 9, 3 an tl follow their InsW ctions prior to per arming any maintenance or repairs above this point ,ur. r. erar QL —in e t RF WARNING SIGN (EQUIPMENT) PLACE TWO NOTICE SIGNS OPPOSITE EACH OTHER 4 FEET BELOW ANTENNA RADOME NNACE MUST BE ORDERED FROM STONEHOUSE SIGNS INC, ACCORDING TO THE GUIDANCE IN SECTION 6 2 'STONEHOUSE SIGNS ORDERING PROCESS (GRAN) IN ATT-790-202-062 DAS (DISTRIBUTED ANTENNAS SYSTEM) AND CRAN (CENTRALIZED RADIO ACCESS NETWORK) SIGNACE STANDARD." =NOTE: 1`STONEHOUSE ORDERING )PART NUMBER: R892RPE-111 NOTE INSTALL PER MANUFACTURER_ SPECIFICATIONS AND... FCC Nokia Micro Location Wn 6-Pert LONIh'Id Bards Antenna Ari Design Single Antenna with x x x 4 Ports Mid -Band (2 GHz) +2 or Port Low -Band (<1 GHz) x x x x x x l nv P."ds - - 140 Bards (- -` OLKIUIIS RRH l/2 AHLBA B121,11 -4T4R or 212R (4/2 Pods) B14 should not he achvatm RPoi-12 - RRM-3/4 AHF 113 1325'1360 - 4T4R (4 Ports) AHLBA "A -a - No Unliconsod RRH/LAA for Micro Location -B12 a'Js -A(; POvler 2 - (' (/rawer feeds loredch radii) i YI1 ?°CPR'(c>SGNR T Fb5 Ts--rau r Carl Rbers to'frOM HUD PLUMBING DIAGRAM Nw- at&t �'1a331 NE 77r1O WAY REDIIOND, WA 99052 PLANS PREPARED FOR: — a Networl' SolutIOnS 22263 MM AVENUE SOUTH KENT, WA 90O32 [PL—ANS APREPARED RIA snn xcx. � a xn.,a Res Fz,yrw... a Avd 4. DATE DESCRIPTION A 09/30/20 9O% GO'S RRA B 12/19/20 95K CUS BPR C 05/15/21 95i CD'S VBS D 05/24/21 95X GO'S BPR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 27107-046 WATCM-046-A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SHEET TALE -_.... PLUMBING DIAGRAM & RF WARNING SIGN _...SHEET NUMBER RF-1 ¥ 3/8EXPANSION JOINT - 1/2" RADIUS rs FOR CURB k GUTTER ul _ USE DETAIL 3-4 'y —2' CRUSHED SURFACING _ TOP COURSE VARIES PLANTER STRIP SIDEWALK AS REQUIRED '— FOR CURB h GUTTER USE DETAIL J-4 —2" CRUSHED SURFACING NOTES OP COURSE 1 FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS. AND SCORE MARKS 2_ SEE DETAILS 3-6, 3-6A, h 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS 3_ WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC. 8-14. SIDEWALK SECTION NHS_ 1 AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES, POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RIGHT 2.. AN E%PAN SION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT MATERIAL SHALL BE PLACED IN THE UPPER 2 INCHES OF CURBS AND SIDEWALKS AT 10 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. (JOINT MATERIAL OF 2-1/2" DEPTH MAY BE USED IN UEU OF 2" DEPTH). 3 EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB AND GUTTER, WHETHER THE 51DEWALK IS ADJACENT TO THE CURB AND SEPERATED BY A PLANTER STRIP 4 TOOL MARKS, CONSISTING OF 1/4 INCH -V GROOVES SHALL BE MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS 5. AN EXPANSION JOINT CONSISTING OF 3/8" PRE- MOLDED JOINT MATERIAL SHALL BE PLACED FULL -DEPTH BETWEEN THE CURB AND ADJACENT SIDEWALK 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ASTM D1751 (AASHTO M 213). 7 MONOLITHIC POURS OF CURB AND SIDEWALK ARE NOT ALLOWED B. ALL UTILITY APPURTENANCES WITHIN THE SIDEWALK SHALL HAVE ADA-COMPLLANT NON -SLID LIDS PLANTING STRIP CURB RAMP - - - - - OR DR - - EXPANSION JOINT SEE NOTES AT LEFT 1/4" DEPTH 'W GROOVE � =- O C-C L-t --DEPTH EXPANSION JOINT.. ONE FOOT AROUND VALVES, HYDRANTS POLES ETC --CURB AND GUTTER 3" WIDE. SMOOTH TROWELED 1/4" "V GROOVE PERIMETER (TYP-) -TC - _ ' —CEMENT CONCRETE CURB AND GUTTER - i --BROOMED -_ - FINISH 1/ 4" "V"-GROOVE (TYP.) H -'_ EXPANSION JOINT IN BOTH `=EXPANSION JOINT IN BOTH CURB AND SIDEWALK CURB AND SIDEWALK _ SEE NOTE SEE NOTE 3. ,. SIDEWALK AND f SIDEWALK ADJACENT TO CURB SIDEWALK CONSTRUCTION DETAILS Features B Specifications • Designed .o meel or exceed ANSUSCTE-77 Tier 15 retlnge (TRUE 15 Series) or Tier 22 ratings (TRUE 22 Series) for varrals s ' mvv� • Smxsumly mW_ - K: advanced compDsde material construction produ[es enclosures that are durable. Iightwaighl. easy to install, and resistant to chemicals and water • Tapered wall sides create ma umum usable interior spate sam.racosa. Ir a`A' Is c1r. u`,iTw sos}e� ism Mil- UVAl _.r,il'a Xmffis5:10 Gila • D,,pxt,AbonomdQ ;Xnvvt.gto--zt_lbj�eyxYg _. -.a. • ul,i a� � m v; fwo eta =1.1_Lvkly gLAur€+j -d Y3€ay u. • Stainless steel hard Ware. Including hex -head or penis head bolls • Integrated EMS detection available C_ t� ra°. �r �n ~§ � cQXI Comer = tT-5. €�. =1g €y1 5. 1 : is `x51 T'cs° WM :wM r 'u4:c�. s d.. Art-.ftfu "_ ,Ak ify i 1*ftt wl ztz:- -z�_--- -- VAULT DETAILS FINISHED GRADE, OR GROUND -k TRENCH COVER MATCH SLOPE AND _ t THICKNESS OF EXISTING WIDE WARNING TAPE TO RUN THE ENTIRE LENGTH OF TRENCH 8" TO 10h BELOW GRADE ,E COMPACTED BACKFILL k OIL ED T CaMFhC ED CLEAN FILL -GROOMED FINISH (TYP.) 3" WIDE, SMOOTH TROWELED PERIMETER (TYP ) CONCRETE CURB AND GUTTER SEE CITY STANDARD DETAIL DWG. 3-4 AND CURB AND GUTTER SEE NOTE 5 CARRIER, ___------ _- aw 1BJJI NE 721D WAY REDMOND. WA ve052 P1AN'S PRypAsi s FORTaslec Network Solutions 22M BATH AVEMIE SOUTH KEW, 1NV NO2 PLANS PRCPAR 6 BY: AMERICA bqrsw�ra AUCe�Cr s xrmio ar+er Az� REV. DATE DESCRIPTION r A 09/30/20 BOG WS FIRA B 12/19/20 95x WS BPR C 05/15/21 9= CD$ VIRS D 05/24/21 95x CD'S BPR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET . COMPACT D 27107-046 PROPOSED POWER 6;771_7�Z CLLEAN FILL BED WATCM-046-A FROM PROPOSED178 SW CAMPUS DR EXISTING POWERUNDISTURBED SOIL FEDERAL WAY, WA 98023 ,I KING COUNTY UTILITY TRENCH NOTES: CONDUIT SIZE, TYPE, QUANTITY, AND SEPARATION DIMENSION TO BE SHEET----TITLEI. VERIFIED WITH LOCAL UTILITY. 2.. ALL UTILITY TRENCHES WITHIN THE FENCED COMPOUND OR UNDER ANY VAULT & SIDEWALK PORTION OF A GRAVEL DRIVE AND/OR ROADWAY SHALL BE BACKFILLED WITH AASHTO #57 COMPACTED AGGREGATE_ CONSTRUCTION 3, ALL CONDUITS SHALL BE INSTALLED WITH 3/16" POLYPROPYLENE ROPE DETAILS (PULL STRING) SUITABLE FOR PULLING CABLE THROUGH DUCT. 4 ALL CONDUITS SHALL BE CLEAN INSIDE WITH NO DIRT OR ANY OTHER ____------_ " 4T3 -MR. 4AALL G CATE ALL kS IN= OBSTRUCTIONS '- Ifn ME1 WI -.N Tl-F CIM"UNO AND S A 5 ALL BENDS MUST SWEEP 36 WR-- AND M £MU§ !Jr 3 SWEEPS. ANY 5[, 10"k WEF' M Y3 '=ram 11'E 'J COMPANY, F` I._ dr'' -IfOLG @ A +. 5 Fst. fF-S >i'F- .a7 M GX=n' SHEET suse's 6 TH_ dtbtrt gHA:LL ERF g`0 t €,"kC'W '1.TL . L'b=`V•.fa- EXTREME SPECIFICATIONS FOR INSTALLATIONS DG AA'«.1S-* E IF ul_RSE5 A. 4_�'e1?RLO C-1 J UTILITY TRENCH DETAIL 1 1777-7-7-1I. 0 �' . hlTli FWT—Evr u sc..s coy Ell 11 G— H R N 5 UEJ—All- — - - ------- - - - - ------- — - -------- -,j ------------ i. -:l DLIAIL Y TRANSITION COLLAR MATERIAL DATA SLIP nFTATI S- - — - - - — ---------- POLE ANO LUMINAIRE ARM OATH N31 I AL 11E. 1- L—T 2 11. HVIG1,T E 1 A (IT) I k7 00 - - — ------ - 1 61 2 64 3, 2 40 4 r r 11ASTEC FEDERAL IIAY WA � I METAL POLE DETAILS NA50ii89P1 aut REDMOND. 0 NM - PLANS PREPARED FOR: -ec as - Network Solutions 2=3 wm MME SOUTH KENT, M 98032 PLA,± PREPARED BY: AMERICA Of, DATE DESCRIMION NO" A 09/30/20 BOX CO'S RPA. B 12/19/2D = CVS SPR C 05/15/21 957E CO'S WE D 05/24/21 = WS BPR NOT FOR MI�-7WJCtHDft UNLESS LABELED AS CONSTRUCTION SET 27107-046 WATCM-046-A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SHEET TITLE METAL POLE DETAILS SHEET NUMBER S-2 I}?W2TIB60VNx METAL POLE DETAILS - PICO - EU7OPMENRCLRS' BASE CABINET _ Ff71 IT PMFNT LIST _ = - 3C 192]0 EI�FSF12 MICHO BASE CABINET EUUIPMENT LIST I =i INA501169P1 Ino21 3S9-zi01 aut ��16J71 !E 72NO YMY REDYOID, Ilk W= PLAW PREPARED FOR:. =e M Network Solutions 22253 OM AVENUE SOUTH KENT, VIA MN AMERICA .; REV 047E `-DEMMPTION A 09/30/20 90.E CEPS RRII B 12/19/20 95X COS DPR C 05/15/21 967E CD'S VW D 05/24/21 967E WS BPR NOT FOR CONSTRUCTION UNLESS LIBELED AS CONSTRUCTION SET 27107-046 WATCM-046—A 170 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY —_. SIIEET TRIE METAL POLE DETAILS SHEFT NUIMR S-3 D—S:gn E-1b ID. 5D308A1A 204D 4BES-BB23 BA2BMBB565E COMPONENT SCHEDULE OI METERBASE: 200 AMP 4JAW. B-LINE U264 MANUAL BY-PAG W/ 5" JAW AT 9:00 POSITION O PANELBOARD:120240\-AC100A\IPCOP?=:i3LS. MAIN'BREAKER:100AMIPFRA\IE.100A\I?-R1?.EA.-\-9 _ .. BOLT -ON BRANCH BREAKERS. EA I O\ 1) ?H BA3 2 - 20 2 ILLUMINATION BRANCH A & B 1 -20 I ITS BRANCH 1- 20 I CONTROL CKT BRANCH 1 -20 1 GROUND FAULT RECEPTACLE BRANL'- 3-201 SPARE BR ANCH O CONTACTOR: NEMIA LIGHTI\G RATED.30.A. _ POLS. -= \ AC •_ : __. SOD 0 8910DPA34\ 02. I - REQUIRED PHOTO CELL: PHOTO ELECTRIC CELL:f\ \TT. \ AC - K MOUNTED INSIDE CABINET BEHIND ff IREG_ ASS A%-Ni�11`. SO PHOTO -CELL BYPASS SW ITCH. SPOT. 15 AMIP. --- \' \C 6O GROUND FAULT RECEPT\CLE: 20 AMIP. 1-N 1C.7='?L=C CABINET: NF.MA 3R. PAD\IOL1T 15" VU\IINU\I 2 SCREENED AND GASAET57\T_\-� DOORS:HEA\'YDUTI'HINGES.LTFT-O=F-\mac STAINLESS STEEL ALIT HANDLES.?A7LC KA3== "BEST' CX LOCK ON DISTRIBUTION 7GC`3.?•_ PTNDOMA' IN METER DOOR. CLOSED C=-- ]_ _?i1= _ -SN=. CARDHOLDER FTNISTL MILL FINISH ALCMII\UNI NOTE: 1 SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE SERVICE CABINET NOTES STD PLAN - 122 2 PUBLIC WORKS_ DEPARTMENT . -A7 SERVICE CABINET NOTES i1 ER CITY OF FEDERAL WAY STD. PLAN-122.2) 3 SERVICE CABINET - 1. 1-a 3 GAZ 2127,12020 SERVICE CABINET DETAILS (PER CITY OF FEDERAL STD. PLAN - 122.1) : at&t REDMOND. NE TWl WAY NNM IMD. WA 9lD52 PLNt . PREPARED FOR: �M Network Solutions 22M WW = - W211 KENT, WA UO2 P PREPARED 6!: AMERICA FI... S NCYI�c1r 1123 " �a��rc�w�. iiE415 Riv DATE DESCAPIION _ A 09/30/20 WX CD'S RRA B 12/19/2D 95N WS EPR C 05/15/21 95X CD'S ves D 05/24/21 95R CVS WK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 27107-046 WATCM-046—A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SHEET TIRE SERVICE CABINET DETAIL 12 sxEEt NUN9EN S-4 A-E ITHELLURSSTRATIVE ONLY. aT O - w� -'- am NE 72MD YMY RFDYpD, IM 9l032 RM ..PLANS PREPARED FOR - M Network Solutions 2= MM AYENUE SOUTH IBTdf, M "02 Tj.LAt�S PRA;2E0 Bf: L AMERICA z = n= —i E:,y,.... & �. 1121), .. m.. . Um M� DATE D C/30/20 9dS CDs A W90% ' B 12/19/20 95R CD'S B R P LE WOEt STREET LAMP �� ">>_ R C O6/15/21 96fi W'S VBS D 05/24/21 95R W5 BPR RRH N-- - —(TYPE TCI R DC CABLE TO TYP - STREET LAMP (TH)HN/iHWN/VW-1 3 TYPE ) TC-ER DC CABLE NOT FOR WNSR2UCNON UNLESS LABELED AS CONSTRUCTION SET NOT USED KT� '. SURGE SUPPRESSOR �I 12 4- { PAIQAP DISCONNECT/ _ SURGE SUPPRESSOR -_ (1) 2-k12 THHN/THWN/VW-1—t. --.y .. TYPE TC-ER DC CABLE TO RRH r SWITCH 4 AMP BREAKER.TYP. �" 3 �� METAL OXIDE VARISTOR TYP. CF*v31 B» �: _ '`�'�LNn ea $€ k � x NEUTRAL BUS BARS— - ( - �- 27107-046 - WATCM-046—A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY _ sNET:T TRI¢ ELECTRICAL SCHEMATIC DETAILS � sH¢r NUM9ER E-1 �'�:� NOT 2 POWER SCHEMATIC _... _... -t. CUSTOMER APPROVAL m 310945-126760 50kVA 1201240v (A) 162760 Lr-S5 r—Is' i PSE INST. 1-RUN 110 UG JKT CABLE 1150' am POWER GENERAL NOTES COMERCtAL PROJECT ISMI ME 72ND WAY REDMOND, IAA 9MW PLANS PREPARED FOR: _4111 a S Network Solutions 22263 WH AVENUE SOUTH RENT, WA W032 -PLANS PRE - ARM 8. AMERICA _7 7 - ----- LEIS TOD-- f Mtn - SOUPLKIFTND WATCH N6A271OT46 ENERGY RIE"ASIONS ON- DATE DERI.05� "W4 A 09/30/2D 907. CD'S RRA B 12/19/20 M WS SPR C 05/15/21 951E CD'S VBS D 05/24/21 95% CD's BPR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRl1CTI0N SET 27107-046 WATCM-046—A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SHEET TIRE PSE DESIGN MEET NUMBER E-2 ALI, METALLIC PAFT OF THE INSTALLATION ON THE POLE SHALL EE Bav:� t" A� K UNDEO. COPPER C Nix WIRE. #6 AWS MINIMUM SIZE SHALL BE LEO V TF `ASS OR FEEDUNE CONNECTION POINT OF THE € fl-ih TO "'ND ROAD AT THE BASE OF THE POLE AND E P".=�'-_'+T �_ �'� A •-r•F�T FEEDLINE CONDUIT. THE GROUND WIRE DETAIL SHOWS GENERAL SCHEMATIC GROUNDING REQUIREMENTS ONLY ----- SHALL BE PERMANENTLY CONNECTED TO THE GROUND ROD- LEGEND }. WHERE A PSE NEUTRAL CONDUCTOR EXISTS. THE GROUND WIRE SHALL BE PERMANENCY BONDED TO PSE NEUTRAL CONDUCTOR AT THE CADWELD CONNECTION OR EQUAL LEVEL PSE CREWS. cl:%; S= `1DIC R a4 �IYO O, B FEET MINIMUM IN LENGTH SHALL BE INSTALLED (WHERE NO CRY OF FEDERAL WAY GROUND ROD & INTACT GROUND 4. 8 IM s THE BASE OF THE POLE. THIS INSTALLATION SHALL MEET OR EXCEED THE REQUIREMENTS OF CONSTRUCTION GUIDELINE I MECHANICAL CONNECTION, D16-2. DBL-BOLT OR EQUAL S. THE GROUND WIRE SHALL BE COVERED BY A PROTECTIVE MOLDING FOR ITS ENTIRE LENGTH ON THE POLE EXCEPT AT THE POINT WHERE _ IN -LINE CU C-CRIMP. R MUST E _ E- Dt,- 6. THE PSE 'a7 v U51.Ai 3 r=gJR s-1u� 0E BONDED TOGETHER USING COPPER N6 AWG WIRE. SPLIT -BOLT, OR EQUAL 7. GROUND W NA�L IV, . .� � L AL.LM g E T BARE GROUND WIRE TO PROTECT LINE WORKERS, THE WIRE, AND THE PUBUC BAR T=1 c Ih.. A± L A I TWO ?.i LCW GRADE. B ICE MAL HAL EN ONE 4 -'TIT"-T�� LENGTH. INSERT GROUND WIRE FROM THE BOTTOM OF THE GROUND CLAMP AND 3?.',n^ .--= MASTER GROUND D P 9E-7,1R1 T12HT_NING. C n- SECONDARY OR SERVICE NEUTRAL ON THE POLE. PLACE GROUND WIRE ON POLE #2 COPPER -TINNED, SOLID BARE WIRE. BETWEEN FACE (STREET SIDE) AND SERVICE NEUTRAL. - AD 1/2" WIRE COVER ON THE BOTTOM 9. DROVE GROUND ROD IN FORM UNDISTURBED EARTH. _ ""`- — 12' MIN. 36'CAL BELOW GRADE OR 6" 10. REFERENCE PSE STD. BELOW LOCAL FROSTLINE GROUNDING NOTES NOTES: 1. COAT ALL MECHANICAL CONNECTION WITH "NOOX" OR APPROVED EQUAL 2.. ALL GROUND LUGES TO HAVE INSPECTION WINDOWS/SIGHT HOLES #6 ANC TO ANTE Nh GROUNDS AND EQUIPMENT GROUNDS GROUND BAR IN WALL, OR POLE TWO HOLE LUG, OR EXOTHERMIC —' WELD TO BE USED N TH R2 AW'G 9CW TO GROUND ROD ) 02 GREEN STRANDED TO 02 SOLID PROPOSED OMNI-DIRECTIONAL ANTENNA ANTENNA GROUND POLE EXTENSION GROUND PROPOSED AT&T SG ANFEN A W/INTEGRATED RAW RRH 06 ANC GREEN STRANDED COPPER 02 AM COPPER -TINNED, SOLD BARE WIRE EQUIPMENT BONDING JUMPER /6 AWG GREEN SIR LADED COPPER, TYP, GROUNDING BAR 22MESIER CU/Cu BAR 3 W/DBLOUBOLT WONN i -_ -- DlscoNlNEcr CONNECT TO /6 AWG GREEN - POWER MODULE SECONDARY OR STRANDED COPPER _ ,= FIBER TERMINATION BOX — PROPOSED SERVICE NEUTRAL " - ;"� RRH = METERED SERVICE GROUND 112 AWG POLE GROUNDING - PEDESTAL BARE OR GREEN STRANDED COPPER CONTINUOUS GROUND ROD -/ , — STRANDED 1/2" DA PLASTIC""' MOULDING I + POLE GROUND BAR O NSULATED IR POLL L TJ 2 WX6't DU/CU CLAD W/ WE /2 SOW SOLD BARE TINNED .— � � y' DBL BOLT KN -- .'`- COPPER WIRE �) TI _� t - AWG SPUD TNNED COPPER WIRE DOWNLEAD. EXISTING FINISHED SLIPPAGE, TAP... GROUND ROD CAMP R 5/8'Y XB' LONG GROUND s. ROD (NOT REWIRED IF PSE GROUND ROD IS PRESS NT)- F HARDWARE DETAIL FOR EXTERIOR CONNECTIONS GROUNDING DIAGRAM PILE GROUNDING �- EXOTHERMIC WELD I � � CONNECTION TD NEW � GROUND ROD j (N) GROUND ROD 5/B" X B" LONG 1 COPPER CLAD STEEL (24" FROM - POLE AND 12" BELOW GRADE) (N) GROUND ROD 5/B" X B" LONG COPPER CLAD STEEL am 16MI NE 721D WAY REDYOND, WA W= FkANS PREPARED FOR: as c Network Solutions 22265 WTH AVENUE SOUTH KEN, WA 9801E P°fAKS PP, -PARED ED AMERICA .� „3. >m-AEA�TOcmn.�lElYs mn �LETS PML If IcI-vpm-3m I., GATE IN: DFSQWIION mui A 09/30/20 90% WS RA B 12/19/2D 95X WS BPR C 05/15/11 ON CD's VBS D 05/24/21 95X WS SPR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 27107-046 WATCM-046—A 178 SW CAMPUS DR FEDERAL WAY, WA 98023 KING COUNTY SHEET TIRE GROUNDING DETAILS & NOTES SHEET NUE00 G-1 2 -3 -------- -- 1 1Z 17 00 s E D- 25 �c AN SEC—:D% A —A Es vainwnt ±u2 29222> - 22P:P9E<T L : . m:a_ . 1 21rG2 - l RE ADM END El -A:L HAL TL BAS.- 4�c _Z� '- - : — Z�_ -ILE 3 DVEA -,ER A ,-, _-Z 1 3A I EA— H A� --AM A 'A 0 C) I LLI U) o cc F- F-I F- C3 < U) z Z LLI z 0 ...... .. . .... 0 < z M 0 x U) z -i Lr 0 W F-I -J " m F- 0 �-1 > < 0 LLI < -i LL -1 F- f F-i F-I > Ww M F- D z < < 0 Lr) M u co - (r) 0 u -i mwmz z Z M}Wmz u 0 -1 LL M 0 0 < D-1-JWO -i < - OLLU 0 F- -J M F- U cc (n u cr Lr) < < < J (1) 0 w I LLI -i z 0 HUH M aH Z F- M Z -J F-I - M C-3 OH z mmu "U-JOMOMO u ZMMLLO Wm< <<Z"MWLL < =F-W"H F- 0 cc> U) ::3 "F- F- -F-ZF- Z F-- W Z Ld -J LLI Z F--J< -<M<CU) < Z -J Ln 0 F- < in F-IO:r. > -JZZ W<WLLF-F- ZUOOMM Z— W<F-IOZ"UZ U< 0 M-JW 0 < N Co=)<XOMX"MD-j "W cr -i w L) 0 0 0 Li C) 0 Z F-LLI L) F- Cr 0 (f) 0 D Z -JLLI<ME:3LLJ -i W LLJ M: LL W > U):E M <LL"F-MOM <MF-MMF-0 —ZF- MLLO L) Ln " \ m 0 (f) D < = 0 F- 0 Z W M < < F- N M <OMLLWUOUU- m <00 < C)UO- OMWF- 0 Z>-F-OF-WWXO LO Z F-I F- 0 0 F- Ln U U M X M W -j W LLIWLDM:F-O=ZO U" < F- F- 0 F- fl WWMMHO Wr,<F- -i z z cr LL. < F- 0 Ln F- F- (D Z LL "0 0 F- F- 0 Z 0 U)<00wF—< (nLnw OM "Z<W" . ............. . ........... CC F-- F-- C3 0 < F-i -i M: - F-I 0 U) 0 M LIJ U)M (D En cl < W M M M W W U F- U F- Z m z zzz WMW"MWOZU)O x -1 0 w "M000wmomm"Ooo< WOWO" F- U.- . . . MW <WDOMQ-MUMZ MF- 0 MWF-F-F-F-F-F-MF-OUF-M MF-"M < z 0<<<< ZZO<W WWZ" >-OM-i LL OCOMDO mmwxmo •LL 0 M =M=ZZOOXW F-�-i N -J " F- M U F- D = M -1 U -J F- -J W < -J W Ln M W U -J U) 0 0 0 W Z -J M F- -J M W C) 0 W W Z < W CC < LL LL LL CO W > U-) < F- U) < F- 0 N U) > M: < U Z .. ....... . — . . ............ w 0 r, Nmq LO (D r- co 0) Valmont Industries, Inc. West 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 Intonnation Thesc documents, drawings and/or calculations and all information related to there are the exclusive property and the proprietaq information of Valmont Industries, Inc. md are ffirrushed 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. Valmont Industries, Inc. West Highway 275 P.O. Box 358 Valley, Nebraska 68064-0358 USA (402) 359-2201 Table Of Contents Federal Way/Mastec-35'RTS-8'Davit Arm-51round base cab(115MPH-A15).... 1 Federal Way/Mastec-35'RTS-10'Davit Arm-51round base cab(115MPH-A15).26 Federal Way/Mastec-35'RTS-12'Davit Arm-51round base cab(115MPH-A15).51 Federal Way/Mastec-40'RTS-8'Davit 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 (lb) rround Line Diameter (in)Top Dia. (in) 35.0000--1 427- -1 11.00 6.160 Section Characteristics 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 IS1.05 0 ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS, BY: IW708044 02/03/2021 SUBJECT: Federal Way/Master-35'RTS-B'Davit Arm-5'round base Folder: 501189 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 Quantity6 Yield Strength (ksi) 55 Tensile strength (ksi) 92 LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) VERSION: 23.4.5B.0 cab(115MPH-A15) File: P35DAVBA15CBdesignl 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 naire Arm 1 Stylell Span Length (ft) Xw 8.000 Orientation 0.0 Member Base O.D. (in) 4.37 Outer End O.D. (in) 2.72 Thickness (in) 0.11960 Attachment 28.25 Height (ft) Rise (ft) 6.5000 Slope at Base (dej 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 45 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. 0 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 momeritsPlastic Area Radius (ft) (in) (in) Ratio oiF Section (in2) of M Incrtwia 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 30a0000 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 73.980.00 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 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: Forces and Moments (Strength I) section Forces (:lb)..Moment (ft-lb) I Wind.1 Height'Fx Fy Fz Mx My Mr Diret. (I t) (deg) 35.00 3,740.00 562,49 0,00 14.04 0.00 0.00 28.25 4.75MG 798.13 0. 00 1, 538. 83 0. 00! 0.00 0.00 0 � 20 0 � 00 1 , 272. 90 0. 00 1, 606 . 50 0 . 00 � 0 �OO These hciqhV,5 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. 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-Al5) Folder: 501189 File: P35DAV8A15CBdesignl Pole: Resistances (Strength I) NOW= Factored Resistance '11hese heights are above the pole base plate 0 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 Stress �'actored Resistan7e 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 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 Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File: P35DAVBA15CBdesignl Pole Deflection Information: (Strength I) Crii-i-1 Wind nirpri-inn- 0-00 Height Y-Defl, Deflection Angle X 1.)ef].ection Angle Y IX-Defl, (ft) (in) (in) (deg) (deg) 35.00001 1.42 6.00 0.38 0.00 32.5000 1.22 0.00 0.38 0.00 30.0000 1.02 0.00 0.38 0.00 28. 2500 0.88 0.00 0.38 0.00 25.0000 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 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 0.00 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 5 e 7 tic n "c"01 at Top ofl Above iPole Cev,t.erl�.,�e�Pr:ac,, jetedDrag Section Base t Area Coeff. (f t) (ft2) ?TTcf-IMT. 1 38.7500 0.0000 14.90 1.01 \TTCHM'T , 2 35.0000 13.0000 2.00 17 , 35.0000 33.7384 0.0000 1.3.1. 01 81 32.5000 31.2390 0.0000 1.38 0.7' 30.0009 29.1198 0.0000 1.011 0.7, 28,2500 26.6081, 0.0000 1.97 0.6 25.0000 23.74051 0.0000 1.601 0.6 22.5000 21.2409 0.0000 1.67 0.6 2() , 0000 18.7413 0.0000 1.74 0.53 17.5000 16.2416 0.0000 1.82 0.5 15.0000 13.7420 0.0000 1.89 0.5 12.5000 11.2423 0.0000 1.96 0.4 10a0000 8.7425. 0.0000 2.04 0.4 7.5000 6.24281 0.0000 2.11 0.4 5.0000 3.7430 0.0000 2.18 0.4 2.5000 1.24331 0.0000 2.26 0.4 Kz Kd W i nd, wind Prps s u re ForcE I (Pnf) (lb) .030.85 34.71 51-, 7 0-3. 7. -85 34.04 6E .000.85. 33.84 3' .990.85 33.37 3( .970.85 32.95, 2 .950.85 32.42 4 930.851 31.783, 910.85 31.18 3, .890.85 30.53 3: .860.85 29.82 3( .860.85 29.04 2 e .860.85 28.18 2' 1.860.85 28.09 2' 860,85 028.09 2' 28-09 1.860.85 28.09 2@ 1.86 0.851 28.09 2 11 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AkSgTO-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: P35DAV8Al5CBdesignl Pole. Forces and Moments (Extreme I) Section Forces 0-b� Moment (ft-lb) Wind He,ight* 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 1,312.41 1,065.71 90.00 0.00 0.21 1,067,721,136.32 -33, 151. 78 1, 3 96.74 1, 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 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-5'round base cab(115MPH-A15) Folder: 501189 File Pole: Resistances (Extreme I) Section Comb. Ap,p1,ied Force H, (,-,, I gh t " Force Axial Shear Bend. Torsion Axial (ft) Inter. (lb) (lb) (ft-lb) (ft-lb) 9 (lb) 35.00 0.11 453.89 553.64 2,078.57 0.00124,736.1 1 28.25 0.28 660.39 774.87 6,917.44 1, 0 6 5 . 7 174 4, 4996.0 0.001 0 61 1, 136. 32 1, 067 . 72 33, 181 . 19 1, 066. 26 22,403,9 These heights are above the pole base plate. ffiwl=rl� P35DAVBA15CBdesignl IN 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 * Per AISC Design Guide I * These are directions toward which the wind is flowing Im 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 Pole Deflection Information: (Extreme I) WM kel'ghtlX -Defl, Y-Def.1..,1 Deflection Angle XMeflection Angle Y (ft) 11 (in) (irk) (deg) (deg} 35.00001 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 25.0000 0.55 9.39 0.26 -3.55 22.5000 0.43 7.62 0.22 -3.22 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 b.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 0.00 Mo 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 CenLr.oid Ecc, From 5elLticn seztlon� Kz Kd Wind 100 1 n d at Top of AbOVe Dole CenterlineProjecttl(i Dfag I Pre 8si.j re FaccE Section Hase (ft) Area Coefl( (psf) (1b) (ft) (f L) (ft2) - 3TTCRMT. 1 38.7500 0..0000 11 14..90 1.00 1.030.85 0.00 kTTCHMT. 2-15.0000 13.0000 2.00 1.001.010.851 0.00 35 . 00001 33.7384 0.0000 1.31 1.10 1,000,85 0.00 32.50001 31-2390 0.0000 1.38 1.100.990.85 0.00 30A000 29.1198 0.0000 1.01 1. 10 0. 9T 0. 85 0.00 28.2500 26.6081 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 . 8 51 0.00 22.5000 21.2409. 0.0000 1.67 1. 10 0. 91 0. 851, 0.00 - 20,0000 18.7413 0. 00�)o 1.74 '1 .100.890.851 0.00 17.5000 16,2416 0.0000 1.82 1.100.860.85 0.00 15.0000 13.7420 0.0000 1.89 1.100.860.85 0.00 12.5000 11.2423 0.0000 1.96 1. 10 0. 86 0. 85 0.00 10.0000 8.7425 0.0000 2.04, 1.100.860.85 0.00 7.50 . 00 6.2428 0.0000 2.11 1.100.660.85 - - - 5.0000 � 0.0000 2.181 1.100.860.85 0.00 2,5000 1.24331 0.0000 2.261 1.100.86D.85 BE 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) sect Lori Forces (lb) Moment (ft-lb) Wind Knight" t Fx Fy Fz - Mx My MZ Direc", (rt(deg) 35.00 2.360.00; 449.99 0A0 8.86 0.00 0.00 28.25 3.000A0 638.51 0.001,221.89770-0 0.00 0.00 0.120001,018.3','!0,001,264.15"10.00 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, IM ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSIM 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-8'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV8A15CBdesignl Pole: Resistances (Service I) Sectio�i�iComb. Applied Force Factored Resistance Height*' Force Axial Shear Bend. Torsion Axial Shear Bend. Torsion (ft) Tnter. (lb) (lb) (ft-lb) (ft-lb) 0=0.9 $=O.q 0=0.9 0=0.95 (lb) (1b) (ft-lb) (ft-lb) 35.00 0.00 449.99 2.36 8.86 0.00 124 , 736. 10 37, 420 . 83 18, 858 . 92 19, 632 . 33 28.25 0.05 638.51 3.001,221.89 0.00 144,496.0343,348.8124,646.7026,344.94 0.02L 0. 041L, 01.8.32 0.12 1,264.57 0.00 03 . 90 63, 167 . 41 57, 142 . 09 46, 430 . 93 These he slits are above the pole base plate, 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 itical Comb. Appl-Jed Stress Factored. e Resistanc Wind Force (p,"i) I (Esl) rect. * Enter. AxiaI Shear 0 F'nt I Fv (deg) 0,00 0.03 f1, 731.1810.00 1,51,750.00127, 600. 00 • Per AISC Design Guide I • These are directions toward which the wind is flowing z 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: P35DAV8Al5CBdesignl Folder: 501189 Pole Deflection Information: (Service I) r,4 1 Wind D! ... ti- n-nn Hei-qh,t X-Defl. Y-Defl beflection Angle X beflection Angle Y! (ft) (in) (in) (deg) (deg) 35.0000 = 0.00 0.30 0.00 32.5000 0.96 0.00 0.30 0.00 30.0000 6.80 0.00 0.30 0.00 28.2500 0.69 0.00 0.30 0.00 25 , 00001 0.51 0.00 0.24 0.00 22.5000 0.40 0.00 0.20 0.00 20.0000 0.30 0.00 0.17 0.00 17.5000 0.22 0.00 0.14 0.0101- 15.0000 0.16 0.00 0.11 6.00 12 . 5000 0.10 0.00 0.09 10. 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 1 0.0000" 0.00 1 0.00 0.00 0.00 wo, 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 Ce-n-t­ro1d - Ecc. From F,(-jr,,tion Sectiori Kz Kd "'no at Top of Above l Pole Centerj.nk--Projc, eted Dr 1: jWind� fires �- Ure ISS ro rc c Section Base (ft) Ar,ea Coeff. (psf) (lb) (ft) (ft) (f ('2) MCRMT. 1 38.7500 0.0000 14.90 1.T1,j 1. 03 0.85 0.00 C 1TTCHMT. 2 35.0000 13.0000 2.00 1.001.010.85 0.00 35.0000 33.7384 0.0000 1.31 1.101.00 0.85 0.00 - - ---- C 32.5066 -31.2390 0.0000 1.38 1.100.990.85 0.00 30.0000 29.1198 0.0000 1.01 1.100.9T0.85 0.00 28.2500 26.6081 0.0000 1.97 '1, to 0. 95 0.85 0.00 25.0000 23.7405 0.0000 1.60 171-0 0. 9310. B51 0.00 22.5600 21.2409 0.0000 1.67 1.100.910.85 0.00 20.0000 18.7413 0.0000 1.74 1.100.890.85 1 1 0.00 17.5000 16.2416 0.0000 1.82 15 0. 86:0. 85 0.00 15.0000 13.7420 0.0000 1.89 1. LL 0. 86 0. 85 0.00 12.5000 11.2423 0.0000 1.96 1.10 0. 86 0. 85 0.00 10.0000 8.7425 0.0000 2.04 1.10 0.860.85 0.00 7.5000. 6.2428 0.0000 1 2.11 1.10 0 .86 0.85 0.001 5.0000 I 3,'/430 0,0000 2.181 1.100.860.85 11 0.001 2.50001 1.24331 b. 0000l 2.261 1e100.860.85 __ _1 0.001 1 a] In BY: IW708044 SUBJECT: Federal Way/Mas Folder: 501189 Pole: Forces and Moments ANALYSIS OF VALMONT INDUSTRIES ACCORDANCE WITH AASHTO-2015 RQMTS. 02/03/2021 iec -35'RTS-B'Davit Arm-5'round base EM Sec on Forces (lb) Moment (ft 1b) W] nd Reight, Fx Fy Fz Mx My Mz D,,i,rect** 35.00 5.630.00 691.66 0.00 21a14 0.00 0.00 28.25 1.250.00 997.21 O.001,867.280.00 0.00 0.00 0.3LO.00.1.,643.230,n�01,972.0,')GIOO 0.00 These hie:L#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. LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) cab(115MPH-A15) VERSION: 23.4.58.0 File: P35DAV8A15CBdesignl PA ANALYSIS OF' VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH khSHTO-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: P35DAV8k15CBdesignl Pole: Resistances (Ice) k These heights are above the pole base plate. M 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 I F nt Fv C de q) 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 El 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) ............... -Defl, Y. Defl. Deflection Angle Deflection Angle Y (ft) (in) (deg) (deg) 135.0000, 1.73 0.00 0.47 0.00 2.5000 1a49 0.00 0.47 0.00 30.0000 1.25 0.00 1 0.46 0.00 28.2500 1.08 0.00 0.46 0.00 25a0000 ----- -5.79 6.00 0 .37 0.00 22 . 5000 0.62 0.00 0a31 0.00 20A000 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 1 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 1 0.00 '1 0.0-0--- 0.00 0.00 w 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 SummarX, - Pole [Height (ft)lShaft Weight (lb)Ground Line Diameter (injrop Dia. (in) 35.0000 423 11.00 6.100 Spntion Characteristics NZ 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 Anchor Bolts Material 5100 - F1554 Bolt diameter (in) 0.75 Bolt circle diameter (in) 17.00 Quantity 6 Yield Strenth (ksi) 55 Tensile strength (kjL)j12 NN 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-Al5) Folder: 501189 File: P35DAV.10A.1..5C3des.i.gn1 Design Summary - Luminare Arms Span Length (ft) 10.000 Orientation 0.0 Member Base O.D. (in) 4.3 Outer End O.D. (in) 2.6 Thickness (in) 0.1196 A t arlimen -1 28.2 Height (ft)j Rise (ft) l 6.5000 Slope at Base (deg)! 3.00 Centroid Location I Horizontal (ft) 2.3186 Vertical (ft) 2.1567 Span To Joint (ft) Yield Strength (ksi) 55 Unbent Length (ft) 6.4545 Unbent Length to Joint (ft) Materiali SIT .. 55 ksi Weight (lb) Jl-- 55 These heights a:r.-e above the pole base plate, :Elliptical. cross section; first diameter is horizontal-. k* 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 be[ -ow. *** if arm is attached with a clamp, height and orientation must riot be changed From values shown above without consulting Valmont. W 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. W ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASnTO-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 SUNZIARY - 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 Diameter' all Thk.,tdoundnessi D/t BIT ;omerl1 sl Plastic Area 'tttadius (ft) (in) (in) Ratio 0� Section (in2) of M 1,nert .a Modulus Gyz.'ation (iPA) (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 47.96'0.00 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 71.38D.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 LO.- bool 11,00 0.13450 100.0 81.780.00 67,66 1 15.87 14.591 3.84 ff 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: P35DAVI0A15CBdesignl Folder: 501189 Pole: Forces and Moments (Strength 1) ecL an Forces llb) Moment Cft-lb) wind*] Heix M ght* Fx Fy Fz My Mz N r'ect (ft) (deg) 35.00 3.99 0.00 562,49 0.00 14.98 0.00 0.00 28.25 5.12 0.00 807.11 0.00 1,641.52 0.00 0.00 0.00 0.21,57a 1, 2 81. 8 8 0. 00 1, 714. 4 0.00 0.00 Thee 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. RN 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) S L, c t ' i,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 0.00 124,736.1037,420.83,18,858.9219,632.33 28.25 0.07 807.11 5. 12 1, 641.52 0.00 144,496.0343,348.81 24,646.7026,344.94 0.001 0. 0611,.281. 88 0.21 1, 714. 43 0.001 22,403.90L6j2,167,457,142,08LA6, 43D,93 ......... 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 ritical Comb. lApplied Stres;FactoTLd Re2iT-anco� Wind Force l psi) (ps 1) i rec 1,— Inter . Axial Shear ¢ Vnt Fv (deq) I 0.00 0.04 12,309.810o.bo 51,750.0012_7,600.00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing KE 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) r r,'t;cal Wiprl ni-t-jnn- 000 Height X-Defl, Y-Defl. Deflection Angle XDeflection Angle Y (ft) (in) (in) (deg (deg) 35.0000 1...51 0.00 0.41 0.00 32.5000 1.30 0.00 0.41 0.00 30. 000 0: 1.09 0.00 0.40 0.00 28.25001 0.94 0.00 0.40 0.00 25.00001 0.69 0.00 0.32 0.00 22.50001 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 L5A000 0.21 0.00 0.15 0.00 L2.5000 0.14 0.00 0.12 0.00 LO.0000 0.09 0A0 0.09 0.00 7.5000. "1 0.05 0.00 0.06 0.00 5.0000 0.02 0.00 0.04 0.0 2.5000 0.00 0.00 0.02 0.00 0.00001 0.00 0.00 0.00 0.00 BY: IW708044 SUBJECT: Federal Way/ Folder: 501189 Pole: Wind and Weight ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) 02/03/2021. VERSION: 23.4.58.0 lastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) File: P35DAVI0A15CBdesignl Force Data (Extreme I) Elevation ,"ejj7r a -1. d7 Ecc. From Section Section Kz Kd W I n(3 WLnd at Top of Ab�we Poe Center] jrePrulecl',ed 1 Drag Pressure, Force, Section Base (ft) Area Coeff, (psf) (1b) (f-t) (}''''I. ) - (f12) ATTCHDIT - 1 38.7500 0.0000 14.90 1,001.030.85 34.71 511 ATTCHMT, 2- 35.0000 13.0000 2-00 1 . 00,L. DI 0. 85 34.05 68 35.0000 33.7384 0.0000 1.31 0.84 1.000.85 33.84 37� 32.5000 31.2390 0.0000 1.38 0.780.990.85 33.37 36 30.0000 29,1198 010000 1.01 0,740.970.85 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 0.650.930.85 31.78 33 22.5000 21,2409 0.0000 1.67 0.61 0.910.85 31 .2 8 32 -7 20.0000 18.741.3 0.0000 1.74 0.5 8 0 . 8 9 0 .8 51 30.53 31 17.5000 16.2416 0.0000 1,82 0. 55 0. 8 6 0. 851 29.82 30 15.0000 13.7420 0.0000 1.89 0.520.860.85 29.04 29 12.5000 11.2423 0.0000 1.96 0.-49 0. 8 6 0. 851 28.18 27 10.0000 8.7425 0.0000 2 04 0.4"I0. 86 0. 85 28.09 2T 7.5000 6.2428 0.0000. 2.11 0.450.860.85 28.09 27 1 5. 0.0000 2.18 0.4"'10.860.B5 H.01 278 2.! 0.00001 2.26r 0. 45 0. 86 0. 85t 28.091 29 IR ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 aQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 VERSION: 23.4.58.0 SUBJECT: Federal Way/Mastec -35'RTS-I0'Davit Arm-51round base cab(115MPH-AI5) Folder: 501189 File: P35DAV10A15CBdesignl Pole: Forces and Moments (Extreme I) sC,,Ctlofl 7orces. (lb) Moment (ft-1 Wind He t * Fx Fy Fz MX My Mz Direct* (deg) 35.00 6.28 554.14 453.24 -2,080.43 23.57 0.00 90.00 28.25 8.11 797.35 666.09 -6, 823. 66 1, 397 . 08 1, 185. 06 90.00 0.00 0,231,089,091,144.43 -33, 807 . 42,11, 490 . 24 1, 1B5 . 6E 90.00 V)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. MN 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) L, oj] Comb. Applied Force iqfitl Force l Axial Shear IBend. T.rsi.n (it) Tnter.1 (lb) I (lb) ft-lb) (ft-lb) 35.00 0.111 453.241 554 . 181 2,080.57i 0.0 .391 6,965.221;1 , 185.0 0.00 .09133, 840.2511, 185. 6 These heights are above the pole base plate, Factored Resistance Axial Shear Bend. Torsion (lb) (lb) (ft-lb) (ft-lb) 124,736.1037,420.8318,858.9219,632.3 144, 496 . 03 43, 348 .8124, 646. 70 26, 344 . 9 22, 403 . 90163, 167 .41157, 142 . 08,46, 430 . 9 W11 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 M 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 Pole Deflection Information: (Extreme I) Critical Wnd Di rec ti- qn-no Height X-Defl . Y-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. 00001, 0.59 9.57 0.28 -3.6 22.50001, 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 1 0.02 0.38 0.03 -0.72 2.5000 0.00 0,10 0.02 -0.36 0-00,00,1 0A0 0.00 0.00 0.00 M 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) F,levatiOn Centroid Ecc. From Section Section Kz Ket Winn WT�d at Top oE Abovp- Pole Centerline Pro"-,fec Led Drag PressureVorco Section Base (ft) A r e., a Coe E f (f +M;, ) (ft) f ,, 2) ATTCHMjT. 1 38.7500 0.0000 14.90 1.001.030.85 0.00 0 ATTCHMT. 2 35.0000 13.0000 2.00 IA01.010.85 0.00 0 35,0000 33.7384 0.0000 1. 3 1 1.111i1.000.85 11 0.00 01 32.5000 31.2390 0.0000 1.38 1.10 0. 9910. 851 0.00 01 30.0000 29.1198 0.0000 1.01 1.L00.97 0.851 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 0 22.5000 21.24091 O.00OOP1.367- 1.100.91 0.85 0.00 0 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. 8 610. 85 0.00 G 12.5000 11.2423 0.0000 1.96 1.10 0. 86 0. 851 0.00 0 10 „ 0000 8.7425 0.0000 2,04 1„100.860.85 0.00 0 ro 7.50001 6.2428 0.0000 2.11 1.100.860.85 0.00 0 5.0000 3.7430 0.00001 2.181 I. 100.860.85 0.00 0 2,50001 1 . 21:L3L 0.00 41 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-51round base cab(115MPH-A15) Folder: 501189 File: P35DAVI0A15CBdesignl Pole: Forces and Moments (Service I) Section Forces (lb) Moment (ft-lb) Win Height* Fx Fy Fz "Mx My Mz Direct" (ft) (deg 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 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. EN ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 SUBJECT: Federal Way/Mastec -35'RTS-10'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: Pole: Resistances (Service 1) Sertion C=. plied Force He,i,ght* F. Axial Shear Bend. Torsion Axial (ft) I tl ter. (lb) (lb) (ft-lb) (ft-lb) (lb) 35.00 0.00 449.99 2.512 9.45 0.00124,736 28.25 0.06 645.69 3,231,303.26 0.00144,496 0.001 0,051,025.50 0,131,349.25 0.00122,403 * These heights are above the pole base plate, Factored Resistance Shear Bend. Torsion (lb) (ft-lb) (ft-lb) 37, 420.83 18, 858.92 19, 632.33 3 43, 348 . 81. 24, 646. 70 26, 344 . 94 10, 167 . 41 57, 142 . 08.46, 430 . 93 VERSION: 23.4.58.0 P35DAV10AI5CBdesign1 EN 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 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 Crid.Ica'I Comb. Applied Stress Fa' -,tared 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 Ev, 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) 0 Jticai Wind DJ-oi-inn' n-nn Height!X-Defl. Y-Defl� Deflection Angle XDerlecr.ian Angle - Y (ft) (in) (in) (deg) (deg) 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 6.32 0.00 0.18 0.00 L'7. 5000 0.23 0.00 0.15 0.00 15.0000 6.17 0.00 0.12 0.00 5 0 0 0 1121, 1 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 M 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 Cemtr,�,!j E cc. Fr.. Section Secz i on Kz Kd Wind Wind at Top of i B.1 e Cet. rlineProjected Dri q Pressure Force Section Base (ft) Area Coefi. (psf) (lb) (ft) (Et) (fL2) MCHMT 1 38.7500 0.0000 14.90 1.00 1.03 0.85 0.00 3TTCHMT. 2 35.0000 13.0000 2.00 1. 00 L.01 0.85 0.00 35.0000 33.7384 0.0000 1.31 1.10 1.000.85 0.00 32000 31 .2390 0.0000 1.38 1.106.990.85 0.00 30.0000 29.1198 0.0000 1.01 1.10 0.97 0.85 0.00 28.2500 26.6081 0.0000 1.97 1.100.950.85 0.00 25.0 YQ 0 23.74051 0.0006 1.60 1. lo b. 93110. 851 0.00 22.5000 21.2409 0.0000 1.67 1.10 0. 910. 851 0.00 20.0000 18.7413 0.0000 1.74 1.100.890.85 0.00 17.5000 16.2416 0.0000 1.82 1.100.860.85 0.00 15.0000 13.7420 0.0000 1.89 1.100.860.85 0.00 12.5000 11.2423 0.0000 1.96 1.100.860.85 0.00 10.0000 8.7425 0.0000 2.04 1.100.860.85 0.00 7.5000 6.24281 0.0000. 2.11 1.100.860.85 0.00 -770777 5.10000 3.7430 0,0000 2.181 1.100.860.85 2.5000I 1 .24331 0.00001 2.261 1.100.860.85 _0.00 m 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) suctJan Forces (1b) moment (ft-lb) Wind height'' Fx Fy Fa Mx My MZ DI rect ff t) I I (deg) 35.00 70°700 691.65 0.00 22.81 0.00 0.00 28.25 "1 . 92 0 00 1, 009. 96 13. 0C) 2, 014.55 0 , 00 0.00 0. 00 '0 . 34:0 00 1., 655. 98 0. 00 2, 128. 88 0. 00 0.00 These heights are alcove 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: P35DAVl0A15CBdesignl Pole: Resistances (Ice) gectj,ora Comb. . . .......... plied 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 b.o91,009.961 7.922 014.55 0 . 00 144 , 496. 03 43, 348 . 81 24, 64 6. 70 26, 344 . 94 0.001 0. 0711, 655. 98 0. 3412, 128. 8 ' 81 0.00 22, 403 . 90 63, 167 . 41,57, 142 . 08,46, 430 . 93 These Ni,e-ights are above the pole base plate. M 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: P35DAV10A15CBdesignl 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 M=0 KIM ft-lb Factored.Bending Resistance 15,165.62 ft-lb Anchor Bolts Analysis (Ice) - Polel - Pole Critical Comb. Applied Stress Factored Resistance Wind Force p (p, Direct.* Enter. Axial hear 1t F'nFv (deg) r - � 0.00 0.06 2, 8 92 . 4 010,00 750 . 02 27,600.00 Per RISC Design Guide 1 These are directions toward which the wind is flowing M BY: iw708044 SUBJECT: Federal Folder: 501189 Pole Deflection w ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE ACCORDANCE WITH AASHTO-2015 RQMTS, (FINAL DEFLECTED POSITION) 02/03/2021 Way/Mastec -35'RTS-10'Davit Arm-51round base Information: (Ice) n 0 00 VERSION: 23.4.58.0 cab(115MPH-A15) File: P35DAV10A15CBdesignl Lflulca.1 geInu 9C 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 rY - Pole Height '1� S�jsll� 7ft) Shaft Wei L Line Diameter ia. (in) 35.0000 1 423 11e001 1 I'lon Section Characteristics W 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 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 Quantity6 Yield Strength (ksi) 55 Tensile strength (ksi) 92 File: P35DAV12A15CBdesignl R� ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASMTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 SUBJECT: Federal Way/Master-35'RTS-12'Davit Arm-51round base cab(115MPH--Al5) Folder: 501189 File Design Summary - Luminare Arms re Arm 1 Span Length (ft,) 12.000 .g)]Orientation (deg) 0.0 Member Base O.D. (in) Outer End O.D. (in) Thickness (in) 4.3 2.4 0.1196 Attachment 28.2 Height (ft) Rise (ft) 6.750 Slope at Base (deg)l 3.0 d Location Horizon 3.352 Vertical 1.627 Span To Joint (ft)l 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. VERSION: 23.4.58.0 P35DAV12A15CBdesignl W-1 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 Mountie Centroidl, Distance jWeight'-,",frective� Load Load I Height I Height To (lb) Pro .1 jected i D-2Q2T1890V 12DAV 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 Bending Moment 34,370.39 ft- Strength I lb Pole (At 0.00 (ft)) 0.07 Torsion 1,330.69 ft-lb Luminaire Arm 1 0119 Shear. Force 1,103.52 lb Base Plate 0.02 Axial Force 1,666.42 lb Anchor Bolts 0,05 Deflection % (At 35.00 (ft)) 0.383 % Ice Deflection (At 35.00 (ft)) 1.61 in Pole (At 0.00 (ft)) Rotation (At 35.00 (ft)) 0.43 deg Luminaire Arm 1 0.09 Base Plate 0.23 Extreme I 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 KI 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 6.45 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 92 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) S Forces �lb) I Moment (ft 1b) :d ect I on Wind Heigh�-' Fx Fy Fz -- Mx My Mr Direct** (ft) (dearly - 1 35,00 4.240A0 562.48 0,00 15,93 0,00 0.00 28.25 5 .49 0 , 00 814.46 0.001,744.360,010 0.00 0,00 Lj. 0() L, 289.2,'L':22 1,822. 47 0. 00 0.00 These hei.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, 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) ,SecL.).wi Comb. Appii.ed Force Height" Force Axial Shear Bend. Torsion Axial (ft) Inter. (1b) (lb) (ft-lb) (ft-lb) �=O. 9 (lb) 35.00 0.00 562.48 4.24 15.93 0.00 L24,736.1- 28.25 0.07 814.46 5,491,744.36 0.00 L44,496.0 0.-210 0. 0 91, 28 9. 22 0,231,822.47 0 . 001 22,403.9 These heights are above the pole base plate. Factored. ReBi3Lancc Shear Bend. Torsion (lb) (ft-lb) (ft-lb) 137,420.83 18,856.92 19, 632.3 3.43,348.8124,646.7026,344.9 1 63,167.41 57,142.08,.46,430.9 m 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 Zritip al Comb. Applied Stre.,�.qElacLor,-ecj Resistance Wind Force (Psi)(Ps), Di.rect.* Inter. Axial Shear � F'nt ¢ Fir (deg) 0.00 0.05 2,427.651 0.00151,750.00 1 27,600.00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing RE 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 (ft) 35.0000 32.5000 30.0000 X-Defl. (in) 191 1.38 1.16 Y-Defl, (in) COO 0.00 0.00 Deflection Angle X (deg) 0.43 0.43 0.43 Deflection Angle Y (deg) 0.00 0.00 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 6.32 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 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 M 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) File: P35DAV12A15CBdesignl Folder: 501189 Pole- Wind and Weight Force Data (Extreme I) Eleva t i,on'Centroi d -77- Ecc. From 75,7- 1,,,,7 Kz gadin Wd Wind wTop 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 N1rcTimT. 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 1Q.0000 8.7425 0.0000 204 0. A 7 0. 86 0. 85 28.09 27 7.5000 6.2428 4 5 0 . 8 6 0 . 8 5 28.09 27 5.0000 3.7430 0.00001 2.181 0.450.860.85 28.091 28 2.50001 1.24331 0.00001 2 . 2 61 0 it 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) These heights are above the pole base plate. These are directions toward which Lhe wind is flowing, They are angles from the +X axis in the X-Y plane. W 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) ec t j-o,,l Comb. 1, Applied Force eight* Force I Axial I Shear Bend. ITorsion (ft) Enter,j (lb) (lb) ft-lb) 1(ft-lb) 3 5 . 0 01 0.111 452.751, 554.571 2,082.061 0.00 28.25 0.291 670.73f 816.371 6,982.3911,329.84 0.00 0 . 6311, 151 . 0511, 107 . 15LLLd . 4011, 330 . 48 These heights are above the pole base plate. Factored Resistance Axial Shear Bend. Torsion (lb) (lb) (ft-lb) (ft-lb) 24, 736 .10 37, 420 . 83 t8, 858. 92 19, 632. 33 44, 496 . 03 43, 348 . 8124, 646 . 70 26, 344 . 94 22, 403 . 90163, 167 . 411,57, 142 . 0814 6, 430 . 93 M, 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- P35DAV12Al5CBdesignl Baseplate Analysis (Extreme I) - Polel - Pole Combined Force Interaction Critical Wind Direction Alignment of Bend Line Bolt Forces: Bolt -To -Bend Line Moment Arm Width of Bending Section Applied Bending Moment Factored Bending Resistance Anchor Bolts Analysis (Extreme I) - Polel - Pole ritical Comb. Applied Stress Factored Resi�taricc, Wind Force (psi) (P 0 irect. * Inter. Axial. Shear Fv (deg) I — 0.00 0.70 38, 299. 751723 . 05 51, 750 . 00127, 600. 00 0.29 0.00 deg 90.00 deg 14,557 lb 13,813 lb 1.861 in 1.861 in 22.468 in 4,400.20 ft-lb 15,163.62 ft-lb • Per AISC Design Guide I • These are directions toward which the wind is flowing ME 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 Deflection Information: (Extreme I) Critical Wind Direction: 90.00 .. Height11 11 (ft) 35.0000 32.5000 30.0000 X -Defl. (..i..n) 1.36 1.17 1 0.98 Y-Defl, (in) 18.49 16.12 13.86 Deflection Angle Meflectian (deg) 0.38 0.38 0.38 Ang] e V fdeg) - -4.59 -4.43 -4.22 28.2500 0.85 12.34 0.37 -4.05 1 5.0000 0.63 9.71 0.30 -3.66 22.5000 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 10.0000 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 6-.0000 0.00 0.00 0.00 0.00 X, 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 CA Ecc. rom Serti.c.')ri F Sect -Ion Kz Kd Wind Wind at Top of Ole Ce trarJ,IneProjected n Dr,a, q lPrWessure Force Secl,-i,on (EL) An.,i Coeff, (psf) (lb) (ft) f,, 2) vm,CH,m,T, 1 38.75001 0.0000 14.90 1.001.030.85 0.0 C 1TTC*P,Ir. 2 35.00001 13.0000 2.00 1.00 1.010.85 0.00 35.0600 33.7384 0.0000 1.31 1.10 1.00,0.85 0.00 32.5000 31.2390 0.0000 1.38 1. lo 0. 9910. 85 0.00 30.0000 29.1198 0.0000 1.01 1.100.970.85 0.00 28.2500 26.6081 0.0000 1.97 1. 10 0. 95 0. 851 0.00 25.0000 23.7405 0.0000 1.60 1. 10 0. 93 0. 851 0.00 22.5000 21.2409 0.0000 1.67 1 . 10 0. 91 a .851 0.00 20A000 18.7413 0.0005 1.74 1.100.890.85 0.00 17.5000 16.2416 0.0000 1.82 1.100.860.851 0.00 15.0000 13.7420 0.0000 1.89 1,100.860.85 0.00 12.5000 11.2423 0.0000 1.96 1.100.860.85 0.00 10.0000 8.7425 0.0000 2.04 1.100.860.85 0.00 7.5000. 6.2428. 0.0000 2.11 1.100.880.85 0.00 5.0000 3,7430 0.00001 2 6 181 1.100.860.85 - 0.00 2.50001 1.24331 0.00001 2.261 1.10 0 .8 6 0.850.00 mm 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/Mastec -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 height to ) 35.00 28.25 0.00 Forces (Ib� Moment (ft-lb) Fx Fy Fz Mx My Mz 2,60),00 449.99 0,00 10.04 O.00 3, 4-10. 00 651.57 0.001, 384.670.00 oM40,00I1,031.380.0CJ),433.93 0.00 Wind D 1, rect** (deg) 0.00 0.00 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. 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-12'Davit Arm-51round base cab(115MPH-A15) Folder: 501189 File: P35DAV12A15CBdesignl Pole: Resistances (Service 1) S e c t io n Comb. Ap'plied Force Yes., Force Axial Thear Bend, Torsion Axial (ft) 1 n t� ri r.. (lb) (lb) (ft-lb) (ft-lb) 0=0.9 (lb) 35.00 0.00 449.99 2.68 10.04 0.00124,736.1 28.25 0.06 651.57 3,471,384.67 0.00144,496.0 0.001 0. 0511, 031.38 0,141,433.93 0.001_12,403.9 - These heights are above the pole base plate. Factored Resistance Shear Bend. Torsion 0=0.9 0=0.9 0=0.95 (lb) (ft-lb) (ft-lb) D 3 7 , 4 2 0 . 8 3 18 , 8 5 8 . 9 2 L 9, 6 3 2 . 3 3 43, 348 . 81 24, 646. 70 26,344.9 ............ .63, 167. 41,57, 142. 08,46, 430. 9 RIA 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 [+Iactoj,,ed R=7777, Wind Force —(P.- ('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 z 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 Deflection Information: (Service I) rritirnl Wind Direction: 0.00 M 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) E 1 ev a r:A 7n cen t roid Ecc. From S �e c- t I "o, Secticrt Kz Kd W:Jn�i W.J.rid t top o f Above Pole Co�iterlirieprcjecLcd Drag I I Pr..-esi' re Paz-c(., Sec tl a ri Base A T es, Coeff. (psf) (lb) (f L) (ft) (ft2) \TTCHM,r. 1 38.7500 0.0000 14.90 1.70 1.03b.851 0.00 ' TTCHMT. 2 35.0000 13.0000 2 .00 1.001.010.85 0.00 35.0000 33.7384 0.0000 1.31 1.101.000,85 0.00 32.5000 31.2390 0.0000 1.38 I. 10 Q.990A5 0.00 30.0000 29.1198 0.0000 1.01 1.10 0,97 0.85 0.00 28.2500 26.6081 0.0000 1.97 1.10 0.95 DA5 0.00 25.0000 23.7405 0.0000 1.60 1. . 11) o 930.85 0.00 22.5000 21.2409 0.0000 1,67 ) . I a r b . 9l (,,j , a 51 0.00 t 20.0000 18 . 7 4 131 0.0000 1.74 1.100.890.85 9 0 . 0 r" 17.5000 16.24161 0.0000. 1.82 1.100.B60.85 0 . 00 f 15.0o00 13 . 7 42 01 0.0000 1.89 1 . 10 a . 8 �,B 5 0.00 12.5006 11.2423 0.0000 1.96 1 . 10 0, 8 6 D. 8 5 0.00 10.0000 8.7425 0.0000 2.04 1.100,860.85 0.00 7.5000 6.2428 0.0000i: 2.11, 1.100.860.85 0.00 1 5.0000 3.7430 1010,8610.851 0.00 1 2.5000 1.2433 0.00001 2.261 --- Is- -1gi 0 1 LLCI-81-b [0.0(1 1 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-51round base cab(115MPH-AI5) Folder: 501189 File: P35DAV12A15CBdesign1 Pole: Forces and Moments (Ice) Section Forces (lb) Moment (ft-1b) Wind t1eiglit, Fx Fy Fz Mx I -MY Mz Direct*" 4 (", t,, ) --- I (de2) .1 35.00 52 0 . 00 691.65 ;0.00 24.49 0. 00 0.00 28.25 8.590.001,020.390AU2,162.11 0. 00 0.00 0.00 0 3-1 0. 00 1, 666, 42 0. 00 2, 285 . 95 in. 00 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. im ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AhSHTO-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) Sept-iw,l Comb. AppLl,ed Force i Haight*, Force Axial Shear Bend. TorsionAxial (ft) lnl,er. (lb) (lb) (ft-lb) (ft-lb) (1 - b) 35.00 0.00 691.65 6.52 24.49 0.00 L24,736.1 28.25 0.09 1, 020.39 8.59 2,162.11 0.00 L44,496.0 b.bol 0. 0811, 666. 42 0.37 2,285. 95 _ L. 00t22,403.9 These hei,ghts are above the pole base plate Factored Resistance Shear Bend. Torsior (lb) (ft-lb) (ft-lb) D 37,420.83 L8,858.92 19,632.-- 3 43,348.8124,646.7026,0344.5 D63,167.4157,142.0846,430.S PA, 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 ,-riticallComb. Applied StressFactored Resistane si Wind Force (p.) I c t P s i) Direct.* Inter. Axial Shear � F'nt I � Fv (deg) 1 11 1 0.00 I 0.06 113,063.6510.00 151,752.00L27,600._00 j • Per AISC Design Guide 1 • These are directions toward which the wind is flowing im BY: IW708044 SUBJECT: Federal Folder: 501189 Pole Deflection ru ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) 02/03/2021 Way/Master-35'RTS-12'Davit Arm-51round base Information: (Ice) = 0 00 cab(115MPH-A15) -r-ca Height in X-Defl. - - Y-Defl. rieflection Angle Merlection Angie Y (ft) (in) (in) ( Cie q ) (deg 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 .00 0.25 0.00 .0000 5 5*0000 0.28 0.00 0.20 0.00 12.5000 2.5000 0.19 0.00 0.16 0.00 0000 10 . 0000 0 0.12 0.00 0.12 0.00 7.5000 7.5000 0.06 0.00 0.08 0.00 5.0000 7 3,33 0.00 0.05 0.00 12.50001 0.01 0.00 0.03 0.00 1 0.00011 0.66- 0.00 0.00 0.00 VERSION: 23.4.58.0 File: P35DAV12Al5CBdesignl 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) Desiq,n, Summary - Pole Height (ft)lShaft Weic Line Diameter 40.0000 1 464 11.00 5.400 Section Characteristics in ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. BY: IW708044 02/03/2021 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) 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 I sloo - F1554 Bolt diameter (in) 1.25 Bolt circle diameter (in) 15.00 Quantity 4 Yield Strength (ksi) 55 Tensile strength (ksi) 75 LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) VERSION: 23.4.58.0 File: P40DAV8A15CBdesign2 0 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 aQMTS. (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: P400AV8A15CBdesign2 Folder: 501189 Design Summary - Luminare Arms e Arm an Length (ft)l 8.000 c,ritation (doq)l 0.0 MMM 11 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)] 3.00 Cent-rc.i.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) 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. M. 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 Position of Mounting Centroid Distance weigi Description of -T To (lb) Load Load Height Height D-2Q21'1890V 8DAV 4G Equip 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. Centroid (ft) (ft) From Pole (ft) Pole 40.0000 43.7500 0.0000 45( uminaire Arm 33.2500 40.0000 13.0000 75 1 I Pole - —]-- 17.58331 17.5833 1 1.0000 i 281 fecti. oject Area (ft2) 14.90 2.00 0 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- Pole (At 0.00 (ft)) 0.08 Torsion lb Luminaire Arm 1 0.17 Shear Force 1,130.01 ft-lb Base Plate 0.01 Axial Force 1,365.08 lb Anchor Bolts 0.03 2,133.42 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 SE BY: IW708044 SUBJECT: Federal Folder: 501189 Pole Properties ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. 02/03/2021 Way/Mastec -40'RTS-O'Davit Arm(115MPH-A15) LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) Height Diametei` Wall Thk. Roundness D/t B/T Moments PlasticArea 'ea ad � Lus (ft) (in) (in) Ratio I a Section (in2) oaf M InerLlaModulus C�yra L i On (in4) (in3) (Ln) 40.0000 5.40 0.13450 100.0 40.15 0.00 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 0.13 B 450 100.0 00 45.350.001 11.20 4.78 2.52 2.11 33.2500 6.35 0.13450 � 100.0 47.170.00 1 12 64 L=- 5.18 - 2.62 - 2.19 30.0000 6.80 0.13450 ioo.o 50.560.00 15.62 5.97 2.82 2.36 27.5000 7.15 0.13450 100.0 POO 53.160.00 18.21 ' 6.61 2.9 1 1 6 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 1 58.360.00 24.23 8.00 3.26 2.73 20.0000 8.2 "1 0 0.13450 100.0 27.67 8.74 3.41 2.85 17.5833 8.54 0.13450 100.0 63 . 48 0 . 00 31.31 9.49 3.55 21.1197 15A000 8.90 0.1345-0 100.0 66.170.00 35.52 10.33 3.70 3.10 12.5000 9.25 0.13450 100.0 H . 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 4.1100 3.34 7.5000 9.95 0.13450 100.0 73.98 0.00 49.88 12.95 4.15 1 3.47 5.0000 10.30 0.13450 100.0 76.58 0.00 55.41 13.89 4.29 3.59 2.5000 10.65 0.13450 100.0 79.180.00 61.33 14.86 1 4.44 14.59 3.72 0.00001 11.00 0.13450 .. 00.0 181 . 7810 . 0 01 67.66 15.87 3.84 VERSION: 23.4.58.0 File: P40DAV8A15CBdesign2 m 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 -401RTS-81Davit Arm(115MPH-Al5) File: P40DAV8A15CBdesign2 Folder: 501189 Pole: Forces and Moments (Strength I) Seutiari Forces (lb) Moment (ft-lb) Wind Height* Fx Fy Fz Mx My Mz Direct (f -t) (deg ) 40.00 5.80V00 562.47 0.00 21AB NOD 0.00 3305 7 , 33 0•00 789,18 0,001,55%340.00 0.00 17. 58 4, 72 0 00 1, 355. 66 0. 00 1, 999. 89 0 , 00 0 . 00 0.00 V330001,675 1 0 . 00 2, 043 . 24P. 001 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. �*j 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: P40DAVBA15CBdesign2 Pole: Resistances (Strength I) Sectior Comb Applied Force Factored Resistance Height*' Force Axial Shear Send. Torsion Axial Shear Bend. Torsion (ft) [nter. (lb) (lb) (ft-lb) (ft-lb) �=O.q (lb) (1b) (ft-lb) (ft-lb) 40.00 0.00 362.47 5.801 21.78 0.00 L10,099.11 33,029.73 15,063.23 15,295.2 33.25 0.08 789.18 7 . 33 1, 55 9. 34 0. 00 112, 491. 11 38, 957. 7120, 286.24 21, 278. 0 17.58 0. 0811, 355. 66 4. 7 211, 9 9 9. 8 9, 0.00 25,270.34 5 2, 7 16 . 5 1 3 5, 3 4 7 . 2 113 8, 9 6 1 . 3 0.00 0.0811,675.99 0. 3-312, 043.240.0�17, 152. 9963,167.1 These heights are above the pole base plate. N 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 itical Comb. App I erj Stress r'act.ored ResisLancc, Wind Force isi) rect.*Inter. Axial She 8r Q FInt Fv (deg) 0.00 0.03 1,283.28 --1 _-- --10,00 122,500.00 I • Per RISC Design Guide I • These are directions toward which the wind is flowing M 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-AI5) File: P40DAV8A15CBdesign2 Folders 501189 Pole Deflection Information: (Strength I) 1- 4 1 r.T4 A D7-i-lnn- n nn r, yca Height as X-Defl,Y-Defl. - - - Deflection Angle Deflection Angle 7y (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 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 0.00 0.05 0.00 2.5000 0.01 0.00 0.02 0.00 0,0000 1, 0.00 0.00 F- 0.00 0.00 39 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE CV ICCORDANCE 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 (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 CoeM (Ps) (1b) (ft) M) (,E t-2) ATTCHMT. 1 43.7500 0.0000 14.90 1.00 L.060.85 34.71 517 AT1"CHMT. 1 2_ 40.0000 13.0000 2.00 1.001.040.851 34.04 68 ATTCHMT. 3 17.5833 1.0000 8.33 1.04)0.8T 0.851 28.63 2391 40.0000 38.7369 0.0000 1.16 0 . 9 81. 03 0. 851 33.84 3 8 37.5000 36.2377 0.0000 1.23 0.90 1. 02 0 . 851 33.37 37 35.0000 34.1193 0.0000 0.91 0.851.000.85 32.95 25 33.2500 31.6063 0.0000 1.78 0.790.9910.85 32.42 46 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 31.181 -1 33 25.0000 23.7405 0.0000 1.60 - 0 . 6 -5 Y. 9 3 0:8530.53 32 22.5000 21.2409 0.0000 1n67 0. 610. 910. 851 29.82 30 20 . 0000; 18.7835 0.0000 1.69 0. 58 0. 89 0. B51 29.06 28 17.58331 16.2827 0.0000 1.88 0, 55 0. 8 6 0. 851 28.20 29 15.0000 13.7420 0.0000 1.89 0 . 52 0. B6 0. 851 28.09 28 12.5000 11.2423 0.0000 1196 0, 49 10. 86 0. 851 28.09 27_ 10.0000 8.7425 0.0000 2.04 0.4 l 0. 86� 0. 851 28.091 27 7.5600 6.2428 0.0000 2.11 0. 4_5 0. B6� -28.091 - 22 27 5.0000 3.7430 0.0010.0 2.18 0.450.860.85 28,09 1 28 1 2.5 1 1.24331 0.00001 2.261 0.450.860.85 287097 29 M 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: Forces and Moments (Extreme I) sectionFor . ces (1b) Moment (ft-1 Wind Height"; Fx Fy Fz Mx My Mz Direct* (ft) I I (deg) 40.00 8.61 573.33 428.62 -2,153.35 32.33 0.00 90.00 33.25 10.92 802.53 625.50 -7,040.71 1,298,441,111.40 90.00 17.58 6.33 i,236.861,155.97-21,143.381,722.971,129.48 90.00 0.00 ' 0.23 ' :1,371.12 1 1,504.03i-44,108.491,763.55L,129.72 90.00 These he.igkits 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. M 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 (Extreme I) P---- --- -- - -- Sec L I, on: Comb Applied Force Factored Resistance Height* Force Axial ' Shear Bend. Torsion Axial Shear Bend. Torsion S (ft) inter. (lb) (lb) (ft-lb) (ft-lb) �=O.q �=0.95 (lb) (lb) (ft-lb) (ft-1b) 40.00 0.14 428.62 573.39 2,153.60 0 . 00 110, 099 . 11 33, 029 . 7 3 15, 063 . 23 15, 295 . 2 33.25 0.36 625.50 802.61 7,159.43 1, 111.40 112, 4 91.11 38, 957.7120, 286.24 21,,278 a G 1 17.581 0. 6211, 155. 971 1�, 2636. 89 21, 213. 47,1, 129.48 25, 270. 34,52, 716.51 35, 347 - 21,38, 961.3 - - 1-6-7 -. 4�, 14 2�. 0 814 6, 4 3 0. 9 1 0.0(1 L 0.821 504.031,371.12144,143.73' * These heights are above the pole base plate. 01 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 Bolt -To -Bend Line Moment Arm i 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 I Q FInt Fv (deg)_ 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 361 BY: IW708044 SUBJECT: Federal Folder: 501189 Pole Deflection ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) 02/03/2021 VERSION: 23.4.58.0 Way/Mastec -40'RTS-B'Davit Arm(115MPH-A15) Information: (Extreme I) Critical Wind Direction: 90.00 File: P40DAV8A15CBdesign2 Height X-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 . 0000, 0.09 1.99 0.09 -1.91 7.5000 0.05 1.12 0.06 -1.43 5.0000 -7-32 7-355 0A4 -0.94 2.5000 0.01 1 0,12 0.02 -0.47 .0.0000. 0.00 11 0.00 10.00 0.00 90 ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. BY: IW708044 02/03/2021 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) Folder: 501189 Pole: Wind and Weight Force Data (Service I) LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) Elevation Centroid Ecc. From Secz-Aon Seci,Aon Kz Kd Wind Win at Top of Above Pole Centerline Projected Drag Pressure Force Section Base (ft) Area Crieff. (psf) (lb) (ft) (ft) (ft2) ATTCHMT. 1 43.7500 0.0000 14.90 1.00 1.06 0.185 0.00 01 ATTCHMT. 2 40.0000 13.0000 2.00 1.001.04 0.85 0.00 0 ATTCHMT. 3 17.5833 1.0000 8.33 1. 00' 0. 8T 0.8511 0.00 0: 40.0000 38.7369 0.0000 1.16 1.101.030.85 0.00 0 37.5000 36.2377 0.0000 1.23 1.101.020.85 0.00 G 35.0000 34.1193 0.0000 0.91 1.101.000.85 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 1.100.970.85 0.00 0 27.5000 26.2400 0.0000 1.53 1.100.950.85 0.06 0 25.0000 . . ......... 23.7405 0.0000 1.60 1. 10 0. 9310. 851 0.00 0 22.5000 21.2409 0.0000 1.67 1.100.91 0.85 0.00 0 20 . 0000 ..... . .... L_18. 7835 0.0000 1.69 1,100.89 0.85 0.00 0 17.5833 16.2827 0.0000 1.88 1.100.86 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. 1010. 8610. 851 0.00 a 5.0000 3.7430 0.0000 2.18 1. 1010. 8610. 85 0.00 a 2-5,000 1.2433 0.0000 2. 2 $5 1 . 1-010. 8610. 851 0.00 D VERSION: 23.4.58.0 File: P40DAV8A15CBdesign2 M 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 0. o n Force (1b) Moment (ft-lb) W1 i Height* Fx Fy Fz Mx My lgz D 11" ( ft) (deg I 40.00 3.630.00 449.99 0.00 13.65 0,00 0.00 33.25 P . 60 0 00 631 . 35 0. 00 1,233,810.00 0.00 17.58 2.96 0,00 1 ,084.53 0,001,570.600.00 0.00 0.00 0. 210 00 1 , 340 70 0. 00 1 , 597. 74 0.00 0,.,0 0 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. ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BYz 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) Sscti'od Comb. A plied Force Height* Force Axial Shear Bend. Torsion Axial (ft) TnA',er, (lb) (lb) (ft-lb) (ft-lb) I (lb) 40.00 0.00 449.99 3.63 13.65 0 . 00 110, 099. 1 33.25 0.06 631.35 4.60 L,233.81 0. 00112, 491. 1 17.58 0 . 0 711, 0 8 4 . 5 3 2.96 L,570.60 0 . 0 01 25,270.3 -- TI 6.55 5767 340.79,1 11,597.741 0.001 17,152.9 * These heights are above the pole base plate, Factored Resistance Shear Bend. Torsion (lb) (ft-lb) 1 (ft-lb) 1 33,029.7315,063.2315,293.28 1,38,957.71 20,286.24�21,278.03 152 7 3 N15—';' l' 67. 41 57, 142. 08146, 430. 93 M 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 itical Comb. Ap ,pLied Stress Pactored ResistancE Wind Force ( ps t) (psi.) rect. * Enter. Axi a Shear F'nt Fv (deg) 0,00 0.02 11 bog. 641 0,00 42, 187. 50122, 500. 03 * Per AISC Design Guide I * These are directions toward. which the wind is flowing M 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 SUB,JECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) File: P40DAV8Al5CBdesign2 Folder: 501189 Pole Deflection Information: (Service I) 1 WJI d L)J, 00 r, ica rection0 Height X-Def , Y-Defl. Deflection Angle Meflection 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. 1 0.28 0.00 0.17 0.00 15.0000 0.20 F0.0 0 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 1- 0.00 0.00 F0.02 0.00 10.00001 0.00 0.00 0.00 0.00 99 99 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) Ela,.,ation Centro i d Ecc. From 'Ct:'"a,n Kz Kd w] ml Wi nd aT Top of Above Centerline Pole Centerli� 'Pr a je,,,,,-,d , q I I rc Pressu Forc( �1 Sect -Lon Base (ft) Area cooff. 1 s f) (lb) i f t) (f t) ( f 1,, 2) STTCHMT, 1 43.7500 0.0000 14,90 1 , jf) 1. 0 610. 8 5 0.00 'TTCHMT. 2 40.0000 13.0000 2.00 1. 00 1. 04 0. B5 0.00 MCHMT 3 17.5833 1.0000 8.33 1.000.6T0.85 0.00 40.0000 38.7369 0.0000 1.16 1.101.030.85 0.00 37. 500CI 36.2377 0.0000 1.23 1.101.020.851 0.00 35.0000 34.1193 0.00001 0.91 1. 101. 00 O,85 0.00 33.2500 31.6063 0.0000 1.78 1.100.990.85 0.00 30,0000 28.7395 0.0000 1.45 1.100.970.85 0.00 27.5700 26.2400 0.0000 1.53 1 . 10 0 . 95 0. 851 0.00 25.0000 23.7405 0.0000 1.60 1.100.93 0.85,1 0.00 22.5000 21.2409 0.0000 1.67 1.100.91 0.851 0.00 20.0000 18.7835 0.0000 1.69 1.100.890.85 0.00 17.5833 16.2827 0.0000 1.88 1.100.860.85 0.00 15.0000 13.7420 0.0000 1 o .89 1.10 0.86 0.85 0.00 12.5000 11.2423 0.0000 1.96 1.100.860.B5 0.00 10.0000 8.7425 0.0000 2.04 1.100.860.85 7.5000 6.2428 0.00001 2.11 1.100.860.85 0.00 5.0000 3.7430 0.0000 2.181 1 E0000E 2.5000 1.2433 0.00001 2. 261l 0, M 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-8'Davit Arm(115MPH-A15) Folder: 501189 Filet P40DAV8A15CBdesign2 Pole: Forces and Moments (Ice) Sect -Ion Forces (lb) Moment (ft-1b) Wind Height* Fx Fy 1:;,z Mx My Mz Direct* (ft) i (d�"ug) 40.00 8.79 0.00 691.62 0.00 33.04 0.00 0.00 33.25 11.260.00 985.02 0,001,900,050.00 0.00 17.58 7.30 0.001,697.550.002,458.53000 0.00 0.00 0.52 0,002,133,420,002,525.940.001 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 SUBJECT: Federal Way/Mastec -40'RTS-8'Davit Arm(115MPH-A15) Folder: 501189 File Pole: Resistances (Ice) Se , -ction Comb. Applied Force Factored Resistance H�-aight* Force Axial �S)jear Bend, T I orsion Axial Shear Bend. Torsion (ft) T ri �!,e r - (lb) (pb) (ft-lb) (ft-lb) 0=0.9 0=0.9 0=0. 95 1 (lb) (lb) (ft-lb) (ft-lb) 40.00 0.01 691.62 8.79 33.04 O.OoL1O,099.1133,029.7315,063.2315,295.2 33.25 0.10 985.0211.261,900.05 0.00112,491.1138,957.7120,286.2421,278.0 17.58 0.1011,697.55 7.302,458,53 0.00, 25,270.3452,716.51,,35,347.21,138,961,3 0.50 = 52 . 99163, 167 . 41157, 1-42 . D±6; 430 .9 *—These heights are above the pole base plate. VERSION: 23.4.58.0 m 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: P40DAVBA15CBdesign2 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 iticai Comb. ppl,ied stressFactored Res,istanice Wind Force (psi) (p,si) Axial S6'be;dxm0 F'nt Fv (deg) I rect.*Inter. 0.00 , 0.04 11, 598. 9811 0.00 42, 1B7 . 50122,500.00 * Per AISC Design Guide 1 * These are directions toward which the wind is flowing M 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 Deflection Information: (Ice) Critical Wir�d Direction: 0.00 Height X-Defl.'Y-Defl. Deflection Angle x6eflection 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 1 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 I11 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 r-(---- - Reiqh1t id Line Diameter rop Llia. 8irqjl 40.0000 1 464 1 11.00 1 5.400 1 Section Characteristics 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 Base Plate Shape Square Material 870 - A36 Width (in) 16.500 Thickness (in) 11.50000 Yield Strength (ksi), 36 Base Weld Type I SOCKET Anchor Bolts Material 5100 - F1554 Bolt diameter (in) 1.25 Bolt circle diameter (in) 15.00 Quantity 4 Yield Strenath (ksl) 55 Tensile strength (ksi) 75 File: P40DAV10A15CBdesign2 w 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. P40DAV10A15CBdesign2 Design Summary - Luminare Arms Style] Span Length (ft} l 10.000 Orientation (deg)l 0.0 Member Base O.D. (in) 4.37 Outer End O.D. (in) 2.68 Thickness (in) 0.11960 Attachment 33.25 Height (ft) Rise (ft) 6.5000 Slope at Base (deg)] .. . ....... 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) I Mate:r.-iall 5105 - 55 sj . - Weight (11))] 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. "I ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-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) File: 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-2Q2T1890V Pole 40.0000 43.7500 0.0000 :: 450 14.90 10DAV Luminaire Arm 33.2500 40.0000 13.0000 1 75 2.00 4G Cqutp Pole 17,5833 17.5833 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. no 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 Luminaire Arm 1 0.18 Shear Force b 1,252A3 ft-lb Base Plate 0.01 Axial Force 1,386�26 lb Anchor Bolts 0.03 2,146.17 lb 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 IM ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. BY: IW708044 02/03/2021 SUBJECT: Federal Way/Master-40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 Pole Properties LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) Height Diameter all Thk. ?,atindne.ss D/t B/T Moments Plastic Area Rad (,7as (ft) (in) (in) Ratio f Section (in2) of M Fnert-La Modulus Gyration (in4) (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 42.75 0.00 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 .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 2 0.13450 100.0 55.760.00 21.08 7.29 3.11 .60 . 5booj 7.85 0.13450 100.0 - 58.360.00 24.23 8.00 3.26 2.73 0 . 000d 8.20 0.13450 100.0 60.970.00 27.67 8.74 3.41 2.85 17 20.0000 2 .5833 8.54 0.13450 100.0 63.46 0.00 31.31 9.49 3.55 2.97 0 7 6 15 . 0000 8.90 0.13450 100.0 66.1710 35.52 10.33 3.70 3.10 12. 5000 9.25 0.13450 100.0 68.770.001 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. 100 49 . .88 12.95 4.15 3.47 5 . 0000 1 "1 0.30 0.13450 100.0 76.560. 100 55.41 13.89 1,4.291 3.59 3 0.13450 100.0 79.18 0.00 61773 14.86 4.44 1� 3.72 0.0000 D 0.13450 1 �OO 181 .78 0.00 67.66 15.87 4.59 3.84 VERSION: 23.4.58.0 File: P40DAV10A15CBdesign2 Im 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: P40DAV10A15CBdesign2 Folder: 501189 Pole: Forces and Moments (Strength I) c7onf Forces (1b) I Moment (ft-lb) I Wind ight*1 Fx I FyT— Fz I Mx I _Ry-1-Mz IDirect* In 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-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) �=O. 9 �=O.q �=O.q (lb) (lb) (ft-lb) (ft-lb) 40.00 0.11010 562.47 6-13 23.14 0 . 00 110, 099. 1133, 02 9. 73 15, 063. 23 15, 295.2 33.25 0.09 798.1 1 5 7. 87 1 r 663.21 0 . 00 112, 491. 11 3B, 957 .71 20, 286. 24 21, 278 . 0 17.581 0. 0911, 364. 664 5. 02 2, 110. 17 0 . 001 25, 270 . 34 52, 716. 51,35, 347 22138 , 961 . 3 9 0.001 0. 0911, 684. 97 0. 3512, 156. 191 0.00 7�,152,99L63,167.41[57,142.dBI:46,430.9 These heights are above the pole base plate. Im 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 ID2 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-10'Davit Arm(115MPH-A15) File: P40DAV10A15CBdesign2 Folder: 501189 Pole Deflection Information: (Strength 1) I- A n 4 -on: 0 00 Height in �C-Defl. - - Y,-Defl.DeflecL[Orl, Ang4e - XDeflection Arq.],e Y (ft) (in) (ir,) ddeg) "I'll (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 7.5000 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 1 0.26 0.00 0.19 0.00 12.50001 0.18 0.00 0.15 0.00 0.0000 0.11 0.00 0.11 0.00 7.5000 0.06 0.00 0.08 0.00 5.0000 0.03 0.00 10.05 0.00 2.5000 0.01 0.00 0,02 0.00 0.00001 0.00 . 0.00 0.60 0.00 gut 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 Sectian '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 - ATTCHMT1, 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. 18 1, 03 6: 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 33.2500 31.6063 0.0000 1.78 0 . 7 9 0 � 99 d. 851� 42 46� 30.0000 M7395 . . . ..... 0. '13 0.97 0 . 85 31.78 34 - 27.700 26.2400 0.0000 - 1. ' 53 0 � 69Q.950.85 31.18 33 25A0100 23.7405 0.0000 M01, 1. 6f) 0.650.930.85 30.53 32 22 . 5000 -A1.2409 D � 0 Oj 0 , 6 7 61.0. 910. 85 29.82 30, 20,0000 M'?835 M000 1.69 U.580.890.85 1 29.06 2 8 IV, 5833 16.2827 0.0000 1A8 0 „ �'�5 0. 86 0 8 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 .49 L2� L. 85 28.09 27 - 10.0000 8.7425 0.0000 2.04 0.470.860.85 28.09 2 T 7.5000 6.2428 0.0000 2 „ 1, 1, 0.45 0.860.85 28.09 27 5. 000G 3.7430 0.0000 2.18 0.450.860.85 '�8 28.09 28 1 2.5000 1.2433 o . boonj 2.26 0.45 6 11M 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: Forces and Moments (Extreme I) Section Forces (lb) Moment (ft-lb) Wind Height* Fx Fy Fz Mx I My Direct* (ft) (deg) 0.00 40.00 9.35 574.11 E42 7 5 5 -2,156.29 35.13 W 90.00 33.25 12.10 825.64 629.82 - 7, 0 7 6 . 6 0 3 8 0 . 0 0 1, 2 3 3 . 9 7 90.00 17.58 6.91 1, 259. 66 1, 161. 92 -21, 538. 70 L, 816. 321, 252. 31 90-00 0.00 0.25 1, 392. 45 1, 512.331-44, 892. 58 L, 860. 061, 252. 621 90.00 These heights are above the pole base plLit�.... These are directions toward which the wind is flowing. They are angles from the +X axis in the X-Y plane. MN 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) sp-ction Comb. Applied 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 0.15 427.55 574.19 156.57 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 17.58 0. 6311, 161. 92 1,259. 68 21, 615.14 1,252.3 11 25,270.34 52,716.51135,347 .21 38, 961.31 0.00 0. 8311, 512. 331 L,392.45 44, 931.10 1, 252. 62 4 3 0. 9 3 These heights are above the pole base plate. M 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 • Per RISC Design Guide I • These are directions toward which the wind is flowing 0m, 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: P40DAVl0A15CBdesign2 Folder: 501189 Pole Deflection Information. (Extreme I) I- - �� 1 A Drectl- Qn nn r, ica Height X-Defl, Y-0efl.1 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 1133.25001 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 2.5000 0.01 0.13 0.02 -0.48 0.00 IN 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) E k,,vation Cent:raid Ecc, From Section Section Kz Kd Wind at 'Pop of Abo,,oe Pole CenterlineProjq�cted lWind Drilq pr:,,, s s u r a Fo rce Sec L ion Base Area Coe ff. (Psf) (lb) (ft) (n�) Gft2) ATTCHMT. 1 43.7500 0.0000 14.90 1. 00 1. 06 0. 851 0.00 a A I TTCHMT. 2 40.0000 13.0000 2.00 1.001.04 0.85 0.00 a ATTCHMT. 3 17.5833 1.0000 8.33 1. 00 0. 87!0. 85 0.00 0 40.0000 38.7369 0.0000 1.16 1.10 1.030.85 0.00 0 �J'1„ 5000 36.2377 0.0000 1.23 1.101.020.85 0.00 0 35.0000 34.1193 0.0000 0.91, 1.10 L.00 0.85 0.00 01 33.2500 31.6063 0.0000 1.78 1.100.990.85 0.00 1 0 30.0000 28.7395. 0.0000 1.45 1.100 . 97 0 . 851 0.00 0 27.5500 26.2400 0.0000 1.53 1.10 0.950.851 0.00 0.00 0 0 25.0000 23.7405 0.0000 1 „ 6 0 1.100.930.85 22.5000 21.2409 0.0000 1.67 1,10 0.910.85 0.00 0.00 0 0 20.0000 18.7835 0.0000 1.69 1.100.890.85 17.5833 16.2827 0.0000 1-88 1.100A60.85 0.5-0 0 15.0000 13.7420 0.0000, 1.89 1.10 0.86 0.85 0.00 0 12.5000 11.2423 0.0001 1.961 1.100.860.85 0.00 0 1, 0 . 0000 8.7425 0.0000 2.041 1.100.860.85 0.00 0 7.5000 6.2428 0.0000 2.111 1.100.860.85 0.00 0 000 3.7430 0.0000 2.181 I. 110 0. 8 6 0.85 0.001 2.5000 1.2433 0.0000 2.26 1 -100,860.85 0 116 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 Force )) Moment &ft-1,h) Wind He i # L Fx Fy Fz Mx My Mz Direct** L) (deeq 40.00 3.8611.00 449,98 000 14.50 0.00I 0.00 33.25 4.940.00 638.54 0,001,315,860.00 0.00 17.58 3.l4).0(11,091.710.001,656,660.00 0.00 0.00 ().220.0011,347.970OO1,685.46�DLL_001 0.00 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, um ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 File Pole: Resistances (Service I) Ser_"�i - Co plied Force Factored Resistance Height* Force Axial -Shear Bend. Torsion Axial Shear Bend. Torsion (ft) inter. (1b) (lb) (ft-lb) (ft-lb) =O.q �=O.q 0=0.9 $=0.95 (lb) (lb) (ft-lb) (ft-lb) 6.00 0 . 00! 449.98 3.86 14.50 0 . 00 110, 099. 11 33, 029. 73 15, 063 . 23 15,295.2 33.25 0.07 638.54 4.94 1,315.86 0. 00 112, 491. 11 38, 957 . 71i 707286. 24 71, 278 . 0 17.581 0.07 L,091.71 3.14 1,656.66 0.001 25,270.34 32,716.51 35,347 2138 ' 961.3 0.001 0 . 07 1, 347 . 9j 0. 2211, 685.461 0 . 001 17f 152 . 99173, 167 ..41 57, 142 H[46, 430 .9 These heights are above the pole base plate. P40DAV10A15CBdesign2 nm 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 itical comb. Aj-�p],Aed Stress Factored Res1stance. Wind Force (psi) (p rect.41nter. Axial Shear F'nt Q Fv (deg) I -- 5.53 0,02 1a051.54F0.00 42,187.50 22,500.00 • Per AISC Design Guide .1 • These are directions toward which the wind is flowing W 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-IO'Davit Arm(115MPH-A15) File: P40DAV10Al5CBdesign2 Folder: 501189 Pole Deflection Information: (Service I) 1 11 � 1, 1 Wind Dir-+-i- n-nn r- - Height - X-Defl ---------- Y- I Defl, --- Deflection Angle MeElection Anq]e� Y (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 7.0-0 0.49 0.00 33.2500 1.33 0.00 0.49 0.00 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 0000 5M0.0000 0.02 0,10 0,04 0.00 0.02 0.00 0.06 0.00 0.06-- 0.00 [pill BY: IW708044 SUBJECT, Federal Folder: 501189 ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. 02/03/2021 Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) Pole: Wind and Weight Force Data (Ice) LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) Elevation Cenrroid -rccz. From 7-17777.1. section! Kr Kd GP ncl wind at Top of Abome Ejo1e Centorline Pro jecLed Drag Pre=u re Force Section Base (ft) hre a Coe ff (PSE) (1b) (ft) ('ff -) (f L2) ATTCHMT. 1 43.7500 0A000 14.90 1,001.060.85 0.00 0 ATTCHMT. 2 4DA000 13.0000 2.00 1.001.040.85 0.00 a 7.5833 1.0000 8.33 1.000.870.85 0.00 01 40.0000 38.7369 0.0000 1.16 1. lo i. o3 b. 851 0.00 "1 0 37.5000 36.2377 0.0000 1.23 1 LLI L. 0 2 2.;.L 0.00 0 35.0000 34.1193 0.0000 0.91 1.101.000.85 0.00 0 33.2500 31.6063 0.0000 1.78 1. 10 0. 99 0. 85 0.00 0 30 . 0000 28.7395 0.0000 1.45 1.100.970.85 0.00 0 27.5000 2�6,2400 0.0000 1.53 1.i.o0.950.85 0.00 b 25.0000 23.7405 0.0000 1.60 1 . 10 0. 9310 . 85 0.00 01 22.5000 21.2409 0.0000 1.67 1.106.910.85 0.00 0i 20.0000 18.7835 0.0000 1.69 1.100A90.85 0.00 0 17.5833 1.6.282T 0.0000 1.88 1.lao.860.85 0.00 a 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. 8 6 0. 851 0.00 al 10.0000 8.7425 0.0000 2.04 1.100.860.85 0.00 0 7.5000 6 . 2, 4 � 18 0.0000 2.11 1.10 0.86 0.85 0.00 0 5.0000 3.7430 0.0000 2.18 1.100.860.85 0.001 2.5000 1.2433 2.261 ."1.1i00.860.85 0.001 01 VERSION: 23.4.58.0 File: P40DAV10A15CBdesign2 In 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 Pole: Forces and Moments (Ice) nil MIX 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) ................ Section Comb. — plied 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 L5,063.2315,295.28 33.25 0.11 997.7612.252,049.58 0.00'Ll2,491.1138,957.7120,286.2421,278.03 17.58 0.1111,710.30 7,842,619.78 0.00125,270.34l52,716.5135,347.2138,961.31 0.001-0.112146.17 0,562,692.13 0,001 1'7152-99163,167.41157,142,.0846,430.93 These heights are above the pole base plate. 11M 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 � Fv (deg) �Vnt [42, 0.00 0.04 1:1, 678. 161*0. 00 187. 50122,500.00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing nE ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS, BY: IW70BO44 02/03/2021 SUBJECT: Federal Way/Mastec -40'RTS-10'Davit Arm(115MPH-A15) Folder: 501189 Pole Deflection Information: (Ice) LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) Height K-Defl. Y-Defl. Deflection Angle XDeflection Angle Y (ft) (in) (in) (deg) (deg) 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 33.2500 2.11 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 1 .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 0.00 775.0000 0.33 0.00 0.23 0.00 12.5000 0.22 0.00 0.18 i0.00 10.0000 0.14 1 0.00 0.14 0.00 j.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 b.00 0.00 0.00 0.00 VERSION: 23.4.58.0 File: P40DAV10A15CBdesign2 w 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--1-2'Davi-t Arm(1.1-5MPH-AI5) Folders 501189 File: P40DAV12Al5CBdesign2 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) Design Summer Pole Height id Line Diameter 40.0000 464 11.00 5.400 Section Characteristics wzi ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS, BY: IW708044 02/03/2021 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 Base Plate Shape ware Material S70 - A36 Width (in) 16.500 Thickness (in) 1.50000 Yield Strenqth (ksi) 36 Base Weld.IM2J- SOCKET Anchor Bolts Material S100 - F1554 Bolt diameter (in) 1.25 Bolt circle diameter (in) 15.00 Quantity 4 Yield Strength_(ks.1-) 55 Tensile strength (kiL)L75___j VERSION: 23.4.58.0 File. P40DAV1.2A15CBdesign2 I'M 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 Span Length (ft)i 12.000 Orientation (deg)] 0.0 Member Base O.D. (in) 4.37 Outer End O.D. (in) 2.40 Thickness (in) 0.11960 Attachment 33.25 Height (ft) Rise (ft) 6.7500 Slope at Base (deg) l 3.00 Centraid 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)l Materials, 5105 - 55 ksi Weight 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 he changed from values shown above without consulting Valmont. OW 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 I Load D-2Q2TI890V 12DAV 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. - ---V ight,lEffecti Position of I Mounting I Centroid Distance We Load Height Height To (lb) Project Centroid Area (ft) (ft) From Pole (ft2) (ft) Pole 40.0000 43.7500 0.0000 450 14.90 uminaire Arm 33.2500 40.0000 13.0000 '15 2.00 Pole 17.5833*177.5833 1.0000 280 8.33 119 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-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 11 W14 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-12YDavit Arm(115MPH-A15) File: P40DAV12A15CBdesign2 Folder: 501189 Pole Properties Height Diameter all Thk, Roundness l D/t B/T V�,otpejjl.e Plastic Area Radius (ft) (in) (in) Ratio of Section(in2) of M I ner a Modu I us 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 1 100.0 42.75,0.00 9.34 4.24 21,37 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 47.1713.00 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 3.7-0 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 71.380.00 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 76-58 0.00 55.41 13.89 1 4.29 3.59 2.5000 10.65 0.13450 100.0 17 9.18 0. 001 61.33 1 14A6 14.44 3.72 0.0000 11.00 , 0.13450 100 7 8F -.0 01 67.66 1 15.87 1i4.59 3.84 131 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 Pole: Forces and Moments (Strength I) 'mum= IRS 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-Al5) File. P40DAV.1.2A.1.5CBdesign2 Folder: 501189 Pole: Resistances (Strength I) Applied Force Factored Resistance ;�-�Tese he:ighT.s are above the pole base plate. m 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�, .eP40DAV12A15CBdesign2 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 itical Comb. Apptied Stress Factored Resis�,ance Wind Force (Pa i) rect. * Inter. AKia Fv (deg} -IL - - 0.00 0.03 1,390"7910.00 42,187750T227370 • Per RISC Design Guide 1 • These are directions toward which the wind is flowing HE BY: iw708044 SUBJECT: Federal Folder: 501189 Pole Deflection ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. 02/03/2021 Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Information: (Strength I) Critical Wind Direction: 0.00 LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) Height (ft) 40.0000 37.5000 35.0000 X-Defl (in) 2.72 2.38 2.03 Y-Defl (in) 0.00 0.00 0.00 Deflection Angle X 0.67 0.66 0.66 Deflection Angle Y! (deg) 0.00 0.00 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 . 0000 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 VERSION: 23.4.58.0 File: P40DAV12A15CBdesign2 135 BY: IW708044 SUBJECT: Federal Folder: 501189 ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. 02/03/2021 Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Pole: Wind and Weight Force Data (Extreme I) LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) Elevation at Top of Section (ft) AT111CF1MT. 1 Cenl-rokl Abov8 " as e (ft) 43.7500 Ecc. From Pole CenterLinePro.iecfted (ft) 0.0000 SecLian Area (ft21 14.90 Section Drag Coe f F 1.001.060.65 Kz Ed W nd Press��re lPSEI 34.71 W�,r)d �-"orce CIb) 517 ATTCHMT. 2 40.0000 13.0000 2.00 1.00 1.04 0.85 34.06 68 ATTCHMT. 3 17.5833 1.0000 8.33 -1.00 0. 8710. 851 28.63 239 40,0000 38.7369 0.0000 1 , 16 0 . 98 1.0310.851: 33.84 38 37.5000 36.2377 0.0000 1.23 0.90 1. 0210. 851 33.37 3T 35.0000 34.1193 0.0000 0.91 0.851.000.85 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.B5 31.18 331 25.0000 23.7405 0.0000 1.60 0.650.930.85 30.53 32 22.5606 21.2409 0A000 1.67 0.61.0.910.85 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 0.550.860.85 28.20 7; 15.0000 13.7420 0.0000 1.89 J „ 52 0. 86 0. 85 28.09 28 12.5000 11.2423 0.0000 1A6 G.490.860.85 28.09 2T lo . oobb 8.7425 0.0000 2.04 0.470.860.85 28.09 27 7.5000 6.2428 0.0000 2.11 0 a 4� 0. 86 0. B5 - 28.09 27 5.0000 3.7430 0.0000 2.18 0. 4510. 8610. 851 28.09 28 1 2,5000 1 .24 3 3, 0.0000 2. :,1 6 0 . 4510. 8610. 851 28.09 29 VERSION: 23.4.58.0 File: P40DAV12A15CBdesign2 136 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: P40DAV12k15CBdesign2 Folder: 501189 Pole: Forces and Moments (Extreme I) NEW These tReights are above the pole base plaite. These are directions toward which the wind is flowing, They are angles from the +X axis in the X-Y plane. Im 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 Folderz 501189 Pole: Resistances (Extreme I) ser -tion Comb. Applied Force J-Cjghtk Force Axial I Shear I Bend. Torsion Axial (ft) Inter . (lb) (lb) (ft-lb) (ft-lb) (lb) 14 40.00 0.15 426.71] 574.79 2,158A2 0,00 110,0991.11. 33.25 0.36 633.31, 845.18 7,228Al 1, 381. 84 112, 491. 1 ,_ 1, 17.58_ 0. 6411, 166. 73 1, 278. 90 21, 928. 15.1, 400. 471 25, 270.3 0.00 0.841,519,091,410,4945,569,121,400,74 17,152.9 These heights are above the pole base plate. Factored Resistance Shear Bend. Torsion �=O. 9 (1b) (ft-lb) (ft-lb) 1 33, 029. 73 15, 063 . 23 15, 295 . 2 7 78—,95? .71 20, 286.24 21, 278. G 4 3 2, 716 5122:4.24 7 .21 38, 9 61. 3 9163, 16-1. 41,157, 142. 08146, 430. 9 138 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 Combined Force Interaction Critical. Wind Direction Alignment of Bend Line Bolt Force., Bolt To _Send Line Moment Arm Width of Bending Section Applied Bending Moment Factored Bending Resistance Anchor Bolts Analysis (Extreme I) - Polel Pole itical Comb. Applied Stress Factored Resistance Wind Force (psi) (psi) - te(ft. Inter. Axial.'::: 'hear 4) F'nt (p Fv (deg 2,1 0.00 0.70 30, 016.4 '383 .80_ 42, 187 . 50122 , 50 0 . 0 0 0.32 0.00 deg 45.00 deg 36,062 lb 2.000 in 12.335 in 6,013.68 ft-lb 18,733.06 ft-lb • Per AISC Design Guide I • These are directions toward which the wind is :flowing W ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH KASHTO-2015 RQMTS. BY: IW708044 02/03/2021 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 Pole Deflection Information: (Extreme I) rlrif-i-1 Winri Dir,-rtion.- 9D.00 LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) Height Y-Defl,Y-Defl. Deflection Angle XDeflection 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 33.2500 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 . 0 0 0 0 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 . 0 0 0 0: 0.10 2.06 0.10 -1.98 7.5000 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 ,o.0000,--d-.00 f--d-.ob 0.00 0.00 VERSION: 23.4.58.0 File: P40DAV12Al5CBdesign2 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 Ueotroid Ecc. From � Section Section Kz Ed Wind I Wand at Top of Above Pole Centerline Projected Drag I PressureForce" Section Base (ft) Area CoeFf. (psf) (lb) (ft) (ft) (ft,2) - ATTCHMT. 1 43.7500 0.0000 14.90 1. 00 T 0c, 0. nl 0.00 (1) ATTCHMT. - 2 40.0000. 13.0000 2.00 1. 00 1. 04 0 „ 851 0.00 0 ATTCHMT. 3 -7.5833 1.0000 8.33 1. 00 0. 8 7 0.8511 0.00 01 40.0000 38.7369 0.0000 1.16 1.1Q)1.030.851 0.00 0 37.5d00 36.2377 0.0000 1.23 1,10 1 . 02 Q. 851 0.00 35.0000 34.1193 0.0000 0.91 1. 7f) 1. 00 V, . 84, 0.00 0 33.2500 31.6063 0.0000 1.78 1.100.990,85 0.00 0 30.00 F028.7395- 0.0000 1.45 1. 10 a. 9'T 0. 85 0.00 2 27.5000 26.2400 0.0000 1.53 1.100, 95 0, 85 0.00 0 25.0000 23.7405 0.0000 1.60 1.100.930.85 10.00 0 22.5000 21.2409 0.0000 1.67 1.100 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. 10 0 , 86 Q 1 85 0.00 0 15. ODOO 13.7420 0.0000 1.89 1.100.86D.85 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 1.100.860.85 0.00 0 7.5000 6.2428, 0.0000 2.11 1.100.860.85 0.00 5 5.0000 3.74301 0.0000 2.18 1 0.00 0 1 2.5000 1.24331 0.0000 12.261 1 1- 0.00 0 lul 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) SeCL:Ian Forcr-(1b) Moment ((t-lb) Wind Height*,Fx 47y Fz Mx My Mz M,rect** (ft) (deg) 40.00 4.090.00 449.98 0.00 15.35 0.00 0.00 33.25 5.280.00 644.41 DA01,397.990A0 0.00 17.58 3,320,001,097,590.00 1,742,740.00 0.00 0.00 O230.001,353.85,0.00)1,773.1.90,00I 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. [EPA 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 Force Axial Shear Bend. Tor,-s,Lon Axial Shear Bend. Torsion (ft) Tnter. (lb) (lb) (ft-lb) (ft-lb) 0=0.9 0=0.9 0=0.9 0=0.95 (lb) (lb) (ft-lb) (ft-lb) 40.001 0.00 449.98 4.09 15.35 0.00110,099.11 33,029.73il5,063.23 L5, 295 . 2 33.25 0.07 644.41 5.28 1,397.99 0.00 112, 491 , 11 38, 957 . 71 !'20, 286. 24 21, 27B . 0 17.58 0. 0711, 0 97. 5 9111 3 . 3211, 742 . 741 0.001 25,270.34152,716. 61.3 191 0.001 17,152.99163,167.41157,142,08146,430.9 These heights are above the pole base plate. ME 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 critical Comb. Applied StrersFactored Resistance Wind Force (psi) (psi) Direct.*Inter. Axial Shear Q F'nt Fv 0.00 0.03 1,093.18j 0.00 72,187.50]22,500.00 * Per AISC Design Guide 1 * These are directions toward which the wind is flowing RM 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) Filea P40DAV12A15CBdesign2 Folder: 501189 Pole Deflection Information- (Service I) Height , X-Defl. Y-Defl.� Deflection Angle X Deflection Angle Y (ft) (in) (in) (deg) (deg) 40.0000, 2.13 0.00 0.52 0.010- 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 - 30.00001 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 f22.5000 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 170000 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 0.000.0 0.00 0.00 0.06- 0.00 MR ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 aQMTS. (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 UenLrOi Ecc. From at Top of Above Pole Centerlin, Section I B a t"i e I (ft) (ft) (ft) %TTCHMT. 1 4 3. 1 50 01 0.000 %TTCHMT. 2 40.0000 13.000 kTTCHMT. 3 17.5833 1.000 40.0000 38.7369 0.000 37.5000 36.2377 0.000 35.0000 34.1193 0.000 33.2500 31.6063 0.000 30.0000 28.7395 0.000 27.5000 26.2400 0.000 25.0000 23.7405 0.000 22.5000 21.2409 0.000 20.0000 18 .") 8 3 5. 0.000 17.5a33 16.2827 0.000 15.0000i 13.7420 0.000 12.5000 11.2423 0.000 10.0000 B.7425 0.000 7.5000 6.2428 0.000 5.0000 3.7430 01000 2.500011 1.24331 0.000 sect[,0e1 6ecfAonl Kz Kd I W:(nd W.L rt,Id rojecter.) Drag Press u r, e Fo rcc Are,a L) (.1. b) 14.90 1.00 1. 06i 0. 85 6.00 2.00 1 00 1. 04 0. 65 0.00 8.33 1.0D 0 . 8 7 0 . 8 5 0.00 1.16 1 . 10 1. 03 0 . 85 0.00 1.23 1.101.020.85 0.00 0.91 1.101.00a.85 0.00 1.78 17)0.990.85 0.00 1.45 1 . ID 0 . 9 7 0 . 8 5 0.00 1.53 1.100.950.85 0.00 1.60 1.10 0.93 0.85 0.00 1.67 1.10 0.91 0.85 0.00 1.69 1.100.890.85 0.00 1.88 1.10 0 . 8 6 0 . 8 5 0.00 1.89 1.100.860.85 0.00 1.96 1.100.860.B5 0.00 2.04 1.100.860.85 0.00 2.11 1.100.B60.85 0.00 2.18 1. 1010. 8 610 . 851 0.00 2.26 1 . 10FO - 86[0 - 851 0.00 luoi BY: IW708044 SUBJECT: Federal Folder: 501189 ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. 02/03/2021 Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Pole: Forces and Moments (Ice) I WEENE 'M �=Mmm�� 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. LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) VERSION: 23.4.58.0 File: P40DAV12A15CBdesign2 U ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH AASHTO-2015 RQMTS. (FINAL DEFLECTED POSITION) BY: IW708044 02/03/2021 SUBJECT: Federal Way/Mastec -40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 File: Pole: Resistances (Ice) Section Comb. Applied Force Factored Resistance height"' Force Axial -Shear Bend. -Torsion Axial Shear Bend. Torsion (ft) Tnf,".er. (lb) (lb) (ft-lb) (ft-lb) �=O.q (lb) (lb) (ft-lb) (ft-lb) 40.00 0.01. 691.6110.09 37.93 0.00L10,099.1133,029.7315,063.23 15,295.2 1 33.25 0.11 1,008.1913.222,199.47 0.00112,491.1138,957.7120,286.24 21,278.0 17.5B 0.1311,720.74 8,372,781.31 0.001 25,270.34,52,716.5135,347.21 38,961.3 0.001 0.112, 156._61rO. 5712, 858.561 0.01 17, 152. 99163, 167. 4A22, 142. OJ846, 430 .9 These heights are above the pole base plate. VERSION: 23.4.58.0 P40DAV12A15CBdesign2 11M 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 ritical Comb. pplAed Strpss'FacLare Resistance Wind Force (Es I'l j (ps irect. * Inter. Axial Shear � F 177T� Fv (deg) 1 42, 1B7 . 50122,500.00 • Per AISC Design Guide 1 • These are directions toward which the wind is flowing ME, ANALYSIS OF VALMONT INDUSTRIES IN ACCORDANCE WITH AASHTO-2015 RQMTS. BY: IW708044 02/03/2021 SUBJECT: Federal Way/Master-40'RTS-12'Davit Arm(115MPH-A15) Folder: 501189 Pole Deflection Information: (Ice) 1 1.14 A n4r ction: 0 00 LIGHTING STRUCTURE (FINAL DEFLECTED POSITION) ri cam Height X-Def . JY-Defl.F)efler-Li,Sara Ang.1,42 X Dcfj,etjnn Ang.le Y (ft) (in) (in) (deg) (d,eq) 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 33.25001 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 72.5-000 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 "1 5.0000 0.03 0.00 0.07 0.00 72.5000 0.01 0.00 0.03 0.00 i �0.0000 1 0.00 0.00 0.00 0.00 VERSION: 23,4.58.0 File: P40DAV12A15CBdesign2 150 VERSION: 23,4.58.0 File: P40DAV12A15CBdesign2 150 ANALYSIS OF VALMONT INDUSTRIES LIGHTING STRUCTURE IN ACCORDANCE WITH MSHTO-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 In 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 I Base Plate 0.23 Extreme 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 In 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-1s) 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 A I���E of A Nion LETTER Date: 9/7/2020 Band Model Antenna Power Input (W) Galtronics GQ2412-06623 PURPOSE OF THIS DOCUMENT 700 850 PCS 0 0 160 AWS WCS SGHz m 0 0 0 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'une IV°iva°:'uiLlht: 22 feet above ground level c) .I raarn iran6^uuHkxn l� :r "q uei n(Je : PCS,AWS d) C aaAira°nurn Power ummipn, t per fireqnaenc fint a (41,G)Antenna: 160,160 e) Antenna IpaarnMons: Top & Side mount (4G position) f) Co- .io ca: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 tt d i ... calculation o saf "' iflstam m f _ band µ ru:m 5 dil ra le I s c�f�mcerief I �ac l tjof f distance f�_111-1 S band�...� w 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: Horizontal Safe Distance (in feet) 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 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: R"6NL9 Id (As om h aru:e Contact Jan Wise (hw8938) to request access to the CL SharePoint link above. *4 Acx:i!:�ss a yin t igii, aifted to IPih!in Staff & qw !iiiph:iarno^: ta:. I IINhnou...,P'aymofl 1 uu bae .s (114 S III'^1IIII'Ws ,11* 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.361.3@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 ate, See Appendix D (below) AT&T MOBILITY - CRAN/ SMALL CELL RADIO FREQUENCY (RF) SAFETY COMPLIANCE LETTER APPENDIX D: Placement of RF Safety Signage. Signage must be ordered from ACP Intl' S(n in , 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.//aIlex.w 11 , i:t:.comn/bm)oli vv ew/book%ww o 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" 22' 1 5' 8.25" A CAUTION A, AT&T operates antennas at this structure. Above this point you are entering an area where radio frequency (RF) fields may exceed the FCC Occupational exposure limits. Follow safety guidelines for working in an RF environment. Keep ft. away from the fronts of the antennas. Contact AT&T at 800-638-2822, opt. 9, 3 and follow their instructions prior to performing any maintenance or repairs above this point. Cell Site USID STONEN SE R"Ms " Camwmiiw:ormu Gmigns mumluw III be plllace,°ii opjjpo§Rilw each, FEDERAL COMMUNICATIONS COMMISSION (FCC) COMPLIANCE STUDY ON ELECTROMAGNETIC FIELDS EXPOSURE Prepared for: as ec on behalf of , smn00 :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 RFSSRP QUALIFICATION December 8, 2020 Page 12 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 A "I 11 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 z, 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 RFSSRP 100 N E V 10 E .7 a, 0 L 0 1.0 a 0.1 December 8, 2020 Page 14 Table 2: MPE Limits for Occupational/Controlled Environment Frequency Electric Magneti Power Averaging Range Field c Field Density Time for (MHz) Strength Strength (mW/cm2) I E 12, 1 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/f2)*... ...... .... .._.... 6 ............ 30 — 300 61.4 0.163 1.0 6 300 —1500 ._.......... -- -- f/300 6 .. 1500-100,000 -- -.. 5.0 6 f = frequency in MHz * = Plane wave equivalent power density Frequency (MHz) I Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 27107-046 RFSSRP December 8, 2020 Page 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. ON THIS POLE: RADIO FREQUENCY FIELDS NEAR SOME ANTENNAS MAY EXCEED FCC RULES FOR HUMAN EXPOSURE. PERSONNEL CLIMBING THIS TOWER '.. SHOULD BE TRAINED FOR WORKING RADIO %REOUENCY ENVIRONMENTS AND USE A PERSONAL RF MONITOR IF WORKING NEAR ACTIVE ANTENNAS. ''........ IYA(� Ni EFENU.J/YEMUTOMS[➢N.uR Fi SMM FYWNU[M5W%iJ URI 1W.l � Beyond This Point you are entering a controlled area where RF Emissions nrm• e-rceed the FCC Occupational Exposure Limits Obey all posed signs and silc Suidelires for working in an RF ensironmeol ifsCORE � .'+ �� l ;; ; ................... lie- USA Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 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. En cata: propied ad se aablcan antenas de tolracona unicaclones operadas por, AT&T Mobility. Favor marntener a na diOarrncdaa de no menoa rira 3 pings y obedecor kodos los avrisos, 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 numero Favor comunicarse con la oficina de la administracibn del edlficfo si esta puerta o compuerta se encuentra sin candado. lit �..�a.a RLT IYYWr 4, �- ������� N, 111111111111111sil 0 R, E 0 �,W 1� "I ':'� S A. ii Core One Consulting US Ltd. Phone: 1 (778) 805-2166 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.). S 11 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 gn 2 www.rad a mm AT&T Mob fRy 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. I've C 0 R E 0 N U Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 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 354' 12 ...... ............. 0.0159 ___.- 0.6351 91, 6 0.0180 mm0.7708 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 i Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 27107-046 RFSSRP December 8, 2020 Page 19 The site map below shows the measurement locations Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 27107-046 RFSSRP PREDICTIVE ANALYSIS The following parameters have been considered in modeling this configuration: December 8, 2020 Page 1 10 Total ERP 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 (LAA) (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. JCOREC] . ........... . is .4 Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 27107-046 RFSSRP December 8, 2020 Page 111 This map shows exposure level at ground level and adjacent buildings *locations outside of white cloud are 0%-1.9%* vl CORE',','_"" U USA Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 27107-046 RFSSRP December 8, 2020 Page 1 12 This map shows the exposure level at the center of the antenna at 45'-6" AGL C 0 R E .. ........ . ..... ............. Core One Consulting US Ltd. 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:;4 G �4 � R.I.,u.Q I��)L,�, Sign Waiver Form fenin the pole owner, 21, L 111 !/0 R E 1 0% — 1 00% 100% — 500% V:...:.w... >500% Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 27107-046 RFSSRP SITE PICTURES View facing North View facing East J, . . ......... . C C )j, ............. ...... Usa December 8, 2020 Page 114 Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com 27107-046 RFSSRP View facing South View facing West COREC'"""'NE usa December 8, 2020 Par; 15 Core One Consulting US Ltd. Phone: 1 (778) 805-2166 www.coreoneconsulting.com er, ,0141 W E ' R E MAKING WAVES- , 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 MHzBlack G; • 4x ports for CBRS Band 3550-3700 MHz -- �� 3M"" Conceal Film • 2x ports for U-Nil Band 5150-5925 MHz* 698-896111 , 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 IIII IIIIIIImom lllllllBand Frequency [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.) ..... .....,_.. w___ .........._... 20 dB _...._... _ ......_... 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 18° 23.7° Gain (max.) - 7.8 dBi .... _6.1 8.9 dBi 9.1 dBi ... �--�...... 8.5 dBi _�..�.......... 6 dBi ..,�,�.. Gain(avg.) ._._ 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 lulu�lulu llq�IIIIIIIIL IIIIIII .. �uiilP� Illli�ll Illl I�iu IuU�m u� I� � o .2 0 N O N O N L, 2 Ul 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 "" WE'RE MAKING WAVES" 740 MHz 751 MHz 1770 MHz 2155 MHz 2325 MHz 3580 MHz 3650 MHz 5200 MHz 5850 MHz m 0 0 Ix 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-" Mechanical Dimensions 1695-2360, -45+: 69kb 011110hill Ina" r,6Il ul�l�iui uuiuu udllVu of iuuuui�uuul���iiiiiu uiiiiul uiiiiillui�lli�lul uuuuli� luuuui iiiiiul ui�uiuiiiiu A. REF 0` Al SWiOiR145 Poi fir, � �'/i� 3SS(P :G-rGkO d�A arl: �;�w w rr r ilwu 11 a i1P � max• i 1695-2360 MHz 91, 45 9 i -45 03550-J,�w49 MHz", -45'(D 4 Operating Temperature -40' to 158°F (-40° to +70°C) Antenna Weight 30.9 Ibs (14 kg) _. ..._ _.... Antenna Dimension (Diameter x s' Height) 14.5" (369mm) x 24.5" (622 mm) Radome Material ASA Radome Color ........... Gray, Brown, Black, 3M- Conceal Film Ingress Protection Outdoor (IP65) ........._.. Wind survival Rating 1.50..mph /h) 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. m ION ON �lll Air-ScdeJ[��-325 �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 td�� cost of ownershir) 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. AirScale Dual RRH 4T4R complements the AirScale System Module, offering a complete base station 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 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 maybe 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): p 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 Cingular Wireless P°CS, LLC ADDRESS: SIGNATURE NAME: TELEPHONE: FAX: 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: TB 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: ❑ YES I3 NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ 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 ❑ PROJECT MANAGER ❑ DIVISION MANAGER 8 DEPUTY DIRECTOR 8 DIRECTOR INITIAL / DATE REVIEWED DSW / 4-23-20 ❑ RISK MANAGEMENT (IF APPLICABLE) 6 LAW DEPT ER5/1/2020 INITIAL / DATE APPROVED DSW / 8-3-20 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 GNAT[ )RY ( MAYOR OR DIRECTOR) CITY CLL RK ❑ ASsIGNI D AGO ❑ SIGNED COPY RETURNED OMMENTS: sXECUTE " " ORIGINALS ri_ 0 ,. " i" LL MIRA 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/ } 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 {ERZ2217010.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 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 {EitZ2217010.DOCX;1/13104.080005/ ) 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 Tenn"). 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 {ERZ2217010.DOCX;1/13104.080005/ 1 the "Term". Within ninety (90) days of the fifth (5th) anniversary and the tenth (10t') 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. 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. Nan -Interference with Citv 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 101.3, 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 Freauenev Interference Stud 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. {ERZ2217010.DOCX;1/13104.080005/ } 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 Replacement 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 & A h 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;1/13104M0005/ } 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. Improvenients, Fixtures and Personal Pronerh'; Inspection br Ci 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 C'il-• 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 bold 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 roc- 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 I k; 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. Remo. 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 121' 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- {ERZ22170 I ODOCX;1/13104.080005/ } 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/ } 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," : CI Y OF FEDERAL WAY By: N : Jim Ferrell Title: Mayor Approved as to form: J. Ryan Call, City Attorney COMPANY: NEW CINGULAR WIRELESS PCS, LLC By: AT&T Mobility Corporation Its: Ma er Name: Wayn Wooten Title: Director Date: &a — 2•ci -- 2a 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 (SEAL) OFFICIAL STAMP JUDITH MULLEN NOTARY PUBLIC-OREGON COMMISSION NO.987715 MYCOMMtSSION EXPIRES MAY 16, 2023 No Public Res' ir,g at Tualatin, OR My appoiiwne 1. expires Mav 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 fM = 0 4Y2- O.D. ALUM. TUBE .188" WALL ALLOY 6063—T6 SATIN GROUND FINISH ` 4)¢" 0.D.\IrJ 2" N.P.S. + S N SLIPFITTER J �fp " O.D. MIN. HAPCO 41 SERIES AND VALMONT RTA POLES MEET THIS STANDARD. 00. )--- 1 /2" 13 N.C. AINLESS STEEL iRU—BOLTS, UTS, AND NYLON rASHERS. 063--T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8" TO 4Y2", 0.219" WALL THICKNESS SATIN BRUSHED FINISH NOTES : 1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN A 90 MPH ISOTACH / 120 MPH GUST VELOCITY WIND. 2. 4043 FILLER WIRE USED FOR WELDING. 3. ONLY THE BASE FLANGE WELDS ARE HEAT —TREATED. 4. BASE FLANGE SHALL ACCOMODATE 11" TO 12" BOLT CIRCLE. 5. (4) 1 "— 8 NC STEEL ANCHOR BOLTS ASTM 2" 11 DIA. A 576, AISI GRADE 1021-1046, 50,000 BOLT CIRCLE PSI = MIN. YIELD MEAN DIA. OF ROD •;= STOCK 0.908 f .01 1 ", OUT OF ROUND t i TOLERANCE : t 0.012" ROLLED OR CUT Via= THREADS PER .A307, CLASS 2A, TO 1 ," GALVANIZED nFR ASTM .A15J, ;C}PiPL'-TI- 8 — #7 RE AR AND WITH (8) 1" .8NC r: ' !_ti.'A°11['t.L S f Lr Eh #4 HOOP REBAR NUTS do (8) i " `A' V�NiZFi S, T FTr' I 1'—O" CENTERS WASHERS. 6. CITY MAY ACCEPT OTHER BEND RADII AND DAVIT ARM MOUNTING ANGLES. HANDHOLE (4" X 6" NOMINAL) I NON —FLUSH TYPE, COMPLETE °d- .i WITH REINFORCING FRAME ALLOY �a 356—T6, COVER AND S.S. — HEX HD. SCREWS 1Y4" 13 NC S.S. OLT W�� S.S. SPLIT V4iASHER AND S.S, FLAT WASHER THRU HANOHOLE 2" SCH. 40 PVC CONDUIT CLASS 5 (IYi) PORTLAND CEMENT CONCRETE (3000 psi ). 3'x 3' SQUARE OR 3' DIAMETER BASE. Rev. NOV 2014 PUBLIC LUMINAIRE 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, WA April 30, 2020 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 Copyright m Valmont Industries, Inc 2020. Pole assembly for illustrative purposes only. Actual details and sizing may vary. If noted "By Other' consult valu-nont T Equipment base cabinet shall be used unless ADA clearance issues require pole mounted cabinet. Project: Federal Way, WA April 30, 2020 Designs by: SV for Valmont Project # 481734-P1 Page: 2 of 4 Description: 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 • 22" Diameter x 7-6" Tall I alm o`nt.7 ' STRUCTURES u P I Pole mounted fl i; cabinet only allowed if base cabinet has clearance limitations. Concealment strategies for pole mounted cabinet required per Federal Way Small Wireless code. 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 April 30, 2020 Designs by: SV for Valmont Project # 481734-P1 Page: 3 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 • 18" Diameter x 4' Tall 5G Radios • Below Light Arm Copyright ® Valmont Industries, Inc 2020. Pole assembly for illustrative purposes only. Actual details and sizing may vary. If noted Ty Other" consu@ n,::r u ' , ; : •.rar for information. STRUMIZES Project: Federal Way, WA April 30, 2020 Designs by: SV for Valmont Project ## 481734-P1 Page: 4 of 4 Description: 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 In T SiRUC1URES Pole mounted cabinet only allowed if base cabinet has clearance limitations. Concealment strategies for pole mounted cabinet required per Federal Way Small Wireless code. Copyright ®Valmont Industries, Inc 2020 Pole assembly for illustrative purposes only Actual details and sizing may vary. If noted "By Other" consult manufacturer for information. Note 1: 6' Height x 18" Diameter L as shown 12' 8'or10'or12' Note 2: 5G Radios Mounted Close to Pole MH as shown 35' 30' or 35' or 40' MH 49 1 /2" H Base per Detail 3 t Section A -A Note 3: ❑ Structural Equipment ® Base Foundation design is required as part of Carrier permit submittal Carrier Equipment Notes: Note 1: Carrier top Shroud not to exceed 6' in overall height and 18" in diameter. Shroud attachment means and cabling to be 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: All other carrier equipment to be mounted in Structural base with dimensions as shown on sheet 3. The structural base will accommodate the Cimcon utility grade metering smart metering device as specified by City of Federal Way. A localized lockable disconnect will be mounted on the base in order to disconnect all power to the pole. Note 4: 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. Note 6: Detailed engineering may require modifications. City to review carrier proposed changes. Valmont Design: AS12-01 Valmont Small Cell Pole Date 07/27/2020 DWG. NO. Standard Design Directive RE N AS Valmont Small Cell City of Federal Way Scale NTS AS12-01 REV: Sheet 1 of 4 Small Cell Pole Notes: Note 1: The pole assembly shall be constructed to have Note 2: a mounting height for the fixture of 30', 35' or L as shown 12' 40' as per the height of the pole being replaced 8' or 10' or 12' 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" 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 54 1/2" H Base V Note 4 & Detail 1 Section A -A Detail 2 Detail 5 Detail 3 — Detail Foundation design is required as part of Carrier permit submittal 0---LuminaireArm COVER ATTACHMENT LUG 0.25" X 1.00" H.R.M.S. BAR 0.25' -20UNC X 3.00' 3.00" RAO. STAINLESS STEEL SOCKET BUTTON HEAD CAP SCREW POLE TUBE WALL HANDHOLE COVER 16 GA. H.R.M.S. 297" 0.24" S.3e' co 1 7 J5LL25" MIN. 1.75" Valmont Design: AS12-01 Valmont Small Cell Pole Date 07/27/2020 DWG. NO. Standard Design Directive g DWN AS REV Valmont Small Cell City of Federal Way Scale NTS AS12-01 REV: Sheet 2 of 4 Detail 3: Structural Equipment Base r 1' 49 1/2" 11 3/4" Opening f Padlock 14" Tab Opening Note I Note 9 3/4" Opening 8 1/2" Opening f ��-7 12" Opening 8 1 /2" 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 028" --\ F 01 1/2" Hole Anchor bolts 1 %" galvanized j steel 55 KSI Minimum Foundation design ® required to confirm full AB Requirements 024" _ 1 Bolt Circle L Varmint Screen Detail 5: Transition Collar r 20" ALUMINUM 2-PIECE TRANSITION COLLAR Required to conceal attachment hardware from pole to equipment base Valmont Small Cell Pole Date 07/27/2020 DWG. NO. Standard n Desi Directive g DWN AS 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 6' 3" Radius Detail 7 Detail 2, Sheet 2 WIRING ACCESS HOLE - CUT AS LARGE AS ALLOWABLE - DEBURR EDGES INSIDE & OUT. WELD NOTE: 0.13 X 0.25 UNEQUAL LEG FILLET MINIMUM WELE SIZE. HOWEVER, A LARGER WELD MAY BE NECESSARY DEPENDENT UPON THE GAP DISTANCE CAUSED BY THE SHAFT FIT UP. j DETAIL 7 1 LUMINAIRE ARM CONNECTION Detail 8 LUMINAIRE ARM SPAN LEGNTH "L" (FT) ENO DIA. (IN) GAUGE OR THK (IN) 8.00 2.40 11 10.00 2 40 11 12.00 2.40 11 Luminaire Arm ASTM A595 Grade A 8.00" NOMINAL STRAIGHT SECTION REFORMED TO 2.38" O.D. 1 _ L 8.00' RISE DETAIL 8 ARM END Valmont Small Cell Pole Date 07/27/2020 DWG. NO. Standard Design Directive City of Federal Way DRWVN AS Scale NTS Valmont Small Cell 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,Jeel 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. Backhaul 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 ran concurrently with the Agreement and shall terminate upon the Agreement termination unless earlier ten-ninatcd by a party consistent with the Agrecraent. 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. (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 By �l By. - —.. �..—..� Naine: M'� Name 1 .tie: J4kAiL_ 4 "cv i ? " Tifle. Di irector 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 {ERZ2217010.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/ 1 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] (Name of Person Executing Bond) Its: (Title) (Address) (Phone {ERZ2217010.DOCX;1/13104.080005/ 1 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 WASMNGTON ) 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: LEE APPROVED AS TO FORM: J. Ryan Call, City Attorney Surety Attorney -in -Fact (Attach Power of Attorney) (Name of Person Executing Bond) (Address) (Phone) {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 ,. R> : :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 _Nat: St. Louis, MO 63101 E-MAIL 5ss: Att.CertRequest@marsh.com Attn: ATT.CertRequest@marsh.com -- - CN103150778-GAW-CRT-20-21 N Y INSURED New Cingular Wireless PCS, LLC One AT&T Plaza 208 South Akard Room 1820 Dallas, TX 75202 INSURER(S) AFFORDING N INSURER A: Old Republic Insurance Company INSURER B : INSURER C : NAIC # 24147 I_ ____ ENSURER F: _.._ I I 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 AV CCOMMERCIALGENERAL LIABILITY MWZY31363620 06/01/2020 06/01/2021 EACH OCCURRENCE $ 5,00C,000 CLAIMS -MADE X OCCUR PRI-roI F_ Eaa Ttxu ce s 1,000,000 MED EXP (Any one _ erson PERSONAL & ADV INJURY $ N/A S 5,000,000 GEN'L AG GREGATE L I M IT AP PLI ES PE R: GENERAL AGGREGATE s 10,000,000 X POLICY �O LOC PRODUCTS $ 5,000,000 o rHEP-, $ A AUTOMOBILE LIABILITY MWTB 313635 20 06/0112020 06/01/2021 CCIFADINED 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 ONLY AUTOS HIRED NON -OWNED PRQI'Lri tY DAFAAG- AUTOS ONLY AUTOS ONLY accident) UMBRELLA LIAR OCCUR �' EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE I $ DIED RETENTION$ $ A WORKERS COMPENSATION MWC 31363820 (AOS) OTH- X S ATUTE ER AND EMPLOYERS' LIABILITY �, / N E.L. EACH ACCIDENT 5,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE n 4 OFFICER/MEMBER EXCLUDED? u N/A' _$ _ 5,000,000 (Mandatory in NH) EL. DISEASE - EA EMPLOYEE: S 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 1 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 33325 8th Avenue S Federal Way, WA 98003-6325 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc -.Mll'V�O01.i _ @ 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 Roam 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