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HomeMy WebLinkAboutReport 1®Dig Alert ... _.,.,,b~ow w•~-a·I,~ ::"' '"'' rl a . ···=···'>·'" ~,.-.. .,.,. 811 I S00-424-5555 DO NOT SCALE DRAWINGS "'""'" I LNOTES I V-'• ''""'· .,, '""'"'""'"-"' I ::.~:~~ ........ '" .... ,, I .••••.••• ~.::,;::;:.;·--· .... '"""''"-·. I SITE INFORMATION """''''' '"'"'''"""' PROJECT TEAM I ~E?·:;,.:;i;I\~o, 1 ,-~ ,, "'"""'", c~ ·1itie ll!k:il it infr 3::-::u u,_;tL:r, SITE ID: 9WAX000311A SITE LOCATION: 2829 NE 3RD ST., RENTON, WA 98056 NE 3RD ST. & JEFFERSON AVE. NE 47.487263°, -122.180208° (N) STEEL UTILITY POLE VICINITY MAP PROJECT DESCRIPTION ,.,_, ·"''"'""'"'"'"""·'"'"""'"''"~" . .,,,,"'''''"'" """'''"' '"'"·"""' c;"'' ,aescC<'eW •• C'-"<S,S' 0' '''''-'"''""" I: .:::~,.~,::~;:::;~~?INEERING . '~'"'-''-~-"'-''"'"-' '"" ' '""""" """""""'·'·'··· DRAWING INDEX SHUTlllLE 'rl i ·-···'"' .... ·:_:=r --r _;;;'~;:~-~~!""'' -- ,. 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JH~~R~UN AV't NE IN) STEEL UTILITY POLE SHEET TITLE GENERAL NOTES SHEET NUMBER T-3 ·---~ r _ I il1.t:•'-"'!1 ···--C(Dlllar'ICII e.tw.. ilgllJ .. ~-···· i_lf..h'.l~~ =..,~,,--- DISTANCE BETWEEN SIGNS Speed Sp.ac,i,g(it ) (MPH) A T'--F" ' D ~1~1:~s -~~~ -t--~~~~t-~}[i_ ~~~ 50 10 54 500 !500 · 500 , 250 55orgreater 2640 J_ !?~o_L~~Q_ 1-s~o-_ "ROAD WORK 1 MILE'" sign may be used as an alterna1e to the "ROAD WORK AHEAD" sign 500' beyond the ''ROAD WORK AHEAD" sign or midway between signs. whichever 1s less "BE PREPARED TO STOP" sign may be omitted for speeds of 45 MPH or less LEGEND S•G" :: ;:i •t,e;,°' ',~ACE ...... C[ACGER ... CIR,("fl()NOFTRAF'IC TRAFFIC CONTROL PLAN ~I+ r ,w, _l_ L+ +-/+ l+ GENERAL NOTES Work operations shall be confined to one traffic lane, lea ... ing the 5 opposi1e lane open to traffic Additional one-way control may be effected by the following means· Flag-carrying veh1cJe Official veh1de 6 Pilot vehtde Traffic signal The '"ONE LANE ROAD'" signs are to be fully covered and the "FLAGGER" signs either removed or fully covered when no worK 1s being performed and the roadway 1s open lo two-way traffic When a Side road intersects the roadway w1th1n \he TTC zone, additional nc devices shall be placed 1n acc.ordance with applicable TCZ Indexes The two d1annel1z1ng devices d1rec;tjy m 1ront of the worK area and the one channelzmg device directly at the end of the worK area may be omitted provided vehicles in the work area have high-mtenSlly rotating. fiash1ng. osollatmg. or strobe lights operating For general TCZ requirements and additional information, refer to MUTCD DURATION NOTES '"ROAD \NORK AHEAD"' and the "BE PREPARED TO STOP"" signs may be omitted 1f all of the follOW1ng cond11ions are met Woril operations are 60 minutes or less Speed l1m1t ,s 45 MPH or less No sight obstructions to vehicles approaching the work area for a d1s1ance equal to the buffer space Vehicles m the won<; area have h1gh-1ntens1ty, rotating, fiashmg, oscillating, or strobe lights operating Volume and complexity of the roadway has been considered ! BUFFER SPACE i---spee·f -·-Distancii (MPH) (fl.) ~:~ . --~~~ - 35 250 ~ I " -'° 45 '" '60 ~-!~ 425 '" s,o C: eo 65 645 70 730 ---------- 'Mlen Buffer Space cannot be attained due to geometnc constraints, the greatest attainable length shall be used. but not less than 200 fl CONDITIONS WHERE ANY VEHICLE. EQUIPMENT WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2" OUTSIDE THE EDGE OF TRAVEL WAY 1 51TE ACOU•SITION A&E SER\llCES O~AWN ev ~,oo D~TE m ~" DESCRIPTION t EIY ~-CDNST-ROCTIONl<N_G ,a.·m11s I 1r1~~~fE TW PRELIMINARY NOT FOR CONSTRUCTION SITE ID: 9WAX000311A EAR EST ADDRESS I SPECIFIC AD NE )RD ST S JEFFERSON AVE NE (N)STEEL UTLJTY POLE SHEET TITLE TRAFFIC CONTROL PLAN SHEET NUMBER TC-1 '" z I" ,. .. GI -~., '" " .. ::; '" ,, I" ,. z ... :i ~ N .. ,1 ::; '" "' ,, l i i;; ::;: ! 0' z ' ' ' ' s ~ ' i ' ' ' 3 ~ m "TI "TI ~ 0 z { m z rn l ·_--:--·\---~r- ~-----.-- , • _, -l ,~-- ! l I I ... 0 " 0 ,, Zzm ~cc: ,, ... ;: C -,, -oOZ ... ,, ,. -,, 0 < z i I I r F·\ Ii}' NE 3RD ST ' ' c,, __ ' ./ -( L ~ 0 .. : i ' \ - NE 3RD ST - - Pi! z ; 5 m .. ~ i5 z z ; z 0 :!I :,: m .. ~ 0 z ------------·- ' ' ---'-·---==i-L-----~=, ·" ---} ~:-~ --~ I , I I -t::J~---+-.. .. ---c::) ~ __ , ~---1_ -~ "'fi ~Ii 0 • Ill ~~ 1! "~; I, o. !. .. ~~ I" C ~! ~Q cLl1 ~~ ~~ !I~ !1~ c< H _,? ~ )",;;; ~ ~ . .,-, ~~ "' "" z am 3 oo -, • mo m• m ~ ~ Fn ~ i ·~ ~ •o j; :i: ca !! I z ~ ~~ C .., "" > N < om a· X ff m• 0 z:t> ~ o• 8 a en en ~§ ~ '' .., mn > ,, ~~ •r 0 .., 0 ::0 Zzm "'or-~ -t§: C -. -ooz .., ::0:,, -::0 0 -< z r I I I ' L ; ' ' ' I I !_ iii_1 I fl ! I 1,/;J - I I i i!j l I i I I i i i,li , . ! II ·~ '~ ' -- i L. I '~ I I 1 ~i :r 19 1 I .• I I i ~ ' ! 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(')\,A :':05" .,. :'.) -.,,--::,·. · -...-..;, 1n..abili -le S ITE ACOUIS TION A&E SE~ICES DRAWN BY SASCO DATc: 05/03/2016 R EV DA-E DESCRPT>QN BV C 05/03/16 190% CONSTRUCTION I ENG CSI03/16 I INTERNAL UPDATE I TW 1--------1--- PRELIMINARY NOT FOR CONSTRUCTION -s A-vlO..ATCt~ CF ..Al// rm, At.)' ::ieR~l ·~ .. ··"" f::.s '-EY A~E .\CT r-.G ur-..CER '"ME C :;ECT1Qf\ or/, ..ICENSEC PGOHS.S10N.Al E\GINf:E:.1-,' J:)A, "I I~ THIS )CCl ... ~E'\T SIT E ID: 9WAX00031 1A NEAREST A DDRESS / SPEC I FIC ADD NE 3RD ST & JEFFERSON AVE NE (N) STEEL UTI LI TY PO LE SH EET TI TLE G ENER A L NOT ES SHEET NUMBER T-3 ' DIMENSIONS A (Distance Between Signs) B (Distance Between Signs) C (Distance Between Signs) L (Merging Taper Length) Maximum Taper Channelizmg Device Spacing FE ET \ 100 100 100 205 35 I Maximum Tangent Channetmng Device Spac ing 70 J DISTANC E BETW EEN SIGNS --Speed Spacing (ft ) (MPH) A B I C 40 or less 200 200 200 41 t o 49 350 350 350 I ' 50 to 54 500 500 500 r 55 or greater -2640 1640 1000 I D 100 175 250 500 "ROAD WORK 1 MI L E" sign may be used as an alternate to t he "R OAD WOR K A HEAD" sign 500' beyond the "ROAD WORK A HEAD" sign or midwa y between signs, wh ichever is less **• "BE PREPARED TO S T O P " sign may be omitted for speeds of 45 MPH or less LEGEND • Cf--AN NE LIZING DE VICE ~ SIGN WORKS?ACE ..-FLAGGER ... CIRECTICN C F TRMFIC TRAFFIC CONTROL PLAN 2 . 3 . 4 l , r1 l ':{~ ··~ t t ,I .... I ~/r+ j J ,j ' I• ,·1 1 L ~Buffet (OlitfONll ~ en Q 0::: (") w z "' i!:l. _)-. ~· I ·-~ I ,., ~I":,- ~ ~I H I ~. ·. ~)4M..of'!UIJl•C'~ . . - . ,_, . t ~SW a ~ ~ ,&, • Ulr -a. ... ~ :__ _ _,,, -· -'KAO !t ' • !('~ t ~t .... ~ ,----~/.:: GENERAL NOTES Work operations shall be confined to one traffic lane, leaving the opposite lane open to traffic Additional one-way cont rol may be effected by the following means: • F lag-carrying vehicle • Official vehicle • Pilot vehicle • Traffic s ignal The "ON E LAN E ROAD" signs are to be ful ly covered and the "FLAGGER" signs either removed or fully covered when no work is being performed and the roadway is open to two-way traffic When a side road intersects the roadway within the TTC zone. add itional TIC devices shall be placed in accordance with applicable TCZ Indexes 5 . The two chann elizing devices directly in front of the work a rea and the one channelzing device directly at the end of the work area ma y be omitted provided vehicles in the work area have high-intensity rotating , flashing , oscil lating, or strobe l ights operating 6 . For general TCZ requirements and additional information , refer to M UTCD DURATION NOTES 1 . "ROAD WORK A H EAD" and the "BE PREPARED TO STOP" signs may be omitted i f all of the fol lowing conditions are met: a Work operations are 60 minutes o r less b Speed limit 1s 45 MPH or less c . No sight obstructions to vehicles approaching the work area for a distance eq ua l to the buffer space d . Vehicles in the work area have high-int ensity , rotating flashing , oscillating . or strobe light s operating e . Volume and complexity of the roadway has been co nsidered BU F FER SPAC E Speed i Distance j (MPH) (ft .) I 25 I 155 30j 200 35 250 40 305 i . 45 360 j 50 ~ --· 55 4 95 I 60 570 - 65 645 70 730 I When Buffe r Space cannot be attained due to geometric constraints, the greatest attainable length sha ll be used. b ut not less than 200 ft . CONDITIONS WHERE ANY V EH IC L E . EQUI P M E NT WORKERS O R TH EIR ACTIV ITIES E NCROACH T HE AREA BETWEEN TH E C E NTE RLINE AND A LINE 2 ' OUT S ID E THE E DGE OF TRAVEL WAY n S I TE ACQU1S1Tl0t-. A&E SERVICoS DRAWN BY I SASCO DATE I 05/03/2016 ~EV DATE ClESCRIPTION BY 0 1 05/0311€ 90% CONSTRUCTION ENG 08/03116 INTERNAL UPDATE r w --- I J_ PRELIMINARY NOTFOR CONST RUCTION 1 .... 1S /., V•OLATl:)I\ o::-L/1\\' :::oR AN" PEKSON UN LESS 'Hl Y .::.RE AC .... lr-.C UNOEe< TriE O'RECTiON 0~ ,'l. LICENSED PROC:ESSIO".AL E O,,,Gl".EE:.::. TO Al F~ R THIS CXX::U'v!ENT S ITE ID : 9WA X0 0031 1A N EAREST ADDRE SS / SP EC IFIC A DD N E 3R D ST & J EFF ERSON AV E NE (N ) STEEL UTILITY POLE SHEET TITL E TRAF FIC CON TR OL P LAN SHEET NUMBER TC-1 rt I ______ __.-- _/-:-' .--·/ ~/ ~..,.-.::::.-::.:::: ----- / l ;F 1 TREE -YP (El CURB & GJ-TER TYP -:---------· " -~~· ' -:"'. -; ·" !, a: /.,/..:.... "J ~ • ....__ / ... ENLARGED SITE PLAN J -.. __ _ --------------.,.-----------:NJ "OV\'ER "0 C TO .c -fl~~ •• ~ ~";r ,----' . ~-1 ...... ___ _ <: ?!J~.:.7 --- ~;;" ~')~ ~;--~~-!.---.. .,.~ ~~---- ·~-: tr------ ... _ ~ --·----· MAl'>j POWER SOURCE PE NDING I.JC ----(N l UND•RGROUND "'OWER ----- ~ \E ) BUSH TYP IE) s-REET UGt-,T 40 '0 AT GRADE --,N) 170 ,0" UTIL TY P::lLE A'>jD EQUIP \1 ENT _,- ,A_2/ 31 -o· C ~ ,/' -----------44 -0 --660' A '-h:?- ;.-..1--- --------------- ' iE) GRASS TYP (E) CONCRETE SIDE:WALK TYP W-~ :i"4 ~:'.!6' SC.Alt J.t'.t • " -C ,.._~ ~(.A..(: ~.:. •" C ~ -4 ;; C (i_ I I- (J) 0 Cl::'. CV) w z / (i_ J2 t. ;g c> ·.it." ' ··*- ~-·,:, ., l , .. " I I- (J) 1 0 a:: CV) LU z ;N) UNDERGROJND POWER .... -: -(El STREE T (i_ \E! CURB & GUTTER TYP (E) OVERHEAD POWER DIS-R BL TIO'- t "","7"" - ' I I ! i: :, ¢ ~ I J •, . , 6 ~ ~ I ,, rt ,-• (f :e ,·· ·.~ ··:-·_....:-::..-~- , •. / LIGHT &.\ ' .,.V'. W1"1. ' ·t~ ,El CONCRE-E SIDEWALK TYP t i_,..:---·· --. ------!.. ~ < • / ,,, C. >' 4' ' . .. 40 '121 AT GRADE . . --~--_'.--<-_ i . · A-2 ~i---.______ . N 120'-0" u-1uTY POLE ' , • , -·---~~D EO JIPMENT . ,- (El DRVEWAY - ( _A 2 1 44'-0' --/ 0 (E i LTIL,TY POLE --- -,.... ........ 11•-c·· 55·.o· - / -67 .c· --- / 31 ·C' 31.0· 0 io ~ (EISRASS ------TY? ,...-:- ___ ) ~li ' (i_ f / ------I I. ,. ; oe,>ssff,C / SIG'!~-·yp - J ·. ~ ,. I / I • r • I '\- •e o· ' !;.-~ .. ,':--ti-.-.,,__ D ' --....,: 1,-- ~. j --~ --+,----;-r,' ' ) ~ --f --'--{ ,,·:.: (i_ ..J 0.. ABBREVIATIONS A... A T~~\AF c u~~:-,1 AO, AA :'>V: :iRA.")~ ~~, -.=>... ~55,-s~s =>',l:~LL 'l.v •.,~~ ,~ A.\\''."y ),v-::u::., M~~ :"".A r,,") 3::'.>lT O~~ r O CH<TER ~F (i CENTER Li ",IE C.Fi CL~A RA",!CE 0C C,1FiECTC.,;FiFiENt C i.; t. Oi>a..E -EP l E" s··,c. tee FE:::ERA.l co•.A·.~u·~ C.A .. ,CNS. C o,.•11.•,~o; o, ::;ps C l08As. l'QS1TIC NIJ1.V ~EN SCR C.RD GHOUM) ~T -A".ru:)l f'IS r'()i..fl.l.;~ ,~ ~:--t,c-,1·u::::r ,,., '" "· 0~1- 0 •IP ,,,_ 11cc f"\Y.: F'~C ~AG ., •c 5,., •.•A•1V ,J\I • . .u .. ,uu, ''" O'-.tEI.' t,(AC TEL CC 0',1ER 1-'EA(' PO\'\'ER Pl{OfUrv •. t.£ PQ11\ I (.;I COl\l\(C I t.i I' :~l,'•,'l JI POL"\, J\"l CH.Oh Ll J;.,lfll.'t r.,1.r;,(": rl.l CllFNC't' !:·ci;,v c~,11" ~fv,.tr. r11JI\. (i_ JEFFERSON AVE NE ~ E:C , ........ ·c.. H . LPEF'J 1-.H, t-EFtV(;f l.J\H(. t-1(.1• H:f. f.l~I:;, "At. f l\nt,;r,,; (.(Ali;<.. yt r,.,..C:n>~, c, ,,., 1W.AT£fi lo.[SIS1Afl." NCTE Ex1s-1NG M .E POST DOES NOT EXISI MTHIN TH •S VICINITY SITE PLAN ,,.~..,., lY' l C -· .GI" ~ r..p1(':A1 TCF er M\4"',-~C [M !'=~1C',1!". •. I\CEPC:FC'-"·C P('f/'/fFi v,CEf:'J'.IF TEPS ;._A.f(:Fi,U' RH ,._C. '.;RAWI\GS ARE CIAGRAM MAT'C ANC NOT FOR C CNSTRUCTICN AND COMFLETED WTl"OUT H ·E BENEFIT CF A CIV. SURV:Y (BY OTHERS. A.L '.;IMENSIONS '-OTES AND EXI ST ING CONCITIONS AR E ESTIMA -cc l"CLlJOING PROPER-Y .INES ,nL TY CO'<NECT ONS ROL Tl ~G AN :J EASEMEWS · 10 Sc FIE LD VERIFIED PRIOR TO CONS-Ru c-10N [ti"\]' ~" ,.:it. SCALE Y.:l . c- ~~ ,·;-~(A1..f ·.,r.4 • ~ ~ f: ..: t: .11 nxltilit~ 51-E ACQU ISITION A&E SERV 1:;ES DR AWN BY SASCO DA-E 0510312016 REV DA-E DES CRIPTION 3Y 0 OS/C3J16 19()'1, CONSTRUCT ,QN I Et-.G Q81C:,,10 IN l t.HNAL Ul-'DA TE I TVV 1---1- I--<>----I I--- e- PRELIMINARY NOT FOR CONSTRUCTION T SAVICLJ,T O~·:F ...A'l'IFO.:.. ,'l 'J~ PERsn, U\.LESS THE 1 A~L ~(' T 1',,3 Ll",CI f.t • NI O,N~VIUN Of A LICENS ED P-=iOrESS1C,NA1. ENG NEER -c f•L. TEP ri,,g ~:OCl-f1Jf r,..1 SITE ID: 9WAX00031 1A N EAR EST ADD RE SS I SPECIFI C ADD NE 3RD ST & JEFFERSON AVE NE (N ) STE EL UTILI TY POLE SHEET TI TLE SITE PLAN SHEET-NUMBER A-1 BILL :)F MATERIAcS C>1ART DESCR Pl ION ICABL[ LN D1 M_E_N_S_I_O_N_S_H_x_W_x_D_I_Wf::_ GHT ----· ·1-----L J I ' I ----.j ---' r-~ I --J I ~ -j - - -I :- 1 I I I I -- --+----------- I MAKE_ RE:ADY NOTES MAKE READY NOTES T-----:-~-:~ ;-·;.AlF fi.T!-3 I :i.·.-rc.,.1..c. "'~ !Ni 3·--0 · LIGWI>. '-G ROD - ,Ni GEIITE-< ANTENNA :;At-.'STER ------- "'"" ·, ( :, r !_ ... d -C LA:> SPUC:' ---- OVERALL HEIGHT W/ APPUlrENANCES .... 123 o· AGc ___ l()P OF ~I UTI.ITY POLC JL 120-0" AGL .• TOP OF S TFFL _. 110'-2' AGL '-' T::>P OF CAN STER /lljf 10,:-2' AGL "LANGE CONNECT ION ELEVATIO'I #" 84-2' AGL - SPLICE hcVAllON ~, 6"-C· AGC •• SPLCE ELEVAT,0"1 • 6C o· AGL , i ~ ---TOP OF RESERVED SPACE_<111 . RES:'RVED =oR oor1MUMC1PAL I ~ ·· · se·-o· AGL 'J/f USE Pi.,BLIC SA=ETY CAMERAS ~ - ANTENNAS w=-1 1 4 s · LA:> SPL :::: 20'-6' FOJNDATIO"I --- l I t ~ u._ m . t f I f -.:; I ~ I'. .,__ BOTTOM Q< RESERV~~ ~~;g~ ... S"LICE ;_~V:T~~~ •_,, SPLICE E!;~V,'.'T)<?_~ ... _______ _,BASE OF UTIL•TY POLE • ()".9· AGL . " C 'IISHED GRADE I c-c· AGc ~ BOTTO\/< OF STE E • .L. ,2C~--c·_s_E_L~o~..,,~.,~.,.,s ... GR1-ce · , (N) 3·.o LIGHTNING ROD --• ._ (l>.i GEMTEK ANTEN'IA CANISTER ---~ 4 -C LAP SPLICE RESERv .. o 0 0R DOT/IJUNICIPA. vSE PUBLIC SA"ETY CAME-'IAS - Ar-.TENl>.AS WF 4 -6 LA" SPc1::;:: 20'-6' FOUN:ATION .. ___ _ NEW EAST ELEVATION ,14 , •fS ~CALE 11' ~ -C ";<:u.1..r , t .. -c-........ , r • · c J 2 1 NEW NORTH ELEVATION ~AL~_t'E·G;sJ WIAPPJRTEr-.ANCE_~ ~· 123·-0· AGL . f' --- "" J ) .n. M -~= b TOP QI' (t..l UTILITY P::JLE '!», 120' 0' AGL TOP or STEEL 6 , 110·~ T_OP OF CA'IISTER (111., 1)4'-2' AGL ,.Jcl.= _____ _ FLA'IGE CONNECTION E;~;T1~~ ... j t. ~ SPLICE E~v;T~~~.., --S"UCE E~v;TA~~ l'I, TOP or RESERVED SPACE.~ 58'0 'AGL ? BOTTOM OF Rl'SERV~~--~~:g~..., --------SPL ::;c: E~~A_-~~~ .... SP.ICE Ei;~V_:'T l<?_'I ._ i I I t I I I h - '0: L . -=--=-BASE OF UTILl~-:9p~~~ ~ n £1N'SHED GRADE ~ ~ --O'-C"AG. l. ;, I· ' F -,. ~ !:_. l; ~ ; I °'.__j BCTTOI/ OF STEEL L . ---,-2-C_O ___ B_E~L~O~W-F r.. SI-< GRADE ' -' I AC-LAL FIELD CONOITICNS MAY VARY FROM W'1AT I ·s S>iCW'I HER EIN CCNTRAC-OR TO~ c LC VER ·FY PR IOR TO CONSTRUCTION l ;.:l;;,r !C,c...t IE:= C )·t ~(.A._1;. ·r~-• ( ,._._._._ F r " ; " .l 1 lniClbilitie SITE ACQU ISITION '"'1 A&E SERV:CES :)RAWN BY SASCO DATE 05/03/2016 REV! DATE DESCRIPTION BY ~ 05/03/16 l 90%C0'1STRUCTIONIE 'IG OC/03116 INTERNAL UPDATE ~ , __ ..___._ --+-- 1---+---I- ~ PRELIMINARY NOT FOR CONSTRUCTION • •S A VlCtA ·ic~~ .Jf tJ.o/• FCR A f.{'I ::eRS:>'\ ..if'..l .. ESS Tr-E¥ A~f AC''" '~'3 _t>.::l ~ 'H[ )HU CTIO"I. Ct /. d:'.:E'\SEC PROFfSS-tNAL ENG 1NEER ro I\L CR r ... 1s DOC .... ME'\I SITE ID: 9WA X00031 1A NEAREST ADDRESS I SPECIFIC ADO NE 3RD ST & JEFFERSON AVE NE (N) STEEL UTILITY POLE SHEET TITLE NORTH & EAST E LE VATIONS SHEET NUM BER A-2 NOT USED NOT USED NOT USED ~-S-CALE--,--l ~10 NOT USED SCALE NTS I SCALE ,-NT S 11 ! NOT USE_D ___ _ 12 NOT USED t SCALE 1 'lT S 71 NOT USED -, ' ;, ' ie I n case of e mergency cont act: EMAIL : NOC@MOBILIT IE .COM PHONE : (877) 244 · 7889 SITE ID : _____ _ OWNER / OP ERATOR NOTE: ; STE ID LABEL TO BE AFFIXED WITH TZeS241 LABEL 'lG TAPE :)R E:)L,,VO.LE'lT BLACK ON WHl"E LABELING TAPE OF Al LtAST 1Smm WIDTH WITH EXTRI\-STRENGTH I\D-iESIVE USE A\/Y COMPATIBLE P-TOUCH LABEL MAKER TEXT SHOULD BE PRINTED IN ALL CAPS WITH A MINIMUM HE IGHT or 1/2" I s"c:~E ~ EMERGENCY CONTACT SIGN-; ~c;~E j 1 I ANTENNA SIGNAGE: . . NOTICE (<-i>) Sta y Back Radio-frequency energy may exceed exposure limits If questions contact 'aal fy owner O'l WOOD POLES S1GN ON ALJMINUM WTH SS SCR:WTO THE POL:: O'l METAL "OLES· A::JHFS VE V I\YL O'! P.ACARD ST'!A"PED V>1TH SS TIES O'l CONC'!E-E /_C0"1POS TE • PLACARD STR"-PP=.D WIH· SS TIES SIGN PLACEMENT: AFFIX TO THE s-RJCTLJRE 3-4 BELOW THE COMMERC l,0.L 'IF A'ITor>.'IA(S) SIZE A "PROX s· x s s· =1 scALE • a · NOT usED -~-SCALE j s · ANTENNA s1GNAGE ~ I 'ITS 2 SCKE N -S ·9 NOT USED 2 CALE _. 6 I\ TS NOT USED SCALE NlS •3 ·1·1· ia:DI I SITE ACQ UISITION 4.&E SERVICES DRAWN BY I SASC0 DATE I 05/03/2016 REV I OA-E I OESCR1 DT10'l I BY H -CS/C3/16 190% CONSTRUCTION IE~ 08/C3Jl6 INTERNAL UPDATE -w PRELIM INARY NOT FOR CONSTRUCTION "SI.\'•.~ ,,;jj ,J.,,=CRI..\YPEi:,SCt..i u,1..ess 9 HEY AR~ ACf ,'.G ..... M)tR ft-( D 1fU C !ION OF A L ,CENSED PROFESS10"-Ai ENC,'\EE'i ~c Al TE:. iHIS DOC '-"EN. S IT E ID: 9WA X0003 1 1A NEAREST ADDRESS I SPECIF IC ADD NE 3RD ST & JEFFERSON AVE NE (N) STEEL UTILITY POL E SHEET TITLE EQU IPMENT DETA ILS SHEET NUMB ER D-1 POLE INFORMATION SITE NAME NSTALLAT IO>J -vpE POL:: HE IGHl LAT 1 LOP\IG t i'<) ATTACHMENT HEIGHT INSTALLATION TYPE RECORD POLE O WNER RECORD POLE 10 NUMSE:R RECORD POLE D,AMETER DESCR B[ AC POC ON (E:) POLE POWER PROVIDER LEl'<GTH OF t N1 POWFR P::lC 'lEQJIREO TO BR l'<G POWER POC TO SI TE .A-I _Ot.G OF POWER P0C VI SIBLE •MRED BACKHAUL O PT ON SPEC Al SITE NOTES r- 1 I (E l POWER POC _____J _,,./ -11 2 AWG STRANDED COPPER 1N ,GROLJNIJ ONE-LINE DIAGRAM ' 9WAX:l<l0311 /, (N) STEE L Ull1 ITY PO"E a o· 4 7 481263 122 • snoa TBD ,:N) S !EEL UTIL TY POLE TSO 40'0ATGRADE UNDERGROUND -so 180 -so TBD NIA. ----- ] __ ' I \ -) -· / _.; CN1 ?08V SJ PPL Y ~~-c"l i W~T~R -----(N) \~RING ANO CONJUIT PER EOUIP\IE"IT W-A 'IJ :J -=-A.Cl J RER .._____, s;,ec;, ::;ATO"IS ----("IJPPC ·- / -~- 9 " 'Z :ii ----------------- ~--- }----· -· f~~}';" - if.~~(?, ---,'-, ~-;--:r.-. •4 '"·i 'I, .:f-i;;'.;·~2 ~f ~~' ··I{ f ·-# '::; .... _. '.t. .., ) -.. ··-'t~ -,: •·~ ... t, ~·,,.,,..'(·· .. _ ~,..-.-r, -· . r- ------ -_ ..... --- r _.--- .... ----· ---- • (N )POWCRPOC TOMAN POwtR SOURCf P~"ID l'<G JC (El GRASS TYP 1E) CO'sCRETE S DEWAL~ ryp -------------~----- -----:.~ .EI CURB&GUTTER ------..,,... TYP / .,.. ---------------1E1 -REE TYP . ----.... _ .... ------------- ,.. .,,. -· ---,fl BUSH TYP .-1E : STREET LIGH - -~-------------------------------------- (/',1 Ul'<)EqGROUt.0 POW!cR .N l 1 W -0' UTILITY POLE AND [OUIPMENT ------.. -- __________ ... --,----------~- - v----~------~ @ ___ ,-- . . . .._ _____ -... ·--... __ _ ---------_.__ __ ... __ -- -<C rl Al GRAD E I- C/) 0 a:: (") Lil z '-T I l --(N , MICROWAVE FQUIPMEI'>- L ~ :~; ~;; 12 I PRELIMINARY UTILITY PLAN I ~ 2 • C' • ,:< ~c ..... r .·i,F' .c ,·; ~,. .. L ~ l. • ·-e ,11 111.abilitie SITE ACQUISITION A &E SERVICES DRAWi'< BY SASCO DATE 051~3/20 15 REV I DATE :>ESCRIPTIO'-BY C C5/0311E 00% CONSTRUCTION I ENG C8I03116 INTERNAL UPDATE • W - I---t- n- PRELIMINARY NOT FOR CONSTRUCTION f ,s /4 -.,1cL.A -Ct, OF ,_Al/., ~C R A',.'t PFQ~ .~. ,Jt~· f ss r..,E, A;;E ACT ... c ... N:·ER r -e OIREC TIO". e r /, _IC("',iGE:::: PRor I 'i.!;:r'o!\,AI E Nc;tN ~E:.P ·c; .A. 'IR Ti-IS DOC..JMi:iJT S ITE 10 : 9WAX000311A NEAREST ADDRESS I SPE CIFIC ADD NE 3RD ST & JEFFERSON AVE NE (N ) STEEL UTI LI TY POL E SHEET TITLE E LECTRICA L PLAN S HEET NUMBER E-1 G-.:,,G:L, I I I I ...J w w I- (/) Cl'.'. w ~ 0 I- l I I I I I l I ~·-~,, / .... , ) •3 • \ __ j / ·, i M~'w ) \_:'_j [I] Ti T -a-, rt· ·~ l l j__ 'g rt' r. i, lt l ~ 1' rt" ti Li L l I \f":"t.~\JA.. C:A.31'•=~ ,1 L_J ... I: - ~ l 'N.ER,Al I C.\81"-.{ ,. I I - I I I ,<~W •:;c ',/!·::_.;,, "'-. ) . ~33 #5 . !. GB fJ4 .. ! ~ e-e •J ,.P J . .. .. GB., : ('~,~-\ \ "2 ,' '--.....-j /---\ I WI '1 \ "4 I -./ ... ~, ~ . ., ' ... ~-'~[] l....-1~ •I I •1 '• ;l ~L .· ,.... l ':l ~ c..:__ ....'..J ' l =~··,,,,:.,,,;i,,:~~~"''"""""'"""L""'~===""'"'""'"'"·"'"·"'" PCVVE~ PC C .. ; I " f II GRO, r,..:r 1.;c1 :~ 'I I !' y I GROUNDING SCHEMATIC I I , ·~ 6'-0'" #2 TINNED GROUND WlRE 3' GROUND ROD CADWE LD CONNECTION BELOW GRADE 8 -)" 6'0 " , " POL E • P LA N 8'-0' , ----~~--- \~ PO LE EXIST NG G R ADE .... C/ ,., ' #2 TINNED GROUND 'MRE b "' ' / 8 GROUND ROD CADWLD CONNECTION BLOW GRADE ' ELEVAT ION GROUND CONNECTION DETAIL NOTES ALL GROUNDS SHALL BE #2AWG STRANDED COPPER GREEN I NSULATED WlRE UNLESS OTHERV,,SE SPECIFIED OR REQUIRED BY MANUFACTURER OR LOCAL ORD INANCE , ·~ , ' ~~, 6'-0 #2 TINNED GROU ND WlR E 9' GROUND ROO CADWEI.D CONNECTION BE LOW GRADE 8 -)' #2 TINNED GROUNCWRE 9 ' GROUND ROD CADWE LD CO'-.JNECH:)N BE LOW GRADE '~ , ~· --~ / ' "'-,/., . ~ '1 ',,.. '~ n Ii!'.,,, ,l .. .' i .1., LSCALE~-1 J N T S l 2 All EXPOSED MECHANICAL GROUND CONNECTIONS •M L L BE MAD E USING 2-HOLE LUGS OR OEM-PRESCRIBED rAROWARE TYPE SS TYPE TA TYPE VB ! .. ' ! .~, IYPf PH 3 ALL CONt-.ECTIONS SHAL, Be MADE WlTh A PROTECTIVE COATI NG OF At-. AWi-OXiDE COMPOUND KNOWN AS "NO-OX IDEA" BY OEAR60RNE C rlE\11CALCO 4 FOR GROUNDING TC TOWER STEEL INSERT A CADM IUM FLAT WASHER 6ET\'iEEN LUG AND S TEEL COATING ALL SURF-ACES v'HH "NC-OXIDE A" COMPOUND 6EFORE MA rlNG 5 ALL IN-EART.-1 GRCuNO CONNECT IONS WLL BE MACE US ING EXCT rlERMIC BONDS OR'CADWELCS" 6 CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE 1Q OHMS MAXIMUM PROVID E SUPPLEMENTAL GROUNDING ROOS AS REQUIRED (@ 8-C CC ) TO ACHIEVE SPECIF i'D OhMS READING GROUNDING A ND O THER OPTIONAL -f ST ING 'MLL 9E 'MT°"ESSED BY THE APPLICANT REPRESENTA-IVE TYPE GR ·Sp £."':;, TY?E NC ' 'I rvc :: 1-'A .y )(v~ '/ /t~· ·ypE RR ,q. TYPE LJ ,, TYPE PG -:_. -~:: <:# -vpE PC r~- '' '. TY PE G T • ,t ,"-, -yp ~ GR ~Cit, ,;; •.'"$ 0 ~~ TYPE VS TYPE NX 1 TYPE ND c . . --. . ._, ('.::} TY PE GY ·:;. ,,, ,, <) '' ,, TY PE XA 'r,, '• TY P[ GL LUG r ::,~ :~:'.: :~: T4 , GROUNDING NOTES ~3 I ~TS1 CAD WELD DETAIL K-N-1 2 1nol>ilitie SITE ACQUI SITION A&E SERVICE S DRAWN BY SASCO DATE 05103/2016 REV\ DATE DESCRIPTION B Y I O I C5/03/1E 90% CONSTRUCTION ENG 111 0810 311G INTERNAL UPDATE TW ------- I-- L._t-__J_ -----+---< I---+-----+--I-- -I---- PRELIMINARY NOT FOR CONSTRUCTION !9 SA VlC l A TJCN OF ..AW FO :.: Af\ V PERSON U'\L'E.SS T,....E.,.. ARE AC ! Nr, lJ l\;'.:ER 1-E D•RE.:-:T1 0l\o C f/. :.JCENSED :>i:.QHSSIO".A, ENG NEER :o /,,_, 9 ER TI<IS '..)0(.;,.MfN..,. SITE ID: 9WAX000311A ~ NEAREST ADDRESS / SPECI FIC ADD NE 3RD ST & JEF FERSON AVE. N E (NJ STEEL UTILITY POLE SHEE T TITLE GROUNDING PLAN SHEET NUMBER G-1 ~_I -- t:P I I r, :_; ~) I , . I -:,. fl ':>- z.:, I 1-.. =,- =c.J' '-' I . ,, _._,z -I J) J ,, I I . rl I 1_:~1c1e\2 I -I " I ~ -,( . I I • I r I I I I I I I I I I-' : 11 -- I I I I I I ! ~ ..., I ••• .c I " _; • · C. I l ::l " ~ I _ 0; I _, I j :--I '< I I ' "'"' <l'. j I I I I I I -----I ! I r I I I ~IC, IC i/'I .... 0 ... ~~ ~~ i ~ ~ I I :: C "":. ,.,._ I I I ,.. ,.; -, I J' I I I I --: -;-I --I ~ fr. ( \~ if L.... .. Li.... I~ 7 " i :7: I --" • ;::-<e :. ~· ~,t ,, :; , "I ~ -,o l.... ~ ~ ..... i: u:i i3 1;: ~·~ c. F <·-~ti ...... (_~ ""i ~,; C I -Ct 1\• "-. ~ ~ 1 ~ ~: _& ~ u: POLE ELEVATION !'113'-0 LIG'iT.1'.G R OD N ) GEMTEe< ANTENNA c:A'I STER --- ..., -----.. __ j ) .g. " ~ OVER>iAJL r EIGt-'T Ni A"PURTE'IA\JCES • ~ -123 o· AGL ::-, TOP 0~ UTILITY POLE ,,,J- 120'-0' AGL "'), TOP O F STEEL ~ I 10 -2' AGL TOP OF CANIS [ER ,,,J- 104'-2' AGL '), Jl _ CLANGE CONNECTION E1;;:V_:'.T;~~ ~ 4 -0 LAP SPUCE RESERVED FOR oo-1M u NICIPAl u SE PUBL C SAF:cTY CAMERAS ANTEN'IAS VV\FI -I ! 'u ---- SPLICE E~~v;T~~~ ,",/ SDalCE E.EVAT0_1' .C... 60 o· AGL I"' __ TQP OF RESE '<VED_Sf'ACE ,,;._ 58 '-0" AGL ..... ______ B~O~[TOM OF RESERV~~ -~~{g~ -·------ < .;;· LAP S "LICE -- ~ BASE OF UT ILITY POLE c· 9' AGL _ .. F .NISrE:::G~ '. c·-0· AGL 2C 6" FCUNDATICN ----.... ~ I ~u; ~ E I ~ • ~ I t --; I I f( I r~ El SP_ICE E~:vc~T~~~ ~ -S"LICE E~~v:.T.~r-. .. ;.\ '< A 'i 1V .,.,...----. " S,,-[~C I I \ >J( ~·f 'l ·::.. F .:. ~r--t-' 'C"C ~E C · ~ r· ff , t-." cr~c 9C M~ ... WI".[. ____ 30TTOM O• STEE L tf ::CO .c· BEcC'A F 1'.ISt-< G'<ACE • I GRADE -f-Fy AS7, 5c -:ic ,s , :.. 7 (, ~, .... s1 ---- TOWER DES 1:::;r,. NOTES POLE IS DES,GNE D FOR EXPOSURI-C TO THE TIA 222 G s -ANDARO ALL WIND SPEEDS ARE BASED ON 3 SECOND GUSTS TOWl:-R IS DE SIGNED FOR A 90 MPH BASIC WNO IN ACCORD'11'.CE WI-H TIA-222-G STANDARD TOWER IS ALSO DESIGl>.ED FOR A 30 MPH BAS ,C WIND WTH O 75 IN ICE ICE IS CONS IDERED TO INCREASE l H ICKN ESS WITrl HEIGH- DEF .ECTIO"IS ARE BASE) UPON A 60 MPH WINO 6 TOWER STIWCTURE CLASS 11 FOUNDATION O'MENSIO"IS JETERM NED USING 'IORMAL SOILS SITE SPECIFIC GEOTECH REOUIR[D FOR F11'A L DESIG"I POLE MAWFACTURE'< N OTE S I -1-ERM.\L STCIOY S'iA LL BE PERFOR MED BY THE POcE '-'A'IUFA '.:-URER TO DE-ERMINE ,F T>iE PROPOSED EQUIPMENT NS DE PQLE IS B E NG ADEQUATELY COOLE) / HEATED AND PROVIDE A '.:U PJIAT E CONTROL SYSTEM AS NECESSARY BY DESIGN 2 TOWER MANUFACTURER SHALL E"ISURE -HE TOWER IS NI-. TE RPROOF SO THAT T-iE I\ TE R IOR COPPONENTS OF TH E TOWER ARE NOT ADVERSELY AF•ECTED BY THE EXTERIOR ELE MENTS 3 TO.,,'ER ANALYSIS CAI.GULA TIO'IS A1'.;) -HERMAL S TL,O V S'iA.L BE PROVIDED TO Tt-<E E1'.G -1'.EER OF RECORD WITH TrlE POLE SU B~lrAL PACKAGE PCLE SHAFT Af>.0 A LL PORT RIM STEEL TO BE 65 KSI ALL OT..,ER PLATE TO BE 50 -<SI M A TE R IAL S T RENGT H Fu I G RAD E Fy F u t:5 k~1 t.; ' .. t5 t:5 K ':,1 e(. ... s, --~ ~ :e .. ,; I ---- :_(_ f ,•/: ''• • ( .4;.t.. r C:"~CFF=-1C•,. TZ'=r:,~r-;..._ -it(J..CL 1 ,n,·.\·1c.r.~ (H i,:\.V i,: l wrn::11r -----~-i-(,f~Tf~ NJTcnf,fa (/,\'.ilr~ I ,-r· ~.. . ''E", .S..:"~ (;~.3 L ES .:; \~1(:":CVJ.A VE: S5 -. A".TE•,:-jt. Cl -.-1 ~:-" >c ~("<l r ,_ -~ilH! "!Th.. ·c : -/ E , ·:.1·, ;.~ .. ?~CC ~A-7 j;FlJ 99 C" • .::~" > 1C" >c f" :,;:. .. ::s ,:;---t----CG,C "~->I ' T>c I C .,--,-.. --,---·-c . " l f ;::-;, • 71-._ ... C VI 2 :.,_ -.r: ;J, C t /I, ·.J ):' 't 1~ eCCV1-4z==-._ I s~·-2 "---1,. .. -~-.--;-:;-)ic.4 ·· :; ~ (;(; cc:S GC LES I ' . ---cE'.: I -!:CC M-z c _ -~:; T ~. ,·_.:.:_"_:. --:-c .... , 4 f.!;' x .: t'" I U LE5 CCC \~,:-z c;:._ { ~~(' c·· ~, ir'" >. ·,· ~ 1:. ,;·· =.3 U3S ·gee 1,tc-z RPI_' I t'C _L .• -!-I X le''> ',l' I ff '£,S ' ,J 1 1 .:4,-.£ !S,L ... l f 'If. • .(' .. sc,. .. c ···t: ,~ 9™ ti e :.t c SITE ACO \.J IS TION A&:c SERVICES DRAWN BY SASCO DATE 05/03/201 6 REV I DATE DESCRI P TION BV £ I 051031 '6 90% CO~STRUCTIO~ I EN_(,_ 1 08/03/'6 INTERNAL UPDATE ~ '----I-,- I --- --,- l=t= PRELIMINARY NOT FOR CONSTRUCTION • •SA VtO\..ATiO ... C~ LAWF::R .:.f'~>t p; ~S<.'N ,P\i . l S::i .. r<E Y ARE ,o,c··NG l.'\O:R iHE O·~E:.CT ON c,;:,. L CENc;En p1;1on SSIONA. F-\.(;I",,( E G' re ~ !LR ·i-, 5 DOCUVENT S ITE ID: 9WAX000311 A NEAREST ADDRESS / SPE CI FIC ADD NE 3RD ST & JEFFERSON AVE NE (N ) STEE L UTI LI TY POLE SHEE-T TI TLE STR UCTURAL DE TA ILS SHEET NUMBER S-1 VICINITY MAP DATE : 07 .25.16 Photo Simulation By : Tangent S Y STE MS 42L:.-262 4157 I t ang e ntsystems.co MOBILITIE, LLC PHOTO SIMULATION FOR NEW SMALL CELL SITE LOCATED AT: NE 3RD ST & JEFFERSON AVE NE I RENTON CITY, WA 98056 SITE ID: 9WAX000311A ©Z016Google PREVIEW Photo Simulation This photograph ic simulation is intended as a visua l representation on ly and is not to be used for cons t ruc ti on purposes. Accuracy of photo simulation is ba sed on information prov ided by project app licant. SITE DESCRIPTION : NEW SMALL CELL SITE W ITHIN EXISTING RIGHT OF WAY 1·---::.. --.--_-_--~~ ---~ ---·--_-_-_---~:_-.: _-;.. VIEWS: 4 SHEET INDEX SHEET 2 : VIEW 1 SHEET 3: VIEW 2 SHEET 4 : VIEW 3 SHEET 5: VIEW 4 MOBILITIE, LLC SHEET: 1 / 5 Site ID: 9WAX000311A POLE TYPE: NEW STEEL UTILITY POLE NE 3RD ST & JEFFERSON AVE NE RENTON CITY, WA 98056 PROPOSED EQUIPMENT ON ----NEW STEEL UTILITY POLE r-~-----·-~---------------------------, == -~ ---=~-= =I ' -==---~-----~ 1 ,, -,,__.. :.:z.=; -------- DATE : 07 .25.16 Photo Simulation By: Tangent SYSTEMS 424-262-4167 i tange rtsysterns.co --- --~ __ , -'.----. ..-- ----~ --------1 P ROPOSED VIEW V I EW 1 -LOO KING NORTH EAST FR OM N E 3 RD ST Photo Simulation This photographic simulation is intended as a visual representation only and is not to be used for construction purposes . Accuracy of pho to simu lation is based on information provid ed by project app licant. MOB ILITIE, LLC -·----... -~~-· --~'·'."' ..---------·--·- SHEET : 2 / 5 Site ID: 9WAX000311A POLE TYPE: NEW STEEL UTILITY POLE N E 3RD ST & JEFFERSON AVE NE RENTON CITY, WA 98056 / z Ow I-...J zO w 0.. ~ >- 0.. 1- -...J :::> -01-w :::> 0 ...J wW Cf) w 0 l-o.. Cf) 0 s: 0::: w 0.. z \ /; I ;I I ,,; I I I I I I ' I !I I 1/ II/ I I // I I I I I I I I I I I I I I I I I I //1 / I I I I I I I I I I I / I// I I / I I I I ·' I i ' I I I I I I :/ I I / 1;·1 I I I / ,1 I /I I I I I //1 I ; I // I / 1 I // ff I I l/ ill f I .fl /' //! II I ', I I I I / I / I I I I / / / / I I I I I I I I l/1/ I I I I I I I/ I I I I I I I / I// I I I I I 'I I I // I I ii t I/ I II I I ~I I I// I 17 I i, !// ;!/ I / I / / / / / / I/ I ~ / I I I I 7 I vi I /! ;J 1 ;; I "' ........ "' i:,: w w X "' :I t;; w C -C::: > l'l'l Q w ~ 2 0 :\? ~ ~ C: u.. C. I- VI w ~ C, 2 i2 0 0 ...J ' N ~ UJ > <D .,; "! ,-. 0 ui ~ 0 cc ~ ~~ "9 >-CW) I- 0 ::::! 0~ 0 ...J ~~ :C ~ a, ~ .. . . Q~ -~ Cl) w ., ...J ·-0 tn 0.. w z w ~ z (.D 0 L{) Cf)O a::: co w en u.. <( u.. s: w . , >- oe:s I- I-u cnz oo a::: I- C") z WW z a::: .... U) 0 2 (.) [/) c ~ E Q.) ti Q)~ >, fl L <I) (J) m C >, !!l CD C r--0 C l!) ~ ' '1 ::i ' E ~ (\J U) l!) ';I 0 ·.;J 0 (\J .r. '1 Cl. -----------------------~-·~- ~--------------~-----~~-~-------- ------- PROPOSED EQUIPMENT ON NEW STEEL UTILIT Y POLE --- L - --- ---.. 1=' I I DAT E 07.25.16 VIEW 3 -LOOKING SOUTH FROM NE 3RD ST P hoto S imu lation By : Tangs~r,t! 424-262 4 '67 tangertsystelT's.co Photo Simulation Th is photographic simula tion is in tended as a vi s ua l representa tion only and is not to be used for cons tructio n pu rp oses. Accuracy of photo simulation is based o n info rm ation provid ed by project applicant. MOBILITIE, LLC -·-------------------· -------·- SHEET: 4 / 5 Site ID: 9WAX000311A POLE TYPE : NEW STEEL UTI LI TY POL E NE 3 RD ST & JEFFERSON AV E NE REN TO N CITY. WA 9805 6 EXISTING VIEW DATE: 07 .25 16 Pho to S imulation By: Tangent SYS TEMS 424-262-4' 67 , targentsystems.co --"\ ) PROPOSED EQUIPMENT ON NEW STEEL UTILITY POLE ---- -\ PROPOSED VIEW VIEW 4 -LOOKING SOUTH EAST FROM NE 3RD ST Photo Simulation Th is p hotographi c sim ulat ion is in te nded a s a visua l re p res e ntatio n on ly a nd is not to be used for c o ns truction purp oses . Accuracy of photo si mul a tion is based o n informatio n provided by project applicant. MOBILITIE , LLC SHEET: 5 / 5 Site ID: 9WAX000311A POLE TYPE : NEW STEEL UTILITY POLE NE 3RD ST & JEFFERSON AVE NE RENTON C ITY, WA 98056 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -------Renton 0 ENVIRONMENTAL CHECKLIST Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov PURPOSE OF CHECKLIST: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS: [bm This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining ifthere may be significant adverse impact. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects ofthe proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. 1 https;/ /mobi!itie949-my .share point.cam/persona 1/bnguyen _ mo bi!itle _com/Documents/ J urisdictions/Renta n/Su bmitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 , USE OF CHECKLIST FOR NONPROJECT PROPOSALS: [helQ] For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B even though questions may be answered "does not apply". In addition the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project", "applicant", and "property or site" should be read as "proposal", "proponent", and "affected geographic area" respectively. The lead agency may exclude (for non-projects) questions in Part B -Environmental Elements -that do not contribute meaningfully to the analysis ofthe proposal. For help go to: http://www.ecy.wa.gov/programs/sea/sepa/e-review.html A. BACKGROUND fillili2l 1. Name of proposed project, if applicable: fillili2] Wireless Communications Facility (Site ID: 9WAX000311A) located Near NE 3cd St and Jefferson Ave NE, Renton, WA 98056 2. Name of applicant: fillili2] Brian Nguyen, Permitting Manager, Authorized Owner's Rep and Company Employee 3. Address and phone number of applicant and contact person: fillili2] 2955 Red Hill Ave., Suite 200, Costa Mesa, CA 92627 Mobile: (206) 482-2623; bnguyen@mobilitie.com 4. Date checklist prepared: fillili2] July 27, 2016 5. Agency requesting checklist: fillili2] City of Renton 6. Proposed timing or schedule (including phasing, if applicable): fillili2] 2 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submitta! Docs/9WAX000311A/9WAX000311A_En-vironmentalChecklist_20160727.docx.doc Rev: 08/2015 Planned after securing of all entitlements, roughly January 2017. No phasing of the support structure. Future co-locations of equipment to structure planned. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. ib&)gJ Additional co-location of other wireless device-supporting equipment. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. ib&)gJ Electro Magnetic Emissions (EME) Report, as provided as part of the lead agency's permit process for a CUP. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. ib&)gJ None. 10. List any government approvals or permits that will be needed for your proposal, if known. ib&!m None outside ofthe City's process. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) ib&)gJ The (data) transport utility pole, falling within the definition of a WCF by City zoning code, is proposed to house initially (2) microwave antennas, placed inside a metal canister as depicted 3 https :/ /ma bi lltie949-my .sha repo int .com/ persona 1/bnguyen _ mo bil itie _com/Documents/Ju risdictions/Rento n/Submitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 in the architectural drawings whereby support equipment (like equipment cabinets) is almost entirely housed within the metal pole itself. The WCF is designed to allow future attachments related to the support of wireless devices like smart phones. The project enhances wireless telecommunications, internet connectivity and data download rates and capacity in the vicinity where radio frequency (RF) engineers have determined existing conditions provide inadequate coverage and capacity to area residences and businesses. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. [bg!Q} Southwestern portion of the intersection of NE 3rd St and Jefferson Ave NE in the City of Renton, in public Right of Way, just behind the back of curb of the improved street and the NE corner of a parcel who's land use is an existing commercial storage facility. B. ENVIRONMENTAL ELEMENTS [bg!Q} 1. EARTH a. General description of the site [bg!Q} (check or circle one): Flat, rolling, hilly, steep slopes, mountainous, other~~~~~~ b. What is the steepest slope on the site (approximate percent slope)? [bg!Q} 2-3 degree, nominal slopes. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. [bg!Q} 4 https:/ /mo bilitie949-my .share point.com/persona 1/bnguyen _ mo bil itie _com/Documents/ J urisd ictions/Rento n/Su bmitta I Docs/9WAX000311A/9WAX000311A_Enwonmenta1Checklist_20160727.docx.doc Rev: 08/2015 A soils report will be produced subsequent to city planning approval. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.~ No. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill.~ Reference the structural analysis submitted as part of the City CUP. Removal and re- compaction of soil is limited to pole install. No significant soil removal off-site is expected. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. ~ Nominal. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)?~ 2-4 square feet for pole circumference allowance. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: ~ Restoration of grass and any paving impact. 2. AIR a. What types of emissions to the air would result from the proposal during construction, operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known.~ s https://mobi!itie949-my.sharepoint.com/personal/bnguyen_mobi!itie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 Reference EME report. Emissions prove well below established thresholds. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. !b.©.!Q] No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: !b.©.)Q] None beyond any described in the EME Report. Other than Energy (electricity}, alt be/aw sections are either non-applicable or have been adequately described above. 3. WATER a. Surface Water: !b.©.)Q] 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. !b.©.)Q] Not Applicable. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. !b.©.)Q] Not Applicable. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. !b.©.)Q] Not Applicable. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. !b.©.!Q] Not Applicable. 6 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.~ Not Applicable. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge.~ Not Applicable. b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known.~ Not Applicable. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals.; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve.~ Not Applicable. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe.~ Not Applicable. 7 https://mobilltie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 2) Could waste materials enter ground or surface waters? If so, generally describe. [illtlQl Not Applicable. 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. Not Applicable. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: Not Applicable. 4. PLANTS [illtlQl a. Check the types of vegetation found on the site: [illtlQj __ deciduous tree: alder, maple, aspen, other __ evergreen tree: fir, cedar, pine, other __ shrubs _grass __ pasture __ crop or grain __ orchards, vineyards or other permanent crops. __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: water lily, eelgrass, milfoil, other __ other types of vegetation b. What kind and amount of vegetation will be removed or altered? [illtlQl Not Applicable. c. List threatened and endangered species known to be on or near the site. [illtlQl Not Applicable. 8 https:// mobi I itie949-my .sha repo int.com/persona 1/bnguyen _ mob ilit ie _ com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: !.bitlQj Not Applicable. e. List all noxious weeds and invasive species known to be on or near the site. Not Applicable. 5. ANIMALS a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: !.bitlQj Birds: hawk, heron, eagle, songbirds, other: ___________ _ Mammals: deer, bear, elk, beaver, other: ------------- Fish: bass, salmon, trout, herring, shellfish, other _________ _ b. List any threatened and endangered species known to be on or near the site. !.bitlQ] Not Applicable. c. Is the site part of a migration route? If so, explain. !.bitlQj Not Applicable. d. Proposed measures to preserve or enhance wildlife, if any: !.bitlQ] Not Applicable. e. List any invasive animal species known to be on or near the site. Not Applicable. 9 https ://mob i I it ie94 9-my . s ha re poi nt .com/ pe rso n a 1/b n guye n _ mob i I it ie _com/Doc u me nts/ J u rl s d ictio n s/R ento n/S u bm itta I Oocs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. illfill2l Connection to existing electric utility pole, likely by overhead (versus underground) where ultimate connection method is determined during utility coordination with the local provider at a later stage. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. illfill2l Not Applicable. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 1b.filQ] Not Applicable. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. lb.filQ] Not Applicable. 1) Describe any known or possible contamination at the site from present or past uses. Not Applicable. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. Not Applicable. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. 10 https://mobi!itie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 Not Applicable. 4) Describe special emergency services that might be required. Not Applicable. 5) Proposed measures to reduce or control environmental health hazards, if any: Not Applicable. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? f.!:lstlQ) Not Applicable. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. f.!:lstlQ) Not Applicable. 3) Proposed measures to reduce or control noise impacts, if any: f.!:lstlQ) Not Applicable. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. f.!:lstlQ] Not Applicable. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not 11 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or non-forest use?~ Not Applicable. 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: Not Applicable. c. Describe any structures on the site.~ Not Applicable. d. Will any structures be demolished? If so, what?~ Not Applicable. e. What is the current zoning classification of the site?~ Not Applicable. f. What is the current comprehensive plan designation of the site?~ Not Applicable. g. If applicable, what is the current shoreline master program designation of the site?~ Not Applicable. h. Has any part of the site been classified as a critical area by the city or county? If so, specify.~ Not Applicable. 12 https://mobilitie949-my.sharepoint.com/persona!/bnguyen_mobilitie_com/Documents/Jurisdlctions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 i. Approximately how many people would reside or work in the completed project? J.!N!2l Not Applicable. j. Approximately how many people would the completed project displace? J.!N!2l Not Applicable. k. Proposed measures to avoid or reduce displacement impacts, if any: J.!N!2l Not Applicable. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: J.!N!2l Not Applicable. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: Not Applicable. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. J.!N!2l Not Applicable. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. J.!N!2l Not Applicable. 13 https :// mobi I itie949-my .sha repo int.co m/perso nal/b nguye n _ mob ii itie _com/Documents/ Ju risdictions/Renton/Subm itta J Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 c. Proposed measures to reduce or control housing impacts, if any: lt@lQ] Not Applicable. 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? lt@lQ] Not Applicable. b. What views in the immediate vicinity would be altered or obstructed? lt@lQ] Not Applicable. c. Proposed measures to reduce or control aesthetic impacts, if any: lt@lQ] Not Applicable. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? lt@lQ] Not Applicable. b. Could light or glare from the finished project be a safety hazard or interfere with views? lt@lQ] Not Applicable. c. What existing off-site sources of light or glare may affect your proposal? lt@lQ] Not Applicable. 14 https://mobilitie949-my.sharepoint.com/persona1/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta!Checklist_20160727.docx.dac Rev: 08/2015 d. Proposed measures to reduce or control light and glare impacts, if any:~ Not Applicable. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? ~ Not Applicable. b. Would the proposed project displace any existing recreational uses? If so, describe.~ Not Applicable. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any:~ Not Applicable. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe.~ Not Applicable. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Is there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources.~ Not Applicable. 15 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, G IS data, etc.1.!:l§)Q] Not Applicable. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. Not Applicable. 14. TRANSPORTATION a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any.1.!:l§)Q] Not Applicable. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? 1.!:l§)Q] Not Applicable. c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate? 1.!:l§)Q] Not Applicable. d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). Ib§.!Q} Not Applicable. 16 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Oocuments/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. J.b.tlQl Not Applicable. f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and non-passenger vehicles). What data or transportation models were used to make these estimates? 1llil.!Q] Not Applicable. g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. Not Applicable. h. Proposed measures to reduce or control transportation impacts, if any: 1llil.!Q] Not Applicable. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe.1llil.!Q] Not Applicable. b. Proposed measures to reduce or control direct impacts on public services, if any.~ Not Applicable. 16. UTILITIES a. Check or circle utilities currently available at the site:~ 17 https://mobi!itie949-my.sharepoint.com/personal/bnguyen_mobi!itle_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other ---------------- b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed.~ Not Applicable. SIGNATURE~ The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. --:-,. ~~---· Proponent Signature:_'---__ -_-_"--_-_--~-:._"'_-'-.'-"''/..,·~·· _______________ _ Name of Signee (printed): __ 1_,,,..&=':cc':o':.c_.,._ec ... co·~"-"'.,./"'-"4z,v=V:.s==-..:/ _________ _ Position and Agency/ 0 rga n izati on : -'-A/,-'-'--P-'e=--',,__'-'--'--"' ==-f-r:§<===,,,../~"'-"l'za',"""-=-"''r;'"n=,.J,=b=--:::::_ D S b . d ... ./ / ate u m1tte : _~_:-'-',.-"c'--.::./_/ &"'------ 18 https ://mob i litie949-my .sha repo int .com/ persona 1/bnguyen _ mo bi!itie _ co m/Docu ments/J u risdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: July 7, 2017 To: City Clerk's Office From: Katie Buehl-Morales Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office Project Name: LUA (file) Number: Cross-References: AKA's: Project Manager: Acceptance Date: I Applicant: 1 Owner: Contact: PID Number: ERC Determination: Administrative Decision: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date Appealed to Council: By Whom: Council Decision: Mylar Recording Number: Data Transport U.P. (9WAX000311A) LUA16-000715 Pole (9WAX000311A)N10B,L1,\e SMA-\...-\..... (~L-L,..S Jill Ding 09/29/2016 (Incomplete) Interstate Transport and Broadband, LLC City of Renton Brian Nguyen Pole# 9WAX000311A N/A Date: Appeal Period Ends: N/A Date: Aooeal Period Ends: No public hearing due to incomplete application Date: Aeeeal Period Ends: Date: Project Description: Installation of around 35 "small cell" telecommunications antennas at various locations throughout the City within right of way. Location: Near NE 3rd Street and Jefferson Ave NE Comments: N/A ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of Non-Significance-Mitigated; DS -Determination of Significance. ,, I i I ii! I J; I I I I ! Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator April 13, 2017 Brian Nguyen NRE Permitting Manager Mobilitie, LLC 2955 Red Hill Ave, Suite 200 Costa Mesa, CA 92627 Via email: BNguyen@mobilitie.com SUBJECT: Notice of cancelled Land Use Applications (File LUA16-000715 and LUA16-000716) Dear Mr. Nguyen, This letter serves as notice that the two applications submitted to the City of Renton for Environmental {SEPA} Review and Conditional Use Permits (LUA16-000715 and LUA16- 000716) have been cancelled because the application is deemed incomplete. Additional items needed for a complete application have not yet been completely submitted. The City provided notice by letter on October 18, 2016 that the application was incomplete. Per RMC 4-8-100:C.2.b, the required information required for a complete application needed to be submitted within 90 days of the written notice. The timeframe for submittal of the additional materials was provided in an email to you dated December 6, 2016. I received your acknowledgement via email the same day with confirmation that you intended to submit the materials in advance of the January 16, 2017 deadline. As the requested application material was not provided, the two Conditional Use Permit applications LUA16-000715 for Data Transport U.P. (9WAX000311A), and LUA 16- 000716 for Data Transport U.P. {9WAX000309A} are cancelled. The City will retain the application materials for approximately one month should you wish to retrieve them for future use. If the application materials are not picked-up by May 15th, the City will dispose ofthem. In addition, public notification signs posted on the proposed project sites will need to be removed within 30 days. Thank you for your cooperation in this regard. 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Brian Nguyen Page 2 of 2 April 13, 2017 While I understand that there may be number of reasons that Mobilitie is in somewhat of a holding pattern with regard to its activities in the City of Renton, it is not my intention to end all discussions with Mobilitie at this time. I encourage you to schedule a meeting once Mobilitie is ready to resume its projects in the City of Renton so that we may reach a mutually agreeable solution. As always, if you have any questions you may contact me via telephone at 425-430-7286 or email at jhenning@rentonwa.gov. Or, you may contact Jill Ding, Senior Planner at jding@rentonwa.gov. Jennifer T. Henning, AICP Planning Director Enc: Letter to Brian Nguyen, dated October 18, 2016 Email to Brian Nguyen, dated December 6, 2016 Email from Brian Nguyen to Jennifer Henning, dated December 61 2016 cc: Chip Vincent, CED Administrator Vanessa Dolbee, Current Planning Manager JIii Ding, Senior Planner Alex Tuttle, Assistant City Attorney Elana R. Zana, Ogden Murphy Wallace, via email: ezana@omwlaw.com W. Scott Snyder, Ogden Murphy Wallace, via email: ssnyder@omwlaw.com 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Denis Law Mayor October 18, 2016 Community & Economic Development C. E. "Chip" Vincent, Administrator Brian Nguyen NRE Permitting Manager Mobilitie, LLC 2955 Red Hill Ave, Suite 200 Costa Mesa, CA 92627 Via email: BNguyen@mobilitie.com SUBJECT: Application for Conditional Use Permits -Notice of Incomplete Application (File LUA16-000715 and LUAlG-000716) Dear Mr. Nguyen, Thank you for providing the affidavit of sign installation for the Conditional Use Permits Mobllitie is seeking for the two applications that have been submitted to the City (LUA16-000715 and LUA16-000716). It has come to my attention that an additional item is needed in order to accept your application and begin formal review. That is, the owner of the property where the facilities are proposed must sign the Land Use Permit Master Application Form. Since the City of Renton ls the owner of the right-of-way, a franchise is the normal and customary means by which the City grants permission for utilities or facilities to be located in the right-of-way. Previous correspondence (enclosed) from the City to Ben R. Johnson dated March 25, 2016 states that a franchise agreement must be negotiated with the City of Renton before any work can proceed; and, Mobilitie could pursue the Conditional Use Permit while negotiating a franchise with the City. In addition, in email correspondence (enclosed) dated August 4, 2016 between from you to W. Scott Snyder, Jill Ding, and Alex Tuttle, you acknowledged that " ... al/ parties understand that' no permits will be issued prior to finalization of a franchise agreement." Therefore, in order to have a complete application and proceed with formal acceptance of the applications for review and to set the date of the public hearing, Mobilitie must apply for its franchise and submit the required $5,000 franchise fee at your earliest convenience. 1055 South Grady Way, Renton, WA 98057, rentonwa.gov Brian Nguyen Page 2 of l October 18, 1016 If you have any questions or would like to discuss this further, please contact me via telephone at 425-430-7286 or email at jhenning@rentonwa.gov. Or, you may contact Jill Ding, Senior Planner at jding@rentonwa.gov. Sinc:ely,. J ·i,f f (~Cl,\.(lo le'. lU..:1.,'-l,(J ;:-... ' Jennifer T. Henning, AICP Planning Director Enc: Letter ta Ben R. Johnson, dated March 25, 2016 Email from Brian Nguyen to W. Scott Snyder, dated August 4, 2016 cc: Jill Ding, Senior Planner Alex Tuttle, Assistilnt City Auorney Elana R. Zana, Ogden Murphy Wallace. via email: ez;ma@omwlaw.com w. Scott Snyder. Ogden Murphy Wallace, via emaH: ssnyder@omwlaw.com 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov ® , ' ' Jennifer T. Henning From: Sent: To: Cc: Subject: Hello Brian, Jennifer T. Henning Tuesday, December 06, 2016 10:58 AM 'Brian Nguyen (BNguyen@mobilitie.com)' Jill Ding; Alex Tuttle; 'Elana R. Zana (ezana@omwlaw.com)'; 'ssnyder@omlaw.com' RE: Mobilitie Incomplete Application Letter Is Mobilitie intending to submit the required items in order to complete the application? RMC 4-8-100 C.2.b provides for a maximum tiine for resubmittal of 90 days from the time of written notice. The final date to submit the required materials will be Monday, January 16, 2017. Jennifer Henning, AICP Planning Director City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 425.430.7286 From: Jennifer T. Henning Sent: Tuesday, October 18, 2016 2:49 PM To: Brian Nguyen (BNguyen@mobilitie.com) Cc: Jill Ding; Alex Tuttle; Elana R. Zana (ezana@omwlaw.com); 'ssnyder@omlaw.com' Subject: Mobilitie Incomplete Application Letter Hello Brian, Please see the attached Incomplete letter regarding two Conditional Use Permit applications that have been submitted by Mobilitie (LUA16-000715 and LUA16-000716). The original is being mailed to you via US Mail. Jennifer Henning, AICP Planning Director City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 425.430.7286 1 Jennifer T. Henning From: Sent: To: Cc: Subject: Hi Jennifer: Brian Nguyen < BNguyen@mobilitie.com> Tuesday, December 06, 2016 11:07 AM Jennifer T. Henning Jill Ding; Alex Tuttle; 'Elana R.Zana(ezana@omwlaw.com)'; 'ssnyder@omlaw.com'; Alan Goree; Alyssa Putzier RE: Mobilitie Incomplete Application Letter Thank you for your email. Yes, we are intending on submitting the required materials to complete our applications, and anticipate having them to your offices by the January 16, 2017 deadline. Please do not hesitate to contact me with any additional questions or concerns. Very best regards, Brian Nguyen I NRE Permitting Manager BNguyen@mobilitie.com 111CJl>ilitie :nt¢11igtot 1tifr,utmcture, 11245 SE 6th Street, Suite 220 I Bellevue, WA 98004 206-482·2623 mobile 1t;vy•,t1.mobilitie.com CONFIDENTIALITY NOTICE! The email message contains confidential and proprietary information, including all attachments (if any} to this email even if such attachments are not separately marked as confidential and/or proprietary. Such information is exclusively fer the addressee(s) and no others, unless and to the extent expressly stated above to the contrary. If the recipient of this email is not the addressee, such recipient is prohibited from reading Of using this message in any v-ray. lf you l1ave received this message by mistake, please call us immediately and destroy the email message and all attachments. From: Jennifer T. Henning [mailto:Jhenning@Rentonwa.gov] Sent: Tuesday, December 06, 2016 10:58 AM To: Brian Nguyen <BNguyen@mobilitie.com> Cc: Jill Ding <JDing@Rentonwa.gov>; Alex Tuttle <ATuttle@Rentonwa.gov>; 'Elana R. Zana (ezana@omwlaw.com)' <ezana@omwlaw.com>; 'ssnyder@omlaw.com' <ssnyder@omlaw.com> Subject: RE: Mobilitie Incomplete Application Letter Hello Brian, Is Mobilitie intending to submit the required items in order to complete the application? RMC 4-8-100 C.2.b provides for a maximum time for resubmittal of 90 days from the time of written notice. The final date to submit the required materials will be Monday, January 16, 2017. Jennifer Henning, AICP Planning Director City of Renton Planning Division 1055 South Grady Way Renton,WA 98057 425.430.7286 1 From: Jennifer T. Henning Sent: Tuesday, October 18, 2016 2:49 PM - To: Brian Nguyen (BNguyen@mobilitie.com) Cc: Jill Ding; Alex Tuttle; Elana R. Zana (ezana@omwlaw.com); 'ssnyder@omlaw.com' Subject: Mobilitie Incomplete Application Letter Hello Brian, Please see the attached Incomplete letter regarding two Conditional Use Permit applications that have been submitted by Mobilitie (LUA16-000715 and LUA16-000716). The original is being mailed to you via US Mail. Jennifer. Henning, -4!CP Planning Director City of Ri!nton Planning Division 1055 South Grady Way Renton, WA 98057 425.430.7286 Denis Law Mayor -----~-------- October 18, 2016 Community & Economic Development C. E. "Chip" Vincent, Administrator Brian Nguyen NRE Permitting Manager Mobllitie, LLC 2955 Red Hill Ave, Suite 200 Costa Mesa, CA 92627 Via email: BNguyen@mobllitie.com SUBJECT: Application for Conditional Use Permits-Notice of Incomplete Application (File LUA16-000715 and LUA16-000716) Dear Mr. Nguyen, Thank you for providing the affidavit of sign installation for the Conditional Use Permits Mobilitie is seeking for the two applications that have been submitted to the City (LUA16-000715 and LUA16-000716). It has come to my attention that an additional item is needed in order to accept your application and begin formal review. That is, the owner of the property where the facilities are proposed must sign the Land Use Permit Master Application Form. Since the City of Renton Is the owner of the right-of-way, a franchise is the normal and customary means by which the City grants permission for utilities or facilities to be located in the right-of-way. Previous correspondence (enclosed) from the City to Ben R. Johnson dated March 25, 2016 states that a franchise agreement must be negotiated with the City of Renton before any work can proceed; and, Mobilitie could pursue the Conditional Use Permit while negotiating a franchise with the City. In addition, in email correspondence (enclosed) dated August 4, 2016 between from you to W. Scott Snyder, Jill Ding, and Alex Tuttle, you acknowledged that n ... a/1 parties understand that no permits will be issued prior to finalization of a franchise agreement." Therefore, in order to have a complete application and proceed with formal acceptance of the applications for review and to set the date of the public hearing, Mobilitle must apply for its franchise and submit the required $5,000 franchise fee at your earliest convenience. 1055 South Grady Way, Renton, WA 98057, rentonwa.gov Brian Nguyen Page 2 of 2 October 18, 2016 If you have any questions or would like to discuss this further, please contact me via telephone at 425-430-7286 or email at jhenning@rentonwa.gov. Or, you may contact Jill Ding, Senior Planner at jding@rentonwa.gov. Sincerely, . , . J . -~,~ { (· CtAJco C c \. l\}._ u:, I ::---' Jennifer T. Henning, AICP Planning Director Enc: Letter to Ben R. Johnson, dated March 25, 2016 Email from Brian Nguyen to W. Scott Snyder, dated August 4, 2016 cc: Jill Ding, Senior Planner Alex Tuttle, Assist~nt City Attorney Elana R. Zana, Ogden Murphy Wallace, via email: ez;:ma@omwlaw.com W. Scott Snyder, Ogden Murphy Wallace, via email: ssnyder@qmwtaw.com 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov March 25, 2016 Ben R. Johnson, AICP Mobilitie, llC 2220 University Drive Newport Beach, CA 92660 Community & Economic Development Department C.E. "Chi p"Vincent, Administrator via email: Ben.Johnson@itbutility.com SUBJECT: Mobilitie Franchise Utility Permit Application for New Poles (9WAB000008 and 9WABOOOS64) Dear Mr. Johnson: The City of Renton has reviewed your request on behalf of Mobilitie in order to install new wood utility poles in the City of Ren ton's Right-of-Way (ROW) to support communication equipment for technical functionality. The Master Use/Franchise Utility Permit Application was received by City of Renton on February 8, 2016. The application requests that Mobilitie be permitted to install four new wood poles as follows: • 9WAB000008 (SE90XS012)-near 40143'd Street • 9WAB000553 (SE90XS190)-near 4100 East Valley Road • 9WA800D560 (SE90XS197)-near 7211 S 135<h Street (2101 SW Sunset Blvd) • 9WA8000564 (SE90XS201) -near 3933 NE 41 " Street. Subsequently, you communicated with our staff member (Holly Powers) that you wished to withdraw two of the permits 9WA8000553 (SE90XS190) -near 4100 East Valley Road, and 9WABOOOS60 (SE90XS197) -near 7211 S 135'" Street (2101 SW Sunset Blvd). Therefore, we understand that your current request is to install a new wood utility pole that is 46 feet in height for 9WA8000008 (SE90XS0l2) -near 401 43•d Street (generally Talbot Road South and Carr Road), and another new wood utility pole that is 60 feet in height for 9WAB000564 (SE9DXS201) -near 3922 NE 4th Street. Your letter states that Mobilitie should be exempt from zoning, conditional use permit, Jnd special permits due to its Washington Utility Pole Authority certificated status, and the Mobilitie should be treated equally as other utility companies, such as electric, cable and landline telephone companies. lle-nton Cir/ H.:Jfl ~ ;1)35 South Grady W.1y • ·~nron.Wa'Jh1mJton 98057 • 11ntcnw;i.gov From: Brian Nguyen ( l'•lilto:B"l<l\!Yl;!l<i·m0bjli>ie.rnm] Sent: Thursday, August 04, 2016 9:32 AM To: W. Scott Snyder; Jill Ding; 'Alex Tuttle' Cc: Amanda Fitch; Ben Rhodes Johnson; Alyssa Putzier; Daniel P. Kenny; Elana R. Zana Subject: RE: Check Fee Amount Confirmation, Renton (Mobilitie Data Transport Utilities) Mr. Snyder, Thank you for the email. We certainly respect and understand your need to confer and counsel your client. As a point of information, the meeting that I have scheduled with Ms. Ding is an application submittal meeting. Our understanding of the purpose of this meeting is to confirm that our conditional use land-use permit applications are complete and include all of the submittal materials, explicitly published and outlined, as well as those specifically discussed at our pre-application meeting, in order for the city to accept our applications. Staff has indicated that permit review can proceed concurrently with the agreement process, and all parties understand that no permits will be issued prior to finalization of a franchise agreement. Certainly, if these two processes run concurrently, all parties are benefited by the efficient use of time and resources. Please advise us on the City's determination regarding the permitting process after conferring with your clients at your very earliest convenience. Until then, we will cancel our currently scheduled permit application meeting set for today at 1PM. Thank you and very best regards, Brian Nguyen I NRE Permitting Manager :J ,;·1 Pi ·4_!~1,,11:-.i:!I 'f 1):n -·--.L ---·------- !1 ~ 15 $EI lh :;ir~~t. St,l ~ Ln I eA,~ ..... ~. '/l.,0, i1 t'.O-l 20G-482-.262J rn ~h I~ DEMRTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT --------Renton 0 AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN Plannlna Division 1055 South Grady Way, Renton, WA 980S7 Phone: 425-430-7200 I www.rent90W1 ffi STATE OF WASHINGTON ) ) ss COUNTY OF'KrG ) 1. I, /jft:l).rl.,j Wf:5tJ/U , certify under penalty of perjury under th~ laws of the State of Washington that the foregoing is true and correct, being first duly sworn on oath, deposes and says: 2. On the :1 day of (}c/g'(,l, , 20 /it, I installed __ _ public information sign(s) on the property located at------------ for the following project: 3. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 4. This/these public information sign(s) was/were constructed and installed In locations in conformance with the requirements of Chapter 8 Title 4 of Renton Municipal Code and the City's "Public Information Sig~;x";~~ckage. Installer Signature SUBSCRIBED AND SWORN to before met ·s _j__ day of Och-b£ r 20 IL. Notary Pullllc SIMI of Wlshlnglon Al Ell!UIIIER TRAMMELL My ""°"""""' Expires Mar 9, 2019 NOT Y PUBLIC in and for the State of Washington, residing at (4""Jt' (J'.,,,,,l My commission expires on {/J ft!f:/2 O 19 I 7 H:\CEO\Oata\Forms-Templates\Self-Help Handouts\Plannlng\Pub Info Sign Handout.doci< Rev. 08/2016 Denis Law Mayor September 29, 2016 Community & Economic Development C. E. "Chip" Vincent, Administrator Brian Nguyen Mobilitie 2955 Red Hill Ave., Ste. 200 Costa Mesa, CA 92626 Subject: Notice of Incomplete Application Data Transport Utility Pole {9WAX000311A), LUAlG-000715, ECF, CU-H Dear Mr. Nguyen: The Planning Division of the City of Renton has determined that the subject application is incomplete according to submittal requirements and, the following items will need to be submitted by December 29, 2016, in order to continue processing your application: • Affidavit of Installation of Public Information Sign(s): Please complete and provide the attached notarized original affidavit plus 1 copy of the affidavit attesting the required public information sign(s) has been installed in accordance with City Code requirements. Please contact me at (425} 430-6598 if you have any questions. Sincerely, Jill Ding Senior Planner cc: City of Renton/ Owner(s) 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov 1110bilitie August 4, 2016 Ms. Jill Ding Staff Planner Planning Division 1055 South Grady Way Renton, WA 98057 2955 Red Hill Avenue Suite 200 Costa Mesa. California 92660 RE: Conditional Use Permit Application, Proposed Wirele.,., Telecommunications Facility Ms. Ding: Per our past discussions, I am pleased to submit as the Applicant, on behalf of Mobilitie, LLC, our redesigned "Slim Line" (data) transport utility pole. The proposed project is intended to improve wireless telecommunications and accompanying services like improved data download rates to wireless handheld devices. The redesign shares the exact same purpose, intent and equipment as our earlier version presented and discussed. Only aesthetics has changed, primarily in the form of slimmer dimensions, for a less obtrusive visual impact and consequently, improved appearance and an ability to blend with (or compliment) the character of most neighborhoods and land use types. This site is proposed at 120' in a Commercial Arterial zone (in public street Right of Way) located: • Near Northeast 3"1 Street and Jefferson Avenue Northeast, Renton, Washington 98056 Enclosed you will find: • Master Application; • Photo Simulations; • Check Fee; • Topographical Maps • Project Narrative; • Reduced Plans; • CUP Justification, Including Wireless-• Construction Mitigation; Specific Criteria; • Structural Assessment; • Copy of Pre-Application Notes; • Radio Frequency (RF) Engineer's • Waiver of Submittal Requirements Technical Justification (or Report); form; • Electro Magnetic Energy (EME) Report; • Environmental Checklist and Response; and • Architectural Drawings ( or CDs); • Presentation Copies (24" x 36") . We believe this submittal constitutes a "complete" application to allow for an exhaustive review by City staff and all concerned parties. Should you require any clarifications as part of your review, please contact me at your earliest convenience. Thank you, (_ ---------~~--/~~----·---~ Brian !jguyen ) NRL_'Pennitting Man~ger DEPARTMENT OF COMM Ur AND ECONOMIC DEVELOPMENT ---------~en toll E) Planning Division LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME: c.-,,--1 er 1cf=N. TVM MeBilitie, bbC Data Transport Utility Pole (9WAX000311A) PROJECTIADDRESS(S)/LOCATION AND ZIP CODE: ADDRESS: 2955 ReQ Hill Ave., 511ite ?QQ Near NE 3"' St and Jefferson Ave NE Renton, WA 98056 CITY: ZIP: Cesla Mesa, GA 9~7 TELEPHONE NUMBER: 206 4 i2 202a KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): Site Proposed in Public Street Right of Way APPLICANT (if other than owner) EXISTING LAND USE(S): mix of auto-oriented NAME: Brian Nguyen, Permitting Manager, commercial and MF residential, wireless facility sited in improved sidewalk/grass strip fronting improved street. Owner's Reo and Comoanv Emolovee COMPANY (if applicable): PROPOSED LAND USE(S): Mobilitie, LLC ADDRESS: 2-51'5 ,-J"..q) m\.1-S.'-\tT,E Zc-o Sa, 11e as abevc EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Commercial Mixed Use (CMU) PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: CcsfA }vlp;,4 I CA-ZIP: Cj 2 _L,L+-(if applicable) TELEPHONE NUMBER: EXISTING ZONING: Commercial Arterial 206-482-2623 CONT ACT PERSON PROPOSED ZONING (if applicable): NAME: SITE AREA (in square feet): 4 Same as above SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): DEDICATED: NA. Site is an unmanned WCF SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: NA PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: ZIP: ACRE (if applicable) NA TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) 1 https ;//mob i I itie94 9-my .sh a re po i nt .co m/ person a 1/bngu yen_ mo bi I iti e _com/Documents/ J u ri sd ictio n s/ Re nto n/ Su b m itta I Docs/9WAX000311A/9WAX000311A_LandUseMasterApp_20160727.docx.doc Rev:08/2015 DEPARTMENT OF COMMUr AND ECONOMIC DEVELOPMENT --------~enton ® NUMBER OF NEW DWELLING UNITS (if applicable): 2 https ://mob i l itie949-my.sh a re poi nt. com/ persona 1/b ngu yen_ mob i I it i e _ co m/Docu me nts/ J u risd ict ion s/Rento n/5 u bm itta I Docs/9WAX000311A/9WAX000311A_LandUseMasterApp_20160727.docx.doc Rev: 08/2015 Pf.....,JECT INFORMATION (continued) .--~-----~-----------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): ---------------- 0 AQUIFIER PROTECTION AREA ONE 0 AQUIFIER PROTECTION AREA TWO D FLOOD HAZARD AREA D GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS & LAKES D WETLANDS LEGAL DESCRIPTION OF PROPERTY __ sq.ft. __ sq.ft. __ sq.ft. __ sq.ft. __ sq.ft. (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 16, TOWNSHIP 23, RANGE.§, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) Brian Nguyen, declare under penalty of perjury under the laws of the State of Washington that I am (please check one) D the current owner of the property involved in this application or C8:I the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. epresentative Signature of Owner/Representative Date ASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Br<-<A /'.J IJ G v '-/EN signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. ,,.,\",\\\' 1 I\\ I - : · . Ml<Ot...J 1 '" Dated q / 1 : f:...i~ojj'~~·•~i' \, Notary ~~hington Notary (Print): My appointment expires: ,J-ol-1 3 https ;/ /mobi litie949-my .sha repoint.com/pe rsonal/b nguyen _ mob ilitie _ co m/Docu ments/J urisdictions/Rento n/Submitta I Docs/9WAX000311A/9WAX000311A_LandUseMasterApp_20160727.docx.doc Rev:08/2015 PR...,JECT INFORMATION (conti ..... ed) 4 https ://mobi I itie949-my .sharepoi nt.com/persona 1/bnguye n _ mobi I itie _com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX00031!A_LandUseMasterApp_20160727.docx.doc Rev: 08/2015 11IOl>ilitie August 2, 2016 VIA FEDEX AND ELECTRONIC MAIL City of Renton Department of Community and Economic Development Renton City Hall 1055 South Grady Way Sixth Floor Renton, WA 98057 RE: Letter of Authorization for Permit Submittals To Whom It May Concern: 2955 Red Hill Avenue Suite 200 Costa Mesa, California 92660 Mobilitie, LLC ("Company") hereby authorizes Brian Nguyen, Network Real Estate Permitting Manager, to sign permit applications, reports, or other submittals required by the City of Renton, Washington ("City") and provide any information requested by the City on behalf of the Company. In the event Brian Nguyen is unavailable, a Manager of Network Real Estate of the Company shall be authorized to sign and submit information requested by the City on behalf of the Company. Best regards, MOBILITIE, LLC . /J (____--~A~ Christos Karmis President 4 DEPARTMENT OF COMMUI AND ECONOMIC DEVELOPMENT RentonO WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov LAND USE PERMIT SUBMITIAL REQUIREMENTS: WAIVED MODIFIED BY: BY: Arborist Report 4 \c/--J Biological Assessment 4 \';R Calculations 1 Colored Maps for Display 4 Construction Mitigation Description 2 AND• Deed of Right-of-Way Dedication 1 Density Worksheet 4 )©.__ Drainage Control Plan 2 Drainage Report, If Elevations, Architectural, AND• Environmental Checklist 4 Existing Covenants (Recorded Copy) 1AN0, Existing Easements (Recorded Copy) lAND4 Flood Hazard Data 4 ',~ [) Floor Plans, AND, T) '\ ' Geotechnical Report, AND, ~L Grading Elevations & Plan, Conceptual 2 TF Grading Elevations & Plan, Detailed 2 Habitat Data Report 4 Improvement Deferral 2 Irrigation Plan, PROJECT NAME: COMMENTS: ---------------------- DATE: ---------------------- 1 H :\CED\Data \Forms-Temp lates\Self ·Help Ha ndouts\Plan ning\ Wa iversubm ittal reqs.docx Rev: 08/2015 LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED I COMMENTS: BY: BY: i King County Assessor's Map Indicating Site 4 r-, (9~~i Cc.._hiNfS Landscape Plan, Conceptual• j K._ )\Jc, Landscape Plan, Detailed 4 Legal Description 4 Letter of Understanding of Geological Risk 4 \'[) Map of Existing Site Conditions, Master Application Form 4 Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Overall Plat Plan 4 Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Post Office Approval 2 Plat Name Reservation 4 Plat Plan 4 Preapplication Meeting Summary 4 Public Works Approval Letter, Rehabilitation Plan 4 Screening Detail 4 Shoreline Tracking Worksheet 4 Site Plan ZAND4 Stream or Lake Study, Standard 4 \'J,2 Stream or Lake Study, Supplemental 4 Stream or Lake Mitigation Plan 4 Street Profiles 2 Title Report or Plat Certificate 1AND4 So--1),,..' ' Topography Map, Traffic Study 2 ,f- Tree Cutting/Land Clearing Plan 4 ,_) & fru.s _J ----,<,,4(___ .... /0,/\/\.. .. Urban Design Regulations Analysis 4 I Utilities Plan, Generalized 2 Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 2 H: \CED\Data \Forms-Templates \Self-Help Ha ndouts\Pla nni ng\ Waiversubm ittalre qs. docx Rev:08/2015 1 ---~ LAND USE PERMIT SUBMITI Al REQUIREMENTS: Wetlands Report/Delineation 4 Wireless: Applicant Agreement Statement ZAND, Inventory of Existing Sites lAND3 lease Agreement, Draft 2 AND, Map of Existing Site Conditions lANo 3 Map of View Area 2 AND, Photosimulations 2 AND, This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning --··· WAIVED MODIFIED BY: BY: \Q - 3 H :\CED\Data \Forms-T emplates\Se lf-H elp Handouts \Pian ning\ Waive rsubmittatreqs.docx COMMENTS: l : Rev:08/2015 ,! 31 ·~ ?\. 900~ 9149 '· 9170 9085 ti1 aoo200'2.2.i9'f0 {? ~:;: o 1:iao"i3tI~1u-1>;\/£ct ~ " 013n ~ (j.6c8.o\ -· Q :1,:i~·~ . I ) p§f!~l;~lle•b6,0'~_6l_(lJl6,90~ Tiift:T'02till.03900~B@ 1iliN u. wi"J LO' 80 /z.) -\U.1.0 H ,L-~~ ~\6.30010' ,, <( l!llJW ,}~3)_.£e:J,5riJ61l)Je17ii ;_·: "' 'J· '·1'· ·-"' ~l ,.--:,1 5 Q 3:; cl '15 1--1 ·\ , Q,-__ ... . 1.:. 801:._F 7,- 1.·". : .. , r-.. otlt'o'''-( ' •· 0 1' ' Ji'} 00 /:0 ""'.:""I 157 80 00.;:0'6' -__ 05oeidi&J/Jznn 0240 ("()' I.O;'/J1v' -'' ' •111I· ,.._ .,_ oo _2· 0 .~ lf 1{J rRtY,-· ·r-'-'~u~@ 02.10,rnn ·( ,c-. 0030"' .·T, 01 f1]( ,--., . '1.\ '.,_Tl '' '"_ }1t··1'-%' 060 ~11 -,01.soo/1-,o~t,,_1:Jon "'< -,,l , -, '-60:W I -1 ',' r-r .. , < .1· •. 007{}"--~ '·'-·8!)0Q7,0_i1-'-~'0 / ,, ,, ,u.1,n r .J~J , . .:,.06.0.::1' 1 ~ ~-. --'·1 7 W2Q{i (({ 11 1r -.,,g.nu TReT.. 0 ,_..,1 ~--< !O ;.1 1 . 1 ,-,:1 .r-,. ~-t 1:.11'),+(ieJ.350 t;;l _.. 1, 1 ·1 1· ~ ,·-e-n-· L---, ,,.~? /.;;1Jlij_O 1!!030 ~!.:~J 0-_ /.'1··1?J;!J°;;-,.... ,90. iJ ~?P ~ ,1:.1.JJfJ The rlform at1on inclJded on this map has been com pied by King County stafffrom a variety of sources and 1s subject lo change 1Mthout notice King County makes no reprnsenl at1ons or warranties express or 1mpl1ed. as to accuracy co111pleler1e~s. t 111 eir,ess or rghls to the use of such 1nformat100 T'\1s document s mt intended for use as a s1Jvey product King County shall not be lable for any genP.ral. spocial ndirecl 1nc1dental. orconsequential da-nages 1nclud1ng but not IJ"l11ted to lost re~enues or bst prul1!s result1rg from tne use or msu se oft he inform at on contained on this map Ar, y sale of tr.is map or 1nformat1on on this map 1s proh bited excepl by written perm1ss1on of Kmg County Date: 8/2/2016 nn12 0500 ""I "' I "' C"\,i I.() IC) ,,...._ •2) c-:: ():. •:J) 0-, '" •-n·, 9059 ~- ~ '.!-':- ,j ~·-1..~':. >,)· 00:10 1:. ~,J29 907.} 913.5 912,_I King County. 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Map data ©2016 Google 2001t~---~ 1/1 Project Narrative Proposed Wireless Communications Facility (WCF), Monopole II (Site ID: 9WAX0003ll) Site Address: Near NE 3rd Street and Jefferson Avenue NE, Renton, WA 98056 Note: The below is a response, in order. to the description items called jar in the City's CUP Application. • (Data) Transport Utility Pole, aka WCF, Monopole II Support Structure; 120' tall pole, 5' diameter at base, narrowing from base to top to approximately 1-2'; Nearest NE 3'd Street and Jefferson Avenue NE (near roughly the NE property comer of Stor-House Self Storage), Renton, WA 98056; • CUP required; • CA (Commercial Arterial) zoning district; • Site is in public street Right of Way within a fully improved street and utilities portion of the area; surrounding existing land uses are predominantly auto-oriented commercial/retail/multi- family housing and in general proximity, Renton Technical College campus. • There are no special site features; • Soil type is TBD at geotechnical as required for approval of construction documents and construction, study to be initiated upon planning approval; proposed site will have nominal impact to current drainage and should require no mitigation; • Proposed use is a WCF, Monopole II Support Structure; the 120' structure is proposed to house initially (2) microwave antennas, placed inside a metal canister as depicted in the architectural drawings whereby support equipment (like equipment cabinets) is almost entirely housed within the metal pole itself. The WCF is designed to allow future attachments related to the support of wireless devices like smart phones. The project enhances wireless telecommunications, internet connectivity and data download rates and capacity in the vicinity where radio frequency (RF) engineers have determined existing conditions provide inadequate coverage and capacity to area residences and businesses; • NA; • The site is unmanned, requiring only routine periodic maintenance where no dedicated parking is required and site features, like proximity to road and sidewalk, provide adequate access for servicing. Initial construction may be accommodated by temporary partial lane/roadway closure as best described on the traffic control sheet of the submitted drawings; • No off-site improvements are required other than returning any existing improvements, like sidewalk or landscaping, to their original condition post-construction; • $25,000 estimated construction cost (figure to be revised with support documentation at time of building/ROW Use permit submittal once construction documents are complete); fair market value is partly a product of projected revenue, currently in separate discussion as part of the ongoing franchise agreement effort with the City, figures likely available shortly before public noticing; • 60 s.f. of existing soil to be removed to allow for pole installation, no fill required; • "NA" to the subsequent (7) bulleted criteria items listed on the CUP application; • All existing and planned residential units will likely have visibility of the structure within reasonably a Y, mile radius similar to their existing views of utility poles in the vicinity. PREAPPLICATION MEETING FOR Mobilitie Wireless Communication Facilities -Small Cell Various locations Citywide including Rights-of-way PRE 15-000774 CITY OF RENTON Department of Community & Economic Development Planning Division November 12, 2015 Contact Information: Planner: Kris Sorensen, 425.430.6593, ksorensen@rentonwa.gov Public Works Plan Reviewer: Vicki Grover, 425-430-7291, vgrover@rentonwa.gov Fire Prevention Reviewer: Corey Thomas, 425.430.7024, cthomas@rentonwa.gov Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). F·ire & tmergency Servi s Department --- DATE: TO: FROM: SUBJECT: No comments. MEMORANDUM 11/2/2015 12:00:00AM Kris Sorensen, Associate Planner Corey Thomas, Plan Review/Inspector (Mobilitie small cells preapplication) PRElS-000774 _. r~ity of • ~~>, .. ) ,,. . r . r (' r . f,· ••.. '..\ !" ·. r__. l , ) I \, ,i,,' r·.i , _ ' · I , V./ -, ' -·' -----"---'-~ Page 1 of 1 D'EPARTMENT OF COMI JNITY AND ECONOMIC DEVELOPMENT MEMORANDUM DATE: TO: FROM: SUBJECT: 11/10/2015 12:00:00AM Kris Sorensen, Associate Planner Vicki Grover, Plan Reviewer (Mobilitie small cells preapplication) PRElS-000774 r" -vP City of • .<'~c?, ' ) ,. r . r r· . r \ (·· ·-~ .. \ r ,--, I , t , .-. •· ;; -·-----._J --'•<::! .. ~>' NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and may not subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and may be subject to modification and/or concurrence by official City decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal located at approximately 35 differer locations around the City of Renton. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. EXISTING CONDITIONS WATER Water service is not a requirement for this project . SEWER Sewer service is not a requirement for this project. STORM There are not any required detention, water quality or conveyance systems for this project . STREETS There are no street frontage improvements required for this project . GENERAL COMMENTS 1. A franchise license and agreement are required to grant the use of public right of ways for installation of the "small cells" is required; see Renton Municipal Code (RM() Chapter 19 Telecommunications Licenses and Franchises. 2. A Master Use/Franchise Utility Permit Application (MFP) is the permit this project will need for the construction phase. An approved traffic control plan needs to be submitted with the permit application for approval by Public Works. 3. RMC 4-6-090 requires all "new communications" to be installed underground. A variance can be applied for to allow all the new communication "small cells" to be installed above ground. See RMC 4-6-090G for the variance procedure. Additional information regarding the variance procedures can be found at RMC 4-9-250. 4. If the project is proposing to install any of the "small cells" on City owned facilities/property (i.e. Water Tank) there is a different process to follow; which consists mostly of coordinating with the Public Works Department that owns the facility. Page 1 of 1 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -------Renton® DATE: TO: FROM: SUBJECT: M E M O R A N D U M November 12, 2015 Pre-Application File No. 15-000774 Kris Sorensen, Associate Planner Mobllitie Telecomm Small Wireless Cell Facilities Various locations Citywide General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov. Project Proposal: The project would locate dozens of small wireless communication facilities in various areas of the City on existing infrastructure such as utility poles and streetlights and/or new support structures such as wood poles. The wireless equipment consists of small antennas, mounts, and power connections. The proposed two types of antennas to be used have approximate dimensions of 26x6 inches and 16x6x3 inches. The applicant is proposing roughly 35 sites in the City. The intent of the proposed small cells is to fill coverage gaps in a wireless telecommunications network where larger macro wireless communication facilities are unable to reach and provide coverage. Current Use: There are approximately 35 potential sites the applicant is considering including public right-of-way locations although specific addresses were not identified in the submitted materials. Zoning: The submitted application does not provide specific addresses or properties. In general, Wireless Communication Facilities are allowed in all zone designations of the City through approved land use review and/or building permits. For public right-of-way locations, zoning is determined by the abutting property, where a zoning designation of a property extends to the middle of the public right-of-way. The table for Wireless Communications Facilities from RMC 4- 2-060 "Zoning Use Table -Uses Allowed in Zoning Designations" is provided below and describes the types of review processes required for each type of facility that may be proposed. Mobilitie Telecomm Small Wire le ___ ell FaciHties, PRE15-000774 Page 2 of 6 November 121 2015 P. WIRELESS COMMUNICATION FACILITIES RESIDENTIAL INDUSTRIAL ZONE RC Camouflaged AD WCF Concealed WCF AD Major alterations AD to existing WCF structures Minor alterations p to existing WCF structures Monopole I H47 support structures Monopole II support structures Stealth tower AD Blank=Not Allowed P=Permitted Use R-1 R-4 R-6 AD AD AD AD AD AD AD AD AD p p p H47 H47 H47 H47 AD AD AD P=Permitted R- R-8 RMH R-14 RMF IL IM 10 AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD AD p p p p p p p H47 H47 H47 H47 H47 H47 H47 H47 H47 H47 AD AD AD AD AD AD AD AD=Administrative Conditional Use H=Hearing Examiner Conditional Use IH AD AD AD p H47 H47 AD CN AD AD AD p H47 H47 AD COMMERCIAL CV CA CD co AD AD AD AD AD AD AD AD AD AD AD AD p p p p H47 H47 H47 H47 H47 H47 H47 H47 AD AD AD AD AC=Accessory Use #=Condition(s) COR AD AD AD p H47 H47 AD Note 47: Monopoles are prohibited if located within three hundred feet (300') of residentially zoned property, unless the Administrator determines that all residentially zoned property within three hundred feet (300') of the proposed facility is undevelopable due to RMC 4-3-050, Critical Areas Regulations. Development Standards: Each specific site that the applicant is considering would be subject to the related zoning designation and associated Development Standards as identified in RMC 4-2 "Zoning Districts -Uses and Standards" effective at the time of complete application. Additionally, all wireless communication facility projects would be subject to RMC 4-4-140 Wireless Communication Facilities (WCF) development standards. The following provides a brief list of applicable standards for WCFs. See RMC 4-4-140 for more detail. D. COLLOCATION REQUIRED: No new support structure shall be permitted unless the applicant demonstrates to the Administrator's satisfaction that no existing tower or support structure can accommodate the applicant's proposed WCF. See RMC 4-4-lOOD for more details. E. ALTERATION OF EXISTING WIRELESS COMMUNICATION FACILITY (WCF) SUPPORT STRUCTURES: UC AD AD AD p AD MobiHtie Telecomm Small Wirel Page 3 of 6 November 12, 2015 ell Facilities, PRElS-000774 1. Minor Alteration: Proposed collocations and/or modifications to a lawfully existing WCF support structure, that does not substantially change the physical dimensions of the WCF shall be a minor alteration and exempt from Conditional Use Permit Requirements. "Substantially change the physical dimensions" means: a. Height: A collocation and/or modification that would increase the overall height of the WCF by more than ten percent (10%), or by twenty feet (20'), whichever is greater; b. Width: A collocation and/or modification that would add an appurtenance to the body of the tower that would protrude from the edge of the tower by more than twenty feet (20'), or more than the width of the tower at the level of the appurtenance, whichever is greater or a collocation and/or modification to an existing WCF support structure other than a tower that would qualify as a Concealed or Camouflaged WCF; or c. Compound Expansion: Expansion of a WCF's compound necessitated by the proposed installation of more than four (4) new equipment cabinets or more than one new equipment shelter. An e,pansion of a compound necessitated by a minor alteration shall not constitute a major alteration; however, the compound expansion shall be the minimum necessary to accommodate the alteration. 2. Major Alteration: Any change that is not a minor alteration is a major alteration. 3. Original Dimensions: An increase in height and/or width of a WCF due to a collocation and/or modification shall be measured against the dimensions of the originally approved WCF. 5. Review Time Period: Requests for minor alterations, as described in this subsection, shall be reviewed within ninety {90) days. F. STANDARDS AND REQUIREMENTS FOR ALL TYPES OF WIRELESS COMMUNICATIONS FACILITIES: 1. Equipment Shelters/Cabinets: Location, Screening, Size, and Generators standards. 2. Maximum Height: Ali wireless communication facilities shall comply with RMC 4-3-020, Airport Related Height and Use Restrictions. In addition, all wireless communication facilities shall comply with the height limitation of the applicable zoning district, except as follows: a. Monopole I: Less than sixty feet {60') for all zones. Antennas may extend sixteen feet (16') above the monopole I support structure. b. Monopole II: No more than thirty five feet {35') higher than the maximum height for the applicable zoning district, or one hundred fifty feet (150'), whichever is less. Antennas may extend sixteen feet (16') above the monopole II support structure. c. Stealth Towers: The maximum allowed height of a stealth tower shall be one hundred fifty feet (150'); however, the allowed height for a specific type of stealth facility shall be determined through the Conditional Use Permit review process and the standards of this Section. Mobilitie Telecomm Small Wire I Page 4 of 6 November 12, 2015 ell Facilities, PRE15-000774 d. Rooftop WCF: Concealed and/or camouflaged WCFs erected on a rooftop may extend up to sixteen feet (16') above the allowed zone height. e. Utility Poles: Proposed replacement utility poles, for the purpose of siting wireless communication facilities, shall be no more than twenty feet (20') taller than adjacent utility poles; utility poles on residentially zoned private property shall be no taller than forty-five feet (45'). 3. Visual Impact: Site location and development shall preserve the pre-existing character of the surrounding buildings and landscape to the extent consistent with the function of the communications equipment. Towers shall be integrated through location and design to blend in with the existing characteristics of the site to the extent practical. See the RMC subsection for more detail. 4. Setbacks: Towers shall be set back from each property line by a distance equal to the tower height, unless an engineering analysis concludes that a reduced setback is safe for abutting properties and the Administrator determines that a reduced setback is appropriate for the site. S. Maximum Noise Levels: No equipment shall be operated so as to produce noise in levels above forty five (45) decibels as measured from the nearest property line on which the wireless communication facility is located. Operation of a back-up power generator in the event of power failure or the testing of a back-up generator between eight o'clock (8:00) a.m. and nine o'clock (9:00) p.m. are exempt from this standard. No testing of back-up generators shall occur between the hours of nine o'clock (9:00) p.m. and eight o'clock (8:00) a.m. 6. Fencing: Security fencing shall be required and shall be painted or coated with a non- reflective neutral color. Fencing shall comply with the requirements listed in RMC 4-4-040, Fences, Hedges, and Retaining Walls. 7. Lighting: Towers or antennas shall not be artificially lighted, unless required by the FAA or other applicable authority. If lighting is required, the Administrator may review the available lighting alternatives and approve the design that would cause the least disturbance to the surrounding views. Security lighting for the equipment shelters or cabinets and other on-the- ground ancillary equipment is also permitted, as long as it is appropriately down shielded to keep light within the boundaries of the compound. 8. Advertising Prohibited: No lettering, symbols, images, or trademarks large enough to be legible to occupants of vehicular traffic on any abutting roadway shall be placed on or affixed to any part of a WCF tower, antenna array or antenna, other than as required by FCC regulations regarding tower registration or other applicable law. Antenna arrays designed and approved to be located on or within signs or billboards as a stealth tower, or a concealed or camouflaged WCF, shall not be construed to be in violation of this prohibition. 9. Building Standards: Support structures shall be constructed so as to meet or exceed the most recent Electronic Industries Association/Telecommunications Industries Association (EIA/TIA) 222 Revision G Standard entitled: "Structural Standards for Steel Antenna Towers and Antenna Supporting Structures" (or equivalent), as it may be updated or amended. Prior to issuance of a Mobilitie Telecornrn Small Wire!e Page 5 of 6 November 12, 2015 II Facilities, PRElS-000774 building permit the Building Official shall be provided with an engineer's certification that the support structure's design meets or exceeds those standards. 10. Radio Frequency Standards: The applicant shall ensure that the wireless communication facility (WCF) will not cause localized interference with the reception of area television or radio broadcasts. If the City finds that the WCF interferes with such reception, and if such interference is not remedied within thirty (30) calendar days, the City may revoke or modify a Building and/or Conditional Use Permit. G. CONCEALED WIRELESS COMMUNICATION FACILITY STANDARDS: Additions or modifications to buildings shall complement the existing design, bulk, scale, and symmetry of the building, and minimize the addition of bulk and clutter. Standards for building additions, related equipment, type of materials, architectural elements, and locations on residential buildings are provided. See RMC 4-4-lOOG for more details. H. CAMOUFLAGED WIRELESS COMMUNICATION FACILITY STANDARDS: Additions or modifications to buildings shall complement the existing design, bulk, scale, and symmetry of the building, and minimize the addition of bulk and clutter. Standards for architectural integration, materials, antenna dimensions, and locations on residential buildings are provided. See RMC 4-4-lOOH for more details. I. STEALTH TOWER STANDARDS: Standards for each type of stealth tower are the minimum necessary to meet the intent of effectively disguising the tower. Standards for types of stealth towers not identified within this subsection will be determined on a case-by-case basis by the Administrator through the Conditional Use Permit criteria pursuant to RMC 4-9-030E, Decision Criteria -Wireless Communication Facilities. Types of stealth towers and their individual development criteria are provided in more detail in RMC 4-4-1001 for more details. Types of stealth towers include Faux Trees, Flagpoles, Sports Field Lights, and Freestanding Signs. J. APPLICATION SUBMITTAL REQUIREMENTS: In addition to application materials and information required pursuant to RMC 4-8-120C, the following materials are the minimum required to complete a review of any WCF, other than an alteration pursuant to subsection RMC 4-4-lOOEl Minor Alteration. Additional materials and information may be required but the following technical analysis materials are required as part of a complete application: Site Justification Letter, Justification Map, Coverage Map, Noise Report, Photo Simulations, Method of Cabling, and Visual Mitigation. See RMC 4-4-lOOJ for more detail. Utility Undergroundlng: Per RMC 4-6-090G all new electrical or communication facilities shall be required to be installed underground unless exempt in subsection RMC 4·6-090D. Significant Tree Retention: Arborist reports may be required if trees are located near or on a site where a small cell facility is proposed to evaluate potential impacts. Critical Areas: If critical areas such as streams, wetlands, or steep slopes are identified on a proposed site, studies may be required as part of a complete application. Environmental Review: All projects requiring a land use review or building permit require Environmental Review unless determined to be exempt. Mobilitie Telecomm Small Wirel Page 6 of 6 November 12, 2015 ell Facilities, PRElS-000774 Permit Requirements: Each project site requires a separate land use application as required. Minor alterations do not require a land use application, are subject to a building permit application, and are to be reviewed within 90 days from submittal of a complete application. An Administrative Conditional Use would be reviewed within an estimated time frame of six to eight weeks. The 2015 and 2016 fee for an Administrative Conditional Use application is $1,000 plus a 3% technology surcharge fee. A Hearing Examiner Conditional Use application is $2,500 plus a 3% technology surcharge fee. An Environmental/SEPA Review would be added to any land use review period if required. Environmental Checklist Review application is $1,000 plus a 3% technology surcharge fee. In addition to the required land use permits, separate construction and building permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. Detailed information regarding the land use application submittal items have been provided in the attached handouts or are also available online. Fees: In addition to the applicable building and construction fees, impact fees may be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. A handout listing Renton's development-related fees is available on the City of Renton website for your review. Note: When formal application materials are complete for land Use Permit, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please call Kris Sorensen, Associate Planner at 425-430-6593 for an appointment. Expiration and Extensions: Once a Conditional Use Permit application has been approved, the applicant has two years to comply with all conditions of approval and apply for any necessary permits before the approval becomes null and void. Construction Mitigation Description Proposed Wireless Communications Facility (WCF), Monopole fl (Site ID: 9WAX0003\l) Site Address: Near NE 3,d Street and Jefferson Avenue NE, Renton, WA 98056 Note: The he/ow is a response, in order, to the crireria called ji,r in the City's CUP Application. Proposed Construction Dates: Construction Start March 6, 2016. Complete March 12, 2016 Hours and days of operation: 9am to 4pm Proposed hauling/transportation routes: 1-405 S from Woodinville-Redmond Rd NE, NE Woodinville Drive and Juanita Woodinville Way NE Head southeast toward Woodinville-Redmond Rd NE Turn right onto Woodinville-Redmond Rd NE Turn right to stay on Woodinville-Redmond Rd NE Continue straight onto NE Woodinville Drive Turn left onto Brickyard Rd NE/Juanita Woodinville Way NE Turn right onto NE 160th St/Juanita Woodinville Way NE Turn left to merge onto 1-405 S Follow 1-405 S to WA-900/Sunset Blvd Nin Renton. Take exit 4 from 1-405 S Merge onto 1-405 S Keep left to stay on 1-405 S Take exit 4 for W A-900 W toward W A-169 S/Renton/Enumclaw Take NE 3rd St Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise, and other noxious characteristics: Dust and noise will be minimal. One lane closure will be required. Signage and cones will be placed on NE 3th Street between Jefferson Avenue NE and Edmonds A venue NE, Renton, WA. Any Special hours proposed for construction or hauling (i.e, weekends, late nights): The weekend of March 11 and March 12, 2016 from 9am to 4pm. Preliminary traffic control plan: One lane closure east bound on NE 3'" Street between Jefferson A venue NE and Edmonds Avenue NE, Renton, WA. Crane and Bucket Truck Required: Crane will be required on day I. Bucket Truck will be on site all 7 days. Response to Special Decision Criteria-Only for WCF Proposed (Data) Transport Utility Pole, aka WCF, Monopole ll Support Structure (Site ID: 9W AX00031 IA) Site Address: Near 3rd Street and Jefferson Avenue NE, Renton, WA 98056 Note: The below is a response, in order, lo the criteria called for in the City's CUP Application. • Proposed support structure height is 110', with planned antennas and equipment, the total height increases to 120'; the design of the structure is a "slim line" whereby the towers diameter "slims" from its narrowest to its widest at base. The diameter, at any point on the pole, is the slimmest possible to structurally support and accommodate initial and planned equipment. The design is intended to minimize visual impact. Further, support equipment (to antennas), where feasible, is located on the inside of the structure, again, intended to minimize visual impact, contributing toward an overall improved aesthetic appearance; • Existing land uses are a mix of auto-oriented commercial/retail/multi-family housing; • Most immediate, the site is directly across NE 3'" Street from a MF apartment housing complex (Chantelle Apartments) and roughly across from a second MF apartment housing complex; the CA district allows for residential uses, provided they're developed in a mixed-use context; • General topography is flat with some trees commonly found in the neighborhood and other plant life associated with man-made landscaping for area development; • The site is an unmanned WCF and requires no dedicated parking; ingress/egress for initial construction and routine maintenance is allowed for by the street, sidewalk and grass portion of the street ROW. No further improvements are required; • The structure and equipment area painted in a non-glare coat, noise is none to nominal, requiring no mitigation and no artificial light is proposed for the structure; • No existing traditional wireless macro towers of a sufficient height suitable to meet technical demands of the intended service afforded by the proposed structure. No existing structure, like a utility pole, is sufficient in terms of available space, height, required separation from utility lines, location or structural integrity (a replacement pole only satisfies the structural concern) to allow for the successful co-location of the planned-for antennas and equipment in a manner that satisfied the technical objectives (reference RF Technical Justification). Lastly, the structure's significant height, as best described in the submitted RF Technical Justification (or Report), is a requirement to '·see" over man-made and natural features (buildings, hills and trees primarily) and also to rise above the "noise'' of other cellular communications. The trade-off being where underground fiber, requiring considerable trenching through existing streets, sidewalks and the like, may ordinarily be installed, the proposed microwave antennas negate that otherwise necessary utility work and installation. • The proposed is in keeping with general City policy, as articulated in its Comprehensive Plan, for improving all infrastructure types supportive of planned development and attraction of industry. The Project is most reasonably considered as part of that planned infrastructure improvement. o The Economic Development Element articulates a vision for attracting and retaining creative, high-tech industries, businesses like architectural firms that require highly educated personnel, regional and manufacturing/industrial centers, etc. The realization for all of which is considerably aided by encouraging high quality wireless telecommunications improvements, like this project. ,_ o The Project is also consistent with and supportive of public health goals, as discussed in the Capital Facilities Element, like fire and emergency medical services (EMS), by improving wireless communications for E 911 calls and also to help in pinpointing call locations. The vast majority of E 911 calls originate from mobile phones, themselves reliant on a high quality network: • The Project is consistent with the purpose and goals of the City's zoning code, particularly for WCF, and overwhelmingly complies with all pertinent code sections and items: o The underlying zone identifies the Project as appropriate for consideration as a conditional use: o Location: meets the goal for location in non-residential areas; o Co-location: while no existing facilities are available for co-location, the proposed new is designed to accommodate future co-locating tenants, including the City, thus minimizing the need for additional structures in the area; o (Equipment shelter) screening: all support equipment is screened by virtue of its being placed within the structure itself; o Camouflage or Stealthing Standards: the ''slim line" design of the pole itself provides the least visual impact to the immediate vicinity, and its auto-oriented, commercial character where adding material in attempt to camouflage oftentimes has the opposite effect: adding bulk and thus, increased visual impact. This case is best articulated by the enclosed Photo Simulations; o Height: The support structure is proposed at approximately 11 O' where the top-of-pole mounted antenna extends an additional IO' (to 120') and a lightning rod of3' (to 123'). The maximum height as stipulated by Monopole II definition and the underlying maximum zoning height is 95' for the structure (60' plus 35' over). With an allowance for 16' for antenna extension, the total height allowance would ordinarily be 111 '. For technical reasons, a height exceeding the limit by 12' is requested for consideration as part of the Conditions of Approval (COA's): DEPARTMENT OF COMMu,~ITY AND ECONOMIC DEVELOPMENT -------Renton® ENVIRONMENTAL CHECKLIST Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov PURPOSE OF CHECKLIST: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS: [b.fil[2] This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. 1 https://mo bilitie949-my .sharepoint.com/personal/bnguyen _ mobi I itie _ com/Documents/J urisdlctions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A _ E nvi ro nme ntalCheckl ist _ 20160727 .docx.doc Rev: 08/2015 USE OF CHECKLIST FOR NONPROJECT PROPOSALS:~ For non project proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B even though questions may be answered "does not apply". In addition the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project", "applicant", and "property or site" should be read as "proposal", "proponent", and "affected geographic area" respectively. The lead agency may exclude (for non-projects) questions in Part B -Environmental Elements -that do not contribute meaningfully to the analysis of the proposal. For help go to: http://www.ecy.wa.gov/programs/sea/sepa/e-review.html A. BACKGROUND~ 1. Name of proposed project, if applicable:~ Wireless Communications Facility (Site ID: 9WAX000311A) located Near NE 3rd St and Jefferson Ave NE, Renton, WA 98056 2. Name of applicant:~ Brian Nguyen, Permitting Manager, Authorized Owner's Rep and Company Employee 3. Address and phone number of applicant and contact person:~ 2955 Red Hill Ave., Suite 200, Costa Mesa, CA 92627 Mobile: (206) 482-2623; bnguyen@mobilitie.com 4. Date checklist prepared:~ July 27, 2016 5. Agency requesting checklist:~ City of Renton 6. Proposed timing or schedule (including phasing, if applicable):~ 2 https :/ / mobi litie949-my .s harepoint.com/pe rsonal/bnguyen_ mobilitie _ co m/Docu ments/J urisd ictions/Rento n/Submitta I Docs/9WAX000311A/9WAX000311A _ Environ menta 1Checklist_20160727 .docx.doc Rev: 08/2015 Planned after securing of all entitlements, roughly January 2017. No phasing of the support structure. Future co-locations of equipment to structure planned. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain . .lbfilQ] Additional co-location of other wireless device-supporting equipment. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. .lbfilQl Electro Magnetic Emissions (EME) Report, as provided as part of the lead agency's permit process for a CUP. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain . .lbfilQ] None. 10. List any government approvals or permits that will be needed for your proposal, if known . .lbfilQl None outside of the City's process. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) .lbfilQ] The (data) transport utility pole, falling within the definition of a WCF by City zoning code, is proposed to house initially (2) microwave antennas, placed inside a metal canister as depicted 3 https;/ /mobilitie949-my .share poi nt.com/personal/bnguyen_mobilitie_ com/Docu ments/J urisd ictions/Renton/Submitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 in the architectural drawings whereby support equipment (like equipment cabinets) is almost entirely housed within the metal pole itself. The WCF is designed to allow future attachments related to the support of wireless devices like smart phones. The project enhances wireless telecommunications, internet connectivity and data download rates and capacity in the vicinity where radio frequency (RF) engineers have determined existing conditions provide inadequate coverage and capacity to area residences and businesses. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. il:!fil0 Southwestern portion of the intersection of NE 3,d St and Jefferson Ave NE in the City of Renton, in public Right of Way, just behind the back of curb of the improved street and the NE corner of a parcel who's land use is an existing commercial storage facility. 8. ENVIRONMENTAL ELEMENTS il:!fil0 1. EARTH a. General description of the site il:!fil0 (check or circle one): Flat. rolling, hilly, steep slopes, mountainous, other~~~~~~ b. What is the steepest slope on the site (approximate percent slope)? il:!fil0 2-3 degree, nominal slopes. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. il:!fil0 4 https ;// mobi I itie949-my .sharepoint.com/pe rso nal/bnguyen _ mob ilitie _com/Documents/ J urisdictions/Rento n/Submitta I Docs/9WAX000311A/9WAX000311A _ Envirnn menta IChecklist_ 20160727 .docx.doc Rev: 08/2015 A soils report will be produced subsequent to city planning approval. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. I!N!Q1 No. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. I!N!Q1 Reference the structural analysis submitted as part ofthe City CUP. Removal and re- compaction of soil is limited to pole install. No significant soil removal off-site is expected. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. IlN!Q1 Nominal. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? I!N!Q1 2-4 square feet for pole circumference allowance. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: IlN!Q1 Restoration of grass and any paving impact. 2. AIR a. What types of emissions to the air would result from the proposal during construction, operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. I!N!Q1 s https ;//mob i I it ie94 9-m y. s ha re poi nt. com/ person a 1/b nguye n ~mob i I it ie _ co m/Docu me nts/ J u risd ictio n s/Rento n /Sub m itta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 Reference EME report. Emissions prove well below established thresholds. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. ~ No. c. Proposed measures to reduce or control emissions or other impacts to air, if any:~ None beyond any described in the EME Report. Other than Energy {electricity), all below sections ore either non-applicable or hove been adequately described above. 3. WATER a. Surface Water:~ 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into.~ Not Applicable. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans.~ Not Applicable. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. ~ Not Applicable. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known.~ Not Applicable. 6 https://mobi I itie949-my .share poi nt.com/personal/bnguyen_mobi I itie_ com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. U:J.gj2l Not Applicable. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. U:J.gj2l Not Applicable. b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. U:J.gj2l Not Applicable. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals.; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. U:J.gj2l Not Applicable. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. U:J.gj2l Not Applicable. 7 https :// mobi litie949-my .share point.com/persona 1/bnguyen _mobilitie _com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 2) Could waste materials enter ground or surface waters? If so, generally describe. I!:J.filQl Not Applicable. 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. Not Applicable. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: Not Applicable. 4. PLANTS I!:J.filQl a. Check the types of vegetation found on the site: I!:J.filQl __ deciduous tree: alder, maple, aspen, other __ evergreen tree: fir, cedar, pine, other __ shrubs __ grass __ pasture __ crop or grain __ orchards, vineyards or other permanent crops. __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: water lily, eelgrass, milfoil, other __ other types of vegetation b. What kind and amount of vegetation will be removed or altered? I!:J.filQl Not Applicable. c. List threatened and endangered species known to be on or near the site. I!:J.filQl Not Applicable. 8 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A _ Environme nta ICheckl ist_ 2016072 7 .docx.doc Rev: 08/2015 d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: ~ Not Applicable. e. List all noxious weeds and invasive species known to be on or near the site. Not Applicable. 5. ANIMALS a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include:~ Birds: hawk, heron, eagle, songbirds, other:------------ Mammals: deer, bear, elk, beaver, other:------------- Fish: bass, salmon, trout, herring, shellfish, other---------- b. List any threatened and endangered species known to be on or near the site.~ Not Applicable. c. Is the site part of a migration route? If so, explain.~ Not Applicable. d. Proposed measures to preserve or enhance wildlife, if any:~ Not Applicable. e. List any invasive animal species known to be on or near the site. Not Applicable. 9 https:/ /mo bilitie949-my .sharepoint.com/personal/bnguyen _ mobi I itie _com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc.~ Connection to existing electric utility pole, likely by overhead (versus underground) where ultimate connection method is determined during utility coordination with the local provider at a later stage. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. ~ Not Applicable. c. What kinds of energy conservation features are included in the plans ofthis proposal? List other proposed measures to reduce or control energy impacts, if any:~ Not Applicable. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe.~ Not Applicable. 1) Describe any known or possible contamination at the site from present or past uses. Not Applicable. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. Not Applicable. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. 10 https ;//mobi I itie949-my .sharepoint.com/pe rso nal/bnguyen _mob ilitie_com/Docu ments/J urlsdictions/Renton/Submitta l Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 Not Applicable. 4) Describe special emergency services that might be required. Not Applicable. 5) Proposed measures to reduce or control environmental health hazards, if any: Not Applicable. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? .[bfilQl Not Applicable. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site . .[bfilQl Not Applicable. 3) Proposed measures to reduce or control noise impacts, if any: .[bfilQl Not Applicable. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. lbfilQI Not Applicable. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not 11 https://mobilitie949-my .sha repo int.com/ personal/bnguyen _ mobi I itie _com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or non-forest use? [bgjQ] Not Applicable. 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: Not Applicable. c. Describe any structures on the site. [bgjQ] Not Applicable. d. Will any structures be demolished? If so, what? [bgjQ] Not Applicable. e. What is the current zoning classification of the site? [bgjQ] Not Applicable. f. What is the current comprehensive plan designation ofthe site? [bgjQ] Not Applicable. g. If applicable, what is the current shoreline master program designation of the site? [bgjQ] Not Applicable. h. Has any part of the site been classified as a critical area by the city or county? If so, specify. [bgjQ] Not Applicable. 12 https://mobilitie949-my .sha repo i nt.com/personal/bnguyen_mobi I itie_ com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A _ E nvi ronme ntalChecklist _ 20160727 .docx.doc Rev: 08/2015 i. Approximately how many people would reside or work in the completed project?~ Not Applicable. j. Approximately how many people would the completed project displace?~ Not Applicable. k. Proposed measures to avoid or reduce displacement impacts, if any:~ Not Applicable. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: ~ Not Applicable. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: Not Applicable. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing.~ Not Applicable. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing.~ Not Applicable. 13 https://mobilitie949-my.sharepoint.com/personal/bnguyen_mobilitie_com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/201S c. Proposed measures to reduce or control housing impacts, if any: 1.b.filQ] Not Applicable. 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? 1.b.filQ] Not Applicable. b. What views in the immediate vicinity would be altered or obstructed? 1.b.filQ] Not Applicable. c. Proposed measures to reduce or control aesthetic impacts, if any: 1.b.filQj Not Applicable. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly OCC LI r? 1.b.filQj Not Applicable. b. Could light or glare from the finished project be a safety hazard or interfere with views? 1.b.filQl Not Applicable. c. What existing off-site sources of light or glare may affect your proposal? 1.b.filQj Not Applicable. 14 https://mobilitie949~my .sharepoi nt.co m/ personal/bnguyen _ mobil itie_ com/Documents/Jurisdictions/Renton/Su bmitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 d. Proposed measures to reduce or control light and glare impacts, if any:~ Not Applicable. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? ~ Not Applicable. b. Would the proposed project displace any existing recreational uses? If so, describe.~ Not Applicable. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any:~ Not Applicable. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe.~ Not Applicable. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Is there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources.~ Not Applicable. 15 https://mobilitie949~my .sharepoint.com/persona 1/b nguye n _ mobi I itie_ com/Documents/Jurisdictions/Renton/Submittal Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. ~ Not Applicable. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. Not Applicable. 14. TRANSPORTATION a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any.~ Not Applicable. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop?~ Not Applicable. c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate?~ Not Applicable. d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private).~ Not Applicable. 16 h tt ps ://mo bi I iti e94 9-my. share point. com/ pe rso n a 1/b nguye n _ma bi I it ie _ co m/Docu me nts/ J u ri sd ictio ns/Rento n/5 u bm itta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. I..b..tlE1.l Not Applicable. f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and non-passenger vehicles). What data or transportation models were used to make these estimates? 1llilli2l Not Applicable. g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. Not Applicable. h. Proposed measures to reduce or control transportation impacts, if any: 1llilli2l Not Applicable. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. lllilli21 Not Applicable. b. Proposed measures to reduce or control direct impacts on public services, if any.l.b.fil(ll Not Applicable. 16. UTILITIES a. Check or circle utilities currently available at the site:l.b.fil(ll 17 https://mo bilitie949-my. sha repoint.com/perso na 1/b nguyen _ mob ilitie _com/Documents/ J urisdictions/Rento n/Submitta I Docs/9WAX000311A/9WAX000311A_Environmenta1Checklist_20160727.docx.doc Rev: 08/2015 electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other ---------------- b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Illitl!ll Not Applicable. SIGNATURE Illitl!ll The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Proponent Signature: __ c ___ x====-----~----------------- Name of Signee (printed): __ l=.,2!;~~"~/~:...=....,~~.A/."-"fz~""'""v~=~-~/ _________ _ Position and Agency/Organization: Date Submitted: _q..,..~I:~' B~/~/~"'------ 18 https://mo bilitie949-my .sharepoint.com/personal/bnguyen _ mobi I itie _com/Documents/Jurisdictions/Renton/Su bmitta I Oocs/9WAX0003 ! !A/9WAX0003 ! !A_ E nvi ro nme nta IChecklist _ 20160727 .docx.doc Rev: 08/2015 Site ID: 9WAX00031 l Radio Frequency-Electromagnetic Energy- EME Measurements & Compliance Report Site ID: Market/Region: Site Name: Address: Latitude: Longitude: Site Type: 9WAX000311 Washington 9W AX000311 A NE 3rd St. and Jefferson Ave. NE, Renton City, WA 98056 47.487263 -122.180208 Utility Pole Compliance Status: Proposed equipment at the site is compliant with FCC guidelines for General Population environments Prepared for: Network Transmission Authority WA, LLC 3972 Barranca Parkway, Suite J-606 Irvine, CA 92606 By ATG LLC Date:05/02/16 ATG LLC I 2711 Centerville Road. Suite 400. Wilmington. New Castle County. Delaware 19808 Site ID: 9WAX0003 l l TABLE OF CONTENT 1 EXECUTIVE SUMMARY ........................................................................................................ 3 2 MAXIMUM PERMISSIBLE EXPOSURE (MPE) SIMULATION RESULTS FOR PROPOSED SITE ............................................................................................................................ 4 3 ANTENNA INVENTORY ....................................................................................................... 4 4 MODELING SUMMARY AND ASSUMPTIONS ................................................................. 6 4. 1. 1 General Model Assumptions ................................................................................... 6 4. 1.2 Use of Generic Antennas ........................................................................................ 6 5 PREPARER CERTIFICATION ................................................................................................ 7 APPENDIX A ................................................................................................................................. 8 FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS ............................. 8 APPENDIX B ................................................................................................................................ 10 GLOSSARY OF TERMS ............................................................................................................... 10 APPENDIX C ............................................................................................................................... 11 ROOFVIEW EXPORT FILE .......................................................................................................... 11 ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX00031 I 1 Executive Summary Purpose of Report ATG LLC's RF Engineering has conducted radio frequency electromagnetic (RF-EME) modeling for Network Transmission Authority WA, LLC's Site 9WAX00031 l located at NE 3rd St. and Jefferson Ave. NE, Renton City, WA. This modeling is completed to determine RF-EME exposure levels from proposed carrier wireless communications equipment at this site. The Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for general public exposures and occupational exposures. The details of FCC defined exposure limits are provided in Appendix A of this report. This report also summarizes the results of RF-EME modeling in relation to relevant FCC RF-EME compliance standards for limiting human exposure to RF-EME fields in section 2 of this report. The purpose of this report is to show the compliance status of the predictive models for four sample sites according to FCC General Public/Uncontrolled Exposure and Occu- pational/ Controlled Exposure guidelines. Analysis results included in this report are based on drawings dated May 02nd, 2016 Statement of Compliance Based on analysis of predictive modeling, there are no modeled exposures on accessi- ble ground level walking/working surface related to carrier's proposed equipment that exceed FCC's general public exposure limits at this site. Proposed equipment at the site is compliant with FCC guidelines for general population environments. ATG LLC I 2711 Centerville Rood. Suite 400. Wilmington, New Castle County. Delaware 19808 Site ID: 9WAX00031 I 2 Maximum Permissible Exposure (MPE) Simulation Results for Proposed Site The Roofview modeling predictions assume that the antennas are operating at I 00% capacity; that all antenna channels are transmitting simultaneously and that the radio transmitters are operating at full power. Obstructions (trees. buildings etc.) that would normally attenuate the signal are not taken into account. As a result. the predicted signal levels are more conservative (higher) than the actual signal levels will be from the measurement conclusions. MPE simulations are calculated on 40'x40' scale around the site location. Table 1: Maximum Permissible Exposure-Summary Location % of FCC General % of FCC Power Compliance Public/Uncontrolled Occupational/Controlled Density Status Exoosure Limit Exoosure Limit (mW/cm2l Ground 1.90 0.38 0.0190 Compliant 3 Antenna Inventory The Antenna Inventory shows all transmitting antennas on the site (see Table 2). This inventory was used by ATG LLC to perform software modeling of RF emissions. The inventory is in line with the site diagrams on this report. identifying each antennas location at the site. For other carriers. if present. at the site. the use of '·Generic" under antenna model. or "Un- known" for operator means the information with regard to the carrier. their FCC license and / or antenna information was not available nor could it be secured while on site. Equipment. anten- na models and nominal transmit power were used for modeling, based on past experience with radio service providers. Table 2: Antenna Inventory 0 N c -E 2 (lJ I :, :£" 0 Q_ ::;;: >-0 0) o- >-0) 1J -(lJ (lJ 0) 0 (lJ >--0 3: "' qi u 1J "' Ill 1J C Q_ 0 >-0 1J El [I! ~ -1J 0 u 1J o-C C C C C Q_ C ::;;: 0 :, .r: :, 2 -C ~ -s -.r: 0 aj Ill .c °' ·a ::;;: E c- C (lJ :, u w l') E 0 1J l5 .,: '§ c CY (lJ Q_ ~ .~ ~ >-.,: C ·s, .,: [I! E' .,: 0 ~ u ~ >-I 1 Sprint Microwave 1500 LTE 367.3 35.65 Andrew VHP-159 2.0 1 315 38 119.0 1 Sprint Microwave 1500 LTE 367.3 35.65 Andrew VHP-159 2.0 1 135 38 119.0 1 Sprint Microwave 1500 LTE 367.3 35.65 Andrew VHP-159 2.0 1 315 38 98.0 1 Sprint Microwave 1500 LTE 367.3 35.65 Andrew VHP-159 2.0 1 135 38 98.0 ATG LLC I 2711 Centerville Road. Suite 400, Wilmington. New Castle County, Delaware 19808 Site ID: 9WAX00031 I The operating power of each frequency, for modeling purposes, was assumed to be the following. Operating Powers Per Sector Frequency {MHz) Power {Watts) # of Transmitters 1500 0.1 1 The maximum Effective Radiated Power {ERP) for each carrier and frequency is summarized below. Effective Radiated Power IERPJ oer Freauencv Frequency /MHz) ERP (Watts) 2500 367.3 ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX000311 4 Modeling Summary and Assumptions 4.1.1 General Model Assumptions In this report, it is assumed that all antennas are operating at full power at all times. Software modeling was performed for all transmitting antennas located on the site. ATG LLC has further assumed a l 00% duty cycle and maximum radiated power. The site has been modeled with these assumptions to show the maximum RF energy density. ATG LLC believes this to be a worst case analysis, based on best available da- ta. 4.1.2 Use of Generic Antennas For the purposes of this report, the use of 'Generic' as an antenna model, or 'Unknown' for a wireless carrier, means that the information about the carrier, their FCC license and/ or antenna information was not provided and could not be obtained while on site. In the event of unknown information, ATG LLC will use industry specific knowledge of equipment, antenna models and transmit power to model the site. If more specific information can be obtained for the unknown measurement criteria, remodeling of the site is recommended. If no information is available regarding the transmitting service associated with an unidentified antenna, using the antenna manufacturer's published data regarding the antenna's physical characteristics makes more conservative as- sumptions. ATG LLC I 2711 Centerville Road. Suite 400. Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX00031 I 5 Preparer Certification I, Preparer. state that: • I am an employee of ATG LLC that provides RF-EME safety and compliance ser- vices to the wireless communications industry. • I have successfully completed 1 ODs of RF-EME exposure studies and reports for various carriers. • I am aware of the potential hazards from RF-EME exposures and would be classi- fied "occupational" or "general public" under the FCC regulations. • I am familiar with the FCC rules and regulations as well as OSHA regulations both in general and as they apply to RF-EME exposure. • I have reviewed all the data related to the site and incorporated it into this study and Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. Shafin Mohammed (RF Engineer) (571 )-762-8068 ATG LLC I 2711 Centerville Road, Suite 400. Wilmington. New Castle County, Delaware 19808 Site ID: 9WAX00031 I Appendix A Federal Communications Commission (FCC) Requirements The FCC has established guidelines and limits for Maximum Permissible Exposure (MPE) for human exposure to Radiofrequency Electromagnetic Energy fields. MPE limits are based on exposure limits over a wide range of frequencies recommend- ed by the NCRP and the exposure limits developed by the IEEE and adopted by the American National Standards Institute (" ANSI") to replace the 1982 ANSI guidelines. The limits for localized absorption are based on the recommendations of both the ANSI/IEEE and the National Council on Radiation Protection and Measurements (NCRP). The potential hazard associated with the RF electromagnetic fields is discussed in OET Bulletin No. 65 "Questions and Answers about the Biological Effects and Potential Haz- ards of RF Electromagnetic Fields". This document can be obtained on the FCC web- site at http://www.fcc.gov As per FCC guidelines there are two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general pub- lic/uncontrolled exposure limits for members of the general public. Occupational/controlled exposure limits apply to situations in which 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. Limits for occupational/controlled exposure also apply in situations when an individual is transient through a location where occupational/controlled limits apply provided he or she is made aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means General public/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment and not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Table I (A& B) and Figure I below, which are included within the FCC's OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a sub- stantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are "time- averaged" limits to reflect different durations resulting from controlled and uncontrolled exposures. FCC's MPE is measured in terms of power (mW) over a unit surface area (cm2), also referred as power density, the FCC has established the limit of an occupational MPE of 5 milliwatts per square centimeter(mW/cm2) and an uncontrolled MPE of I mW/cm2. The above mentioned limits are for equipment operating in the 1900 MHz and 2500 MHz ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Site ID: 9WAX0003 l l frequency ranges. For the equipment operating at 800 MHz, the FCC's occupational MPE is 2.66 mW /cm2 and an uncontrolled MPE of 0.53 mW /cm2. (A) Limits for Occupational/Controlled Exposure Frequency Range Electric Field Magnetic Field Power Density (S) (MHz) Strength (E) Strength (H) (mW/cm1) (Vim) (Alm) 0.3-3.0 614 1.63 ( I 00)* 3.0-30 1842/f 4.89/f (900/f')* 30-300 61.4 0.163 1.0 300-1,500 ----f/300 1,500-100,000 ----s (B) Limits for General Public/Uncontrolled Exposure Frequency Range Electric Field Magnetic Field Power Density (S) (MHz) Strength (E) Strength (H) (mW/cm1) (V/m) (Alm) 0.3-134 614 1.63 ( I 00)* 1.34-30 824/f 2.19/f ( 180/n• 30-300 27.5 0.073 0.2 300-1.500 ----f/1 .500 I .500-100.000 ----1.0 f -Frequency ,n (MHz) * P1ane-wave equivalent power densiry f = frequency in MHz *Plone-wave equivalent power density Table 2 1000 -.----~--------~---~---, 1100 ! ~ E 10 ;;; 5 ! ! 1 .. • w 0.2 ---Occupat1onal/Controlierj E~posure (upper l1m11) --• • -----Genera.I Populat1onil_;ncont rolled Exposure (!ower) , ' Averaging Time [E]1 , [H]1 , or S (minutes) 6 6 6 6 6 Averaging Time [E]', [H]1 , or S (minutes) 30 30 30 30 30 0.1 +----~ ........ ---'---~-+=±=--='*.--lf---d lO JOO 1500]000 30.000 l00.000 Frequency (MHz) 100,000 0.03 0.3 1.34 3 Figure 1 The above mentioned FCC guidelines define MPE limits that are designed to provide substantial margin of safety for continuous exposure of all persons regardless of gender, age, size or health. FCC Compliance Requirement A site is considered non-compliant with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier or operator's installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 Appendix B Glossary of Terms Site ID: 9WAX000311 I. Electromagnetic Field (energy density) -the electromagnetic energy contained in an infinitesimal volume divided by that volume. 2. Exposure -Exposure occurs whenever and wherever a person is subjected to electric, magnetic or electromagnetic fields other than those originating from physiological processes in the body and other natural phenomena. 3. 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. 4. Maximum Permissible Exposure (MPE) -therms 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. 5. Occupational I 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. Occupational/controlled 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/controlled limits. 6. Power Density (SJ -Power per unit area normal to the direction of propagation, usually expressed in units of watts per square meter (W /m 2 ) or. for convenience, units such as milliwatts per square centimeter (mW/cm 2 ) or microwatts per square centimeter (µW /cm\ ATG LLC I 2711 Centerville Road, Suite 400. Wilmington. New Castle County, Delaware 19808 Appendix C Roofview Export File ,[••, ' ·~--,. ·" ,.,.,., '~ 1,, Site ID: 9WAX000311 ,.,,,~ ,., ,,:,:. --~'' ATG LLC I 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808 R_~ _{Rcidic)frequency) Justification, (3) Transport Utilit:'__J)c.:, l. NE 4ni Street and Union Ave NE (9WAX000309) 2. NE 3 1 j St and Jefferson Ave NE (9WAX0003 l l) 3. Nc1c:hes Ave SW and SW 7th St(9WAX000331) mobilitie ntc!!1ql.'!lt r1+r,,:.t1;,i,_iJ,..-t_ PROPRIETARY & CONFIDENTIAL V/~1y Tr1ese Locations are Important ? -·--------------· -----------~--------------- Network data traffic is projected to grow 1 O times over the next 5 years per Cisco's latest VNI Forecast ---------- Sources of data growth: 53% CAGR 201~2020 • Smartphone Use :,5 30.6 EB 30 • Video Transfer 25 21.7 EB • Public Safety Applications • Connected Homes E xabytes 20 F. er Monlh , 15 14.9 EB 9.9EB • Connected Cars • Connected "things" 10 6.2 EB 5 3.7EB • (J- 2015 2016 2017 2018 2019 2020 - Network resources must be planned and built to support this data transfer. Since there is not always a high speed network cable available, wireless transport options will need to be smartly placed to provide the necessary capacity. This network will be the enabler for cutting edge data technologies. 11IOl>ilitie PROPRIETARY & CONFIDENTIAL 2 c:or1siderations for smartly-placed wireless trc1t'1\t . Placement of wireless transport should consider: • Proximity to points-of interest • Ability to adapt to evolving data sources • Clear path for aerial connectivity • Hub connection options to optical fiber • Redundancy connections to optical fiber • Sufficient structure height to rise above cellular device "noise" A correctly designed network will provide the resources and capacity for area consumers to be on the forefront of technology advancement. High speed wireless transport extends network connectivity to the edge of demand areas without disrupting the underlying environment. The alternative is a view of technology innovation and capability without infrastructure to support it. 1110bilitie PROPRIETARY & CONFIDENTIAL 3 ',~, • / •/ /,: <~' r,\" ,~;;_.-' Building L Bultl(IIJK / Bulidi119 ~ -AUlOIM!IV~ 1 1lobt:1;Carnpu; Cen;er ·'.:1-'J Bwldi11ijD ±; &irkJ,nQ J • ~i.,ild;ng li-- Bo,ir~~'.i -e,;'1f1okig·1 8u,k11i11jF Bu1i<hyt E ~le,:nr,al Mectuncal • Fc,n.a:ile, ~ Pen,·, f;,ctnicalColl~ge ~1lrl1i1QB :J 'Ell'::! K")() '.:11(1'1 1\' •1a1f·5 M~,·,1':'I ~~·~t U :1c1.,l·1!!ln\-s ~ ti1gMlanos " ~{,;, '!l ,;:. · Rentan W,\ ~i[)<·,n,,l~; ;I I· 1110bilitie .. a The entire view includes roadways which will require data services from the "connected cars" and "connected emergency vehicles" in the near future j ' Re'nfon, WA r1: C " Sc: • H•lllop i·i the Higt~fl,'(:~ Ce<iaf Park Apar:rren:o • ! ;1 ~IE 4th S: ' .;~ 1·L :t>;p1 [,[ 1-·:I',) i·.~ ~t_l1 '.J Points of interest which can have data served by these transport sites z ' ,- c e ' ' Above I he C(1! Baroershop • \1-,:0 'L 1 ,- • C<OV111 P:.nle -:;i " ~F 4111 ·:.11 Way~,fl~~r. ~).,.(' Fiber Splice Points to allow hub connectivity for reach to global internet. Close proximity reduces need for major construction project. • n .. ~ •~·"-~~•- PROPRIETARY & CONFIDENTIAL '7: f " 7 ; .. ] t.F r,1,1: fj:: ·,,i, ~· l,L i:,t I ~t_ tjf '.a'.'11_! '.t ·111· _/ SJk,•;ay 11h<JTIOCJ I • 24 Hour' 11ne~; ~1 rarn ·1m~ " Auloione I JI ~' ~ · .• \E,ltf'.St_,,,..'", 9WAX000309 llOI Le.; s:ti .... eb I re C~11er 4 \ ' ' ll1rW111 I J -·1'. I i -:, - di ~ ~ l'.' ~ !\ rr Renton, WA " :: iYj' -?· -:,':t"J ~). ,::·.-. ""tiCi-r.i•"n~s ~ l·'.~1/\,f t'J.b)',1/,1~) i,;- z .T ' l! C i.T JI "' 1"' t Dill!' R1chnr~ ilaH J' .,,{' ).'.l ,~·.1·, ~;j ~'11 :is ,\.,.. ,r ,, -:-f_ ' ~ ~ Re~t011 lo....nr.~:;; Wind50I 111Ws Par~ W1nrnr Pt~! Hotel The entire view includes roadways which will require data services from the "connected cars" and "connected emergency vehicles" in the near future z T ::'.;I s ., ' C ,, :' ,, r ·]y. ~·,,.. . •: \L JJ-~, Points of interest which can have data served by these transport sites .• C r > fl Hfr1tD!'~ 1~1 ~!hod1sr C:hlJl'cn " •. " ' ,· ,, T [)eparJr,enl Of m- l1d11~p,t1~1ion ' z T T \_\: L,l'' '~\ '\~ ' M4t.·:.t AHCO i' £:. 1·' :/'S' "~' ~v.,.· ;; : '·IF ' ' A;,/· ~·.1rri_~·:•· ~ ,. " ~ fedlnologi, Budd1190 &liking K • 41.ilOl!l; Bu~1r,q, I BL.1kimg 11·· &15i~e5~ leehoolmn luldm~' ei.i.o111JE Elec1u,.a. Ml'Ch~r~ul I Port.ible5 ~ Rei-to~ lecnricalCal~ge Hesoorce Buid""l B cenw ,, 1\ /i,i\\·.. 1 ;:~, r.1ng foilr/J, f'a1i:; ,;a,nlt":~.·ff IJ1sr.oun! 11rf Srnrp -1;~nton. WA Wave Fib Cable l,1•Ucnald\ : 1 z T ·1. J:1 _-I ,idlt~f Ce<!~r Par~ ,\r.~'l!'ler I 1·,E ltl·SI 1_.iCf~l,OOd ''·1io:1~l Far, 1_n \·~l:-v'..., -....... ~ .. I Fiber Splice Points to allow hub connectivity for reach to global internet. Close proximity reduces need for major construction project. + _e~i".gton tll;!gh1s ~p'lf'.me11s ir :1enton I 11,ot:,i litie Go gle . ;._I'.:,\. , ·1.,\0 ~i- t~t.. he StDf·Hous~ SfH S:ora~ lle~11ou. WA PROPRIETARY & CONFIDENTIAL 9WAX000311 5 A ' --..,0 .,_ "ti"' '-~ ~ :, ,, /Ii ~ .PO', LI' ' Renton, WA r 1;.'.1 \, I!'.: ··-;, t " J ' ? ,- y ,_ ,- l r t ;1 ' ,~ \ '" s":.I'" 1ie1t')!' Connte ~,~vd<'fi The entire view includes roadways which will require data services from the "connected cars" and "connected emergency vehicles" in the near future ~(/hp; -t I ~4\l'IO\ flee Ml:1er t ,!'cl ~1111;'1 ;: i'td IJ.Pje' > Hemor. St,o~in·; 2~ntt"f • ~,,,,,, S '43,-a St ;, p A111ttka'~ Bfs! 'l~k;e If'~ & SUlle~ 7 -~. --- ~1,'' "'"' Swhre Sporti 1 I -.. ., " f ~ l .. 'C Bleo,. ~.,-fr1ver .lJt ti\1\;r, . .,. I'({ .. ,)11· i< " I < • • C 0 ' z 9WAX000331 i:iul1nglo:1·~11li Co.ir>f ~ f'ra15C(1 -~ioffsS1ooal Cl'llter 1 ,, Haoi1al for HllfT),ln1ty '!' S@a:1le-Kln,;; Coun·.y Wave Fiber Cabl '3W 71h S! Wasatcn H1H~ Apartment~ • ~' ' i1,Jf11 liet f'clk I q\ ',~ ,,.. SW 7th St f Pil51 fl,;'l•I · C 'f ,, o; ~ l;"{\e;f'', \',,tlfrl'iO'ti Gar,:iens ,-1' ef > < i 0 > I ll'T'f1lj M,(;: ll1iid'l0.0Sf "DK Uclkel L-: _ rs1:,,/o ~r,_ "fr t,001ewc-O(] ~u,te~ !.If 1-IIIIDn Sta11~. 'RCOC"\l "' i< a <i § " J '°' King C%nif Sr,ll:n -· iree1r)('ntf1ari ,,, ,, ~ 1, s,,, 1 M.Y'.ufam1prs M111eral "'l, ' ~ ' \ t • ' ~ " $ Fiber Splice Points to allow hub connectivity for reach to global internet. Close proximity reduces need for major construction project. Airgas Fill Pllnt io [nlt1p11~eR~nT-A·Cilf '.,. ,-1 _ll,;j ·1~,1~ ,-Jl ., ~ l ~ • ~ ,.,, ~ ' ,\, \', . ,·,{-'~,I"'" S°fl 1C\t:I Sl •/I"'! ':/• Points of interest which \1 ~,) -~·~"-~ '0 ·,~ ; Cf ~ \ -_,;;e,1e>Dts •. 1,"l,'·1 ~-----.~~-·- -"""---,_ __ i~'----~ ..... ~ .,, ,,.:,,·1-'ro·-~·1·_!'_-:::--__ :-:;.t:~~~~ ..P ,y .. l-1 -..... 1.., ge~~--:-:~,· ------· can have data served by these transport sites .,.s-' Ji. .t,,~~···' Sh111~pfmrp~1 i,1 ·,'i-''• -SJ ~ .. :-.Jl ,;·L'"- ~,7\\\$1 ~\'?-r-e; .. mobilitie PROPRIETARY & CONFIDENTIAL 6 s ,'\( ll:.•1,fl • + ~ Netvvork Diagram Transport Hub to Fiber. Redundancy Site Q Regular MW Site + J The Transport hubs provide interconnection between neighboring MW locations and long run optical fiber J Redundancy sites provide robustness within the network in the event of an outage or temporary obstruction ••M"lll"11iilitie c7 2123.33N 1221111MW 9WAX000331 '1212U7N 122102.IIW t7 27 30.ll7 N 12212'6.0IW t7ft1UION 122 t20UJOW PROPRIETARY & CONFIDENTIAL U272211N 12211 DI.NW '7!019.01 N 1220929.IIW 9WAX000309 47 2'46.02 H 1220914. ... W 47 21JU1 N 1220IOU1 W 7 co DetcJilecJ Er,gineering Analysis Confirms Solutior, ()-,,/ T€~rr-c1in -Lir,e-of-Sight is the key --a ....... :t, t. Iii ~ T~ [lG6rr, f51)!1' ~-! (,ii IW(l il tr.,.. 220 210 100 •i"_~. -~f:n:I "' .'!'_ ~_,hj1LIP __!__. P,;l[lo Microwave Antenna Height at 33.5 m. to get clear line of sight. r-~ ~1-,i.... ~---·--"-·- ------------1>0 1'0 130 120 110 I"" I '<JI ! J:IOI-, ' I JO! oo! I 'iO! 140' ,Of .. 2t)'a·----02 -·04 tl6--o.e 10 12 14 16 1s 20 22 2-4 2& 2a 10 · 32 l-4-36 1a .to -12 .-.. 4{; ..1rn 9WAX0003Q!I OK'4ff'i K 110C(I Ut\z TR-TR km -m 2 38 km 48 4 m -41 ?6 4!) ll2 N 1110bilitie PROPRIETARY & CONFIDENTIAL 9 [)etoiled Et1gir1eering Analysis Confirms Solution Tc:rrcJir1 --Litl(:-of-Sight is the key -•r..;r;;;-·~· ~. Ho•·" -~['Id 2101- 200 l<>J 180 170 160 1\0 --·---------Iii ,c 1"1 :1:1 h 111 .A. 1 _._!_. Pg Up _".. ~·.~r .. Microwave Antenna Height at 33.5 m. to get clear line of sight. 1~0,,., --? ·• e..e'.I ... _ r .. 1 ... ~Ol"t --i °"' ( .. ) ,- ----·-----·-·---· 140 ------~--- 1:-101~ i 120 "" 100 I 90 180 I ]Q 60 50 40 101- 21),, '0'"a-~o-, -o ... 2~-0""1--..--0 4 9WAX0003U o~ 06 01 oe 09 ,.. , 5 1 6 1 I , e , 9 2 a 21 12 21 24 25 26 21 28 29 JO 11 31 ll -~ 4~ ~,.&K 1100lMHl lR-ffi ml-m I 14km 1216m -i1 u :n 19 r1i ........... litie PROPRIETARY & CONFIDENTIAL 10 DE:tciiled Engineering Analysis Confirms Solution C) Terrc1ir1 -Line-of-Sight is the key 1"'1 :,:, (, n, ~ ............ .;. ; f.-.d 130 1Xh- 110 100 9(h-- &h- /0•- 00 i i ~. ' '° 30,- ,'1) I •O I 0 0 01 • o( TR•,., - .1, .!: Microwave Antenna Height at 33.5 m. to get clear line of sight. 0? OJ 04 o, ·1 "'"' • ::>qc. .... 06 ----------------------------- l.,o,., iJ ·• ~ :+ ~ r~, .. ~ rr,.CWlult (Qt,.f __ .. -. ? 01 oa 09 10 11 , 2 13 " " '6 1 I 1 B 1 9 20 " / / ;i;i n 9WAX000331 CIN-'dh K 11000 MHl m-TR Ml -m 1 , :um , 1 , I'll ,1 26 2"J :ri ~• 1110l>i litie PROPRIETARY & CONFIDENTIAL 11 c: C)r,c~ I LJSi or1 Wireless transport is key to enable data innovation Proper placement of wireless transport locations will bring connectivity to the edge of even the most challenging terrain areas The explosion of data demand is showing no signs that it's growth rate will relax anytime soon The networks built today will serve the data demand of tomorrow Is your environment prepared? 1110l>ilitie ' ' ' PROPRIETARY & CONFIDENTIAL 12 May 18, 2016 Mr. Russ Lofquist Mobilitie 120 S. Riverside Plaza, Ste. 1800 Chicago, IL 60606 (608) 219-9905 Subject: Client Designation: Engineering Firm Designation: Tower Data: Dear Mr. Russ Lofquist, Structural Analysis Report Mobilitie Pole Prototype B+T Group Project Number: 120 Foot -Monopole Tower c:! .r B+T GRP B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 btwo@btgrp.com 104468.001.01.0002 B+ T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: Proposed Equipment Sufficient Capacity Note: See Table 1 for the proposed loading. This analysis has been performed in accordance with the 2012 International Building Code based upon an ultimate 3-second gust wind speed of 181 mph converted to a nominal 3-second gust wind speed of 140 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category II was used in this analysis. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at 8+ T Group appreciate the opportunity of providing our continuing professional services to you and Mobilitie. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: B+ T Engineering, Inc. Jerad Dotson Project Engineer tnxTower Report -version 6.1.4.1 Chad E. Tuttle, P.E. President 120 Ft Monopole Tower Structural A _ sis Report Project Number 104468-001.01.0002 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 -Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 2 -Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 -Section Capacity (Summary) Table 4 -Tower Components vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report -version 6.1.4.1 May 18, 2016 Page2 120 Ft Monopole Tower Structural A _ sis Report May 18, 2016 Page 3 Project Number 104468.001.01. 0002 1) INTRODUCTION This tower is a 120 ft. Monopole tower. The tower is designed for a wind speed of 140 mph per TIA-222-G. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 140 mph with no ice, 30 mph with 0. 75 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of O feet. Table 1 -Design Antenna and Cable Information Center Number Mounting Line of Antenna Level (ft) Elevation Antennas Manufacturer (ft) 115.2 115.2 1 107.3 107.3 1 107.2 107.2 2 102.2 102.2 3 99.7 99.7 3 97.2 97.2 3 95.2 95.2 3 93.2 93.2 3 90.7 90.7 3 88.2 88.2 3 3) ANALYSIS PROCEDURE Table 2 -Documents Provided Antenna Model 115" x 36" KMW Antenna Canister 6.25' X 54" MW Shroud 3' Microwave Dish Antenna ----------- 2500 MHz FILTER 2500 MHz RRU --------------- 800 MHz FILTER 800 MHz RRU 800 MHz FILTER --· ---------- 800 MHz RRU 1900 MHz RRU Number of Feed Lines 2 3 Feed Line Size (in) EW 7/8 Note I Document Remarks Reference Source N/A 3.1) Analysis Method tnxTower (version 6.1.4.1 ), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A 3.2) Assumptions 1) Tower and structures will be built in accordance with the manufacturer's specifications. 2) The tower and structures will be maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. B+ T Group should be notified to determine the effect on the structural integrity of the tower. tnxTower Report -version 6.1.4.1 120 Ft Monopole Tower Structural A _ sis Report Project Number 104468.001. O 1. 0002 4) ANALYSIS RESULTS Table 3 -Section Capacity (Summary) Section Elevation (ft) Component Size No. Type L1 110.417-Latticed Pole Leg 2 1/2 104.167 L1 110.417-Latticed Pole 3/4 104.167 Diagonal L1 110.417-Latticed Pole 1/2 104 167 Horizontal L1 110.417-Latticed Pole Top 1/2 104.167 Girt L1 110.417-Latticed Pole 1/2 104.167 Bottom Girt T1 104.167 -Leg 2 1/2 84.167 T1 104.167-Diagonal 84.167 T1 104.167 -Horizontal 5/8 84.167 T1 104.167-Top Girt 5/8 84.167 T1 104.167 -Bottom Girt 5/8 84.167 L3 84.167-60 Pole TP34.05x30.425x0.188 L4 60 • 30.5 Pole TP38.1x33x0.25 LS 30.5 • 0.75 Pole TP42x36.85x0.5 tnxTower Report -version 6.1.4.1 Critical Element 3 12 14 4 8 32 42 44 35 38 3 4 5 p (K) -48.344 -7.835 -1.080 1.592 -1.424 -157.061 -12.756 -2.588 1.808 -2.922 -9.981 -13.996 -24.195 F"'P_allow % (K) Capacity 220.058 22.0 10.032 78.1 4.694 23.0 6.362 25.0 4.694 30.3 -------·-,-----· ---· ···-·- 220.058 71.4 17.935 71.1 6.800 38.1 9.940 18.2 6.800 43.0 1184.280 64.3 1922.050 73.0 4893.110 79.1 Summary Pole (LS) 79.1 Latticed 22.0 Pole Leg (L 1) Latticed 78.1 Pole Diagonal (L 1) Latticed 230 Pole Horizontal (L 1) Latticed 25.0 Pole Top Girt(L1) Latticed 30.3 Pole Bottom Girt (L 1) Leg (T1 I 71.4 Diagonal 71.1 (T1) Horizontal 38.1 (T1) Top Girt 18.2 (T1) Bottom Girt 43.0 (T1) RATING= 79.1 May 18, 2016 Page4 Pass/ Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass 120 Ft Monopole Tower Structural A _ sis Report Project Number 104468.001.01.0002 Table 4 -Tower Component Stresses vs. Capacity Notes Component Base Flange Base Foundation (42" Diameter) Elevation (ft) Base Base Structure Rating (max from all components) = Notes: % Capacity 784 83.0 May 18, 2016 Page5 Pass/ Fail Pass Pass 83.0% 1) See additional documentation in "Appendix C -Additional Calculations" for calculations supporting the % capacity consumed. 4.1) Recommendations N/A tnxTower Report · version 6.1.4.1 APPENDIX A TNXTOWER OUTPUT rr ,ti' I 110.4ft 0 i ~ § ~ I ~ '' ! / 104211 ~ ~ ~ 8 ~ 0 0 ' ~ N 0 ~ g i _j "" ' . ~ 0 ~ ~ • . ~ • ~ 0 g ~ 60.0 ft § g ~ ~ 0 8 ~ • • N 0 ~ ~ " 30 5 fl ~ ~ ~ ~ g e M 0 ~ ~ ' 0.8 ft • 1 g . % 0 g 0 j I ~ I g I C _! ? ~ ~ l ~ ' 0 15 ~ j • " • ~ • 0 DESIGI APPURTENANCE LOADING TYPE -ELEVATION ----TYPE --ELEVATION ·------------------------Lightning Rod 1/2"x3' (P) 121 S 800 MHz RRU (P) 95 157 115" x 36'" KMW Anterma Canister (P) 115 208 BOO MHz RRU (P) 95.167 6 25' x 54" MW Canrsler (P) 110.417 · 104.167 800 MHz RRU (P) 95 167 3' Microwa~e Dish Antenna (Pl 107.167 BOO MHz FILTER (P) 93.167 3' M1cr01111ave Dish Antenna (P) 107167 800 MHz FILTER (Pl 93 167 20' x 44" TME Canister (P) 104.167 -B4 167 800 MHz FILTER (P) 93.167 2500 MHz FILTER (P) 102.167 800 MHz RRU (Pl ,0 S,;? 2500 MHz FILTER {P) 102.167 800 MHz RRU (PJ 90.667 2500 MHz FILTER (P) 102 167 800 MHz RRU (P) 90.667 2500 MHz RRU (P) 99.667 1900 MHz RRU (P) 88167 2500 MHz RRU (Pl 99.667 1900 MHz RRU {P) 88167 2500 MHz RRU (P) 99.667 1900 MHz RRU (P) 88167 800 MHz FILTER {P) 97.167 PPC Cabir,et (P} 4.5 BOO MHz FILTER (P) 97.167 Electric Meter (P) 2.25 800 MHz FILTER (Pl 97.167 MATERIAL STRENGTH GRADE Fy Fu ' GRADE I Fy FLI____J I A572-S0 so ks, 65 ksi AS72-65 65 ksi SQ kSI A514-100 100 ksi 120 ksi TOWER DESIGN NOTES 1 Tower designed for Exposure C to the TIA-222-G Standard. 2 Tower designed for a 140 mph basic wind in accordance with the TIA-222-G Standard. 3 Tower is also designed for a 30 mph basic wind with 0.75 in ice. Ice is considered to increase in thickness with height 4. Deflections are based upon a 60 mph wind 5 Tower Structure Class II. 6. Topographic Category 1 with Crest Height of 0.000 ft 7 TOWER RATING 79.1% ALL REACTIONS ARE FACTORED AXIAL 40K SHEAR MOMENT 1K .J , 80 kip-ft. TORQUE O kip-ft 30 mph WINO · 0. 750 in ICE AXIAL 24K SHEAR MOMENT 27K .J 1898 kip-ft. TORQUE I kip-ff REACTIONS -140 mph WIND B+T Group " 104468.001.01.0002 -Slimline 1.1 @ 140t 1717 S Boulder Ave. Suite 300 PcoJ,c 104468.001.01 B•T Tulsa, OK 74119 Client· Mobilitie Phone: {918) 587-4630 code TIA-222-G FAX: 19181 295-0265 Path Drawn by: bsevier Dale 05/12/16 App'd Scale Nl 0wg No. E 110.417 104167 84. 167 g 60000 C 0 :;:: ~ iii 30.500 0 750 --Vx -Vz Global Mast Shear (K) 50 Mx Global Mast Moment (kip-ft) 0 500 1000 1500 0 500 1000 '500 Mz 2000 110 417 104. 167 84.157 60.000 30.500 0.750 2000 B+T Group '" 104468.001.01.0002 -Slimline 1.1 @ 140r 1717 S Boulder Ave, Suite 300 eco;oct 104468.001.01 Tulsa, OK 74119 Client. Mobilitie Phone: (918) 587-4630 FAX: f918l 295-0265 Code· TIA-222-G Pa~ Drawn by bsev1er Date: 05/12/16 App'd: Scale Nl Dwg No E 0 110 417 104 167 S4. 167 E" 60.000 -r: 0 :;:, ca ~ iij 30 500 Deflection (in) s ' 10 TIA-222-G -Service -60 mph Maximum Values ,. .I Tilt {deg) Twist (deg) 0" 01 ____ _____j110 417 i104 167 :84 167 60.000 '30 500 ~--~-------~-----~ -~-~---~----,-~------~0750 0 B•T 0.5 0 0.05 01 B+T Group 0 ' 104468.001.01.0002 -Slimline 1.1 @ 1401 1717 S Boulder Ave. Suite 300 Projoci 104468.001.01 Tulsa, OK 74119 Client Mobilitie Phone: (918) 587-4630 FAX: 1918\ 295-0265 Code TIA-222-G Path· Drawn by: bsevier Date: 05/12/16 App'd; Scale N' Dwg No. E ------Round _ _ __ Flat 110 417 Face A 104.167 84 167 -~ 60 000 C 0 ., ., > a, iii 30.500 0.750 9"-110'5" ____ App In Face _ • _ • _ App Oul Fae,:, _. ··-Tn.,ss Leg Face B FaceC 110 167 110.167 104.16; 84167 50 000 s: s: ~ ~ ! s: ~ ;; ~ fj; r m g 8 30 500 0 750 B+T Group 0 ' 104468.001.01.0002-Slimline 1.1 @ 1401 B+T 1717 s Boulder Ave, Suite 300 Proiect: 104468.001.01 Tulsa, OK 74119 Clienl Mobilit1e Phone: (918) 587-4630 FAX 19181295-0265 Code Pa1h: TIA-222-G Drawn by. bsevier Date: 05/12/16 App'd: tnxTower J Page 104468.001.01.0002 -Slimline 1.1 @ 1mph 1 of 15 Project Date B+TGroup 1717 S Boulder Ave, Suite 300 104468 001.01 09:48:33 05/12/16 Tulsa. OK 741 /9 Client Designed by Phone: (918) 587-4630 Mobilitie FAX: {9/R) 295-0265 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Basic wind speed of 140 mph. Structure Class IL Exposure Category C. Topographic Category I. Crest Height 0.000 ft. Nominal ice thickness of0.750 in_ Ice thickness is considered to increase with height. Ice density of 56.000 pcf_ A wind speed of 30 mph is used in combination with ice. Temperature drop of 50.000 °F. Deflections calculated using a wind speed of 60 mph_ TOWERRATING: 79.1%. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is I. bsevier Local bending stresses due to climbing loads, feed line supports. and appurtenance mounts are not considered. Consider Moments -Legs Consider Moments -Horizontals Consider Moments -Diagonals Use Moment Magnification -.. 1 Use Code Stress Ratios 11· Use Code Safety Factors -Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Arc Concentric Section f:levarion Ji. LI 110.417-104.16 7 L2 104.167-84 167 LJ 84.167-60.000 Section J,engrh ft 6.2;0 20.000 24.167 Options Distribute Leg Loads As Uniform Assume Legs Pinned 'i1 Assume Rigid Index Plate 'i1 Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension '.i1 Bypass Mast Stability Checks '.i1 Use Azimuth Dish Coefficients ,/ Project Wind Area of Appurt. Autocalc Torque Arm Areas Add !BC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond lnner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X-Hrace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation -.J Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-G Bracing Resist. Exemption Use TIA-222-G Tension Splice Exemption Poles ,,I Include Shear-Torsion Interaction A[\',1ays lJse Sub-Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Splice Number Top Bottom Wall LenRth l!/" Diameter Diamerer Thickries.s fi _______ Jj_'!!_!_ _________ i_!L_ ______ !!}_ _____ ill~· 0.000 Round 8.625 8.625 0.500 0.000 4.500 Round 18 30.425 34.050 o;oo 0.188 Bend Rudius in 0.750 Pole Grade A572-50 (50 ksi) ,\;[4-100 (IOOksi) A572-65 tnxTower J Page 104468.001.01.0002 -Slimline 1.1 @ 1mph 2 of 15 B+TGroup Project Date 17!7 S Boulder Are, Suite 300 104468.001.01 09:48:33 05/12/16 Tulsa, OK 74119 Client Designed by Phone: (9/fl,J 587-4630 Mobilitie bsevier LU: (9/RJ 295-0265 Secrion Elevation Ser·tion Splice Numher Top Bottom Wail Bend Pole Grade Length Length (!f Diameter Diameter Thit'k11ess Radius /i /i /i Sides in in in in (65 ksi) L4 60.000-J0.500 ]4.000 5.000 18 JJ.000 38.100 0.250 1.000 A572-65 (65 ksi) L5 30.500-0.750 ]4.750 18 ]6.850 42.000 0.500 2.000 A572-65 (65 ksi) Tapered Pole Properties Section T1J) Dia. Area ' C /IC J 11/Q w wit in in2 /114 in in in' in4 in2 in LI 8.625 12.763 105.716 2.878 4]1] 24.514 211.432 6.378 0.000 0 8.625 12.763 105.716 2.878 4]1] 24.514 211.432 6378 0.000 0 L2 8.625 12.76] 105.716 2.878 4.313 24.514 211.432 6.378 0.000 0 ]0.425 47.006 5263.245 10.582 15.213 345.982 10526.490 23.489 0.000 0 LJ 30.894 (7.995 2078.659 10.734 15.456 134.49-0 4160.054 8.999 5.025 26.799 34.575 20.152 29 l 9.46 l 12.021 17.297 168.780 5842.764 I0.078 5.663 30.202 L4 34.194 25.987 )521.427 11.626 16.764 2!0.059 7047.487 12.996 5.368 21.472 38.688 30.034 5436.032 IJ.437 19.355 280.862 [0879.218 15.020 6.266 25.062 LS 38.17[ 57.687 9630.030 12.904 [8.720 514.430 19272.732 28.849 5.606 11.211 42.648 65.861 14330.412 14.733 21.336 671.654 28679.680 32.937 6.512 13.024 Tower G11sse1 Gusset Cusser Grude Adjusl. Fuc1or Adjust. Weight Mufi. D1mble Angle Dor,ble Angle Double Angle Elevation Area (per /lice) !i_ _ ___ fi' __ LI 110.417-104.1 67 1.2 104.167-84 [6 7 Ll 84.167-60.000 L4 60.000·30.500 L5 30.500-0.750 Thickness A1 Fae/or A, "' ---·---·-- 0 0 Sri1ch Boll Sritch Bolt Stitch Bolr SpacinR SpacinR SpacinR IJiawmals Horizontals Redtmdanls in in in Feed Line/Linear Appurtenances -Entered As Round Or Flat De.1·(·rip1im1 Secwr C11mp,menr Placement Total Number S1ar1/End Widrhor Perimeter Weight Type Number Per Row Posirion Diamerer fi in in kl/ ---------·----· --·--------·-· ·-· Safety Line 3/8 B Surface Ar 110.167 -0.750 0.000 0.375 0.000 IP) (CaAa) 0.000 ·-· tnxTower J Page 104468 001.01.0002 -Slimline 1.1 @ )mph 3 of 15 Project Date B+TGroup 1717 S Boulder Ave, Suite 300 104468 001.01 09:48 33 05112116 Tulsa. OK 74119 Client Designed by Phone: (9/RJ 5R7-4630 Mobilitie FAX: (9/RJ 295-0265 Feed Line/Linear Appurtenances -Entered As Area Description Face Allow Component P/acemenr Tora! CA.1 Weight "' Shield Type Number Le, I i2/Jr kl EW C No Inside Pole [07.167 -0.750 2 No Ice 0.000 O.OOl (Pi 1/2" lee 0.000 0.001 l"ke 0.000 0.001 '-' LDF5-50/\(718") C No Inside Pole [07.750 -0.750 J No Ice 0.000 0.000 (Pl 1/2" Ice 0.000 0.000 l" Ice 0.000 0.000 '-' LDF4-50A( l/2") C No Inside Pole l l0. l67 -[07.750 54 No Ice 0.000 0.000 (P) 1/2" Ice 0.000 0.000 I" Ice 0.000 0.000 '-' '-' Feed Line/Linear Appurtenances Section Areas Tower Section LI L2 L3 L4 L5 Tower Section LI L2 L3 L4 Tower Face Elevation ll0.4l7-I04.l67 A 8 C !04. l67-84. l67 A 8 C 84.l67-60.000 A B C 60.000-30.500 A B C 30.500-0.750 A B C A, 0.000 0.000 0.000 0.000 0.000 0 000 0.000 0000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 A,. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 C.1A.1 In Face I' 0.000 0.225 0.000 0.000 0.750 0.000 0.000 0.906 0.000 0.000 l.l06 0.000 0.000 l.l l6 0.000 C.1A.1 Our Face 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Weight K 0.000 O.OOl 0.027 0.000 0.004 0.043 0.000 0.005 0.052 0.000 0.006 0.064 0.000 0.007 0.065 Feed Line/Linear Appurtenances Section Areas -With Ice Tower Elevation ii. l l0.4l7-104.l67 104.167-84.167 84.[67-60.000 60.000-30.500 Face Ice or Thickness Leg__ 111 A 1.688 B C A 1.663 B C A 1.62 l B C A 1.547 B C fr' 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ft' 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 CA1 In Face )I' 0.000 2.250 0.000 0.000 7.400 0.000 0.000 8.743 0.000 0.000 l0.672 0.000 C1A1 WeiRht Out Face ----f _______ K __ _ 0.000 0.000 0.000 0.027 0.000 0.027 0.000 0.000 0.000 0.087 0.000 0 043 0.000 0.000 0.000 0.101 0.000 0.052 0.000 0.000 0.000 O. l23 0.000 0.064 bsevier tnxTower J Page 104468.001.01.0002 -Slimline 1.1 @ >mph 4 of 15 B+T Group Project Date I 7 I 7 S Buulder :\ 1·e. Sr1ite 300 104468.001.01 09:48:33 05/12/16 Tti/.1·u. OK 74119 Client Designed by Phone: (9/R) 587"4630 Mobilitie bsevier h\Xc /9/8) 295-0265 Tower Tower Face Ice A, A, C1A1 C.1:\.1 Weight Sectirm Elevation '" Thh·kness In Face Our Face fi Leg in ft' Ji .tr tr K LS 30.500-0.750 A 1389 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 IO.l21 0.000 0.115 C 0.000 0.000 0.000 0.000 0.065 Feed Line Center of Pressure Section Efe1.:ation CPr CP-., CP, CP,, Ice Ice fi in in in in -------------- LI 110.417-104.167 0.046 -0.027 0.258 -0 149 12 !04.167-84.167 2.154 -1.244 2.154 -1.244 1.3 84.167-60.000 0.048 -0.028 0.380 -0.219 L4 60.000-30.500 0.048 -0 028 0 387 -0.223 LS 30.500-0.750 0.048 -0.028 0.380 -0.219 Shielding Factor Ka Tower Feed Line Description Feed Line Ka K, Sectiun Record No. SeJ!ment Ell'I". No Ice Ice LI 8 Safety Line J/8 104.17 -1.0000 1.0000 110.17 L2 8 Safety Line J/8 84.17-104.17 1.0000 1.0000 13 8 Safety Line J/8 60.00 -84.17 1.0000 1.0000 1.4 8 Safety Line 3/8 30.50 -60.00 1.0000 1.0000 Discrete Tower Loads Description Face 0.1]."ret 0/j.~ets: A:imuth Placement CiA.i CtA.t Weight "' 'f~vpe Horz. Adjustmenr Fro/'// Side Lei{ Lateral Vert fi /i ft' ft' K /i /i ------· ·----· ------·--------------------------- Lightning Rod l/2"x3' C None 0.000 12l.500 No Ice 0.150 0.150 0.015 (P) 1/2" Ice 0.460 0.460 0.017 l" Ice 0.648 0.648 0.021 ******* 20' x 44" TME Canister C None 0.000 104.167 -No Ice 66.000 66.000 1.500 (P) 84.167 1/2" Ice 67.780 67.780 2.038 I" Ice 69.560 69.560 2.576 6.25' x 54" MW Canister C None 0.000 110.417-No Ice 25.313 25.313 1.500 (P) 104.167 1/2" Ice 25.781 25.781 2.038 l" Ice 26.249 26.249 2.576 tnxTower J Page 104468.001.01 0002 -Slimline 1.1 (l lmph 5 of 15 B+T Group Project Date 17 J 7 S Boulder Ave. S11ite 300 104468.001.01 0948 33 05/12/16 Tulsa. OK 74119 Client Designed by Plume: (91R)5R7-4630 Mobilitie bsevier FAX, (918/ 295-0265 Description Face Ojj:~et Ojj.~ets: A:,imuth Placement C,A.1 CA1 Wei~ht "' Type Hor. ;\djustment Front Side Leg Lateml Vert ft ft JP fr K ft 115" x 36" KMW Antenna C None 0.000 115.208 No Ice 23.000 23.000 0.529 Canister 1/2" Ice 23.640 23.640 0.704 (P) I" Ice 24.280 24.280 0.879 '·' 2500 MHz FILTER A From Leg 0.500 0.000 102.167 No lee 2.208 1.643 0.044 (P) 0.000 l/2" Tee 2.787 2.217 0.066 0.000 I" Ice 3.258 2.669 0091 2500 MHz FILTER B From Leg 0.500 0.000 102.167 No lee 2.208 1.643 0.044 (P) 0.000 l/2" Ice 2.787 2.217 0.066 0.000 I" Ice 3.258 2.669 0091 2500 MHz FILTER C From Leg 0.500 0.000 102.167 No Ice 2.208 1.643 0.044 (P) 0.000 l/2" [ce 2.787 2.217 0.066 0.000 I" Ice 3.258 2.669 0.091 '·' 2500 MHz RRU A From Leg 0.500 0.000 99.667 No Ice 5.305 2.883 0.088 (Pi 0.000 1/2" (ce 5.915 3.589 0.128 0.000 I" Ice 6.447 4.17] 0.174 2500 MHz RRU B From Leg 0.500 0.000 99.667 No Ice 5.305 2.883 0.088 (P) 0.000 1/2" lee 5.915 3.589 0.128 0.000 I" Ice 6.447 4.171 0.174 2500 MHz RRU C From Leg 0.500 0.000 99.667 No Ice 5.305 2.883 0.088 (Pl 0.000 1/2" Ice 5.915 3.589 0.128 0.000 I" Ice 6.447 4171 0.174 '·' 800 MHz FILTER A From Leg 0.500 0.000 97.167 No Ice 1.644 1.820 0.082 (P) 0.000 1/2" Ice 2.174 2.411 0.102 0.000 1" Ice 2.598 2.880 0.125 800 MHz FILTER B From Leg 0.500 0.000 97.167 No Ice 1.644 1.820 0.082 (P) 0.000 1/2" Ice 2.174 2.411 0.102 0.000 I" Ice 2.598 2.880 0.125 800 MHz FILTER C From Leg 0.500 0.000 97.167 No Ice 1.644 1.820 0.082 (P) 0.000 1/2" Ice 2 174 2.411 0.102 0.000 l" Ice 2.598 2.880 0.125 '·' 800 MHz RRlJ A From Leg 0.500 0.000 95.167 No [ce 2.994 4.120 0.075 (P) 0.000 1/2" Ice 3.561 4.841 0.113 0.000 1" Ice 4.039 5.439 0.156 800 MHz RRU B From Leg 0.500 0.000 95.167 No lee 2.994 4.120 0.075 (P) 0.000 1/2" Ice 3.561 4.841 0.113 0.000 l" Ice 4.039 5.439 0.156 800 MHz RRU C From Leg 0.500 0.000 95.167 :'Jo lee 2.994 4.120 0.075 (P) 0.000 1/2" Ice 3.561 4.841 0.11) 0.000 I" rce 4 039 5.439 O.l56 '·' 800 MHz FIL l"ER A From Leg 0.500 0.000 93.167 No Ice 1.644 1.820 0.082 (Pi 0.000 1/2" Ice 2.174 2.411 0.102 0.000 I" [ce 2.598 2.880 0.125 800 MHz FILTER B From Leg 0500 0.000 93 167 No lee 1.644 1.820 0.082 (P) 0.000 1/2" Ice 2.174 2.41 I 0.102 0.000 I" [ce 2.598 2.880 O.l25 800 MHz F[LTER C From Leg 0.500 0.000 93.167 No [ce 1.644 1.820 0.082 (P) 0.000 1/2" Ice 2.174 2.411 0.102 0.000 \" lee 2.598 2.880 0.125 '·' 800 MHz RRU A From Leg 0.500 0.000 90.667 No [ce 2.994 4.120 0.075 (Pl 0.000 1/2" Ice 3.56 l 4.841 0.113 0.000 l" [ce 4.039 5.439 0.156 tnxTower J 104468.001.01 0002 -Slimline 1.1 (l 0mph B+TGroup Project 1717 S Boulder ilre. Suite 300 104468 001 01 T11!.1·a, OK 74119 Client Phone: (918) 587-4630 Mobilitie FAX: (918! 295-0265 Description Face Ojf.l"et Offsets: Azimuth Placement C.1A.1 C.1A.1 °' Type Hor.'. Adjustment Front Side Leg Luferul Vert fi ft Jr Jr ft -·----·---·-----~ -------·--·-----------_ ______ft____ 800 MHz RRU (Pi 800 Milz RRU (Pl ·-· 1900 MHz RRU (P) 1900 MHz RRU (Pi 1900 MHz RRU (Pl ·-· PPC Cahinet (Pi ••• Electric Meter (Pi De.H·riprion ... 3' Microwave Dish Antenna (Pl J' Microwave Dish Comb. No. Antenna (Pl ·-· B From Leg C From Leg A From Leg B rrom Leg C From Leg C From Leg C From Leg Face Di~·h OjJSet "' Type Type LeR A Paraboloid w/o From Radome Face B Paraboloid w/o From Radome Face -------------------------- I Dead Only 2 1.2 Dead+l.6 Wind Odeg-No Ice 3 0.9 Dead+ 1.6 Wind O deg -No Jee 4 1.2 Dead+ 1.6 Wind 30 deg -No Ice 5 0.9 Dead+l.6 Wind 30 deg -No fee 6 l.2Dead+l.6Wind60deg-Nolce 7 0.9 Dead+l.6 Wind 60 deg -No (ce 0.500 0.000 90.667 No lee 2.994 4.120 0.000 1/2" [ce 3.561 4.841 0.000 I" Ice 4.039 5.439 0.500 0.000 90.667 No lee 2.994 4.120 0.000 1/2" [ce 3.561 4.841 0.000 I" lee 4.039 5.439 0.500 0.000 88.167 No Ice 4.548 4.332 0.000 1/2" [ce 5.145 5.070 0.000 I" Jee 5.662 5.685 0.500 0.000 88.167 No Ice 4.548 4.332 0.000 1/2" fee 5.145 5.070 0.000 I" Ice 5.662 5.685 0.500 0.000 88.167 No lee 4.548 4.332 0.000 1/2" [ce 5.145 5.070 0.000 I" Ice 5.662 5.685 2.000 0.000 4.500 No Ice 7.778 3.927 0.000 1/2" lee 8.303 4.395 0.000 I" Jee 8.827 4.863 1.000 0.000 2.250 No Ice 1.329 0.599 0.000 l/2" [ce 1.550 0.791 0.000 I" Ice 1.771 0.983 Dishes 0/Ji·ets: Azimuth 3d8 Elevation Outside Hor:. Adjustment Beam Diameter lmerul Widrh Ven fr fi l.500 0.000 107.167 No Ice 0.000 1/2" lee 0.000 l" Ice 1.500 0.000 107.167 No Ice 0.000 1/2" Ice 0.000 I" Ice Load Combinations Description Page 6 of 15 Date 09:48:33 05/12/16 Designed by bsevier WeiRht K 0.075 0 Ill 0 156 0.075 0.113 0.156 0.082 0.128 0.179 0.082 0.128 0.179 0.082 0.128 0.179 0.200 0.267 0.334 0.050 0.067 0.084 Aperture Weight Area r2 K 0.000 0.051 0.000 0.089 0.000 0.128 0.000 0.051 0.000 0.089 0.000 0.128 J tnxTower 104468 001 01.0002 -Slimline 1.1 ~ lmph Comb. No. 8 9 lO ll l2 ll l4 l5 l6 17 18 l9 20 2l 22 23 24 25 26 27 28 29 30 3 l 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section No. B+TGroup Project 17 I 7 S Boulder Ave. Swte 300 Tu/su. OK NJ 19 Client Plume: (918) 587-4630 FAX: (918) 295-0265 1.2 Dead+ 1.6 Wind 90 deg -No Ice 0.9 Dead+l .6 Wind 90 deg -Noke 1.2 Dead+ 1.6 Wind 120 deg -No [ce 0.9 Dead+l.6 Wind 120 deg-No lee 1.2 Dead+l .6 Wind 150 deg-No [ce 0.9 Dead+l .6 Wind 150 deg-No tee l.2Dead+l.6Wind \80deg-Notce 0.9 Dead+l.6 Wind 180 deg -No tee 1.2 Dead+ 1.6 Wind 210 deg -No Ice 0.9 Dead+l.6 Wind210deg-No lee 1.2 Dead+l .6 Wind 240 deg-No Ice 0.9 Dead+l.6 Wind 240 deg-Noke 1.2 Dead+l.6 Wind 270 deg-No tee 0.9 Dead+l.6 Wind 270 deg-No Ice 1.2 Dead+l .6 Wind JOO deg-No tee 0.9 Dead+l .6 Wind JOO deg -No lee 1.2 Dead+ 1.6 Wind 330 deg -No lee 0.9 Dead+ 1.6 Wind 330 deg -No Ice 1.2 Dead+ 1.0 Ice+ 1.0 Temp 1.2 Dead+l.O Wind O deg+I.O lce+I.O Temp 1.2 Dead+ 1.0 Wind JO deg+I.O Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 60 deg+I.O Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 90 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 120 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+ l.O Wind 150 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 180 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 210 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 240 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+I.O Wind 270 deg+ 1.0 lce+l.O Temp 1.2 Dead+ 1.0 Wind JOO deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+I.O Wind 330 deg+ 1.0 lce+l.O Temp Dead+Wind O deg -Service DeadHVind 30 deg -Service Dead+Wind 60 deg -Service Dead+Wind 90 deg -Service Dead+Wind 120 deg -Service Dead+Wind 150 deg-Service Dead+Wind 180 deg -Service Dead+Wind 2 IO deg -Service Dead+Wind 240 deg -Service Dead+Wind 270 deg -Service Dead+Wind 300 deg -Service Dead+Wind 330 de -Service Description Maximum Elevation Ji Component Type Condition -~~-··-------~~-- LI I I0.417 -Pole Max Tension L2 104. l67 l04.l67- 84.l67 Pole Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max. Torque Max Tension 104468 001.01 Mobilitie Member Forces Gov. Axial Major Axis Load Moment Comb. K kie:f!__ 0.000 0.000 26 -5.778 -0.009 8 -2.533 -38.2;) 2 -2.532 -0.000 8 5.745 -38.253 2 -5.745 -0.000 20 1 0.000 0.000 Page 7 of 15 Date 0948:33 05112116 Designed by bsevier Minor Axis il/,;ment kip-Ji 0.000 0.]62 O. ll4 38.367 0.114 38.367 -0.003 0.000 tnxTower J Section No. L3 L4 L5 B+TGroup 1717 S Bou.Ider Ave. Suite 300 Tiilsa. OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Elerntion Ji 84.167-60 60 -30.5 30.5 -0.75 Component Type Pole Pole Pole Locati<m Condition Pole Max. Vert Max. H, Max. H, Max. M, Max. \ii, Max. Torsion Min. Vert Min. II, Min. H, Min.M, Min.M, Min. Torsion Project Client Go\!. Load Comb. 26 20 2 2 8 25 25 8 14 14 20 13 Page 104468 001 01 0002 -Slimline 1.1 ~ 0mph 8 of 15 Date 104468.001.01 09:48:33 05/12/16 Mobilitie Designed by bsevier Condition Gov. Axial Major Axis Minor Axis Load Moment ,\1oment Comb. K k•e:/t --·--~ip~tt_ - Max. Compression 26 -17.378 -0.072 0.399 Max. Mx 8 -8.380 -225.363 0.118 Max. My 2 -8.380 -0.004 225.476 Max. Vy 8 12.989 -225.363 0.118 Max. Vx 2 -12.989 -0 004 225.476 Max. Torque 20 -0.003 Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -20.360 -0 170 0.455 Max. Mx 8 -9.981 -513.497 0.123 Max. My 2 -9.981 -0.010 513.609 Max. Vy 20 -16.353 513.476 0.122 Max. Vx 2 -16.353 -0.010 513.609 Max. Torque 20 -0.003 Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -26.585 -0.328 0.546 Max. Mx 8 -13.996 -1059.920 0.129 Max. My 2 -13.996 -0019 1060.029 Max. Vy 20 -21.305 1059.879 0.129 Max. Vx 2 -21.305 -0.019 1060.029 Max. Torque 20 -0.003 Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -39.500 1.018 -0231 Max. Mx 20 -24.195 1897.48) -0.872 Max. My 14 ·24.195 1.365 -1896.437 Max. Vy 20 -27.180 1897.483 -0 872 Max. Vx 14 27.016 1.365 -1896.437 Max. Torque 25 1.159 Maximum Reactions Vertical Horiwntal. X Hori::.011tal.Z K K K -----··-----··-.,-·-··-···· 39.500 0.000 0.000 24.209 27.167 -0 141 24.209 -0.141 27.004 1895.652 -0.141 27 004 1895.715 -27.167 0 141 1.159 13.461 23.315 18.157 13.461 23.315 24.209 -27.167 0.141 24.209 0.141 -27.004 -1896.437 0.141 -27.004 -1897.483 27.167 -0.141 -l.159 -13.461 -23.315 Tower Mast Reaction Summary Load Vertical Shear, Shear0 Ovarurning Orerruming Torque Combination Moment. M, Momerit, .t( K K K -------------·· kipJt --------kip~lt --------kip_-ji ---·· Dead Only 20.174 0.000 0.000 0.330 0.736 0.000 1.2 Dead~ 1.6 Wind O deg -No 24.209 0.141 -27 004 -1895.652 0.404 -1.004 Ice 0.9 Dcad+l.6 Wind O deg-No 18.157 0.141 -27.004 -l 886.293 0.183 -1.004 tnxTower J Page 104468 001.01.0002 -Slimline 1.1 it, 0mph 9 of 15 B+TGroup Project Date 1717 S Boulder Are. Suire 300 104468 001.01 09:48 33 05/12/16 Tulsa. OK 74119 Client Designed by Phone: (9/N) 5R7-4630 Mobilitie bsevier FAX: (9!l'lJ 295-0265 Load Verrical Shear, Shear0 01,errurnin1< Overrurning Torque Combination lv!omerll, At, Moment. M 0 K K K kip~ft kip-ft kip:{t Ice l.2 Dead--.-1.6 Wind 30 deg-No 24.209 13.706 -23.457 -1641.87[ -947.83 l -0.58[ Ice 0.9 Dead+l.6 Wind 30 deg -No 18.157 13.706 -23457 -1633.779 -943.324 -0.58[ Ice 1.2 Dead+l.6 Wind 60 deg -No 24.209 23.598 -13.624 -948.046 -1641.859 -0.002 Ice O.Q Dead+l.6 Wind 60 deg -No 18.157 23.598 -IJ.624 -943.415 -1633.891 -0.002 lee 1.2 Dead~ 1.6 Wind 90 deg -No 24 209 27.167 -0.141 -0.088 -l895.7l5 0.577 lee 0.9 Dead-i-1.6 Wind 90 deg-No 18.157 27.167 -0.141 -0.185 -1886.480 0.578 Ice l.2 Dead.,.. J.6 Wind 120 deg -24.209 23.457 13.379 947.999 -l641.l79 1.002 No [ce 0.9Dcad+J.6Wind 120dcg-18.157 23.457 13.379 943. l 73 -1633.411 1.003 No Ice 1.2 Dead-i-1.6 Wind 150 deg-24.209 13.461 23315 1642. l 75 -947.000 1.158 No Ice 0.9 Dead+l.6 Wind 150 deg-18.157 13.461 23315 1633.889 -942.493 1.159 Noke l.2 Dead+l.6 Wind 180 deg-24.209 -0.141 27.004 1896.437 l.364 1.004 No [ce 0.9 Dead+l.6 Wind 180 deg-18.157 -0.141 27.004 1886.884 l.l43 1.004 No [ce 1.2 Dead+ 1.6 Wind 2 lO deg -24.209 -13.706 23.457 1642.656 949.600 0.581 No Ice 0.9 Dead-1.6 Wind 2 lO deg -18.157 -13.706 23.457 1634.369 944.651 0.581 No [ce l.2 Dead+ 1.6 Wind 240 deg -24.209 -23.598 13.624 948.830 [643.628 0.002 No [ce 0.9 Dcad+l .6 Wind 240 deg -18.157 -23.598 13.624 944.005 [635.217 0.002 No Ice l.2 Dead+ 1.6 Wind 270 deg -24.209 -27.167 0.141 0.872 [897.483 -0.577 No [ce 0.9 Dead+l.6 Wind 270 deg-18.157 -27.167 0.14l 0.775 [887.806 -0.578 No [ce l.2 Dead-1.6 Wind 300 deg -24.209 -23.457 -13.379 -947.215 1643.148 -1.002 No [ce 0.9 Dead-1.6 Wind 300 deg -18.157 -23.457 -13.379 -942.584 1634.737 -1.003 No Ice 1.2 Dead+l.6 Wind 330 deg-24.209 -13461 -23315 -1641.391 948.768 -1.158 No [ce 0.9 Dead....-J.6 Wind 330 deg-18.157 -13.46[ -23.315 -1633.299 943.8 l 9 -1.l 59 No rec l.2 Dead+ 1.0 [ce+ l.O Temp 39.500 0.000 0.000 0.231 I.Ol8 0.000 l.2 Dead+l.O Wind O deg+l.O 39.500 0.004 -1.234 -78.295 0.986 -0.039 Ice+ 1.0 Temp l.2 Dead+ 1.0 Wind 30 deg+ l.O 39.500 0.623 -1.07[ -67.787 -38 264 -0 022 \cc+l.OTcmp 1.2 Dead+ 1.0 Wind 60 deg+ 1.0 39 500 1.075 -0 62 l -39.064 -66.992 -0000 [ce+ 1.0 Temp l.2 Dead+ 1.0 Wind 90 deg+ l.O 39.500 1.239 -0.004 O.l78 • 77.503 0.022 Ice+ 1.0 Temp l.2 Dead+ 1.0 Wind 120 39.500 1.071 0.613 39.423 -66.978 0.038 deg-1.0 \ce+l.O Temp l.2 Dead+l.O Wind 150 39 500 0616 1.06 7 68.156 -38.239 0.044 deg+I.O Ice+ 1.0 Temp l.2 Dead+I.O Wind 180 39.500 -0004 1.234 78.678 1.0 l5 0.039 deg+I.O lee+ 1.0 Temp 1.2 Dead+ 1.0 Wind 2 I 0 39.500 -0 623 1.071 68.170 40.264 0.022 tnxTower J Page 104468.001.01.0002 -Slimline 1.1 (L 0mph 10 of 15 B+TGroup Project Date 1717 S Boulder Al:e, Suite 300 104468.001.01 0948:33 05/12/16 Tulsa. OK 74119 Client Designed by Plume: (91R) 587-4630 Mobilitie bsevier FAX.· /9/R! 295-0265 Load Vertirnl Shear, Shear_. Overturning Overrurning Torque Combimition 111oment, M, Moment. M: K K K -----kip:ff ____ kip:ff kip:ff ---·------. -----------· ------------ deg+ LO Ice+ 1.0 Temp 1.2 Dead+ l.O Wind 240 ]9 500 -1.075 0.621 39.448 68.993 0.000 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+l.O Wind270 39.500 -1.239 0.004 0.206 79 503 -0.022 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+ 1.0 Wind 300 39.500 -1.071 -0 613 -39.039 68.979 -0.038 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+ 1.0 Win<l 330 ]9.500 -0.616 -1.067 -67.772 40.240 -0.044 deg+ l .O Ice+ 1.0 Temp Dead-.-Wind O deg -Service 20.174 0.015 -2. 783 -194.894 0.688 -0.103 Dead+Wind 30 deg -Service 20.174 1.412 -2.417 -168.764 -96.945 -0.060 Dead, Wind 60 deg -Seryice 20.174 2.432 -1.404 -97.326 -168.403 -0.000 Dead+ Wind 90 deg -Service 20.174 2.800 -0.015 0.278 -194.54 I 0.059 Dcad+Wind 120 deg-Service 20.174 2.417 l.]79 97.895 -168.354 0.10) Dead+Wind 150 deg -Service 20.174 l.387 2403 169.369 -96.859 0.119 Dead+Wind 180 deg-Service 20.174 -0.015 2.783 [95.548 0.786 0.103 Dead->-Wind 210 deg-Service 20.174 -1.412 2.417 169.418 98.419 0.060 Dead-'-Wind 240 deg -Service 20.174 -2432 1.404 97 980 169.877 0.000 Dead+Wind 270 deg-Service 20.174 -2.800 0.015 0.376 196.015 -0.059 Dead+Wind 300 deg-Service 20.174 -2.417 -l.l79 -97.241 169.828 -0.103 Dead-.-Wind 330 deg -Service 20.174 -l.387 -2.403 -168.715 98.333 -0.119 Solution Summary Sum of Applied Forf.'es Sum td'Reacrirms Load PX PY PZ PX PY PZ o/o Error Comb. K K K K K K --------------- l 0000 -20.174 0.000 0.000 20.174 0.000 0.000% 2 0.141 -24.209 -27.004 -0.141 24.209 27.004 0.000% 3 0.141 -l8. l57 -27.004 --0.141 18.157 27.004 0.000% 4 13.706 -24.209 -23.457 -13 706 24.209 23.457 0.000% 5 13.706 -18.157 -23.457 -I 3. 706 18.157 23.457 0.000% 6 23.598 -24.209 -ll 624 -23.598 24209 13.624 0.000% 7 23.598 -18.157 -ll.624 -23.598 18.157 13.624 0.000% 8 27.167 -24.209 -0.141 -27.167 24.209 0.141 0.000% 9 27.167 -18. 157 -0.141 -27.167 18.157 0.141 0.000% JO 23.457 -24.209 13.379 -23457 24.209 -I 3.379 0.000% II 23457 -18. l57 13.379 -23457 18.157 -1 3 379 0.000% 12 13.461 -24.209 23 315 -13461 24.209 -23.315 0.000% 13 13.461 -18. 157 23.315 -13.461 18.157 -23.315 0.000% 14 -0.141 -24.209 27.004 0.141 24.209 -27.004 0.000% 15 -0.141 -18.157 27.004 0. 141 18.157 -27.004 0.000% 16 -13.706 -24.209 23.457 13.706 24.209 -23.457 0.000% 17 -13.706 -18.157 23.457 13.706 18 157 -23.457 0.000% 18 -23.598 -24.209 13.624 23.598 24.209 -13.624 0.000% 19 -23.598 -18.157 13.624 23.598 18. I 57 -ll.624 0.000% 20 -27.167 -24.209 0 141 27 167 24209 -0.141 0.000% 21 -27.167 -18.157 0 141 27.167 18.157 -0.141 0.000% 22 -23.457 -24.209 -ll.379 23.457 24209 13379 0.000% 23 -23.457 -18.157 -ll.379 23.457 18.157 13.379 0.000% 24 -13.461 -24.209 -23.315 ll.46 I 24.209 23.315 0.000% 25 -13.461 -18.157 -23.315 I 3.46 l 18 157 23.J 15 0.000% 26 0.000 -39.500 0.000 0.000 39.500 0.000 0.000% 27 0.004 -39.500 -1.234 -0.004 39.500 1.234 0.000% 28 0.62) -39.500 -1.07 I -0.623 39.500 1.071 0.000% 29 1.075 -39.500 -0.621 -1.075 39.500 0.621 0.000% 30 1.239 -39.500 -0.004 -1.239 39 500 0.004 0.000% 3 l 1.071 -39.500 0.613 -1.07 l 39.500 -0613 0.000% tnxTower J Page 104468.001.01.0002 -Slimline 1.1 (L, 0mph 11 of 15 B+T Group Project Date 1717 S Boulder Ave .. '',!lire 3()() 104468.001.01 09:48 33 05/12/16 Tulsa. OK 741 /9 Client Designed by Plume: (918) 5R7-4630 Mobilitie bsevier FAX: (918) 295-0265 Sum of Applied Forces Sum of"Reacrions Loud PX PY PZ PX PY PZ % Error Comb. K K K K K K ------------_,. 32 0.616 -39 500 1.067 -0.616 39.500 -1.067 0.000% 33 -0.004 -39 500 1.234 0.004 39.500 -1.234 0.000% 34 -0.623 -39.500 1.071 0.623 39.500 -1.071 0.000% 35 -1.075 -39.500 0.621 1.075 39.500 -0.621 0.000% 36 -1.239 -39.500 0.004 1.239 39.500 -0.004 0.000% 37 -1.071 -39 500 -0.61) 1.071 39.500 0.613 0.000% 38 -0.616 -39.500 -I.Oo7 0.616 39.500 1.067 0.000% 39 O.Ql5 -20.174 -2.783 -0.015 20.174 2.783 0.000% 40 1.412 -20.174 -2.417 -1.412 20.174 2.417 0.000% 41 2.432 -20.174 -1.404 -2.432 20.174 1.404 0.000% 42 2.800 -20.174 -0.015 -2.800 20.174 0.015 0.000% 43 2.417 -20.174 IJ79 -2.417 20.174 -IJ79 0.000% 44 1.387 -20.174 2.403 -U87 20.174 -2.403 0.000% 45 -0 015 -20.174 2.783 0015 20.174 -2.783 0.000% 46 -1.412 -20.174 2.417 1.412 20.174 -2.417 0.000% 47 -2.432 -20.174 1.404 2.432 20.174 -1.404 0.000% 48 -2.800 -20.174 0.015 2.800 20.174 -0.015 0.000% 49 -2.417 -20.174 -IJ79 2.417 20.174 1.379 0.000% 50 -l.l87 -20.174 -2.403 1.387 20.174 2403 0.000% Non-Linear Convergence Results l.oad Cunverged1 Number Dis1,tucemrnt Force Combi11atio11 of Cycle.~ Tolerance Tolemnc·e I Yes 4 0.00000001 0.00004151 2 Yes 4 0.00000001 0.00008701 3 Yes 4 0.00000001 0.00003850 4 Yes 5 0.00000001 0.00026698 5 Yes 5 0.00000001 0.00011093 6 Yes 5 0.00000001 0.00026709 7 Yes 5 0.00000001 0.00011097 8 Yes 4 0.00000001 0.00008601 9 Yes 4 0.00000001 0.00003774 10 Yes 5 0.00000001 0.00026718 II Yes 5 0.00000001 0.00011105 12 Yes 5 0.00000001 0.00026684 13 Yes 5 0.00000001 0.00011089 14 Yes 4 0.00000001 0.00008707 15 Yes 4 0.00000001 0.00003857 16 Yes 5 0.00000001 0.00026708 17 Yes 5 0.00000001 0.00011099 18 Yes 5 0.00000001 0.00026690 19 Yes 5 0.00000001 0.00011092 20 Yes 4 0.00000001 0.00008603 21 Yes 4 0.00000001 0.00003776 22 Yes 5 0.00000001 0.00026700 23 Yes 5 0.00000001 0.00011093 24 Yes 5 0.00000001 0.00026741 25 Yes 5 0.00000001 0.00011112 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00038021 28 Yes 4 0.00000001 0.00038248 29 Yes 4 0.00000001 0.00038104 30 Yes 4 0.00000001 0.0003761) 31 Yes 4 0.00000001 0.00037396 32 Yes 4 0.00000001 0.00037049 tnxTower J Page 104468 001.01.0002 -Slimline 1.1 (L 0mph 12 of 15 B+TGroup Project Date 17 I 7 S Boulder .--\ve. Suire 300 104468.001.01 09:48 33 05/12/16 Tulsa. OK 74119 Client Designed by Plume: (918) 587-4630 Mobilitie bsevier FAX: (918) 295-0265 JJ Yes 4 0.00000001 0.00036643 34 Yes 4 0.00000001 0.00036761 35 Yes 4 0.00000001 0.00036911 36 Yes 4 0.00000001 0.00037062 37 Yes 4 0.00000001 0.00037627 38 Yes 4 0.00000001 0.00037968 39 Yes 4 0.00000001 0.00001172 40 Yes 4 0.00000001 0.00002739 41 Yes 4 0.00000001 0.00002745 42 Yes 4 0.00000001 0.00001171 43 Yes 4 0.00000001 0 00002737 44 Yes 4 0.00000001 0.00002724 45 Yes 4 0.00000001 0.00001169 46 Yes 4 0.00000001 0.00002736 47 Yes 4 0.00000001 0.00002730 48 Yes 4 0.00000001 0.00001171 49 Yes 4 0.00000001 0.00002738 50 Yes 4 0.00000001 0.00002751 Maximum Tower Deflections -Service Wind Section Elevatimi Horz. Goi-·. Tilt Twist No. Deflection Load i "' Comb. ----- LI 110.417-104.167 ;.077 39 0.458 0.000 L2 104.167•84.167 4.500 39 0.416 0.000 LJ 84.167-60 2.945 39 0.349 0.000 L4 64.5 -30.5 1.6 7 l 50 0.262 0.000 L5 35.5 -0.75 0.464 48 0.119 0.000 Critical Deflections and Radius of Curvature -Service Wind Elevarion Appurtenance Gor. Defle,·rion Tilt Twist Radiu.1·of Load CurHHtrre --Ji._ Comb. in fi -------- 121.500 Lightning Rod l/2"x3' 39 5.077 0.458 0.000 10620 115.208 115" x 36" KMW Antenna Canister 39 5.077 0.458 0.000 10620 ll0.417 6.25' x 54" MW Canister 39 5.077 0.458 0.000 10620 107.292 6.25' x 54" MW Canister 39 4.784 0.436 0.000 10620 107.167 3' Microwave Dish Antenna 39 4.773 0.435 0.000 10620 104.167 20' x 44" TME Canister 39 4.500 0.416 0.000 9296 102.167 2500 MHz FILTER 39 4.324 0.406 0.000 8754 99.667 2500 MHz RRU 39 4.113 0.394 0.000 9421 99.167 20' x 44" TME Canister 39 4.072 0.392 0.000 9650 97.167 800 MHz FILTER 39 3.910 0.385 0.000 10697 95.167 800 MHzRRC 39 3.753 0.379 0.000 12001 94.167 20' x 44" TME Canister 39 3.675 0.376 0.000 12779 93.167 800 MHz FILTER 39 3.599 0.373 0.000 13665 90.667 800 MHz RRL 39 3.412 0.367 0.000 16532 89.167 20' x 44" TME Canister 39 3.302 0.363 0000 18912 88.167 1900 MHz RRU 39 3.230 0.36{) 0.000 20897 84.167 20' x 44" TME Canister 39 2.945 0.349 0.000 28924 4.500 PPC Cabinet 48 0.027 0.011 0.000 76261 2.250 Electric Meter 48 0.011 0.004 0.000 76261 tnxTower Page 104468.001 01.0002 -Slimline 1.1 IL 0mph 13 of 15 B+TGroup Project Date 1717 S Boulder Ave, Suite 300 104468.001.01 09:48:33 05/12/16 Tulw. OK 741 l9 Client Designed by Phune: (91X) 5~7-4630 Mobilitie bsevier FAX.· (918) 295-0265 Maximum Tower Deflections -Design Wind Section Elevation Hor: .. Gm,. Tilt Twist No. Dejlectior1 Load i in Comb. -· -----~----- LI I l0.417 -l04. l67 49.198 2 4.424 0.000 L2 l04.167 -84 167 43.624 2 4026 0000 LJ 84.167 -60 28.572 2 J.383 0.000 L4 64.5 -30.5 l6.217 2 2.546 0.000 LS 35.5 -0.75 4.508 20 l.155 0.000 Critical Deflections and Radius of Curvature -Design Wind Ele1,ati1m Appurtenance Gov. Deflection Tilt Twi:st Radius o{ Load Cun:atLJre i Comb. in l21.500 Lightning Rod l/2"x3' 2 49.198 4.424 0.000 l 129 l l5.208 I l5" x 36" KMW Antenna Canister 2 49.198 4.424 0.000 ll29 l l0.417 6.25' x 54" MW Canister 2 49.198 4.424 0.000 l 129 107.292 6.25' x 54" MW Canister 2 46.375 4.215 0.000 1129 107.167 3' Microwave Dish Antenna 2 46.264 4.207 0.000 1129 104.167 20' x 44" TME Canister 2 43.624 4.026 0.000 988 102.167 2500 MHz FILTER 2 41.930 3.925 0.000 929 99.667 2500 MHz RRU 2 39.889 3.819 0.000 999 99.l67 20' x 44" TME Canister 2 39.490 3.800 0.000 1022 97.l67 800 MHz FILTER 2 37.923 3.73 I 0.000 1132 95.167 800 MHz RRU 2 36.398 3.67 l 0.000 l267 94.l67 20' x 44" TME Canister 2 35.651 3.643 0.000 1348 93.167 800 MHz FILTER 2 34.9l2 3.617 0.000 1440 90.667 800 MHz RRU 2 33.100 J.554 0.000 1737 89.l67 20' x 44" TME Canister 2 32.035 J.517 0.000 1982 88 167 1900 MHzRRU 2 JU33 3.492 0.000 2l85 84.167 20' x 44" TME Canister 2 28.572 3.383 0.000 3019 4_500 PPC Cabinet 18 0.259 0.109 0.000 7856 2.250 Electric Meter l8 O.l03 0.043 0.000 7856 Compression Checks Pole Design Data Se1·ti(111 Elevatum Si,e L L,, Kllr A P., $P,, Ratio No. p" ft /i /i in 2 K K .. _'if'~-----------------------------·---· --~--------- LI 110.417 -TP8.625x8.625x0.5 6.250 0.000 0.0 12.763 -2.532 574.322 0004 l04 167 (I) L2 104. 167 • TP30.425x8 .625x0. 5 20.000 0.000 0.0 12.763 ·2.542 l 148.640 0.002 84.167 (21 LJ 84.167 -60 (3) TP34.05x30.425x0. l88 24.l67 0.000 0.0 19.751 -9.981 1184.280 0.008 L4 60-305(4) TP38. l x33x0.25 34.000 0.000 0.0 29.439 -13.996 [922.050 0.007 L5 30.5 -0 75 (5) TP42xJ6.85x0.5 34.750 0.000 0.0 65.860 -24. l 95 4893. l 10 0.005 tnxTower J Page 104468.001 01 0002 -Slimline 1.1 (L 0mph 14of15 B+TGroup Project Date 1717 S Bou.Ider Are. Swte 300 104468.001.01 09:48 33 05/12/16 Tulsu, OK 74119 Client Designed by Phone: (918) 587-4630 Mobilitie bsevier F.4X, {918/ 295-0265 Pole Bending Design Data Section Elevation Si::.e A1.,x $M11.1 Rurio M", iflMm· Ratio No. Mu_, M," Ji kip~f't kip-ft 4>M,u kipji kip~/t ----4iMm ------------ I.I 110.417-TP8.625x8.625x0.5 38.367 123 936 0.310 0.000 123.9]6 0.000 104.167(1) L2 104.167-TP30.425x8.625x0.5 38.367 247.871 0.155 0.000 247.871 0.000 84.167 (2) Ll 84.167-60(3) TP34.05x30.425x0. l 88 513609 809 980 0.634 0.000 809.980 0.000 L4 60-30.5 (4) TP38.lx33x0.25 1060 025 1467.958 0.722 0.000 1467.958 0.000 L5 30.5 -0.75 (5) TP42x36.85x0.5 1897.842 4158.375 0.456 0.000 4158375 0.000 Pole Shear Design Data Section Elevation Size Actual 4>v,, Ratio Acuwl 4>T,, Ratio No. v., v;, T, T,, ft K K V,, kif'-fr kipji <l>T, LI 110.417-TP8.625x8.625x0.5 5.745 287.161 0.020 0.000 183.854 0.000 104.167 (I) L2 104.167-TPJ0.425x8.625x0.5 6.097 651.370 0.009 0.000 367.708 0.000 84.167 (2) Ll 84.167 -60 (3) TP34.05x30.425x0. I 88 16.353 592.139 0028 0.000 1621.942 0.000 L4 60 -30.5 (4) TP38. lx33x0.25 21.305 961.025 0.022 0.000 2939.508 0.000 1.5 30.5 -0 75 (5) TP42x36.85x0.5 27261 2446.550 0.011 0.002 8326.925 0.000 Pole Interaction Design Data Secrion Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteriu No. P,, Af.,_, .\1,,, v:.. "(., Stress Stress /i ~"--__ cjiM"' ____ cjiM,,, __ ----------------q>V,, F" Ratio Ratio LI 110.417 -0.004 0.310 0.000 0.020 0.000 0314 1.000 4.8.2 V 104.167(1) V L2 l04.167-0.002 0.155 0.000 0.009 0.000 0.157 1.000 4.8.2 ti' 84.167 (2) V L3 84.167 -60 (3) 0.008 0.634 0.000 0.028 0.000 0.643 1.000 4.8.2 ti' V L4 60-30.5 (4) 0.007 0.722 0.000 0.022 0.000 0.730 1.000 4.8.2 ti' V L5 30.5 · 0.75 (5) 0.005 0.456 0.000 0.011 0.000 0.461 1.000 4.8.2 ti' V tnxTower J, Page 104468.001.01.0002 -Slimline 1.1 @ ,~vmph 15 of 15 B+TGroup Project Date 17 I 7 S Boulder Ave, Suire 300 104468.001.01 09:48:33 05/12/16 Tulsa. OK 74119 Client Designed by Phone: (9/8J 5R7-4630 Mobilitie bsevier F.4.X: (918) 295-0265 Section Capacity Table Sectimi Elewuior1 C1mpunen1 Size Critical p ¢P,,11,," % Pas.~ No. fi Type Element K K Capaciry Fail LI 110.417-Pole TPS.625xS.625x0.5 -2.532 574.322 J 1.4 Pass 104.167 L2 104.167-S4.167 Pole TrJ0.425xS.625 x0.5 2 -2.542 1148.640 15.7 Pass L) 84.167-60 Pole TPJ4.05xl0.425x0. I gg 3 -9.9SI 1184.280 64.3 Pass L4 60 -30.5 Pole TPJ8. lx33x0.25 4 -ll.996 1922.050 7).0 Pass L5 30.5 -0.75 Pole TP42x36.85x0.5 5 -24.195 4893.110 79.1 Pass Summary Pole (L4) 79.1 Pass RATING-79.1 Pass Program Version 7.0.5.1 -2/1/2016 " " ID " " ~ " ID ~ ~ ~ " " ID ID " 110 4ft \ \ / ' \ \ ; / 104.2 ft / i 64.2ft ' ' \ DESIGN __ APPURTENANCE LOADING TY_P_~--E~~ATION Ll9htn1n9 Rod 1•2",3' (E) 121 5 P-Del1a 120 115" ~ 36"' KMW Antenna Can,ster (P) 115.207 6 25' ~ 54" MW Canister (Pl 110.417 -104. 167 3' Microwave D,sh Antennas 107 167 3' Microwave Dish Antennas 107 167 20' • 44" TME Can,ster (P) 104167 · 84167 2500 MHz FILTER {P} 102. 167 2500 MHz FILTER (P) 102 167 2500 MHz FILTER {P) 102. 167 2500 MHz RRU (P) 99 667 2500 MHz RRU (P) 99.667 2500 MHz RRU (P) 99 667 800 MHz FILTER (P) 97 167 TYPE 800 MHz FILTER (P) 800 MHz FILTER W) 800 MHz RRU (P) 800 MHz RRU (P) 800 MHz RRU (P) 800 MHz FILTER (P) 800 MHz FILTER (P) 800 MHz FILTER (P) 800 MHz RRU (P) 800 MHz RRU (P) 800 MHz RRU (P) 1900 MHz RRU (P) 1900 MHz RRU (P) 1900 MHz RRU (P) _________ MATERIAL STRENGTH ! G~ADE __ _,F._,_ ____ _,_F,,u_ GRADE Fy A572-50 50 kSI 55 ks, A36 36 ksi TOWER DESIGN NOTES 1. Tower designed for Exposure C to the TIA-222-G Standard ELEVATION 97 167 97 167 95 157 95 167 95 167 93 167 93 167 93 167 90 667 90 667 90.667 88 167 88167 86.167 Fu 58 ksi 2 Tower designed for a 140 mph basic wind in accordance with the TIA-222-G Standard 6) 3. Tower is also designed for a 30 mph basic wind with O. 75 in ice Ice is considered to increase in thickness with height 4. Deflections are based upon a 60 mph wind 5 Tower Structure Class II 6. Topographic Category 1 with Crest Height of 0.000 ft J 7. TOWER RATING· 78.1% ALL REACTIONS ARE FACTORED MAX. CORNER REACTIONS AT BASE: DOWN.· 157K SHEAR: 4K UPLIFT: -152 K SHEAR: 5K AXIAL 18K SHEAR OK ,J MOMENT , 7 kip-ft TORQUE O kip-ft 30 mph WIND -o. 750 in ICE AXIAL SHEAR !OK BK ,J MOMENT , 200 kip-ft TORQUE O kip-ft REACTIONS -140 mph WINO B+ T Group " Mobilitie 120' Stealth Monopole -Lattice Struc 1717 S Boulder Ave, Suite 300 "'~" 104468.001.01 B•T Tulsa, OK 74119 Client Crown Castle Phone: (918) 587--4630 Code TIA-222-G FAX: 19181 295-0265 Path Drawn by bsevier Date 05/18/16 App'd Scale NTS 15 000 B-+-T · l'lot l'lan Total Area -0.02 Acres Base Elev=84.167f1 0.751.750 15.000 31 500 B+T Group ,b Mobilitie 120' Stealth Monopole· Lattice Struc 1717 S Boulder Ave, Suite 300 "'JOO' 104468.001.01 Tulsa, OK 74119 Ghent: Crown Castle Phone: (918) 587-4630 Code· TIA-222-G FAX: (9181 295-0265 Pa1t1 Drawn by· bsevier Date 05/18/16 App'd Seal, NTS C 0 :;::, "' iP w Leg Capacity 250 110.417 104 167 84.167 250 200 200 TIA-222-G -140 mph/30 mph 0.750 in Ice Exposure C Leg Compression (K) '50 ,00 I -' I '50 50 ~-Minimum -0 Maximum-~ -50 ' J J 50 ~-Minimum -0 Maximum-~ -50 -100 -100 -150 ' L_ -150 -200 -200 -250 110.417 104.167 84.167 -250 B+T Group '' Mobilitie 120' Stealth Monopole -Lattice Struc B+T, 1717 S Boulder Ave, Suite 300 Pro<ct 104468.001.01 Tulsa, OK 74119 Client. Crown Castle Phone: (918) 587--4630 FAX: /918) 295-0265 Code Path TIA-222-G Drawn by. bsevier Date· 05/18/16 App'd Scale NTS Dwg No E-3 C: 0 :; ~ w ---Vx 104.167 84.167 Vz Global Mast Shear (K) ' ,0 10 B+T '·'··I Mx Global Mast Moment (kip-ft) 15 0 50 100 150 15 50 100 1'0 Mz 2ob10 417 104.157 . 84 167 200 B+T Group ob Mobilitie 120' Stealth Monopole -Lattice Struc 1717 S Boulder Ave, Suite 300 ero,,c, 104468.001.01 Tulsa, OK 7 4119 c1ien1: Crown Castle Phone: (918) 587-4630 FAX: /918i 295-0265 Code TIA-222-G Pa1h Drawn by: bsevier Dale: 05/18/16 App'd· Scale NTS Dwg No. E-4 g C 0 ~ Cl) iii 0 110.417 104.167 Deflection (in) 0.5 05 TIA-222-G -Service -60 mph 0 Tilt (deg) 0.05 0 1 0.05 0, Maximum Values Twist (deg) 005 005 01 110.417 ---,-- ,104167 ,84167 0 1 B + T Group 0 ' Mobilitie 120' Stealth Monopole -Lattice Struc B+T 1717 S Boulder Ave, Suite 300 Proj,a 104468.001.01 Tulsa, OK 74119 Client· Crown Castle Phone: (918) 587-4630 FAX: (918) 295-0265 Code Path TIA-222-G Drawn by bsevier Date· 05/18/16 App'd Scale NTS Dwg No E-5 ------Round _ _ __ Fial 110417 Face A 104 167 = -C 0 I iij 84 167 84'2" -110'5" ----App In Face _. _. _ App Ou1 Fac:e _ ··-Truss Leg Face B FaceC 110.4r, 110 167 110.167 e: [ ~ ' 107. 167 107 167 :;: i ~ ~ ± g 0 [ [ a !ii • w IT 104. 167 104.167 104.16: &4167 B+T Group " Mobilitie 120' Stealth Monopole -Lattice Struc B+T 1717 S Boulder Ave, Suite 300 '""'t 104468.001.01 Tulsa, OK 7 4119 Clieni· Crown Castle Phone· (918) 587-4630 FAX (918) 295-0265 Code TIA-222-G Pa1h: Drawn by: bsevier Dale:05/18/16 App'd: Scale NTS DiNg No E-7 J Page tnxTower Mobilitie 120' Stealth Monopole -Lattic~ ulructure 1 of 20 B+TGroup Project Date 17 I 7 S Boulder Ave, Suire 300 104468 001 01 1511:54 05/18/16 Tulsa, OK N l 19 Client Designed by Phone: (9!R) 5X7-.J630 Crown Castle bsevier F4.X: (9!RJ 295-0265 Tower Input Data The main tower is a 3x free standing tower with an overall height of 110.417 ft above the ground line. The base of the tower is set at an elevation of 84.167 ft above the ground line. The face width of the tower is 1.500 ft at the top and l .500 ft at the base. An index plate is provided at the 3 sided -tower connection. There is a 3 sided latticed pole with a face width of 1.000 ft. This tower is designed using the TIA-222-G standard. The following design criteria apply: Basic wind speed of 140 mph. Structure Class I I. Exposure Category C. Topographic Category I. Crest Height 0.000 ft. Nominal ice thickness of0.750 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50.000 °F. Deflections calculated using a wind speed of60 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in latticed pole member design is I. Stress ratio used in tower member design is l. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments -Legs Consider Moments -Horizontals Consider Moments -Diagonals Use Moment Magnification ,1 Use Code Stress Ratios , 1 Use Code Safety Factors -Guys Escalate Ice Always Use Max Kz Use Special Wind Profile ,; Include Bolts In Member Capacity ,, Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) 11' SR Members Have Cut Ends SR Members Are Concentric Options Distribute Leg Loads As Uniform Assume Legs Pinned ,/ Assume Rigid Index Plate \1 Use Clear Spans For Wind Area \1 Use Clear Spans For KL/r \'' Retension Guys To Initial Tension \: Bypass Mast Stability Checks \·' Use Azimuth Dish Coefficients \1 Project Wind Area of Appurt. ,1 Autocalc Torque Arm Areas Add !BC .6D+W Combination '; 1 Sort Capacity Reports By Component Triangulate Diamond (nner Bracing Treat feed Line Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules ,i Calculate Redundant Bracing Forces Ignore Redundant Members in FEA 'I SR Leg Holts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation 'I Consider Feed Line Torque -v Include Angle Rlock Shear Check Cse TIA-222-(i Bracing Resist. Exemption Use TIA-222-G Tension Splice Exemption Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets tnxTower J Page Mobilitie 120' Stealth Monopole -Lattic _ __ tructure 2 of 20 B+TGroup Project Date 1717 S Boulder A re. Suite 300 104468 001.01 15:11:54 05/18/16 Tulsi.1, OK 74119 Client Designed by Phnne: (91H) 587-4630 Crown Castle bsevier fAX: (91N) 295-0265 Wind 180 Wind 90 Leg C Leg B Face C Wind Normal Triangular Tower 3 Sided Latticed Pole Section Geometry Tower Tower Assembly Description Section Number Section Section Elerurion Dmabu.,e Width ri Length Sections ft ft _ _fi _ LI 110.417-104.167 1.000 6.250 3 Sided Latticed Pole Section Geometry (cont'd) Tower Tower Dia,::onal BracinK Has Has T(/p Girr Bottom Girt Sectiun LI Tower Elevation jt LI I I0.417-104.167 Elevmion Spacing Type K Brace Horizontals Offset Ojfset End _ ji __ ft ____ Punels in in ------------ 110.417-104.167 1.375 K Brace Left No Yes 4.500 4500 3 Sided Latticed Pole Section Geometry (cont'd) Lex Type Solid Round Leg Si:::.e 2 1/2 Leg Grade A572-50 {50 ksi) Diugonul Type Diawmal Si:.e Diagonal Grat/e -----···----------------·-- Solid Round 3/4 Al6 (36 ksi) tnxTower J Page Mobilitie 120' Stealth Monopole -Lallie __ tructure 3 of 20 B+TGroup Project Date 17 I 7 S Boulder Ave. Suite 300 104468.001.01 15:11:5405/18/16 Tul:w. OK 74119 Client Designed by Ph,me: (9!8j 51-17-4630 Crown Castle bsevier fA.X: (918) 295-0265 3 Sided Latticed Pole Section Geometry (cont'd) Tower Top Girt Top Girr Top Girt Bottom Girt Bottom Girt Bottom Girt £levarion Type Size Grade Type Si:.e Grade .fi LI Solid Round 1/2 A36 Solid Round 1/2 AJ6 110.417-104.167 (36 ksi) (36 ksi) 3 Sided Latticed Pole Section Geometry (cont'd) Tower No. Mid Girt Mid Girr MidGirr Horiamwl Hori:.untal Hori:.ontal E/e1,·atim1 (4" Type Si:.e Grade Type She Grade Mid Ji Girts ·------------.. ----------- LI None Flat Bar AJ6 Solid Round 112 A36 110.417-104.167 (36 ksi) {36 ksi) 3 Sided Latticed Pole Section Geometry (cont'd) Tower Gusset Cusser Cusser Grade Adjus1. Factor Adjust. Weight Malt. Double Angle Double Anfde Double Angle Elevation Area Thickness Ai Fuctor Stitch Bolt Stitch Bolt Stitch Bolt (perface) A, Spacing Spacing Spacing Diugmwls Hori:.onrals Redundant.~ __ .ti _______ Jr ___ ;n ;n in ;n LI 0.000 110417-104 l 67 Tower Cale Elevalion K Single Angles Ji LI Yes 110.417-104.1 67 0.000 A36 1.05 36.000 36.000 (36 ks;) 3 Sided Latticed Pole Section Geometry (cont'd) Cale K Solid Rounds Yes K Factors' ------------------ Leg~ X K Single Cirrs Brace Diag1· X y Brace Diag~ X y Diugs X y ·-------- X y Hori:.. Sec. Hori:.. X X y y I I 36.000 Inner Brace X y I I 1No1e: KfOcror.1· are applied to member segment lengths. K-braces without inner supportin,:: members wilf have the Kf(J('tor in the ou1-c1~plwie direction upplied 1o the overall length. tnxTower J Page Mobilitie 120' Stealth Monopole -Lallie _ _ tructure 4 of 20 B+TGroup Project Date 1717 S Boulder Ave. Suite .WO 104468 001 01 15:115405/18/16 Tulsa, OK 74119 Client Designed by Phone: (918) 5R7-4630 Crown Castle bsevier F,\X, (9/8/ 295-0265 3 Sided Latticed Pole Section Geometry (cont'd) Tower Leg Diawmal Top Gin Bouom Girr MidGirr Lon,-: Horiwntal I Short Hori:.ontal Elemtum ft Net Width u iNet Width u Net Width u Net u Net u Ner LI 110.417-104.1 67 Tower Section Deduct in 0.000 ' Tower Elevation Deduct in 0.000 Deduct Width Width in Deduct Deduct ------~----in ____ '" 0.75 0.000 0.75 0.000 0.75 0.000 0.75 Tower Section Geometry A.uemhfy Database Description Sec/ion Width _/t Widrh Deduct '" 0.000 Number of" Sedions Tl 104.167-84.167 1.500 Tower Seoi011 Tower Elevatirm ---------. _ft --- Tl Tower Elei,ation ---__ ft------ Tl !04.167-84.167 Tower Elevariim 104.167-84.167 Le& Type Solid Round Top Girt Type Tower Section Geometry (cont'd) Diawmal Brudng Hus flus Top Girt Spacing Type K Bruce Huri::.rmta!.1· Ofj.~et End _ft -~---Panels ;n 1.)75 K Brace Left No Yes 4.500 Tower Section Geometry (cont'd) Leg Leg Diugonal Diagonal Size Crude Type She ------- 2 1/2 A572-50 Solid Round (50 ksi) Tower Section Geometry (cont'd) Top Girt Si:,e Top Girt Grude Borrom Girt Bottom Girt Type Si;:e -· ft------------------- Tl l04.167-84.167 Solid Round 5/8 AJ6 {36 ksi) ------------------ Solid Round 5/8 ' ~---u ' Net I Width ( Deduct in 0.75 0.000 Section Lengrh ft 20.000 Bottom Girt Ofj.5et in 4.500 Diagonal Grade A36 {36 ksi) Borrom Gin Grade -----------· AJ6 (36 ksi) u 0.75 tnxTower J Page B+TGroup 1717 S B,111lder Ave. Suite .WO Tulsa. OK 741 /9 Phone: (918) 5R7-4630 FAX.-(918i 295-0265 Tower Elevution /l Tl 104.167-84.167 Tower Elevation /i Tl l04.167-84.16 7 Tower Elevation /l Tl 104.167-84.16 7 No. of Mid Girts None Gusset Area (per face) r 0.000 Cali· K Single Angles Yes Mid Girt Tvpe Flat Bar Gu.uet Thicknes.1· in 0.000 Calt' K Solid Rounds Yes Mobilitie 120' Stealth Monopole -Lallie_ ~tructure 5 of 20 Project Date 104468.001.01 15: 11 :54 05/18/16 Client Designed by Crown Castle bsevier Tower Section Geometry (cont'd) Mid Girr Mid Girt Horizontal llori;ontal H1,ri::lmtal Si::.e Grade Type Si:.e Grade ------~--- A572-50 Solid Round 5/8 AJ6 (50 ksi) (36 ksi) Tower Section Geometry (cont'd) Gusset Grade Adjust. Factor Adjust. Weight Mull. Double Angle Double Angle Double Angle A1 Factor Stitch Bolt Stitch Bolt Stitch Bolr A, Spacing Spacing Spacing Diagrmais Hori::.rmtafs Redundants in "' in A36 0 0 1.05 0.000 0.000 36.000 (36 ksi) Tower Section Geometry (cont'd) K Factors' ---·-------- Le1:s X K Sin1tle Girt.1· Hori:. Sec. Inner Brace Brace Dia,.:s Huriz.. Bruce Diag,, Dia.gs X X X X X X X y y y y y y y l l 1 Note: Kjllctors are applied to member ugment lengths. K-hraL'eJ without inner supporti111t members will have tire Kfactor in the out-(d-plane direction applied to the overall le111:tlr. Tower teg Elevation f, ----------- 'Net Width u Deduct in TI 0.000 104.167-84.16 7 Tower Section Geometry (cont'd) Diagonal Top Girt :Net Width u Net Width u Deducr Deducr in in 0.000 0.000 Bottom Girt Net U Widrh Deduct m 0.000 Mid Girt Long l/oriz.ontal Short florbmtal . -----------,-------------i.---·-·· --------· Net U Net U ' Net U Width Width Width Deduct in 0.000 Dediu·t in -·t· o.oOO Deduct in 0.000 0.75 J Page tnxTower Mobilitie 120' Stealth Monopole -Lallie _ _ tructure 6 of 20 B+TGroup Project Date 17 ! 7 S Boulder A~·e. Sui It.' 300 104468 001.01 15:11:54 05/18/16 Tulsa, OK 741 f() Client Designed by Phone: (918) 587-4630 Crown Castle bsevier rAX.· (918) 295-0265 Feed Line/Linear Appurtenances -Entered As Round Or Flat Descrip!hm EW (P) EW (P) ·-· LDF5-50A(7/8") (Pl LDF4-50A( 112") (P) l.DF4-50A( 112") (P) Face Allow Component or Shield Type C No C C C C No No No No Ar(CaAa) Ar (CaA.a) Ar (CaAa) Ar(CaAa) Ar(CaAa) Placement Jt 104.167 -84.167 107.167-104.167 104.167-84.167 110.167 -104.167 110.167 -104.167 ToflJl Number Clear Width or Perimeter Weight Number Per Row Spacinl{ Diameter 2 2 J 46 8 2 7 3 in 0.000 0.000 1.090 0.630 0.630 in 0.000 0000 0.000 0.000 0.000 i~-------~ 0.001 0.001 0.000 0.000 0.000 Feed Line/Linear Appurtenances -Entered As Area Description Face Allow Component or Shield Type Le3 ·-· Placement Total Number . l!.!!i. .. ----kif __ _ Feed Line/Linear Appurtenances Section Areas Tower Tower Face A, A,.-C:\.A.1 CA.1 WeiKht Section Elevation fn Face Out Face Ji_ fr ------Jc K LI 110.417-104.167 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.052 Tl 104.167•84.167 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.043 Feed Line/Linear Appurtenances Section Areas -With Ice Tower Tower Face fee A, A, C.1A.1 CA._1 Wei.(;'ht Section Elevation '" Thickne.u In Face Out Face ____ ji ________ Lex ___ "' ft' ft' fr ti K LI 110.417-104.167 A 1.688 0.000 0.000 ll.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0 0{)0 0.000 14.296 0.000 0.215 Tl 104.167-84.167 A 1.666 0.000 0.000 0.000 0.000 0.000 B 0000 0.000 0.000 0.000 0.000 C 0.000 0.000 27.880 0.000 0.382 tnxTower J Page Mobilitie 120' Stealth Monopole -Lattic_ ~tructure 7 of 20 B+TGroup Project Date 17 I 7 S Boulder At·e, Suite 300 104468 001.01 15:11:54 05/18/16 Tulm. OK 74ll9 Client Designed by Phone: (918) 5R7-4630 Crown Castle bsevier FAK (918) 295-0265 Feed Line Center of Pressure Secrion Elevation CP, CP1. CP, CP,, lee fre t i11 in in /11 ·-·' ··-· -. LI 110.417-104.167 0.000 0.000 0.000 0.006 Tl 104.167-84.167 0.000 0.000 0.000 1.469 Shielding Factor Ka Tower-Feed Line De.Kription Feed Line K, K,. Section Record No. Sn,ment Elev. No Ice Ice LI 2 EW 104.17 -0.5888 0.0065 107.17 LI 9 LDF4-50A(l/2") 104.17 -0.5888 0.0065 110.17 LI II LD,4-50A( 112") 104.17-0.5888 0.0065 110.17 Tl I EW 84.17-104.17 0.6000 0.6000 Tl 5 LDF5-50A(718") 84.17-104.17 0.6000 0.6000 User Defined Loads Dest·ription Elevation Ujf~et A::imuth Weight F, F, Wind Force C.1Ac P-Delta Description Lightning Rod l/2''xJ' (E) ******* 6.25' x 54" MW Canister (Pl Face '" Leg A C .Ii 120.000 Ojf1·et Type None None From Angle Cenrroid ft K K K K __ _J~-~ 0.000 0.000 No Ice 0.000 0.000 0.000 0.270 5.663 [ce 0.000 0.000 0.000 0.000 0.000 Ser.:ice 0.000 0.000 0.000 0.000 0.000 Discrete Tower Loads Offsets: A-:.imuth Plm·ement CA.1 C_iA.1 Weight Hor-:. Adjusrmen1 Frolll Side Lmerul Vert ft ft ff ft' K ft ft -------------------------------------------- 0.000 121.500 No Ice 0.150 0.150 0.015 1/2" Ice 0.460 0.460 0.017 I" lee 0.648 0.648 0.021 0.000 l 10 417 -No Ice 25.J 13 25.313 1.500 (04.167 112" Ice 25.781 25.781 2038 tnxTower J Page Mobilitie 120' Stealth Monopole -Lallie __ tructure 8 of 20 B+TGroup Project Date 1717 S Bouldai\re. Suite 300 104468 001.01 15:11:54 05/18/16 Tulsa. OK 741 /9 Client Designed by Phone: /918) 587-4630 Crown Castle bsevier FAX: (918) 295-0265 Description Face Ojj.~et Offws: A::.imuth Placement CA.1 (1A.1 Weight 0, 1:vpe Hor:. Adjustment Front Side Leg l.ateral Vert /i Ji Ji} tr K ft ~----- I" Ice 26.249 26.249 2.;16 20' x 44" TME Canister C None 0.000 104.167-No Ice 66.000 66.000 UOO (P) 84.167 1/2" Ice 67.780 67.780 2.038 I" Ice 69.560 69.560 2.;76 I 15" x 36" KMW Antenna C None 0.000 11 ;.207 No Ice 23.000 23.000 o.;29 Canister l/2" Ice 23.640 23.640 0.704 (P) I" lee 24.280 24.280 0.879 " 2500 MHz FILTER A From Leg 0.500 0.000 102.167 No Ice 2.208 1.643 0.044 (P) 0.000 1/2" Ice 2.787 2.217 0.066 0.000 I" Ice J.258 2.669 0.091 2500 MHz FILTER B From Leg 0.500 0.000 102.167 No Ice 2.208 l.643 0.044 (P) 0.000 1/2" Jee 2.787 2.217 0.066 0000 I" Ice 3.258 2.669 0.091 2500 MHz FILTER C From Leg 0.500 0.000 102.167 No Ice 2.208 1.643 0.044 (P) 0000 1/2" Ice 2.787 2.217 0.066 0.000 l" Ice 3.258 2.669 0.091 ·-· 2500 MHz RRU A From Leg 0.500 0.000 99 667 No Ice 5.305 2.883 0.088 (P) 0.000 1/2" Ice 5.915 3.589 0.128 0000 l" Ice 6.447 4.171 0.174 2500 MHz RRU B From Leg 0500 0.000 99.667 No Ice 5.305 2.88) 0.088 (P) 0.000 1/2" Ice 5.915 3.589 0.128 0.000 t" Ice 6.447 4.171 0.174 2500 Ml lz RRU C From Leg 0.500 0.000 99.667 No Ice ;305 2.883 0.088 (P) 0.000 1/2" Ice 5.915 3.589 0.128 0.000 I" Ice 6.447 4.171 0.174 ·-· 800 MHz FILTER A From Leg 0500 0.000 97.167 No Ice 1.644 1.820 0.082 (P) 0.000 1/2" Ice 2.174 2.411 0.102 0.000 l" Ice 2.598 2.880 0.125 800 Milz FILTER B Frum Leg 0500 0.000 97. 167 No Ice 1.644 1.820 0.082 (P) 0.000 1/2" Ice 2.174 2.411 0.102 0.000 1" Ice 2.598 2&80 0.125 800 MHz FlL TER C From Leg 0.500 0.000 97.167 Noke 1.644 1.820 0.082 (P) 0.000 1/2" Ice 2.174 2.41 l 0.102 0.000 l" [ce 2.598 2.880 0.125 ·-· 800 MHz RRU A From Leg 0.500 0.000 95.167 No [ce 2.994 4.120 0075 (P) 0.000 1/2" Ice 3 561 4.841 0.113 0.000 I" ke 4.039 5.439 0.156 800 MHz RRU H From Leg 0.500 0.000 95.167 ~o Ice 2.994 4.120 0075 (P) 0.000 1/2" Ice 3.561 4.841 0.113 0.000 1" [cc 4.039 5.439 0.1;6 800 MHz RRU C From Leg 0.500 0.000 95.167 No lee 2.994 4.120 0.075 (P) 0.000 1/2" Ice 3 561 4.841 0. 11] 0.000 I" Ice 4.039 5.439 0.156 ·-· 800 MHz FILTER A From Leg 0.500 0.000 93.167 No Ice 1.644 1.820 0.082 (Pi 0.000 1/2" kc 2.174 2 411 0.102 0.000 l" Ice 2.598 2.880 0. 125 800 MHz FILTER H From Leg 0.500 0.000 93.167 No Ice 1.644 1.820 0.082 (P) 0.000 l/2" Ice 2.174 2.411 0.102 0.000 1" Ice 2.598 2.880 0.125 800 MHz FILTER C From Leg 0.500 0.000 93.167 No Ice 1.644 1.820 0.082 IP) 0.000 1/2" Ice 2.174 2 411 0.102 0.000 I" Ice 2.598 2.880 0.125 J tnxTower Mobilitie 120' Stealth Monopole -Lattic __ tructure B+TGroup Project 1717 S Boulder At'e, Suite :WrJ fol.rn, OK 741 /9 Client Phone: (918) 587-4630 FAX, (918) 295-0265 Descriprion Face Ojj.~et o, Type Let: ·-· 800 MHz RRU A From Leg (Pl 800 MHz RRU B From Leg (P) 800 MHz RRU C From Leg (Pl ·-· 1900 MHz RRU A From Leg (P) 1900MHz RRU 0 From Leg (Pl 1900 MHz RRU C From Leg (P) ·-· Description 3' Microwave Dish Antennas 3' Microwave Dish Antennas Comb. No. I Dead Only Face Dish '" Type us A Paraboloid w/o Radome B Paraboloid w/o Radome 2 1.2 Dead+l.6 Wind O deg-No Ice 3 0.9 Dead+ 1.6 Wind O deg -No [ce 4 1.2 Dead+ l .6 Wind 30 deg -No Ice 5 0.9 Dead+l.6 Wind JO deg-No Ice 6 1.2 Dead+l.6 Wind60dcg-No Ice 7 0.9 Dead+ 1.6 Wind 60 deg -No Ice 8 1.2 Dead+ 1.6 Wind 90 deg -No Ice 9 0.9 Dead+ 1.6 Wind 90 deg-No Ice O.fj"set Type From face From Face 104468 001.01 Crown Castle Ojj.~et.c A:.:imuth Placement C.1A.1 C,\A.1 Hor:. Adjustment Front Side Lateral Vert Ji ft Jc Jc Ji 0.500 0.000 90.667 No Ice 2.994 4.120 0.000 1/2" Ice 3.561 4.841 0.000 I" Ice 4.039 5.439 0.500 0.000 90.667 Noke 2.994 4.120 0.000 1/2" Ice 3.561 4.841 0.000 I" Ice 4.039 5.439 0.500 0.000 90.667 No Ice 2.994 4.120 0.000 1/2" Ice 3.561 4.841 0.000 I" Ice 4.039 5.439 0.500 0.000 88.167 No Ice 4.548 4.332 0.000 1/2" Ice 5.145 5.070 0.000 I" Ice 5.662 5.685 0.500 0.000 88.167 No Ice 4.548 4.332 0.000 l/2" Ice 5.145 5.070 0.000 I" Ice 5.662 5.685 0.500 0.000 88.167 No Ice 4.548 4.332 0.000 l/2" Ice 5.145 5.070 0.000 I" lee 5.662 5.685 Dishes Off.5ets: Azimuth 3d8 Elevation Outside Horz Adjustment Beam Diameter Lateral Width Vert /i /i /i 0.500 0.000 107.167 No lee 0.000 1/2" Ice 0.000 I" Ice 0.500 0.000 107.167 No Ice 0.000 l/2" lee 0000 I" Ice Load Combinations Description Page 9 of 20 Date 15:11:54 05/18/16 Designed by bsevier WeiKht K 0.075 0.113 0.156 0.075 0.113 0.156 0.075 0.113 0 156 0.082 0.128 0.179 0.082 0.128 0 179 0.082 0.128 0 179 Aperture Weif{ht Area ;2 K ----- 0.000 0.051 0.000 0.089 0.000 0.128 0.000 0.051 0.000 0.089 0.000 0.128 Comb. No. lO ll 12 [3 14 [5 [6 17 [8 [9 20 21 22 23 24 25 26 27 28 29 JO J l .12 33 34 35 36 37 38 39 40 4[ 42 43 44 45 46 47 48 49 50 Section No l.l J tnxTower Mobilitie 120' Stealth Monopole -Lattic _ tructure B+TGroup Project I 717 S Boulder Ave. Suire 300 Tulsa. OK 74119 Client Plume: (9/8) 587-4630 FAX: (918) 295-0265 1.2 Dead+ 1.6 Wind 120 deg -No Ice 0.9 Dead+ 1.6 \Vind 120 deg -No Ice 1.2 Dead+ 1.6 Wind 150 deg -No Ice 0.9 Dead+l .6 Wind 150 deg-No Ice 1.2 Dead+ 1.6 Wind 180 deg -No Ice 0.9 Dead+l.6 Wind 180deg-No lee 1.2 Dead+ 1.6 Wind 210 deg -No lee 0. 9 Dead+ 1.6 Wind 210 deg -No Ice 1.2 Dead+l.6 Wind240deg-No Ice 0. 9 Dead+ 1.6 Wind 240 deg -No Ice 1.2 Dead+l.6 Wind 270deg-No Ice 0.9 Dead+ 1.6 Wind 270 deg -No Ice 1.2 Dead+ 1.6 Wind 300 deg -No kc 0.9 Dead+l.6 Wind 300 deg-No Ice l.2 Dead+l.6 Wind 330deg-No Ice 0. 9 Dead+ 1.6 Wind 330 deg -No Ice l.2 Dead+ 1.0 Ice+ l.O Temp l.2 Dead+I.O Wind O deg+I.O Ice+l.O Temp l.2 Dead+ 1.0 Wind 30 deg+ 1.0 Ice+ 1.0 Temp l.2 Dead+l.O Wind 60 deg+ 1.0 lce+l.O Temp l.2 Dead+ 1.0 Wind 90 deg+ 1.0 Ice+ 1.0 Temp l.2 Dead+ 1.0 Wind 120 deg+ 1.0 Ice+ 1.0 Temp 1.2 Dead+l.O Wind 150deg+l.O lce+l.O Temp 1.2 Dead+I.O Wind 180 deg+ 1.0 Ice+ l.O Temp 1.2 Dead+i.O Wind 210 deg+l.O lce+l.O Temp l.2 Dead+I.O Wind 240 deg+ 1.0 Ice+ 1.0 Temp l.2 Dead+ 1.0 Wind 270 deg--.-1.0 Ice+ 1.0 Temp l.2 Dead+I.O Wind 300 deg+l.O Ice+l.O Temp l.2 Dead+I.O Wind 330 deg+I .O Ice+ 1.0 Temp Dead+Wind O deg-Service Dead+Wind 30 deg -Service Dead+Wind 60 deg -Service Dead+Wind 90 deg -Service Dead+Wind l20 deg -Service Dead+Wind l50 deg -Service Dead+Wind l80 deg -Service Dcad+Wind 210 deg -Service Dead+Wind 240 deg -Service Dead+Wind 270 deg -Service Dead+Wind 300 deg -Service Dead+Wind 330 de -Service Description Maximum Elevation Component Condition /r Type ---------·- 110.417-Latticed Pole Leg Max Tension [04.167 Max. Compression Max. Mx Max. My Max. Vy Max. Vx Latticed Pole Max Tension Diagonal Max. Compression Max. Mx Max. My 104468.001.01 Crown Castle Member Forces Gov. Axial Major A.xis Minor Axis Load l'vf.oment A1ome,u Comb. K -_ __!_i_r::_f!__ ----kip~ft - 23 46.579 -0.6[9 -0.634 2 -48.344 0.000 0.000 20 -41.917 -0. 997 0.030 4 -41.958 0.473 -0.878 20 -2.686 0.000 0.000 4 -2.366 0.000 0.000 24 7.814 0.000 0.000 4 -7.835 0.000 0.000 36 O.l l7 0.00[ 0.000 22 -0. [67 0.000 -0.000 Page 10 of 20 Date 15:11:54 05/18/16 Designed by bsevier tnxTower J Page Mobilitie 120' Stealth Monopole -Lattic _ tructure 11 of 20 B+TGroup Project Date 1717 S Boulder .4.i:e, Suite 300 10446800101 15:11:54 05/18/16 Tulsa. OK 74119 Client Designed by Phone: (918) 587-4630 Crown Castle bsevier FAX: (9/8) 295-0265 Section Elevation Component Condition Gov. Axial lvfujor Axis Minor Axis No. ft Type Load ,'Woment Moment Comb. K kip-Jr kip-Jr Max. Vy 36 -0.003 0000 0.000 Max. Vx 22 0.000 0000 0000 Latticed Pole Max Tension 4 l.125 0.000 0.000 Horizontal Max. Compression 25 -l.080 0.000 0.000 Max. Mx 26 0.043 0.001 0.000 Max. Vy 26 0.003 0.000 0.000 Latticed Pole Top Max Tension 6 1.592 0.000 0.000 Girt Max. Compression 24 -l.159 0.000 0.000 Max. Mx 26 0004 0.001 0.000 Max. Vy 26 0.003 0.000 0.000 Latticed Pole Max Tension 10 1.465 0.000 0.000 Bottom Girt Max. Compression 22 -l.424 0.000 0.000 Max. Mx 35 0.451 0.001 0.000 Max. Vy 35 0.003 0.000 0.000 Tl 104.167-Leg Max Tension 15 15 l.953 -0.460 1.594 84.167 Max. Compression 10 -157.061 -0.000 -0.000 Max. Mx 20 -136.369 -1.941 0.068 Max. My 4 -136.367 0.912 -1.715 Max. Vy 20 -5.19 l 0.000 -0.000 Max. Vx 4 -4.586 0.000 0.000 Diagonal Max Tension 24 12.705 0.000 0.000 Max. Compression 4 -12.756 0.000 0.000 Max. Mx 32 0.425 0.003 0.000 Max. My 22 -0.361 0.000 -0.000 Max. Vy 32 -0.007 0.000 0.000 Max. Vx 22 0.000 0.000 0.000 Horizontal Max Tension 10 2.588 0.000 0.000 Max. Compression 10 -2.588 0.000 0.000 Max. Mx 26 0.102 0.002 0.000 Max. Vy 26 0.004 0.000 0.000 Top Girt Max Tension 37 1.808 0.000 0.000 Max. Compression 19 -0366 0.000 0.000 Max. Mx 35 1.801 0.002 0.000 Max. Vy 35 0.004 0.000 0.000 Bottom Girt Max Tension 18 J.097 0.000 0.000 Max. Compression 23 -2.921 0.000 0.000 Max. Mx 26 0.735 0.002 0.000 Max. Vy 26 0.004 0.000 0000 Maximum Reactions l.!!C(ltion Crmdilitm lrov. Verriml Hori:.ontal. X llorizontal. Z Load K K K Comb. ·------·-----·--·----·--------------- Leg C Max. Vert 18 157.081 3.917 -0.730 Max. H, 20 136.414 4.475 -0.112 Max. H 1 5 -131.274 -2.905 2.137 Min. Vert 7 -151.915 -4.943 1.401 Min. H, 8 -\J0.769 -5.569 0.211 Min.IL 15 79.139 0.144 -l .575 Leg B Max. Vert 10 157.081 -2.591 -3 026 Max. H, 22 -151.432 3.686 3.583 Max.H, 24 -\J0.769 2.967 4.718 tnxTower J Page Mobilitie 120' Stealth Monopole -Lattic_ _tructure 12 of 20 B+TGroup Project Date 1717 S Boulder Are. Swte 300 104468 001.01 15:11:54 05/18/16 Tulsa. OK 741 /9 Client Designed by Plume: (9/8) 5R7-4630 Crown Castle bsevier h\X, /918) 295-0265 Loaufrm Condition Gov. Vertii:al Hori-;:.1mtal, X Huri::.u11wl,Z Loud K K K Comb. Min. Vert 23 -151.915 3.685 3.582 Min. H, 11 156.151 -2592 -3.025 Min. H, 12 136.414 -2.334 -3.819 Leg A Max. Vert 2 157.078 -1326 3.757 Max. H, 18 -74.309 3 077 -3.519 Max.H, 4 136.411 -2.142 J 932 Min. Vert 15 -151.917 1.259 -4 982 Min. H, 7 79.133 -2.553 3 094 Min.IL 14 -151.435 1.260 -4.983 Tower Mast Reaction Summary Load Vertical Shear1 Shear_. OverturninN Overturn in,: Torque Combination Moment, M, ,tfumenr. M, K K K k; -Ji kir.~fi _!jp_-J!__ ___ Dead Only 7.063 0.000 0.000 0.002 0.000 -0.000 1.2 Dead+l.6 WindOdeg-No 8.476 0.000 -10.314 -200.380 0.007 -0001 Ice 0.9 Dead+ 1.6 Wind O deg -No 6357 -0.000 -10.314 -200.090 0.007 -0.001 Ice 1.2 Dead+l.6 Wind 30 deg-No 8.476 5. l57 -8.932 -173.533 -100.191 -0.000 Ice 0.9 Dead+ 1.6 Wind JO deg -No 6.357 5.157 -8.932 -173281 -100.045 -0.000 Ice 1.2 Dead+l.6 Wind 60 deg-No 8.476 8.932 -5.157 -100.190 -l 73.542 -0.000 Ice 0.9 Dead+l .6 Wind 60 deg -No 6.357 8.932 -5.157 -100.044 -173.290 -0.000 Ice 1.2 Dead+l.6 Wind 90 deg-No 8.476 10314 -0.000 -0.002 -200.389 -0.001 Ice 0.9 Dead+ 1.6 Wind 90 deg -No 6.357 10314 -0.000 -0.003 -200.099 -0.001 Ice 1.2 Dead+ 1.6 Wind l20 deg -8.476 8.932 5.157 100.188 -173.540 -0.001 No Ice 0.9 0ead+l.6 Wind l20dcg-6357 8.932 5.157 100.042 -173.288 -0001 No Ice 1.2 Dead+l.6 Wind l50deg-8.476 5. 157 8.932 17).538 -100.191 -0.000 No Ice 0.9 Dead+l.6 Wind l50deg-6.357 5.157 8.932 173.286 -100.045 -0.000 No Ice 1.2 Dead+l.6 Wind 180deg-8.476 -0.000 10314 200.390 0.002 -0.000 No Ice 0.9 Dead+l.6 Wind ISO deg-6.357 -0.000 10314 200.099 0.002 -0.000 No Ice l.2 Dead+ 1.6 Wind 210 deg -8.476 -5.157 8.932 173.548 100.190 -0.001 No Ice 0.9 Dead+l.6 Wind 210 deg-6.357 -5.157 8.932 173.295 100.045 -0.001 No Ice 1.2 Dead+ 1.6 Wind 240 deg -8.476 -8.932 5.157 100200 173.533 -0.001 No Ice 0.9 Dead+ 1.6 Wind 240 deg -6.357 -8.932 5.157 100.054 173.282 -0.001 No Ice l.2 Dead+l.6 Wind 270 deg-8.476 -10.314 -0.000 0.003 200.381 -0.000 No [ce 0.9 Dead+l.6 Wind 270 deg-6.357 -10.314 -0.000 0.002 200.090 -0.000 No lee 1.2 Dead+ 1.6 Wind 300 deg -8.476 -8.932 -5.157 -100.192 173.540 0.000 tnxTower J Page Mobilitie 120' Stealth Monopole -Lallie __ tructure 13 of 20 B+TGroup Project Date 1717 S Boulder Av(', Suire 300 104468.001.01 15:11:54 05/18/16 Tulsa. OK 74119 Client Designed by Plume: (918) 587-4630 Crown Castle bsevier FAX.-(918) 295-0265 Load Vertiml Shear, Shrnr_ Overturning Overturning Torqul' Combination Moment.M, ,tloment. M~ K K K ki J:f{ -~ip~tt __ hpJt_ Noke 0.9 Dead+l.6 Wind 300 deg-6.357 -8.932 -5.157 -100 048 173.288 -0.000 No Ice 1.2 Dead+ l.6 Wind 330 deg -8.476 -5.157 -8.932 -173537 100.199 -0.001 No Ice 0.9 Dead+ 1.6 Wind 330 deg -6.357 -5.157 -8.932 -173.286 100.053 -0.001 No Ice 1.2 Dead+ 1.0 Ice+ 1.0 Temp 17.740 0.000 -0.000 0.133 0000 0.000 l .2 Dead+ 1.0 Wind O deg+ 1.0 17.740 -0.000 -0.372 -6.905 0.000 -0.000 lce+l.O Temp 1.2 Dead+ l.O Wind 30 deg+ 1.0 17.740 0.187 -0.323 -5.976 -3.527 0.001 Ice+ 1.0 Temp 1.2 Dead+ l.O Wind 60 deg+l.O 17.740 0.326 -0.188 -3.411 -6.139 0.003 lce+I.O Temp 1.2 Dead+ 1.0 Wind 90 deg+l.O 17.740 0.379 -0.000 0 134 -7.107 0.003 lce+I.O Temp 1.2 Dead+l.O Wind 120 17.740 0.326 0.188 3.678 -6 140 0.003 deg+l .O ke+l.O Temp 1.2 Dead+ 1.0 Wind 150 17.740 0.187 0.323 6.243 -3.528 0.001 deg+I .O ke+I.O Temp 1.2 Dead+ 1.0 Wind 180 17.740 0.000 0.372 7.171 -0.000 -0.000 deg+l.O lce+l.O Temp 1.2 Dead+l.O Wind 210 17.740 -0.187 0.323 6243 3.528 -0001 deg+I .O (cc+I.O Temp 1.2 Dead+ 1.0 Wind 240 17.740 -0.326 0.188 3.678 6.140 -0.003 deg+l .O Ice+! .0 Temp 1.2 Dead+I .O Wind 270 17.740 -0.379 -0.000 0.134 7.106 -0003 deg+ 1.0 lee+ 1.0 Temp 1.2 Dead+I.O Wind JOO 17.740 -0.326 -0.188 -3.411 6.139 -0.003 deg+I .O [ce+l.O Temp 1.2 Dcad+I.O Wind 330 17.740 -0.187 -0.323 -5.977 3.527 -0.001 deg+I.O lce+l.O Temp Dead+Wind O deg -Service 7.063 -0.000 -l.134 -21.193 0.000 -0.000 Dead+Wind 30 deg-Service 7.063 0.567 -0.982 -18.354 -10.598 -0.000 Dead+Wind 60 deg-Service 7.063 0.982 -0.567 -10.596 -18.356 0.000 Dead+Wind 90 deg-Service 7.063 I.I 34 0.000 0.002 -2 l.195 -0.000 Dead+Wind 120 deg -Service 7.063 0.982 0.567 10.600 -18.356 -0.000 Dead+Wind 150 deg -Service 7.063 0.567 0.982 18.358 -10.598 -0.000 Dead+Wind 180 deg -Service 7.063 -0.000 1. IJ4 21.198 -0.000 0.000 Dead+Wind 210 deg -Service 7063 -0.567 0.982 18.358 10.598 -0.000 Dead+Wind 240 deg -Service 7063 -0.982 0.567 10.600 18.356 -0.000 Dead+Wind 270 deg -Service 7.063 -I.I 34 -0.000 0.002 21.195 0.000 Dead+Wind 300 deg-Service 7.063 -0.982 -0.567 -10.595 18.356 0.000 Dead+Wind 330 dee -Service 7.063 -0.567 -0.982 -[8.353 I0.598 -0.000 Solution Summary Sum rd"Applied Forces Sum r,f"Reacrions load PX PY PZ PX PY PZ o/r, Error Comb. K K K K K K ------. -·------·--··------~--------· 0.000 -7.063 0.000 0.000 7.063 0.000 0.000% 2 0.000 -8.476 -l0.314 -0.000 8.476 10.314 0.000% 3 0.000 -6.357 -10.314 0.000 6.357 10.314 0.000% 4 5.157 -8.476 -8 932 -5.157 8.476 8.932 0.000% 5 5.157 -6.357 -8.932 -5 157 6.357 8.932 0.000% 6 8.932 -8.476 -5.157 -8.932 8.476 5.157 0.000% 7 8.932 -6.357 -5.157 -8.932 6.357 5.157 0.000% 8 10 314 -8.476 0.000 -I0.314 8.476 0.000 0.000% tnxTower J Page Mobilitie 120' Stealth Monopole -Lallie-~ tructure 14 of 20 B+TGroup Project Date I 717 S Boulder ,\1-e. Swte 300 104468 001.01 15115405/18/16 Tufs11. OK 74119 Client Designed by Phone: (918) 5R7-4630 Crown Castle bsevier FAX· (918) 295-0265 Sum of Applied Foras Sum of Reacrions Load PX PY pz PX PY PZ % Error Comb. K K K K K K 9 l0.314 -6.357 0.000 -10.314 6.357 0.000 0.000% 10 8.932 -8.476 5. l57 -8.932 8.476 -5.157 0.000% ll 8.932 -6.357 5. [57 -8.932 6.357 -5.157 0.000% 12 5. l57 -8.476 8.932 -5. l57 8.476 -8.932 0.000% l3 5.157 -6.357 8.932 -5. l57 6.357 -8.932 0.000% 14 0.000 -8.476 10.314 0.000 8.476 -l0.314 0.000% 15 0.000 -6.357 10.314 0.000 6.357 -l0.314 0.000% 16 -5.157 -8.476 8.932 5.157 8.476 -8.932 0.000% 17 -5.157 -6.357 8.932 5.157 6.357 -8.932 0.000% 18 -8.932 -8.476 5.157 8.932 8.476 -5.157 0.000% 19 -8.932 -6 357 5.157 8.932 6.357 -5.157 0.000% 20 -10.3 [4 -8.476 0.000 10.314 8.476 0.000 0.000% 21 -l0.3l4 -6.357 0.000 l0.314 6.357 0.000 0.000% 22 -8.932 -8.476 -5.157 8.932 8.476 5.157 0.000% 23 -8.932 -6.357 -5.157 8.932 6.357 5.157 0.000% 24 -5.157 -8.476 -8.932 5.157 8.476 8.932 0.000% 25 -5.157 -6.357 -8.932 5.157 6.357 8.932 0.000% 26 0.000 -17.740 0.000 -0.000 17.740 0.000 0.000% 27 0.000 -17.740 -0.372 0.000 17.740 0.372 0.000% 28 0.187 -17.740 -0323 -0.187 l7.740 0.323 0.000% 29 0.326 -17.740 -0.188 -0.326 l7.740 0.188 0.000% 30 0379 -17.740 0.000 -0.379 17.740 0.000 0.000% 3 I 0.326 -17.740 0 188 -0.326 17.740 -O. l88 0.000% 32 0.187 -17.740 0 323 -0.187 17.740 -0.323 0.000% 33 0.000 -l7.740 0.372 0.000 17.740 -0.372 0.000% 34 -0 187 -17.740 0.323 0.187 17.740 -0.323 0.000% 35 -0 326 -17.740 0.188 0.326 17.740 -O. l88 0.000% 36 -0.379 -17.740 0.000 0.379 17.740 0.000 0.0001% 37 -0.326 -17.740 -0.188 0.326 17.740 O.l88 0.000% 38 -0.187 -l7.740 -0.323 0.187 17.740 0.323 0.000% 39 0.000 -7.063 -l.134 0.000 7.063 l.l 34 0.000% 40 0.567 -7.063 -0. 982 -0.567 7.063 0.982 0.000% 41 0 982 -7.063 -0.567 -0.982 7.063 0.567 0.000% 42 1.134 -7.063 0.000 -1.134 7.063 0.000 0.000% 43 0.982 -7.063 0.567 -0.982 7.063 -0.567 0.000% 44 0.567 -7.063 0.982 -0.567 7.063 -0.982 0.000% 45 0.000 -7.063 l.l 34 0.000 7.063 -1.134 0.000% 46 -0.567 -7.063 0.982 0.567 7063 -0.982 0.000% 47 -0.982 -7.063 0.567 0.982 7063 -0.567 0.000% 48 -ll34 -7 063 0.000 1.134 7.063 0.000 0.000% 49 -0.982 -7.063 -0.567 0.982 7.063 0.567 0.000'% 50 -0.567 -7.063 -0.982 0.567 7.063 0.982 0.000% Non-Linear Convergence Results l.oad Coriver!{ed? Number Di.'>placement Force Combination o(Cvcln T11lerance Tolerance l Yes 6 0.0000000[ 0.00000001 2 Yes 8 0.00000001 0.00002204 3 Yes 8 0.00000001 0.00001605 4 Yes 8 0.0000000[ 0.00002306 5 Yes 8 0.00000001 0.0000170[ 6 Yes 8 0.00000001 0.00002343 7 Yes 8 0.00000001 0.00001736 8 Yes 8 0.00000001 0.00002242 9 Yes 8 0.00000001 0.00001643 tnxTower J Page Mobilitie 120' Stealth Monopole -Lattic _ tructure 15 of 20 B+TGroup Project Date 1717 S Boulder A re. Suite 300 104468.001.01 15:11:54 05/18/16 Tulsa, OK74!19 Client Designed by Phone: (9iR) 5X7,46:W Crown Castle bsevier FAX.-/918) 295-0265 10 Yes 8 0.00000001 0.00002218 II Yes 8 0.00000001 0.00001617 12 Yes 8 0.00000001 0.00002303 13 Yes 8 0.00000001 0.00001698 14 Yes 8 0.00000001 0.00002326 15 Yes 8 0.00000001 0.00001724 16 Yes 8 0.00000001 0.00002257 17 Yes 8 0.00000001 0.00001654 18 Yes 8 0.00000001 0.00002219 19 Yes 8 0.00000001 0.00001617 20 Yes 8 0.00000001 0.00002288 21 Yes 8 0.00000001 0.00001687 22 Yes 8 0.00000001 0.00002343 23 Yes 8 0.00000001 0.00001737 24 Yes 8 0.00000001 0.00002261 25 Yes 8 0.00000001 0.00001657 26 Yes 6 0.00000001 0.00000001 27 Yes 8 0.00000001 0.00002320 28 Yes 8 0.00000001 0.00002322 29 Yes 8 0.00000001 0.00002335 JO Yes 8 0.00000001 0.00002352 3 l Yes 8 0.00000001 0.00002347 32 Yes 8 0.00000001 0 00002358 33 Yes 8 0.00000001 0.00002357 34 Yes 8 0.00000001 0.00002362 35 Yes 8 0.00000001 0.00002358 36 Yes 8 0.00000001 0.00002350 37 Yes 8 0.00000001 0.00002336 38 Yes 8 0.00000001 0.00002326 39 Yes 8 0.00000001 0.00001811 40 Yes 8 0 00000001 0.00001820 41 Yes 8 0.00000001 0.00001822 42 Yes 8 0.00000001 000001813 43 Yes 8 0.00000001 0.00001811 44 Yes 8 0.00000001 0.00001820 45 Yes 8 0.00000001 0.00001822 46 Yes 8 0.00000001 0.00001813 47 Yes 8 0.00000001 0.00001811 48 Yes 8 0.00000001 000001819 49 Yes 8 0.00000001 0.00001822 50 Yes 8 0.00000001 0.00001813 Maximum Tower Deflections -Service Wind Section Elevation Horz. Gov. Tift Twist No. Dej1ectim1 load ft ,n Comb. -----------------Ll 110.417• 104.167 0.361 39 0.095 0.002 Tl 104.167 -84.167 0.235 39 0.083 0.001 ----------------------------------------- tnxTower J Page Mobilitie 120' Stealth Monopole -Lattic __ tructure 16 of 20 B+TGroup Project Date 1717 S Boulder Ave. Suite 300 104468 001 01 15:11:54 05/18/16 Tidw.. OK 74119 Client Designed by Phone: {91R) 587-4630 Crown Castle bsevier FAX: (9/R) 295-0265 Critical Deflections and Radius of Curvature -Service Wind Elevmion Appurtenam:e Gov. Deflection Tilt Twist Radius t?{ load Curvwure ____ ft_ ________ ----Comb. in ft ---·-------------------·---------------------------- 121.500 Lightning Rod l/2"x3' 39 0.361 0.095 0.002 17216 120.000 P-Delta 39 0.361 0.095 0.002 17216 115.207 l 15" x 36" KMW Antenna Canister 39 0.361 0.095 0.002 17216 110.417 6.25' x 54" MW Canister 39 0.361 0.095 0.002 17216 107.292 6.25' x 54" MW Canister 39 0.296 0.089 0.002 17216 107.167 3' Microwave Dish Antennas 39 0.293 0089 0002 17216 104.167 6.25' x 54" MW Canister 39 0.235 0.083 0.001 15154 102.167 2500 MHz FILTER 40 0.201 0.077 0.001 14500 99.667 2500 MHz RRU 40 0.163 0.069 0.001 16135 99.167 20' x 44" TME Canister 40 0.155 0.068 0.001 16669 97.167 800 MHz FILTER 44 0.129 0.060 0.001 19233 95.167 800 MHz RRU 44 0.105 0.052 o_ooo 22730 94 167 20' x 44" TME Canister 44 0.094 0048 0000 25003 93 167 800 MHz FIL TE::R 44 0.083 0.043 0.000 27782 90.667 800 MHz RRU 45 0.058 0.032 0.000 38467 89.167 20' x 44" TME Canister 45 0.044 0.025 0000 50007 88 167 1900 MHzRRU 45 0.035 0.020 0000 50007 84.167 20' x 44" TME Canister 0 0.000 0.000 0000 50007 Maximum Tower Deflections -Design Wind Se(·tirm t.:tevarirm Hor-;.. Gov. Tilt Twist No. De.flee ti on Load _/i in Comh. LI l 10.417 • 104.167 3.479 22 0.934 0.007 Tl 104-167 • 84_167 2.249 6 0.801 0.011 Critical Deflections and Radius of Curvature -Design Wind Elevation Appurtenanf"e Gov. De/lei ·rion Tilt Twist Radius ?f load Curvature ft Comb. in _Ji ------------------ [21.500 Lightning Rod l/2"x3' 22 3479 0 934 0.007 1714 120.000 P-Dclta 22 3 479 0 934 0.007 1714 115.207 l 15" x 36" KMW Antenna Canister 22 3.479 0.934 0.007 1714 I 10.417 6.25' x 54" MW Canister 22 3-479 0.934 0.007 1714 107.292 6.25' x 54" MW Canister 6 2.841 0.872 0.008 1714 107.167 3' Microwave Dish Antennas 6 2.816 0.870 0008 1714 104 167 6.25' x 54" MW Canister 6 2.249 0.801 0.011 1509 102.167 2500 MHz FILTER 4 1.9[4 0.745 0.012 1443 99.667 2500 Milz RRU 4 l.544 0.665 O.Oll 1606 99-167 20' x 44" TME Canister 4 1.476 0.648 O.Oll 1659 97.167 800 MHz FILTER 12 1-221 0.574 0.012 1914 95.167 800 MHz RRU 12 0.991 0.495 0.011 2262 94.167 20' x 44" TME Canister 12 0884 0.454 0 0 ](J 2489 93 167 800 MHz FILTER 12 0.782 0.412 0.010 2765 90.667 800 Milz RRU 12 0.544 0.302 0_007 3828 89.167 20' x 44" TME Canister 12 0.412 0.234 0006 4977 88.167 1900 MHz RRU 12 0.327 0.188 0.005 4977 84.167 20' x 44" TME Canister 0 0.000 0.000 0.000 4977 tnxTower J Page Mobilitie 120' Stealth Monopole -Lattic _ _ tructure 17 of 20 B+TGroup Project Date 1717 S Boulder A re. Suite 300 104468 00101 1511:54 05/18/16 Tu!.w, OK 741 /9 Client Designed by Phone: (9JX) 5X7·+630 Crown Castle bsevier fAX: (9/R) 295·0265 Compression Checks Leg Design Data (Compression) Section Elevation Si:.e L L,, Kl/r A P,, $P, Ratio No. P,, fr Ji Ji -----·--·-··--··--··--- /112 K K $P, LI l 10.4 l 7 -2 l/2 6.250 0375 7.2 4.909 -48.344 220.058 0.220 I 104.167 K=l.00 v" Tl 104.167-2 l/2 20.000 0.375 7.2 4.909 -157.061 220.058 0.714 I 84.167 K=l.00 v" 1 P" I $P,, controls Diagonal Design Data (Compression) Section Elevurion Size L L,, Kllr .4 P,, $P, Ratio No. P,, .Ii /i Ji rrr K K P, LI 110.417-J/4 l.700 l.346 82.2 0.442 -7.835 10.032 0.78] I 104167 K=0.95 v" Tl 104.167-2.035 l.752 81.5 0.785 -12.756 17.935 0.7( JI 84.167 K=0.97 v" ' P" I $P, controls Horizontal Design Data (Compression) Se,·1im1 Elevation Size L L,, KIi, A P,, $P, Ratio Nu. P,, .f) /i n ur K K ___Ea~_ LI 110.417-l/2 l.000 0.792 76.0 0.196 -l.080 4.694 0.230 I 104.167 K=l.00 v" Tl 104.167-5/8 l.500 l.292 84.9 0.307 -2.588 6.800 0.J8J I 84.167 K=0.86 v" l P,, I $P,, contro Is tnxTower J Page Mobilitie 120' Stealth Monopole -Lattic _ _ tructure 18 of 20 B+TGroup Project Date 1717 S B,mlder Ave. Suite 300 104468.001.01 15:11:54 05/18/16 Tulsa. OK 7-11 /9 Client Designed by Ph,me: f9/R)5R7-.J630 Crown Castle bsevier F,\X, (9/8/ 295-0265 Top Girt Design Data (Compression) Section Elevation Si:.e L L,, Kl/,-A P, ~P, Ratio No. P,, .fl .fl .fl in 2 K K ~P, LI 110.417-112 1.000 0.792 76.0 0.196 -1.159 4.694 0.247 I 104.167 K~I.00 ,/ Tl 104.167 -518 1.500 1.292 84.9 0.)07 -0.366 6.800 0.054 I 84.167 Ka-0.86 ,/ ' P,, I ~P, controls Bottom Girt Design Data (Compression) Section Elevation Si::.e [. L., Kl/r A P,, ~P, Ratio No. P,, jl fl fl /112 K K PPn l..1 110.417-112 1.000 0.792 76.0 0.196 -1.424 4.694 0.JOJ I 104.167 K~l.00 ,/ Tl 104.167 -518 1.500 1.292 84.9 0.307 -2. 922 6.800 0.430 I 84.167 K~0.86 ,/ IP,, I ~P, controls Tension Checks Leg Design Data (Tension) Section Elevation Si:.e L L,, Kl!r A P., ~P, Rurio No. P,, .fl fl .fl in" K --K--~-- LI 110.417-2 1/2 6.250 0.375 7.2 4.909 46.579 220.893 0.211' 104.167 ,/ Tl 104.167-2 1/2 20.000 0.375 7.2 4.909 151.953 220.893 0.688 84.167 ,/ ' P,, I ~P,, controls tnxTower B+TGroup 1717 S Boulder Ave. Suite 300 Tulsa. OK NI 19 Phone: (918) 587-4630 FAX, (918) 295-0265 Section Elevation No. _fi LI 110-417- 104.167 Tl 104.167- 84.167 l P., / ,w" controls Section Elevation No. /i LI 110.417- 104.167 Tl 104.167- 84.167 ' P" I 4P,, controls Set'tion No. Elevation J Mobilitie 120' Stealth Monopole -Lattie-~tructure Project 104468 001.01 Client Crown Castle Diagonal Design Data (Tension) Si;,e L L,, Kllr A P, _fi Ji in 2 K -----------·---------·------ 314 1.700 1.346 86.1 0.442 7.814 2.035 1.752 84.1 0.785 12.705 Horizontal Design Data (Tension) Size L L,, Kl/r A P,, /i Ji ur K ------------------ 112 1.000 0.792 76.0 0.196 1.125 518 1.500 1.292 99.2 0.307 2.588 Top Girt Design Data (Tension) Si::.e L L,, Kllr A P,, Ji Ji in 2 K Ji 110-417- 104.167 104.167- 84.167 ----------------------" LI 112 1.000 0.792 76.0 0.196 1.592 Tl 5/8 1.500 1.292 99.2 0.307 1.808 1 P,, I q>P,, controls Bottom Girt Design Data (Tension) Section Elevation Size L L,, Kllr A P,, No. fl fl /i in 1 K Page 19 of 20 Date 15:11:54 05/18/16 Designed by bsevier ~P,, Rmio P,, K ~P, 14.314 ----0.546-- 1 -- v 25.447 0.499 I v ~P, Ratio P,, K jl'e_ 6.362 0.[77 I v 9.940 0.260 ' v q>P" Ratio P,, K ----~P, 6.362 0.250 ' v 9.940 0.182 I v 4P,, Ratio P,, K ----·---------~ ----~- LI 110-417 -112 1,000 0.792 76.0 0.196 t .465 6.362 0.2JQ I 104.167 v Tl 104.167 -5/8 1.500 1.292 99.2 0.307 3.097 9.940 0.3[2 I 84.167 v IP,. I 4P,, controls tnxTower J Page Mobilitie 120' Stealth Monopole -Lallie tructure 20 of 20 B+TGroup Project Date 1717 S Boulder Ave, Suire 300 104468 001 01 15:11:54 05/18116 Tulsa, OK 74 l 19 Client Designed by Ph,me: (9!RJ5R7-.:/630 Crown Castle bsevier F4X: (9!P.J 295 0265 Section Capacity Table Section Elevation Componem Si::.e Critical p r,,P"11,,., % Pas.5 No. ft Type l:'lemenr K K Capac·iry Fuil ------~---~---·~-·---- LI 110.417-Latticed Pole Leg 2 1/2 -48.344 220.058 22.0 Pass 104.167 LI 110.417 • Latticed Pole 3/4 12 -7.835 10.032 78.1 Pass 104.167 Diagonal LI 110.417-Latticed Pole 1/2 14 -1.080 4.694 23.0 Pass 104.167 Horizontal LI II0.417-Latticed Pole Top 1/2 4 1.592 6.362 25.0 Pass 104.167 Girt LI II0.417-Latticed Pole Bottom 1/2 8 -1.424 4.694 30.J Pass 104.167 Girt Tl 104.167 -84.167 Leg 2 1/2 32 -157.061 220.058 71.4 Pass Tl 104.167 -84.167 Diagonal I 42 -12.756 17.935 71.1 Pass Tl 104.167-84.167 Horizontal 518 44 -2.588 6.800 38.1 Pass Tl 104.167 • 84.167 Top Girt 5/8 35 1.808 9.940 18.2 Pass Tl 104.167-84.167 Bottom Girt 5/8 38 -2.922 6.800 43.0 Pass Summary Latticed 22.0 Pass Pole Leg (LI I Latticed 78.1 Pass Pole Diagonal (LI) Latticed 23.0 Pass Pole 1-lorizontal (Lil Latticed 25.0 Pass Pole Top Ciirt(Ll) Latticed 30.J Pass Pole Bottom Girt(Ll) Leg (Tl I 71.4 Pass Diagonal 71.1 Pass (Tl) Horizontal 38.1 Pass (Tl I Top Girt 18.2 Pass (Tl) Bottom Girt 43.0 Pass (Tl I RATll\G = 78.1 Pass Program Version 7.0.5.1 -2/1/2016 APPENDIX B BASE LEVEL DRAWING ALL FEEDLINES ROUTED INSIDE MONOPOLE PROJECT NUMBER: 104468.001.01.0002 APPENDIXC ADDITIONAL CALCULATIONS Stiffened or Unstiffened, Exterior Flang e Plate -Anv Bolt Material TIA RevG Site Data Project#: 104468.001.01.0002 Site: Slimline 1. 1 @ 140 mph Pole Manufacturer:! Other Bolt Data Qty: 32 Diameter (in.): 1.25 Bolt Fu: Bolt Material: A325 Bolt Fy: N/A: 75 <--Disregard N/A: 55 <--Disregard Circle /in.l: 47 Plate Data Diam: 53 in Thick, t: 2 in Grade (Fy): 50 ksi Strength, Fu: 65 ksi Sinale-Rod B-<aff: 4.17 in Stiffener Data Weldina at Both Sides) Config: 0 • Weld Type: Fillet Groove Depth: 0.25 <--Disregard Groove Angle: 45 <--Disregard Fillet H. Weld: 0.3125 in Fillet v. Weld: 0.3125 in Width: 3 in Height: 18 in Thick: 0.75 in Notch: 0.5 in Grade: 36 ksi Weld str.: 70 ksi Pole Data Diam: 42 in Thick: 0.5 in Grade: 65 ksi # of Sides: 18 "O" IF Round Fu 80 ksi Reinf. Fillet Weld 0 "O" if None • 0 = none, 1 = every bolt, 2 = every 2 bolts. 3 = 2 per bolt Reactions Mu 1898 ft-kips Axial, Pu: 24 kips Shear, Vu: 27 kios Elevation: 1 feet j1f No stiffeners, Criteria: TIA G l<-Only Apptcabte to Unstiffened Cases Flange Bolt Results Rioid Bolt Tension Capacity, cp*Tn,B1: 76.31 kips ~·Tn Adiu sted cp'Tn (due to Vu=Vu/Qty), B: 76.30 kips ~Tn((1-(Vu/~Vn)'2]'0.5 59.82 Kips 105 81 I Max Bolt directly applied Tu: I Min. PL "tc" for B cap. w/o Pry: 1.539 in Min PL "treg" for actual T w/ Pry: 1.051 in Min PL "t1" for actual T w/o Pry: 1.363 in T allowable w/o Prying: Prying Force, q: 76.31 kips a'<O case 0.00 kips Total Bolt Tension=Tu+q: 59.82 kips Non-Prying Bolt Stress Ratio, Tu/B: 78.4% Pass Exterior Flange Plate Results Compression Side Plate Stress: Allowable Plate Stress: Compression Plate Stress Ratio: No Prying Flexural Check 22.8 ksi 45.0 ksi 50.6% Pas ' Tension Side Stress Ratio, (treq/1)'2: 27.6% Pass n/a Stiffener Results Horizontal Weld : Vertical Weld: n/a n/a Plate Flex+Shear, tb/Fb+(fv/Fv)A2: n/a Plate Tension+Shear, ft/Ft+(fv/Fv)'2: n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: .) n/a Riaid TIAG ~·Fv Comp. Y.L. Length: 21.10 ** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes Analysis Date: 5/12/2016 Stiffened or Unstiffened, Exterior Flang Pl e ate -A nv Bolt Material Site Data Site#: 104468.001.01.0002 Site: Slimline 1. 1 @ 140 mph Pole Manufactured Other Bolt Data Qty: 32 Diameter (in.): 1.25 Bolt Fu: Bolt Material: A325 Bolt Fy: N/A: 75 <--Disregard N/A: 55 <·· Disregard Circle (in.): 47 Plate Data Diam: 53 in Thick, t: 2 in Grade (Fy): 50 ksi Strength, Fu: 65 ksi Single-Rod 8-<aff: 4.12 in Stiffener Data (Welding at Both Sides\ Config: 0 . Weld Type: Fillet Groove Depth: 0.25 <·· Disregard Groove Angle: 45 <--Disregard Fillet H. Weld: 0.3125 in Fillet V. Weld: 0.3125 in Width: 3 in Height: 18 in Thick: 0.75 in Notch: 0.5 in Grade: 36 ksi Weld str.: 70 ksi Pole Data Diam: 42 in Thick: 0.5 in Grade: 42 ksi # of Sides: 0 "O" IF Round Fu 60 ksi Reinf. Fillet Weld 0 "O" if None "0 = none, 1 = every bolt, 2 = every 2 bolts. 3 = 2 per bolt Reactions Mu 1898 ft-kips Axial, Pu: 24 kips Shear, Vu: 27 kios Elevation: 1 feet I it No stiffeners. Criteria: TIA G l<-Only Applcable to Unstiffened Cases Flange Bolt Results Rioid Bolt Tension Capacity, q,•Tn,B1: 76.31 kips ~·Tn Adiu sted <p'Tn (due to Vu=Vu/Qty), B: 76.30 kips ~Tn[(1-(Vu/~Vn)'2J•o.5 59.82 Kips 105 81 I Max Bolt directly applied Tu: I Min. PL "le" for B cap. w/o Pry: 1.539 in Min PL "treg" for actual T w/ Pry: 1.051 in Min PL "11" for actual T w/o Pry: 1.363 in T allowable w/o Prying: Prying Force, q: 76.31 kips a'<O case 0.00 kips Total Bolt Tension=Tu+q: 59.82 kips Non-Prying Bolt Stress Ratio, Tu/B: 78.4% Pass Exterior Flange Plate Results Compression Side Plate Stress: Allowable Plate Stress: Compression Plate Stress Ratio: Flexural Check 22.8 ksi 45.0 ksi 50.6% Pas ' No Prying Tension Side Stress Ratio, (treq/t)'2: 27.6% Pass n/a Stiffener Results Horizontal Weld : n/a Vertical Weld: n/a Plate Flex+Shear, fb/Fb+(fv/Fv)'2: n/a Plate Tension+Shear, ft/Ft+(fv/Fv)'2: n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: n/a ' .) Riaid TIAG cp*Fy Comp. Y.L. Length: 21.10 .... Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes Analysis Date: 5/12/2016 Monopole Pier Site Name: ~on~P(_lle Drillf:~ Pier Input Criteria TIA Revision: ACI 318 Revision: Seismic Category: Fo '"' Compression Shear Moment Swelling Force Fou ndation Dimensions Pier Diameter: Ext. above grade: Depth below grade: M aterial Properties Concrete Strength: Ultimate Concrete Strain So ii Profile: Normal Soils Thickness "''" (ft) 1 3 2 24 Analysls Results Soil Lateral Capacity Depth to Zero Shear: Max Moment, Mu: Soil Safety Factor: Safety Factor Req'd: RATING: Soil Axial Capacity Skin Friction (k): End Bearing (k): Comp. Capacity (k), o:t,Cn: Comp. (k), Cu: RATING: Slimline l.1@_1_4_0_m~p_h ____ _ G 2005 C 24 kips 27 kips 1898 k-ft 0 kips 3.5 ft 0.75 ft 27 ft 3000 psi 0.003 in/in From (ft) 0 3 4.67 ft 2020.11 k-ft 1.73 1.33 76.9% 128.65 kips 64.94 kips 193.59 kips 24.00 kips 12.4% To Unit Weight (ft) (pd) 3 110 27 110 Date: 5/!_2nQ~-~ 0 ~ "' ' ~ ~ ... . Ultimate Ultimate Ultimate Friction Uplift Skin Comp. Skin Bearing Cohesion Angle Friction Friction Capacity SPT'N' (psi) (deg) (k,f) (ksf) (ksf) Counts 0 0 0 0 0 1000 9 Overall Foundation Rating: 76.9% Page 1 of 1 PROJECT SUBJECT DATE 104468.001.01.001 Slimline 1.1 @ 140 mph Direct Embedded Pole -TlA-222-G 05/12/16 PAGE 1 OF 1 c:!_p B+T GF?P 1717 5. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 Direct Embed Foundation Analysis Design Loads: Moment: Tower Weight: Embedded Shaft Properties: Depth of Embedment: # of Sides: Yield Strength: Pole Thickness: Pole Diameter at Max Moment: Shaft Filled and Encased w/ Concrete? Pier Properties: Pier Diameter: Concrete Unit Weight: Maximum Moment: Depth to Zero Shear: ** Notes: Input factored loads 1,898.0 ft-kips 24.0 kips 27.0 ft 0.0 42.0 ksi o.s in 42.0 in N 3.0 ft 150.0 pcf 2,020.1 ft-kips 4.7 ft I I I I I I I I I I I I I I I I I I : Rev. Type: G I I \c~'.lELliW Summary of Results Pole: Soil: 83.0% 76.9% RECEIPT EG00059240 BILLING CONTACT Interstate Transport and Broadband, LLC 869 E Schaumburg Rd , 324 Schaumburg, IL 601943653 REFERENCE NUMBER FEE NAME LUA16-000715 PLAN -Environmental Review PLAN -HE Conditional Use Technology Fee Printed On: September 12, 2016 Prepared By: Jill Ding ---------ken tone 1055 S Grady Way, Renton, WA 98057 TRANSACTION TYPE Fee Payment Fee Payment Fee Payment Transaction Date: September 12, 2016 PAYMENT METHOD Check #00021749 Check #00021749 Check #00021749 SUB TOTAL TOTAL AMOUNT PAID $1,000_00 $2,500.00 $105_00 $3,605.00 $3,605.00 Page 1 of 1 ~·-"'1" "=. . '·· 'id i - ·~· if ··,'" ,,i; ! The information included on this rr1ap has been comp~ed by King County stafffro111 a variety of sources ar1d is subject to change without notice. King County 111akes no representations or 1JVarranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This doc11rnent ls not intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, orconsequential damages including, but not limited to, lost revenues cJr lost profits resulting frorr1 the use or misL1se oft he information contained on this map. Any sale of this map orinforrnation on this map is prohibited except bywritter1 permission of King County. Date: 8/2/2016 oun N King County GISCENTER I I I I /'' <I -1/ I I ~ " ·--' ' I ' <l t . I i 1--- (E) CURB & GUTTER ·rrP. 40"0 AT GR,t\DE -------- . 38 1-0 11 --·----- ·1 -,--:- ,/;,-2 cl I I I I I ·I : I I ' ' ' ' I ,I ' : / I i I I ' ! I ! 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At TERNA TE CURRENT ABOVE GRADE LEVEL ASSESSORS PARCEL NUMBER AMERICAN WIRE OAUGE BOTTOM OF CENTER OF CENTER LINE CLEARANCE DIRECT CUF!RENT DIAMETER EX!STING FEDERAL COMMUNICATIONS COMMISSION GLOBAL POSITIONli'IG SENSOR GROUND LATITUDE POUNDS I SITE ACQUISiTION A&E SERVICES DRAVVN BY: SP,S co -· 016 REV DATE DESCRIPTION B ·y 0 05/03/16 90%, C()NSTRUCT!ON E NG .. ------+-- JO _1 -tCl_!Y..Q.3_11_6-+_l~TER~JA_L _UP_DJ\_TE:: - ·- 1--+------+--·--------+- -+--------·---/!------------+- ·--<-· .. ---· --·----,- ,_____. --------r---------!·- ·---------------<-------~------•- !---+--------!------ ,., 'j L-J .. -_::_-_-=..~-----------1-LJ_____ ~=~--=-~ -= I r···-.. ·----... ·-· .. -»-----~ PRELIMINARY NOT FOR CONSTRUCTION IT IS A VIOLATION OF LAI/I/ F•)R ANY PERSON, UNLESS THEY ARE ACTING UNDl"R THE DIRECTION OF A LICENSED PROFESSIONAL EMGINEER, TO Al TER THIS DOCUMENT. , . ..,. . ' -· I I -~---[L ~ ~ ·--------·--·---· --~-- I CJ(~ 0 .J DO 0/DIA. (E) FOG GPS GRD LAT. LBS. LONG. MAX. MIN. LONGITUDE MAXIMUM MINIMUM ~l ,,__SiTE ID: 9WAX000309A ---ii UNION AVE NE SITE Pl.AN 1--·1-''l ,.., 0 M = ...... -... ' ~I: r·) -.._, .,_, ?i d \ i I ! (N) OH\T OH\P P/L P.O.C. PWR PVC RAD RF SD SM TBD THHN THWN NEvV OVER HEP,D TELCO OVER HEAD POWER PROPERTY ll,IE POINT OF CONNECTION POIIVER POLYVINYL CHLORIDE RADIUS RADIO FREQUENCY STORM DRAIN SEVI/ER MAIN TO BE DETERMINED THERMOPLASTIC HIGH HEI\ T RESISTANT NYLON COATING THERMOPLASTIC HEAT I vV/\TER RESISl/\NT TYP. TYPICAL TO. TOP OF UE UN\NANTED EMISSIONS UGP UNDERGROUND POWER liJ. UNDERVIIRITERS LABORATORIES INC. .._ ______ , __ """" _______ ...., 4301 NE 4TH s·r., RENTON, \'VA 98059 NE 4fH ST. & UNION AVE. NE (N) s·rEEL UTILITY POLE --- SITE PLAN ' -----------· ----------·· ---------·--------------. .=,.-,-,--,--==:c"·~.,._=•-• --·-mo,, __ , SHEET NUMB!:::R = .,,,,_ DRAWINGS ARE DIAGRAMfvll\TIC AND NOT FOR CONSTR.UCTION, AND COMPLETED WITHOUT THE BENEFIT OF A CIVIL SURVEY {BY OTHERS). II ALL DIMENSIONS, NOTES AND EXISTING CONDITIONS A.RE ESTIMATED, . A-1 a:i~·::~~:: ~~~~~· ~;~;.: = ~::~:: -.-.ffi--: ~!i;[jL_ - ••