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Item 6H Plans
N { { E. C O N T I N E N T A L B L V D. +`:•� r :,�1 "' ,�_ EXHIBIT 1 ry Llo,. ° e • >k :t*. 4,. p ,"b is l * • fir(' A� C 1f :t '(a I 3 ° ` t •,"P ,,r, }'� ya •e;' AV. .. wj 100 5D SCA N ✓,mLC#3M Pf IZSI 04F. FIFID NOTES FOR E� 29.032 ACRES �-- to FIELD NOTES deeabing a 38.032 sae bw! of land a{ivakatl M k Southlake, T«rant c�I Yr >,4 1F Ceunly, Tex: being Thal sane Iraq conveyed to FNo Os and C a filo "g I.' 3. - ,1• - Ca9pany 4 seed doled 1"•'t ] !. '•'• ^ti-�Y (� A May 27. 1999. and rec«dedN Ydamm 1]8]9, Page 240, Geed R o r ~ oar.. �s " l — — — o •T f Tonant CwAIYy. s,"•1 ), ( 9, •' 4 4 — — Texaa. Solo 20032 sae Viet beMg m«e porli—afy a..-- TdfdRA: F— L \ Xrt- f y o 1 02' Fon rod found M aancela M the ooughwos ti I IyL ` 1 [-oFxay Ilne f South (� �t' - cowrtwNut 04 CowP,wr KFnbull Amu a at Ns Nteneclbn with the south line of peen _r lea A[wfY '2 Ip _ C Add Don, Trott 3, oe r ded M Q Yduma 388-98, Poge 49 of iha Plot Records of Tarrant CeunI F ' �, Iha naAh..( tem« of the h«elo deeabed trtt4 ,! 5 , J �c•w„w 1y,• fl' . HENCESwt W 12' 511• Weo-1, a dlelonae of 845.72 fast, d �y Wtl f 1 ;{ ) - ¢ deaabed Voet and a tract rx«ded M Valume 9187, Page 29 x9AAPAR6VED T r � of R�de a, l CwnlMy, Te' to ods 0' Are stole found N Iha g yl. PRELIMIN31 PI�S`I'. 4�� �. s wee. t of wry o s L Louie 8 Saulhxeelem Rearaod `S it3, BLOCK 1 fiFpl right -of -wry for the southeast coon« of Rh. harm daeabed tr..4 �., LOT I, BLOCI{.. I�, 'r THENCE South 54' 35' 00' West, o d[etahce of 757.48 hal den the '4.. .. FINA. ADDITIQ' . k L�f n d 5��7. ✓'. 1: r Ff + :fir D - naih.e.l rkht_of-woY g PLAT. CA81NE , i 4n• of seld re rood too I/2' Fon rod xIth wp stomped 'EVER GE RPLS HA EIY 14 - t i'' 7762'. round of the eWthxeat aam4' of Lo 1. Sle,k I, Fina Addition, Plot PLAT CORD'S y t '�' Cabinet A. Hang« 1478, Plot Rx«ds of Towent Cauntyt Texaa, f« m angle I r -'+� TARRANT COUNTY, � .;: 4 +9, coma of the h—In descrbed tract, ' �(3• - ami Tj THENCE South 89' 22' 32' West. o dlelan a of 203,91 feel, along Lha eaath aft alt, I I. I S 9 I'll of -11 Lo[ I, foe 1/2• tan !ad Ath Sap stamped 'EVERAC£ RPLS ? I t • • m �I \Jj coma, beM the eoulheeel nom« of Let 2 of sold Q ! ,q J� ( .s,'5 - #'' 0782 iwrwd For o p h T L y x ppp���� 1:5 .bol as to och Re Rninq Company h VdVme 51209. xt. r. r 1S '( + V ':AU ry {9 Pageia892, Oaad ftecarde o,w ,tm County, Tesoe, For m angle wry,« of the 'k $ 5H { '{ iSy. E 4 r h«dn described traab E " L€`'!a �,:,} TtSENCE Morin,ar 37'37• West. a ale[mc. of 23&G5 tet to a 1/2' Iron rod i. xllh cep stamped •EYMCE RPLS f 2762', found of the nMh..t —or of } C•� ;' • I. f Ma i %i • . I I sold KmN prop«Ly qnd en lntnbr c«ner of the hveln do Led Irocl: NOTES-�s 74 THENCE South 89' 22' 23' Weal a dialance of 130.00 It. along the n«Ih I.)7h ns roew t recorded h V.I. 8208, Pg. 537, does net apply +0 1 4�y I[G, - :•y Y " ' l!ax AIC to - L t kodh prpp«lY to a 5/'6' tan rad tlh IomPed 'WATT ZBLtJJ15', Pamd T '_ F a". T'x ap ,e•(T ! Q '•' "" - f« lip n«Ihweal a er, bAng I. the east IM• of a 15.6 ase [roti as t' t 3 2.)The pipeline daed rae«ded M V.I. 745& Pg. 1996, could no[ be loeoted an .A t s•� ' - ` _ g � Y �I recorded in Ydume 4g pogo 7O4 of the Beed Rseeol, of Tarrant Count I this survey. �� t ?q, {� pipr,. t a l }, ., 7 Texas. fn the xeefemmoal eoulMresl comer of the h«dn deaabed trooky this Y_! Me dead recorded M Vd. 7481, Pg. 1862, raultl not be located on 4 T � t y ` �- �If F _,a If THENCE Narkh 00' 15' le West, a distance of 1153.94 feet, along the *est Ilne rA, 3 { wp. .100. M 5!+ Y of Lot 1, to d.F;. ,, EI I ,yrq p, � R• "-1'� }, 4 k," 1/4' Fon rad found for Its northweat comm and the norinwes[ cans, of 4.)The p9ldln. deed rewrded N Vd, 8336. Pg. 4311, could not be tinted « [ �. J �� '1 (P eu�y�- I "- '1 s the hwe;n dase bed bawl; We survey. 1 xT'• �yw 1 V h y -IV t �� edFdBR-griJa,,., •j THENCE South 89' 48' S8' East, a distance o! 960,03 feet, tlm the naih to Tho Hghl-el-way ogrewnant rocaded M Val. 9051, Pp. 313, does not apply ""' `{ / 4) I STAsc wdihrd+. Y¢, mle4 ., � t IMe o1 Lot 1 and Sha south IMa of the alaementFoned peen Ne dex AddtNan, to thio Trac{ roauosd PE,epltmr 2VMPAMI ±,., EI r 1. not. ons. Ps. 4N ion ! �• Trxl a to f sal the POINT OF BECtNNING and emkahhg 20.032 aces of land. apply dahl- tract. ogreamant r«ar4ed In Vol. 9077. Pg 2198, does not 5 "*'li;�' ,r hrx- ¢tv>, rc. r7rA c, r.c,r _ a, �-' apply to Shia trot[..� ;d -. ) '..•�+ A � :. '' ::: I� # II 4 n emtaee• (�� 7.SThe plpellna daed ttMatlad M V.I. 9590, Pg. 2I28, could not be lwalmdI so NOTES: 1 ONLY THE EASEMENTS ANO OTHER '•'"1 '1'Z 17 " 0.. I i�Tx�", M �'.?tk C•d 7 .e4,>bs 'p kryr^�JI HATTERS OF RECORD SHOWN HEREON ? f - S� i i:} . }+. sal• V WERE REVIEWED BY CDS / MUERY t k - }° i 1' � [T � . SERVIOES. + r 2) THE BEARING BASIS FOR THIS SURVEY IS !T1 j 11 r� I - 'sa3 rL'-V� .+ _ II f- ' y iha undo alpned h«eby c«UBea to /don USA "'Ing IAa", a Bdaw«e NAD 83 - SPC - TK. NORTH CENTRAL ZONE - 1 h- '°'' `r � {7 ,y llrn. Bonk Leumi USA, ?wad Olasount Bonk of Nax Yak, and Oft10. - }F CammmwwEih Land title houronca Compmhy eF Texas and their raspactive 1 F H , q" �.� ., ;. I --. 9 } . • f + t. J,�; �,t ©'' ✓ ' L ccatUa'e and osalgn. Ihal (�) w ,xy made on Lha ground as p« Ilion UNd notes shown hermn d earrxlF m- The. boundoy 11— and idl /'T 1 Masai and area a the lend onInned hvmm and each k,,I;y p«cd .P P b N the ke Mdkated h d type (b) d1 .h umenla shore hereon act ha eclat, and the ky 0. al and lyye f ch monumolle ae arre U shown; (o) thfm ���s��.�l auruaY ahorre, by Id phataTophy dated Alf 18. 2000. !Iw lowtlen of 321n�nRd.r * ,' r {�'•' .K -,y - , 4s,.. . 0 •� } t �`o WAd;nge, and alh« vlellm elrueWres, olh« EmW—onle oM Ilwne m the v sublexi Proe«ey, (dl into -y addrasaee and shows ohm Iaeolatle, the locathn and dire. a of dl alla streets, foods. A leaf-sa , easements, (%v"•j.., Y� a..- 1� lo, l - ...: ®.<- - D Sl( ABSTRAcr Se, gh r - building setback I'mso cd our mottare of rpeW of whkh the uM«signed /R. SP SURV ABSTRACT hoe been advised uffxthq the subject prope,ty eoeading to Iha legal 1 - L ns• ] * I;owANr a7irL5:'+ I m . •T•' -"• ,{ - ( ;� y. , ' • dseorlptlo8 In such -.--to and othe, motto,.: (e) except as dhown, thio. fMe (. tvr4Lr; �. .. ,_ .i e no (T) wlable Mhlxorem4nts. Wsbta eaxmante. (2) e461e M}ruelma « d` _p, 1. '.!` "•'. it erw�rm •iw t a.0 ai *e q r• : 9 b Yd c tructur.b a other inProvemente. (3) N.MIe Intrusions y; G eI W.Chment and d in rMn[aee, streets. a ole b f Bald 1p{ �* ?ii+' !• y[TAlac(AI MII.vL to 'a " a 3^s,` onarMthmvnte onto Iha aub}cl pop«lY by bupdinge, abo.k.r , « ekhe a^ a .' I I eau AaRts A r l's, knprawnenla an =Ing prdnisas. w (4) cable Mtrualone « encroachment. 1 i �,`/ T' ri y os determined by arid photagraphY, In enY aaamn«ht, buAding lback line a v. 7 ;fir -� yF J- t . U - "+'n ?. i-:d`•:�-rJ'.. - atha re.td ted «sa by any buldloge, etoucluraa on other Mhpr eoaem-to an the wbJxt ProprtY. (Fl this surwr has been prep«ed M act«dance wHh the /Avw1 Y " h Lann.dFTIO,—on'a off IeUan. m 'ALTAA, icon Cm4"eaaLand le Su Su =gdandeMappMby 9 and n �r r f -R ,,..�~' .,ono Serve Ndianal Swirly of Prof I yes, doted +999. I r ,�• ref or _ + d T � ::� ilii l y 4F X` a e° l` �4 � .] i S a. R" � . � � - r , f . 1 JAMES A. STANTON 4Y Y rid- " 9 •'j9' „fj -. p REGISTERED PROFESSIONAL LAND SURVEYOR P4959 ,.:li` dy to, kP} r - /" k .L" '4yx� ' J•`. F %�" r 4F,a� OF I, :.. f1l,/ yak* - M 111► _ '!•- �w I Case/Permit +sss #ZA17-079 "D auxin ri DESIGNED BY _ DRAWN BY T. OAYTOR/r j� �+ _ YY YY CHECKED BY �/ F�/1,cEs FINA SITE S©UTHLAKE SHEET NO. 1 Engineering & Surveying PLAT SHOWING: OF � SHE REVIEWED BY A 20.032 ACRE TRACT OF LAND SITUATED 3411 MAGIC DR. • SAN ANTONIO, TEXAS 78229 210 -SBH -1111 IN THE CITY OF SOUTHLMM, TARRANT COUNTY, TEXAS. FILE NO. D0132 DATE OS-04-QD SOMIAKE,Oh NO DATE REVISION - BY --- PLANS - `•, -' - ' , . y. }} iL/may g`y j "� M ami,'>�� ` " -'��' .�1 �e - 5 tis�*S �'L '� '� NuStar Grapevine Terminal 50Rohn Tower Location VAN IWW VW "Ir i� I 4 a :: � -! st :__ .., �. .- µ,�S.�,-_�. _ - .. "< ��• `tet .: t�'kA,' v - � � f a . 0 Fr D . } may'.- 1�.: � -.� _ •. : ��, - - _ - -- - -. - _ _ .. - � Y �. � ':,�— ^> , ;y,.. - ,, • Alii - _ u _ �„ r , �,�,,,a - :. } -.. , I ��„. � � nazi.' � ,. -. � 11 .e` ( •.0 , - » n z ', 11 S ` f;- qh f R 1 � •= .- a. ., � d �. . SII Legend ,rI., Property Line Grapevine Terminal Tower,79 1 � M. f v s - r r �wti, -.. :: • .:, i-�' .,.F: ..; . - ,. F � :?' �- .... �:$ �* 4 - ,4_ - is �yI`3ii � 4'"R♦ { fj',,, si 4 1 :4 : . ,. i ,. {£ en•?...:.. +., :.� -,a -_ .- .�,,. 7+" '.+9,:ti :,, ..:�„ r - :; ;r. a r+ a '� �,�.W.• �a6 ,.'rte `, '... 1. ,. :, - _... _ .., .. ... �' ,� a:. _.: .hr... •x �' :�_.. _. 'b !fi25 ,�- k #tom`" .: ,.: ,,.. , _ :. • - t' �..- .:.;: a .;, .,, Y .; ::.w;� _:13'R: 'e "�� M- OL jj i .. ._. .., • - • r � fes.- - .. � � .- :..�. .�. -. ,-r ' . .. G 1 ..., r:., : ter,...... �• � a .'s. .. .:i.: ., • ' - .... � ,::::v ?td"' -.'-c: � , y Sar ..:. _. _1 � r ,' # li k-.,:53; ,-. �• N -•�... _. v�+' _. ..T< w. --.. z.,�,,, t -a: v..' �e y� e v� `6 > ��.. --: �.-�:"`y - yf�_'`% �..•.. ..-'•�:,:y:_ .,�..., :. a, s4x+,e � c�s ,,,'T_.. �� :�� Yom" ,'� :,.. ��" - 3 . .� - � � __.4'z � M � � _ 14H>ti ,\•}• i,N.. 3,'. Y�'Yi�{`.. 'k - W f•. .� ��' c f _ , 1 i 1 •.Y�x'' �$ ; � IG t�`�. i � .' ��--,ia�t` - erg - ��. ` # -i:. �L � '_% � t+.� �'� , : ' y�.r -.. � •. " y� 4 F - _ i � _f!i - -'� 1. - /Y/ �1 _:�;� •'Y 'SAt.'::: :'�i & - ;2. ,:� a,'ic„�. ' '';,"� `-A ^ -. . �.:_ $ :.: 3�J� a__a �1:": :� \'R'4''" _ 7•'s „ {<� _,� �r'YS^^' t_.,�.:�` _'..ter :..:: � 4*. ;•, !!/ i i 11 `xr' 4 _�. S es"; `" i 'v s. f'iK� :. dal f. _ y} � _u�7% 'jt�, ti' S - .:.,� : ..:;. ;.' ;..,... 5 Y: -..:t ' • --tw -�+!W: :a i. vd'•' x. b ^a<#F .1^� r €1 �r ` ` r ' T4 ti r :... ._.. •off TT�� JI�`n�`jJI Y «. a xt' )- / �} (J�� � GF r �I e Irk� p? PLANS 2 Y - '"g parr• �c '� , � _, � �' ., - ' r ..•ter . � .�,_ _. t. x a.MAN PLANS Terminal IMULATIO �* i - , fte R rL NL , • 1 'j JIk 2 EXHIBIT 6 SIMULATION e ... ..... ..:, .t;�; .. _ . of ` ���a"'�'s a 3���."M++�I �r •i , w i.: s, w I • a } # _ R�... a n S s: �K � ,4 Nit jk- i _F a F k k r " 'i N v x 1. PLANS Mustang Court Case/Permit #ZA17-079 DATA COMMUNICATIONS LAYOUT "FOR SOUTHLAKE & GRAPEVINF" Entrance Gates I Southlake Main Office Ethernet ( CAT5/6 ) Serial (Belden 8723) Fiber Optics Wireless ETH- WAN Entrance Gate Grapevine Office Drivers/BOL Station PLANS 7 0 October 4, 2017 1 Fairholm Avenue Peoria, IL 61603 USA Phone 309-566-3000 FAX 309-566-3079 Corpus Christi Electronics Attn: Gwen Janik 2323 Leopard St Corpus Christi, TX 78408 Reference: 50 FT 45GSR Self Support Catalog Tower (45GSR050) Grapevine, TX File Number: 222721 Enclosed, please find the following for your use: Copies Drawin Number Description 2 DWG -0617 R4 Design Drawing sealed for the State of Texas 2 45GSRSS 1-2 R1 45GSR Series Tower Assembly 2 222721-01-F2 Email Also: gjanik(c-_bcc-electric.com Sincerely, Amber Kaufman Mike Hurst jd Foundation Details Products for a Growing World of Technology® PLANS 8 DATE: OCTOBER 4, 2017 PURCHASER: CORPUS CHRISTI ELECTRONICS PROJECT: 50 FT 45GSR SELF SUPPORT CATALOG TOWER (45GSR050) GRAPEVINE, TEXAS FILE NUMBER:222721 DRAWINGS: DWG -0617, 45GSRSS, 222721-01-F2 1 Fairholm Avenue Peoria, IL 61603 USA Phone: (309)-566-3000 Fax: (309)-566-3079 I CERTIFY THAT THE DESIGN OF THE REFERENCED ROHN® STANDARD PRODUCT HAS BEEN REVIEWED UNDER MY SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF TEXAS. THE DESIGN IS IN CONFORMANCE WITH THE PURCHASER'S SPECIFIED REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE USING ANSI/TIA-222-G IN ACCORDANCE WITH SECTION 3108 FOR AN ULTIMATE WIND SPEED OF 115 MPH (EQUIVALENT TO A NOMINAL 50 -YEAR MRI WIND SPEED OF 90 MPH). THE FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT NO. 94175290 DATED 9/15/2017 BY: TERRACON CONSULTANTS, INC. THE DESIGN REVIEW DOES NOT VERIFY THE SUITABILITY OF THE REFERENCED PRODUCT FOR A SPECIFIC SITE OR APPLICATION. CERTII DATE: Products for a Growing World of Technology® PLANS 9 90 MPH 3 -SECOND GUST WIND SPEED 25G 25G 45G 45GSR SSG 65G HEIGHT (FT) EPA (SQ. FT) PART NO. EPA (SQ. Fr) PART NO. EPA (SQ. FT) PART EPA (SQ. Fr) NO. EXP. B EXP. C PART NO. EPA (SQ. FT) PART EXP. B EXP. C NO. EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 10 26.8 21.3 25SS010 60.0 47.5 45SS010 95 84 45SR010 80 79 55SS010 95 95 65SS010 20 18.5 13.4 25SS020 31.3 22.7 45SS020 95 71 45SR020 56 42 55SS020 95 95 65SS020 30 7.9 4.1 25SS030 16.1 8.4 45SS030 87 58 45SR030 34 21 55SS030 95 71 65SS030 35 4.4 1.2 25SS035 9.8 3.8 45SS035 76 52 45SR035 25 14 55SS035 80 54 65SS035 40 1.3 - 25SSO40 4.9 - 45SSO40 60 40 45SR040 17 8 55SSO40 62 41 65SSO40 45 1.2 - 0.7 - 45SSO45 48 31 45SR045 11 3 55SSO45 48 30 65SSO45 50 45 38 23 45SR050 5 - 55SS050 37 21 65SS050 55 20 65SSO45 50 29 16 45SR055 27 15 28 14 65SS055 60 26 13 65SS050 55 22 11 45SR060 20 7 65SS060' 100 MPH 3 -SECOND GUST WIND SPEED 25G 45G 45GSR 55G 65G HEIGHT EPA (SQ. Fr) EXP. B EXP. C PART NO. EPA (SQ. FT) PART NO. EPA (SQ. Fr) ' PART NO. EPA (SQ. Fr) PART NO' EPA (SQ. Fr)(Ff) PART NO. EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 10 20.7 16.4 25SS010 47.4 39.5 45SS010 82 66 45SR010 78 63 55SS010 95 95 65SS010 20 14.0 9.9 25SS020 23.2 16.9 45SS020 74 55 45SR020 43 32 55SS020 95 95 65SS020 30 5.3 2.2 25SS030 9.7 4.8 45SS030 66 43 45SR030 24 14 55SS030 81 55 65SS030 35 2.1 - 25SS035 5.1 0.7 45SS035 59 38 45SR035 17 8 55SS035 61 40 65SS035 40 1.2 - 45SSO40 46 30 45SR040 10 3 55SSO40 47 29 65SSO40 45 35 22 45SR045 5 - 55SSO45 35 20 65SSO45 50 27 15 45SR050 45SR050 26 13 65SS050 55 20 9 45SR055 45SR055 17 6 65SS055 60 13 4 45SR060 45SR060 11 1 65SS060 110 MPH 3 -SECOND GUST WIND SPEED 25G 45G 45GSR 55G 65G HEIGHT (FT) EPA (SQ. Fr) PART NO. EPA (SQ. Fr) PART NO. EPA (SQ. Fr) PART NO. EPA (SQ. FT) PART EPA (SQ. Fr) NO. EXP. B EXP. C PART NO. EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 10 16.5 12.7 25SS010 39.4 31.9 45SS010 67 53 45SR010 63 51 55SS010 95 95 65SS010 20 10.6 7.2 25SS020 18.3 12.3 45SS020 59 43 45SR020 34 25 55SS020 95 81 65SS020 30 3.1 0.4 25SS030 6.5 1.9 45SS030 51 32 45SR030 17 9 55SS030 65 43 65SS030 35 1.7 - 45SS035 45 27 45SR035 11 4 55SS035 48 30 65SS035 40 35 22 45SR040 5 - 55SSO40 35 21 65SSO40 45 26 15 45SR045 25 13 65SSO45 50 19 9 45SR050 17 7 65SS050 55 13 4 45SR055 10 - 65SS055 60 7 45SR060 4 65SS060 GFNFRALNATFS- 1. TOWER DESIGNS ARE IN ACCORDANCE WITH APPROVED NATIONAL STANDARD ANSI[TIA-222-G, STRUCTURE CLASS I, EXPOSURES B AND C, TOPOGRAPHIC CATEGORY 1. 2. ALL TOWERS MUST HAVE "FIXED" BASES. PINNED BASES MAY NOT BE USED. 3. TOWER DESIGNS ASSUME TRANSMISSION LINES SYMMETRICALLY PLACED AS FOLLOWS: 25G TOWER - ONE 5/8" LINE ON EACH FACE (TOTAL = 3 45G TOWER - ONE 7/8" AND ONE 1/2" LINE ON EACH FACE (TOTAL = 3 @ 7/8-- & /8"& 3 @ 1/2") 45GSR, 55G, & 65G TOWERS - TWO 7/8" LINES ON EACH FACE (TOTAL = 6) 4. ANTENNAS AND MOUNTS ASSUMED SYMMETRICALLY PLACED AT TOWER APEX. 5. THE SUITABILITY OF A ROHN STANDARD DESIGN AND STANDARD FOUNDATION FOR A SPECIFIC APPLICATION MUST BE VERIFIED BY THE PURCHASER BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH ANSI/TIA-222-G. 6. THE EFFECTIVE PROJECTED AREA AND LINES TO BE INSTALLED MUST NOT EXCEED THE DESIGN VALUES FOR THE STRUCTURE. 7. DO NOT INSTALL OR DISMANTLE TOWERS WITHIN FALLING DISTANCE OF ELECTRICAL AND/OR TELEPHONE LINES. 8. TOWER ERECTION AND DISMANTLING MUST BE DONE BY QUALIFIED AND EXPERIENCED PERSONNEL. 9. INSTALLATION MUST BE GROUNDED IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. ANSI/TIA-222-G REQUIRES THAT THE RESISTANCE TO GROUND MUST NOT EXCEED 10 OHMS. 10. INSTALL WARNING PLATE (P/N ACWS) IN A HIGHLY VISIBLE LOCATION. 11. FOR FOUNDATION DETAILS AND GENERAL FOUNDATION NOTES, BASED ON ANSI/TIA-222-G PRESUMPTIVE CLAY SOIL, SEE DRAWINGS DWG -0128 AND B090548 RESPECTIVELY. 12. FOR 25G, 45G, 55G, AND 65G TOWER PROFILE DRAWINGS, REFER TO DRAWING NUMBER 25GSS, 45GSS, 55GSS, AND 65GSS, RESPECTIVELY. 13. STRUCTURES SUPPORTED ON BUILDINGS OR OTHER STRUCTURES REQUIRE SPECIAL CONSIDERATION. DESIGNS ASSUME STRUCTURES ARE INSTALLED ON LEVEL FLOOR. 14. DESIGN ASSUMES MAINTENANCE AND INSPECTION WILL BE PREFORMED OVER THE LIFE OF THE STRUCTURE IN ACCORDANCE WITH ANSI/TIA-222-G. ALL TOWERS SHOULD BE THOROUGHLY INSPECTED BY QUALIFIED PERSONNEL AND RE -MARKED AS REQUIRED WITH APPROPRIATE DANGER AND ANTI -CLIMB LABELS AT LEAST TWICE A YEAR TO ENSURE SAFETY AND PROPER PERFORMANCE. 15. STANDARD DESIGNS ARE INTENDED TO BE CLIMBED BY SKILLED AND COMPETENT CLIMBERS ONLY. A SAFETY CLIMB SYSTEM, BY OTHERS, IS REQUIRED FOR ALL STRUCTURES TO BE ORDERED SEPARATELY. 16. THE TOLERANCE ON INSTALLED HEIGHT IS EQUAL TO PLUS 1% AND MINUS 1/2%. 17. INSTALLATION MUST BE IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHTING. FILE NO. DATE: DESCRIPTION JHY I ]DM I JDM 01) DUCTS, LLC PO BOX 5999 PEORIA, IL 61601-5999 TOLL FREE 800-727-ROHN THIS DRAWING IS THE PROPERTY OF ROHN. IT IS NOT TO BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT OUR WRIF7EN CONSENT. SELF-SUPPORTING G SERIES TOWERS REV. G EFFECTIVE PROJECTED AREAS (90-110 MPH 3 -SEC GUST, NO ICE) IDWN: JHY CHK'D: JDM DATE: 10/12/2012 I ENG'R: SHEET #: HA 1 OF 1 PRI. ENG'R: PRJ. MANG'R: SSM DRAWING NO: REV: DWG -0617 1 4 FR (4) 1/2" x 13/4" BOLT ASSEMBLY TYPICAL FLANGE CONNECTION DETAIL i O V' II F - x W 2 J W W F- N w W 0 F- 16.75" FACE WIDTH (TYP) C:) x N o Fq N � N Ln L7 (D PRODUCTS, LLC In w Ln � v N0 (D PO BOX 5999 Ln (12) 210019GA PEORIA, IL 61601-5999 BOLT ASSEMBLY j� (TYP) s G.L. 45GSRSB THIS DRAWING 15 THE PROPERTY OF ROHN. IT IS NOT TO BE SHORT BASE (TYP) P/N:455RO40 40' 45GSR SERIES TOWER ASSEMBLY :7 Ln II F- S W J W W F- V) w W 0 F- LnX O Ln � O N �L9 v '^ O x N o Ce r4 De N l tn U, In � v O x N O W N Ln N � Ln In v Ln v. 1 s P/N:45SR045 45' 45GSR SERIES TOWER ASSEMBLY I O xx oO(N7 LO Ln ry0 xo K (9Ln � O Lnv In II 2 W J W Lutn W 0 O x N O a. N N LPI I!1 � v P/N:45SR050 50' 45GSR SERIES TOWER ASSEMBLY Ln X 0 1A Eo Zn In L� v '^ F o x ,� o U) Of o(DC�7 to Ln v W W W F- ce W O F- S .i P/N:45SR055 55' 45GSR SERIES TOWER ASSEMBLY E 0 to X N N W O Ln K 2 N U U) J V, W Ln v ui W O F - FILE NO. REVISIONS REV DESCRIPTION DWN CHK I APP REMOVED NOTE #5 1 DATE: 03/03/2015 ]HY MDF HA ox N Fq � PRODUCTS, LLC In w N0 (D PO BOX 5999 Ln PEORIA, IL 61601-5999 TOLL FREE 800-727-ROHN THIS DRAWING 15 THE PROPERTY OF ROHN. IT IS NOT TO BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. P/N:45SR060 60' 45GSR SERIES TOWER ASSEMBLY 45GSR SERIES TOWER ASSEMBLY 10'-60' DWN: I CHK'D: I DATE: JHY KTL 03/02/2015 ENG'R: SHEET #: HA 2 OF 2 PRI. ENG'R: PRI. MANG'R: DRAWING NO: REV: 45GSRS5 1 rfni (4) 1/2" x 13/4" BOLT ASSEMBLY TYPICAL FLANGE CONNECTION DETAIL A 0 II x W J W W h Of W O f - o X N O a N N � In OT In v 16.75" FACE WIDTH (Typ) (12) 210019GA BOLT ASSEMBLY (TYP) 45GSRSB SHORT BASE (TyP) P/N:45SR040 40' 45GSR SERIES TOWER ASSEMBLY t L X O Ln E O In Ln Ln cD Ln In Ln v In av- Ox N O Q' O U Ln In In v O x N 'A3 . 02 N (D U) In Ln v -i 7 - P/N:45SR045 45' 45GSR SERIES TOWER ASSEMBLY C) xo tr Ul �O(D In Ln 7 v - CDx N O N N Ul In ul v v P/N:45SR050 50' 45GSR SERIES TOWER ASSEMBLY P x oLn Eo tn (D U, ,tr Ln C" x y o U) In o C7 (D In Ln I L O 0 Ln II N In (n _ v- Ln 7 (7 v W 2 W W I"' N ly W O H c P/ N: 45SRO55 55' 45GSR SERIES TOWER ASSEMBLY FILE NO. REVISIONS 2EV DESCRIPTION DWNT REMOVED NOTE X5 1 JMY DATE: 03103MIS 0x N N O In N In (.7 Ln V to Vv t 0 %0 X N N W O on,K = N Ur (U7 J In In U -1 v N W O F - O x o K In PRODUCTS, LLC N t PO BOX 5999 In PEORIA, IL 61601-5999 TOLL FREE 800-727-ROHN THIS DRAWING 15 THE PROPERLY OF ROHN. IT 15 NOT TO BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. a P/N: 4 60' 45GSR SERIES TOWER ASSEMBLY 45GSR SERIES TOWER ASSEMBLY 10'- 60' DWN:CHK'D: DATE: )HY KTL 03/02/2015 ENG'R: SHEET #: HA 2 OF 2 PRI. ENG'R: PRI. MANG'R: DRAWING NO: REV 45GSRSS . - 1 1 10'-6" i n--n-- T-0" (PIER DIA.) 0'-6" G.L. GENERAL NOTES: CIRCULAR TIES 1. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA PROVIDED. FOUNDATION DESIGN MODIFICATIONS i MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGN PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED. 2'-3" O.C. NOTE: (CAGE DIA.) CAGE DIA. FROM CENTERLINE OF VERTICAL BARS. DEPTH (FT) ' SOIL TYPE K (PCI) y (PCF) 4V (DEG) C (KSF) £ 50 (IN/IN) 0.0-1.0 SOFT CLAY 5.0 80.0 0.0 0.100 0.035 1.0-10.0 CLAY 25.0 125.0 0.0 0.720 0.010 T`'\_ VERTICAL BARS ct EQUALLY SPACED 8.34" O.C. PLAN VIEW N.T.S. 2" MINTr 4" MAX -� ----u tl -ate 1 II I I I I I I I _ I I I I I I I I I I I I I I 45GSR SHORT BASE SECTION ELEVATION VIEW N.T.S. 2" FROM TOP OF CONCRETE TO TOP OF REBAR CAGE (2) NO. 4 CIRCULAR TIES ENCLOSING VERTICAL BARS WITH 24" LAPS ON 2-1/2" CENTERS WITH 2" COVER. NO. 4 CIRCULAR TIES ENCLOSING VERTICAL BARS WITH 24" LAPS ON 6" CENTERS FOR TOP 7-0" NO. 4 CIRCULAR TIES ENCLOSING VERTICAL BARS WITH 24" LAPS ON 12" CENTERS FROM TOP 7-0" TO THE BOTTOM (12) NO. 7 VERTICAL BARS EQUALLY SPACED ON A 2'-3" DIA. CIRCULAR CAGE. FACTORED REACTIONS VOLUME OF CONCRETE DOWNLOAD = 1.3 KIPS SHEAR = 1.4 KIPS O.T.M. = 48.4 FT -KIPS 2.7 CU. YDS 2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS OTHERWISE NOTED, THE LATEST REVISION OF ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 3. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. 4. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE. AS A MINIMUM, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI (31.0 MPA) IN 28 DAYS. 5. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. 6. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. 7. REINFORCING CAGES SHALL BE BRACED TO RETAIN PROPER DIMENSIONS DURING HANDLING AND THROUGHOUT PLACEMENT OF CONCRETE. WHEN TEMPORARY CASING IS UTILIZED, BRACING SHALL BE ADEQUATE TO RESIST FORCES OCCURRING FROM FLOWING CONCRETE DURING CASING EXTRACTION. 8. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. 9. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES (76 MM) UNLESS OTHERWISE NOTED. APPROVED SPACERS SHALL BE USED TO INSURE A 3 INCH (76 MM) MINIMUM COVER ON REINFORCEMENT. 10. SPACERS SHALL BE ATTACHED INTERMITTENTLY THROUGHOUT THE ENTIRE LENGTH OF VERTICAL REINFORCING CAGES TO INSURE CONCENTRIC PLACEMENT OF CAGES IN EXCAVATIONS. 11. FOUNDATION DESIGN HAS BEEN BASED ON GEOTECHNICAL REPORT NO. 94175290 DATED 9/15/2017 BY TERRACON CONSULTANTS, INC.. 12. FOUNDATION DEPTH INDICATED IS BASED ON THE GRADE LINE DESCRIBED IN THE REFERENCED GEOTECHNICAL REPORT. FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL OPERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE GEOTECHNICAL INVESTIGATION. 13. FOUNDATION DESIGN ASSUMES THE RECOMMENDATIONS IN THE REFERENCED GEOTECHNICAL REPORT CONCERNING VERIFICATION OF SUBSURFACE CONDITIONS ARE IMPLEMENTED PRIOR TO PLACEMENT OF CONCRETE. 14. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED WITH THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. 15. FOUNDATION DESIGN ASSUMES INSTALLATION PROCEDURES WILL INCORPORATE THE PROCEDURES RECOMMENDED IN THE REFERENCED GEOTECHNICAL REPORT. 16. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION MATERIALS, INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON CONDITIONS EXISTING AT THE SITE. 17. FOR FOUNDATION INSTALLATION TOLERANCES SEE STRUCTURE ASSEMBLY DRAWING. 18. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT. SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. 19. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS, INFILTRATION OF WATER OR SOIL AND OTHER OCCURRENCES WHICH MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION. 20. FREE FALL CONCRETE MAY BE USED PROVIDED FALL IS VERTICAL DOWN WITHOUT HITTING SIDES OF EXCAVATION, FORMWORK, REINFORCING BARS, FORM TIES, CAGE BRACING OR OTHER OBSTRUCTIONS. UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL THROUGH WATER. 21. CONSTRUCTION JOINTS, IF REQUIRED AT THE BASE OF THE PIERS, MUST BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF 1/4 INCH (6 MM). FOUNDATION DESIGN ASSUMES NO OTHER CONSTRUCTION JOINTS. 22. TOP OF FOUNDATION OUTSIDE LIMITS OF ANCHOR BOLTS SHALL BE SLOPED TO DRAIN WITH A FLOATED FINISH. AREA INSIDE LIMITS OF ANCHOR BOLTS SHALL BE LEVEL WITH A SCRATCHED FINISH. 23. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" X 3/4" (19MM X 19MM) MINIMUM. 24. FOUNDATION DESIGN ASSUMES CASING, IF USED, WILL NOT BE LEFT IN PLACE. EQUIPMENT, PROCEDURES, AND PROPORTIONS OF CONCRETE MATERIALS SHALL INSURE CONCRETE WILL NOT BE ADVERSELY DISTURBED UPON CASING REMOVAL. 25. DRILLING FLUID, IF USED, SHALL BE FULLY DISPLACED BY CONCRETE AND SHALL NOT BE DETRIMENTAL TO CONCRETE OR SURROUNDING SOIL. CONTAMINATED CONCRETE SHALL BE REMOVED FROM TOP OF FOUNDATION AND REPLACED WITH FRESH CONCRETE. NOTE: SEE STRUCTURE ASSEMBLY DRAWING FOR FOUNDATION LAYOUT AND ANCHORAGE EMBEDMENT DRAWING NUMBER. FILE NO. 222721 REVISIONS REV DESCRIPTION I DWN I CHK i APP Dengowl" m LLC PO BOX 5999 PEORIA, IL 61601-5999 TOLL FREE 800-727-ROHN THIS DRAWING 15 THE PROPERTY OF ROHN. IT 15 NOT TO IiE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. CORPUS CHRISTI ELECTRONICS DRILLED PIER FOUNDATION DETAILS GRAPEVINE, TX DWN:CHK'D: DATE: AS HA 9/19/2017 ENG'R: SHEET #: HA 1 OF 1 PRI. ENG'R: PRI. MANG'R: AS DRAWING NO: REV: 222721-01-F2- 0 Rohn Products LLC. Designed By: AS Checked By: Ik Eng. File: 222721 LPile: ver. 4 Customer: CORPUS CHRISTI ELECTRONICS Site: GRAPEVINE, TX Date: 9/19/2017 2:30:29 PM Date: 2Z4:!!tL/7 Building Code: TIA Rev. G LPile I: ver. 3.1.2 FACTORED REACTIONS DESIGN OPERATIONAL Download, kis 1.3 1.4 OTM, ft -kips 48.4 15.5 Shear, kips 1.4 0.4 LPILE INPUT PARAMETERS Depth(ft) Soil Type K(pci) cf) (de) C(ksf) sso in/in N RQD 0.0-1:0 Soft Clay 5.0 80.0 0.0 0.100 0.035 1 0 1.0-10.0 Clay 25.0 125.0 0.0 0.720 0.010 6 0 Reaction Modification Factor= 1.33 Pier Diameter= 3'- 0", Shaft ID = 0'- 0", Pier Depth= 10'- 0" and Ground Slope= 0 Deg. SUMMARY OF LPILE RESULTS (See Attached Graphs) SHAFT SUMMARY 1) Use 3' - 0" diameter and 10' - 0" deep drilled pier with 0' - 6" projection. 2) Use (12) #7 bars in 2' - 3" Dia. cage with #4 ties at 6" centers in top 7 feet and at 12" centers in rest of pier. 3) Concrete Volume = 2.7 Cu. Yds. PLANS 14 r DESIGN OPERATIONAL Deflection at Top, in. 0.57 0.01 16.2 Moment, ft -kips 50.7 Shear, kips 10.9 3.3 Lateral Soil Pressure, ksf 1.43 0.44 SHAFT SUMMARY 1) Use 3' - 0" diameter and 10' - 0" deep drilled pier with 0' - 6" projection. 2) Use (12) #7 bars in 2' - 3" Dia. cage with #4 ties at 6" centers in top 7 feet and at 12" centers in rest of pier. 3) Concrete Volume = 2.7 Cu. Yds. PLANS 14 r Depth, Ft I O `-------------=--- -- ---- - co O C N O N U) O O N Mti 00 00 C� O tj 'ytdea PLANS 15 M --,. N CR N O �C L O ------------ ------------ - ---------- - - ------ ---- - co N I` U 04 N ¢ Lq 00 d N i � N C N ' N O ci W O `-------------=--- -- ---- - co O C N O N U) O O N Mti 00 00 C� O tj 'ytdea PLANS 15 SHAFT REINFORCING PROGRAM VER. 2006.1 DESIGNED BY: AS ENG. FILE NO.: 222721 DATE: 9/19/2017 2:30:29 PM CUSTOMER: CORPUS CHRISTI ELECTRONICS INPUT DATA C = 1.30 Kips Vc = 10.88 Kips Mc = 56.13 Ft -K T = .00 Kips Vt = .00 Kips Mt = .00 Ft -K Fy = 60.00 Ksi Fyt = 60.00 Ksi L.F. = 1.00 H = 36.00 In. Ds = 27.00 In. F'c = 4.50 Ksi U = 1.00 Irs = Round *** SHAFT CROSS SECTION IS ROUND *** SUMMARY OF ANALYSIS Minimum area of steel req'd. = 5.09 sq.in. (Rhomin = .0050) Maximum steel area limit = 81.43 sq.in. (Rhomax = .0800) CIRCULAR TIE DATA Vu <.85*Vc/2, shear reinforcement is not required PLANS 16 0 NanoS NanoS Indoor/Outdoor airMAX'CPE Models: NSM2, NSM3, NSM365, NSM5, IocoM2, IocoM5, IocoM9 Cost -Effective, High -Performance Compact and Versatile Design Powerful Integrated Antenna PLANS UBIQUITI` N E T W O R K S 17 Overview Leading -Edge Industrial Design PtMP Client Links Ubiquiti Networks sets the bar for the world's first low-cost and efficient broadband Customer Premises Equipment (CPE) with the original NanoStationO. The NanoStationM and NanoStationlocoM take the same concept to the future with sleek and elegant form factors, along with integrated airMAXO (MIMO TDMA � protocol) technology. The low cost, high performance, and small form factor of NanoStationM NanoStationM used as powerful clients in an airMAXPtMP (Point -to -Multi -Point) and NanoStationlocoM make them network setup. extremely versatile and economical to deploy. PtP Link Wireless Client - NanoStationM as a powerful Use two NanoStationM to create a PtP link. wireless client. Utilize airMAX Technology Dual Ethernet Intelligent PoE2 Unlike standard Wi-Fi protocol, Connectivity' The remote hardware reset circuitry Ubiquiti's Time Division Multiple The provides a of the NanoStationM allows the Access (TDMA) airMAX protocol theme secondary Ethernet port with seconNanoSdary device to be remotely reset from the allows each client to send and receive software -enabled PoE output for power supply location. data using pre -designated time seamless IP video integration. slots scheduled by an intelligent AP controller. _ This "time slot" method eliminates hidden node collisions and maximizes airtime efficiency. It y� Remote Reset provides many magnitudes of performance improvements in latency, throughput, and scalability compared to all other outdoor C systems in its class. The NanoStationM may also be powered by the Ubiquiti Networks° Intelligent QoS Priority is given to EdgeSwitch'". In addition, any voice/video for seamless streaming. NanoStationM can easily become 48V, 802.3af compliant through Scalability High capacity and use of the UbiquitiO Instant 802.3af scalability. _. _� Adapter (sold separately). Long Distance Capable of high-speed, carrier -class links. Latency Multiple features dramatically reduce noise. ' Only NanoStationM models 1 Remote reset is an option that is sold separately as the POE -24. The NonoStationM includes a 24V PoE adapter without remote reset. PLANS 18 Software arOS" airOSO is an intuitive, versatile, highly developed Ubiquiti firmware technology. It is exceptionally intuitive and was designed to require no training to operate. Behind the user interface is a powerful firmware architecture, which enables high-performance, outdoor multi -point networking. • Protocol Support • Ubiquiti Channelization • Spectral Width Adjustment • ACK Auto -Timing • AAPTechnology • Multi -Language Support a#V iew Integrated on all Ubiquiti M products, airView® provides advanced spectrum analyzer functionality: waterfall, waveform, and real-time spectral views allow operators to identify noise signatures and plan their networks to minimize noise interference. • Waterfall Aggregate energy over time for each frequency. • Waveform Aggregate energy collected. • Real-time Energy is shown in real time as a function of frequency. • Recording Automize AirView to record and report results. airControl° airControl® is a powerful and intuitive, web -based server network management application, which allows operators to centrally manage entire networks of Ubiquiti devices. • Network Map • Monitor Device Status • Mass Firmware Upgrade • Web UI Access • Manage Groups of Devices • Task Scheduling MAN WIRELESS I NETWORK I ADVANCED SERVICES I SYSTEM Sm,tt. Device Nemo: RwkM MS GPS AP MAC'. D0:2772D6:35:0 Nelvmrk Made: Bridge Corract'rons: 0 WnWs Mode: Aa0ess Point Noise FW: -96d3m SSID: ubnl Trar dCOO: - Securdy: crone Version: v5.Sbete8.10763 WMAX Enebbd Uptime: 00:25:36 akMAX Ou ly: 00% Date: 2011.11-1610:26:28 air Cepaeky: DO% Ch..VFreaueiroy: 15815790 MHz MrSsbeC Dbabbd Chamrel' : 60 MHz (Up O ACkJO"stenae: 27 / OA mkss (0.6 km) GPS Signal Qu y: 70% TXM Chaku: 2%2 OtiNde / L"O,de: 33.7874371-111W724 AMudo: 26 m NM1NJO MAC 00:27:22.06:35:C3 IANOMAC 00:2772:05:35:03 LANI MAC 02:27:22:05:35:03 I 011 11 100Mbps-Ful/ Unplugged MOnitw ................... ........ ..... ........ .......... .............. ......... ...... ........ .............. ........... ........ ..... ......... .... ...... ..... Throughout I StMlans I ARP Table I Bddge Table I Reuln I GPS Delalls I Log VVLANO LAND t� 9° ■ Rx Dopa a ■ Rx:6 70 ■. TX:Obps r X: .S7kbps a m A 10 k0+0 klgs 0 1 PLANS 19 Specifications Dimensions Weight Power Supply (PoE) Max. Power Consumption Power Method Operating Frequency Gain Networking Interface Processor Specs Memory Frequency Cross-pol Isolation Max. VSWR Beamwidth Polarization Enclosure Mounting RF Connector Operating Temperature Operating Humidity Wireless Approvals RoHS Compliance Shock & Vibration 164 x 72 x 199 mm (6.46 x 2.83 x 7.83") 900 g (1.98 lbs) 24V, 0.5A 6.5W Passive PoE (Pairs 4, 5+; 7, 8 Return) 902-928 MHz 8 dBi (1) 10/100 Ethernet Port Atheros MIPS 24Kc, 400 MHz 64 MB SDRAM, 8 MB Flash 900 MHz 28 dB Minimum 1.3:1 60° (H-pol) / 60° (V-pol) / 60° (Elevation) Dual Linear Outdoor UV Stabilized Plastic Pole -Mount (Kit Included) External RP -SMA -30 to 75° C (-22 to 167° F) 5 to 95% Noncondensing FCC Part 15.247, IC RS210 Yes ETS1300-019-1.4 PLANS 20 Output '• •: 900 MHz TX Power Specifications 900 MHz RX Power Specifications Modulation MCS Index Avg. TX Tolerance Modulation MCS Index Sensitivity Tolerance MCS0 28 dBm 12dB MCS0 -96 dBm ±2dB MCS1 28 dBm ±2dB MCS1 -95 dBm ±2dB MCS2 28 dBm ±2dB MCS2 -92 dBm ±2dB MCS3 28 dBm _L ±2dB MCS3 -90 dBm ±2dB MC54 28 dBm ±2dB MCS4 -86 dBm ±2dB MCS5 24 dBm ±2dB MCS5 -83 dBm ±2dB MC56 22 dBm ±2dB MCS6 -77 dBm ±2dB Q MCS7 21 dBm ±2dB Q MCS7 -74 dBm ±2dB MC58 28 dBm ±2dB = MCS8 -95 dBm ±2dB MC S9 28 dBm ±2dB MCS9 -93 dBm ±2dB MC510 28 dBm ±2dB MC510 -90 dBm ±2dB MCS11 28 dBm ±2dB MCS11 -87 dBm ±2dB MCS12 28 dBm ±2dB MCS12 -84 dBm ±2dB MCS13 24 dBm + 2 dB MCS13 -79 dBm ±2dB MC514 22 dBm ±2dB MCS14 -78 dBm ±2dB MCS15 21 dBm ± 2 dB MC515 -75 dBm ± 2 dB PLANS 20 o.9o5 1.9� o. 9 0.92 1.921 0.93 Vertical Azimuth 90 so 0 dB 0 dB 120 60 120 -5 dB 150 -5 dB 30 -15 dB -10 -20 AB 180 .:.. .....: ..... 25 d6..:... .......: -150 -15 dB 30 -120 -20 dB -60 0 100 :. -90 :, -25 dB :.... Horizontal Azimuth so -120 0 dB 120 -90 60 -5 dB Horizontal Elevation -10 150 30 0 dB 15 dB 120 -20 dB 60 180 .:.. ..... :. ..... 25 dB..... -5 dB -150 150 -30 -120 30 -60 -15 dB -90 Return Loss o.9o5 1.9� o. 9 0.92 1.921 0.93 M I PLANS 21 Vertical Elevation so 0 dB 120 60 -5 dB -10 150 30 -15 dB -20 dB 0 100 :. _.. :, -25 dB :.... -150 -30 -120 -60 -90 Horizontal Elevation so 0 dB 120 60 -5 dB 150 30 -15 dB -20 dB -.. 25 dB ..... 0 180 ....:.... ......:. _. -150 -30 -120 -60 -90 M I PLANS 21