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HomeMy WebLinkAbout4830 Van Gordon StreetC(OPY City of Wheat Ridge Community Development Department Memorandum TO: Accounting Department FROM: Melissa Mackey, Building Division SUBJECT: Refund for Permit DATE: October 18th, 2016 Reason: Contractor requested to have permit #201601558, for 4830 Van Gordon St. closed out. Property owner cancelled the project. Please refund: Contractors License$ (acct 01-510-00-513) 80% permit fee: $264.88 (acct 01-510-00-516) 0% plan review $ (acct 01-550-05-551) 100 % use tax: $324.00 (acct 01-500-02-505) Total: $588.88 TO: Apex Plumbing Inc. 12275 W. 48" Ave. Wheat Ridge, CO 80033 Thank You! K&41,a M Permit Technician City of Wheat Rdge ADMINISTRATIVE SERVICES 7500 W. 29h Avenue Wheat Ridge, Colorado 80033 Claimant's Name City Account Number (if applicable) CLAIM FOR REFUND Tax Division (303) 235-2820 Mailing Address Street l a� ��n; J W q-�- Ay 6 _ Unit Mailing Address City h (2f,+ RI'd �r(� State ZIP 3 Contact Name ) l/� Irl(11 I V p✓�r`� j Contact Phone - Email CAM t'P, ea�wl UI rr►1O t r^lc1 Ci0�1 Type of Refund (Please select one) F]Sales Tax Consumer Use Tax ❑ Building Use Tax 1-1 Lodging Tax Amount of Refund Requeste$JQE�7� Explanation of Claim (Please attach supporting documentation such as receipts, invoices or returns) By signing below I declare under penalty of perjury that the statements made herein are true and correct to the best of my knowledge and belief.) n Signature of NEm,1 Title ('IV%e�ia� 17r1� C,L,rJ1r'�i� c�Y _Date �D FOR CITY USE ONLY a � PA Gilc( City of Wheat Ridge Page 1 of 2 10/18/16 10:57 Valuation/Fee Money Postings List/Update USER: MMACKEY cr121—pg.php/Job No: 57792 - In Update Mode 201601558 CDA013411 10/06/16 PRM Permit Fee 264.88- 201601558 CDA013411 10/06/16 USE Use Tax 324.00 - TOTAL 588.88- City of Wheat Ridge Residential Plumbing PERMIT - 2 PERMIT NO: 201601558 JOB ADDRESS: 4830 Van Gordon ST JOB DESCRIPTION: Residential Plumbing LO/06/0`16 LO/0017 *** CONTACTS *** OWNER (303)422-7181 GENE C & SUSAN GTRO REVOCA SUB (303)215-1348 Brian Wilkie ;16.2 Apex P1 ing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: UA / Unassigned BLOC OT4 0 / *** FEE SUMMARY *** Total Valuation Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** 0.00 24.00 31.10 55.10 PROJECT V ION: 18,000.00 t *** CONDITIONS *** ALL sewer repair/replacem for whic a per>BNG sue T be inspected by and receive written appro m the ity of Wh Ridge DIVI regardless of inspection by any Sanita ion represen ive. Inand approval of work by any Sa ation Di rict esentative OES NOT gty to cover work without the ppr al of th uil g Division*For trenchles we eplacem s - The Actor ill v proper slope of new sewer piping in conf m ith the C and IPCinch per foot unless otherwise allowed specifically by he applicabl code. The p contractor will provide verification of proper slope an drainage in riting as a c proval of the permitted work.** FOFOR OFFICE USE ONLY OFFICE USE 0! City of 7DqteK"' Wh6at COMMUNITY OEVELOPMENT 6filtAlding & inspection Se ices Division x500 .29"Ave., Wheat �d e, Gid 8003rce: 303-235-2855 * Fax: 303-237'-SS2g Inspection Line: 303-234-5933 Email. enits ci.�rvteetrid e.coeta ------- Building r it Application 111Pte" tptr tiOns may not be processed, ** rOPerty Address, , w Mailing Address. (if different than property address) Address: Cit , estate, € Architect/Engineer E- at g ones o Contractors City Ureas : Phone: c�ntr:t+r a A dress: Sub Contractors: Electrical: Plumbing: Mechanical. W.R, City License # W,k City License # W.R.City License # Other City Licensed Sub: Other City Licensed Scab: City License ## City License Complete for at on on BOTH sides of this form • � r � x• r x r xw x .. ». ar x Im;Unt of rn als to be used, etc.) r A:* ill i` r Sq. FULF Btu's gallon Amps _.� Squares other a"vM * w * • Ib f' . T USE ONLY PWLIC 31V Yc 3 RE DEPARTMENT 0 approved vW comments 0 disappreved o no review required "' •e ~ ~ ~ N R ~ N dc M G M Q ~ n I O c a> v E = n } E ~ : n l .C W C ~ ~ O N 'O d ( j . ^ Co ~ ~ L ( > N C O 0 n W \ u Z m ~ t ai ~ cl: 3 0 . . ~*~.eFr;~.sr;`wq , . * R ,3 Wheat Ridge rcial Niiscellan PERMIT - 071167 . ISSUED: 10/29/2007 P ST EXPIRES: 04f26/2008 ANTENNAS + ADDING 1 ANTENNA PSR ATTACHED r$ILE MATT BUTLER . ;Kallergis 02-1552 WESTERN TELCOM, Inc. USE: UA BLOCK/LOT#: 0I . ESTIMATED PROJECT VALUATION: 5,000.00. FEES 144.70 94.06 . .00 90.00 328.76 . K ayt8ncee propoeed by thie permlt application are accuxate, and do not violate applicable „pC;Clfe City of Wheat Ridge oY Covenante, eaeemente or reatriCtionsof YeCOid; that all ina.lnede are accurate; [hat t have read and agzee to abide by all conditiona printed on thia {,y ryqponeibility for compliance with the Wheat Rid9e Huilding Code..(I.B.C) and all other b, jpx.work under thie pexmit. Plane eubject to field inepection. : date . . prdei'tce withthe proviaions set forth in your application and is0utij¢et to the lawe of the LOtt144g Regulations.and Buildin9 Codea oE wheat [tidge, Colorado or anry Ot17er applicable . 4YOm the iesue date. Requeete for an extenaion muat be received~prior to expiration ~gdtl,~l at the diacretion of the Building Official. . roviGed no i p~Ik~iqYE ~Y beacquired for a fee of one-kialf Che amount normally sequired, p 4i$a 2n the original plane and epecificatione and anY.auepeneSon nr:abaPflonment has.not . yg~kMavebeen or if euepeneion or abandonment excesde one (i) ysaz, full feea ehall ye$rn1e that will change the natural flow oL water caueiRg d dtairiagt pxoblem. 4u*Xdin9 Inepector twenty-four (24) houre in advance Eor:all inspCCtlme and ehall receive yR caTdbefore proceeding with eucceaeive phasee of the 9ob. ;hq,Iprovel oE drawinge and apeciflcatione ehall notbe conatYUed tbbe a Petmit fot, nor 1}ie provieione of [he building codee or any other ordinance, law> Yule or re9ulation. yzE}Pld inepectione. : . . . . date . . . . . . s (3,p3)23i-5833 . SUILDING OFFICE: (303)235-2655 g3.;3VM ANY BUSIIdESru DAY..FOR INSPECTION THE FOLIabP1iNG BUSINESS DAY. i . ~ 7' ~ . ~ . . . . . . . } 06/25/2008 10:55 FAH 3032352957 PLANNING 3032352846 16001 tttxtttattttttxtttttt TH REPORT **a:x:s*xxs:x~*xxsxxs TRANSMISSION OK TX/RX NO DESTINATION TEL 71 DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT 0454 7202282264 06/25 10:54 00'41 1 OK a~ s , , . y} , 1, w~~ ~1 . ilut uxy ey f comme'mlal "SceflSII ~'RMT - 0711167 n PERMIT N0: 071167 I83USD: 10/29/2007 ,70B ADDRESS: 4830 VAN GORDON ST , EXPIRES: .07/15/2008 DESCRIPTION; REPLACING THR&$ AN'PENtT148 ~ ADbING 1 AN'L+FNNA PEA ATTP.CFYEn CONTACT5 OWNER 720/939-3144 T-MOSILE - MATT BUTLER gc 720/859-1115 Hill Kallergie 02-1552 WE9TERN T£I,COM, Inc, PARCEL TNFO . . ZON'E CODE; 8ID U6E: UA SUHDIVISION: UA BLOCIC/LOT#: 0/ FSE SUMM7+RY ESTIMATED EROJECT VALUA'TION:. .5,000.00. PSfiS Permit Fee 144.70 Pldn Review Fae 94.06 Total Valuation 00 Use Tax 90.00 TOTAL 328.76 ~ Conditione: Mg; approved 10/25/07 IS: Approved. = here6y eertify chac ehe eeebaek dieeai+eee propoaed by Eh1e purmlC epPlSOSelen are acouraoe, snd Oo noe violaee spyllceblO osQSmanCea,rulee oY tegulflCione aF'th'e ClCy oL wheat Ridge or cavenwnte, eaeemenee or reetziceiarie of recard; thae all rr meaeuzemenee elwwn, ana allegselon~ aam asa aao%)r&t■i cna¢ i hava reaa aa6 agsee Co Oida by a11 aossdSESOnd prineeE ao tkim applicaGioii an0 thaE Y aeeume E+f11 seeponeibilAey tor complidilCG wSCh the Nheat R1Q9e Bt+11d1ng Code (I.B.C) md a11oChCi ayplleabL Nhut Ridge OedltdelCN, £OS wosk usldei tri1s pesmSC. Plana 1uby*os EC lield SAayOCEioit. 61gnnCUre et c0atsaeCOx/o~1er ' i. 'lhis psxmie Wai dosuea stl aaaorQllnGe wiCn thb yroviDio" aee lorCh in yous apvlleaCioil af16 i~ oubjeCC ca sAA lawa oL e1+e Stase of Cokeiado end ca the 5ot73Ag Re4ulaCionB_.aY+d Bullding Codee, o! Nrieei,stldgdr ColoaWO or osY oeher 413p11C6U1e ordinence• o= Ct,e Cicy. a. '[Ciis Bermit eha11 expire leo daya lrom the 1.9dUe daee. Aaquesss Loz an meei'uiop mume be zaeaSvea Ps4or ee e7WS0eESen date. M BxCenslon may be granCeE ac the diecreCioa of the enllding OiLicial. , . . 3, SC ehie pormie ex9iras, 4 nav parmSe may be aeQuiraa Lor a!ee eL one-YU1t the amnune nornully reeuSsra, psovidea ao changN "1,4ve Leen os will be mde inthe 0iiginal plane an0..ADBClficacioae aisQ. BnY euepaneioa oi abandoOMMOLt rini.noG r , `!City of Vheat Ricdge .i~ Cammercial Miscellan PERMIT - 071167 FLFfiMIT NO::. 071167 . . ISSUED: I0/29/2007 . . JOBADDRES5: 4830.Vk1i4GORDQNST EXPIRES:07/15/2:008 . D$`SC&FPTiON: R}'sPLACING 'PHREE ANTENNAS +ADDING 1 ANTENNA PER AT'fACFTED : x+x CC3NTACTS.;rx• . . . . . . . . . (1WNER 720/939~-3144 T-MOBILE . . ' MATT BUTLER . gC... 720/858-1115..Bi11 Kallergis ; 02-1552 WESTERNmELCOM,~--Inc. . . . . i . . `PARCSL iNFO * . . : , . . . . . , 20NE CODE E. PID . . : USE : UA . . . SU9DI'VISION: VA. . . BLOCK/LOT#: 0/ F;E SUMMP.RY " .ESTIMATEDP,ROJECTVALUATION: . . 5,000.00 . . . .FEES... . . . . . . . Permlt FEE ' . . . 144.70. - . . P2an Review Fee . 94.06 . T'btal Valuation .00 ' Use Tax : . : . " 90.00 . . . . . TOTAL:'** . . . . . 328.76 . . . . . -CbndltionSc _ MI26' appYoved 10/25/07 . . . . . . . . JS: Apgroved. I hezeby certify Chat the metback distancee propoeed.by thia permit application are accurate, and do not'Violate agpllcable ordinancae, zulee az Yegula[Sbne of the C1ty.of Wheat Ridge or.covenants, eaeementa or reatrlctiona of record; that a17m9aeuremente.8hown, andal$egatlon9 made are-accura[e; that i have read and agsee to ablde by all condltiona princmd oa kh.is apgllcation and tllat Iasaumefullreaponeibility £or compliance with'the wheat Ridge Building Code (I.e.C) and allathez appllcableMieat Ridge:Ordineneee,far work under this permit. Plane.subject,to fie18 inepection: ' Sigpature oE.cmtractor/owner date ' . . . . . 1, Thie perm.i.t waa isaued an aecorQance with the proviaions eet forthin your application anQie aubjece tothe lave of tlm >8tate oE401orado.andtotheZOning Regulatione and Huilding Codee of Wheat Ridge,COlorada or'any other apglicable ..btdanaacee. oE Grie Ciey. . . . . . . . . 2.Thie pezmiC e'hdll expire 180.daye fromthe ieeue date. Requeate.for an exteneion muat be received praarCO expiratSon: . ..9ate. Anextenaion.m3y.begzahtedat the diacreCion of ehe Building Official. . 3,.Sf thiq;permiC ezpisee,'a new pezmit may be acquired for afee of`one-half the amount aormally requited(provzded to "chan4~o have been arwill be made in the:original.plane.and.epGCi.ficapione and any auapeaei4n or abandonment has not . excCeded one (1)year. if changee have been or if euepeneion or aDandonment exceeda one (i) year, fu1l.fee6 ehall..tie paSd for ; new permit.. 6. D1o,WOrk ot:any manner a3oall De.done that will criange the natural flow oE water caueing a draSnage proDlem.6.Contractpr e11ai1xWCify the Buildim7 Inapector tweney-four.(24)houre-inadvance for ali,inepectioiin and ehall receive wY;ttGh eppYOVeI oT i3lepeCtlOn Cdld befoie prOCeeding wlth BuCCee9ive.phaeee of the job. . d..The Ssauatice of a pexipit or :theapproval.of drawin9s and epecifications eliall not tie cona[rued to be aPemit for, nor . an appYOVal of, any'violation of tfie provieione of the building codee or.any oeher ordinance,law, rule.or regulation. ' AS1 pl8n.zevlew S_8 t to field inepectione. 9ignature pf G}i 17 81ng Officialdate . ' , ~IIISP]iCTIO flII85T"LINB: .(303)234-5933. BUILDING OFFICE: (303)235-2855 . 1i8QU8ST$ MU9T`PB`MADE B].' 3PM ANY.BUSINESS DAY FOR.INSPECTION THEFOLIAWING $USINESS bAY. . 70: Meli- PaBe 1 af5 2008-O620 21:24:58 (GMT) 17202282264 From: Technology Associates FAX COVER SHEET TO Melissa COMPANY Flheatridge Building Department FAX NUMBER 13032352857 FROM Technology Associates DATE 2008-06-20 21:20:51 GMT RE Permit Extension Request ( COVER MESSAGE Melissa, If you can run this past Mr. Schumacher today, I would appreciate it. Thanks, Matt C~-~~ 22~ / www.efax.com To: MelissaPage 2 of 5 June20,2Q08 2vir: lotrn $c6umacker Wheat Ridge Building Depsrhnem 7500 5V.29m Avenue Whmtridge, Cd 80033 2008-06-20 2124:58 (GMT) 17202282264 From: Technology Assodates RE: IiEQUBST FOR HifILi3ING PERMT EXTENSION T-driobiie USA: AT&T Tower (DNI1]8A) 4830 Vaa Gordon Skeet, W6eaFaidge, C0 80404 Dcaz W. Schumacker: It was brougtrt Wmy attentioa lhat a. get7nit.I submittcd for last ycar was mt pullad. The pertmit is fqr the addition and zeFrlacementof antennas~on. a communicatious ahuctuie et 48 Van G idpn 'ihq aontracWr 3s now reaciy to pull permit 071167. If it can be ottendecE w July 15, 2008; would greatly appreciate it. If you are able to renew the permdt, please fax ik Eo ma (720) 228-2164 If you nead anything eLse or have an}r questions, Please feel tree to call me eI (720) 939- . Thxuk you fot your time. Siacere►y, MatQ BuTler TecLaology Associates Intamational Corpomtion Sanior Project ManagCr Tethrmiegy Aeeociqtee IntsmoUMml Carporepon 4a67.8: univaniryBiva.#2a9 Niqhlandb Rench, CO 80126 wwW.talc~HN To: Melissa Page 3 of 5 2008-0620 21:24:58 (GMT) 17202282264 From: Tedinology Assodates OF WHE4TN~ City of Wheat Ridge °~~oRaa Commercial Miscellan PERMIT - 071167 ~ PERMIT NO: 071167 ISSVED: 10/29/2007 JOB ADDRESS: 4830 VAN GORDON ST EXPIRES: 04/26/2008 DESCRTPTION: REPLACING THREE ANTENNAS + ADDING 1 ANTENNA PBR ATTACHID ~ CONTACTS OWNER 720/939-3144 T-MOBILE MATT BUTLER gc 720/858-1115 Bill Kallergis 02-1552 WESTERN TELCOM, Inc. PARCEL INFO x* . ZONE CODE: PID USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMT:RY ESTIMATED PROJECT VALVATION: 5,000.00 FEES - Permit Fee 144.70 Pl.an Review Fee 94.06 Totdl VaYuatiUn •oo Use Tax 90.00 TOTAL 328.76 ' Conditions: MR: approved 10/25/07 l JS: Approved. I hereby ceztify tnat the setback dietancea proposed by Chle permit appllcation are accurate, and do not violate applicable ardinancea, rulea or regulatloaa of the City of wheat Ridge ox covanante, eaeemmta or restrle[ione of record; ehet all ' measuremente ehown, and allegationa made nrn accUrate; thae I have read utd agree to abide by alt r_pntllU.one printed on thiv application.and that I assume Yull reepoasibility foi compliance wiCh the Wneat RSQge Building Code (I.S.C) and all other applicable wheat Ridge Ordinancee, for work under this permit. Plans aubject eo Eield inepection. sigriaeure of contraccoz/ownez ' aate. 1. TRis permit vae iesued I. accorda.nce wiCh the provieiona set forth in }rour applicatlon an9 ie aubject to the lawe of ehe 6tate o£ Colorado and to Che Zoniiy RegulaGiuns md Huilding Codee of whaat Ridge, Coloredo or any other applica6le oreinancea of ehe City. ' 2. Thie permlt shall expire 180 daye from Che iseue date. Requeat9 for an extenaion must be receivetl pnior to ezpiratSnn da[e. An exGenaioil may bc gtanted at the tllscretion of the Bullding OfLicial. 3. IE chie permic explree, a new pesmic may be acguised Coz a fee of one-hali the amoun[ normally required, prwided no changee have been or will be made in the original plane and epeClEications and any euspeneion or abandonment hae not exceeded one (1) yeac- I[ changea have bemi or iF euepenaion or aDandonment exceeds one (1) yeat, tull feee ehall be paid for a new pexm3e. ' 4. No vork of eny menner ehall be done that will change Che natural flov of vater caueing a drainage psoblem. ? 5. Contrector ehall notify the Building Inepeccox twenty-four (24) houre in adwance for all inspactions and ahall receive wrieten approval on inapeccion card before procee0ing with eueceasive phaees of the }oD. 6. The ieauance of a permie or the apprwal of draainga an9 apeciLicecione ehnll not be eonatrued eo be a pevcit Eor, nor o n of the provieiona of the bullGing eodes or arry other ordinance, lav, rule or regulation. an approval oL, any~ 1 'a ~ All plan review a C to £ield inapectiona. CdCe INSPBCTION R8QU83T LINEx (303)234-5933 BUZLDZNG OFFICE: (303)235-2855 % REQ(JESTS MUST BE MADE SY 3PM ANY BUSINSSS DAY FOR INSPSCTION THfi FOLLOWING BUSINESS DAY. To: Melissa Page 4 of 5 2008-0620 21:24:58 (GMT) 17202282264 From: Technology Associates ,NSPECT'ON RECORD OGClIp2I1CV/TYPB 'V°INSPECTION LINE: (303) 234-5933 Inspections wili not be made unless this card is posted on the building site Call 6y 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACE5 PERTAINING TO THIS JOB FOUNDATION INSPECTON$ DATE fNSPECTOR INITIALS COMMENTS: Footings/Ca(ssons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Morwtithic Weatherproof / French Drain Sower Service Linas Water Service Unes roVR nv t:vncaeix unu~ ru~we n~v cccr CONCRETE SlAB FLOOR Electrical (Underground) - Plumbing (Underground) Hoating (UnAerground) DO NOT POUR FLOOR UN71L ABOVE HA3 BEEN SIGNEU ROU6HS Sheathing Lath / Wall tie Mfd-Roof Electrical Service Rough Electric Rough Plumbing Gas Plping Rough Mechanicat - ABOV E INSPECTpNS TO fiE 316NE0 PRIOR TOPROCEEDIN6 Framing Insulatlon Dtywall Screw Fwr,Ls Elechical Plumbing Mechanical Roof Building Final Fire Depadment R.O.W & Drainage START ALL ROU7ING ONE WEEK PRIORTO FINAL INSPECTIONS. Parktng & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROYED BY PLANN/NG AMD ZONING, BUILD/NG AND PUBLlC WORKS BEFORE A CERTlF1CATE OF OCCUPANCY fS lSSUED. FINAL 1NSPECTION BY THE BUILDING DfVlSION OOES NOT CONSTIT!/TE AUT14ORlZA77ON OF A CERTIF(CATE OF OCCUPANCY NOR PERMISSION FOR OCCf/PANCY. A- - - ~ae .i+ ~^^I tGm OCCUPANCY NOT PERMITTED UNTIL tiER 1 trIGAit vr vi.%.urr+vAa, ii ll~ PROTECT THIS CARD FROM THE WEATHER To: Melisw Page 5 of 5 2008-06-20 2124:58 (GMT) 17202282264 From: Tedinology Associates CITY Of YHEpT RFOGE 82122lB8 2:53 GF1 edE WESTERH TELCOM INC kECEIVT NO:C925331 RMOIpiT dPSP AEGl1CIWj TVptEE 8N7E 328.76 @71167 Perait Fee 144.70 Plan RCw1BM Fee 94.66 Use Tax 90•a0 BPSI LIC -CLI- TUTAL FEE 158.66 021552 RNYViENT RECEIVED RMOUNT CK 1471 479,76 TOTAL 478.76 ,~+F nnnnocnanc rA 0 O1 08/Q3/2008 16:41 hAX :iU3ZSOZt57f r~nnnina TX REPORT TRANSMISSION OK TXlRX NO 0446 DESTINATION TEL # 7202282264 DESTINATION IO ST. TIME 06/23 16:41 TIME USE 00'30 PAGES SENT 1 RESULT OK So: Malleaa Pape 2 oi 5 JunG7A.2G08 Mr. Jolm Schimumbn' WhoaE RiftBw7dia8 DcP~~ 7500 VV.29 rlrmuc 9Weetrid$o, CO 80033 200e-00-2021,24;Se(aM7) 17202282204 Fwm:Teehnolopv~~6mm 'kB; RE,QUBST FOR,SLiII:DVG PERMlT.BXTBNSION T-[dotib CJ9A: AT,g7' T4wer (DNI178A} 4830 vm~aon sdmor, wbe.aidM c0'809aa Dear nk. sdmmacker. It w&s brought tomY aqr.ieLian iSaR a.permiY I submieDpd ior last ycar vras ooR' Rulled. 7'he ye~niifoc tbie eddtdon amd replacemenr of entennss'~os a commumcstiane sleUCbiae •at 48 Yee • SOreeL 1Le oanaaeta is now ready eq pull pamh mu67. IP: it cm ne eyat~uaea w 3u~ ls, woula'Seetly Tf yHb e~able m remww the Ec1r1d4 Pkdse ibx tt to ma• C~D228-2264 }Pypu sead snyt~lfeg else ar have anY 9~3~r P~ ~ 6ee'LO caU mq st.f~0}939- 7'Ifauk Yeu Yor Youe tfine. Sm~, ~9*~ TeclmolM Aeeootanes hxwAddoml Capasdon Satuor Projeet MAaager 06/24/2008 Tv8 15:19 FAx 7208581117 weetern melcom xnc. es C E 0 C-3 ~ ~ L d coiv ? d d ~ U) s ba LL Vu ^ I L6 I ~ ~ ~ ~ ~ ~ i . d ~ ~ C H d 6 ❑ 3 d a d ~ A d i 0 E e 0 N I 6 ~ 0 ~ . ~ ~ ❑ a e m Le ~ r V N ~ ~ -1~ ~ ~ ~ ~y ~ .J..1 y I ~ s ps ~ ~ • limooiiaoz 06/24/2008 xUE 15:20 FAx 7208581117 weetern relcom xnc. ~ U ~ ~ n 5 O U ~ ~ ~ ~I ~ vJ ~ ~ U ~ 7 ~ 4) W id ~ W O U F~ U F ~ ti ~ vi ~ ~ w m O N V' N ~ ~ ~ Q ~ C C ~ i ~ ~ 'Ch0 % ~ N y k ~ C ~O ~ s V o % 0 ~ n•~ 0 ' O V ~ 7' U yoo~ ~tE+ w 03 sa.-Wo ~ V D O 6 L) 9 W 7 ~ ~ N G Q y ~ 00 ~ x~ O ~ ~ ~ ~ VO (14 cn, 00 ~ p ~ O V'+ ? q ce o0 00 ~ o0 ~ C ~Opp~p y vj O C ~ ~r°QW~.~W 0002/002 OWNItR 720J9 ga 'i 72D/8 4.; ty ge ibac~~ ~~*eDaan PEPtMff - OlI1O • * PAIdC8L IN$O ZC)LJ* CQDF: PiD . SETSO2V3h3'tOY1,: t1A r * g~,gg g~y * * S5'TIMATED , FEES PetmiG Fee. ~..144.70 ~ Ploia N:eview Foe 94~.06 ToCal Valviatiqn :00 " UsQ TaX.,... . 90..00 s~ TbTpt, *x 328.76 CanGiiticros;, Mlts" apgroved 10f3S/07 J5 - r` ABF~xovefl. §i~~~ i. 1'nie ni.?xmic. wae 1ae~ted ltt ucoa ..$WCr bf Colpxad~ aM4"tq the 2t t'.rEln84ces. of thlE C1t}+. 2. 3'hta ptkmle sha11 e}yy.1rR T90 ~1t date. M extene,lott may Ue grai 3. if, thir peYmit e;Cpi'Lee, a new I q,hs~er ha~te bpeh oy t{3l1 he,i9i exreaded ana (1) yc~0.s:" xf char be pal9:tor a ney pmrinte. a, No work of I.any maxVier',pha11 be~ 4. CoatrActasr.apaa2 xioGi{Y* 't~Yp 8vi written approval on inA~6Ctian: 6. 'fhe ieauanCe o# ih ~zeEit t~F th, an appTOVal ~vio~.ac>on - All pian e rubject to 1 i Kqr~aby Cer[i~ty thdt thp,aettiack'. CFdiNDCe9, T43ee o# F¢gd7.8C}6nf e e~eaµuXemeata e~~~ own, ~ atu# eltegatiot H aPP~sbation r.na~ z ae uYi Aft4 dpgliCaGl~ ~eat e 4i~ cee:, tur fconCra tot~dv~akt . dr$ncea proppaed by:thiepesmit application are ace'uzate, ana ao qac.v;wxacc'spp+>caw= Ehle C1ty 6t NheBt RSflge oY covenante,.easeaenta oL r2etxiaC3oneot s4Ebrd?~jhak a33, . ode qY.Xe accura4e; cline Ihave reaa and'agsee io aritd8 bp 811 eone~StSOne}Yt}t#cti Oii ~hiTG - ygpon~Lbf,I1Ly t6z compliance ith the Nheat aiflge DuSld3nq,Cada (t,g-G asu3'a11 oCHet % tt wo.Yk iai9ez thSa.:Pe '..P e eubjec[ to Eield 3seQeCtion. } < i da e 1CS rxith ihC'pmdisione set forth inyouz.application and ig eLLbjNr.'G tb the iawa bE C~a }g Regul,ations EjM buildin9 Codes ofWheat Ridge, Colozado of any dthetxp,plicab3C ~xom Cheier.we date. aequesta for art exteneioh muet be zeeeived pYier to e7cpiL&tidnv ~ at the ctisCYe 10n of' the euilding bfEicial, > . git m%y b! abQUI~rd1:for~aiee of one-half the aawunt.aosmally ftquSj~,aH, pmV}dpd mS 1,n G~'le o~iginal plohe nifd epecificatioqe and any:piitpC*ieicnt or. ebzYfd#itl~pettC fiAe sso1j., i ha've tielia' nr if evepepsionor abaraionment eacceefle oxte f;~ ,ysaY,. ~.Cull. Peega6d1.1 ;Se t8st w~lY e170uqa~the natural flow of watar cauaing a da'rlna" ¢spbYaM•~` ' [34q 7,hsp0Ctoz t~nty-four (21) houre in advanqe fipX all iaepecCio?fe sAd elia3l rbceL*df f . td hexorelpmaeBding witri aucceeeive pnasei oT thejaD. gp*bval oE drswinge.and apecificatione-ehall not be CoMtiteid Lo kHb a BeT~C '~o=, W11e prov;6ionq PE the building codea or any other ardinan¢8, laM,~ry1G or ¢egulatSRn. }d >nRFeekiOnY. . . . , . pF`NHEql,Q City of Wheat Ridge Building Division 7500 W. 29'h Ave., Wheat Ridge, CO 80033 u ~yqv" m Office: 303-235-2855' Fax: 303-235-2857 c-` o Inspection Line: 303-234-5933 ~GORP~ Property Address: Property Owner (please print):474-T 1~&.5phold Phone: _ ailing'/Ccd~ress: (if different than property address) ~'jurf 1~~IE~' j( (~zo)Q3931 ~~h Address: '7!~/j l K~ / rn..,r ~VI Ild. 'NsvD City, Building Permit Application Date: ,-,j1~/C~;~~ Plan #:O'1- 0 ~ Permit n-1J WT Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: sal e: S d~U Use Of SpaCe (deSCriptlon): Con (as calculated truction V per th uilding Valuati ata sheery Description of workc ~~IQGP~Ln,~ 0--p F Plan Review (due at time of submittal): $ 1~~(e_.~~.~I~ICG. Rvl'rGvINC<}~ f~VIG new ~~rf-E.,v~n d~ a xy'K Sq. FL/LFt added: Squares -WA- BTU's _IQA Gallons -k,~A-Amps ti+Q OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; ihat all measurements shown, and aliegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONEc (OWNER) (CONTRACTOR) or ERSONAL REPRES- ENTATN f OWNER) (CONTRATOR) PRINT NAME AR SAy,-- SIGNATURE: Date: 40 -/~-0 7 DEPARTMENT USE ONLY ZONING COMMENTS: ~ . Zoning: ° .i ~3' Reviewer: rf ~0 PUBLIC WORKS COMMENTS:: Reviewec BUILDING DEPARTMENTGOMMENTS; ~f'~/ OCCUPANCY: ~ f$$VIOWEC . . FiRE DEPnRTnnEN7:: ❑ approved w/ co ~ ents ❑ disapproved ❑ no review required Bldg Valuation: $ Phone: - GENERAL NOTES CODES AND b4DARDS 1. FOR THE PURPOSE OF CONSTRUCTION, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR/OEM - EXI-PARSONS OWNER - T-MOBILE . ® ® ® M b l SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE o i e LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE 2. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT THE DATE OF CONTRACT AWARD ON ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTORS SHALL SHALL GOVERN THE DESIGN ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, . RULES, BUILDING CODE: REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE INTERNATIONAL BUILDING CODE: IBC 2006 PERFORMANCE Of THE WORK. SITE NAME ELECTRICAL CODE 3. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2005, COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND AT& T TOWER NATIONAL ELECTRICAL CODE APPLICABLE REGULATIONS. LIGHTNING PROTECTION COQE 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW NFPA 780 - LIGHTNING PROTECTION CODE, 2004 OUTLINE ONLY. SITE NUMBER SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EDITION OF THE FOLLOWING STANDARDS: EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. DN01118A 1) AMERICAN CONCRETE INSTITUTE (ACI) 318-99 2) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN MANUAL OF STEEL ACCORDANCE CONSTRUCTION. WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED 3) TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA/EIA 222) OTHERWISE. LATEST EDITION, STRUUCTURAL STANDARD FOR ANTENNA TOWER AND 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE ANTENNA SUPPORTING DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR M1yE~ gti R STRUCTURES. 4) INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS APPROVAL BY THE CONTRACTOR. X ( (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY GROUND IMPEDANCE AND 8. THE SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP , EARTH SURFACE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE s k POTENTIALS OF A GROUNDING SYSTEM IEEE 1000 (1999) EXISTING RECOMMENDED PRACTICE FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED 'LOR{a0 FOR POWERING AND GROUNDING ELECTRONIC EQUIPMENT. LOCATION. 5) IEEE C62.41, RECOMMENDED PRACTICES ON SURGE 9. THE SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. Wheat Ridge Building Department VOLTAGES IN LOW VOLTAGE AC CIRCUITS LOCATION CATEGORY "C3" AND 1 ~ CONSTRUCTION SHALL COMPLY WITH OWNER SPECIFICATIONS FOR CONSTRUCTION ; Approved "HIGH SYSTEM EXPOSURE 6) TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING O 3G SITES. 11 SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR e'~ r REQUIREMENTS FOR TELECOMMUNICATIONS 7) TELECORDIA GR-63 NETWORK EQUIPMENT-BUILDING . '3)1)) ) G ""Al SYSTEM (NEBS): PHYSICAL TO D ~E COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON ity 0 it. The iSSUanCe of a permit or approval of plans specifications PROTECTION 8) TELECORDIA GR-347 CENTRAL OFFICE POWER WIRING THE DRAWING MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE , atd Computations shall not be a permit for, or an approval of, any violation to 9) TELECORDIA GR-1275 GENERAL INSTALLATION CONTRACTOR F ANY I C AN ES PRIOR TO ORDERING MATERIAL OR PROCEEDING WIT E any of the provisions of the building code or of any City Ordinances REQUIREMENTS O D S R P CI H . i : 10) TELECORDIA GR-1503 COAXIAL CABLE CONNECTIONS CONSTRUCTION. erm ts presuming to give aUthorily t0 Violate or cancel the provisions of the building codes or other oldinar! es of the City shall not be valid. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES 12. ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS AND STANDARDS REGARDING MATERIAL, METHODS OF OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS PERSONAL CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC RF EXPOSURE MONITORS ARE ADVISED TO BE WORKING TO ALERT OF ANY REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. DANGEROUS EXPOSURE LEVELS. VICINITY MAP CONSULTING TEAM PROJECT SUMMARY SHEET INDEX A&E FIRM: SITE ADDRESS: SHEET DESCRIPTION ZUMA CONSULTANTS INC. 4830 VAN GORDEN T1 TITLE PAGE, VICINITY MAP & GENERAL INFO. W 3911 W 25TH AVE WHEAT RIDGE, CO 80033 u DENVER, CO 80212 Al SITE PLAN & ANTENNA DETAIL Mo ~wrv<< P: (303) 325-5606 WMy F. (303) 325-5629 A2 EAST ELEVATION CONTACT: KHRISTOPHER SCOTT PE d PROJECT DESCRIPTION: A3 DETAILS APPROVED ELECTRICAL ENGINEER: PROPOSED A "NON-INHABITABLE" E1 ELECTRICAL NOTES AND SPECIFICATIONS Subject )0 Fleid Inspections PRIEST ENGINEERING, INC. TELECOMMUNICATIONS SITE CONSISTING OF P E2 GROUNDING PLAN DET S 6909 SOUTH HOLLY CIRCLE, SUITE 304 LACING NEW T-MOBILE FLEXI STACKED UNITS & AIL u a CENTENNIAL, CO. 80112-1045 ON THE EX. PLATFORM AND REPLACE EX. ANTENNAS WITH NEW ANTENNAS ON EX. MOUNTS. E3 GROUNDING DETAILS Wheat Ridge 132ding Dept PHONE: (303) 773-8773 , -SIT FAX: (303) 779-8333 CONTACT LOREN PRIEST E4 GROUNDING DETAILS : ate E5 POWER/TELCO PLAN AND DETAILS J E6 POWER/TELCO INSTALLATION DETAILS ' o: 0 z • wMobile% T E7 GPS INSTALLATION DETAILS Signed..,., • : .............Plan Checker Ell PARSONS TELECOM AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 ISSUE DATE: 10/16/07 CONSTRUCTION Herr.-nrcroionnxi.- Qj 08/31/07 PRELIM CONST. KR ® 10/16/07 CONSTRUCTION KS A Q rntrAKtu CT Zuma CI Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 AWN BY: CHK.:=APV KR I KS I KS REGIS 34610 TITLE PAGE, VICINITY MAP & GENERAL INFO. SCALES SET FOR A 24x36' 'D' SIZE SHEET T1 SITE NOTES: RF NOTES THE MINIMUM LOWEST ELEVATION SHALL NOT BE LESS THAN 4" ABOVE CROWN OF ROAD OR THE FEDERAL AND/OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS HIGHER. CONTRACTOR SHALL SUBMIT NEW T-MOBILE UMTS 1. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE AN ELEVATION SURVEY PRIOR TO POURING SLAB AND A FINAL SURVEY UPON COMPLETION OF ANTENNA TO REPLACE GSM CONDITION BY SUBCONTRACTOR. PROJECT. ANTENNA ON EX. MOUNT 2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. WORK OUTSIDE OF THE PROPERTY LINE INCLUDED IN THIS SET OF DRAWINGS SHALL BE, BUT NOT EX. T-MOBILE PANEL LIMITED TO, DRIVEWAYS, SODDING TO ASPHALT LINE AND UTILITY CONNECTIONS. ANTENNA T-MOBILE PANEL 3. RADIO FREQUENCY (RF) CABLE AND RACEWAY SHALL IF THERE ARE EXISTING TREES WITHIN TOWER COMPOUND, THEY SHALL BE REMOVED. CONTRACTOR COMPLY WITH THE REQUIREMENTS OF THE NATIONAL SHALL. PROCURE PERMIT. EX. SELF SUPPORT TOWER ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. CONTRACTOR AND SUB-CONTRACTORS SHALL VERIFY ALL UTILITY SERVICE CONNECTION LOCATIONS FUTURE T-MOBILE PANEL ANTENNA PRIOR TO SUBMITTING BID AND PROCEEDING WITH WORK. IT IS RECOMMENDED THAT THE NEW T-MOBILE PMTS OUTDOORS, ALL SPECIFIED SPECIFIED INDOORS-OCCUPIED, EACH LOCATION CONTRACTOR VISIT THE SITE AND VERIFY ALL DIMENSIONS AND NOTES BEFORE SUBMITTING BID AND , INDOORS-UNOCCUPIED, PROCEEDING WITH WORK. ANTENNA TO REPLACE GSM PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, ANTENNA ON IX. MOUNT LISTED, OR LABELED AS REQUIRED BY THE NEC. PER GEOTECHNICAL REPORT BY OTHERS, SOIL AT THIS SITE IS CAPABLE OF SUPPORTING THE 5. RADIO FREQUENCY (RF) CABLE SHALL BE SUPPORTED AT DESIGN LOAD OF 2000 P.S.F. IF OTHER CONDITIONS ARE ENCOUNTERED, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK. THIS VALUE IS CONSIDERED SAFE WITH RESPECT TO ACTUAL FAILURE OF NEW T-MOBILE UMTS MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE THE SUPPORTING GROUND, BUT DOES NOT ENSURE THE PREVENTION OF FOUNDATION SETTLEMENT. ANTENNA TO REPLACE GSM MONOPOLES OR WATER TANKS WHERE CABLE AND REFER TO GEOTECHNICAL REPORT FOR RECOMMENDED EXCAVATION AND/OR EARTHFILL PROCEDURES ANTENNA ON EX. MOUNT CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS AArra VA DETAUL SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE ALL HIS PRACTICAL TRADES. SUPPORT ACCESSORIES SHALL BE USED. 6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE 2' 0 4' e' 12, PROVIDED WITH A WAVEGUIDE TO SUPPORT AND PROTECT ANTENNA CABLE RUNS. SCALE 1/4'-r'-0" 7. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE IX. EQUIPMENT CABINETS CABLES. CABLES SHALL BE SLOPED AWAY FROM THE ON A CONCRETE SLAB BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT. B. ALL FEEDER LINE AND JUMPER CONNECTORS SHALL BE APPROVED 7/16 DIN CABLE CONNECTORS THAT MEET IP68 t STANDARDS. 9. 7/16 DIN CONNECTORS REQUIRE NO ADDITIONAL WEATHER PROOFING IN INDOOR APPLICATIONS IF INSTALLED AND TORQUED PROPERLY. IN OUTDOOR APPLICATIONS WEATHER / PROOFING IS REQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED: 7 a, APPLY A 'COURTESY' WRAP OF ONE LAYER OF 7MIL THICK VINYL ELECTRICAL TAPE EXTENDING APPROXIMATELY ONE (1) INCH ON EACH SIDE Of THE COAX CABLE/ CONNECTOR EX. T-MOBILE PANEL JUNCTURE. ANTENNA, TYP. IX. EQUIPMENT USING WEATHERPROOFING KIT APPROVED BY CABLE SHELTER BY OTHERS I FUTURE T-MOBILE MANUFACTURER AND CONTRACTOR. START TAPE f PANEL ANTENNA APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP EQUIPMENT - NEW T-MOBILE UMTS 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE SHELTER BY ANTENNA TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE OTHERS CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO EX. SELF FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE SUPPORT TOWER (D AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR qp TWO. ADD THE BUTYL RUBBER AND FINISH WITH A FINAL =r LAYER OF TAPE. ~0' CY v 10. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, BY THE l 0 LANDLORD OR AUTHORITY HAVING JURISDICTION IN EX. FUEL TANK i O ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE PREPARATION AND PAINTING REQUIREMENTS. 7 -0" IX. T-MOBILE COAX - 11. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE TRAY r c. GROUNDED AT THE TOP OF THE TOWER, WITHIN 10 FEET OF EX. 12' DOUBLE GATE EX. T-MOBILE THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER GENERATOR o r } ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY. N co r0 THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS - 0 THAT ARE BETWEEN 100 FEET AND 200 FEET HIGH, AND AT % t 0 - INTERVALS OF 100 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 200 FEET, 20'-0 12. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXIAL CABLE EX. T-MOBILE EX. T-MOBILE EQUIPMENT SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR IX. CHAIN LINK FENCE PPC CABINET CABINETS ON A CONCRETE SUB THE KITS AT THE TOP OF THE TOWER, AND IN THE MIDDLE W/ BARBED WIRE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER NEW NOKIA FL.EXI EQUIPMENT STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP STACKED W/ PLINTH ON EX. SUB CONNECTIONS. BOLT FLEXI PLINTH TO EX. SLAB USING 13. ALL RADIO FREQUENCY (RF) CABLE SHALL BE LABELED STAINLESS 3/8" EXPANSION ANCHORS PER MARKET REQUIREMENTS 14. MHA/TMA'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED TO THE SUBCONTRACTOR (WHERE REQUIRED) AND SUE PLM 4' 0 76' 24' INSTALLED BY THE SUBCONTRACTOR. Ram 15. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE SCALE 1/6'_P-0" PERFORMED AND REPORTED IN ACCORDANCE WITH T-MOBILE REQUIREMENTS. A RADIO SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS WILL NOT BE ACCEPTED. T • •Mobile• EXl PARSONS TELECOM AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 ISSUE DATE: 10/16/07 CONSTRUCTION Q 08/31/07 PRELIM. CONST KR ® 10/16/07 CONSTRUCTION KS 0 Zuma Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KR I KS KS .PEG 34610 kklt SITE PLAN & NOTES SLUES SET FOR A 24'x36' 'D" SIZE SHEET Al T.O. TOWER SITE WORK GENERAL NOTES ELEV. 200'-0" 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER U71UTIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FUTURE T-MOBILE FALL I PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) ANTENNA TRENCHING & EXCAVATION. EX. T-MOBILE ANTENNA TYP 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS , . NEW T-MOBILE UMTS AND PROJECT SPECIFICATIONS. ANTENNA, TYP. C ANTENNAS L . . ELEV 150'-0" 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES . AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 7. THE SUBCONTRACTOR SHALT. PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO EX. PANEL ANTENNAS, FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. TYP. BY OTHERS 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED i Cy 3 IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE UO APPLICATION. (D > 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR -0 DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABALIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. EXC. DISH ANTENNA. O 0 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING < SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF M REQUIRED U (o DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE 6u . C7 LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL ~ c r `n CONSTRUCTION NOTES rt) 1. FIELD VERIFICATION: SUBCONTRACTOR SHALL FIELD VERIFY " SCOPE OF WORK, NEW ANTENNA - PLATFORM LOCATION AND ANTENNAS TO BE INSTALLED. 2. COORDINATION OF WORK: SUBCONTRACTOR SHOULD EX. EQUIPMENT COORDINATE RF WORK AND PROCEDURES SHELTER BY OTHERS WITH CONTRACTOR. (BEYOND) EX. EQUIPMENT SHELTER BY OTHERS (BEYOND) 3. CABLE LADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, EX. T-MOBILE EQUIPMENT CABINETS F EX. EQUIPMENT CABINETS ON A CONCRETE SLAB BY OTHERS CABLE TRAY, AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. ON A CONCRETE SLAB EX CHAIN LINK FENCE 4. GRAVEL IN AREAS OF POUND THAT ARE E W/ BARBED WIRE D ISTURBED DURING CO NSTRUCTION SHALL BE REPLACED TO ORIGINAL CONDITION BY SUBCONTRACTOR. { 4 I 5. ALL WORK TO BE PERFORMED BY THE SUBCONTRACTOR EX. GRADE UNLESS OTHERWISE NOTED. EAST ELEMATION ELEV. 0'-0" . Y, r 5' 0 10' OIiAI 20' } W. SCALE: 3/32'-,'-O' Tal • •Mobile• E PARSONS TELECOM AW TOWER DNO1118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 JT ISSUE DATE: 10/16/07 FOR: CONSTRUCTION Qi 08/31/07 PRELIM. CONST KR ® 10/16/07 CONSTRUCTION KS Zuma Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KR I KS I KS REG/S O'•F~~"~ iA~~~~,s9cr' Q-'r\0 ~•O w e 34610 ELEVATIONS & NOTES SCALES SET FOR A 24'06" V SIZE SHEET A2 OJECT INFORMATION: AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 URRENT ISSUE DATE: 10/16/07 Table 17. Required minimum clearances Property Value Front space 600 mm (23.6 in, front maintenance space) Back space 50 mm (2.0 in, intake air space) 200 mm (79 in, to remove back cover and change fan) Top space 30 mm (1.2 in.) Space on both sides 75 mm (3.0 in, with front covers) Space on both sides (if two base stations 100 mm (3.9 in.) are installed side by side on floor or wall) min 40 mm _ (1.6 In.) no back access min 600 mm ( 23.6 n.) min 75 mm in OM 038151 NO1~4 fl F.XI STAGGED , N.T.S APPROVED Subject to Field Inspections 9 Wheat Ridge Building Dept. el~I.Wi Signed Checker t t: • a mMobile v- M4 PA S TELECO CONSTRUCTION .-n.TC. Qj 06/31/07 _ PREUM.VCONSr KR ® 10/16/07 CONSTRUCTION KS A OI AKIO ODOM- ,w Co nsuZltuarnnta s, Inc. 3911 W. C2I 5th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 ,DRAWN BY:-----CHK.:= KR KS KS 11CENSURE: 0 R£Gis ,~~~?NER,q~~., Y aa61 DETAILS GtES SET FOR A 24'x36' "W SIZE SHEET HEET NUMBER A3 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTNING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING PER IEEE 1100 AND 81 FOR NEW GROUND ELECTRODE SYSTEMS. IN ACCOMPLISHING THIS TASK THE CONTRACTOR SHALL MEGGER AT LEAST ONE GROUND STAKE/ELECTRODE TO INSURE THE FALL-OF POTENTIAL LEAST RESISTANT PATH TO GROUND IS 5 OHMS OR LESS. IN COMPLETING THE GROUNDING SYSTEM, THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES, AS NEEDED, TO INSURE A TEST RESULT OF 5 OHMS OR LESS. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5, EACH BTS CABINET FRAMF. SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #2 AWG STRANDED COPPER. ALL GROUND LEADS TO BE CONNECTED USING FLEX-TYPE 2-HOLE LUGS, TYPICAL. 6. EXOTHERMIC WELDS SHA'_L BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES (THEREBY CAUSING "GIRDLING" EFFECTS) THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13. GROUND BARS SHALL BE POLISHED USING BRASSO OR OTHER SUITABLE COPPER POLISH TO REMOVE CORROSION AND DISCOLORATION PRIOR TO CONNECTING LUGS TO THE BAR. COAT THE BAR LIGHTLY WITH NO-OX NON-OXIDIZING COMPOUND OR EQUAL. REMOVE EXCESS NO-OX. 14. ALL GROUND CONNECTIONS SHALL EMPLOY 2-HOLE FLEX LUGS. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 4. ALL POWER AND COMMUNICATIONS CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM B INCH CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 5. CABLES SHALL NOT BE ROUTED THROUGH CABLE LADDER RUNGS, BUT SHALL BE ROUTED OVER THE SIDE. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA: RED INDICATING POSITIVE POLARITY; BLUE INDICATING NEGATIVE POLARITY. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). "DO NOT DISCONNECT" TAGS SHALL BE APPLIED TO ALL POWER CONNECTIONS FOR NETWORK EQUIPMENT. 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#2 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-#2 AWG GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WE;' AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTi-CONDUCTOR, TYPE TO CABLE (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, 2-HOLE LUGS. COMPRESSION-TYPE LUGS AND WIRENUTS ARE NOT PERMITTED. LUGS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (99C IF AVAILABLE). TT I R A N~B~~p + 1pTVeM I A GCE em f t R Q E ~D1If III"E .1 o 1 ll'tDFI 1. RF NSS DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION OR REPLACEMENTS. 2. SEE DETAILS SH E03 FOR ADDITIONAL RF COAXIAL NSS REQUIREMENTS. 3, AC NSS DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR REPLACEMENTS 4. THE AC TVSS SHALL BE COMMON MODE TYPE, MINIMUM RATED 120kA SURGE CURRENT, AND HAVE MONITORING LIGHTS WITH FORM C ALARM CONTACTS. THE AC NSS SHALL BE INNOVATIVE TECHNOLOGIES PTX160 OR OWNER APPROVED EQUAL. THE NSS SHALL BE CONNECTED TO THE AC SYSTEM THROUGH A CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR DIRECTLY ADJACENT. 5. Ti NSS DEVICES SHALL BE INSTALLED IN ALL NEW Tl INSTALLATIONS (AC DATA MODEL # TJ1010B) OR EQUIVALENT. 6. THE SUBCONTRACTOR SHALL INSPECT THE EXISTING TELCO SYSTEM FOR NSS PRESENCE AND REPORT FINDINGS TO CONTRACTOR. 7. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) ARTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE. 14. RACEWAY AND CABLE LADDER SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 19. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 22. WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. .PFR0VED Subject to Field inspections Wheat Ridge Building Dept. Slf3ne !'..,......Plan Checker T . •Mobiles. Eld PARSONS TELECOM AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 ISSUE DATE: 10/16/07 CONSTRUCTION 0 8/30/07 PRELIM. CONST S6 ® 10/16/07 CONSTRUCTION SIB Q Q CI Zuma Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 S8P ADP CENSURE: SHEET TITLE: } ELECTRICAL NOTES & SPECIFICATIONS SCALES SET FOR A 24*y3e' b' SIZE SHEET E1 GATE FENCE POST F INSPECTION HAND INSPECTION HAND HOLE HOLE COVER, FLAT STEEL 5/8"X10" EX. T-MOBILE PANEL ANTENNA, TYP. MECHANICAL GROUND CONNECTION (PIPE CLAMP) IPC #184 FLEXIBLE STRAP-J WELD TO FENCE POST (IF SUITABLE) TYPICAL Fmm QATE 1 MM MAL E2 CONCRETE OR PVC J CABLE TO ROD CADWELD W N FUTURE T-MOBILE PANEL ANTENNA NEW T-MOBILE UMTS ANTENNA, TYP. RING GROUND--1 - a - EX. SELF SUPPORT TOWER CLEAN SAND FILL --GROUND ROD NOTE: INSPECTION HAND HOLE MAY BE CONCRETE OR PVC AND SHALL BE A MINIMUM OF 8" IN WIDTH/DIAMETER GRAYAR T416B IN FENCE FABRIC T >IVp 4 FENCE POST #2 AWG TWINED SOLID E~ BARE COPPER WIRE EXOTHERMICALLY WELDED TO EXTERIOR GROUND RING FINISHED GRADE V-E-6- MAX. APP TROVE #2 AWG TINNED SOLID-j Subject to Field Inspections ORGROOUNDERING E GROUND ROD 5/8" x Wheat Ridge BUiid]ng Dept, t 10' LONG TYPICAL f aRr0m 2 ate Z :.G. WTAL E2 signed .............Plan Checker EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT). PARALLEL, NO (90')-WELDS ALLOWED. EXTERIOR GROUND RING, #2 AWG SOLID, BARE, TINNED COPPER GROUNDING NO SLAG OR CONDUCTOR -----1 DEFORMITIES ALLOWED NOTE: MINIMUM BENDING ENO "T" (90') RADIUS 1'-0", WELDS ACCEPTED. TYPICAL JUMPER, #2 AWG SOLID, BARE, TINNED COPPER GROUNDING CONDUCTOR TYPICAL. QROMDW C01~-CT10 3 ~ E2 TO BURIED GROUND RING TO EQUIPMENT GROUND CONCRETE f. 1; ORIENT SLEEVE TO ACHIEVE y + ' 3 f SMOOTH BEND RADIUS FOR GROUND WIRE 2" PVC SCHEDULE 40 SLEEVE #2 AWG COPPER WIRE SOLID allE-VE D AI IF REQUIRED TO ROUTE GROUND WIRE THROUGH SLAB (REQUIRED FOR LARGER CONCRETE SLAB) EQUIPMENT ON SLAB ON GRAD FOR ORIENTATION SEE PLAN E2 NEW NOKIA FLEX] EQUIPMENT STACKED W/ PLINTH ON EX. SLAB CONNECTION TO CABINET BY OEM (TYP.) #2 AWG STR Cu, THWN GREEN INSULATED TO EQUIPMENT (TYP.) NOTE: NOTES: GROUND NEW ANTENNAS TO EXISTING GROUND BARS. 1. ALL GROUNDING IS EXISTING EXCEPT AS SHOWN. 2. ONE SEPARATE GROUND LEAD SHALL BE INSTALLED FOR EACH CABINET. THE GROUND LEADS SHALL BE ABLE TO EXTEND A MINIMUM OF 10'-0" ABOVE GRADE AND SHALL BE COILED AND READY FOR CONNECTION TO THE INTERNAL EQUIPMENT GROUND BAR. EACH GROUND LEAD SHALL BE EXOTHERMICALLY CONNECTED TO UNDERGROUND GROUNDING WIRE. 3. REFER TO DETAIL SH E3 FOR GROUND ROD DETAILS. ■ r oMobile P. EA PARSONS TELECOM TOWER A DN01 T&T 1 18A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 ff ISSUE DATE: 10/16/07 FOR: CONSTRl.1CTI0N Q 8/30/07 PRELIM. CONST SB ® 10/16/07 CONSTRUCTION S8 L-3 A L~ A .1 Zuma Ci Consuitants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 SB GROUNDING PLAN AND DETAILS SCAIES SET FOR A 24'x36' 'D' SIZE %M E2 AlPffROVED Subject to Field Inspections Wheat Ridge Building Dept. I ate,../ MAIN coax FEEDER CONNECTIONS MAY BE CABLE (TYP.) HARDWIRED AND/OR T1 SURGE SUPP SSER AC 24" COAX ICE BRIDGE ? Signed ...x... , #2 AWG SOLID PLUG CONNECTED VIAt3~1 T iD106 BARE COPPER - RJ-45C JACK (NON (NOTE 1) OR EO IVALENT - WIRE (TYP) - KEYED) _ CADWELD CADWELD - (TYP.) SHIELDED 1/2" COAX #2 AWG SOLID O O+ GROUND CATS JUMPER CABLE BARE COPPER DRAINS WIRE (TYP) 0 0 CADWELD 1 RING GROUND RING GROUND 0 0 0 #2 AWG SOLID #2 AWG SOLID CAT 5E 4PR STP NOKIA FLEXI BARE COPPER BARE COPPER CABLE TO NIU 0 0 0 CAT 5E 4PR STP BTS SHELTER , WIRE WIRE i CABLE TO DSX/BTS IN OUT 2 AWG SOLID # BARE COPPER WIRE JACKBIN" RJ-48C JACK "OUT" #6 AWG CABLE TO GROUND STUD (TYP.) CABLE CADWELD VERTICAL POST VERTICAL POST GROUND CONNECTED NOT CONNECTED #6 AWG STRANDED COPPER THHN BAR TO RING TO RING NOTES: GREEN INSULATED WIRE (NOTE 2 & CO CRETE 7 3) PA -ICE BRIDGE 1. MOUNT T1-NSS UNIT ON EQUIPMENT FRAME HOUSING THE PPC PANEL. USE SUPPORT APPROPRIATE STAINLESS STEEL BOLTS WITH FLAT WASHERS AND A LOCK WASHER ON NOT : THE NUT SIDE. THE NSS MAY BE LOCATED ON THE TELCO BACKBOARD. REFER TO POST 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND MANUFACTURER'S INSTRUCTIONS. AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED 2. ATTACH RING TERMINAL FROM SUPPLIED GROUND CONDUCTOR TO TVSS GROUND STUD #2 AWG SOLID TINNED - TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. BARE COPPER WIRE SECURELY FASTEN WITH SUPPLIED WASHER AND NUT. REFER TO MANUFACTURER'S (TO GROUND RING) - 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. INSTRUCTIONS. FOR PROPER PERFORMANCE, THE GROUND CONDUCTOR LENGTH SHOULD 3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO BE LIMITED WITH NO SHARP BENDS ON COILS. ANNA ABLE EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING 3. WHEN TVSS IS MOUNTED ON EQUIPMENT FRAME, BOND THE GROUND CONDUCTOR, TO V\.f NVI^~1~R1 2 THE EQUIPMENT FRAME GROUND. ENSURE PROPER GROUNDING SURFACES. WHEN TVSS I5 V MOUNTED ON THE TELCO BACK BOARD, BOND THE GROUND CONDUCTOR TO THE TELC ELCO ~T 'O E~ (BOARD) GROUND BAR OR NEAREST GROUND BAR. 1 3 E3 ~ 90M &FIFIFEWO E3 GRADE #2 AWG STRANDED COPPER ANTENNA CABLE d 12' TO 24" WIRE WITH GREEN, 60OV, THWN INSULATION F ' z EXOTHERMIC WEATHERPROOFING KIT w WELD (SEE NOTE 3) - GROUND BAR ON CABLE GROUND KIT WALL, OR TOWER #2 AWG STRANDED COPPER WIRE WITH GREEN, 60OV, THWN INSULATION (GROUNDED RING GROUND TO ID-- BAR NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO. REQ. PART NO. DESCRIPTION of 1 003056 J%4"x20" GND. BAR 02 2 A-6056 WALL MTG. BRKT. (2 2 3061-4 INSULATORS O 4 3012-1 5/8"-11x1" H.H.C.S. 4 3015-8 5/8 LOCKWASHER EACH GROUND CONDUCTOR TERMINATING ON ANY ROUND BAR SLALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH ND THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION SECTION "P" - SURGE PRODUCERS CABLE ENTRY PORTS (HATCH PLATES) (#2) GENERATOR FRAMEWORK (IF AVAILABLE) (#2) TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) +24V POWER SUPPLY RETURN BAR (#2) -48V POWER SUPPLY RETURN BAR (#2) (SEE NOTE 1 & 2) - " - #2 AWG BARE RECTIFIER FRAMES. COPP ER WIRE SECTION "A" - SURGE ABSORBERS NOTE: 1. DO NOT INSTALL CABLE GROUND KIT AT A , Goo 0 F~p BEND AND ALWAYS DIRECT GROUND WIRE SOLID, TINNED DOWN TOWARD GROUND RING. INTERIOR GROUND RING (#2) GROUND ROD EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) 2. GROUNDING KIT SHALL BE TYPE AND PARTTWO HOLE LUG, TO BE COPPER CLAD U-BOLT PROVIDED METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) NUMBER AS SUPPLIED OR RECOMMENDED USED WITH #2 AWG STEEL ROD FOR COAX SUPPORT BUILDING STEEL (IF AVAILABLE) (#2) BY CABLE MANUFACTURER. SOLID BARE TINNED W/MIN. 5/B"m DUCT MOUNTING " COPPER GROUND x 10'-0" LONG 4 _IJ 3. WEATHER PROOFING SHALL BE (TYPE AND CONDUCTOR. EXOTHERMIC PART NUMBER AS SUPPLIED OR WELD TO BURIED GROUN 1 T11- RECOMMENDED DETAIL NOTES: 0 BY CABLE MANUFACTURER.) RING o N A , CABLE y~~A 1.24" MINIMUM BELOW GRADE Qi TWO-HOLE, LONG BARREL COMPRESSION LUG M./f11..i.~► ° WITH #2 AWG STRANDED COPPER CONDUCTOR OF GFKYJW M D e 2. GROUND ROD SHALL BE DRIVEN 1 AND GREEN THHN INSULATION TO GROUND BAR. W TO Ww TO OEM* OABLE DfYi VERTICALLY, NOT TO EXCEED ROUTE CONDUCTOR TO MASTER GROUND BAR 45 DEGREES FROM THE VERTICAL. AND CONNECT WITH TWO-HOLE LUG. 4 5 MaM RM 6 Q USE PERMANENT MARKER TO DRAW THE ONES E 3 E3 BETWEEN EACH SECTION AND LABEL EACH S E3 0 mMob ler. Ell PARSONS TELECOM MTN E3 SECTION ("P", "A", "N") WITH I" HIGH LETTERS. AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 n• ISSUE DATE: 10/16/07 FOR: CONSTRUCTION © 8/30/07 PRELIM. CONST SB ® 10/16/07 CONSTRUCTION SB A Q CI Zuma Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 SB i I LRP I ADP IEET TITLE GROUNDING DETAILS L SCALES SET FOR A 24"xW b' S2E 0Z,2T E3 aMobiler- Ell PAREDNE TELECOM AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 ISSUE DATE: 10/16/07 CONSTRUCTION Q 8/30/07 PRELIM. CONST SB ® 10/16/07 CONSTRUCTION SB 0 fI Zuma Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 SB { LRP I ADP GROUNDING DETAILS StMM SET FOR A 24.W V Siff SHEEP E4 NOTES: 1. LEAN CONCRETE, RED-COLORED TOP, MAY BE USED IN PLACE OF COMPACTED SAND. FINISHED GRADE, OR GROUND COVER MATCH SLOPE AND THICKNESS TRENCH OF FISTING CONDUITS FOR TELEPHONE, ELECTRICAL, & ANTENNA SHARING WHERE APPLICABLE * z M tT . UNDISTURBED SOIL I r- CAUTIONARY TAPE COMPACTED BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL COMPACTED SAND xi2?e. (SEE NOTE 2) COMPACTED SAND BED (SEE NOTE 2) 6" CLEAR , CONDUIT SIZE, TYPE, (TYP) QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH 6" (MIN) LOCAL UTIUTY COMPANY (TYP REQUIREMENTS DFIECT BUEM) CO~DtJIT 2 E4 XCEL ENERGY COMPANY I EXISTING TRANSFORMER (E) 3#3/0 CU IN 2' PVC (E) UTILITY METER (E) 3#3/0 CU IN 2" C (E) AUTOMATIC TRANSFER SWITCH- (E) 200A MAIN BREAKER (E) 'PPC' GENERATOR (E) 3#3/0 CU + 1-1/C f4 CU GND IN 2'C (E) "PPC' (E) GROUNDING 3#6 AWG CU + 1#8CU GND 3/4" C NEW PANEL 'SUB' NEMA 3R QUISTIM SSE l.hE ald►QRA~) E4 - 3#12 CU + 1#8 CU GND IN 1*C NEW NOKIA FLEIO EQUIPMENT (UMTS) IX. EQUIPMENT SHELTER BY OTHERS N NE EX. EX. EQUIPMENT CABINETS - ON A CONCRETE SLAB ------I STACKED W/ PUNTH ON IX. SLAB EX. T-MOBILE PANEL ANTENNA, TYP. FUTURE T-MOBILE PANEL ANTENNA NEW T-MOBILE UWTS ANTENNA, T(P. EX. SELF SUPPORT TOWER IX. T-MOBILE COAX TRAY IX. T-MOBILE EQUIPMENT CABINETS ON A CONCRETE SLAB APPROVED 5ubleCtto rlela IR15PULUUiia Wheat Ridge Building Dept. ate.•.~ f i 0igTled ...........Plan Checker SCAM. . mMobiler- EJCI PAREONE TELECOM Tom SITE /3 AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 ISSUE DATE: 10/16/07 CONSTRUCTION Q 8/30/07 PRELIM. CONST S8 ® 10/16/07 CONSTRUCTION SIB 0 0 Zurna CI Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 Denver, CO 80212 P:303-325-5606 F:303-325-5629 SIB I LRP I ADP i POWER / TELCO PLAN AND DETAILS SCALES SET FOR A 24'x36' V SIZE SHEET E5 NEW „ FOR TELCO H-f PAW MTAL NOTE 4 < 1 APPROVED E6 Subject to Field Inspections Wheat Ridae Building Dept. ate./~'2..USED 2 hoT E6 Signed..... . ..,.,.Plan Checker NEW PANEL ASUBA LOAD DESCRIPTION LOAD (kVA) BRKR SIZE CCT NO. PHASE A B CCT NO. BRKR SIZE LOAD (kVA) LOAD DESCRIPTION (E) BTS " 3.3 60/2 1 2 20/2' 1.8 UMTS BTS/DC RECT & BBU 3.3 3 4 1.8 SPARE 20/1 5 6 20/1 SPARE BTS #1 HEATER 0.3 10/1 7 8 10/1 BTS (FUTURE) HEATER SPARE 10/1 9 10 10/1 SPARE SPACE 11 12 SPACE SPACE 13 14 SPACE SPACE 15 16 SPACE SPACE 18 18 SPACE SPACE 19 20 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE LOAD SUB-TOTAL 6.9 LOAD TOTAL 10.5 KVA 3.6 LOAD SUB-TOTAL 60A MLO, 120/24OV, 10, 3W, 65,000 AIC TYPES OF LOADS (KVA) CONNECTED D.F. DEMAND CONNECTED 10.5 KVA NON-LINEAR 10.5 1.00 10.5 14 4 TOTAL 10.5 KVA 10.5 KVA DESIGN KVA , LOAD 43.8 AMPS 43.8 AMPS DEMAND 10.5 KVA DESIGN 60 AMPS SPARE ___3-9 KVA SPARE 16.2 AMPS ALARM ALARM A RM ALARM S DESCRIPTIONS DESCRIPTIONS INPUT SOUTPUT DOOR OPEN "Aw SPARE/FUTURE KKAW HIGH TEMP (omrs~ SPARE FUTURE SPARE/FUTURE SPARE/FUTURE SPARE/FUTURE ( SPARE/FUTURE 'IRE SUPPRESSION SYS./SMOKE( ranxt - aonn SPARE/FUTURE / ( SPARE/FUTURE ~ TEAT FIRE SUP. SYS. DEPLOYED COMMERCIAL POWER INARM SURGE ARRESTOR r-~ - ' (+24) RECT CRITICAL ( NOTES: mom- (+24) RECT MAJOR 1. MOUNT 66 BLOCK IN (24+) RECT MINOR TELCO BOX OR ON TELCO BACKBOARD. (-48)DC TO DC CONVERTER ( wu WMAW WIRE TO PROVIDE HIGH/LOW VOLTAGE (._._.p p, CONTINUITY WHEN DC POWER SPARE/FUTURE CIRCUIT IS NORMAL. M/W MAJOR ( J INSTALL BRIDGING M/W MINOR ( - ; 3. CLIPS (SIEMON TMA FAIL ( SA1-25 OR EQUIVALENT) AS SPARE/FUTURE ( - - REQUIRED. SPARE/FUTURE TURN BACK AND SPARE/FUTURE- J 4. STORE UNUSED - + - = CONDUCTORS. SPARE/FUTURE (rgAO r MUX TROUBLE (aaAm ;r SPARE/FUTURE aWU r - ( - MAIM SPARE/FUTURE ( an/Ax s, - T T (~c 7; L ~ NOTE 3 ELEVATION Hv6BEL PIN HPW66MI25 Dk3TFB.0AAYBAR PLAN 66 111-cac At.Rt9Vt A60 M E6 (E) PO WER PANE L TPCA LOAD DESCRIPTION LOAD (kVA) BRKR SIZE CCT NO. PHASE A B CCT NO. BRKR SIZE LOAD (kVA) LOAD DESCRIPTION (E) BTS 4.5 70/2 1 7 60/2 (E) TVSS UNIT 4.5 2 8 (E) EXT BTS 3.3 50/2 3 9 60/2 5.1 PANEL 'SUB' 3.3 4 10 5.4 (E) FAN 0.3 20/1 5 11 20/1 0.2 (E) GFCI (E) SPARE 10/1 6 12 20/1 1.5 (E) GEN HEAT AND CHARGER LOAD SUB-TOTAL 15.9 LOAD TOTAL 28.1 KVA 12.2 LOAD SUB-TOTAL 200A MC B, 120/24OV, 10, 3W, 65,000 AIC TYPES OF LOADS (KVA) CONNECTED D.F. DEMAND CONNECTED 28.1 KVA NON-LINEAR 28.1 1.00 28.1 DESIGN 48 KVA TOTAL 28.1 KVA 28.1 KVA 8 1 LOAD 117.1 AMPS 117.1 AMPS . KVA DEMAND 2 DESIGN 200 AMPS SPARE 19.9 KVA SPARE 82.9 AMPS • RELOCATE EXISTING BREAKER TO PANEL 'SUB' AND INSTALL NEW 60/2 BREAKER. NEW BREAKER TO MATCH EXISTING. VLK1f'T t%KtAKLt JILL RELOCATED BREAKER FROM PPC mMobile% Ex, PARSONS TELECOM AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 R ISSUE DATE: 10/16/07 FOR: CONSTRUCTION Q 8/30/07 PRELIM. CONST SB ® 10/16/07 CONSTRUCTION SIB W1 rnrr_- Uf Zuma Consultants, Inc. rClo-- 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 SB I LRP I ADP POWER / TELCO INSTALLATION DETAILS SCMES SET FOR A 24".W 'W SIZE SHEET E6 GPS ANTENNA (NOKIA SUPPLIED) I NI L J ,-1/2" COAX WEATHER PROOF KIT TO BE APPLIED AM ANTENNA INSTALL (G.C. SIPPLIED) c- I-T TOWER MOUNTED AS REQUIRED ITEMIZED GPS MATERIAL LIST ITEM No. No No. ITEM DESCRIPTION STOCK CODE QUANTITY SUPPLIED BY: CPS ANTENNAS O 1 (1) OWN ER ANTENNA MOUNT KIT C O TOP JUMPERS (2) CONTRACTOR O TOP JUMPERS N CONNECTORS (4) CONTRACTOR O SURGE ARRESTOR (1) NOKIA O BOTTOM JUMPERS (1) CONTRACTOR © BOTTOM JUMPERS N CONNECTORS (1) CONTRACTOR O 4-WAY SPUTTER (1) CONTRACTOR BOTTOM JUMPERS N FEMALE tJ t/ LUM CONNECTORS (1) CONTRACTOR WEATHERPROOF KITS (1) CONTRACTOR iD 1/2" COAX HANGERS (1) BOX CONTRACTOR 11 HATCHPLATE BOOT ASSEMBLIES GC 1Z COAX GROUND KITS (1) IF REQUIRED CONTRACTOR ANA cOV 4b*t to Field Inspections, `heat ridge Building Dept, Da ..46 Signed._..-,.. ............Plan Checker 1/2" SUPERFLEX-j NEW FEMALE GROUND BAR NOTES: UMTS/WCDMA FLEXI BTS E911 AND/OR BSS SYNC LMU PROVISIONING REQUIREMENTS (NOKIA AND/OR OEM SUPPLIERS) CURRENTLY NOT SUPPORTED -TBD/TBA NEW MALE II SPUTTER LAID ON 11) TOP OF SUPPORT it CABINET TRAY If II INSTALLED BY OTHERS II TO TRUE POSITION LMU SUPPLIED BY OEM CABINET JOINED TO CREATE INTERNAL CABLE TRAY SYSTEM GPS ANTENNA (PROVIDED BY OWNER INSTALLED BY CONTRACTOR) OUTLINE OF EQUIPMENT ANTENNA MOUNT _ SHELTER CONNECTOR SHROUD LTI EADED ROD FOR WATERPROOFING STANDARD METHODS DO E--- Ct_ STRUT NUT l''P LL ~H R NOT USE COLD SHRINK BUTTERFLY HANGER I II CONTRACTOR TO PROVIDE LOCK NUT GPS COAX CABLE ON EA. END OF 3/8" THREADED i ROD ONE TO 7/8" BUTTERFLY i AND ONE TO HILTI NUT CONTRACTOR TO PROVIDE LOCK WASHERS UNDER EACH LOCK NUT 7/8" BUTTERFLY HANGER NISI STEEL PIPE MAST RUT HILTI NO. MS-41 Y SECURED D rSECUR TO SHELTER R WALL WALL L HILTI GRIP STRUT NUT #6 AWG GROUND WIRE TO CADWELD ON POST OR LUG ON GROUND BAR Immmilm IW_~_ 1 E7 NOTES: 1. THE ANTENNA SHOULD BE LOCATED SO THAT IT HAS A CLEAR VIEW OF THE SKY IN ALL DIRECTIONS, FROM THE MASK ANGLE (10 DEGREES ABOVE THE HORIZON) TO VERTICALLY OVERHEAD. THE TOTAL OF OBSTRUCTIONS ABOVE THE MASK ANGLE MUST NOT OBSCURE MORE THAN 25% OF THE TOTAL FIELD OF VIEW OF THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 5 9/64" 4 17/32" 58536A GPS L1 1:4 DISTRIBUTION AMPLIFIER UNIT SMA PORT 1 PORT 2 OUT OUT a (N) PORT 3 PORT 4 OUT OUT M NOKIA GSM BTS TOP VIEW OF DC TOP VIEW OF NOKIA GSM BTS 1/2" BOOT POWER SITE SUPPORT (ENTRY BOOT G.C. CABINET SUPPLIED) 11 Amom CROSS CORNER --"_1 MOUNTING HOLES 1 31/32" ALL PORT ENTRIES 1 1/8" ARE N-FEMALE CONNECTIONS 9M CABLE DETAIL 2 E7 Tom . Mobiler. E 1 PARSONS TELECOM AT&T TOWER DN01118A 4830 VAN GORDEN WHEAT RIDGE, CO 80033 Tt ISSUE DATE: 10/16/07 FOR: CONSTRUCTION Q 8/30/07 PREUM. CONST SB ® 10/16/07 CONSTRUCTION S8 0 CI Zuma Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 SB I LRP I ADP GPS INSTALLATION DETAILS SCNM SET FOR A 24"x36* "0" SIZE %W E7 FROM : M.D.MILLER,P.E.,P.T.,LTD. PHONE N0. : 3035262706 Dec. 11 2002 10:00RM PS M.D.MILLER, P.E., p,T., Ltd. 29156 Summit Ranch Drive Golden, Colorado 80401 303-526-9207, Fax 303-526-2706 December 6, 2002 TOM ARBOGAST Nextel Communications 4643 South Ulster Street Denver, Colorado 80237 Re: Wheatridge, CO-34330 Mr. Arbogast: The installation of the new standard pipe braces supplied by Rohn Corporation and calculated by them for the change in loading to the tower at 4830 Van Gordon Street has been completed in essential compliance with the plans and speca.fications as submitted _ The installation is satisfactory. Very truly yours, Marvin D. Miller, P.E. Cc: Wheatridge Building Department w 12264 z ~ ~/ONA~~a P OF G~e,,00 ~~x DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14736 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 10/30/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: NEXTEL COMMUNICATIONS I THOMAS ARBOGAST Phone : 472-0217 Property Address : 4830 VAN GORDON ST Contractor License No. : 20536 Phone : 799-4994 Company : Spectrum Construction Contracting OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $12,000.00 I hereby certity that the setback distances proposed by this permit application are accurate, and Permit Fee : $209.25 do not violate applicable ordinances, rules or regulations of lhe City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee : $136.01 made are accurate; that I have read and agree lo abide by all conditions printed on this $144 00 application, and that I assume full responsibility for co pliance with the Wheat Ridge Building Use Tax : . Code (U.B.C.) and all other applicable Wheat id rdinances, for work under lhis permit. OWNER CONTRA T 7-D TOfel : $489.26 ( OR) SIGNED DATE C Use: Description : MOVE EXISTING ANTENNA'S AT 65' LEVEL TO 85' LEV EL, EXISTING STRUCTURAL MEMBERS FROM 80' TO 100' IEVEL TO BE REPLACED W/ NEW HEAVIER STRUCTURAL MEMEBERS. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MP Zoning : pID Approval: DM Approval : Occupancy : Walls OK. 10130/02. NO NEW CABINET OR FENCE. ONLY MOVING A PANEL ANTENNAE UP. 10/30/02. INSPECTION AND APPROVAL LETTER REQ'D FROM ENGINEER PRIOR TO FINAL INSP. REQUEST. Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval : (1) This pertnit was issuetl in accortlance with the provisions sel forth in yopur application and is subjecl to lhe laws of tha State of Colorado and lo the Zoning Regulations and Building Code ot Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the vrork authorized is not commenced within sixly (60) tlays from issue date or (B) ihe building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be arquired for a fee of one-half the amount normally required, provided no changes have been or will be made in lhe original plans and specifcations and any suspension or abandonmant has not excaeded one (1) yeac If changes are made or if suspension or abandonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural fiow of water causing a drainage problem. (5) Contrector shall notify the Builtling Inspector twenty-four (24) hours in advance for all inspedions and shall receive written approval on inspection card before p ung with successive phases of the job. (e i uance of a rmit or the approval af drawings and specifcations shall not be construed to be a parmit tor, nor an approval of, any violation o( the rov' o ildin9 codes or any other ordinance, law, rule or regulation. 0 Chief Buil g Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT aE WHE°J.~ BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE ~ m 7500 WEST 29TH AVENUE WHEAT ffiDGE, CO 80215 - (3~j03-235-285i5,j) ~~C OR A0~ 4`1PP~~~r.Pl 3 i?~FO~//' 4 V d~ Pxoperty Owner: A)~YLc.C C O r7 t`'= u/b1 Ciq-7-' Property Addiess: 'Vf~3 P 1l A)J ConRactor License No.: Company: V Yl O WNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby cer[ify that the setback distances proposed by this perxnit applicafion aze accurate, and do not violau applicable ordinances, mles or regula4ons of the City of Wheat Ridge or covenan[s, easements orrestricrions ofrecord; thatall measuremrnts shown, and allegations made aze acwnu; that I have read and agree to abide by all conditions pdnted on [his application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work unda this permit. (OWNER)(CONIRACTOR):SIGIVED ~ DESCRIPTION: M OL) L I-' X Building Permit Number: Date: Phone: ~fc:s,?- y7oS-aoZ.~7 Phone: Construction Value:$ 1 a./ a oa Permit Fee:$ Z0 l5 Plan Review Fee:$ - rf.r UseTax:$ 14U.bc- Total:$ ~4;el, a~ / / y ( / ~ (f ~.STja'6 A07~Df}S L.° G T 8~s~ .4 c- v$"'L t~,~A i57(c) S7n.uc74-YZ~aL u-cEhrBenJ' O /o o t.~" ~c L To ,8s f~ cpc.n-c 6 Faowa '7 ~ ~CcJ 1~~r9e>>~~i ~57n-vcYvn.qs, wt~r~p'chS BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONINGCOMMENTS: np(,J Cah~nGT ~'7'Cnc~. Approval:plG/N°)~/'114 Z a Mtlanfrnna~ Zoning: , ~ BUILDINGCOMM8NT5: Approval: to'%u~ to PUBLICWORKSCOMMENTSj~~~ ~ OCT Z 5 ZUUZ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expirarion Date: Expirarion Date: Expua6on Date: Approval Approval: Approval: (I) Thu pemit waz issued in acrordance wilh the provisions set forth in }rour applicatlon wd is subject to the laws of the State ofColorado and to Ne Zoning Regulafions and Building Codes of lNheat Ridge, Colorado or avy other applicable ordinances of 1he City. (p) This pemit shall expire S(A) the work authorizeA is vot commenced within sixty (60) days from iuue date or (B) the building authonzed is suspended or abandoned for a pertod of 120 days. (3) If ihis pemit expires, a new pemit may be acquired for a fre of one-half the amount nonhally required, provided no changes have been or wiR be made in the original plans and specificafions and aay suspension or abandovment has not exc<eded one (1) yeaz. If changes have bcen or if suspensiov or abandonment exceeds one (1) yeaz, full fres shall be paid for a new pemit (4) No work of any mauntt shall be done fhat will cLavge the natual flow of warer causiug a drainage problem. (5) Contractor shall notify the Buiidivg Inspecmr nventy-four (24) hours i¢ advance for ail inspectlons and shall receive written appmval on mspection card before proceeding with successive phases of the job. (6) The issuance of ermit or the approval of drawings and specificatlovs shall vot be conswed ro be a pemit for, uor an approval of, any violafion of the provisions of ild' des or avy olher ordinance, law, iule or rogulaROV. Chief Building 11 pector World Headquarlers 6718 W. Piank Rd. Peoria, IL 61604 USA Ph:309-697-4400 FAX:309-697-5612 "Industries, inc. PURCHASER: NEXTEL COMMUNICATIONS NAME OF PROJECT: 200 FI'. SELF SUPPORTING TOWER AT WHEATRIDGE COLORADO ROHN FII,E NUMBER: 20861JA I CERTIFY THAT THE ATTACHED STRESS ANALYSIS FOR THE REFERENCED TOWER WAS PREPARED UNDER MY SUPERVISION IN ACCORDANCE WTl'H THE LOADING CRITERIA SPECIFIED BY THE PURCHASER AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER iINDER THE LAWS OF THE STATE OF COLORADO. CERTIF DATE: World Headquarlers 6718 W. Plank Rtl. Peoria, IL 61604 USA Ph309-697-4400 FAX:309-697-5612 "Industries, lnc. ROHN PRODUCT REVIEW SUMMARY FORM Date: Product Review for: Product Assembly Drawing: ROHN File Number: Request Form Number: Review Criteria: Apri126, 2002 200 ft. Self Supporting Tower at Wheatridge, Colorado C850982 20861JA 94742 ANSUTLA/EIA-222-F-1996 85MPH Basic Wind Speed- Yx" Radial Ice L,oad REVIEW SUMMARY STATEMENTS TOWER 1) Some existing structura] members are overstressed. These members may be modified or replaced. Refer to the Reviewer's Comments for a detailed list of overstressed members, assumptions and recommendations. FOUNDATIONS. 2) Reactions exceed the reactions listed for the original foundation designs, however, the original foundation designs are adequate based on the original geotechnical design pazameters. Please also refer to the attached product review general notes on Form No. 892355R3. 1a,,,..cl w,. C-~.u Donald Wm. Gall, P.E. ROHN Engineering Department World Headquarters 6718 W. Plank Rd. Peoria, I L 61604 USA Ph:309-697-4400 FAX:309-697-5612 "IndustreMiies, Inc. ROHN File No: 20861JA REVIEWER'S COMMENTS Date: Reviewer: Donald Wm. Gall Checker: Habib Azouri L Assumptions In addition to t6e assumptions stated in the Product Review General Notes, (ROHN Form No. 892355), the following assumptions have been made and must be verified by others: 1. Product review assumes tower lines are distributed as follows. The lines feeding the antennas at the top of the tower and at the 100 ft. elevation are evenly distributed on (2) 19 hole waveguide ladders on tower faces one and two. The lines feeding the antennas at the 150 ft. elevation and at the 75 ft. elevation aze routed on (1) 15 hole waveguide ladder on tower face three. The ]ines feeding all other antennas are routed on (1) 15 hole vaveguide ladder on tower face one. 2. Product review assumes all mounts are provided by ROHN. 3. Product review assumes all antennas aze fed with 1-5/8" line per antenna. II. Overstressed Members and Modifications The diagonal tower braces in section MWH are overstressed by 3%. These braces can be replaced with new, heavier bracing to eliminate the overstressed conditions. III. Reaction Summarv Compression/Leg: Tension/I.eg: Total Shear: O.T.M. IV. Recommendations Orieinal Reactions 233.9 Kips 188.8 Kips 46.9 Kips 4890.0 Ft. Kips Apri123, 2001 New Reactions 250.4 Kips 193.1 Kips 533 Kips 5030.9 Ft. Kips Replace the diagonal braces in tower section MWH. World Headquarlers 6718 W. Plank Rd. Peoria, IL61604 USA Ph309-697-4400 FAX:309-697-5612 "Industries, Inc. PRODUCT REVIEW GENERAL NOTES 1. ROHN's Product Review Documents are the property of ROHN and must not be reproduced, modified or copied in whole or in part without our written permission. 2. The product has been assumed to be installed in accordance with the referenced drawing on the product Review Request Form unless otherwise noted. ROHN has assumed that the product has been properly maintained that no portions of the product have corroded or have been misused, overloaded, damaged or substituted with other members. No reduction in capacity has been considered to account for the effects of cyclic loading over the life of the product. ROHN has not inspected the product nor surveyed the loading currently supported by the product. Unless otherwise indicated in the reviewer's comments, the product review has been solely based on information listed or referenced on the Product Review Request Form. 3. Assumptions made by ROHN concerning antenna and appurtenance loading were based on ROHN's understanding of the information made available at the time of the review. Only the antennas and appurtenances listed or referenced on the Product Review Request Form were considered for the review unless otherwise indicated in the reviewer's comments. The results of the review are not intended or represented to be suitable for any other loading conditions. ROHN has not investigated the possible interferences between existing and proposed antennas, mounts, appurtenances, etc., unless othervvise indicated in the reviewer's comments. 4. ROHN has not reviewed the load carrying capability of existing or proposed mounts supplied by others, or of mounts not identified on the Product Review Request Form. ROHN also has not investigated members of the product for local stresses resulting from the attachment of such mounts. ROHN has assumed these items have been or will be investigated by others. 5. ROHN does not accept responsibility for the accuracy or completeness of the information supplied to ROHN or for the assumptions made for this review. ROHN assumes thorough feld investigations have or will be pertormed by others to verify all information and assumptions used for ROHN's review. 6. ROHN's review has been based on the wind and ice loading for the standard indicated on the Product Review Request Form. The review is limited to the load carrying capacity of the product for the wind and ice load indicated. The product has been assumed to be installed on level grade unless otherwise noted on the Product Review Request Form. ROHN has not reviewed the product for conformance to local, state, or federal requirements or for the requirements of the site concerning wind load, ice load, grounding, obstruction lighting requirements, obstruction marking, climbing or working facilities, etc. 7. Unless otherwise requested, product assembly drawings will not be upgraded to reflect proposed product modifications nor loadings considered for the review. 8. ROHN does not accept responsibility for informing insurance carriers, regulatory officials or other concerned parties of the results of this review or for the proposed alterations. The customer must accept all liability and responsibiity for the use and application of ROHN's review. The services of a Professional, Structural, or Geotechnical Engineer may be required. World Headquarters 6718 W. Plank Rd. Peoria, I L 61604 USA Ph:309-697-4400 FAX:309-697-5612 "IndustrMies, Inc. Product Review General Notes (Continued) 9. If proposed alterations to the product are implemented, it shall be the responsibility of others to maintain the stability of the product and to prevent overloading of any component. ROHN's review has not considered stresses due to erection since erection conditions were unknown. 10. ROHN does not accept responsibility for work performed on the product, for persons doing the work, or for the safety and adequacy of the procedures, equipment, temporary guying, scaffolding, or other word aids. ROHN has assumed that all work performed will be by competent and qualified personnel. 11. Materials for proposed alterations have been assumed to be manufactured or supplied by ROHN. Bolts, nuts, and palnuts for all replacement materials must be new. ROHN shall be held harmless of any liability when other materials are substituted. 12. ROHN foundation drawings and calculations have not been reviewed unless reactions exceed the reactions of the original product. Unless otherwise indicated, ROHN has assumed that foundations have been installed in accordance with ROHN's original foundation drawings that the original soil parameters provided and/or assumed were adequate based on the conditions encountered at the site. ROHN assumes these parameters were verified by geotechnical investigations at the time of installation. 13. Foundation review will not be pertormed by ROHN when foundation details have been provided by others. ROHN does not accept the responsibility of investigating the capacity of foundations designed by others to support the reactions of the original or proposed loading. 14. ROHN's product and/or foundation review has been performed utilizing ROHN's current review methods. ROHN does not accept responsibility to provide a new or revised report due to revisions of standards, codes or review methods. Retum lorm ro: ROHN. P.O. Box ZOW Peorla, IL 87868 USA FAX: 909-897-6812 REQUESTINO COMPANY ADDRESS / , ~07kwe-d/d/e~~ I.f ilG/'K d J G Request Form No.: 9 T-7 7Z- tc"k-f D CITY STATE L-,96 CONTACT ✓24~Zk TELEPHONE NO. 0-~ l1Z4AX NO. gg. ;01..` ziP ~`013 7 HEIQHTAC MODEL Sff~E/ 41he*l/~~~Pe, STATE G COUNTY INSTALLED PER DRAWINQ NO. c, ~S D Po 2 ROHN FILE NO. BUILDINQ CODE: 11- D ROOF MOUNTED - Lf Ff. ABOVE QROUfJD DESION LOADS: SPECIAL: WIND Bu/3' ICE ❑ EIA OPERATIONAL REQUIREMENTS (50 MPH B.W.S. - NO ICE) SPECIAL: N MOUNTINCi POINTS ,FOkREFERENCINQ A"NTEIVNA LOCATIONS, W/O SUPPORTS, LADDERS, LINES, ETC. ORIENTATION/AZIMUTH OF POINT ONE: e7 1 - 5 4 3 DECaREES NOTE: BOTH ORIENTATION AND ANTENNA AZIMUTHS MUST BE MEASURED FROM THE SAME REFERENCE. Hetumlorm M: ROHN. P.O. Box 2000 Peorla, IL 91858 USA FAX: 309497-6872 REQUESTINQ COMPANY ADDRESS t 'Y, . i O-!* ~KK(//!//e~• '1' ,lGK d .J ! O CITY Q~ew- STATE ('10 CONTACT TELEPHONE NO. 0? lJA4IU( ziP NO. HEIQHTClW MODEL ~4"USIT,Ey ~~~'~~'GC1}~ STATE COUNTY 1 INSTALLED PER DRAWINCa NO. LI ~~O Y~'J '2- RONN FILE NO. ''J(F %rT/T BUILDINO CODE: e--/ 4- 0 ROOF MOUNTED. fT. ABOVE QROUND DESIQN LOADS: WIND B/,vL ICE . l ~ ❑ EIA OPERATIONAL REQUIREMENTS (50 MPH B.W.S. - NO ICE) MOUNTINQ POINTS ,FO REFERENCINQ A*NT A LOCATIONS, W/Q SUPPORTS, LADDERS, LINES, ETC. N az I - 1 5 4 3 Request Fortn No.: 9 Ll-~ 4z- ORIENTATION/AZIMUTH OF POINT ONE: DEQREES NOTE: BOTH ORIENTATION AND ANTENNA AZIMUTHS MUST BE MEASURED FROM THE SAME REFERENCE. rta. i[. LUUL 1Z:71YM N0, 8838 P. 3 'rJ'A Tower Loading Wheat Ridge Nextal Ante=a Relooarion Octobar 22, 2001 Revised Jannary 29, 2002 (1'evisiona ita[icizern ,2.0 The last SMiet'=1 dotte for this site _was fos Cziclcc4. It waa Roha File Number 20861 JA (Dated hme S, 2001), Name of Rohn Project: "Vhcat Ttidge (DET1-056A), Jefferson COUZaty, CO, 200 FC. Se1,F Suppore[ng Towez,^ Reference Rolm Product Asaembly Drawing: C;850982. Here's the cumeat loading: AWS Cuxrlht; 200' (4) 41190n 7143.24 (I peyseoMr, .2 6EcYors), (4) Ball PCS-P1218•065d7 (2 persec[or, 2 s¢crors), tolal of (8) panel antaxnaz (8) 1•5/8" coax Mounting: PlatFotrm voice5tream CUrront; 150' (9) Come'W.RSI PCS5090-13-2; (9) 1-5/8" coex ✓ Mountuig: 15' 1eg mounting frame A'PVS Bufare: Aelem• see AWS Current and,Future loadrrig pt I p0' below, th/s inoluafes 4 Current AFG'S pane! anf.ennas, ahd 8 future panel antennap AWS Current arid .F'uture: 10 O ~(GJ Allgon 7143.24 (l per sector, 3 seclors), (6) Balt PCS VR18-06507 (2 per saetur, 3 sectors), tota! Of (Xl) panel ansenna,s (12) 1-5/8" ooex Mounti»g: 15' lag mounting fnmc . Cricket C4ttorit sod Fat.vlre: ?-,75' (2) RR•65-18-0ODP12; (4) RR 65-02DP; (6) 1-5/6" coax Ivxountiiag: leg mouxtted J n*ee.xeea caRenc: ~s (ia) ns874; (12) 1-518° coax I~ounting: 15' leg mountttag $ame Otherc" 59' (1)4'HPDasli(6GHz);(l)E'V✓63._ 45' (1)•2'* pish (6 Q8z); (1) EV✓63 ~ Noh: - -Cur,rent ltohn anatysis for Nexk] relocau shows Nexcel re]pcaxd entennas at 80'_ Nextel's dtawings show ielocatad antetuias at BS'. Cricket anremiac aYO at 751. At SO' Nexcel previdas no sepazation belween Nextcl & Gribket. Pleue reconcile. -(.lnzent Robz analysis indioates a N17'S MT216 mount at 165'. We me unaware of any insrdllations at 1651. 5/_N D111R-06/23/02 AOffi7 9ELF-89PM1ATING TONER ANALYSSS POR NE]LTEL PAGE NO. 1 TIME-09:26:13 Wtput ie NOT to ba rapzoducW without Rohn's Mrlttan consont.- FSLE NO. POB6IJA_____- HY: Di1G__ . . LEVEL - 4R4.3NT .vvn._mnnen nasxGN. p2ND PRS98VRE8, 71lID SHLPE FACTOAB CONP'OPM TO STATIDIWDB SET BY TIA/Li71-222_5-1996. A SAIEF DESCRIPTION OP THE DE8IQ7 PEQUTA6MENT8 POLL011g- L/_ZS-OZ 1. 200' 88VlSP 9TAE89 AN71LY9I8 2, DEBIQI WIDID 7.011D P&R ANSI/TIA/LIA-222-6-1996 3. 85 NPH HASIC NItID SPEED - 0.5" RAUTAL IC8 LOAD 9. IN9IDE COANL°A LADDEA W/RO@7 LOC 5. Thie data ia locatad0 8:\En4i'\W\dwq\20000-29999 INPUT YLATMLTERS ♦l111tRfi~~tY11~Yf / / EcP08VRE - C / YROT. ARG OF LADD6R. A00lID .000 94.PTIET FACE ~ 9 TONffit HESG9T : 200.0 F6ET ' IlfPOATANC& FACTOA = 1.000 PAOJ. AR1A OF L7IUDER, FLAT .641 SQ.PT/Fl FACE ~ 9 &ET SA88 &LEVATION - .0 H 00 !SH Y = 85 / RAGIIS IC8 =.50 SN . ONIPOAM MBIG9T OP LADDEA ~.010 RIPS/ET . y7ZND VELOCIT Gh = 1.114 / GLRTED FiIlIDLf1ADS ME CW'COI'ATED AT EACB SECTION MD-HLIGHT. &B 7RNbLOAD3 TAL+ LISTID H'RQl1 TOY TO 80TTOM : FAON 200.0 88ET TO 180.0 FE&T USE .0255 1C9F FAOtd 180.0 PaET TO 160.0 FE6T V8& .0247 1c8F pitOM 160.0 FE6T TO 160.0 SdBT USE .0238 RSF FRf1C 140.0 F88T TO 120.0 PLLT 9S& .0229 RSF p'ROM 120.0 FEET TO 100.0 F&&T USE .0218 RSF FRpM 100.0 F86T TO 80.0 P'8=T IIS8 .0206 R9F -r( pr( ~.~,~rp.p~ ,s ~rv~~~~~ FRW] 80.0 P&6T TO 60.0 FE&T USE .0192 KSF 0176 X9F 0 F6ET USE 40 4a~-> ~ r ~ . . gpppS 60.0 FEET TO pga.f 60.0 1SBT TO 20.0 F88T V88 .0155 RSF FROlf 20.0 FELT TO .0 FB&T 08& .0155 R9F NL 1PZTID YREBSVAS9 OAVE 88'ET1 3tED VCED TO 758 OF ORIGINAL PItE930R83 <t«<t NOTE : DEAD LOAD PROJ. AAEA OF 11PPURTElAHCES DE11D 7QAD SPF.PRO7. ANT EFF ASSVDffJ] ANTgtiNA . . fVIND AREA OF ANT OJ (S4.FT./FT.) OF APPUA. 11REA*tQ.A. TORQUE ELSVATION . . PRESSUA& PA (AIPB/FT) (S4.ET-Pl) (PT-R) (PEET) (A/84-FT) (94.PT.) (1CIP8) ROVPIDS !'ACE PLATS PACS DESCRIPTION OF 7AADS 5 / 199 0258 2.40 / .20 . 171 1 ~ .000 0 .002 1 .00 .00 . BEACON . ~ 3.30 / . 00 0258 87 252 1 .974 1 .037 88.00 i i 2.27 ~ 8-7163.24 s B-VR18-06507 199.0 . ~ . pAT7EL3 ON A 7NST PLLTFORN 199.0 / .0258 .00 .00 . 252 2 ~ .974 2 ~ .000 .00 .00 9-PC38090-13 ON 15'D1T.P'R. 150.0 ~ .0238 94.00 ~ 3.30 1 . 252 3 f 1.921 3 ~ .031 / .00 .00 6-7143.24 6 6-VR18-06507 100.0 ~ .0212 121.00 / 3.60 ( .000 0 1.125 1 .031 .00 .00 0 0 00 .00 0212 .000 0 1.125 2 ~ .000 .00 .00 . ~ YANEL9 ON A 15' M. M. - 10 . . 0 ~ 3.60 00 0202 121 .252 1~ 2.486 1~ .038 / .00 .00 12-D8874 ON A 15' M1. M. 85. / ~ . . 6-Ft'165-18-RXDP L8G NTD. - 75.0 ~ .0195 30.00 ~ .50 .000 0 1.125 3 .016 / .00 .00 00 ~ .50 0182 17 .000 0 .188 1 ~ .003 / 150.00 ~ 2.7< 1-4' HP D18B(0) 59.0 / . . 40 00 4 .000 0 .188 1 ~ .003 30.00 .51 1-2'HP DISB(0) 45.0 ~ . . .0169 ~ 1 DATC-04/23/02 R0ES 9CL8-9UPPORTING TRRA ANALY9I9 F(1R N67CTEL pAG$ NO. Z TIZ-09:26:13 Output ie NOT to ba reprodvcod rithout Rohn's writien consrnt.- PILE NO. 208 ' _ 61JA BY: ' _ _ _ _ " DNG _ _ L&VEL - 6R6.3NT " " _ ' _ WSpIDLpAD ON T01PER SECTIONS 11NID SO!lARY OF W&IGBTS •~+~r.e~f~~~iaawr~~+~+a~~w+aa~w~+e~++iawa~~~~aa~~ iw •~~aa~~a+• tf~Riwe~a♦ •at~o~f~~a ~e~rt~~e~♦ ♦++~:~Rfa• xR~i~weeww~• eRw~faaa~~ ♦~a~a~~w~♦ a~aaai~aa♦ +WL[AIIi 1• *CALUD47 2+ *COLU[M7 3* *COLONff7 RCOL@47 5* • COLVW 6* *COLSRR7 7* *COLVlRi B* *COLlIDQi 9* + TOWCA • *MIND ON • K7ItID ON • ♦ TOTAL * • p6IGHT • +NT. OF 8A.• a yqTly • *NT./SLC.+ * ACCVDf. + a + • BECTIOIi+ *CONCENTR. *1PItID M1R+ +OF NONS.+ +98CTION N/• + ACCUtd- • *OF TONER* * NEIGHT + *SECTION ~ • 6 VNIF.• 'EFF.PROJ* *6A. 19R1.+ *lOR EACB+ •ICE/NUWE.-* • ULATED R • ST6LL * *OF TOWER* ♦ • ♦ ApppAT.* • AREAB * a SECTION* R 9ECTIONi *I6 PRE9SN'f* i3&C.1Pt3.• * ONLY * • ST6EL * t NWffi$R + + (SIPS) t • (RIP9) • * (KIPB) ~ * (EIPB) i * (RIP9) • ~ (EIY8) • * (1CSP8) * * (1¢P9) * •:~~~a~~~• ♦~~a~a~xik ~+~ak:i~~;♦ +~ff~~~~te xw~~eR~~~• +feew~~etix♦ ei~xka~~~♦ w~~~~~w~~♦ ~Wtw~~e~e♦ 7NST-1 +*N 2.887 2.308 5.195 6.44 5.99 5.99 1.12 ( .51) 1.12 MIPB-1 2.838 .000 2.838 .98 3.32 9.31 1.89 3.01 lD/C-1 3.279 2.239 5.512 4.59 7.11 16.42 1.99 5.00 MMD-1 3.757 .000 3.757 1.60 4.61 21.04 2.37 7.37 lS4E-1 3.804 2.566 6.371 5.20 8.83 29.87 2.99 10.37 MaF-1 6.477 2.650 6.927 6.01 10.22 40.09 3.46 13.83 MfIG-1 R.. 5.633 .586 6.219 3.72 8.94 49.02 4.36 18.18 [O7B-1 5.466 .378 5.846 4.27 9.90 58.92 4.67 22.85 D9IJ-1 5.255 .000 5.255 3.42 10.57 69.49 6.01 28.86 lH7R-1 5.918 .000 5.618 3.62 10.26 79.75 5.91 34.77 qpTAy INCpgABED T04i&R W&IGHT, IN ADDITION TO TM 3TTTIDARD TOWEA SECTIONS a .51 EIP9 *~++a SECTIOH STATVB INDIGTORS *ia« 6'tlR ERAMPLB, 7NST-1 •+Ri I ItIDIGTOR9 11AE: .(P&'RIOD) M!MKBER Ndl HEEF6D ..HORIZONTAL BRACS RIDIGTOR I •(A9T&AISE) tIDER SSEFID I I^. ..DIAGONAL BRACE INDIGTOR I !(BRCLAMATION) - NO tOIDER LAAGE EN0VGH I... ..LSG ILIDIGTOR I 1(QDSSTION) m=NCORRECf DATA I N_'_"___" m NOT AYPLICABLE J DATi-06/23/02 R0HN SSLF-SVPPOATING TOMER ANALYS19 POR NERTEL PAGe NO. 3 TDffi-09:26:13 Wtput ia NOT to ba zeproducod Mithout RoM's nxittan oensani.- eILE NO. 20861JA BY: DSiG L&ViL - 4R4.3NT S8EAR9, OVEAIRANING !eJl1LNT9 TLID L6G DATA atWSwsaw~xWak:i~ste~oer~++R:~+e~~r~+~~~+• •wRR~~~~a~~ •a~ta~isit• wRw~+.wR~~~• ♦~w~x~~ra~+ •x~~~~:ttt♦ •~iiia~ie+• •~e~W~aix~♦ •~~wwaa~a~• ~t~~~~~~ta♦ •COLqDIIi 10* +COL@97 11* iCOLVMl7 123 *COLURQi 13* *COLOlffI 14• iCOLVlII4 15• *COLUA47 16• *COLVlmi 17+ *COLVDff1 18* f{1fY~liift iitflllli(1♦ i1kR#/t~i~f ftl~f~tt~f♦ flflffflflf i11h!#11r11(f ♦~tkRk#11Vi ~111~'h~~fif• tfflfl4lttl • y.pWEg • • DIBT_ w ♦ APPROR. * * TOTAL * • TOTAL • • Nmmm • a mxmiJiq ♦ • pAxIMUM • • qpWER ♦ f a ♦ ANCL / + CENTER- e f ACCUM. * * OVER- * • Tffi73ION * ♦ COMP. ~ *11LLOWAHLS* • L6G • * BECTION r ~ pEL017 ♦ + CENTEA • • 3HE11R ONa ♦ TUANING + W POA ONE • * FOR ON& • • L&G * *DII-M[i3I0N3 R ♦ • TOP + • OF LEGS • • qqMR i ♦ M(k,,T8 • + LEG • + LCG + *CAPACITY : • • * NUlOER • • (FT.) * • (PT.) • * (RIPS) • *(ET-EIP9)• * (RIPS) • • (RIPS) ~ ~ (RIYS) ♦ •(SNCHES) • •a~~~traWa~ W~~ia+~+w~♦ •~a~~rR~a~• +~a~~~~i~ta aa~aaaiaWaa ~~~~~aw~~~♦ •f~~x~a~~a♦ ~t~t~~~:~~e sWa~aete+a♦ 7N8T-1 •*N 20.0 6.63 5.19 72.28 10.90 15.20[ .193 78.03 YIYE3.091D MPB-1 40.0 8.63 8.03 204.55 24.89 31.76[ .281 113.57 PIPa3.5E.H lb7C-1 60.0 10.62 13.55 418.67 41.11 53.13[ .471 113.57 PIPS3.5E.H M10-1 80.0 12.66 17.30 727.14 60.90 76.53[ .541 142.37 PIPB4.0E.H tAPE-1 R„ 100.0 15.05 23.67 1111.22 77.45 99.50[ .551 181.57 PIPES.OE.H l4VF-1 120.0 17.55 30.60 1638.49 97.39 127.06[ .597 215.58 PIPE6.0883 !MG-1 140.0 20.05 36.82 2315.59 121.04 157.7<1 .597 268.66 e2P86.0B.e lM9-1 160.0 22.63 42.66 3112.60 144.33 188.75[ .701 268.66 PIYS6.OE.6 fSiJ-1 180.0 25.21 47.92 4018.38 167.19 219.80[ .651 335.87 PIPEB.OEH9 MNK-1 200.0 27.80 53.33 5030.89 'MMs 250.<21 .757 335.87 PIPEB.0eHS !9 3.1' NOTL T9E ALL(XQBLS C/3ACITI&3 ON TBIS ANALYSI9 INCLUDL A 33.3 PERC@iT INCA&ASS. NOTE I 1 9HOWS LOAD/GPACSTY A71TI0. REACTIONS FOR PVVlIDATION D83IGN ♦~~~t~~~~fi~~iat~iri~t~i~iti~iia CQMPRESSION/L6G 250.42 RIPS T&NSION/LEG i9jjr 8060ft AIPS SBEAR/LEG 35.56 RIPS TOTAI. S8ET13 53.33 AIPS oV&RTUaNING bsomENT 5030.89 FT-&IP9 ANCHOA BOLTS A. . eK. ~ 1 ~ DATB-06/23/02 AORN SELF-9VPPORTING TONGR ANALY818 FOR NEXTEL PAG6 NO. C TIME-09:26:13 Ouiput 1e NOT Go 1» roproduaed without RoLa'e rritten eoneent.- FILS M. 20861JA SY: UWG LEV6L - 4R4.3NT HAACING LOADB, SIZ69 AND HOLTS k~1tIlil~fifkfikit4k4Rl1f111~M1R• il1R~l4iffi♦ f~itfififff ftflitll~l~Ii# fifiilrfiif• fil4i41#lttf ♦~4~fflfRf♦ etf41f1lf1f♦ fiiil~~tllt♦ ♦1~~M1rl~i1♦ *COLLRIIi 19• 3COLOFff1 20+ *COLOD4i 21+ *COLVlffI 22* •CAL1E7l1 23* +COLVtBI 24* *COLUlIIi 25 • iCOLOMN 26• *COLOMIId 27+ •f111if~1#hf •/IRRf111tIi• iiiikiitYi~ ♦tR111l~t11 R~R#Itle4if#i ~ ~iftf11f1f fRtilfl11t1e• }i~lRikkflY ii{ikiflkff + TOIVER + • HORI2. HORI2. • +R&MAINING* *MAS.ARIAL+ tAXIAL LD.• tANGLE/PIPB* * a aNO.i 9IEE* t * • C01B. OF* • COA1Y. • + 99E71R TO* +'7AAD FOR + + COLLINN R RI90L2D RD.* * HRACE ♦ • OF BRACE* • S&CTION * • 9lffz11R IN+ • OF LSG * * H& TA,,,* * TOiIER * +CAYACITY * 'BAR/ HMC6- • COffii6CT.+ W BOLT9 * a • a pNg FACE+ * IAAD • *SY BRACSB• • BAACING * eOF BRACE9• * DIDtEt78I@1* + CAPACITY* *REQVIRED t a NLINSyR • • (KIP8) ~ * (RIPS) * • (iCIYS) • • (KIP3) ' • (RIY8) + * (INCH68) • • (uP9) • *PGR CONN.• aiti3a+ef~• •~eef~w~+w+ •~~ii~at+~♦ ~tta~~ff~f♦ ♦f*t~a~iia~ • t~+:s~~+~♦ •~~~~a~~ffi♦ a~fxar~if~~ :3t+ii~iaa• 7NST-1 ++N 3.859 .000 3.859 2.197 32] 8. 078 L1.75R3/16 OD 6.80 1-5/BIN.DIA(+) .250 M. CLSP DSPe-1 5.659 1.579 4.080 3.784 19] 19. 707 PIYS2.09TD ~D 27.39 3-5/BIN.DIA(+) .230 IN. QdD PLATE .250 IN. CLIP 2.060 11] 22. 227(H) PIPE1.59TD (8)OD 38.13(6) 2-5/8IN.DIA(+) .250 IN. ffi7D PLATE .250 IN. CLIP MQC-1 9.277 2.628 6.669 5.314 32] 16. 840 P2P&2.OSTD QMD 27.19 3-5/BIIi.UTA(+) .250 M. END PLATE .250 M. CLIP 3.325 18] 18. 107(H) PZP&1.58TD (H)Q9 18.13(H) 2-5/8IN.DIA(*) .250 IN. HiO PLAT& .250 IN. CLIP MWD-1 11.742 3.829 7.913 5.698 CO] 14. 333 PIPE2.0STD ~ 27.19 3-5/BIN.DIA(*) .250 IN. L[iD PLATE .250 IN. CLIP 3.957 22] 25. 587(9) PIPE2.OSTD (6)<bd> 18.13(H) 2-5/8IN.DIA(*) ' .250 IN. E!ID PLATE .250 IN. CLIP l6PE-1 15.956 5.538 10.418 8.727 531 16. 693 PIP82.591D ~ 27.19 3-5/81N.DIA(*) .250 M. E!ID PLATE .250 IN. CLIP 5.209 29] 21. 320(H) PSP82.0STD (H)QD 18.13(H) 2-5/8IN.DIA(+) .250 M. @]D PLAT& .250 IN. CLIP lEPF-1 20.549 7.781 12.768 9.689 67] 14. 467 YSPE2.5ST0 ~ 21.19 3-5/8IN.DIA(*) .250 IN. 6tID PLATB .250 IN. CLIP 6.384 61] 15. 520(H) PIPE2.08TD (H)~ 18.13(1) 2-5/8IN.DIA(+) .250 M. E!ID PLAT& .250 IN. CLIP 16/G-1 24.676 9.625 15.051 10.602 83] 12. 733 PIP82.5STD QD 27.19 3-5/BIN.DIA(~) .250 IN. END PLATE .250 IN. CLZY 7.526 62] 26. 373(9) PIPE2.59TD (H)~ 38.13(9) 2-5/8IN.DIA(*) . .250 IN. END YLATE .250 IN. CLIP M16-1 28.722 11.463 17.260 11.983 [1. 037 11. 120 PIea2.53TU mD 27.19 3-5/8IN.DIA(*) .250 IN. ffiiD PLATS .250 IN. CLIP 8.63U CB] 20. 307(9) PSPE2.5STD (9)~ 18.13(9) 2-5/8IN.DIA(+) .250 II7. END PLATE .250 IN. CLIP IMJ-1 32.197 -13.285 18.912 12.032 637 19. 067 PIPE3.OSTD QMD 27.19 3-5/8IN.DIA(*) .250 IN. END YLATE .250 IN. CLIP 9.456 59] 16. 320(9) Y24&2.53TC (H)QD 18.13(9) 2-5/8IN.DIA(+) . . .250 IN. SND PLATE .250 IN. CLIP tm]K-1 35.786 15.083 20.702 18.100 59] 30. 675 PIPE3.OSTD <M> 68.94 3-3/4IN.DIA(*) .375 IN. QiD PLATS .375 IN. CLIP 10.351 36] 28. 392(H) PIP&3.0STD (H)QD 32.63(H) 2-3/4IN.DIA(*) - .395 M. @iD P"TS .375 M. CLIP ««t NOTE TM ALLGM]18LE CAYACITSS9 ON TBIS LNALY9I9 INCLODB A 33.3 P&RCENT INCAEASE. «K< NOTE [ 1 SHOfP3 tR+R.LOAD/GYACITY RATIO. / IF THE SYMBOL--(*)--APP6ARS APTBR THE HOLT 9I2E, IT INDIGTES T9AT TH1&ADS M[7ST SE EXCLODED FAQA SHEAR PLANES. IF TH& SYMBOL--(9)--APPEAR9 A4TER THE LOADS AHOVE, IT INDICAT83 T9AT THE L011O8 AAE POR THE t91IN HORIZONTAL. IF TH& SYlIDOL--+--APP6AAB AI^fER THE CLIP 9IZS, IT SNOIGTES T6AT 7'RE HORIZONTAL SAACL CON1710LLED THE CLIP AND 80LT SISE. IF THE 9YDIDOL--(+)--APPLARS AFTER THE DIACANAL CAPACITY(COL. 24), IT INDIGTES THE HORIZONTIIL HMCS CAPACITY CANTAOLB TEZ DIAWNAL eRACE GPACSTY. THE LERTER APPEARING BEEVAE THE COtd7ECTION GPACITY IN COLVFIIi 26 ITIDIGTE9 THE CONTROLLING FACTOR. <H> = HPACI SOLT CONTROLS CONNECTION CAPACITY; <C> = HAAC& CLIP CONTROLS; ~ . gRACE CONTROL9. DAT6-06/23/02 R0HN 9SLF-SVPPORTING TONER ALALY838 FOR NEXTEL TIME-09:26:13 WtpuG ie NOT to be seproducod vithout AoM'e ~ittsn consant.- FILE NO. 20861JA ' _ _ _ _ _ _ _ _ _ LSVEL - 6R4.3NT '1SPIST Tl7D DEFLLCTION DLTL •i«~t~t+~+a++:+~ter4+a~e♦ it'k11i~Yfii/i♦ ik1#IRIII*f~ •1Rkitlfiiif •}fiiiRflkf #k4}}}t*RRi •COL9lff7 28+ ;COLVMN 29• +COLO[Q7 30+ +COLSR47 31* *COLUMN 32+ kil~~4iith# ♦!#il4irl~il f1#M11lI(*~• •1ii1111Y11 ~~~r~irrtlriJ x TOHµ ♦ • 79/I9T w x TOTAL • • DE4Z6C- • • TOTAL • ♦ • e H'OA E1~CH+ • ACCO[Q- • *TION FOR • ♦ 11CCUy- ♦ * SECTION • • TONER • ♦ py&TE, * *EA. TtlNER* • OLATBD ~ ♦ * 9ECTION * • TIQIBT + i SECTIIXi • • DEFL. ~ ♦ NUMgER + *(DEGAEE9)• *(D6GRGES)• *(D&GREBS)i +(DEGAEEB)+ lfifirlR}i{ fi~tlffifeli fi{4#lii~li ♦f#fliiitll •1t1#iflefki~ 7NBT-1 **N .016 .063 .029 .687 mqg_1 .019 .047 .040 .458 14KC-1 .010 .029 .059 .418 Mpp_1 .006 .019 .066 .358 mz-1 .003 .013 .052 .294 Mff-1 .002 .OSO .053 .242 MWG_1 .001 .008 .046 .189 MS19-1 .003 .006 .050 .143 19PJ-1 . .002 .003 .066 .093 bmx_1 •+i .002 .002 .048 .048 PAG6 NO. 5 HY: D11G . SA DATE-04/23/02 AO@1 8&LP-80YPOATING TON&R ANALY918 @OR NLRT6L PAGB NO. 1 TID@-09:26:21 WlpuG is NOT to ba raprodvced MilhouG RoM'm Krittan consant.- F2LE NO. 20861JA HY: DNG LEVEL - 4A6.3NT NOTI-TOfC6R D&SI@I, 1PIND PR6890RE8, AND 39AP6 FACTOAS CONPOAM TO ST71lIDAAD9 9ET SY TI11/8IA-222-F-1996. _ A BRZEF DEBCRIPTION OF T8E DBSIQ7 AEQQZPffiME[iT3 FOLLONS- i. zoo- ammr sxnass uunxsxs 2. DSSIGN SRND L011D PSR 11NSI/TIl1/EIA-222-5-1996 3. 85 !PH HASIC WINb SYESD - 0.5" NADIAL ICE IAAD 4. INSIDI COANER LADDER W/R0HM LOC 5. Thie dsta is locakod@ 2:\Lnqr\p\tlrry\20000-29999 INPtlT PARANETER$ ♦1f~fiRtfillfetflifef TOWER HEIGHT - 200.0 P'L&T E"09VRE 6 C PAOJ. AAEA OF LADDSR, ROUfID ..000 SQ.PT/FT FACE - 8 BA88 8LEVATION a .0 FEET II.IPORTANCB FACTOR 6 1. 000 PAOJ. AREA OF L1IDDER, FLAT =,271 SQ.PT/FT FACE - 9 iRlID VELOCITY = 85.00 D7PH RADIAL ICE = . 00 IN. ONIPOAM WBIGHT OF LADD&A =.007 SIPB/FT Gh - 1. 11< @9CN.nTED WINDLOADS ARC CALCULATED 11T EACH 9ECTION PIID-HEIG6T, 97IND7AAD8 ARE LI9TED @'AOM TOP TO HOTTOM : P'RfRd 200 .0 !'&&T TO 180. 0 FEET U9& .0340 A9F FRON 180 .0 FEET TO 160. 0 F'SBT Q9E .0329 R9F SRQ¢e 160 .0 !'i8T TO 140. 0 FEET 09E .0318 ItSF P'Raa I40 .0 FEET TO 120. 0 8&ST 08& .0305 R9P FAOM 120 .0 FEET TO 100. 0 FEET O8E .0291 R9F _..w~J T FT10M 500 .0 FEET TO 80. 0 FSET V8& .0279 3(9F ~ ~,~~S FRQQ 80 .0 F6ET TO 60. 0 FEET OS& .0255 R8F ~ - FAOM 60 .0 P86T TO 40. 0 FEET OS8 .0232 3G4F PRQd 40 .0 FEET TO 20. 0 8B6T VSE . 0206 1CSF " FROM 20 .0 P8&T TO . 0 FEET VSE . 0206 itSF ANTENNA NINO 8F@'. 11NT. DL11D IpAD PA OJ. AAEA OF APPORTENANCES 0&TD IAAiI 6FF.PAOJ. L39qlMD 8L&VATION PAE88UAE PRQT.AAEA OH ANT. (34.FT ./m.) OF APPVA. AAEA+M.A. TORQVC (FE T) (xIBQ-!T) (SQ.FT.) (uP3) (RSPS/Fr) (SQ.em-P2) (E'1'-R) DESCAIPTIIXi OF 7A11D3 AOUlIDS FLC6 PLATS FACE BEACON 199.5 .0344 2.40 .10 .OBB 1 .000 0 .001 .00 .00 6-71<3.24 64-VR18-06507 199.0 .0344 78.00 2.30 .672 1 .269 1 .017 79.00 2.72 PANEL3 ON A 7N8T PLATFOPDf 199.0 .0344 .00 .00 .672 2 .269 2 .000 .00 .00 9-PC99090-13 Of1 15'MT.FR. 150.0 .0318 72.00 2.20 1 .512 3 .307 3 .014 .00 .00 6-7143.26 L 6-VIY18-06507 100.0 .0283 96.00 . 2.40 1 .008 1 .000 0 .013 .00 .00 P11lIEL9 ON A 15• MT. FR. - 300.0 .0283 .00 .00 1 .008 2 .000 0 .000 .00 .00 12-DB876 ON A 13' MT. FR. 85.0 .0270 97.00 2.60 2 .016 1 .307 1 .017 .00 .00 6-RV65-18-R1mP LEG MTD. - 75.0 .0260 24.00 .30 1. 008 3 .000 0 .007 .00 .00 1-4' HP DI39(O) 59.0 .0243 17.00 .40 . 168 1 .000 0 .001 150.00 3.65 1-2'9P DISH(0) 45.0 .0225 4.00 .30 . 168 1 .000 0 .001 30.00 .68 OATE-04/23102 AO@7 88LF-SVPPORTING TON&R ANALYBIS FOR NERTEL PAGS NO. Z TIlM-09:26:21 Output ie NOT to kw zeproduoW rithout Rohn'e xritGn conaent.- BILS NO. 20861JA BY: D{PG L&V6L - 9R4.3NT pitipLOAD pN TGN&A BECTION9 ADID 8UMID91RY OF W6IGHT3 1f1t1fli11i~f1lfkl~i#i~11lit1ii~'~4kkikflRRR1tl1'Yk'k~~ ♦k#I(lYf1~# !'M1iki~lleR Yi1rh~Rff1~ 411e~f1h~fi tl~ifllii# ~fl4iiii'I11♦ ik#!14!llii •11l~1i#if fi11l1f~i~ •COL[R@7 1• •COLOMIId 2+ +COLUlff7 3+ +COLOMII7 +COLUMI 5* * COLOMff7 6• *COLVIR? 7* RCOLL7m 8• *COLUlM 9* + T097CR • *IiIND ON • rWIN, pp • + TOTAL + • NEIG9T • +NT. OF EA.+ * TOTAL • +NT./SBC.• * ACCfAf. + a • • 96CTION+ +CONCENTR. *9IIlID !'OR* *OF m)NE.+ *SECTION fi/♦ • ACCUl_ a *OF TW7ER* * WEIGHT * *BECTION • • i ONIF.+ *EFF.PRW* *EA. TNR.• *FOR SAC9+ •IC8/EDNE.-- • U1.RT6D * • 9TE8L • ROF TOW6A' r • + Appp(ZT.a a Aevag • a 88CTION* + 9@CTION+ +IF PRESIIiTi *88C.NT3.• + ONLY * • BTEEL * • NOtOEA ~ • (XIPS) (KIPS) • * (KIY9) * a (RIPS) ~ • (ICIPS) (uP3) • * (CIP3) * * (AIY9) • x~Rwatxt:♦ ♦~~aiawiW♦ •tist~~oes a+~~+w~~~• a~e+~~~~aa +~~~aaaat~i• •iaaa~a~~~ a~~~~~~ia• et~x~~~+ia 7NST **N 2.891 2.768 5.659 2.88 4.00 6.00 1.12 (.51) 1.12 t.II1B 2.797 .000 2.797 .50 2.39 6.39 1.89 3.01 mwc 3.139 2.286 5.425 2.8C 4.83 11.22 1.99 5.00 aaiD 3.593 .000 3.593 .78 3.15 14.38 2.37 7.37 KM 3.665 2.715 6.380 3.18 6.17 20.55 2.99 10.37 b4iF C.200 2.619 6.819 3.53 6.98 27.53 3.C6 13.83 I.biG 5.178 .625 5.800 1.79 6.1C 33.67 C.36 18.18 Mig 5.014 .504 5.518 2.2C 6.91 40.58 C.67 22.85 lIDIJ 6.865 .000 4.865 1.56 7.57 48.16 6.01 28.86 Daix 6.896 .000 4.896 1.56 7.67 55.62 5.91 34.77 Tp'pAL INQtEA9ED TOW@R 1PEIGHT, IN ADDITION TO THE ST11NIDAAD TOWER 88CPION3 = .51 RIYS •W*~~ S6CTION 9TAT[I9 INDIGTOR4 tM+'*• FOR L%TlPLBr 7N8T •+N I INDIGTOR9 ARE: .(P6RIW) ~!ffiMBSR NOT eSEFED ^...90RIZONTAL BAACE INDIGTOA I *(ASTERISS) I~ER 86EYLD I I~....DIAGONAL HAACE II'IDIGTOR I !(&RCLAMATION) ° NO MEMB&A YARGE BNOUGH ~.....LEG INDIGTOA 1 ?(QOE9TION) a INCORRECT DATA I p . NOT APPLSCABLE DATB-04/23/02 ROHN SELH'-9UPPORTING TONER 11NALY9I8 FOR NERTEL pAGE NO' 3 TIFE-09:26:21 Output is NOT to ba xeproduoed vithovt Rohn's vritian conseni.- FIL& NO. 20861JA SY_ DNG LEVLL - 4R4.3NT SHEAAS. OVERTURNING M34ENTS AND LEG DATA •ia~a~R~~a~~i++~~t+*++aaaaa~~i+i~~aa~~~f f~at+r~~~tw •~~~a~i~ef• t~xt+e::~x+ ♦x~~~~~RRx• ♦aaar~e~~~t• ataa~s+ttt• aie~a~~aa~f •~+f+te~~~+ ~~~a~W~~ea• *COLVlII7 10+ *COLOMI 11• *COL[R@] 12* iCOLOlR7 13* +COLO10 14• *COLW41 15* *COL9IBi 16* *COLUAII7 17+ *COLOAII! 18* •it~tf~i~re ♦+*~i+~f~t• ♦+w~e~a~w+• ~+~~~~x~~~~ •ii~~aa~wwa :~~~aaW~w~♦ •eR~+~~~RRa ~w~~a~wt;if a~etf~ft~+♦ + TOWER DIST- • • APPROR. • * TOTAL + * TOTAL + • MARIMIM * • t96yII.lptQ ♦ • mpximaM : x TGNER • • ♦ a ANCE i f CLNTSR- ♦ • ACCOM. • ♦ pyQ(- a a TEHSION • a C«.ffi. • *ALLOWABLEt • LEC+ * • 9ECTION + • BELOW * + CCNTER * • SHAR ON* • T01U7IHG • • FOR ONL a ♦ pqA pNE + * LEG + *DI!ffiNSION' a a r TpP * * OF LEGS * + TOW&A w • !%IMENT4 • + LEC + * LEG * *GPACITY * a ♦ • NUlIDEA • (FT.) f • (ET.) • • (RIPB) + •(PT-3CIP8I• • (RIPS) • • (HIPS) * • (AIPS) + ♦(INCHE3) • •er,~r~~~~i• •ati~w~~~a♦ •t~+y~~aat♦ aai+x~tt~+a •t~+*+~+w~♦ •~ii+et~~:x eatra~~aa~e •~~eeW~~~~• •wx~~~it~s• 7NST *iN 20.0 6.63 5.66 81.15 12.95 15.78[ .201 78.03 PIP63.031D Z.g79 40.0 8.63 8.46 222.29 27.93 32.51[ .291 113.57 PIPE3.5E.H bm 60.0 10.62 13.88 <44.17 45.09 53.11[ .477 113.57 PIPfi3.5E.9 pID7p 80.0 12.66 17.47 757.71 65.11 75.49[ .533 142.37 PIP24.0E.H mwg 100.0 15.05 23.85 1143.83 81.98 96.76[ .531 181.57 YIYS5.OE.B MWp 120.0 17.55 30.67 1673.36 102.37 122.16[ .571 215.58 PIPB6.0S9S tblG 140.0 20.05 36.48 2347.65 125.92 150.30[ .563 268.66 PIPE6.OE.H MP9 160.0 22.63 41.99 3135.46 148.91 178.42[ .661 268.66 PIeE6.0E.a bp,7 180.0 25.21 46.86 4023.99 171.25 206.32[ .611 335.87 PIPE8.0EHS 1W!( 200.0 27.80 51.75 5010.13 193.08 233.65( .701 335.87 PIPEB.0EHS t«« NOTE TM ALIANLB73 CAPACITIES ON THI9 ANALYSIS INCLWE A 33.3 P6RCBNT INCPZAB&. rare C 7 saars Loxn/cnnncxxr xnmxo. REACTZONS FbA POONDATION D8SIQ7 ♦~wwi~W~~+ti+a~~~a aae~~+aa~~~~• CQSPAE99IOPI/LEG 233 .65 AIPS TENSION/LEG 193 .08 1CIY3 ggEAA/LEG 34 .50 1[IP8 TpqBy 9HEAR 51 .75 RPS OVERTVUNING MJMEHT 5010 7d1CHOR BOLTS .13 FT-RIPS DATB-04/23/02 ROeH BELF-SVPPOATING TOf1ER ANALY9I9 M1R NLRT6L pAGE NO. 4 TIME-09:26:21 Output is N01' to be reproducad wiihout Ro7n's writtcn coneant.- BII.E NO. 20861JA HY: DAG LEV&L - 4R4.3NT BRACING LOAD9, 9I283 AND BOLT9 •e~+~~iWaWaiaat~~~t~ait++i~~~• •i4Y##i/fi/r 4fii4i4iiii itiiiifilfi •f}lMi1}I~1e! ♦i1~~141r~I4 i4i~11~1ly!# #WY*iff{klfi fk41r44Mfki♦ ♦Wlkffi~!!f +COLVHIV 19* *COLUM7 20• *COLOIN 21• *CALODIIi 22* RCALOMI 23• *CALODIIi 24• *CALO[Q7 25 • tCOLOl4i 26* *COLVMi 27* aata~a+~~~+ •~~~~xx+~~+ +~xRxx~~w~♦ wrar~~x~~we w~et~M~~~w~ ♦~RR~e~~t~a ~wa~~~t~t~t• •~~~Rett~~♦ •tt~y~~xxx♦ + TWIER • • HORI2. HORIE. + +AE[91INING* *t91R.ARIAL+ *ARIAL LD.+ *ANCLL/PSPE* * a *N0.6 9I2E+ ♦ * ♦ COMP. OF• + COFfP. R + SHEAA TO+ *LOAD FOR + • COLVMi * */SOLID AD.e e HAACE + + OF HAACB+ • BSCTION + + SeEAA IN+ + OF LEG * * BE TARBN+ • TONER • RCAPACITY * tBAR/ S... CL+ + CONNECT.• + 8pLT9 a • a a.lE FACE* ♦ LpAp • +HY HR71CE3* e BPACING • eOF BAACEBt + DIt4m820N+ + GPACII'Y* +AEQVIAEU * * NO!ffiER ~ • (ffiPS) ~ ♦ (2CIP8) * ~ (1CIPS) * * (RIP9) • • (RIPS) • R (B'7CHES) * * (AIPS) * +PER COtII7.* k*#ltirf/iii• ♦~11ff~ilfi! •flMii*M*4i ♦ki#lr4i!{i iliiii##I!! Miiiiiiii4# #i144lkikiii iiikilikk#i• iI1lf41111f 7NST *+N 4.246 .000 4.246 2.418 [ .36] 8.078 L1.75X3/16 OD 6.80 1-5/8IN.DIA(*) .250 IN. CLIP D978 6.001 1.716 <.284 3.974 207 19.707 PIP&2.031D QMD 17.19 3-5/BSN.DI1\(+) .250 IN. 8ND PLATE .250 IN. CLIP 2.142 12] 22.227(H) PIPEI.SSTD (B)Q.D 18.13(e) 2-5/BIN.DIA(+') .250 SN. END PLAT6 .250 IN. CLIP bm 9.549 2.788 6.761 5.403 327 16.840 YIYE2.09TU QD 27.19 3-5/82N.DIA(i) .250 IN. END PLAT& .250 IN. CLIY 3.381 197 18.107(8) PSPE1.58TD (9)<M> 18.13(H) 2-5/8IN.DIA(+) .250 M. END PLAT& .250 IN. CLIP MbiO 11.897 3.989 7.907 5.694 40] 19.333 PIPE2.091D 49 27.19 3-5/BSN.DIA(*) .250 IN. END PLATE .250 IN. CLIP 3.954 22] 25.587(H) PIPE2.09TD (9)Q.D 18.13(9) 2-5/8IN.DIA(*) . .250 IN. ENID PLATE .250 IN. CLIP PIDIE 16.111 5.701 10.410 8.720 53] 16.493 PIP62.59TO Q9 27.19 3-5/81N.DIA(+) .250 M. END PLAT& .250 IN. CLSP 5.205 29] 21.320(H) PIPE2.081D (8)QMD 18.13(H) 2-5/BIN.DIA(i) .250 IN. IIiD PLATS .250 IN. CLIP HIiF 20.627 7.946 12.681 9.623 67] 14.467 PIPE2.53TD QD 27.19 3-5/BIN.DIA(*) .250 IN. @7D PLATE .250 IN. CLIp 6.360 617 15.520(8) PIPE2.0319 (9)~ 18.13(H) 2-5/8IN.DIA(t) .250 IN. @iD PLA1R .250 IN. CLIP I3iG 24.494 9.758 14.716 10.366 817 12.733 eIeE2.591D QD 27.19 3-5/8IN.OxA(+) .250 IN. END PLATC .250 IN. CLIY 7.358 41] 26.373(H) PIP82.59TO (9)OD 18.13(9) 2-5/8IN.DIA(+) .250 IN. SND PLATE .250 IN. CLIP !M9 28.355 11.547 16.808 11.183 [1. 01] 11.120 PIPE2.5STD ~ 27.19 3-5/8IN.DIA(-) .250 IN. END PLATE .250 IN. CLIP 8.406 C6] 20.307(H) PIPE2.5STD (H)QD 18.13(3) 2-5/8IN.DIA(*) .250 IN. END PI.KTE .250 IN. CLIP lID1J 31.562 13.303 18.259 11.616 61] 19.067 PIP&3.031D ~ 27.19 3-5/BIN.DIA(+) .250 IN. RiD YLATE .250 IN. CLIP 9.129 5'/] 16.120(H) PIPE2.551D (9)~ 18.13(9) 2-5/8IN.DIA(*) .250 IN. EHD PLATE .250 IN. CLIP M7R 34.796 15.021 19.775 17.289 56] 30.675 PIPE3.0S19 <MD 68.94 3-3/41N.DIA(+) .375 IN. END PLATE .375 IN. CLIP 9.887 35] 28.392(H) PIPE3.091D (H) Ofl 32.63(H) 2-3/4IN.DIA(-) ".375 IN. END PLATE .375 IN. CLIP ««G NOT6 THE ALLOWABLE CAPIICITI88 ON T9I9 ANALYSIS INCLWE A 33.3 PERCBNT INCRET38. «G« NOTE I 1 990N9 [MR.LOADICAYACITY RATIO. IF THE SYlIDOL--(i)--APPEARS AFTER THE 80LT SIZE, IT INDSGTE9 TBAT THREADS l7UST BE.ERQ.WED FAOM SHEAR PLANEB. IF TM SYMBOL--(H)--APPBAR9 AFTEN THE LOADS AHOVE, IT INOIGTS9 T9AT TRE LpAD3 ARE FOR THE MAIN 80RISONTAL. IF THE SYMBOL--i--APPBARS AE"fER THE CLIP SIEE, IT INDIGTES T9AT THE BOAI20NTAL HAACE CONTAOLLED THE CLIP AND eOLT 9IZE. IF TM SYMBOL--(i)--APPEAAB APTER THE DIAGONAL CAPACITY(COL. 24), IT SlIDIGTEB TM 90RIZONTAL BRACE CAPACSTY CONTROL9 TM DIAGONAL BRACE CAPACITY. THE LETT6R APPEARING BEFOR& THE CONNECTION CAPACITY IN COLVMH 26 ZNDIGT&9 THE CONTAOLLING FACTOR. GB> = BMCE SbLT CONTROL9 COlR7ECTION CAPACITY; <C> - HPACE CLIP CONTROL9; QD s HAACE CONTROL3. DATE-06/23/02 AO@1 88LF-SOPPORTSNG TON&R AHN.Y9IS FOR NEXT6L TSlE-09:26:21 Wtput is NOT to ba seproduosd xSNout AoM'. Mritten conesnt.- lILE NO. 20861SA LEVEL - 4R4.3NT TWI9T ANO DEFL&CTION DATA ♦aar~~~~atai~~~~tt~~~~~~a fIR~llfiil# iiiiRk~~lii f11fiY1~14i iikM1rl~liii RRf1ii111iIf •COLOtQI 28• *COLOMII7 29• *COLVEN 30* *COLOIeN 31* iCOLVlIII 32* w~~+iai~wwR ♦~~~at~a+we •~i~R~+~a~~ •aa~~a~at~• w~i~ftf~t3• TONEA + * TIPI9T f • TO'pAL + • DElZSC- • a TOT7y • • • • FOR SACH• ♦ pCCUN- • *TION SOR • • ACCUM_ r * 88CTION • ♦ TOWER ♦ * pyATED * *EA. TOWER+ * VLAT&D ~ + a ♦ SBCTION * * T1tI3T • • SECTION • * UBPL. + a P[R.19F31 + *(OLGR683)+ *(D66AE£9)• *(DSGALES)+ •(DSGAEE9)+ ♦1i1i'Y#if1t1 tif#Irlirllf •~1f1ef1Ytf♦ Yi~R11Rii1♦ ii'lkfe}~4ti# 7NST +tN .019 .076 .033 .506 MRg .022 .057 .044 .473 MWC .012 .035 .063 .630 pmpp .007 .023 .067 .366 MNE .006 .016 .054 .299 MWp .003 .012 .056 .245 T.y7G .002 .070 .047 .191 Npg .003 .008 .050 .164 mwi .002 .004 .046 .093 bm .ooz .002 .oae .oae PAGE NO. 5 BY: DNG WHEAT RIDGE AT&T CONSTRUCTION DRAWINGS CO-343 I 0 0 D U 0 to m m O U 0 0 F- p c m 3 c 2 in c a U 3 m z Jm w ~aj zN 000 ON ~a N .0 0- 15o m w it r 0 V1 J ,a EXISTING CONDITION .s,a. <1 r ~ t %a~,~ r3 9~7~//Yn.✓ac H.xi/ dY ~(~i s ~:i ~T~~I c 5~ I- . I. I< I NEXTEL PANEL ANTENNAS y f 31 ~ i I } s = CONTRACTOR'S NOTE 1. DO NOT SCALE DRAWINGS. 2. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 3. REFER TO FINAL SURVEY BY OTHERS FOR ESTABLISHING FINAL ANTENNA ORIENTATIONS RELATIVE TO TRUE NORTH. DO NOT USE NORTH REFERENCE ARROWS ON ARCHITECTURAL DRAWINGS. 4. SEND ALL PLAN REVIEW COMMENTS TO THE NEXTEL REPRESENTATIVE AND ARCHITECT. PROJECT DESCRIPTION RELOCATE EXISTING NEXTEL ANTENNA ARRAY FROM 60'-0" TO 87'-0" ON EXISTING LATTICE TOWER. DATA LOCATION EXISTING ZONING: PD 4836 VAN GORDON STREET TYPE OF CONSTRUCTION: V-N WHEAT RIDGE, COLORADO 80033 OCCUPANCY GROUP: U2 CONTACTS LANDLORD CONTACT NEXTEL REPRESENTATIVE CIVIL ENGINEER SUSAN PIETRO TOMARBOGAST-CONSTRUCTION DAVID BRENT 4836 VAN GORDON ST. NEXTEL COMMUNICATIONS, INC. BRENT ENGINEERING WHEAT RIDGE, COLORADO 80033 4643 SOUTH ULSTER STREET 210 SAINT PAUL STREET PHONE: (303) 422.7181 SUITE #500 SUITE 205 FAX: (303) 422-9417 DENVER, COLORADO 80237 DENVER, COLORADO 80206 LANDLORD TAX ID 521-62-5102 PHONE - (303) 472-0217 PHONE - (303) 270-0082 FAX - (303) 714-8504 FAX - (303) 270-0058 SITE TOWER OWNER E-MAIL - beci@iex.rlet AT&T WIRELESS SITE ADDRESS: 4830 VAN GORDON ST. NEXTEL REPRESENTATIVE ARCHITECT WHEATRIDGE, COLORADO 80033 CHARLES RECH, SITE ACQUISITION CHARLES STECKLY, AIA TOWER OWNER ADDRESS: NEXTEL COMMUNICATIONS, INC. CSAi 2515 24TH AVE. SOUTH 4643 SOUTH ULSTER STREET 9142 WEST KEN CARYL AVENUE MINNEAPOLIS, MN 55406 SUITE #500 SUITE D-0 LOCAL CONTACT-JEFF REINHART DENVER, COLORADO 80237 LITTLETON, COLORADO 80128 AT&T WIRELESS BUS. - (303) 730-7923 PHONE - (303) 932-9974 1001 16TH STREET SUITE C-1 FAX - (303) 714-8321 FAX - (303) 9326561 DENVER, COLORADO E-MAIL - csteckly@mho.net (303) 573.3277 VICINITY MAP CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 PLANNING ARCHITECTURE INTERIOR DESIGN q kl I, ~ ;t CAI 9142 NEST KEN CARYL AVENUE SUITE D.3 LITTLETON, COLORADO 901255452 1303) 9325574 est~1dyOwnh-t ® 2002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECKLY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. N n~,~--Sl E RR _J~ 0 SITE ~r U, 1t ® z > 48TH AVE. NOT TO SCALE Q DIRECTIONS: 1.70 FORM 1-70 TURN ON WARD RD., NORTH TO 48TH AVE., EAST TO VAN GORDON, NORTH TO SITE ON THE RIGHT. r l-INUIllexIZLI_ A1.0 COVER SHEET ATO GROUNDING STANDARDS C1.0 CIVIL SURVEY A7.1 GROUNDING STANDARDS A1.1 RFSTANDARDS A72 GROUNDING STANDARDS All PLAN STANDARD A7.3 GROUNDING STANDARDS A2.0 SITE PLAN A3.0 ELEVATIONS E1.0 ELECTRICAL SITE PLAN A6.0 FENCE DETAIL E2.0 ELECTRICAL DETAILS A6.1 WAVEGUDE BRIDGE DETAILS E3.0 LIGHTING-POWER PLAN N 0 ff. NEXTEL West Corp. Inc. 4643 South Ulster Stmt Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WARELESS 4836 VAN GORDON STREET. WHEAT RIDGE, COLORADO 80033 PROJECT NO. CO-0343 P.O. # 539873 DRAWN BY SOP REV. DATE ISSUED FOR 000 0-26-D ISSUE BOB 0-15-0REVIEW 001 0-22-0 REVISION 1 SHEET TITLE COVER SHEET NUMBER AlA I 0 2 LL v ~a m a° =o" 0U LLO CO a~ a U 0 C mm 35 m= 02 o~ 30 o~ o hE m ~rn 2 J ~jp w 104 N w ? U 0 w -p 0 v 3 PARTIAL SITE PLAN SCALE: 1"=10'-0" 40'-0" e ° Z~N LEASE PARCELEL J OENIPIERS 2 0" EQUIPMENT SH LTE ST MOB S1 J w rt (E) 12" a WAVEGUIDE = o BRIDGE w (A N RE: A6.1 W (E) 12'x22' zz~ EQUIPMENT o SHELTER 60 RE: A1.2 N (E) 6" CONC. 5-0" BOLLARDS NORTH ELEVATION SCALE: V=40'-0" EXISTING AT&T WIRELESS SERVICES OF COLORADO, INC. @ 0°, 255° - EXISTING WESTERN PCS ANTENNAS @340°, 220°, & 100° NOTE: RE: A3.0 FOR ADDITION DATA. NEW LOCATION OF (E) NEXTEL ANTENNAS @ 87'-0"H (E) LOCATION OF NEXTEL ANTENNAS @ 62'-0"H - TO BE h RE-LOCATED o I (V 0 0 Q ~ z z w (E) 4' MW DISH U Z Z (E) NEXTEL Iw- 0 EQUIPMENT Q C' SHELTER p n o w in CD z = (E) EQUIPMENT w o SHELTER m 0 111 WEST ELEVATION I SCALE: 1"= 40'-0" 1 EXISTING AT&T WIRELESS SERVICES OF COLORADO, INC. @ 0°, 255° EXISTING WESTERN PCS ANTENNAS @340°, 220°, & 100° EXISTING 200'-0" SELF SUPPORTING TOWER ROHN MODEL #SSMW (E) ATTWS ANTENNAS: 135° NEW LOCATION OF (E) NEXTEL ANTENNAS EXTEND COAX AS REQ. (E) CRICKET ANTENNAS (E) LOCATION OF NEXTEL ANTENNAS TO BE RE-LOCATED (E) COAX TO BE EXTENDED TO NEW HEIGHT EXISTING MW DISH (E) NEXTEL EQUIPMENT SHELTER NOTE: ALL LENGTHS AND HEIGHTS ARE APPWOXIMATt AND 9U'9TY3E COORDINATED IN FIELD PRIOR TO INSTALLATION AZIMUTH 0° 120° 240° GPS 1 GPS 2 TEST MOBILE ANTENNA ALE859012 ANTENNA TILT VERIFY WITH -NEXTEL RAD CENTER HEIGHT 85'-0" 85-0- 85'-0" 10'-0" 10'-4" 10'-4" MOUNTING TYPE MONOPOLE EQUIPMENT SHELTER COAX LENGTH 205'-0" 205'-0" 205'-0" 10'-0" 10'-0" 1-0" COAX SIZE 1 5/8" 1518" 1 5/8" 1/2" 112" 1/2" COAX TYPE COMSCOPE COMSCOPE A ANTENNA CONFIGURATION 1 0° 1 - I - I 120° 1 - I - 240° NORTH GEODETIC GRID NORTH LAMBERT CONVERGENCE MAGNETIC 14'11 NORTH DECLINATION 11°00' (1994) J 71/2' USGS QUAD "GOLDEN, CO" ANTENNA CENTROID LOCATION NAD 27 39°47'05,451" N LATITUDE 105°07'59.174" W LONGITUE NAD 8339°47'05.404" N LATITUDE 105°08'01.123" W LONGITUD NAVD 88 GROUND ELEV:=6140.2' C.A.B. COAX COLOR CODE ANTENNA COLOR R1-R3 RED B1-B3 BLUE G1-G3 GREEN GPS 1 YELLOW GPS 2 2 YELLOW BAR TEST MOBILE WHITE COAXIAL ARRESTOR BAR DIAGRAM ' .l GPS1 SECTOR( GPS2 SECTOR 2 TEST MOBILE ENTRY PANEL BEYOND COAXIAL ARRESTOR BAR PROVIDED BY NEXTEL ANTENNA DIAGRAM NOTE: RED IS ALWAYS ON THE RIGHT, BLUE IS ALWAYS CENTER, AND GREEN IS ALWAYS ON THE LEFT WHEN FACING THE ANTENNA SECTOR 0° AZIMUTH TYF 1 R1 B ` G3 L- R2 R B2 120° 240° AZIMUTH AZIMUTH GPS & TEST MOBILE DETAIL 118'PLATE 4"WADE PAINTED (1) TEST MOBILE/GPS ANTENNA FURNISHED BY 2 HOLE GROUND LUG WRH OWNER INSTALLED BY CONTRACTOR MOUNT tl2 TINNED COPPER FROM ANTENNA 2'ABOVE HEIGHT OF UPS ANTENNAS ANTENNA MOUNT TO EGB tR COAX 12" GROUND KIT 8399 CLAMP HEAD CFJLJN CUSHION HANGAR BY MICROFLECT BY MICROFLECT WAU (MOUNT 4' O_C. MAX) INTERIOR - (2 EACH) 3/16 SELF TAPPING SCREWS ITYP) CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 INITIALS DATE: PLANNING ARCHITECTURE INTERWR OF-SIGN C S Ai 9142 WEST KEN CARYL AVENUE SUITE 9a LITTLETON, COLORADO 9NI28-SM (303) &128974 cstmidyt nhanN 02002 THIS DRAWING IS COPYRIGHT PROTECTED, ANDIS THE SOLE PROPERTY OF CHARLES STECKLY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. hilk I * 4F1F:3FM NEXTEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T ATBTWIRELESS 4836 VAN GORDON STREET. W14EAT RIDGE, COLORADO 80033 PROJECT NO. CO-0343 P.O.0 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 426-0 ISSUE 008 415-0 REVIEW 001 422-0 REVISION q SHEET TITLE RE SHEET SHEET NUMBER All I 0 0 H w x N a N 0 U 0 0 a m +x a m 3 0 U m -I wa W ~ -!r wT 2N o°o ryN !4 N 0- E0 ~W mk wo ri a SEAL & CAULK AROUND PULL BOX BY CABINET MFR. NEMA BOX FOR TELCO INSTALLED BY CABINET MFR. 4" DIA. PVC CONDUIT SIGHED 40 SUPPLY AND INSTALL BY CONTRACTOR FINISH GRADE TOP OF GRAVEL. 4" CONDUIT - BY GENERAL CONTRACTOR PREFABRICATED JOAQUIN SHELTER - C12 2G"-0" WAVEGUIDE LOCATION 3-TON FE-800 PCS2 3-TON ~Il to 17'q ~ ~ I4 F~cuu'TELCO BOARD GROUND LEVEL SCALE: NTS THE INTERIOR PACKAGE AS LISTED BELOW TO BE PROVIDED AND INSTALLED BY NEXTEL * 3 SIGNS (2 DOOR,1 TELCO BOARD) " 1 WHITE BOARD (DRY ERASE BOARD) * 1 DRY ERASE MARKER AND ERASER 1 UTILITY SHELF ° 1 NORTH #5T997 DUAL EYE WASH STATION 1 DRAFTING CHAIR #2353 * 1 KIDDIE #4T88910# FIRE EXTINGUISHER *1 #3U636 WASTEBASKET 1 #5W63612" DUST PAN ` 1 #30801 ANGLE BROOM * 1 #4418 FIRST AID KIT ' 1 #4W077 4' STEP LADDER * 1 #52175 3'x5' HERITAGE RIB MAT CABINET NOTES IDENTIFICATION LABEL TELCO BOARD ING BY CABINET MFR. 1. SIZE: 12'-0"x22'-0"x9'-4" WITH FLOOR W/ SKIDDS 2. POWER CONFIGURATION: - 30 1 COLOR: BASE WHITE HYDRO-THERM 4. CONSTRUCTION: TYPE: V-N 5. WAVEGUIDE LOCATION - SEE PLAN 6. DISC. SWITCH FIRST 71/2" COLOR MATCH ALL SIGN WHITE SIGN GRAPHICS AND TEXT BACKGROUND TO "NEXTEL MAROON" ■ Er"""", ■ N owm~ CO-0343 WHEAT RIDGE AT&T 4836 VAN GORDON STREET, WHEATRIDGE COLORADO 80033 CONTACT SECURITY UPON ENTRY AND PRIOR TO EXIT OR IN CASE OF AN EMERGENCY 1-888-563-9835 1. MOUNT ONE LABEL NEAR PHONE, ONE ON INTERIOR SIDE OF DOOR & ONE ON EXTERIOR SIDE OF DOOR. 2. MOUNT ALL SIGNAGE LEVEL AND TRUE AT 60" A.F.F. SCALE: 114" =1'-0" NOTE: A/C & HEAT EXCHANGER UNITS PROVIDED BY NEXTEL, INSTALLED BY CONTRACTOR. ALL INFO THIS SHEET IS EXISTING. CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303)933.7048 INITIALS:, PLANNING ARCHITECTURE INTERIOR DESIGN l~P '1~~✓(JI.•/'f'j~7y1y'y 6 0 fl ~ I CSA' 8142 WEST KEN CARYL AVENUE sum 0.3 LITTLETON, COLORADO 80129,WM (303( 8328874 csteerdyKmho.net 02002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECIQY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. NEDCa- NEXTEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4838 VAN GORDON STREET. WHEAT RIDGE, COLORADO 88033 PROJECT No. CO-0343 P-0. III 539873 DRAWN By SGP REV, DATE ISSUED FOR 006 026-0 ISSUE OOB 0-15-0 REVIEW 001 0-22-0 REVISION i SHEET TITLE PLAN STANDARD SHEET NUMBER A1.2 TELEPHONE SERVICE ENTRANCE DETAIL V 0 0 U a M 0 0 U O 0 6 Q rn a m 3 S 0 0 U m z JE F j77 x~ w, ?N ON ry CV 0 ap Lw or 00 Na. 1 SITE SURVEY SCALE: 1"= 50'-0" am PLAN AND LEASE PARCEL D AND UTILETAIL P. AND UTI' ACCESS A PORTION OF TRACT 6, NICHOLAS GARDENS SUBDIVISION S $9°1 W . ESMT LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17, T. 3 S., R. 209,.00' 00' S89°49'12"E 69 W., OF THE 8th. P.M., 39.96' CM OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO EXISTING MCI S82°16' TRACT 6 EXISTING 12'WIDE P.O.B. LEASE PARCEL 45.49' GRAVEL ROAD LEASE PARCEL LU 55°'E -1 r 04 W S79°43"59"E S85°11'58"E S88°09'24"E m < 56.85' 30.89' ° L' - - 73.25' S80- 09'24"E S88°19'50„E N C'4 b b" C5 0 o-= POINT"A" 72.43' 105.07' 0) n z N0150M`r - In NO0°10'02"W `lt!'z 1 w 6801 0 44.70' - - C7 " " oNO.AGCES-S I 1"F z ST !M-- AIN S 89°12'40" W - 623.81' S 89°12'40" W 244.16' - E - uE s F! E HE REBAR AND AL CAP N 89°12'40" E 159.08' LS 13212 P.O.B. 8' UTILITY N 01°5036" E WEST 48TH AVENUE REBAR AND CAP P.O.C. 20' ACCESS AND ACCESS ESM'T 7.71 N86°46'26"E LS ILLEGIBLE AND UTIL. ESMT 11.95' N02'1 0'33"E N00°4T47"W TRACT 8 10.20' 19.15' PROPERTY DESCRIPTION • PARENT PARCEL NOTES: 2 !EASE PARCEL DETAIL SCALE: 1" = 20'•0" TRACT 6, NICHOLAS GARDENS, LOCATED IN THE SOUTHEAST 114 OF SECTION 17, T. 3 S., R. 69 W, OF THE 601. P.M., DATE OF SURVEY: FEBRUARY 25, 2000. CITY OF WHEAT RIDGE, COUNTY OF DENVER, STATE OF COLORADO. CONTOUR INTERVAL: ONE FOOT. PROPERTY DESCRIPTION-LEASE PARCEL STREET ADDRESS: 4836 VAN GORDON STREET, WHEAT h / A LEASE PARCEL SITUATED IN TRACT 6, NICHOLAS GARDENS, LOCATED IN THE SOUTHEAST 114 OF SECTION 17, T. 3 S., R. RIDGE, CO. SET WITH 8'LEASE PARCEL ~y 69 W., OF THE 6th. P.M., CITY OF WHEAT RIDGE, COUNTY OF DENVER, STATE OF COLORADO, MORE PARTICULARLY SET GPS BASIS OF BEARINGS \ CORNERS SET WITH 8' DESCRIBED AS FOLLOWS: NGS CONTROL POINT "MCDONNELL" NAD 83 FROM SET WITH 8' SPIKE W/CAP COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT 6, THENCE S 89°12'40" W ALONG THE SOUTH LINE OF SAID WHICH THE GPS BEARING WAS ESTABLISHED BY LS 13290 TRACT 6, A DISTANCE OF 159.08 FEET;THENCE N 00'4747"W. A DISTANCE OF 19.15 FEET TO THE POINT OF BEGINNING OF CALCULATION FROM SAID POINT ERE OPINELL" TO o SAID LEASE PARCEL; CENTROID POSITION AS SHOWN HEREON. o S 87°49'27 E BEARING = S 68°01'21" E, 40262.58' (GPS) C~ 40.00' \~1 G THENCE N 87°49'27" W, A DISTANCE OF 40.00 FEET TO A POINT; THENCE N 02°1033" E, A DISTANCE OF 28.00 FEET TO A BASIS OF ELEVATION: ; l I I - 5 Q\~ POINT; lI THENCE S 87°49'27" E, A DISTANCE OF 40.00 FEET TO A POINT; THENCE S 02°10'33" W, A DISTANCE OF 28.00 FEET TO THE NGS CONTROL POINT "MCDONNELL' NAVD 88 POINT OF BEGINNING, SAID PARCEL CONTAINING 1120.00 SQUARE FEET OR 0.026 ACRES, MORE OR LESS. NAM880RTHOMETRICELEVATION=5208.65FEET CO o i7 EASEMENT DESCRIPTION"20' ACCESS AND UTILITY EASEMENT 0 AN EASEMENT 20.00 FEET IN WIDTH OVER AND ACROSS THE PARENT PARCEL SITUTATED IN TRACT 6, NICHOLAS RECORD TITLE INFORMATION: !I N O b GARDENS, LOCATED IN THE SOUTHEAST 114 OF SECTION 17, T. 3 S., R.69 W., OF THE 6th. P.M., CITY OF WHEAT RIDGE, THIS SURVEY DOES NOT CONSTITUTE ATITLE SEARCH I \ N BYBRENTENGINEERING COMPANY, INC. TODETERMINE COUNTY OF DENVER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: OWNERSHIP OR EASEMENTS OF RECORD. FORALL \ SAID EASEMENT BEING 10.00' ON BOTH SIDES OF THE FOLLOWING DESCRIBED CENTERLINE WITH SIDELINES TO BE INFORMATION REGARDING EASEMENTS, I I EXTENDED AND/OR SHORTENED TO ELIMINATE GAPS AND OVERLAPS: RIGHTS-OF-WAY AND TITLE OF RECORD, BRENT 7'4 „ W J ENGINEERING RELIED UPON OTHERS. COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 6; 1 40 00' THENCE N 00°10'02" W, A DISTANCE OF 44.70 FEET, ALONG THE EASTERLY RIGHT OF WAY LINE OF VAN GORDON STREET, NOTICE: ACCORDING TO COLORADO LAW,N MUST TO THE POINT OF BEGINNING OF THIS EASEMENT, THENCE, LEAVING SAID RIGHT OF WAY LINE, S 89°49'12" E, A DISTANCE COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER - 3996 FEET; YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY THENCE NCE S 82"16'55" E, A DISTANCE OF 45.49 FEET; THENCE S 79°43'59" E, A DISTANCE OF 58.85 FEET; ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY ` THENCE S 85°11'58" E, A DISTANCE OF 73.25 FEET; BE COMMENCED MORE THAN TEN YEARS FROM THE \ THENCE S 88°09'24" E, A DISTANCE OF 30,89 FEET, TO A POINT TO BE REFERRED TO AS POINT "A"; DATE OF CERTIFICATION SHOWN HEREON. THENCE G ALONG SAID COURSE, S 88°09'24" E, A DISTANCE OF 72.43 FEET; - - - - THENCE S 88°19'50E, A DISTANCE OF 105.07 FEET; OE ""--OE OF - Qj THENCE N 86°46'26" E, A DISTANCE OF 11.95 FEET; THENCE N 02°1033" E, A DISTANCE OF 10.20 FEET, TO A POINT ON THE SOUTHERLY LINE OF THE LEASE PARCEL, SAID SURVEYOR'S CERTIFICATE: I, DAVID J. BRENT, A PROFESSIONAL LAND SURVEYOR REGISTERED IN GRID NOR'" POINT ALSO BEING THE POINT OF TERMINUS OF THIS EASEMENT. GEODETIC THE STATE OF COLORADO HEREBY CERTIFY THAT A CPS COORDINATE NORTH UMBERT EASEMENT DESCRIPTIOB$' UTILITY AND ACCESS EASEMENT SURVEY OF THE ANTENNA SITE SHOWN HEREON WAS MADE UNDER MY convLRCervce MAGNETIC DIRECT SUPERVISION. I FURTHER CERTIFY THAT THE ATTACHED In HL NORTH DECLINAn LEGEND AN EASEMENT 8.00 FEET IN WIDTH OVER AND ACROSS THE PARENT PARCEL SITUTATED IN TRACT 6, NICHOLAS DRAWINGS ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE 119001994) GARDENS, LOCATED IN THE SOUTHEAST 114 OF SECTION 17, T. 3 S., R. 69 W, OF THE 601. P.M., CITY OF WHEAT RIDGE, AND BELIEF. A BOUNDARY SURVEY OF THE PARENT PARCEL WAS NO T A GP5 CONTROL POINT COUNTY OF DENVER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PERFORMED TO DETERMINE THE VALIDITY OF FOUND MONUMENTS. 0 MONUMENT AS DESCRIBED SAID EASEMENT BEING 4.00' ON BOTH SIDES OF THE FOLLOWING DESCRIBED CENTERLINE WITH SIDELINES TO BE + CENTROID SYMBOL. (LAT.ILONG. LOCATION) EXTENDED AND/OR SHORTENED TO ELIMINATE GAPS AND OVERLAPS: .W POWERPOLE DAVID T BRENT ANTENNA CENTROID LOCATION COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 6; P.E,P.L.S.NO 13290 3W419545YNLATRUDE ® TELEPHONEPEDESTAL THENCE N 89°12'40" E, ALONG THE NORTHERLY RIGHT OF WAY LINE OF PARENT PARCEL A DISTANCE OF 244.16 FEET, TO NA D27 1859759174' W LONG WIDE -4 Guy THE POINT OF BEGINNING OF THIS EASEMENT; 39'4765484• x LATITUDE - OE- OVERHEAD UTILITY LINES THENCE LEAVING SAID RIGHT OF WAY LINE N 01"50'36" E, A DISTANCE OF 7.71' FEET TOA POINT ON THE SOUTHERLY LINE NAD~ ms•ceous3° W LONGImoe CHAINLINK FENCE OF THE 20.00 FOOT ACCESS AND UTILITY EASEMENT, SAID POINT ALSO BEING THE POINT OF TERMINUS OF THIS T 'COInuEN,8cO5OHwDLO NAVD88GROUNDE.EV=5468.4 c BARBWIREFENCE EASEMENT, FROM WHICH SAID POINT, POINT "A' BEARS N 01°50'36" E, A DISTANCE OF 10.(10 FEET. CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T, LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933.7048 DATE: PLANNING ARCHITECTURE INTERIOR DESIGN e~ ~Al 8142 WEST KEN CARYL AVENUE SURE 03 LITTLETON, COLORADO S012852M 1303) 932.9974 cstttNyrymM.,et ® 2002 THIS DRAWING IS COPYRIGHT PROTECTED. AND ISTHE SOLE PROPERTY OF CHARLES STECKLY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. Eff-~ e P m NEXTEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4835 VAN GORDON STREET. WHEAT RIDGE, COLORADO 80033 PROJECT NO. CO-0343 P.O. # 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 0-26-0 ISSUE 008 0.15-0 REVIEW 001 0-22-0 REVISION 1 SHEET TITLE CIVIL SURVEY SHEET NUMBER CI so I N 0 X. e 1N C40 m 'am a NN Qo ~n E 9 m N O N N 0 D J d 7 ENLARGED SITE PLAN SCALE: i" =10'-0" N NOTE: " 1. ALL DATA THIS SHEET IS EXISTING U.O.N. 2. MAINTAIN (E) SITE DRAINAGE PATTERNS & GRADE. 3. VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 3/4" CRUSHED I 4" MIN.ON (2) L OF LS CLOTHN BARRIER M 4" LOCATION OF 28'-0"x-4"" NEXTEL LEASE PARCEL NEW 12'-0"x22'-0" EQUIPMENT SHELTER ON PIERS ATOR 1 --J J W U Cf a W Q W 0 Co rd ph~ X 20' (E) CONC. PADS NEW WAVEGUIDE BRIDGE RE: A6.1 j ROUTE COAX UP TOWER @ EXISTING COAX LADDER, SUPPORT @ 4'-0" O.C. 10 WI COAX SUPPORT BLOCKS :4k1\ AS REQUIRED. ti (E)OVERHEAD ' 0° AZIMUTH VERIFY IN FIELD. 9 ~Q CABLE TRAY 5(\~G EXISTING MW DISH CROWS NEST (ABOVE) ~ lvnn I~ W 6"0x42"H CONC. a BOLLARDS OF (2) L51-0. DL .1 / ~ I V x 240° AZIMUTH GENERATOR PROPANE TANK ON CONC. PAD 220'H TOWER / NEW PANEL ANTENNAS I TYP (4) PER SECTOR RELOCATE 120°AZIMUTH @ 60'-0" RAD. CENTER TO 85'-0" RAD. CENTER (TYP. EA. AZIMUTH) Y / 9) NEW OUNTING NEW 8'-0"HIGH r 5'-0" GATE CHAIN LINK FENCE CONFMIGURATIONS W112'-0" ACCESS G E ENGINEERED 8 TO MATCH EXISTI CONTROL SUPPLIED BY TOWER PANELS ON MANUFACTURER(TYP) I CONC. PAD CD 0 -1 zm EXISTING C) w u r ¢ GRAVEL ACCESS N 89°12'40" E 209.00' CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 PLANNING ARCHITECTURE INTERIOR DESIGN ~f ,d - CSA19 9142 WEST KEN CARYL AVENUE SUITE 0.3 LITTLETON, CMCRA00 SM2sa2s2 (303)932.9974 c"taM90mNanet ® 2002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECKLY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. N E) C1. NEXTEL West Corp. Inc, 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4836 VAN GORDON STREET. WHEAT RIDGE, COLORADO 80033 PROJECT NO. CO-0343 P.O. # 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 026- ISSUE 008 10-15-02 REVIEW 001 0-22-02 REVISION 1 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A2.0 CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7148 I 0 0 2 0 m 0 0 U 0 0 g Lis "a & m L 3 c w 0 U 9 2 J W ~01 ZppN N o~ C! U L'0 EL v mo NJ a EXISTING AT&T WIRELESS SERVICES OF COLORADO, INC. @ 0°, 255° EXISTING WESTERN PCS ANTENNAS @340", 220", & 100° NOTES: CONTRACTOR TO RELOCATE (12) EXISTING PANEL ANTENNAS @ 60'-0" TO A NEW HT. OF 85'-0"- RE-USE EXISTING MOUNTING HARDWARE, EXTEND COAX AS REQUIRED. REFER TO ROHN STRUCTURAL REPORT #20861JA FOR REPLACED STRUCTURAL MEMBERS ON LATTICE TOWER. 0 O NEW LOCATION OF (E) N NEXTEL ANTENNAS @ 87'-0"H (E) CRICKET ANTENNAS AN °n LOCATION OF NEXTEL ANTENNAS @ 62'-0"H - TO Q 2 (E) 4' MW DISH w Q U Z Q Z o O LU (E)NEXTEL Q o o EQUIPMENT Q f) CO Z SHELTER o w F_ m EXISTING EQUIPMENT m SHELTER N - EXISTING AT&T i WIRELESS SERVICES OF COLORADO, INC. @ 0°, 255° EXISTING WESTERN PCS ANTENNAS @340°, 220", & 100° EXISTING 200'-0" SELF SUPPORTING TOWER ROHN MODEL #SSMW (E) ATTWS'"`-"" ANTENNAS: 135° O o NEW LOCATION OF-~. c°v (E) NEXTEL ANTENNAS EXTEND COAX AS REQ (E) CRICKET ANTENNAS R N (E) LOCATION OF NEXTELANTENNAS TO BE RE-LOCATED INITIALS: DATE: PLANNING ARCHITECTURE INTERIOR DESIGN I f ~ I g n i~ ti C SAI* 9142INEST KEN Chan AVENUE SUITE - LrTTLETON, COLORADO 891285252 (303)922.9974 <stadaya t-t 02002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECKLY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. NE)ff. Q Z - W (E) COAX ~ ° z TO BE EXTENDED °o ¢ 4 TO NEW HEIGHT r a o w EXISTING MW DISH 0 10 r Q 0 (E) NEXTEL-_ __1 EQUIPMENT w SHELTER 0 O LD » 1 I ~ NORTH SLEVATIOAI„ A 1 SCALE: 1" = 30'-0" 1 21 WEST ELEVATION „ I SCALE: 1"= 30'-0" A NEXTEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4838 VAN GORDON STREET. WHEAT RIDGE, COLORADO 80033 PROJECT NO. CO-0343 P.O.41 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 0-26-0 ISSUE 000 0-15-0 REVIEW 001 022-0REVISION t SHEET TILE ELEVATIONS SHEET NUMBER A3.4 I 0 0 0 4 0 a 0 Q v a v 3 0 S' m L) U I J~ w° ZN as ON AN QO as ~Lu m m0 Na 13 I GATE LATCH DETAILS I SCALE 1 ' =1'-0" I 4 cz" fV 0 01 0 0 0 0 POSITION OF LATCH WHEN OPEN 1/2"0 BOLT DRILL FOR 3/8"0 BOLT THRU POST HANDLE (2) 1 EACH SIDE 2-3/8"0 GATE POLES 1/2"0 BOLT 1/4" WELDED STEEL 114" WELDED STEEL PLAN VIEW PLAN VIEW ELEVATION VIEW ELEVATION VIEW 3 FENCE ELEVATIONS SCALE: 118" =1'-0" BRAIDED GROUNDING CONNECTION @ GATE (TYP.) RE: 1/A7.0 INSTALL (3) STRANDS CONNECT NEW FENCE OF BARB WIRE TO EQUIPMENT SHELTER AS REQ'D INSTALL 4"0 POSTS AT - FENCE CORNERS AND b AT GATE HINGES Ro tV it l FINISH GRADE FINISH GRADE l WEST ELEVATION INSTALL (3) STRANDS OF BARB WIRE _ _ - CONNECT NEW FENCE o INTO EXISTING aD FINISH GRADE SOUTH ELEVATION 1 FENCE DETAIL SCALE: 1/16" =1'-0" NOTES: SLOPE FINISHED GRADE AWAY FROM BUILDING @ 112" / FT TO ESTABLISH POSITIVE SURFACE DRAINAGE FLOW. ALL DATA SHOWN THIS SHEET IS EXISTING. Q NEW 4"0 FENCE POST R " SET IN 12 0 CONCRETE PIER 36"D (TYP OF 6) NEW 12'x22' C NEW 2"0 FENCE POST ? SHELTER SET IN 8"0 CONCRETE N o PIER 36"D (TYP OF 12) 6" CONC. BOLLARDS 4" CRUSHED GRAVEL CD FINISH GRADE OF 2) (TYP r ' ON (2) LAYERS i~ EL=99 -0 LANDSCAPE CLOTH/ WEED BARRIER (WITHIN FENCED AREA) NEW 12' WIDE F CHAIN LINK GATE NEW 5 WIDE RE: 3/A6-1 12 5'-0" '-0" 12'-0" 6-0" uo- CHAIN LINK GATE -1 RE: 31A6.1 1 40'-0" CIVIL BRENT ENGINEERING (303) 270-0062 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3656 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 PLANNING ARCHITECTURE INTERIOR DESIGN 1- f • C S Ai 9142 WEST KEN CARYL AVENUE SUITE D-3 LITTLETON, COLORADO 801255292 (303) 922-5974 cste ldp9mh-et 02002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECKLY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. N E) rm e U-0 NEATEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 00237 WHEAT RIDGE AT&T ATBTWIRELESS 4839 VAN GORDON STREET, WHEAT RIDGE, COLORADO 80033 PROJECT NO- CO-0343 P.O. A 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 0.26-0 ISSUE 008 0.15-0 REVIEW 001 022-0 REVISION 1 SHEET TITLE FENCE DETAILS SHEET NUMBER A6mO I 0 O Q W O mi a M 0 o" U O 0 F- Q a 9 m 3 0 m c 0 U z z W N 04 ON ~ttqqqN m eo ao ~w mk m0 `zza 3 SIDE ELEVATION I SECTION SCALE: 3!8" =1'-0" NOTES RE:1 /A6.1 ROUTE COAX UP EXISTING TOWER - CLIP WI UNISTRUIT _ @ 4'-0" O.C. VERIFIED a H IN FIELD. NEW ENTRY o Z v PANEL 8'-() M, AX NTS c Z i 'so 12" 0 X 48" DEEP PIER (TYP) NEW EQUIPMENT SHELTER 1. ALL MATERIALS USED FOR WAVEGUIDE BRIDGE TO BE HOT- DIPPED GALVANIZED. ALL FIELD CUTS OR DRILLED OPENINGS TO BE RESEALED WICOLD GALVANIZED COMPOUND. 2. WAVEGUIDE SUPPORTS @ 8'-0" O.C. MAX. 3. ALL DATA SHOWN THIS SHEET IS EXISTING. 1 WAVEGUIDE BRIDGE PLAN SCALE: 1/16" =1'-0" , C ~ TING TO C LEG -CLIP WI U TRUIT (TYP) ~,~~0 C3 ~a OVERHEAD I 4~~G CABLE NEW 12" I~~QG CABLE TRAY ROUTE EXISTING G TOWER RE: 21A6.1 NEW EXISTING EQUIPMENT 220'H TOWER SHELTER 0 EXISTING VEL CCESS 121 WAVEGUIDE BRIDGE DETAIL SCALE: NTS RUN COAX UP EXISTING TOWER @ EXISTING COAX LADDER - SUPPORT @ % 4'-0" O.C. W/ COAX SUPPORT d BLOCKS AS REQD' ry RE 1/A6.1 FOR X Tn WAVEGUIDE BRIDGE zz ROUTING 0 N NEW 12" WIDE GALV. p GRATING WAVEGUIDE CHANNEL GALV. STEEL ANGLE MOUNTING BRACKET @ CABINET Z ENTRY PANEL BELOW EO t0 FACE OF NEW SHELTER d CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 INITIALS: DATE: PLANNING ARCHITECTURE INTERIOR DESIGN 1 k ) } -Z C SAl• 8142 WEST KEN CARYL AVENUE SUITE D LITTLETON, COLORADO BDI28-SM (383) 872-9974 ceteeN7®mh-at O 2002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECKLY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. N E e NEXTEL West Corp, Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4836 VAN GORDON STREET. WHEAT RIDGE, COLORADO OW33 PROJECT NO. CO-0343 P.O. A 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 0-26-0 ISSUE OOB 0-15-0REVIEW 001 10-22-02 REVISION SHEET TITLE WAVEGUIDE BRIDGE DETAILS SHEET NUMBER A6w 1 I 0 a c v O 0 Q cn N 0 U 0 0 M Q v w r 0 2 m 0 U z zE J Wa 3N o°o 0 a e U Q0 ao ~w m 4)0 V) :::;a I EXTERIOR GROUND BAR SCALE: NTS 14-F- SEALANT AT ALL PENETRATIONS TO WALL, TYPICAL WALL MOUNT'G BRACKET COPPER BUSS WALL C 1/4"x 21'x 4"W. 6/8" BOLT INSULATOR NEWTON #3061-4 EXTERNAL MOUNTING DETAIL 00 00 oeeeoeeeoo v ° 8 88 8888888888 #2 AWG OR #6 AWG STRANDED JUMPER WI BURNDY COMPRESSION LUGS TO SECURE TO EXTERNAL GROUND BAR BY GENERAL CONTRACTOR REFER TO LUG CONNECTOR DETAIL. NEW COAXIAL GROUND KITS WI BURNDY LONG BARREL COMPRESSION LUGS W/ TWO (2) 318" DIA BOLTS AND LOCK WASHERS. USE ANTI CORROSVO GREASE AT THESE CONNECTIONS. NEW 114'x 21'x 1/4" THK COPPER GROUND BAR SUPPLY AND INSTALL BY GENERAL CONTRACTOR REFER TO 3/A7.1 7116"TYP 112"TYP. EXOTHERMIC WELD PARALLEL LEAD CONDUCTORS TO BUS BAR & TO GROUND RING 5 GENERAL NOTES: GROUNDING 1. GROUNDING LAYOUT MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. THE BUILDING GROUND LOCATION SHALL BE APPROVED BY THE ELECTRICAL ENGINEER OF RECORD. NOTIFY PROJECT MANAGER OF ANY DIFFICULTIES INSTALLING TO GROUNDING SYSTEM DUE TO SITE OR SOIL CONDITIONS. 3. GROUND TEST: CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM. PROVIDE TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED 5 OHMS, IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 6OHMS, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED. COORDINATE WITH NEXTEL. 4. ALL GROUND WIRE SHALL BE #2 SOLID BARE TINNED COPPER, UNLESS OTHERWISE NOTED. PROVIDE GROUND CONDUCTORS TO GROUND RODS AS INDICATED ON GROUNDING PLANS. GROUND RODS SHALL BE 5/8"x10'-0" COPPER CLAD STEEL RODS OR OR XIT RODS AT 19-9' MIN. SPACING, 16-0" MAX. SPACING. COORDINATE WITH NEXTEL 5. CONNECTORS: ALL ABOVE-GRADE INTERIOR GROUNDING CONNECTORS SHALL BE TWO-HOLE, COMPRESSION TYPE. ALL BELOW-GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTORS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CAD WELD TYPE EXCEPT AS OTHERWISE INDICATED. VERIFY CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. 6. ALL EXPOSED GROUNDING CONNECTORS TO BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS 'NO-OXY-,-HOALOX",OR"PEMETROX". VERIFY PRODUCT WITH PROJECT MANAGER. T ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. 8. RACEWAYS: ALL EXPOSED GROUNDING CONDUCTORS SHALL BE ROUTED IN PVC RACEWAY. PVC RACEWAY MAY BE FLEXIBLE OR RIGID. GROUND CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIPMENT. MAINTAIN 18' CLEARANCE AWAY FROM ALL CONDUIT & ELECTRICAL PANELS / EQUIPMENT. 9. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND THE OTHER METALLIC COMPONENTS WITH #2 GROUND WIRES AND CONNECT TO INSULATED, SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW ANTENNA AND RADIO FR.. SPECIFICATION FOR GROUNDING. REF: CURRENT MOTOROLA R56 STANDARD. SEE PROJECT MANAGER. 10. GROUND COAXIAL SHIELD AT TRANSITIONS USING MANUFACTURER'S GUIDELINES 11. GROUND CONDUCTOR BENDS: - MINIMIZE # OF BENDS. - MINIMUM BEND RADIUS FOR #2 OR SMALLER SHALL BE 8INCHES. - MINIMUM BEND RADIUS FOR 4/0 IS 12 INCHES. - MINIMUM BEND RADIUS FOR OVER 4/01S 24 INCHES. 12. GROUND RING CONNECTOR TO GROUND ROD - USE CADWELD TYPE P.C. 13. GROUND LEAD CONNECTION TO STEEL CABINET - USE CADWELD TYPE G.Y. 14. PREFAB SHELTERS INTERIOR GROUNDING BY CABINET MANUFACTURER. 15. TENANT IMPROVEMENT & SITE BUILT SHELTERS, INTERIOR GROUNDING BY CONTRACTOR 16. DEDICATED GROUND CONDUCTORS SHALL NOT PASS THRU METALLIC OBJECTS WHICH FORMS AN INDUCTIVE CHOKE BY SURROUNDING GROUND CONDUCTORS 366°AROUND. 17. FOR HALO SPECIFIC REQUIREMENTS REFER TO NEXTEL STANDARD SPECIFICATION SECTION 2-1.07 3 INTERIOR GROUND BAR SCALE: NTS ----WALL ISOLATOR (NEWTON 3061-4) MOUNT AT 6'-0" AFF. OR TO UNDERSIDE OF CABLE ENTRANCE V4 COPPER BUSS 1/4' x 21' x 4'W WALL MOUNTING BRACKET NEWTON A-6065 INTERNAL MOUNTING DETAIL CONTINUOUS HALO/ NONESSENTIAL CURRENT PULSES GROUNDING REFER TO 3/A7.1 oeooo a000 moo :r • 8888 8888 888 7/16"TYP 1/2" TYP. DOUBLE LUG PARALLEL LEAD CONDUCTORS CADD WELD TO GROUND RING NOTES: 1. ALL #2 AWG CONDUCTORS WILL USE TWO HOLE LUGS 2. ALL FIELD SIZE LUGS WILL CONFORM TO NEMA STANDARDS. 2 GROUND TEST WELL DETAIL SCALE: NTS GROUND WELL INSTALL CADWELD FLUSH WITH GRADE GRADE Cl) #2 BARE,TINNED, SOLID COPPER GROUND RING CONDUCTOR E:5/A70#4 5 8^ x 10'-0" GROUND ROD 1 GROUNDING STANDARDS - SITE DIAGRAM SCALE: NTS ,f 111\ J I / I NOTE: INTERIOR GROUNDING & HALO II BY CABINET MANUFACTURE I SEE GENERAL NOTES Zt=-777 7, 24X24 HOFF BOX METER DISC SWITCH J GROUND PER POWER / COMPANY REGULATIONS RE: ELECTRICAL I TELCO PORT 10'-0" MIN. BETWEEN RODS GROUND TO GATE WITH FLEX CONNECTOR (TYP) NOTE: SYMBOL DESCRIPTION ' GROUNDING LEGEND 1. THIS DRAWING IS DIAGRAMATIC IN NATURE - SEE OTHER DRAWINGS FOR EXACT CONFIGURATION. - 5/8" x 10'-0" COPPER CLAD STEEL GROUND ROD 2. AL.I.. DATA THIS SHEET IS EXISTING. S ]Tt INSPECTION WELL EXOTHERMIC WELD (CADWELD/THERMOWELD) ■ MECHANICAL CONNECTION PVC JACKET TO 18" MIN. BELOW GRADE NEW GROUND RING @ SHELTER TEST WELL AND POLE (TYP) RE: GROUNDING (TYP OF 2) :l- NOTES 4RE: 2/AT0 ® ! l 1 1 I AIC UNITS (TYP) - - CIVIL - - BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 INITIALS: PLANNING ARCHITECTURE INTERIQRPESIGN !I a Ii /r r^, Al CS- 9142 WEST NEN CARYL AVENUE SU- w LLTTLETON, COLORADO 90128-5252 (302) 932-9974 -4ldyomno., N ® 2002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECIO.Y ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. 0--all NBC-; NEXTEL West Corp. IND. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4836 VAN GORDON STREET WHEAT RIDGE, COLORADO 80033 PROJECT NO. CO 0343 P.O. N 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 10-26-00 ISSUE 008 0.15-02 REVIEW 001 0-22.0 REVISION 1 SHEET TITLE GROUNDING STANDARDS SHEET NUMBER A7.O I N 0 0 C O P 0 m N 0 m O U 0 0 F e0 F Q v v m 3 c 0 c U 2 JE rWr W~ Z (.1 . 8C11 1V U Ito %0 0r y~ -.n 4 GROUNDING DETAILS O INTERIOR CABLE TRAY SCALE: NTS I U IN 1 LKIUN GROUND BU: CABLE TRAY CABLE TRAY (REFER TO D CABLE TRAY DOUBLE LUG FOR ALL CONNECTIONS FLAT WASHERS BOLTS BURNDY COMPRESSION LUG 6 AWG GREEN INSULATED COPPER WIRE DETAIL B - LADDER RACK CABLES FU OWNER&I BY ANTEW TWO-HOLE CADWELD BOND TO E 112" PVC SL RE: 5/A7.0 3 FINISHED CEILING SURGE ARRESTOR MOUNTING BRACKET FURNISHED BY OWNER & INSTALLED BY ANTENNA CONTRACTOR. SURGE ARRESTOR FURNISHED BY OWNER & INSTALLED BY ANTENNA CONTRACTOR. TWO-HOLE LUG CRIMP MASTER GROUND BAR BY BUILDING MANUFACTURER TINNED GROUND LEAD TO GROUND RING PVC SLEEVE AT 45" ANGLE NUT&-- STAR WASHER 2 ANTENNA GROUNDING CO ANTENNAS SCALE: NTS ANTENNA(S) PER PLAN GROUND KIT ° ANTENNA MOUNTING ASSEMBLY COAX CABLE EXOTHERMIC WELD GROUND WIRE 0 son eaeee eae •ttttt itttti tttt ' TO GROUND ATTACHED DOUBLE-LUGGED GROUND RE: 11A7.0 LEADS TO MASTER GROUND BUS BAR rI EQUIPMENT GROUNDING SCALE: NTS 1 EQUIPMENT GROUNDING ON"J"HOOKS OR LADDER RACK MASTER GROUND BAR BY BUILDING MANUFACTURER. CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 835-3858 ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 INITIALS: DATE: PLANNING ARCHITECTURE INTERIOR DESIGN C~~l 8142 WEST KEN CARYL AVENUE SUITE D-3 LITTLETON, COLORADO S01255252 (343) 9321974 cste 1dypnhannt 02002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECNIY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. 0-111 0 N E D ff. NEXTEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 48M VAN GORDON STREET WHEAT RIDGE, COLORADO 80093 PROJECT NO. CO-0343 P.O. # 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 0-28-0 ISSUE 008 015-0 REVIEW 001 0.22-0REVISION 1 SHEET TITLE GROUNDING STANDARDS SHEET NUMBER A7.1 DETAIL A - LADDER RACK 3 RF CABLE GROUNDING DETAIL SCALE: NTS f 0 0 U 2 0 z J 0 0 N a N 0 U 0 0 H m v 3 0 U z z JE W 2N o°o ON BUN m U po CL ~w ro k a0i0 a GROUNDING BUS BAR DETAIL TO ANTENNA MOUNTS TO CABLE GROUND 0 000 000000000000 SECTORI KITS 00000000000000000000 000000000 00000000 TO ANTENNA MOUNTS TO CABLE GROUND 0 000 000000000000 SECTOR2 KITS 00000000000000000000 000000000 00000000 ® TO ANTENNA MOUNTS TO CABLE GROUND 0 000 000000000000 SECTOR3 KITS 00000000000000000000 000000000100000000 TO CABLE GROUND KITS ROOF TOP TO GRADE LEVEL OR TOP OF MONOPOLE TO GRADE LEVEL SCALE: NTS GENERAL NOTES 1. ALL BUS BARS TO BE 114" X 4"X 21" SOLID COPPER 2. PROVIDE "NO OX" SPECIAL COATING ON ALL MECHANICAL CONNECTORS TO BUS BAR. 3. SECURE ALL BUS BARS TO MOUNTING SURFACE Wf NEWTON 3061-4 INSULATION OR SIM SHELTER. 4. REFER TO GROUNDING NOTES & DETAILS ON SHEET ATO TO CABLE TRAY TO GPS SYMBOL LEGEND MOUNTS & CABLE 0 00011000 00 0 0 0 MECHANICAL GROUND 00000000000000000000 CONNECTION KITS 0000000002 JR00000000 TO CABLE GROUND KITS 0 0000000 00000000 00000000000000000000 000000000200000000 A EXOTHERMIC WELD TO CABLE GROUNDING KITS EXTERIOR r 0000000000000000011 00000000000000000000 100000000000000000 SHELTER TO INTERIOR GROUND RING (HALO) f INTERIOR I-----_~~ EQUIPMENT 00000000000000000 00000000000000000000 '100000000000000000 ----GROUNDROD- LOCATE IN GROUND FIELD IN (E) LANDSCAPE BED METER SOCKET GROUNDING @ GROUND -PANEL "A", MAIN DISCONNECT TRANSFER SWITCH AND SURGE ARRESTER SAFETY METER SOCKETIMAIN DISCONNECT SECURE TO BLDG. (BY CONTRACTOR) EXTEND PVC TO (MIN.) 18" BELOW GRADE 42 SOLID BARE TINNED COPPER, CONTINUOUS TO GROUND RING IN 112" PVC SLEEVE (BY CONTRACTOR) TO GROUND BUS BAR @ ROOF LEVEL SCALE: NTS ELECTRICAL SERVICE DETAIL @ GROUND LEVEL s_ iSCALE: NTS CADWELD CONNECTION TO INTERIOR BUSS BAR CADWELD CONNECTION TO EXTERIOR BUSS BAR •112" PVC #2 CU. SOLID 112" PVC -TO MASTER INTERIOR GROUND BAR MOUNTED IN PVC SLEEVE ATTACHED TO WALL (TYP.) 112" PVC SLEEVE WITH POLYSEAM SEALANT TO MAIN BUILDING GROUND ~I~ FINISH ROOF 11 CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 835-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 DA PLANNING ARCHITECTURE INTERIOR DESIGN {4.~f r1't Ir~ ~tr) 1 ~l Z_ C S Ai 9142 WEST KEN CARYL AVENUE SUITE w LITTLETON, COLORADO 60128-SM (393) 9328974 CstxIdy6.1 _t ® 2002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECIQY ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. N NEXTEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4836 VAN GORDON STREET. WHEAT RIDGE, COLORADO 80033 PROJECT No. CO-0343 P.O. i 539873 SGP tEV. DATE ISSUED FOR 000 0-26-0 ISSUE OOI 015-0 REVIEW 001 0-22- REVISION /t GROUNDING STANDARDS A7.2 I 0 0 f z z a z 0 0 a m 0 U O 0 a F_ a m m a c 0 aP U 0 z z wE WT ZN CIA 00 00 'q h" 9 0 ap ~w 00 Na GENERAL NOTES 1. THE INTERNAL HALO GROUNDING RING SHALL BE INSTALLED SUCH THAT IT ENCIRCLES THE INTERIOR OF THE SHELTER, WITH OPPOSITE ENDS OF THE HALO CONDUCTOR CONNECTING TO THE INTERIOR SINGLE POINT GROUND BUS BAR WITH EXOTHERMIC. 2. THE GROUND BUS WIRE IN EACH ROW OF CABINETRY SHALL BE A MINIMUM AWG #2 SOLID STRANDED, TINNED GREEN-JACKETED COPPER WIRE. EACH GROUND BUS WIRE SHALL BE CONNECTED TO THE GROUND BUS BAR. 3. EACH ROW OR RACKS OF EQUIPMENT SHALL BE CONNECTED TO THAT ROW'S GROUND BUS VIA A MINIMUM AWG #6 SOLID OR STRANDED, TINNED GREEN-JACKETED COPPER WIRE. 4. THE EQUIPMENT CONNECTION SHALL BE MADE WITH AWG #6 OR LARGER STRANDED GREEN JACKETED COPPER CONDUCTORS. 5. THE INTERIOR GROUND BUS BAR IS MOUNTED INSIDE THE BUILDING AND GROUND TO THE EXTERNAL GROUND SYSTEM VIA A MINIMUM AWG #2 SOLID TINNED, COPPER WIRE, INSIDE OF (2) PVC CONDUIT TO MIN 18" BELOW GRADE. 6. DO NOT RUN BARE CONDUCTORS IN ANY METALLIC CONDUITS, RACEWAYS, OR CABLE TRAYS USE PVC CONDUIT. T A MINIMUM BENDING RADIUS SHALL BE 81NCHES FOR GROUND CONDUCTORS. ALL GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AS POSSIBLE. ALL GROUND CONDUCTORS SHALL BE SEPARATED A MINIMUM OF 2 INCHES FROM SIGNALICONTROL, ANTENNA/TRANSMISSION LINES, AND A/C POWER CABLES/CORDS. 8. ALL DATA THIS SHEET IS EXISTING 3 MASTER GROUND BUSS SCALE: NTS CONTINUOUS HALO! NONESSENTIAL CURRENT PULSES GROUNDING #6 AWG TO POLYPHASER GROUND TAB #2 AWG STRAND GREEN INSULATED WIRE TO HALO 000000 000 00000 0 00000 0 0000 0 #2 AWG EQUIPMENT 0 0 0 0 0 0 0000 GND BUSS #6 AWG EQUIPMENT GND BUSS #6 AWG TO (2) #2 AWG TINNED EQUIPMENT SOLID TO GROUND RING (EXTERNAL) 2 HALO RING ATTACHMENT DETAIL SCALE: NTS CEILING OF SHELTER WALL OF SHELTER #2 AWG STRANDED 2" MIN. COPPER SCREW AND WASHER PVC STAND-OFF NOTES: 1. HALO GROUND RINGS SHALL USE AWG #2 STRANDED COPPER. THESE CONDUCTORS SHALL BE BARE AND SHALL BE MOUNTED ON STAND-OFFS. 2. THE HALO GROUND RING SHALL BE ACCESSIBLE AND SHALL BE LOCATED APPROXIMATELY 6 INCHES BELOW THE CEILING. INTERIOR GROUNDING SYSTEMS SCALE: NTS HALO ATTACHMENT RE: 2/A7.3 INTERIOR HALO GROUNDING RING RE: 5IA7.3 GROUND BUS WIRE CABLE TRAY ® TO EXTERNAL - GROUND RING STATIONS, CABINETS, GROUND BUS GROUND BUS WIRE OR RACKS - RE: TAT3 BARS DIST J PANE CONNECTIONS RE: LEGEND DOOR & DOOR FRAME GROUNDING RE: 4/A7.3 HVAC CONTROL OMNI DIRECTIONAL OR NON-DIRECTIONAL SPLICE BURNDY TYPE YC-L C-TAPS CRIMPED TO MIN. 8" 12 TONS MIN. RADIUS BENDS I GROUNDING LEGEND SYMBOL DESCRIPTION --f"- OMNI & NON-DIRECTIONAL SPLICE DETAIL ® I EXOTHERMIC WELD (CADWELDITHERMOWELD) OMNI & NON-DIRECTIONAL SPLICE DETAIL ■ 1 MECHANICAL CONNECTION CIVIL BRENT ENGINEERING (303) 2700082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3658 MECHANICAL ELECTRICAL DENNIS GREVEL, RE (303) 9331048 PLANNING ARCHITECTURE INTERIOR DESIGN I, irk G C SIM 9442 WEST KEN CARYL AVENUE aOTE - u7TLETON, COLORADO 9D128,W z 1343) 9324974 _t_jdyQndwnet ® 2002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECIO-Y ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. ta-■ 9 NLA NERTEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4836 VAN GORDON STREET. WHEAT RIDGE. COLORADO 80033 PROJECT NO- CO-0343 P.O. # 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 026- ISSUE 006 015-0. REVIEW 001 022-0REVISION 1 SHEET TITLE GROUNDING STANDARDS SHEET NUMBER A7.3 I 0 O W M N O m O D 0 g YFM Q d v m S' c U z z J E W~ WT zN ON !2 n D CF ao ~w 00 (L 2 ELECTRICAL SPECIFICATIONS GENERAL CONDITIONS: SCOPE OF WORK; PROVIDE SERVICE TO NEXTEL 10) THERE SHALL BE NO PVC CONDUIT INSIDE SHELTER; NEXTEL SHELTER IS PROVIDED BY Of THE BUILDING. IF UNDERGROUND IT SHALL OTHERS; INTERNAL WANG H SHELTER IS SHOWN , BE CHANGED TO STEEL CONDUIT PRIOR TO FOR REFERENCE ONLY. ENTERING THE BUILDING. - THE CONTRACTOR SHALL INSTALL THE 11) PROVIDE ALL FLEX CONNECTIONS TO ALL ELECTRICAL SYSTEM PER THE NEC. AND ALL EQUIPMENT AND TRANSFORMERS. SEALTITE LOCAL, FIRE DEPARTMENT AND SPECIAL LOCAL SHALL BE USED FOR ALL CONNECTIONS TO CODES. MOTORS, EXTERIOR EQUIPMENT AND KITCHEN - OBTAIN ALL NECESSARY LOCAL AND STATE EQUIPMENT. PERMITS IN ADDITION TO HAVING ALL WORK 12) WHERE CONDUIT PENETRATES WALLS INSPECTED BY APPROPRIATE AUTHORITIES. `e , CEILINGS AND/OR FLOORS, THE CONTRACTOR THE CONTRACTOR SHALL COORDINATE THE SHALL PATCH AROUND CONDUIT AS TO ELECTRICAL DRAWINGS WITH ALL OTHER PROVIDE A TIGHT SEAL AND THE SURFACE WILL PROJECT DRAWINGS AND TRADES PRIOR TO BE LEFT IN A CONDITION AS TO MATCH THE ANY ROUGH IN. EXISTING. - ALL MATERIALS AND EQUIPMENT SHALL BE 13) CONTRACTOR WILL NOT BE ALLOWED TO INSTALLED IN ACCORDANCE WITH USE'AC-,-MC','NM' TYPE WIRING SYSTEMS RECOMMENDATIONS OF THE MANUFACTURER WITHOUT THE WRITTEN PERMISSION OF THE AS APPROVED BY THE ARCHITECT AND/OR OWNER ENGINEER, AND TO CONFORM WITH THE CONDUCTORS: CONTRACT DOCUMENTS. THE INSTALLATION 1) ALL WIRE SHALL BE COPPER UNLESS SHALL BE ACCOMPLISHED BY WORKMEN OTHERWISE NOTED ON THE DRAWINGS SKILLED IN THIS TYPE OF WORK. - . 2) FEEDERS M4 AND LARGER SHALL BE XHHW ALL MATERIALS USED SHALL BE NEW AND OR THWN. SHALL BE UL LABELED. ' 3) TAG ALL FEEDER AND BRANCH CIRCUIT REVIEW AND COMPLY WITH ALL OF THE CONDUCTORS IN ALL ENCLOSURES JUNCTION GENERA CONDITIONS OF THE CONTRACT , BOXES, PANELS, ETC., TO INDICATE ITS CIRCUIT DOCUMENTS AND SPECIFICATIONS IF SO AND PANEL NUMBER FROM WHICH IT IS FED APPLICABLE. . BOXES: CONDUIT: t) ALL BOXES SHALL BE PER N.E.C. AND SIZED 1) CONDUIT TYPES SHALL BE PER N.E.C. PER CODE BASED ON THE NUMBER OF WIRES 2) MINIMUM SIZE IS 12' UNLESS OTHERWISE ENTERING OR LEAVING EACH BOX NOTED ON THE DRAWINGS AND SHALL BE 2) IDENTIFY ALL OUTLET, JUNCTION AND PULL INSTALLED IN A CONCEALED MANNER BOXES ACCORDING TO THE SYSTEM CARRIED 3) IF ALLOWED BY THE OWNER OR ENGINEER BY MEANS OF PANTED ON STENCILS OR CONDUIT MAY BE ALLOWED TO BE INSTALLED LABELS, WITH LEGIBLE LETTERS AND IN AN EXPOSED MANNER IN CERTAIN CONTRASTING COLORS AND WITHOUT LOCATIONS. IF EXPOSED, IT SHALL BE ROUTED ABBREVIATIONS. PARALLEL TO OR AT RIGHT ANGLES TO THE 3) ALL BOXES SHALL BE A MINIMUM OF 1-112' LINES OF THE BUILDING. RIGHT ANGLE BENDS DEEP BY 4' X 4' SQUARE OR OCTAGONAL WHEN SHAM BE MADE WITH STANDARD ELBOW'S. USED WITH FIXTURES UNLESS A LARGER SIZE WHERE EXPOSED AND BELOW6 FEET ABOVE IS REQUIRED BY THE DEVICE OR NUMBER OF THE FLOOR AND SUBJECT TO PHYSICAL WIRES BEING INSTALLED OR PER CODE. ALL DAMAGE IT SHALL BE EMT CONDUIT. BOXES SHALL BE PRESSED STEEL GALVANIZED 4) ALL EMT CONDUIT SHALL BE USED WITH TYPE U.O.N. ON THE DRAWINGS. BOXES FOR COMPRESSION FITTINGS AND ALL CONNECTORS MASONARY-BLOCK OR TILE WALLS SHALL BE SHALL BE OF THE INSULATED THROAT TYPE. SQUARE CORNERED TYPE. 5) ALL PVC CONDUIT SHALL BE SCHEDULE 40 PANELS: TYPE. 1) FURNISH TYPEWRITTEN DIRECTORY BOARDS 6) ALL CONDUIT THAT PASSES THROUGHA TO IDENTIFY EACH CIRCUIT. NOTE SPARE RATED FIREWALL OR FLOOR SHALL USE CIRCUITS ON DIRECTORY CARDS IN PEN APPROVED FIRESTOPS EVEN IF NOT SHOWN . 2) CLEAN OUT ALL DIRT AND DEBRIS N ALL ON THE DRAWINGS. ELECTRICAL EQUIPMENT, PANELS AND 7) ALL CONDUITS LEFT EMPTY FOR FUTURE SWITCHGEAR. USE SHAM HAVE A CONDUIT MEASURING TAPE 3) CONTRACTOR TO INSTALL ALL EQUIPMENT OF 200# TENSILE STRENGTH OR EQUAL PUIIED SO IT IS STRUCFURALLY SOUND AND DOES NOT INTO THE CONDUIT AND TIED OFF AT EACH END. AFFECT THE STRUCTURE ON WHICH IT IS 8) LABEL ALL CONDUITS AT ALL JUNCTION MOUNTED. BOXES, PANELS, ETC., AND ALL JUNCTION GROUNDING: AND GUI LE f BOXES SHALL BE PANTED WHITE ENAMEL ON THE OUTSIDE OF EACH BOX 1) PROVIDE ALL GROUNDS AS REQUIRED BY . 9) PROVIDE SUPPORTS PER N.E.G THE N.E.C. 2) ALL GROUNDS SHALL BE COPPER. 3) ALL GROUNDING ELECTRODES SHALL BE BONDED TOGETHER PER NEC 25050. ALARM RELAY SCHEDULE HID( TEMPERATURE ALARM FOR THE HIGH THDADSTAT TEMPERATURE ALARM CONTACTS ARE VOIED HOMNIY CJSEDI A TENPERATINE DECREASE (RISD TO 95 DEGREE F WILL OPEN THE CONTACTS O LW TEMPERATURE MAGI FOR THE LID/ THERMOSTAT D TEMPERATURE AURA CONTACTS ARE VW" NORMALLY R CUMM A TEMPERATLIK DECREASE WALL) TO 50 RED D ~ DEOROCS F VI LL O4N THE CONTACTS V I11= ALMM THE CONTACTS FOR THE W ETIC DOOR ALARM ARE VI ED IIOMNLLY CLOSED, VIEN Dot IS CLOSED, VAL WHEN WON S CT8 R OPENED, IADA WILL WE H STOKE DETECTOR CONTACTS FOR REMOTE SMOT DETECTOR SHILL. I NE VIM NORMALLY CLOSED. RED F R CENTRAL CORROLER 24ALL INDICATE ALARM UPON DO i m ACTIVATION W THE EQUIPMENT ROOM SIB DETECTOR. WON CONTACTOR SMALL INITIATE AIAIK NORMAL SIRRCE u 4eN tmre PONER FAIL ALARM URGE ARRESTOR ALAN A SET W NORMALLY C MMO RED CONITRMAJDt LE CONTACTS WILL WEN DINING ALARMED CONDITION, L EAVE DYADS TO INDICATING A FAILLE W SURGE ARRESTOR. REACH FLOOR CONNECTION BY OTHERS SPARES THESE MAIM POSITIONS ARE NOT USED, AND RED L ALL &ARM WRING SMALL ME PRESERVED FOR SPME14 THESE ARE DEIOMOED ;Ejwc NY K DID AVG SOLID VRE NY THE CUSTOMER AM THE OPTIONS VNON ARE RED' OED/DLACIO INSULATED, REQOE0. ALL ALARMS SH MU DY VRED !ORALLY rPYL~---ter.ED NON-SHEL.DED CAILE CALM A FAILURE SMALL WEN THE CONTACTS, N SA"" INISgi[NG AN ALARMED CONDITION. B NORMALLY CLOSED OVG NOTES: VX1 OIDI ON ALARMED CONDITION. 1. ALL ALARM WIRING SHALL BE 722 AWG. SOLID WIRE (RED/BLACK) INSULATED, NON-SHIELDED CABLE. 2. NORMALLY CLOSED (N/C) WILL OPEN ON ALARMED CONDITION. 3. CONTRACTOR SHALL PROVIDE CONTROL WIRING AS NEEDED. COORDINATE WITH NFXTEL. 11 1,1I ELECTRICAL SITE PLAN SCALE: 1"= 20'-0' POWER COMPANY: PSCO CONTACT: MIKE EASLER (303) 425-3955 13 FAULT CALCULATIONS ---1 VOLTAGE DROP CALCULATIONS: VDROP = .088 x 180FT x 100A =1 1000FT 1.8V =.013=1.3% 120V SHORT CIRCUIT CALCULATIONS: 1.73 x 180FT x 14,800A f 10,400 x 208V - 2.13 M= 1 =.3 1+2.13 .3 x 2.13A = 4,728AIC CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3856 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 INITIALS: PLANNING ARCHITECTURE INTERIOR DESIGN C VC-A 0 9142 WEST KEN CARYL AVENUE (SIS) D37-9974 MS_■ MS.- OR Y ~ i y aun,: w LITTLETMX, COLORADO W129SM tstecldyAwnho.net ®2002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECIG-Y ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. AT&T WIRELESS 000 10-26-OC ISSUE 001 0.22-0 REVISION 1 SHE" NUMBER NEETEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T 4836 VAN GORDON STREET. WHEAT RIDGE, COLORADO I0033 PROJECT NO. CO-0343 P.O. # 539873 DRAWN BY SGP REV. DATE ISSUED FOR 008 0.15-0 REVIEW SHEET TITLE ELECTRICAL SITE PLAN E1.0 \'-I f VLG YYl IYJ 4MYlV, L L TRANSFORMER TRANSFORMER 131_ ONE-LINE DIAGRAM SCALE NTS PROVIDED BY NEXTEL - - - - - 4# 3/0, 1#4 GND, / , 2"C ~ANDING UTTER 200A / 3PS DISCONNECT SWITCH W(200A i FUSES #4 COPPER TO GROUND ROD OR RING l I 40A NOTE 200A PANEL "LA" MFR BY ELECTRICAL EQUIPMENT & ENGINEERING, INC. (PROVIDED BY NEXTEL) TO INCLUDE THE FOLLOWING: A. 20OA/3P "WALKING BEAM" INTERLOCKED MAIN CIRCUIT BREAKERS. B. LOAD CENTER: 42 POLE 120/208V 30 4W NEW C. TVSS IMETER r -I \ (4# 3/0,1 # 4 GND)2"C 200A/3PSN DISCONNECT WITCH WIT SWITCH-LABEL "SERVICE I NEW POLE MOU TRANSFORMER IOOA W/ 40A MCB 120/208V 10 3W 12 POLE f - LOAD CENTER "LSB" 1. COORDINATE WITH PSCO TO DETERMINE EXACT SERVICE REQUIREMENTS. (GENERALLY CONTRACTOR TO FURNISH AND INSTALL SECONDARY & INSTALL POWER COMPANY METER). 2. VERIFY ALL UNDERGROUND POWER, SPRINKLER LINES, ETC., BEFORE TRENCHING. COMPACT SOIL TO 95 % TO PROCTOR DENSITY AND REPAIR GROUND TO ORIGINAL CONDITIONS. 1 ALL DATA THIS SHEET IS EXISTING 4# 3/0, 2"C !rJ #4 COPPER GROUND ROD D OR RING - BOND TO NEUTRAL 200A FUSES ED j PSCOI i 2 RECTIFIER CIRCUITING SCALE: NTS LABEL ALL CONNECTORS FOR FINAL CONNECTION BY NEXTEL. (EACH CIRCUIT WILL REQUIRE A SEPERATEGROUND) 1" LIQUID-TITE CONDUIT- LENGTH TO REACH FINISHED FLOOR W/ 36" OF EXTRA CONDUCTOR LENGTH. LIQUID-TITE #1 WILL CONTAIN CIRCUIT FOR RECTIFIERS #1, #2, AND #3 LIQUID-TITE #2 WILL CONTAIN CIRCUIT FOR RECTIFIERS #4, #5 AND #6 F11 f PANEL SCHEDULE SCALE: NTS PANEL LA 120/208 VOLTS, 3 PHASE, 4 WIRES, SN, 200 AMP BUS, 200 CB AMP MAIN 10,000 A.I.C . RATING (MINIMUM), NEMA 1 ENCLOSURE, SURFACE , MOUNTED MFG Re. I-LINE DESCRIPTION WIRE BKR POLE CKT V7A- 4 1 VA CKT POLE BKR WIRE DESCRIPTION A/C-1 AV35 25 1 1800 A 1500 2 12 RECTIFIER#1 3 1800 B 1500 4 5 1800 C 1500 6 0 #12 RECTIFIER#2 35 7 1800 A 1500 8 9 1800 B 1500 10 -ffl-2- RECTIFIER#3 11 1800 C 1500 12 12 15 13 250 A 1500 14 2 20 #12 RECTIFIER#4 K 15 250 B 1500 16 - 0 - 1 17 800 C 1500 18 RECTIFIER#5 CLES #T7 7F 19 360 A 1500 20 15 1 21 B 1500 22 2 20 #1 RECTIFIER#6 20 23 C 1500 24 ANEL B" #8 40 2 25 2210 A 26 SPACE 27 2060 B 28 PACE 29 C 30 31 A 32 33 B I- 35 C 36 37 A 38 39 6 40 41 C 42 HACR BR EAKER LOCK ON BREAKER PHASE A =VOLTAMPS PHASE 8 = 12080 VOELAMPS PHASE C = 12460 VOLTAMPS PANEL LOAD CALCULATIONS LIGHTING 800 VOLTAMPS X 1,26 = 1000 VOLTAMPS RECEPTACLES-1ST 10KVA 360 VOLTAMPS X1.00 = 360 VOLTAMPS RECTIFIERS 18000 VOLTAMPS X 100 18000 VOLTAMPS ° LARGEST MOTOR LOAD 5400 VOLTAMPS X 1.25 = 6750 VOLTAMPS " BALANCE OF MOTOR LOADS 5~)0 VOLT AMPS X1.00 = 5900 VOLTAMPS MISC LOADS 5128 Vol TAMPS X 100== 5128 VOLTAMPS 37138 TOTAL DEMAND VA 103 TOTAL DEMAND AMPS 120/208V 30 PANEL "LSB" (12 POLE SPLIT BUS SECTION) 1201208 VOLTS, 1 PHASE, 3 WIRES, SN, 100 AMP BUS, 40 AMP MAIN, 10,000 A.I.C. RATING (MINIMUM), NEMA 1 ENCLOSURE MOUNTED , DESCRIPTION WIRE BKR POLE CKT VA VA CKT POLE BKR WIRE DESCRIPTION LIGHTING #12 20 1 1 350 A 1500 2 2 25 #10 A/C #3 PC -24 4-P EX RE EPA LE 12 20 1 3 360 B 1500 4 CORD REEL #12 20 1 5 180 A 200 6 1 20 12 HVAC CONTROL MME ETC 0 12 20 1 7 207 -B 8 SPACE 9PTkrRE 20 1 9 A 10 SPARE 20 1 11 B 12 I* nt✓rt ~Ircwl r t3rctwmtK PHASE A = 2210 VOLTAMPS PHASE B = 2060 Vol-TAMPS PANEL LOAD CALCULATIONS LIGHTING 350 VOLTAMPS X 1.25 = 458 VOLTAMPS RECEPTACLES-1ST 10KVA 540 VOLTAMPS X 100 = 540 VOLTAMPS LARGEST MOTOR LOAD 3000 VOLTAMPS X 1.25 = 3750 VOLTAMPS MISC LOADS 400 VOLTAMPS X 1.00 400 VOLTAMPS 5128 TOTAL DEMAND VA 247 TOTAL DEMAND AMPS Q 120/208V 10 .X CIVIL BRENT ENGINEERING (303) 270-0082 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3858 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 INITIALS: DATE: PLANNING ARCHITECTURE INTERIOR DESIGN CSAI* 9142 WEST KEN CARYL AVENUE SUITE - LITTLETON, COLORADO 991285252 1393) 93&997, cste ld=h-t m 2002 THIS DRAWING IS COPYRIGHT PROTECTED. AND IS THE SOLE PROPERTY OF CHAR ES STECKL Y ARCHITECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. P`m o NEDC-mm NEXTEL West Corp. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4876 VAN GORDON STREET. WHEAT RIDGE, COLORADO 8M33 PROJECT NO. CO-0343 P.O. # 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 0.26-0 ISSUE 008 0-15-0 REVIEW 001 0-22-0 REVISION 1 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER EZ.o #1 #2 I 0 0 0 w 0 0 U 0 0 WI Q m m 3 2 E U m zE J O HN w oiz a aN P! N ~u eU a0 m k -a- 4 1 LIGHTING PLAN I SCALE: 1/4" =1'-0" NEW 4"X48" FLUORESCENT LIGHTING MOUNTED TO CEILING (TYP OF 15) 1 THIS PLAN IS DIAGRAMMATIC REFER TO ARCHITECTURAL FOR EXACT PLAN LSB-1 11 LA-17 NEW CEILING MOUNTED NEW PANEL BOARD'lA' 2 POWER PLAN SCALE: 1!4" =1'-0" LA-1,3,5 LSB-2,4 LA-7,9,11 LA -13,15 AC fix AC C 3 Z 9 9 9 9 O 5 LSB-5 8x8 HOFF, BOX PWR PWR BAY BAY 1 2 1 2 BAY 3 BAY 4 BAY BAY 5 6 O LSB-7 r NEW TELCO 3 D BOARD 2 4O 1 LSB - 3 24 X 24 HOFF. Box PWR PWR BAY BAY BAY BAY BAY BAY LSB - 6 1 2 1 2 3 4 5 6 DIGITAL THERMOSTATIC _4 LA-19 NEW PANEL CONTROLLER BOARD'LN METER BASE DISC. SWITCH GFIOUTLET WESTECH 6 PANEL THIS PLAN IS DIAGRAMMATIC REFER TO ARCHITECTURAL FOR EXACT PLAN CONFIGURATION. 3 LIGHTING PLAN KEY NOTES NTS 4 `d NEW 4'-0" LONG TWO LAMP OPEN STRIP FLUORESCENT FIXTURE WITH ELECTRONIC BALLAST & WIRE GUARD, 120 VOLT. PROVIDE T8 LAMPS WITH CRI @ 75 AND COLOR TEMP. OF 3000"K AS MFG. BY SYLVANIA F032f730. PROVIDE EMERGENCY BATTERY BACK-UP BALLAST IN FLUORESCENT FIXTURE. EMERGENCY BALLAST SHALL BE CONNECTED AHEAD OF SWITCH, PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. BATTERY SHALL BE SUITABLE FOR 90 MINUTE OPERATION. BALLEST SHALL OPERATE SPECIFIED LAMPS AT 1350 TOTAL INITIAL LUMENS. EMERGENCY BALLAST SHALL BE UL LISTED MODEL B50 AS MANUFACTURED BY: "THE BODINE COMPANY" OR EQUAL. SUBMIT SPECIFICATION SHEET TO ARCHITECT FOR APPROVAL PRIOR TO ORDER. MOUNT NEW EXTERIOR LIGHT @ 8'-0". PROVIDE MOTION SENSOR - REDDOT CATALOGUE #VMG-C VAPORTIGHT JELLY JAR WITH GUARD 10OW 120V (UNSWITCHED) NOTES: 1. ELECTRICAL CONTRACTOR TO INSTALL CONDUIT AND WIRE FOR HVAC CONTROLS, ELECTRICAL, AND TELCO. 2. DRAWINGS TO THE LEFT ARE DIAGRAMMATIC IN NATURE - REFER TO ARCH. SHEETS FOR EXACT LAYOUT. 3. ALL DATA THIS SHEET IS EXISTING. 1 POWER PLAN KEY NOTES NTS 1 12"X1 2"X6" J-BOX BEHIND PRIMARY POWER BAY FOR CONNECTION OF RECTIFIERS, PROVIDE (2)1" LIQUIDTIGHT FLEXIBLE CONDUITS FROM J-BOX FOR PRIMARY POWER CIRCUITS. (1) CONDUIT TO CONTAIN (3) 2 POLE CIRCUITS: LA- 2, 4, 6, 8,10,12 & (1) CONDUIT TO CONTAIN (3) 2 POLE CIRCUITS: LA -14,16, 18, 20, 22, 24. PROVIDE 90" ENDS FOR EACH END OF CONDUIT, LENGTH OF CONDUIT TO REACH FINISHED FLOOR WITH 36" OF EXTRA CONDUCTORS, LABEL ALL. CIRCUIT CONDUCTORS FOR FINAL CONNECTION BY NEXTEL. a/' PRIMARY CIRCUITS 6#12 & 3#12 G. IN 1" C. TO CIRCUITS LA- 2, 4, 6, 8,10,12. 3 SECONDARY CIRCUITS 6#12 & 3#12 G. IN 1" CONDUIT TO CIRCUITS LA -14,16,18, 20, 22, 24. V4 120 VOLT SMOKE DETECTOR, GENTEX MODEL #9170009. COORDINATE LOCATION IN FIELD w( NEXTEL FIELD MANAGER. RE: 21E1.0 ALARM RELAY SCHEDULE. 5 PROVIDE 30' MIN. CABLE REEL MOUNTED ON OWNER PROVIDED CABLE TRAY. CABLE REEL SHALL BE APPLETON RE-1519G WITH DUPLEX RECEPTACLE & RE-PSB-1 BALL STOP. 6 TWO PIECE MAGNETIC DOOR ALARM, SENTROL. #1085TWH, RUN SIGNAL WIRE TO CABLE RRAA~C~K ABOVE CONTROLLER, LEAVE SUFFICIENT LENGTH TO REACH FLOOR FROM CABLE ~7 TELEPHONE TERMINAL BACKBOARD 4'x4'x314" PLYWOOD. SKIM COAT AND PAINT TO MATCH WALL. REFER TO ARCH. DWGS. PROVIDE 4-PLEX AS SHOWN. 20"x4"x114" COPPER BUS BAR MOUNTED BELOW THE CABLE ENTRY. SECURE TO TRAY USING 2" "GLASTIC" INSULATORS RUN #4 INSULATED CU TO GROUND RING. 9 INTERNAL DISC. SWITCH PROVIDED WITH HVAC UNITS. CIVIL BRENT ENGINEERING (303) 270-0002 STRUCTURAL MARV MILLER, P.E., P.T., LTD (720) 635-3058 MECHANICAL ELECTRICAL DENNIS GREVEL, P.E. (303) 933-7048 PLANNING ARCHITECTURE INTERIOR DESIGN j (i It.c ~1 CSA1* 914211E3T KEN CARYL AVENUE SUITE D3 LITTLETON, COLORADO NH28-9292 (303) 932-9974 estesMyNmho.net ® 2002 THIS DRAWING IS COPYRIGHT PROTECTED, AND IS THE SOLE PROPERTY OF CHARLES STECKLY ARCHRECTURE, INC. THE USE OF THIS DRAWING IS INTENDED SOLELY AS AN INSTRUMENT OF SERVICE FOR THE PROJECT INDICATED. NEXTEL West Corp. inc. 4643 South Ulster Street Suite 507 Denver, Colorado 80237 WHEAT RIDGE AT&T AT&T WIRELESS 4836 VAN GORDON STREET. WHEAT RIDGE, COLORADO 80033 PROJECT NO. CO-0343 P.O.41 539873 DRAWN BY SGP REV. DATE ISSUED FOR 000 0-26-0 ISSUE 006 0.15-0 REVIEW 001 0.22-0 REVISION 1 SHEET TITLE LIGHTING - POWER PLAN SHEET NUMBER E3.o 0 s ~ it O Z O m ~ 0 m 2 fJN a ~ C- Q v ~ ~ • <3 m m m < r ~c t y ~e 7 m _ ° 7 ay a A m L ~ ~ ~ O ya ~ ay ~ V r m ~ a O ~ m e o r•F , ~ c' ~ ~ w 3 0 r 0 ~ y n W O t ~ 0 c o a \ O M 7 Q N p O Ip ■ ~ 'w \ ncp N~ ° 91 9 0 m m 3 R G ~ N m , N °_6 ° ~ IG Cl o a 5 'e w =w D ~ ~ cn v m C ~ v ~ ~ v ~ ~ 3 ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13116 BUILDING INSPECTION LINE - 303-234-5933 Date : 11/14/01 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: GENE PIETRO Property Address : 4830 VAN GORDON ST Contractor License No. : 17840 Phone: Company : American Awning Co. Phone : 422-7949 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $83.25 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or co plan RBVieW Fe8 : $0.00 venants, easemeMs or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this Use TaX : $43.50 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat R^gedinanc,~r work under this permit Total : $12675 (OWNER)(CONTRACTOR) SIGNED 4~0 DATE/ J~l075 Use: I Description : PARTIAL REROOF. FELT & 25YR ASPHALT BUILDING DEPARTMENT USE ONLY °,r~0 SIC : Sq. Ft. : Approval: Zoning : INOW,,~ Approval : 040.1~' Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in accortlance wilh the pmvisions set forth in yopur application antl is subjecl to ihe laws of ihe State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (60) days from issue date or (B) lhe building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in the original plans antl specificalions antl any suspension or abantlonment has nol exceetletl one (t) yeac If chan9es are matle or if suspension or abandonment exceeds one ('I) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done ihat will change the natural Flow of water causing a drainage problem. (5) Coniractor shall notiry ihe Building Inspector hventy-PoUr (24) hours in advance for all inspections antl shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The i ce of a p it or the appmval of drawings antl specifcations shall not be construed to be a permit for, nor an approval of, any violation of the on o 14 g codes or any other ortlinance, law, rule or regulation. ~ Chief Buil g spector oF wHEqT DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 B°i1~IIg Permit Number: = P Date: CITY OF WFIEAT RIDGE 7500 WEST 29TH AVENUE c°~oRPa° WHEAT RIDGE, CO 80215 -(303-23p5-~2p85v,5y)~p, 4~PH~"iK ~13 dN4 Property Owner: G- 5,l/~ 101E y nD Property Address: ~ q O [/,QN ~p /100/I~ s T~ Contractor License No.: /7~ ~f~ Phone : Company: ~O~O/1N-WO S~r-rL ~ Phone: O WI`7ER/CONTRACTpR SIGNATORE pF UNDERSTANDING AND qGREEIIENT I hereby certify that the setback dista¢ces proposed by this peanit application aze accuratq and do not violate applicable ordinances, rules or regula4ons of the City of Wheat Ridge or covenants, easements or restric4ons ofrecord; that alI measurements showq and allegations made are accurate; that I have read and agree to abide by aIl conditions printed on this application and that I assume fiill responsibiliry for compliance with the Wheat Ridge Bui(ding Code (U.B.C) and ali other appficable Whea[ Ridge Ordinances, for work under this pertnit./ (OWNER)(CONIRACI'OR): SIGNED DATE Description: ~ f2 ~t 1 12 C i2OD ~ ~EL 1`- V- a ~ BUILDING DEPARTMENT USE ONLy 7COMMENTS: SIC: Sq.Ft.: OMMENTS: Approval: PUBLIC WORKS COMMENTS: ' Approval: Occupancy: Walls: RooE Stories: Residential Units: Construction Value: o~ gd0 Perxnit Fee: Plan Review Fee: Use Tax: TOt31: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: (1) Tfus petmit wat issued in acwrdaace vnrh the provisious set forth in your applicatiou and is subject to the laws of the State of Colarado and m the Zouing Regulatious and Building Cqdes of Wheat Ridge, Colorada or my other appiieable ordinances of the City. (Z) This peemit shall expire if (A) thc work authoriud is no[ commenced within sixry (60) days from issm date or (B) t6e b,iilding autEoriud is suspenCed or abmdoned for a period of 120 days. (3) Iftltis pumit exp'ues, a new pecmit may be acquired for a fee of orte-half the amovnt uormally mqu'ved, provided no changes have been or will be made in the origiuel plans and specifications mmd anysnspmsion or abandaomevthas not wcceeded one (1) year. If changes have been orifsuspe¢sion or abavdoument ezceeds one (I) year, full fees shalf he paid for a new persuit (A) No work of my mamer shall be done that will cLange the vatural flow of wata causing a drainage problem. (5) ContractorshallnofifytheBuildingInspecrortwenty-fou.(24)haursinadvanceforallinspecfiovseudshallreceivewrittenapprovaloninspectloncardbefore proceeding with successive phazes of thejob. . (6) Tlie issuauce of a pennit or the approval of drawings and speci5cafioas shall not be wnswed ro 6e a pumit for, nor an approval of, my violatiov of the provisions of the btilding codes or my other ordinauce, law, mle or regulaaon. Chief Building Inspector ; DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11573 BUILDING INSPECTION LINE - 303-234-5933 Date : 12/5/2000 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 4830 VAN GORDON ST Phone : 472-0217 Contractor License No. : 20786 Company : Allcomm, Inc. Phone : 462-1118 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not vioiate applicable ordinances, rules or regulations of the Cdy of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and aaree to abide by all conditions printed on this application, and that I assume full responsibility for eomPliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value Permit Fee Plan Review Fee Use Tax Total $130,000.00 $1,161.75 $0.00 $1, 950.00 $3,111.75 Use: Description : CELLULAR TELEPHONE FACILITY AT EXISTING ATT FACILITY AT I-70 AND WARD RD. BUILDING DEPARTMENT USE ONLY A,r^-~.i G'/~• a f qy,e, SIC : Sq. Ft. : Approval : MR PROPOSED ANTENNAS AND SITE IMPROVEMENTS ARE IN Zoning : PID ~ ACCORDANCE W/ CASE NO. WZ-00-07 11130100 r g ^ Ol O 113100 Approval : DM U~ F. `p~ ~ Approval : •°I~ ~ Z~~,° e Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 20857 Company : New Century Electric, Inc. Expiration Date : 12/6/2001 Approval: ok/ks Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permk was issued in accortlance with the provisions set forth in yopur application and is sub1'ed to the laws of the Sfate of Colorado and M the Zoning Regulations and Builtling Code ot Wheat Ridge, Coloredo or any other.applicahle oMinances of the Ciry. (2) This permit shall expire if (A) the work authonzetl is not wmmencetl wRhin sixly (80) tlays from issue tlate or (B) the building authorized is suspentled or abanCOned tor a penad of 120 tlays. (3) If this permil expires, a new pemit maY be acquired for a fee of one-half the amount nortnelly required, provided no chanqes have bcen or will6e made In Ne original plans and specdications antl any suspension or abandonment has not exceeded one (1) year. If clian9es are made or if suspension or abandonment exceeds one (1) year, tull fees shall he paid for a new pemit (4) No work oT any manner shall be tlone that will change the natural tlow of water causing a dreinage problem. (5) Contracror shall notiry the Bullding inspectar twenty-four (24) hours in atlvance for all inapeclions antl shall receive writtan approval on inspection card before proceediing with successive hases of the 7ob. amval (8) The is .i ~~o~es pemit othe ePord nancetl law~nr9usle ordregu~letian.'ons shall not be construetl ro be a pertnit for, nor an epproval of, any violation of lhe provisions l~_ ~ Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BiJII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: Complete Nextel Cellular Telephone Facility on existing AT&T tower Pernut # 11573 OWNER: AT&T Wireless ADDRESS: 2515 24TH AVE SOUTH PROPERTY ADDRESS: 4830 Van Gordon Street DATE 02/21/O1 CHIEF BUII.DING OFFICIA ZONING ADMINISTRATOR DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : 11573 Date : 12/5/2000 Property Owner : Property Address : 4830 VAN GORDON ST Contractor License No. : 20786 Company : Allcomm, Inc. Phone : 472-0217 Phone : 462-1118 OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and a8ree to abide by all conditions printed on this application, and that I assume full responsibility for wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordmancea, for werk under this pertnit. (OWNER)(CONTRACTOR) SIGNED 64 Y'hh ~ ,IJ.Y.UU-/YLQ' DATE Construction Value : Permit Fee : Plan Review Fee : Use Tax: Total $1,161.75 $0.00 $1,950.00 $3,111.75 Use: Description : CELLULAR TELEPHONE FACILITY AT EXISTING ATT FACILITY AT I-70 AND WARD RD. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MR Zoning : PID ~ Approval: Nl DM PROPOSED ANTENNAS AND SITE IMPROVEMENTS ARE IN ACCORDANCE W/ CASE NO. WZ-00-07 11/30/00 OK 12/3/00 Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 20857 Plumbing License No : Mechanical License No : Company : New Century Electric, Company : Company : Inc. Expiration Date : 12/6/2001 Expiration Date : Expiration Date : Approval: ok/ks Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject lo the laws o( Me State of Coloretlo and to the Zoning Regula6ons and Builtlin8 Code ot Wheat Rid9e, Coloredo or any other applicable ordinences M Ue Ciry. (2) This permit shall expire if (A) the work auMOrized is not cammenced within slxly (80) days from issue tlffie or (B) the builtling authonzed is suspanded or abandoned for e period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided na changes have been or will he made in ihe original plans and specifcations antl any suspension or abandonment has not ezceetletl one (1) year. If changes ere matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new pertniL (4) No work of any manner shall De tlone that wlll change Me natural fiow of waMr causing e d2inage problem. (5) Contractor shall notiy Me Builtling Inspeclor hventy-tour (24) hours in advance for all inspections and shall receive wntten approval on inspectlon carU before proceedling with successive heses of t~e job. (s) The Issuance ~ ermtt or pproval of drawings and specifica4ons shall not be construetl to be a pertnit for, nor an approval of, any viola6on of the provisions of ihe b' er oMmance, law, rule or regulatlon. Chief Building Insp or ~ertificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DES ~RIB~G EA DWOTHER COMPLY WITH THE WHEAT RIDGE BUILDING CODE, RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: Complete Nextel Cellular Telephone Facility on existing AT&T tower Permit # 11573 pWNER: AT&T Wireless ADDRESS: 2515 24TH AVE SOUTH PROPERTY ADDRESS: 4830 Van Gordon Street 21/1 _ CHIEF BUILDING DATE 02/ - ZONiNG ADMINIS DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ►IS~~ Frooer,,~ Own=r Prcpery Atldress :q83 a U q a 60awo J ContractorLicenseNo.: ~II-C`m, Company: -:lul, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDWG AND AGREEMENT , I hereGy certify that the setback distances proposed by this pertnit apDlication are accurete, and tlo not wolate ap0licaCle ortlinances, rules or regulations of the Ciry of WBeat Ritlge or covenants, easements or restrictions af recartl: that all measurements shown, and allegations matle are acwrate: that I have reatl and agree to abitle hy all conditions pnnted on this acolicacion, and that I assume full resoonslbiliry for compliance with the Wheat Ritlge Building Cotle (U.B.C.) antl all other applicabyrWheat Ritlge ortlinances, for woAc unaer thls pertnit. (OWNER)(CONTRACTOR)SIGNE ~ ~-DATE / a.I OV ~ ow ~Fn.K?a~~~' Pr,cr.= 30 3- y7~ - C71o./ ~ Phone Cons~n~Value 130, Use Tax : Total : Use: Description: sf ho iD cJ /Z-A /Z/J • BUILDING D~PARTMENT USE ONLY +',fJ1-t._`;Yt~;' ~ Zsfi nT g'CS~-y, SIC ~ Sq Ft Approval i Zoning , B2ufdm o g mmen sf~r~ Approval: P APProval Occupancy : Walis : REcense of : ectrical Licenae No Plumbing No : _.cense No : Comp Company : ~ompany Expiretion Date : Expiration Date : Expiretion Date : Approval : Approval : Approval : (1) is permR was issuW in aemrdanee wiN Via proviaione set brN in yoDur a00lin6on arW Is su01ect to the laws of ine SWte of Coio:aCO arW ro the Zomng (Z Theyuuoons anC Builtling Code of Whsat Ritlqa, CobraEO or arry oMer appiirabie ortlmances of tne Ciry. . a0an4 no eC fo,a ~irc If (A) ~e work auNOnzaC ia rqteommenp.y wiMln slxty (80) Oays hom Issue aale or (B) the ouiWiny auNOnzetl is suspmtlea or pena0 of 120 tlrys. (7) I( Ni5 permit exprtea, i nsa pefmrt mey p! 6pyi!!C (pI l fe! 0( onMal! V1R amauni nOmulh/ repuveE, ptOViOetl no Uanyes have been or vnll Oe matle in the ongmal Dlans anC spldfiotiona i110 atry suapan3i0n or ibintlonment lus not ezCeetllE one (7) year. If Uanges aro matle w d suspemion or abanaonmenl exceepa one (1) year. Nlt feea sNll ba pai0lor a nsw pemut (q No wolk pf pny ~pner mall Df COM Clil will Mang! IM naNnl Ibw 0/ Wetlt Uusing a tlliiniqe pf00Pom. (5) Canvactcr snan nouy me BuiWinq Inapatta Menry-tour (24) trours m a0wnce ror ali mspecbans 2n0 snan receive wrmen a00mvai an inspecoon caW xrore 7racee0iin9 wim s va vnaxs a ne Ion The . (6) ol Ne Cul d~n ~ ~~e approval of Orndngs anE sperifintwns shall rwt be mnsuve0 to Oe a permR lar, nor an ap0mval of, any vwlation of Ne provis-ans 9 ~?arygbfr ortllnanx, law, rula or ngulmion. STATE Or COZORADd rACTORY BUILT NON RESIDENT_I_AL APPLICATION Fee due wi!h application - Not subject to return 2000 Name of Manufacturer Plant 'Street Addzeas Plant I.D. Numbei i~ . 1oarnui n mfq_, C'a g 6900 Elm Drive 4091 P1ant n;ailing Addrese Plant Telephone . ~30Ei_ 286-7060 Commerce City, CO 80022 (soo)- 781_7n6n Contact Pesaon Telephone (303 286-74Q60 Grant Siders (aao) 783-7~60 Name of Inepection Agency and Mailing Rddresa Telephone i8001 Modal Description Product Name 1 1l j1pd.12' iii rla $k' rlrl rl $hel tcr ROOF DESIGN LOAD 55 PSF FIRE AeITING EXTEAIOR WALLS N(` l HR I --1 -T-- WS:v'D DESIGN PRESSURE i nS PSF FIRE RATING FLOOR O_ FIR FLOOR DESIGN LOAD 17 n 25F ?IRE AATING CEILING n HR PEE SCHEDVL£ PRIC^c L~ R~~7~ TE OF' GO ~ S T A ~ y ~ ~ q , tilJJ&'~~7f~~ ii4JU u A. Qvality Assurance Manual 5100.00 E. siling ~'ee $160.00 00 160- f~ O ` 1. Additional plan set S 7 00 p C. Changa of Covrtrol Manual Procadurea 5 15.00 a~ D. Multiple tlnits Plans„including ~7gp7,1~/~ T ~7f"G4~~V~a Motels and Rot91s, for each syatem including, electrical, plumbing and sechanical, if applicabie 5160.00 sy r, n ~ ~ ,~J=`~---~------- . Ssspnlemental Plan Check $ 50 .00 Plan Apnroval Number: ~ 0 0 23 ~ F. .ntesis Changes or Revisions: i 1. Manufacturer's name, owner, address I l L POTAL AMOIINT SUM82':TED ( '_E%PIRnS o _ hi;,hi9.FPCT[7RgR CERTIFIES Chat oniy dDpTOV?d eauipment and materials wili be used and th_ insCallations shail be made in accordance witn approved olana ane applicable codes aad provlsions of _ne Cclera3o Div_sion o`_ Hou:'_ng. D4anu`_ac=urer -__s to ir.-p1anC inspec:ic^ of units manufaccur=d under che above plan znnroval. Apoiication shal'_ be made for ar.d insignia affixed to _ac'r, `_actory builc non residen[iai tY.at is subject co Colorado statutes and which is mancfactur_d or i-s cc c= scld or o`_fered for sa_e in the Scate of Colorado. DII7. OF HOVSING, 1312 SHcRM/lN STREET, RN! 518, DENVER, CO 80203 l3031 866-4657 £?X 666-4079 Ftlu[.-pPP. MP i REVISIONS 19'-8 1/2" ZONE REV. DESCRIPTION APPROVE APPROVED 24" 24" 24" --24" 24" 24" --24" --24" 24° 12 GA. STEEL BENT, MELDED, AND PAINTED L2 X 2 X 1 8" 4 3/4' ~ 1 1/2" SLOPE ENDS ONLY HOTN SIDES -MELD M8 % 9.0 - ' -~i , R I ~ N ~ ' `-2 X 2 X 11 GA. TUBING AROUND PERDlTER 2 X 2 X !1 GA. TUBING INSULATION VARIES j OF BUILDING, AND AROUND - W8 X 9.0 X18" O.C. BATT. FOR FIRE RATED, i : ALL OPENINGS II GA. TUBING f I - - , 2 X Y X 1/D° TUBING FOR IY7 BUDDIN69 I Ol8" o.C, POLY-ISO FOR NON-FIRE RATED ~P I , I , ARIES PER RATING ~ x z x x x x x z x I R I PAINTED AND TEXTURED 12 GA. STEEL BENT, ~ m ro o o m ro ro 0D ' o x MELDED, AND PAINTED \ \ \ \ \ \ \ ~ m RATING, 1/2"{ACBPLYMOOD FORO NON-FIRE RATEDO OCATIONS) M M M M M M M M M M M I I i >S ?t K iS k it iS ?C i4 X ?S I G G7 I N N N N N N N N N N N I iS k k iS k k iq k k k DS j BLOCxoDTS IN MALLS ~ ~ ~ a a I FOR MAVEGUIDES, AND RVAC I I , - ' I M8 X 9.0 DESIGN LOADINGS FLOOR 170 PSF - I ---------------NB x 9.4 ~t EDGE OF SHELTER ROOF 55 PSF R N 20'_0" ° WIND 105 MPH 2" R ~ N I I 2 ,~/B„ (7", 1-HR FIRE HALLS} M8 X 9.0 19'-2 l/2„ 8'-3" NOM.(12') I SKID ASSEMBLY FORA 11' X 20' STL SHELTER I !0'-8" NOM.{I1') 21'-8 1/2" z z Y x u ca. TuBINc 3" 21'-2 1/4" INSUUTJON VARIES AT 4'-0" O.C., „ I BATT. FOR FIRE RATED. ,AND AROUND 24" 24" 24" 24" 24" 24" 24 24" 24" 24" POLY-ISO FOR NON-FIRE / ews EY x Y z 1 B" 11EID6D TO ?U11Ai0 ON 4 3/4"~ i/8" NONCONDUCTIVE TBE ends lE" x lz" Y1NY1 COMPOSITION FLDOR TH8 118 X 9.0 , I S/4" PLYMOOD 7&G & 1 2" PLYMOOD POR NON-FIRE RATED ~ I ~ {1)LAYER OF 1/2" DURA-ROCS M FOR FIRE AND NON-COMBUSTIBLE I , ~ ~ 2 X 2 X !1 GA. TUBING 4" COVE I AT 24" O.C. FOR NON-FIRE RATED BASE ~ M8 X 9A I 2 X 2 X !1 CA. TUHTNG ' ;.':I i2 GA. STEEL BENT, ---w- AT 12" O.C. FOR FIRE & NON-COMB , MELDED, AND PAINTED I I Tr I I zxzxllGA. R TUBING AROUND PERIMETER I 1 I I M 12 % 9 X B/$" R R i Y R R R R R R ~ FYI" O.C. MELD 67 t0 M EO 00 GO 41 f0 f0 OD M ~ R Q R 12 GA. STEEL BENT, MB X 9.0 Q7 M M M C\9 M C\9 PS M M M M i ~ ~ MELDED, AND PAINTED ~ oe ~ x x ~ x K x x x x m S1QD MELDED TO SHELTER M8 X 9.0 N N N N N N N N N N N N f ~ I I I r- 1P8 x s.o SECTION FOR i i' & 12' WIDE SHELTERS itr R N ~ ~ M 5 8" GYPSUM BOARD I I / ~ry~ EDGE OF SHELTER I`,~~K I Q sI'~f~ ( I i 12 GA. STEEL (EXT.) i N 2" ~ ,~"`.,.e' 3 X 2 X 1 4" 1. / #Gj I ` TUBING AROUND t , i ~ ~ ' PERIMETER M8 X 9,0 ~ `~j > 21'-2 T/2" L4 X 3 X !1 GA. WELDED TO TUBING EL 4"'~` AROUND PERIMETER SKID ASSEMBLY FORA 12' X 22' STL SHELTER 1-HOUR FIRE WALL DETAIL T~ s~ FABRICATION NOTES: j Dtr. PART oR NONENCIATURE OR ITEM ST~j,; PAINT REO'0. NIENTR'riN0 N0. DESCRIPTION N0. SHALL CONFORM TO ASTM A38 OR ASTM A500 JQMC WILL USE HYDRO-THERM BRAND PAINT Q canRACr No. PARTS l~sr AS APPROPRIATE. THE BLDG. SHALL BE FRABRICATED APPLICATION AND ERECTED IN ACCORDANCE WITH AISC SURFACE SHOULD BE CLEAN, DRY, AND SOUND, EXISTING SURFACE M OVARIES BOA tII1V MFG. CORD SPECIFICATION FOR THE DESIGN, FRABRICATION DIRT, TAR, GREASE AND FILM SHOULD BE REMOVED FROM SURFACE ~ 4 17 00 JOMC NANUFAC k6RS'~~Bxc]NEERS ~ CONTRALTO, AND ERECTION OF STRUCTURAL STEEL FOR BLDG. BEFORE APPLICATION. ~ PRE-FABRICATED l / DBNYER; COLORADO AND RISC CODE OF STANDARD PRACTICE FOR STEEL ONE COAT OF RUST SHETLD {PRIMER) SHALL BE APPLIED, EQUIPMENT SHELTERS ~'K' NEXTEL COMMUNICATIONS BUILDINGS AND BRIDGES. ALLOW 4-8 HOURS TO DRY ~ FIBERGLASS A WELDING: APPLY WATER SHETLD AT A RATE OF 240 LINEAR FEET PER GALLON ~ CONCRETE P DENVER C4 ALL FOREIGN MATTER SHALL BE REMOVED FROM APpLYHYDRO--THERM COAT CERAMIC TO THE ENTIRE SHELL AT 100 S UARE ~ STEEL/ALUM u 11' WIDE & 12' WIDE SKIDED DETAI MATERIAL BEFORE WELDING. ALL SHOP WELDING F If ) Q ABOVE GROUND FUEL LS SHALL BE IN ACCORDANCE WITH AWS EET PER GALLON. ALLO 4 TO 8 HOURS TO DRY. ~ STORAGE TANKS PRa. END' SIZE CaDE DENT. No. Rn CLEANING: ~HAZAROOUS MATERIAL 1]' AND ]2' WIDE D 50723 J8___-D1 ALL METAL SURFACES SHALL BE PREPARED USING STORAGE BUILDINGS SKIDDED SHELTERS sew: sNEET oP CLEANERS, POWER ABRASIVE GRINDERS, AND CLEANED TO PREPARE SURFACE FOR PAINTING, For:CHARLES STECKLY ARCHITECTLJRE INC. 9142 West Ken Caryl Avenue Littleton,Colorado 80214 303-932-9974 By: M. D. MILLER, P.E., P.T., LTD. 29156 Summit Ranch Drive Golden, Colorado 80401 303-526-9207 LocationNextel Site CO 0343 4836 Van Gordon Street Wheatridge, Colorado ~ October 26, 2000 1226 O !ONAL'~ P~,o OF W-0 .I M.D. Miller. P.E..P.T..L[d. ~ A k-L('-S Lk-LY 29156 Slimmlt Ranch Drive \ ~L'14V; ; d, S i('~ Gdden, CO 80407 303-526-9207 . . _ _ . ~ f -z.._ S,l~3~ I~~rl~~p+2s~0►J ST, ~/q(zk 2z~ 1~ ~l 41' 30 P SF 9 0 wt eta e-,4 P t CPrg1 iJLTT I pop'' _ ^ t`f4bI u5 $"6001` _ ?>.-v;rt~.,es ~ZOOa. Su~'oPC.~ /Ooo'~ S A~0 W 'I 5 Z.0 7 = I Z8 PS V N'b ~ 19 r17 L4 gC. V l:e = . ~ot P~ ~62~.3• 2v.8 I = ~.3 •3G P z 9 , t3'o K.,lif A- S .2 -C L~,i1 t tc v~~r . ~GG 3L q Ri ~i""M = q xzz x 1 ~;-76 xb,s' = 2/s~v k~q AA 4MrCRb = t ! Doo , ~467 "7 V, 7zo # f4 ~ ,~.xo J~ ~ = a 2 ~ -J ~ 76G.3t /qz_ Zz,' ~ ~•9 = 3z8o , - 76G3~/Q~,Z>2 e2 • 9 _ Sr so , -Z ,s XZ,s -rc~ SU V I ~ nD M ~G~ Y~nu,~M I C) V • . . r...`"1'~'~'~r~LC~~ .a 7-~s?.~p ~.G' ~ ! ~ ~p LL~f~f ~ . . . ~ . _ . V V ~ ,mlJ ~e_~ > d~ .,~P - ~ ~ ; _ ~ t-~-'~~`.~ 2~ ~ ~ - - . ~f-k3(m ~)<a-r,.C~o~,,,~ ' ~ ~ r `'F S_ , ~ - - ~ ; ~j,~ ~ ~-+~,r. ~ ; - ~ . _ d.c? R, ~Or- , - ' r k. ~i~7, - ~ ~ - ~ ~~,~C~ i ~ i.wn r'~f-+L F~7 i._.___;_. i ~ _._i-..._----- i~; ~ _ - I- I ' i ' ~ ; a ~I~ ~ ~-H .l,_.. . I I- ~.,Yy~ ~ ~ nJ ~.~L~:47._.(~ ~~st.~..,1 c...._ i DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29th AvENUE BCITY~I OF WHEAT R DGE, ICOLO.N 234-5933 P.O. BOX 638 PFRM17 VALID ONLY WHEN $IGNED BY THE CHVEF BUILDfN oNncrcOiRl nAND tiFnus PERMITOW JOB ADDRESS x ' ` 7,~ C~ LN cY~tr . CONTRACTOR B} J ADDRESS 1_~- 4 > ~ d ,9 ZIP CODE L•-~ ~ - CITY ,v LICENSE NO. Wa ll❑ PHONE i 7SLUPA YPE GrounEATERIAL SIINATION YGf❑ No❑ 7YDa E ET T BACK FROM PROPERTY LINE N a S a t~~.eHv which ia tront 1. - I I. 7YPE SolidO Mors Than 90% MATERIAL - FENCES 3, SET BACK FROM PROPERTY LINE N-- (Sn*ci}v whith is }ront) 0 I. OTHER 2 b. PERMIT NO.M94#19103 " OWNER ADDRESS 5 PHONE c~"> ` ZIP CODE ~ O/?J CONTRACT PRICE $ DATE athsr 5 a D FocO Total SQUOn Foot EIed. Permif No. Zom._- ADDrovM, Zone Inspeclor Loss Thon 80% E_ yy Zorn._ AOMw0d.Zons Inspeeta STANCES FROM PROPERTY LINES DR`STBACKS HOR PRO ECTiON5 INCLUDEDJE,SIGN,OR OTHER STRUCTURE,GIVIK' DI. wcnR PROPERTY LINE II ~ y(., (-FoJ S ° w I N T-FR-ONT 7R~ LINE ~./f~ Q.A^ V ~ SPECIFY NORTH STREET NAME LEM SHD 5 A'NCENTOSPROF'ERTY LINES, NOTDIMCXIMUMJOR IAVER GEEDISTANCE S'AND PROPEfiTY LINES;ON IRREGULAR LATS, SHO~N ppPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMiT ITTO BYTHE NVALI LDiNG THIS APPLICATIO PER~ B W~MEXPIRE n180 DAYS FROM T IN,DICAF OF 53UANCE IONWORKOIS NOT STAPTED WITHIN TIHAT TIME INSPECTION DIVISION. MECHANICAL PERMIT ELECTRICAL PERMIT STATE LICENSE N0. - AMPS WIRIN6 MOTOFtS 8 CON I KVLS SIGNS TRANSFORMERS 9 RECTF~ERS enni710N TO OlD WORK 1 hsreby ockno`"led9e thot thia aDDl'c°- I tjpn ie Corrett and understand that I cannof start rthis oved!o'sholl oomply wpD~' cotion is uvv tAa laws oi the Stote of Colorado and to 1M Zoninp ReOulotio'a and Bwidinq Gode oftne City of Whea} Ridpe. AnY violotion of the above terme wilt cause immediote revocation ot tnis perm,t pLUMBING PERMIT STATE LICENSE N0. WASH BO`NL BATH TUB FLpOR DRAIN URINAL SEWERS OTHER _ PERMIT FEE USE TAX TOTAL FEE EF BUILDI ' 4~?. ZS-O ,City of Wheat Ridpe V pme Issued CALL 234-5933 24 HOURS IN ADVANCE FORINSPECTIONS 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 838 : vF~ONLY WHEN SIGNED DEPARTMENT 0F COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. BY THE CHIEF BUILDING INSPECTOR AND RECEIP^coe.'TW JOB ADDRESS CONTRACTOR ~/'<< r ADDRESS CITY -ZIP CODE PHONE LICENSE N0.11-~-~-~-- Woll❑ FS4 PE Ground ❑ ATERIAL SIG NS LUMINATION YssO NoO TYp° - E ET ET BACK FROM PROPERTY LINE N a 50 (cn.eifv whith is f rOnt 1.. 5 lid~ More Thon 80% PLUMBING PERMIT i. iVPE e nii0m~ ,2 MATERIAL E~ ,N Zp~e_._ Apprwed,Zon~ InsOeeta FENCES 3 SET BACK FROM PROPERTY LINE N.- 5__ ❑ ~ ~ ~ DieaPOroved (Soecifv whieh it}ront) I. OTHER Z' a. DRAW SKETCH OR SHOW BELOW, urEi FENCL,bIGN, OTHER STRUCTURE,GIVi~:u DISTANCES FROM PROPERTY LINES. (SETBACNS OR PROJECTIONS ~ SPECIFY NORTH STREET NAME - DSTANCENTO PROPERTY ~ MAIN OR AVERAGEEDISTANCE.S,AND PROPERTY LINES;ON IRREGULAR LATS,SHOW LESI SHOW qppLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THE THIS APPUCATION ~RMIBE~OMEE%P~RE M60 DAYS FROMR DATE OFDSSUANCE~ WORKYIS OT S AiRED WT HW 7NpT 7~~ INSPECT~OP! DIVISION. MECHANICAL PERMIT ELECTRICAI PERMIT STATE LICENSE NO. i~aarutma NUEWIR R STATE LICENSE N0. WASH AIR d 9 I hereby ocknowladqe that this ap0liw- I tion u tared and underatand ihaf I cannot ttort fhis projact until ihia aDGli- eation if apVroved. I sholl comply with fhs laws of the State ot Colorodo and fo ths ZoninQ Repulationa and Buildinq Code of the City af Wheai Ridpe. Any violation of the abova terma will couse immediote revowtion of thia permil. ~eo~~ean e DISH WASHER F~pOR DRAIN PERMIT FEE USE TAX TOTAL FEE PERMIT NO.MP924B3A1 3372 OWNER ~ ~ - ADDRESS PHONE q-4/ ZIP CODE :ONTRACT PRICE $ * Other S or D Faes To1ol Squan Feet Elat. Permit No. Zon..__ AVDrovad,Zona Inspeeta Lest TAan 80% OM^ ~ NO~r'~ d- ~ . ~ f1S-fJa vw.a T..,.~_ CHIEF BUILDI INSPECTOR,City of Wheat Ri qe oa,e is5u a 4A~9~ _ CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS