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Home My WebLink AboutDRB130534 I[��s�gr� I��►iev� ��d ��TIt�I'w! F�I�M � - � ��p�r�t�nen� a�f C�amonunit^y [?�vel�perne�t �'�`�� ' �.5 South Fr��on�ag� RoadA �'�ail! Calnrad+� B1t�57 teB: 97{�.�79.213�9 f�x: �97i1.479.245� Li4+d.ihiUldlrY�'4�EL�7t"kii�3T 'y+��l. �'iyy�'�.��EM�f��d @1 Project Name: RSES DISH REPLACEMENT DRB Number: DRB130534 Project Description: SWAP OUT EXISTING 4' MICROWAVE DISH FOR A NEW 4' MICROWAVE DISH AND ADD (1) RADIO UNIT. THE NEW EQUIPMENT WILL BE PLACED AT THE SAME HEIGHT AS THE EXISTING Participants: OWNER EAGLE COUNTY SCHOOL DISTRICT 11/04/2013 PO BOX 740 EAGLE, CO 81631 APPLICANT POWDER RIVER DEVELOPMENT SER 11/04/2013 Phone: 614-389-3910 JENNIFER TINSKY 485 METRO PLACE S., STE 420 DUBLIN OH 43017 Project Address: 551 N FRONTAGE RD W VAIL Location: RED SANDSTONE ELEMENTARY SCHOOL Legal Description: Lot: 8-A Block: 2 Subdivision: VAIL POTATO PATCH Parcel Number: 2101-063-0201-3 Comments: Please see below. BOARD/STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 11/13/2013 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Jonathan Spence DRB Fee Paid: $250.00 �*##*##**#**#****##�*****####******#*****##�*####***####***###*4###*****##�#*##�#####*##***• TOWN OF VAIL, COLORADO Statement *�******�*****s***********��*�***�**�***********��*****�****s��******�**s**�*****�*��*��*s Statement Number: R130001957 Amount: $250.00 11/12/201301:12 PM Payment Method: Check Init: SAB Notation: 0844-GENERAL DYNAMICS ----------------------------------------------------------------------------- Permit No: DRB130534 Type: DRB-Minor Alt,Comm/Multi Parcel No: 2101-063-0201-3 Site Address: 551 N FRONTAGE RD W VAIL Location: RED SANDSTONE ELEMENTARY SCHOOL Total Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250.00 Balance: 50.00 *********�****��*�**�*�*******************r*rr***s***********�*************�**********��*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 250.00 ----------------------------------------------------------------------------- Deparlment of Community Development 75 South Frontage Road iOWN Of VAII" Vail,CO 87657 Tel:970•479•2128 www.vallgov.com Development Review Coordlnator Application for Design Review Minor Exterior Alteration General Information: This application Is required for all proposals involving minor changes to buildings and site improvements, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailpov.com under Vail Informatlon-Town Code Online. All projects requiring design review must receive approval prior to submitting a building permit applicailon. An applicatian for Design Review cannot 6e accepted until all required Informatlon is received by the Communily Development Department, as outlined In the suhmittal requirements. The project may also need to be reviewed by lhe Town Council andlor the Planning end Environmental Commission. Design review approval expires one year from the date of approval, unless a building permit is issued and constructlon wmmences. Fee: $250 for Multi-FamllylCommercial $20 for Single FamllylDuplex �Single Family �Duplex �Mu141-Famlly I^� Commercial Description of the Reques4: A��y"r �'V'��'US� "N ,vvpp p�n'S ��1� �c�571Nic. 9'� H��izcW�v� O�S�1 �032 A N�vJ 4' lnicru;wm�r- ��sN hUn qoi U� C��v UN1T. 71t�= N�U �uu'Ni�,� w�w �� u-r, fl;- �7� ��t� I-t�i�n-�- �i� �,-n= Gx�s»wE,. Physical Addrass: Ci�1 N , t''P-on1TyYZ�C lZl? �� v�[� ('� �j l�S� � Parcel Number: 'L I �I- D4�, "��- O�7� (Contact Eagle Co.Assessor at 970-328-8640 for parcel no.) PropertyOwner: G-f�Esl� Ci�lll�l'1`�( :SGZ'�UDL n��L� Malling Address: I�� ✓)� ��.� C�,� �r,� �D 3� Phone: �1;l� '- �J�i� " �i?�Z� Owner's Slgnature: ��V� 5 +�.- Primary ContacU 0 er Rbpresentative:�G�l{��1Z 7'I NS�G"�` ��W D�'R- ti'—�� U�v�'L��'NI'��J"� MallingAddress: �`�� Mt,�l� ��. S� � St.k�TC-"42O `1�2��-�S ��J }'3C-k1Al.r Di= �17�T- DG�Q,�-li� i b� y 3�:1"1 Phone: (o l�I- . 3S�1 Z�°I 1 � E-MaiL•��2Y��.�v,-I1V�SKN . Pax: Co l4� 343`l - ?,o� 14 (�oWc�rriVerde�, c•cx-1 For Offlce Use Only: Cash CC: Visa I MC Last 4 CC# Exp. Date: Auth# Check# Fee Paid: Received From: Meeting Date: DRB No.: Planner: Project No: Zoning: Land Use: Location of the Proposal: Lot: Block: Su6division: , at&t � � -- GENERAL DXNAMI�S Wrreless Services Knav��rhat�s �elow. �all before you dig. �„� POWDER RIVER Ileve�opmenl Services,LLC I O O^ �� 100�.SFdENANGO STREET �� SHARPSVI LLE,PA 1615U 72d.962.5999 www.p ow d e rri v erdev_co m WES-MW-92�+48 RED SANDSTQNE ��BM�TTA�� 545 NORTH F(�ONT,4GE Rd vAi�, Ca 81657 DESIGN REVIEW . ADMINISTRATIVE APPROVAL f�� Q� ��f� ' By jspence at 4:21 pm, Nov 13, 2013 I 66/21/E3 �wAL SrAMrEO l�Rh1 0 Ob%19/l3 IsSUEU FOft PEViFVd CCh1 � SHEET INDEX PROJ�CT COf�JTACTS PROJ�CT DATA a.,•,• �1��,Mc�,G�c<`� r-i r�r�E sHeEr U�� .� e-i co�uaau�o�^�au a E�GvaT�an; ENGINEERING: �A NUMBER: IOD93722 •� �• a�z sEC�ioNS s o�rc,i�s POWDER RIVER DEVELOPMENT SERVICES, LLC. ro'� ��• 41348 �:� a-: sECliflr,ssaEraas �40 E. SKENANGO STREET 51TE NAME. RED SANDSTONE ��•� /_r�i�� ,•�� ,r E- E�ECrR�c��:ort; SHaRPSVi��E, PA lb15Q '�' W�G! E-z cROUNO�N�Nor�s a rErAV_; PHONE: 724.962.5999 51TE ADDRESS: 545 NORTH FRONTAGE RD �S`S/ONA��+�� Fax: 724.962.60d9 CoNTACT: KEVIN EXLEY VAIL, CO SIb57 SITE APPLICANT: �=RO.,. Na: c,�„-�c,on,� APPLICAB�E CODES � STANDARDS cEr�ERa� n�Nar��cs w��ESS sERV�cES TowER RE� sA��sroNE ��EMENTARv 1750 FOUNDERS PKWY., #120 OWNER: �-�'�tiFr7+��° - — U��F�'JRM BUILD'��1G C�D�: IBC r C9, '.:".LUp6 CNECKEG 8�� G.W.C.!e-a.M. ��_, _ _- ° � ALPHARETTA, GA 30009-7bQ0 :�6 - - _ �` � E�_�crRic cr��€: NEC zooe APPLICANT COh1TACT: f'.-'`� �ii,HTNING f RDTECTICN C'I?E:��,F°A?i�:;-7_��I L. ST�PHEN PARKER, PMP PFZOPERTY UNKNOWN REGIONAL MANAGER CONTACT: PHONE: UNKNOW� '�' r:r�ER�CAN CoNCRETE INSnTUrE cAC�}3�,eu��L�rvU cr��E PµoNE: 502.245.2501 --�� BE��U,REMENTS FOR STRUCTURAL CONCRETF �s �� S1TE ACQU15lTIDM: CaORDINATES: LATITIJDE: 39° 38' 47.1" N 4MERICAhE IMSTiTI�TE QF STEEL C�NST� 'T��»v(AiSC}, MANUA�_ ��93�'�� ot �TEE� cor�srRUCrioN,��rEST Eo:ri �v LONGITUDE: 106° 23' 20.7" W r_ POW�ER f21UER �EVELOPMENT SERVICES, LLC. ��'' A�vs�ETwa tTE�E�aMr,uN�car�oNS �NOUSrRV assoc��or�� 485 METRO P�ACE SourM, #4�0 LAT/LONG TYPE. NAD 83 �r� zzz-�-fl5,STR��T�RA� �,ANOA�o�F�R ST��ANTE,UNA oua��ti, o� 43on cROU�o RED SANDSTONE � rowER aNa ANrE�vrvA suPPOariNC sT�u�ruRES. Pr�ouE: b14.389.3910 ELEVATION: 8238' A.M.S.L. in-" � 714 647,COMMERCIAL �UI�LDING GRdUN�ING 4ND BON�-��1C; FbX: 6�4.38g.34�4 5�+5 ��RT� FR�NTA�E �d -. � v.,a r.a e':�'is sn:_�_._n ca.r,_rr,�.n.,<<>m:. REpUIREMENTS FpR 7ELEGOMMUNICAtiIQNS. CONTACT: DAN KEIDEL JURISDICTION: CITY OF AVON SITE L�CATION MAP INSTITllTE FpR ELECTRICAL ANd ELECTRONICS ENGINEERS VAIL, CO SI��J� {IEEE)BI,GUIDE FdR MEASL'R�NG EARTH RESiSTIVITY,GffOUN� CURRENT USE: TELEC(7MP'�UNICATIONS IMP�DANCE,AN�EARTH SURFACE POTENTIALS OF A GROM1JND TOW�R �I RECT I ONS sYsTE�. IC�E II�0-2005,RECOMNiENDED PRACTlCE FOR POWEftING AN� PROP05ED USE: ATH�T EQUIPMENT SI IEET TIiLF: FROM NEAREST INTEf�S7A7ElTDLL(20A0: GP.pUN61NG ELECTR�JNtC EQUIPMEtVT, MooiFNeariara FR�M THE EAST(ON [-70 W 1 US L,W) IEEE C2-2012-NATIONAL ELECTRIC SAFETY CODE IELECORC�IA GR-1215 GENERAL INST4LLATION REQUIREMENTS TYPE OF UNMANNED TITLE SHEET f]EPART I-7�7 W i US-S W 2.3 MI,AT EXIT �7b, T:AKE RAMP P,IG�T TOWARD VAIi_ 0.2�11, AUSI T+.,:5�1 FOR TFI.FCnM -DC PO'NER SYSTEMS PR�JECT J��PE��,vTQ TURN RIGHT c�NTQ N FRONTAGE R[]4V 0.6�MI,ARRIVE AT 39.51.6l,IJ,-106.384083��N �CC�PANCY: rHE Ric��i C0�5TRUCTIJiJ II S SHEET NU�IBER: MDOIFICATI�N TO EXISTING TELECOMMUNICA.TION5 FACILITY coNrftACreR StiA�� vERiFV A��P�ANS nrvo Exisrl�G oIr�ENSi�NS r]wNEO�JR LEASED 8r AT�T MaBILITY LLC IN ACCORDANCE W'Ifl; TYRE: AN�CONGITIGN�GN THE J08 SITE,AN�SHALL INIMEDIATEL'f NOTIFY 7HE SCOPE OF W'��RK Pf20VIDED BY GEN'ERAI_DYNAMICS. T I THE ENGiNEER iN'NRITiNG OF ANV DiSCREP,��IGES BEF�JRE ry�W�MfCR6WAVE INSI�AL'� FC�R ETHERNE7 Tp CELL 5!TE PROCEEOING 6VITH THF WORK OR 6E ftESPONS�BLt FGR SAhE. � PROJECT. NOTES_ PROJECd 9WNER a5 RESRQN510LE FOR PROVIDING A STRUCT�RAL �� STp81LIN ANALY515 TO DETERMINE CAPACITY ANp $111TABILITY OF I. iHE RA6105 WILL 8E INSTALLED INSiOE THE EkISTING SWELTER, 1HE EX65TING ANTENNA SU�PPORT STRUCTURE TO SAFELY CARRY •'NOTE�' iH£SE CQNSfRUCT10N ALL AbDIT10NAL 14AD5 IMPOSED BY iHE PROPOSED EOVIPMENT DRAWING5 FtkVE BEEN PRERARED, IN 2.. THE E7cACT P�ACEMEN7 W4L 9E 5HOwN 0� Tr�E a5-BUiLTS AS SHOW�R HEREIN�_ GENERAL CON7RACTpR SHALL BE PAR3, BPSEO UPON INFORFAATION RESPONSiBLE FDR iNCORPORATiNG ANY RE4UIRED STRUCTURAL PRO�UCED FROM BLACK &4FATCH, MO�EFICA710NS IN?O THEIR SCOPE OF WORK. OATED 4 2 13. GENERA!L DYNAMICS RF SYSTEM SCHEDULE a,NrENrrn w,o ceNreR �EEOUN� Rnoio DESIGN REVIEW ��elessservices �1NAKE ANTENNA MODEL AZIMUTH �A.G.L) SIZE Q�Y. MO�EL O7Y. ADMINISTRATIVE APPROV coMr�scoPE vc+�Pxa-„w zs�-zis is' Ew-so z ssMPRii-oiasFao-zia z ��f� �F ��f� gyjspenceat4:21 pm, Nov13, 2013 � , �TOP OF EXISTING SCREEN WALL REPLACE EX. 4' MICROWAVE W/ �aAr 37'-2'" AGL NEW 4'0 MICROWqV€ RAD CENTER� p 0 W D � R R I V E F+� �EXISTING AT&T ANTENNAS l3-0 AGL Developr��en�Spivices,LLC 34`-6��t AGL 1S10 E.SHENANGO STREET �TOP OF EXISTING BUILDING SHARPSVILLE,PA1615D 724.962,5999 30'-0" AGL �x15TWG AT&T SHE�TER www.powderriverdev.r.om GRADE 0�-0�� SUBMI TTI�LS , ' .�; �"' ,�`�-' � ,� , ` l�� c" , �❑ I 06121/l3 �IN4L STarI�EO ��M , 0 D6/1�7!13 I55uED FoR kF^-r�F��s CCht GF2ADE d'-d�� 8238' AMSI. f7' 2 TOWER VIEW o .• � ��'cc�;�'�� SCALE: N.T.S. U+� <<�.fl .. -�:� No. 4t34$ �:� � � 9Q,n•.SR�� .`a`L'�r ExoSnNC oG Par�E� yz Exisn�c eui�oitvc �S`S�ONAt4E�� EXISTING dC PANEL {�1 EXISTING GI€NNA EXISTING I.INEAGE CABINET EXISTING FIBER BOX - - --- �- _ PRO,.. n.0-� 4�II�OL�7915 �__.. -r-- � GSM GSM EXISTING BATTERIES Ir � �--1--�--� � ' CNF�.hEO 5-, G se�.c.i[,s.ri EXIS7ING CABLE TRAY r-- --T- , t3�rt�i � . . . � I II I X A � I II I L__ ..__3 ' . MTS ,LTE .FIF. GSM GSNi i u i� � � � � � u i , �_��_� L� L-' PROPOS�D ATdc7 EXISTING MICROWAVE RACK TVSS 1�093722 � EXISTING TRA�lSFEft S��T�H RED SANDSTONE � ❑ �x�sfiNC a�scaNr�ECr sw. Ex�srwc c�NERaTOa P�uc 5�5 NORTH FROfVTAGE RD EXISTI�JG TELCO E7fISTING FiOFFMAN BOX BOARD VAI�, CO 8I657 EXISTING Q45CONNECT �xISTING TRANSfORMER EXISTING AC PA.fvEL SHEET TITLE: COMPOUND F'LAf� � ELEUATIOf� '� .� COMPQUND UIEW SCALE: N.T.S. SHEET NUMESER: �— STIFF ARM BRACKET "NOTE" , � � (ANDREW PART b5A—BU OR 6' AND 4' MICROWAVES REOUIftE: �/� - � �T U T APPROVED EOUAL) (1) FWE ADJUST 6Y� ��/� «�<< (�) iNeanRO s1RUr (snFF nRM) '�� '*NOTE" (1) ADDITIONAL INBOARD STRUT AVAILABLE }. (FNOREW PART �VSTRUT-P3KIT) 6' AND 4� MICROWAVES REOUIRE (7) STIFF AftM BRACKETS (ANDREW PART STIFF ARM TO BE MOUNTED ON OPPOSITE INBOARD SIDE STRUT KIT GENERAL DYNAMICS �/SA-BU OR APPROVED EQUAL IF REQUIRED) SI�E OF FWE ADJUST (ANDREW PART Wrele5s5erviCes �VSTRUT-P3KIT OR PROPOSED APPROVED EQUAL) STAND-OFF MOUNT, � ,� SADE STRUT (STIFF ARM) DETAIL As REO��REO ^� ExisriN� ��YEo roweR POWDER RIVER Dev�lopmen!Services.LLG 100 E.SHENANGO STREET LEFT HAND SHARPSVILLE,PA76150 RIGHT HAND 724.962.5999 ASSEMBLY ASSEMBLY www.powtlerrivertlev.wm RxE� STRUT PROPOSED RXED SIDE FlXED STRUi � p p • FIXED STRUT STRUT, AS REQUIRED ' SUBMITTALS O O PROPOSED ODU / RADIO UNITS, IF STIFF—ARM & BRACKET TO BEJ REQUIRED ADDED TO 4' D6H � (�VSTRUT-P3KIT & �SA-BU) STIFF-ARM & BRACKET TO BE AOOED TO 4' DISH I 062VI3 PiNO�SrAnreo ARM (#VSTRUT-P3KIT & �JSA-BU) MOUNT ASSEMBLED MOUNT ASSEMBLED ON LEFT HAND SiDE ON RIGhiT HAND SIDE 0 06/19n3 Issueo FoR Re�uew CCM MICROWAVE DISH AND o 2 MICROWAVE DISH 5 RADIO MOUNTING DETAIL o ' ' �GF� SCALE: N.T.S. SCALE: N.LS. U; �•,c�` �' �0;� irEManRT No. ocscRiPrioN orr. wcicnl �a No. 413qg �' t PMSL.01 5—BRACKET 2 426 LBS �'� .T.� 2 PMSL02 L—BRACKET 2 �JO LBS /// . , � 3 SMU201601 LARGE SADDLE MOUNT, 16 TOWER LEG 2 2242 LBS OF`�• 4 SMU201602 CIAMP PLATE 2 15.48 LBS � �� 5 GB-0520A X ALV L KIT A325 g 0.13 LBS TO E%ISTMG CAB�LEEIADDERE(HA GERS GROUND BAR SS�ONAL EN� 6 GWF—OS 5 8 GALV. LAT WA H 8 092 LBS 7 MT38430B7 4 X 0 ALV. HR A A q 3J6 LBS Ta BE SPANNED EVEM 36') 8 GWF-06 4 GPLV FLAT WASHER 8 0.04 LBS 9 GWL-06 4 ALV L K WASHER 8 0.01 LBS 10 GN-06 4 ALV H X NU g OA2 LBS 11 GUB-4XXX 1 2 GALV U—BOLT SEE TABLE 4 — a� PROd. N9.�. L3u-oco9U 12 MT—XXX 0 4.5 0.0. x 63 PIPE SEE TABLE � 7� SEISMIC RACK C1ECkE�BV_ G.W.CJL9.`I. PART NUMBER PL4M END PIPE PPE DESCRIPiION U—BOLT WEIGHT PMI—SU4-6} MT-653-63 PIAIN END PIPE 4-1 2 O.D. X 63 2GUB-4456 180.40 LBS. ExISnNG TOWER � 6 5 � PROPOSEO CLICK—oN MPT TRANSCENEft UNIT � hANGERS ° "°TE °° 10093722 2 TO 4 RACK SPACES REauiREo q EXISiING "'&� `°"` RED SANDSTONE 3 0 2 545 NORTH FRONTAGE RD 12 VAIL, CO 81657 � s e io PROPOSED CABLE ATTACNED EXISiING VERTICAL TO EXISTING VERTICAL CABLE O CABLE LAODER IAD�ER SHEET TITLE � �� SECTIONS & DETAILS SH[[T NUMAFR: MW MOUNT DETAIL .� scA�E: N.T.s. 4 CABLE ROUTING DETAIL 6 7' SEISMIC RACK DETAIL —2 SCALE: N.T.S. SCALE: N.T.S. � at&t CABLE AND HANGER GENERAL SPEGRCATIONS EW90 GENERAL DYNAMICS Wreless Services - MIN. BEND RADIUS, MULTIPLE BENDS (E PLANE) 7.00" 1r�.�,� MIN. BEND RADIUS, MULTIPLE BENDS (H PLANE) 19.00" ' MIN. BEND RADIUS, SINGLE BEND (E PLANE) 6.00" �� MIN. BEND RADIUS, SINGLE BEND (H PLANE) 13.00" ewsH-90 POWDER RIVER CABLE DIAMETER (MAX) 1.220" DeveiopmeniServices,LLC � 100 E SHENANGO STREET CABLE DIAMETER (MIN) 0.910" SHARPSVILLE,PA1fi150 '� HANGER TYPE SNAP-IN ]24.962.5999 vrvrv�.powtlerriverdev cam CABLE TYPE E�LIPTICAL WAVEGUIDE �+3L6t (RErER To MnNUFncruRE's onTa sHEEr roR nooiTioNn� sPEaFicnrioNS) MW Data Sheet ' SUBMITiPLS Date 2/22/2013 MW Engineer Name Arnel Madeta MWLink(SiteA-SiteZ) fted5andsmne-DOwdslunRion ContaRIX 972-965-1824 NeworExistingLink (CheckOne� New Exis[ing % WES�MW-92G46 Drain Site(A)Info End Si[e(2)In(o I 06i21i13 �iNn�SranPeo ARM .� CABLE & CLICK-ON HANGERS DETAIL CODNVR-REDSANDSTONE CODNVR-DOWDSIUNCTION GSM ID 0 06/19/13 ISSUEO FoR RtvlF��v CCM SCALE: N.T.S. SitelD FA:10093722 FA:lOD93723 USID 10303 10304 �N 4'0 MICROWAVE W Lat 39°38'47.1"N Lat 39°36'S8.4"N J. � � Coordinate RAD CENTER � 13' AGL� �ong ioe°x3�zo.�°w mng ioe°ze�ss.s^w p ,• °C�;�'Am Address 545NORTHFRONTAGEROAD �OW�IUNCTIONTELECOMFACILITY U:�- <�� a No. 41348 �: . City VAIL MINTURN �.� � Q AHeaedSites �� ••/ry��I�'� ��/ � ��1 S . ��\ Com0lianceASSessmentRequired S' ' C� 7CNRequired �v/N� v �Y�N� Y FieldS[udyRequired v �ONALE Circui[ry�Transpor[)Requirement TDM for 6SM and Ethernet for UMTS/LTE ExiSTiNG nT&T CABLE TRAV ,�}�ry�h Scopeo(work(SOW�Summary UPGH/1DEEXISTINGMWPATH.Needtoreplaceoldan[ennawithcategoryAto Nq�� _ ,y,� ecwu � meetFCCre ulation. EXISTING PARAPET WALL ��p.`�' DetailedDesigninformafion CH[CnEOOr_ G.W-G/65.ra. R 0��G Site F Site Z h ZS� Existing Changem Existing Changeto - � , SECj�R � DishMOdel HP9-1078 VHLPX4-11W HP4-10JB VHLP%441W "G A SECTOR � �0p, IXISTING ROOFTOP DishSize 4ft 4(t 4ft 6tl � aofDishes 1 1 1 1 loo^�1�� Azimuth 23Z21S 237.215° 57.177° 5].1]]° �� Rad Center 13 tt 13 ft ]O k 70 k •• � � �0855.00oo�,�h�,; ��345.0000H,�h�,; RED SANDSTONE Frequency 10855.0000H 30]35.00OOV�ch2� 11345.00OOH 11225.00OOV(ch2) 545 NORTH FRONTAGE RD RadioType 95MPR11-0128F40-214 95MPR11-0128F40-214 95MPR11-0128F40-21G 95MPR11-0128f40-21G � amnaa�o: i z i z VAIL, CO 81657 � EXISTING AT&T RF TftANSPARENT CableType unk EW90 unk EW90 tt SCREEN WALL Cablelengch�ft� unk 60ft unk 110k � SHEET 11TL6 w TransporlDrop N E%ISTING AT&T ANTENNAS (OSI,ENET,D53, unk D51/ENET unk �Sl/ENET SECT�QnIs a -m (a nNrENNas PER sECroR - s sECTORS) os3�� DETAILS SHEPf NUM6ER: 2 ANTENNA PLAN 3 MICROWAVE INFORMATION A_3 SCALE: N.T.S. FOR INFORMATIONAL PURPOSES ONLY - PROVIDED BY AT&T SPECIFICATIONS: 19. RADIO MANUFACTURER APPROVED CONNECTORS ARE TO BE USED FOR INSTALLATION. 6.E%NCT LOCATION OF GROUND CONNECiION POINTS SHALL BE DETEftMINEO IN RELO. A�JUSi LOCATIONS 20.CONiRACTOR IS RESPON516LE FOR ENSUftING iHAi ANY SPARE PAftiS ARE RETURNED TO INDICAiEO ON PLANS ACCORDING TO ACiVAL EQUIPMENi LOCAilONS 70 KEEP iHE GROUND ��^ � A.GENEftAL CONNECTIONS CABLES A SHORi AS PRACiICAI. ��- DESIGNATED AT&T LOCAiION wITH PROPER DOCUMENTATION. CX 1.COORDINAiE LOCATION AND POWER REQUIREMENT$ OF ALL EQUIPMENT WITH AT&T AND 7.PROU�DE AlL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT EDIiION OF EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 21. IF A LICENSED RADIO IS DECOMMISSIONED AS PART OF THE SOW, THE CONTRACTOR IS THE NATiONAL ELECiRIC COOE AND iHE CURRENi EDITION OF iHE NATIONAL ELECiRICAL SAFEiv CODE. RESPONSIBLE FOR DELIVERY OF OLD EOUIPMENT TO DESIGNATEO AT&T LOCATION. BONOING JUMPERS WITH APPROVED GROUND FIiTINGS SHALI BE INSiALLED AT ALL RACEWAYS, 2.COOR�INATE LOCATION AND REOUIREMENTS FOR ELECTRICAL AND TELEPHONE SERVICES WITH B. WIRING/CON�UIT EQUIPMENT ENC�OSURES, PULL BOXES, EiC. TO MAINiAiN GROUN� WNTINUITY wHERE REOUiBE� BY GENERAL DYNAMICS THE PROPERTY REPRESENTATNE, Ai&T ANO UTILITY WMPANIES, ROUTING OF CONDUITS MAY BE COOE. MODIFlED TO MEET SItE REQUIREMENiS EXACT CONDUIi ROUTING TO BE DETERMINED M THE 7.PROVIDE PULL BORES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH Wreless Services B.ALL EOUIPMENT GROUND CON�UCTORS SHALL BE iIN COA7E0, �2 HWG COPPER UNlE55 NOiED FlELD. THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTER BENOS (360 DEGREES TOTALJ EXISi OiHERWISE ON THE DRAWINGS. 3.ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND IN A CONDUIT RUN. � INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OiHERW15E NOTED. p,pLL POWER AND CONiROL/INDICATION WIRING SHALL BE COPPER, TYPE THHN/THWN 600V E. INSPECiION/OOCUMENTAiION 4.UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAWED DURING RATED 75 OECREES CELSIUS, UNLESS NOTED OTHERWISE. I. THE CONTRACTOR, UPON COMPLEiION OF HIS WORK, SHA�L PROVIDE AS-BUILi DRAWINGS, WFORMAiION �� THE WSiALLAiION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS. TEMPORARY EQUIPMENi, 3.CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WIiH THE NEC. NO RIGHT ANGLE DEVICE SHOULD BE GNEN i0 TME GENERAL CONiRACiOR FOR INCLUSION IN FINAL AS-BWLT SURVEY CABLES, CON�UIT, SUPPORTS, INCIDENTAL MATERIALS AND LABOft SHALL BE PROVIDED AS OTHER THAN $iANDARD CONDUIi ELBOW$ WIiH 12 MINIMUM INSIDE SWEEPS FOR ALL CONDUITS DOWMENTS i0 BE GIVEN TO THE OWNER. P O W D E R R I V E R REQUIRED i0 MAINTAM ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF REQUIRED Ai p" OR LARGER. Development 6ervices.LLC ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EOUIPMENT IS IN 2 AT&T MICROWAVE TAPE DROP FORM TO BE COMPLETED AND SUBMITTED WITHM 24 HOURS OF PROPER OPERATION. IF ANY SERVICE OR SYSTEM MUST BE INTERRUPTED, THE WNTRACTOR 4.POWER WIRWG SIZE $HALL NOT BE SMALLER THAN 12AWG. DISH INSTALLATION. 100ESHENANGOSTREET N SHARPSVILLE,PA 16750 SNALL REWEST PERMISSION IN WRITWG STATING THE DATE, TIME, ETG THE SERVICE WILL BE S.ALL CONDUCTORS SHALL BE COPPER, AWMINUM CONDUCTORS SHALL NOT BE PERMITTED. 3.MINIMUA� TEST RESULTS DOCUMENT (AT&T APPROVEO FORM) MU51 BE SUBMITTED WITHW 24 ]24 962.5999 INiERRUPiED AND iHE AREAS AFFECTED, THIS REQUEST SHALL BE MADE IN SUFRCIENi TIME NOUftS OF HOP TEST COMPLETION. www.powderrivertlev.com FOR PROPER ARRANGEMENiS i0 BE MADE, MINIMUM OF FNE (5) BUSMESS �AY. WRITTEN 6.ALL POWER QRCUITS SHALL CONTAIN A GROUND WIRE. PERMISSION SHALL BE 08TAWED FROM iHE OWNEft BEFORE INTERRUPTING ELECTRICAL SERVICE. 7.PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. 4.lAICROWAVE SITE ACCEPTANCE (AT&T APPROVED FORM) Ml1ST BE SUBMITiE� AS A PORTION OF S.COORDINAiE NEW WORK WITH OTHER TRA�ES AND VERIFY E%ISTING CONOITIONS TO AVOID THE CLOSEOUT PACKNGE SUBMITiALS B.CONTRACTOR SHAL� DEBUR AN� SWAB ALL CONDUIT PRIOR TO PULLING CONDUCTORS IN INTERFEftENCE. M CASE OF INiERFERENCE AT&T'S REPRESENTATIVE WILL DECIDE WHICH WORK IS CONDUIL ENSURE THAT CONDUIT RUNS ARE CONTINUOUS. ALL CONDUIT SHALL BE SUPPORTED TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED. IN ACCORDANCE WITH THE NEG ELECTRICAL LEGEND 6.THE INSiALLAiION MUST COMPLY WITH THE LATEST EDIiION OF THE NEC AND ALL FEDERAL, 9JNSTALL PULL SiRINGS IN ALL CONDUIi DESIGNATED FOR FUTURE, SPARE OR FOR OiHERS. SiATE, AND LOCAL RULES AND REGULATIONS. 10. CONDUIT SCHEDULE M ELECTRIC METER & BASE 7.THE ORAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSiEMS 10.1. RIGID GALVANIZED STEEI (RGS) CONDUIT SHALL BEAR U.L LABEL, AN� BE GALVANIZED FUSIBLE DISCONNECT AN� EQUIPMENT UNLESS OTHEftWISE DEFlNEO BY DIMENSIONS OR DETAILS. EXACT EOUIPMENT ZINC COATED WITH ZINC INTERIOR. FITTINGS SHALL BE iHREADED AND GALVANIZED. SWITCH, 240V, 10, 200A, LOCAiIONS AND RACEWAY ROUTING SHALL BE GOVERNED 6Y ACTIIAL FlELO CONDITIONS AND/OR LOCKNUTS SHALL BE DIE CAST ZINC. BUSHINGS SHALL BE INSULATE�, DIE CASi ➢NG NEMA 3R ENCLOSURE I 06-21/13 FNCL SrnnaED ARM DIRECilONS FROM AT&T'S REPRESEMATNE RGS SHALL BE USED FOR ABOVE GROUND, EXTERIOR APPLICATIONS. FUSE AT 200A WITH 0 06/19/13 15suEO Foa RE�nEw CCM B.CONTRACTOR SHALL PAY FOR ALL REOUIRED PERMITS AND FEES INCWDING INSPECTIONS. �Q2 ELECiRICAL METALLIC iUBING (EMT) SHNLL BEAR Ul. LABEL FITTINGS SHALL BE CLASS RK-1 FUSES COMPRESSION TYPE, DIE CAST ZINC WITH CONNECTORS BEING INSULATED TYPE. EMT IS 9.ALL MATERIALS SHALL BE FURNISHED NEW AND WORK SHALL BE PERFORMED IN ACCORDANCE ONLY PERMITTED FOR IMERIOR APPLICATIONS. � CIRCUIT BREAKER � WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW'. 10.3. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BEAR LLL LABEL, AND MAY BE USED 0 ' WHERE ALLOWED BY CODE AND WHERE CONNECTIONS ARE SUBJECT TO VIBRATION. c EIECTRICAL POWER WIRING a.ANSI (AMERICAN NATIONAL STANDAROS INSTITUTE) FIiTMGS SHALL BE DIE CAST ZINC WITH CONNECTORS BEING INSULATED TYPE • �1� �` 10.4. PVC CONDUIT SHALL BEAR U.L LABEL AND SHALL BE SCHE�UIE 40 OR SCHEDULE 80. � ,'4 cCG'�� b.ASiM (AMERICAN SOCIEiY FOR TESTING MAiERIALS) FITTINGS SHALL BE OF THE SAME MAKE AS THE CONDUIT AND SHALL BE SUITABLE FOR T 1ELC0 WIRING U .i !�,Q cETL (ELECTRICAL TESiING LABORATORY) THE APPLICATION. CLEAN CONDUIT ENDS PRIOR TO APPLYING GWE �Q �� IOS. INiER10R CONDUIT RUNS SHALL BE MOUNTED ABOVE CEILINGS OR CONCEALE� IN WALLS �- RBER OPTIC CABLING •G NO. 41$4H �� d.ICEA (INSULATED CABLE ENGWEERS ASSOCIATION) WHERE POSSIBLE CON�UIT SHALL ftUN PARALLEL OR AT RIGHT ANGLES TO CEILING, �'.� �. � FLOOR OR BEAMS. GROUND WIRING 9 ' �'�II q . ;�� e-IEEE QNSiITUiE OF ELECiRICAL AND ELECiRONIC ENGWEERS) 10.6. TYPES NM, AC, AND MC CABLE ARE N07 PERMITTED- ��` S .• �� C NBFU (NATIONAL BOARD OF FIRE UNDERWRITERS) IOJ. PARALLEL UNDERGROUNO CONDUIi SHALL BE PVC SCHEOULE 40 UNLESS NOTED � GROUNDING ELECTRODE & �SS�' •••'�� OiHERWISE. SCHEDULE 80 PVC CONDUIT SHALL BE USED WHERE CONDUIT IS MSTALLED GROUNDING ELECTRODE ONAL g.NESC (NATIONAL ELECTRICAL SAFETY CODE) UNDER WALKWAYS, DRNES OR ROADS. INSTAL� AT A MINIMUM �EPTH OF 24" BELOW - CONDUCiOR GRADE. ALL TRENCHES SHALL BE BACKFlLLED. h.NEMA (NAiIONAL ELECTRICAL MNNUFACTURER'S ASSOCIATION) 71. MAINiAIN MINIMUM 1'-0" VERTICNL AND 1'-0" HORIZONTAL SEPARATION FROM ANY � GROUND ROD WITH ACCESS i_ NFPA (NATIONAL RRE PROTECiION ASSOCIAiION) MECHANICAL GAS PIPWG- � XIT GROUN� ROD PRO�. mo.�. �3i�oco9i3 j. UL (UN�ERWRITER'S LABORATORY) 12. ALL WIRWG ROUiED IN PLENUM SHALL BE PLENUM RATED OR IN META�LIC FLE% (LIOUIDTITE) � GROUND ROD aEaED o'r. e.w.ciGSr._ CONDUIT 10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIRCATIONS IN DEiAIL AND ADJUST G MECHANICAL 11'PE CONNECTION WORK TO CONFORM WITN ACTUAL SITE CONDITIONS 50 THAT ELECTRICAL DEVICES AND 13. FOR ALL BURIED CONDUIT RUNS, INSTALL RED WARNING TAPE AT A DEPTH OF 6". TAPE EQUIPMENT WILL BE PROPERLY LOCATED AND READILY ACCESSIBLE OVANTITIES LISTED IN SHALL READ "CAUTION BURIED ELECiRIC LWE BELOW". IDEAL �'42-101 OR EQUAL. • CADWELD 11'PE CONNECTION .- '. MATERIAL LISTS ON iHE DRAWINGS ARE fOR WFORMATION ONLY, THE CONTRACiOft SHALL �q, ALL RACEWAYS THAT ENTER THE BUILDINC FftOM UNDERGROUND SHALL BE SEALED WITH DUCT � PROVIDE HIS OWN TAKEOFF FOR MATERIAL QUANiIiY AND TYPES BASE� ON ACTUAL $ITE SEAL. CONDITIONS, IN A��ITION, CONiRACiOR SHALL PROVIDE ALL NECESSARY MATERIALS TO INSTALL ABBREVIATIONS EQUIPMENT FURNISHEO BY AT&T OR ITS SUPPLIERS. ALL ITEMS NOi SPECIFICALLY MENilONEO 15. A LISTED EXPANSION/DEFLECTION FITTING SHALL BE 115E� WHERE A RACEWAY CROSSES A HEREIN OR SHOWN ON THE CONTRACT DRAWINGS, BUT WHIChI ARE OBVIOUSLY NECESSARY TO STRUCTURAL JOINT INTENDED FOR E%PANSION, CON1RACilON Oft DEFLECTION. EQUAL TO AWG AMERICAN WIRE GAUGE 10093722 MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCWDED. 0-Z/GEDNEV TYPE AxB. INCWDES INTEGRAL BOND. ACCA ANTENNA CABLE COVER ASSEMBLY il. TNE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING QN WRITING) C. EOUIPMENi BCTW BARE COPPER TINNED WIRE RED SANDSTONE AT&i�$ REPRESENiATNE OF ANY CONFLICTS PRIOR i0 iHE SUBMISSION OF CONiRACiOR'S t. EOUIPMENT/PARTS CONNECTED TO E%ISiING PANELS, DUCiS, EiC. SHALL MAiCH iHE CHARACiERIS➢CS BTS BASE TRANSMISSION SYSTEM PROPOSAL OR PERFORMANCE OF WORK, IN THE EVENT OF DISCREPANQES THE WNTRACTOR (p�C, V, A) OF iHAi EOVIPMENi. QBGE COAX ISOLATED GROUND BAR E%TERNAL SHALL PRICE iHE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECiED IN WRITING OiHERWISE. DWG DRAWING SL5 NORTH FRONTAGE RD 2 ALL E%TERIOR ELECiRICAL EOUIPMENT SHALL BE NEMA JR RAiED. EMT ELECTRICAL METALLIC TUBINC 12 NLL FLOORS WHERE PENETRAiIONS AftE REOUIftEO IN BUILDING ARE TO BE CORE DRILLED AND FlRESTOPPED IN ACCORDANCE WITH APPLICABLE NATIONAL AND LOCAL BUILDINC CODES. �. GROUNDING GEN GENEftATOR VAIL, CO BICJS� 1. ALL CROUND WNNECTIONS i0 BWLDING SHALL BE MH�E USING TWO-HOLE CONNECilONS, PROVIOE GPS GLOBAL POSITIONING SYSTEM 73. PROVI�E A MINIMUM 36�� WORN CLEARANCE M FRONT OF PANELS AND ELECTRICAL EQUIPMENT. STAINLE55 STEEL BOLT$ AND LOCK WASHERS ON ALL MECHANICAL GROUNO CONNECTIONS. GR GROWTH 14. PROVIDE A WHITE PHENOLIC SIGN WITH 3�4" RE� ENGRAVED LETTERING ON EACH PIECE OF p,qLL EQUIPMENi SURFACES TO BE BONDEO TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT IGR IMERIOR GROUND RING (HALO) ELECTRICAL EOUIPMENT DESCRIBING WHAT iHE E�UIPA�ENT I5. EXAMPLE, "ATS", "SERVICE AND DIRT. CONNECilONS TO VARIOUS METALS SHALL BE A TYPE AS i0 NOT CAUSE A GALVANIC OR MIGB MASTER ISOLATED GROUND BAR SHEEI TITLE DISCONNECT". WRR09VE REACTION. AREA SHALL BE REPAINTE� FOLLOWING BONDING. PCS PERSONAL COMMUNICATION SYSTEM }.ANY METALLIC ttEM 151iHIN 6� OF GROUND CONDUCTORS MUSi BE CONNECiED i0 THE GROt1NDING PP� POWER PROTECTION CABMET ELECTRICAL 75. FlRESEAL ALL PENETRATIONS THROUGH WALLS. PRC PRIMARY RADIO CABINET NOTES SYSiEM. 16. CONTftACTOR 6 RESPONSIBLE FOR VERIFYING CABLE PLACEMENT ANO ATTACHMENT METHOD RGS RIGID GALVANIZED STEEL OF LWES ON TOWER. 4.EXTERIOR, ABOVE CRADE GROUND CONNECiIONS SHALL BE FURNISHED WITH A LIBERAL PROiECTNE RWY RACEWAY COATING OF ANiI-0%IDE COMPOUND. SH[ET NUM9ER: 17. CONTRACiOR IS RESPONSIBLE FOR ENSURING APPROPRIATE CTS TICNETS AND MOPS HAVE SICW STRANDED INSULATED COPPER WIRE BEEN SUBMIiTED NN� APPROVED. S.ALL MAiERIALS AND LABOR REQl11RED FOR iHE CROUNDING SYSTEM AS INDICHiED ON THE PLANS ANO TYP. TYPICAL E- I DETAILS, ANO AS DESCRIBED HEREIN SHALL BE FURNISHEO BV iHIS COMRACTOR UNLESS OTHERVASE 18. CONTftACTOR IS REQUIRED TO FOLLOW Ai&T ACCESS AND IDENiIFICATION PROCEDURES. NOTED. GROUNDING NOTES: �e+i ao� Aaoio � �l0(l UNIi.PS RWWRfD NaJE. (SEE PLAN LOR ) COrviRACiOR SHRLL VSE iHE EXISi1NG 1. iHE SUBCONTRACTOR SHALL REVIEW AND MSPECT THE EXISiING FAQLIiY aoaHrn) caouHO anas urzuor ie�snuco orv GROUNDING SYSTEM AND LIGHTNINC PROTECTION SYSTEM (AS OESIGNED AND rowea n sHC�*ea urv�ess arHCawise ucw wcAOwnvc Norco. INSTALLE�) FOR STRICT COMPLIANCE W1T THE NATIONAL ELECTRICAL CODE (NEC), �HrEHNq z) irvs.0 uicaawnvc ros�u conxu� CABLE PER MPNUfACiUPEfl�S AS ADOPTED BY iHE AUiHOftITY HAVING JURISDICTION (AHJ), THE SITE SPEQFlC saeaviunoHS. (UL,LPI, OR NFPA) LIGHTNING PROTECiION CODE, AND GENERAL COMPLIANCE WIiH GENERAL DYNAMIGS WIfQIQSS$fNIC25 iELECORDIA AND ilA GROUNDING STANDARDS. THE SUBWNTRACTOR SHALL REPORT nH.crvHa Mourv.wc ANY VIOLATIONS OR ADVERSE FlNDINGS TO THE CONTRACTOR FOR RESOLUiION. P�'E 2 ALL CROUND ELECTRODE SYSTEMS QNCWDING TELECOMMUNICATION, RAD10, LIGHTNING PROTECTION,A ND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT ��'ut� . OR BELOW GRADE, BY Tw0 OR MORE COPPER BONDWG CONOUCTORS IN ACCORDANCE WITH THE NEG X� e�cw 3.THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-0E-POTENTIAL RESISTANCE TO "`" " "s""`� POWDER RIVER EARTH TESTING (PER IEEE 1100 AN� 81) FOR NEW GROUN� ELECTRODE SYSTEMS - - o a�*enun ceoo�o Devebpment Servlcea LLC THE SUBCONTRACTOR SNALL FURNISH ANO INSTALL SUPPLEMENTAL GROUND e�uaip�wnvccumc � 100E.SHENANGOSTREET ELECTRODES NS NEEDEO TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS (se¢ aun raa nnnc�ro cussn SHARPSwLLE,PA 1615a auu+nm) pur[arv rawca 724 9625999 SHALL BE PERFORMED IN ACCORDANCE WITH 24782-000-EG00-0001, DESIGN & �TM"-1 ��.powtlerrivertle¢com TESTINC OF FACILITY GROUN�ING FOR CELL SITES. Ms nwc insuuieo 4.MEiAL RACEWAY SHALL NOT BE USE� AS THE NEC REQUIRED EOUIPMENT CROUND caouHO wie[. (ttcJ CONDUCTOR. STRANDED COPPER CONDUCTORS WITH CftEEN WSULATION, SIZED IN I _ cROONO eaR SUBMI I TALS ACCOR�ANCE WITH iHE NEC, SHALL BE FURNISHED AND WSTALLED WITH THE a �moo�c) � POWER CIRCUITS TO BTS EQUIPMENT. 0 S.EACH BTS CABWET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER � ceounoirvc rcit GROUND BAR W1iH GREEN MSULATED SUPPLEMENTAL EQUIPMENT GROUN� WIRES, I (naJ b6 AWG STRANDEO COPPEft OR LARGER FOR INDOOR BTS: q2 AWC STftANDED COPPER FOR Ol1TD00R 6i5. caouno ene 6.EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW (e/rowce7- - — GRA�E. I 06/21/13 FnoL Srartaeo ARM 7.APPROVED ANTIO%IDANT WATINGS (LE CONDUCTIVE GEL OR PASTE) SHALL BE �N� e.cw 0 06/19/13 Issueo FoR Revienl CCM USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. — GROUNO BFR BJCE BRIDGE BONOING CON�UCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLiED (amsmc sx¢�rea) WITH STAINLE55 STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. rvcw oou ano�o urvu, ns aEOwaEO(sec vuH � voa oou+nnr7 creooxo 00o Pea 9.ALUMINUM CONDUCiORS OR COPPER CLAD STEE� CONDUCTORS SHALL NOT BE ceovNOeo soece Mnuuvecruaee's accoMUeHOnnorvs Mp F PPPESiOR � CG.'9 SrvELiER ExiERiOR U:�J �`..Q USED FOR GROUNDING CONNECTIONS. � � F 10. M6CELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL 80%E5, FRAMES AND sHei*ce inrcaioe op� � � �� • SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WIiH iHE caoorvo ene •Q NO. 4734$ C� NEC. OusmE sHE�rEa) Mz a*cw -Q•.� �� o- n. METAL CONDWT AN� TRAY SHALL BE GROUNDE� AND MADE ELECTRICALLY I _ _ _ _ � O,p• �F.12'f' S ',\�1�� CONiINU0U5 WITH LI4E� BONDED FlTTINGS OR BY BONDING ACROSS iHE �SS v � N� aaom Eowou[rv* DISCONTINUITY WITH b6 AWG COPPER WIRE AND U.L APPROVED GROUNDING TYPE I I �ONAL E CON�UIT CLAMPS. eorvo ro exisriuc ceourvo awc wnn ei-oiaccrioun� 12. GROUND WNDUCTORS USED IN THE FAQLITY GROUND AND LIGHTNINC PROTECTION mrvHecno� SYSTEM SHALL NOi BE ROUTE� iHROUGH METALLIC OBJECTS THAT FORM A RING � — — I _ AROUND iHE CONDUCTOR, SUCH AS METALLIC CON�UITS, METAL SUPPORi CLIPS J = �0�. N0._ :�u-a�.o9i3 OR SLEEVES THROUGH WALL$ OR FLOORS. WHEN IT IS REQUIRED i0 BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-MEiALLIC �6 AWG STRANDED COPPER WIRE WITH GREEN, G RO U N D I N G R I S E R D IAG RAM cHecneo av_ �.w.cie s n. MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL 600V, THWN INSULATION OR BLACK MARKED AS CONDWT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIi PROHIBITED BY LOCPL REQUIRED BY THE NEC CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH ENO OF 7HE METAL . CONDUIT. - �� 13. ALL TOWER GROUNDWG SYSTEMS SHALL COMPLY WITH THE REOUIREMENTS OF AN51/TIA 222 FOR i0WER5 BEWG BUIIT TO REVISION G OF THE STANDARD, THE GROUN� BAR ON WALL, FLOOR OR AMENNA WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER TOWER 10093722 AND THE BURIED GROUND RING SHALL BE CHANGED FROM p2 AWG TO p2/0 AWG. IN AD�ITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED `R°M 8 `EET T° ,° `EET. O O � O O O O RED SANDSTONE CONTftACTOR SPECIAL NOTES' OO OO OO �O OO �O OO OO O 545 NORTH FRONTAGE RD - 1. CONTRACTOR IS RESPONSIBLE VEftIFYING CAB�E PIACEMENT AND ATTACHMENT METHO� OF LMES ON TOWER VAIL, CO 81657 2 CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE CTS TICKETS AND MOPS HAVE BEEN SUBMITTED AND APPROVED EXOTHERMIC WELD 3. CONTRACTOR IS RE�UIRED TO FOLLOW AT&T ACCE55 AND IDENTIFICATION (WELOWG PROHIBITED ON PROCEDURES ROOFTOPS) SHEET TIfLE 4. RADIO MANUFACTURER APPROVED CONNECTORS ARE TO BE USED FOR INSTALLATION GROUNDING NOTES 5. CONiRACiOR IS RESPONSIBIE FOR ENSURING THAT ANY SPARE PARTS ARE � DETAILS RETURNED TO DESIGNATE� AT&T LOCATION WITH PROPER DOCUMENTATION 6. IF A LICENSED RA�IO IS DECOMMISSIONED AS PART OF iHE SOW. CONTRNCTOR IS INSTALLATION OF GROUND WIRE RESPONSIBLE FOR DELNERY OF OLD WUIPMENT TO DESIGNATED AT&T LOCATION TO COAX CABLE GROUND BAR SHEET NUFI6ER: E -2 Existing Microwave Dish _�_ � � ' �� . _ ��' � r . �'?� � 4 ` r. � . � � '..u�� .i _ �I• I Y.� • � 1 � ,i.. F i � I `, -_ � �. $�'.!�� _ . .. � ��. .. �'R- _ „ �ry� � •. .. � . � ,F .. _ ti... M1 ; p�■!� : ',� �' ` �p�,•, — ��. � .; ti ��. !a.., �� , � I , �� Existi�g � �� ; ,��:� ,�" Microwave Dish .� ��. + .� o ,� fr; , � ; " �., ��4,�:r „�`"a��-- . � _ � f�'� � G'i, �+�.y �. 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'�� _ 1.2 m � 4 ft ValuLineO High Performance Low Profile Antenna, dual-polarized, 10.125- ��'� 1iJ00 GHz, PBR100,white antenna, polymer white radome without flash, standard . . pack—one-piece reflector _��:_ f � �� Antenna Type VHLPX -ValuLine� High Performance Low Profile Antenna, dual-polarized Diameter, nominal 1.2 m � 4 ft Packing Standard pack Radome Color White Radome Material Polymer Reflector Construction One-piece reflector Antenna Input PBR100 Antenna Color White Antenna Type VHLPX -ValuLineOO High Performance Low Profile Antenna, dual-polarized Diameter, nominal 1.2 m � 4 ft Flash Included No Polarization Dual �� Operating Frequency Band 10.125 - 11.700 GHz Beamwidth, Horizontal 1.5 ° Beamwidth, Vertical 1.5 ° Cross Polarization Discrimination (XPD) 30 dB Electrical Compliance Brazil Anatel Class 2 � ETSI 302 217 Class 3 � US FCC Part 101A @ 10.55-1OJ GHz � US FCC Part 101A @ lOJ-11.7 GHz � US FCC Part 101B @ 10.125-11.7 GHz Front-to-Back Ratio 66 dB Gain, Low Band 40.2 dBi Gain, Mid Band 40.7 dBi Gain, Top Band 41.0 dBi Operating Frequency Band 10.125 - 11.700 GHz Radiation Pattern Envelope Reference (RPE) 7185 � 7186 Return Loss 17.7 dB VSWR 1.30 � �� Fine Azimuth Adjustment f15° Fine Elevation Adjustment f15° Mounting Pipe Diameter 115 mm � 4.5 in Net Weight 40 kg � 88 Ib �� COMMSCC�PE� �� POWEREDBY 7NDREW: I �\ Side Struts, Included 1 inboard Side Struts, Optional 1 inboard Wind Velocity Operational 200 km/h � 124 mph Wind Velocity Survival Rating 250 km/h � 155 mph � �� Axial Force (FA) 5326 N � 1197 Ibf Side Force (FS) 2638 N � 593 Ibf Twisting Moment (MT) 2370 N•m Weight with 1/2 in (12 mm) Radial Ice 75 kg � 165 Ib Zcg with 1/2 in (12 mm) Radial Ice 310 mm � 12 in Zcg without Ice 210 mm � 8 in �� COMMSCC9PE� �� POWEREDBY 7NDREW: I � �� F� V ry � i I f _:i-h-- -�� -i.y�l �� --- :_��'2 -9 . �, f#. z� 1 ��y �1�, . , Y M* �� Gross Weight, Packed Antenna 72.0 kg � 158.7 Ib Height 1520.0 mm � 59.8 in Length 1360.0 mm � 53.5 in Volume 0.9 m3 Width 410.0 mm � 16.1 in �� COMMSCC9PE� �� POWEREDBY 7NDREW: I �� r � , "'`t, �°�.._ �� .-� � __ � � � _ � ¢ :i,.' ,��"-k u �r .t . -dy :t. +, T �� "f�" �0.'�r ��u1' �', :I � '�� J �,� ��y.�•� � .� 1 � t � � � I � � � � .� . mimensians on Inches (mm) �Arrtenna S�Ze ,f�(m} P� B � � [] � 4(i,2j 49.3(.1253 j 17.5�445} 2�.4(69Tj 6.3(1�4} 11.3�303� �� Axial Force (FA) Maximum forces exerted on a supporting structure as a result of wind from the most critical direction for this parameter. The individual maximums specified may not occur simultaneously. All forces are referenced to the mounting pipe. Cross Polarization Discrimination (XPD) The difference between the peak of the co-polarized main beam and the maximum cross-polarized signal over an angle twice the 3 dB beamwidth of the co-polarized main beam. Front-to-Back Ratio Denotes highest radiation relative to the main beam, at 180° f40°, across the band. Production antennas do not exceed rated values by more than 2 dB unless stated otherwise. Gain, Mid Band For a given frequency band, gain is primarily a function of antenna size. The gain of Andrew antennas is determined by either gain by comparison or by computer integration of the measured antenna patterns. Operating Frequency Band Bands correspond with CCIR recommendations or common allocations used throughout the world. Other ranges can be accommodated on special order. Packing Andrew standard packing is suitable for export. Antennas are shipped as standard in totally recyclable cardboard or wire-bound crates (dependent on product). For your convenience, Andrew offers heavy duty export packing ootions. �� COMMSCC9PE� �� POWEREDBY 7NDREW: I �\ Radiation Pattern Envelope Reference (RPE) Radiation patterns determine an antenna's ability to discriminate against unwanted signals under conditions of radio congestion. Radiation patterns are dependent on antenna series, size, and frequency. Return Loss The figure that indicates the proportion of radio waves incident upon the antenna that are rejected as a ratio of those that are accepted. Side Force (FS) Maximum side force exerted on the mounting pipe as a result of wind from the most critical direction for this parameter. The individual maximums specified may not occur simultaneously. All forces are referenced to the mounting pipe. Twisting Moment (MT) Maximum forces exerted on a supporting structure as a result of wind from the most critical direction for this parameter. The individual maximums specified may not occur simultaneously. All forces are referenced to the mounting pipe. VSWR Maximum; is the guaranteed Peak Voltage-Standing-Wave-Ratio within the operating band. Wind Velocity Operational The wind speed where the antenna deflection is equal to or less than 0.1 degrees. In the case of ValuLine antennas, it is defined as a maximum deflection of 0.3 x the 3 dB beam width of the antenna. Wind Velocity Survival Rating The maximum wind speed the antenna, including mounts and radomes, where applicable, will withstand without permanent deformation. Realignment may be required. This wind speed is applicable to antenna with the specified amount of radial ice. ��