HomeMy WebLinkAbout1.01 Plans, NETWORK VISION MMBS LAUNCH EXTENSION CORD s;;;"nt ~ S Pr l• n ~ DE05AL526 .." 130 1 EAST LOOKOUT ORlVE TX 105 112 E. ALKALI CREEK ROAD I ~I ~F~F~<RAL DYNAMICS TM NEWCASTLE, CO 81647
16 GARFIELD COUNTY IB I ~»" m • B 01·'''''3 M • I~ LATITUDE: 39.56564000 0 /390 33' 56.304" (NAD 83) (GPS READING) REV. DAlE REVISION Bi -,,-DESCRIPTION LONGITUDE: -107.534210000 1-10r
32' 3.156" (NAD 83) (GPS READING) CON~ 100' TO TOP OF SELF SUPPORT TOWER I . ~ ~II ~ RMRMARKET Telecom 96~E:~~~T!~~ri2::AD "LL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE W1TH , i , SHEET DESCRIPTION THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICAnON FACILITY THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL , V ENGINEER:
NETWORK VISION eQUIPMENT UPGRAOE 15'-GOVERNING AUTHORITIES, NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT .'.. ..... l_' TITLE SHEET lLCL WORK NOT CONFORMING TO THESE COOES.
I N-' GENER.'II.. NOTES 2021 HAYMEN OR PlANO TX 15023 BUlLDINGlDWEUING cooe IBC2009 ........ , I N-' GENERAL NOTES PHONE .. (&12) 527-0300 MECHANICAl CODE IMC2009 ELECTRICAl CODE NEC
2003 .-" ,....-z _._-A-l OVERAlL SITE PlAN STRUCTURAL ENGINEER: FIREIlFE SAFETY CODE IFC2009 GPD(lROUP \ ~ _.=?, A-' COMPOI..IND & EQUIPMENT PLANS 520 SOUTH MAIN ST, SUITE l!>31 . ~
.. ,., ELEVATION & AHTENNAPlANS (AlL SECTORS) AKROO, OK 4431' CONTACT JOHNKABAK, PE a JT_ OL,r o LOC::':NI ~ EQUIPMENT DEl AILS PHONE . (61.) 859·'601 £.~ M EOUlpMENT OET.t.ILS (OUTDOOR
SPECIFIC .... 1!ONS) EM .... IL 1WM'.Gf'OGROUP,COM , . /..-.. EQUIPMENT OET.t.ILS SITE ACQ. PROJECT MANAGER: REBECC .... AGUIRRE ACCESSIBILITY REQUIREMENTS: ".-.-.~ RF·\ ANTENNA AND
CASLE COLOR COOING OETAILS GENERAL DYNAMICS WIRELESS SERVICES 215 YiEsl ~ MAIN STREET FACILITY IS UNMANNED ANO NOT FOR HUMAN HABIT .... TION. HANDICAPPEO .... CCESS ~" E_' ONE-lINE OI
.... GRAM & POWER PANEL SCHEDUlE 5&1)0 SOUTH aUEBEC STREET SUITE 3.OC REOUIREMENTS ARE NOT REOUIRED IN .... CCORDANCE WITH THE 2009 IBC BUILDING CODE. GREENWOOD VILLAGE, CO BCI II pMHCo"~,t
';7?~a~501.,~96 E-' ElECTRICAlOET .... H..S (303)357·1331 OFFICE (720) 539.(1" 1 CELL \ E_' GROUNDING & ROUTING Pl.AN5 REBECCA.&.GUIRREOGDIT.COM CODE BLOCK E" GRQlJtIJDlNG eET AILS CONSTRUCTION
MANAGER: .PGt ~. ,PG DRY CONRAD 1b-E.' GROtiNIlINO nFT An !: CONS Hive TION :OUPERVI5OR AREA MAP GENERAL DYNAMICS V.1RElESS SERVICES " NO OESIGN SUPPORT SERVICES saoo S. aUEIl£C ST.
SUITE J40C 2ml l l ~\\" hn Onl"(' GREEN'NOOO VILLAGE, CO 80111 IJ;'~ SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY (303)357.1320 CELL (303)357·'3~ OFFICE
REMOVE (.) EXISTING PANEL ANTENNAS (2 PER SECTORI .. :>. \ ~ . (120) 4511..8656 FAA INSTALL (2) NEW PANEL ANTElmAS I' PER SECTOR) i I. a \,.<1 ....... 8\0-ORY.CONRADGGOIT.COM REMOVE
(2) EaUIPMENT CABINETS CUSTOMER: INSTALL (1) NEW MMBS CABINET "' SPRINT SPECTRUM INST .... Ll (' ) NEW BBU CASINET "' . . 4 \ \ ' 1105 WEST 2~OO SOUTH. SUITE A REMOVE AlL EXISTING SPRINT
ANTENNA COAAIAL CABLES , -.. . SAlT LAKE CITY. UT totllQ INSTAU.(2) NEWHYBRIDFLEX FIBER OpTlC CASl£S USING CONTACT CUSTOMER SERVICE EXISTIIofG COAA ROUTE (I PER SECTOR) ~-" PHONE If
801..J58-01.3 INSTAll. (4) N€W RRU'S ." /.~ .~ ~~ ..... SHEET INDEX TOVv£R OWl'llER: 44068 -..... '11"1 K ERR ROAD . ,," NEWKENSINGTQN PA l S068 ~",. ~"'_/a .. .1 . -. CONT .... CT CUSTOMER
SERVICE .. ~_v_ ...... PHONE ~ 7~976 APPLICANT: BUILDING DEPARTMENT: ~~'~~~j' PROJECT DESCRIPTION REBECCA AGUIRRE GARFIELD COUNTY COMMUNITY DEVELOPMENT 'v. SJTe: LOOATION GENERAl DYNAMICS
WIRELESS SERVICES 108 8TH ST oI-' ~""8, MOO SOUTH OUEBEC STREET SUITE 3-(OC GLENWOOD SPRINGS. CO BI601 ?/2/1~ ? Io,ot""' .. GREENWOOD VILLAGE, CO 80111 CONT ACT STAFF DIRECTORY ". ...
(303)357.1331 OFFiCe PHONE' &70-945-3212 "'-. ( 720 )539-o 1~1 CELL RESECCA.AGUIRRECGOIT.COM ELECTRICAL COMPANY: APPROVAL SIGNATURE DATE PROPERTY INFORMATION: XCELENERGY '~"~""H PROPERTY
OWNER BURNING MOUNTAIN LAND & CAnlE LtC CONTACT CUSTOMER SERVICE EXTENSION CORD SITE ACQUISITION VICINITY MAP • ADDRESS 5115 COUNTY ROAD 33S 11<101 PHONE . (800) 481-4700 DEOSALS26 IIANAGER
NEWCASTLE. C0811So47 TELCO COMPANY: CENTURYLINK CONSTRUCTION CONTACT CUSTOMER SERVICE 105 112 E. ALKALI CREEK ROAD I.!AN .... GER 10M R OWNER '" PHONE " SBAsn E 10 CO,047Q.A03 NEW CASTLE,
CO 81647 A&E MANAGER FROM DENVER ImERNATlONAL AIRPORT ZONING C~SSIFICATION '"~ AAV MANAGER: GARFIELD COUNTY TO SITE ,. PRAn SETHERS PlANNING DEPART DENVER INTERNATIONAL AIRPORT [PENA
BLVD, DENVER CO 80249, UNITED STATES. ON CONSTRUCTION TYPE BACKHAUL PROJECT MANAGER CONSULTANT PENA BLVD (NORTH), BEAR RIGHT (NORTH)ONTO LOC .... L ROAO(SI. BEAR LEFT f\II'IOST)ONTO
LOCAL OCCUPANCY " GENERAL DYNAMICS WIRELESS SERVICES DRAWN BY JR I"" ROAOlS). MERGE ONTO LOCAL ROAO(S). ROAD NAME CHANGES TO PENA BLVD . .... T EXIT 68, KEEP JURISDICTION GARFiElD COUNTY
5500 S. QUEBEC ST, SUITE 3~OC JM 01 .1 6.13 RF MAN .... GER RIGHT ONTO RAMP. 'TOll ROA{)' MERGE ONTO E-470. AT EXIT 47, KEEP RIGHT ONTO RAMP. TAKE CURRENT USE UN!lmNED WIRELESS TELECOMMUNICATIONS
FACILITY GREENWOOD VILLAGE, CO 801 11 RAMP (LEFT) ONTO ~25 [US-311. AT EXIT 2111, TAKE RAMP (RIGHT)ONTO H8. MERGE ONTO ~70 , AT (30l) 351·13304 DIRECT ,,,,,,nne EXIT,05 TURN RIGHT ONTO
RAMP_ TtiRN LEFT (SOUTH)ONTO CR·2.0. KEEP STRAIGHT ONTO NEW USE UN!lmNEO WIRELESS TELECOMMUNICATIONS FACILITY (30l) 2634\S9 CELL RFENGINEER CR.2. 0(BRUCE RD~ TURN RlGHl (WEST) ONTO COLORADO
RIVER RD [CR-335)TURN LEFT (EAST) ON (720) . 59-..8656 FAA TITLE CR..J141 AlKALI CREEK RD. TURN LEFT (NORTH) ONTO LOCAL ROAOcS~ ARRIVE Al 105 1/2 E. ALKALI, PRAn.BETHERS(tGOH.COM PROPERTY
NEWC .... STLE C081&o17. PARCEL NUMBER (S) RF ENGINEER: SHEET OWNE. 2123-3' . 000'6 RAM NANDIRAJIj SPRINT RF ENGINEERlt«3 t EAO _COLORADO (REGION '4) STA NETWORK SERVICES SHEET NUMBER
"'. REPRESENTATIVE MOO S, OUEBEC ST SUITE n05B LEASE AREA: GREENWOOO VILLAGE, CO· 10111 MVMAN .... GER 36S0 FT PHONE (303) 815-60467 R.NANDIRAJU@STA.SAMSUNGCOM SIGNATURE BLOCK DRIVING
DIRECTIONS PROJECT SUMMARY PROJECT TEAM T-1 0
SPECIAL NOTE: THIS SET or PLANS REPRESENTS REVISIONS BASED ON eEST AVAILABLE INfQRt.lATlON FROt.t EARLIER CONSTRUCTION ORAYrlNCS fOR THE SITE: INDICATED ON THE 1-1 ORA.WoNC. IMTHOUT
[J(C£PnON. THE CONTRACT~ SHAll Y(RlfY THE f OlLO'MNG BEFORE suelolnnNC HIS PROPOS ..... fOR ruE WORK ON THIS SHE: C<»flflACTOR SHAll ..,SIT THE SITE AHD CARUUllY [KAr.l IN[ THE ClJRR£NT
CONnGURAllOH. EOUI?t./(NT. A.NO 2. ELECTRICAL CONTRACTOR SHAll VISIT THE JOB SITE AND fAMllIAAIZE HIMSElf" 'filTH ANY/AU. CONDITIONS MfECTINC £LECTRICAl AND COMMUNIC A.TIOH INSTALlAlION
AND MAKE PRO..,SlONS AS TO THE COST lliEREOf. All ()OSTING CONDITIONS Of ELECTRICA.L EQUIP., UGH FlXTUR[S. ETC .• THAT ARE PAAT Of lliE FINAl SYSTEI.4. SHAll BE VERlflED BY lliE CONTRACTOR,
PRIOR TO THE SUBMItTAl Of HIS BID. fAILURE TO COMPLY WITH THIS PARACRAPH WILL IN NO WAY REUEVE CONTRACTOR Of PERFOOt.llNG "'LL WORK NECESSARY rOR A COMPLElt AND WORKINC SYSTEM. INST
..... LATION. CONTRACTOR SHALL CONfiRM OR DENT (OCT.tJL[O IN \\RlnNG TO '!liE 001) THAT THE [lOSTING IN-SITU INSTAlLATION SUBSTANl1ALlY Rf:FLECTS THE [)OSTING CONOITIONS INOIC41[0 IN
THIS ORAI'I\NC SET PRIOR TO THE CURRENT PROPOs(O REVISIONS. CONTRACTOR SHALL CERTIFY THAT HIS PROPOSAL INCLUDES ALL NECESSARY EOUIPr.I[NT, t.lAltRIALS. WORK, fEES, OR REVISIONS TO MEET
THE FlNAl SPRINT AND AVTHQRITY(IES) HAVlNG JURISDICTION (AHJ) REQUIREMENTS FOR THIS INSTAllATION IN NO CASE SHALL PROPOSED REVISIONS TO THIS SITE RELAX ANY [""utR MORE STRINGENT REOUIREldENT.
ANY PERCEIVED CHA.NGES TO EXISTING OR PROPOS£O REVISIONS SHA.Ll BE APPROVED IN ~mNG BY THE C~ . CCtHRA.CTOR IYILL CHECK THE TOWER FOR MIGRA. TORY BIRO PRESENCE ANO BIRO NESTS UPON .t.RRIVlNG
ON SITE. If THE CONTRA.ClOR fiNDS BIRDS OR A BIRO NEST ON SITE. THE CONTRACTOR MUST NOT BEGIN WORK ON SITE AND MUST CONTACT TiiE CONSTRUCTION MANA.CER fOR fURTHER DiRECTION. GENERAL
CONSTRUCTION NOTES 1. ALL WORK SHALL COHfORM TO THE REQUIREMENTS (F THE LOCAL BUILDING CODE, THE LATEST EDiTIOH AHD ALL OTHER APPLICABLE CODES AN() ORDINANCES. 2. CONTRA.CTOR SHM.L CONSTRUCT
SITE IN ACCORDANCE IYlTii THESE DRAIYINGS AND SPRINT INTEGRA.ltO CONSTRUCTION STANDARDS fOR IYIRELESS SlT(S (LAT(ST REVISION). THE SPECIFICATION IS THE RUUNG DOOJI.4ENT AND ANY DISCREPANCIES
BETWEEN lliE SPEClFlCA.TION AND THESE DRAIYINGS SI10ULD BE BROUGHT TO THE A TTENTlON Of THE ENGINEER PRIOR TO PROCEEDING 'MTH CONSTRUCTION. J. CONTRA.CTOR SI1A.LL VISIT THE JOB SITE
AND SHAlL fAMlUARIZE HIMSElf IYIlli All CONDITlOHS AffECTING THE NEW WORK A.NO SHA.LL ~AK E PROVISIONS A.S TO THE COST THEREOF. nELD CONDITlONS AND DlldENSIONS AND COHflRldlNG THA.T
THE WORK MAY BE ACCONPUSHED AS SHOVif'ol PRIOR TO PROCEEDINC IYITH CONSTRUCTION. ANY DISCREPANCIES SHAlL BE BROUGHT TO THE: ATTENTlON OF" lliE ENGINEER PRIOR TO lliE CQI.IMENCOIENT Of
WORK. NO CQI.IPENSATION IYILl BE AWAROED BASED OH ClAIM Of LACK Of KNOIYI..EDGE Of flElD CONDITIONS. 4. PLANS.t.RE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A OIA.GRA.M!.IA.TlC
OUTlINE ONLY UNLESS OtHER'MSE NOTED. THE WORK SHALL INCLUDE: nJRNISHING MATERiAlS. EOUIPWENT ANO APPURTENANCES. ANO LABOR NECESS.t.RY TO EffECT All INSTALLATIONS A.S INDICA1£D ON lliE
DR"'\YINCS. 5. DIMENSIONS SHOI'IN ARE TO fiNISH SURFAC(S UNLESS OlliERIYlSE NOTED. SPACINC BETWEEN EQUIPMENT IS REOUIRED CLEARANCE. tHEREfORE. IT IS CRITlCA.L TO fiELD "";:RlfY DIMENSIONS.
SHOULO THERE BE A.NY QUESTIONS REGARDING THE CONTlUCT DOCUMENTS. EXiSTINC CONDITlONS AND/OR DESIGN INTENT. lliE CONTRACTOR SH"'LL BE RESPONSIBLE FOR oealNING lliE WORK. S. DETAILS ARE
INTENDEO TO SHOW Df:SlGN INTENT. 1.400lflC ... TIONS I.4AY BE REOUIRED TO SUIT JOB DlMENSlCJoIS OR CONDInONs, AND SUCH MOOlflCA.TIONS SHAlL BE INCLUDED AS PAAT Of THE WORK. 1. CONTRACTOR
SHALL RECEIVE ClARifiCATION IN 'llRlTINC. AND SHALL RECEIVE IN ~mNG AUTHORIZ ... TICft TO PROCEED BEfOR( STARTINC WORK ON ANY IltMS NOT CLEARLY DEfiNED OR iOENTlflED BY THE CONTRACT
OOOJI.IENTS. 8 CONTRA.C1OR SHA.LL SUPER..,SE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTICJoI. CONTRACTOR SHAll BE SOlELY RESPONSIBLE FOR CONSTRUCTION MEANS. METHODS.
1£CHNIOUES. SEOUENC[S AND PROCEDURES AND FOR CooRDINATlNG All PORTIONS Of THE WORK UNDER CONTRACT. UNLfSS OTHERIYlSE NOTED. 9 CONTRACTOR SHALL BE RESPON$jBLE rOR THE SM"[TY Of THE WORK
AREA. ADJACENT AREA.S AND BUILDING OCCUPANTS THA.T A.RE UK£LY TO BE AFfECTEO BY THE WORK UNDER tHIS CONTRA.CT. WORK SHALL CONfORM TO ALL OSHA REOUIREMENTS. 10. CONTRACTOR SHAll COORDINATE
HIS WORK IYITH THE SUPERINTENDENT Of BUILDINCS & GROUNDS AND So-tEDULE HIS ACTI..,TIES AND WORKING HOURS IN ACCORDANCE IYIlli THE REOUIREI.4ENTS. 11. CONTRACTOR SHAll SE RESPONSiBLE
f OR COOROiNATlNC HIS WORK IYI TH THE WORK OF OTHERS AS IT MAY RELATE TO RAOIO EQUlPI.IENT, ANTENNAS AND ANY OTHER PQRnCJolS Of THE WORK. 12. INSTALL AlL EQUIPMENT ,\ND ).tAT£RIAlS IN
A.CCORDANCE 'MTH MANUfACTURERS RECOt.lMENDATIONS UNLESS SPECIRCALlY OlliER'MSE It-tDlCATED OR IYI-IERE LOCAL COOES OR REGULATIONS TAKE PREc[DENCE. 1J. MAKE NECESSARY PROVISIONS TO PROTECT
EXiSTINC SURFACES. EQUIPMENT. IMPROVEMENTS. PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE TH AT OCCURS DURINC CONSTRUCTION. 14. IN DRilliNG HOlES INTO CONCRElt ~ETHER FOR fASTENINC OR
ANCHORINC PURPOSES. OR PENETRATIONS THROUCl1 THE fLOOR FOR CONDUIT RUNS. PIPE RUNS. ETC .• MUST BE ClEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO. CUT OR O ......
ACEO UNDER ,\NY ORCUMSTANCES (UNLESS NOTED OTHERIYlSE). LOCATIONS Of RrINfORCING STEEL ARE NOT DEfiNITELY KNO~ AND tHEREfORE MUST BE SEARCHEO FOR BY APPROPRIATE METHOOS AND EOUII't.IENT.
15. REPAIR AlL EXISTINC WALL SURfAC[S OAMACED DURINC CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN IYITH ADJAC[NT SURfACES. 16. SEAl PENETRATIONS tHROUGH fiR[ RAl£O AREAS 'MTH U.L LISTED
A.ND FIRE CODE APFRO'otO MAT[RlAlS. 11. KEEP CONtRACt AREA ClEAN. HAZARD FREE. AND DISPOSE Of ALL DIRT. DEBRIS. AND RUBBISH. EOUIPMENT NOT SPECifiED AS REMAINING OH THE PROPERTY Of THE
O~ER SHALL BE REMO'otD. LEA.VE PREMISES IN CLEAN CONomON AND fREE fROt.l PAINT SPOTS. OUST. OR SMUDGES Of ANY NAlIJRE. CONTRACTOR SHAll BE RESPONSIBLE FOR MAINTA.INING ALL ITE t.lS UNTIL
COMPLETION OF CONSTRucnON. lB. MINIMUM BEND RADIUS Of ANTENNA CABLES SHALl. BE IN ACCORDANCE IYITH CABLE I.IANUfAClIJRERS RECOMMENDATIONS. 19. ALL EXISTINC INACTIVE SEWER. WATER, GAS,
ELECTRIC AND OlliER UTIUTIES. IYI-IICH INTERfERE 'Mlli lH[ EXECUTION Of THE WORK. SH.4U. BE REMOVED AND/OR CAPPED. PLUGG(D OR OTHER'M$( OISCONTINUEO AT POINTS 'MilCH IYILL NOT INT[RfERE
'MTH THE EXECUTION Of THE WORK. SU8,(CT to tHE APPROVAL or THE ENGINEER. 20. CONTRACTOR SHA.LL t.IINIJ.lIZE DISTURBANCE TO EXISTINC SITE DURINC CONSlRlICTION. EROSION CONTROL MEASURES.
If" REOUIREO DURING CONSTRlJCTION SHALL BE IN CONfORMANCE 'Mlli .AJRISOICTICJoIAL OR STATE AND lOCAL CUIOEliNES FOR EROSION AND SEDII.4ENT CONTROL AND COORDINATED 'MTH LOCAL REGULATORY
AUTHORITIES. 21. LIGHT SHADED LINES ANO NOTES REPRESENT WORK PRE"'OUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE Of WORK fOR THIS PROJECT. CONTRACTOR SHA.LL VERifY IF EXISTING
CONSTRUCTION IS COMPLE1£. CONTRACTOR SHALL NOTIFY ENGINEER Of A.NY E~ISTlNG CONDITICJoIS THAT DEVIATE fROM THE DRAIYINCS PRIOR TO BEGINNINC CONSTRucnON. 22. CONTRACTOR SHAlL SECURE AlL
NECESSARY PERMITS ,\NO/OR 'MRINC CERnflCAT[S REQUIRED fOR THE ElECTRICAL SER"'CE UPGRADE. IN AOOITION, CONTRACTOR SHAll PRO"'OE All NECESSARY COORDINATlON AND SCHEDUUNC 'MTH THE SERVINC
ElECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES I. ELECTRICAl CONTRACTOR SHAll SUPPLY AND INSTA.LL ANY/AlL ELECTRICAL WORK INDICA1£O. ANY/All CONSTRUCTION SHALL
BE IN ACCORDANCE W/ORA'MNCS AND ANY/All APPLICABLE SPECIfiCATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING IYITH THESE REQUIREMENTS. CONTRACtoR SHA.LL NOTlfY ·CONSTRUCTION t.lA.NAGER·
AS SOON AS POSSIBLE. MTER THE DISCO"";:RY OF" THE PR08LEI.4 S. AND SHALL NOT PROCEED IYITH THAT PORTION Of WORK. UNTIL THE 'CONSTRUCTION MA.NAGER· HA.S DIRECT[O THE CORRECTIVE ACTIONS
TO BE TAKEN. 3. ALL WORK SHA.Ll BE PERrOR~ EO IN ACCORD ... NCE WIlli lliE LA TEST EDITION Of mE NEC AND ALL COOES AND LOCAL OROINA.NCES Of THE LOCAL POWER & TELEPHONE COMPANIES HA.VlNC
JURISOICTlON AND SHAll INCLUOEO BUT NOT BE LIMITED TO: A.. UL --UNDER~ITERS LABORATORIES B. NEC --NATIONAL ELECTRICAl CODE C. NEMA --NATlCJolAl ELECTRICAL MANUfACTURERS ASSOC. D. OSHA
--OCCUPATICJoIAL SAfETY AND HEAlTH ACT E. lBC --INTERNATIONAl BUILDING CODE f . NfPA --NATlCJoIAl fiRE CODES 4. 00 NOT SCAlE ELECTRICAl DRAIYINCS. REfER TO SITE PLANS AND ELEVATIONS
FOR EXACT LOCATIONS or ALL EOUIPMENT. AND CONFIRM 'M TH CONSTRUCTION MANAGER ANY SIZES AND AND LOCATlONS 'MiEN NEEo(D. EXISTING SER"'CES: CONTRA.CTOR SHAlL NOT INTERRUPT E~ISTINC SER"'CES
IYITHOUT 'WRITTEN PERMISSION Of tHE COlT. S. CONTRACTOR SHALL PAY FOR ANY/All PERMITS. FEES. INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERt.lITS AND APPROVED SUBMITTALS PRIOR
TO THE WORK BECINNINC OR ORDERING EOUIPMENT. 1. tHE tERM "PROVIDE" USED IN CONSTRUCTlCJoI DOCUMENTS AND SP(onCATIONS. INDICATES THAT THE CONTRACTOR SHALL fURNISH AND INST .... LL 8.
CONTRACTOR SHALL CONfiRM IYItH LOCAL UTIUTY COMPANY ANY/All REQUIREI.IENTS SUOi AS THE; LUC SIZE RESTRICTIONS. CONOIJIT ENTRY, SIZE OF TRANSfORMERS. SCHEDULED OO'MllTIM[ fOR THE O't'oNERS'
CQNflRMATICft, ETC. ANY/AlL CONFLICTS SHAll BE BROUGHT TO THE ATT[Nf)QN Of THE CONSTRUCTICJoI MANAGER. PRIOR TO BEGINNINC ANY WORK. 9. t.l INIMUM IYIRE Sl2E SHAlL BE 112 Awe, NOt INCLUDING
CONTROl IYIRING. UNLESS NOTtO OTHERIYlSE AlL CONOUCTORS SHALL BE COPPER 'MTH TH~ INSULATICJoI. 10. OUtlET BOXES SHALL BE PRESSED ST[EL IN DRY LOCATIONS, CAST AllOY IYITH THREADED HUBS
IN \\£T/OA~P LOCATIONS AND SPECIAL ENClOSURES fOR OTHER CLASSifiED AREAS. II. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL or THE CQIISTRUCTION. CONTRACTOR IS E~PECTED
TO fURNISH AND INSTALL AlL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIRE"'ENTS fOR tHE EOUIPMENT TO BE PLAc[D IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEI.4 SHALL
BE AS COMPLET[L Y AND EffECTIVELY GROUNO(D, AS REOUIREO BY SPEOFICATICJoI. SET fORTH BY SPRINT. U. All WORK SHALL BE PERFORMED BY .... UCENSED ELECTRICAL CONTRACTOR IN A FIRST Q.ASS.
WORIO.IANUKE MANNER. THE COMPlEl£O SYST[l.1 SHALL BE fULLY OPERATI"";: AND SUBXCT TO R[CULATORY INSPECTION AND APPROVAl BY CONSTRUCTlON !.IANAGER. 14. ALL ~K SHAlL 8'E COORDINATED WITH
OTHER rRAOES TO AVOID INTERfERENCE IYITH THE PROGRESS Of CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK fREE FROM OEFECTS FOR A PERIOD Of NOT LESS lliAN TWO
YEARS fROM DAT[ or CUSTOMER·S ACCEPTANCE. IS. tHE CORRECTION Of ANY DEfECTS SHALL BE COMPLETED 'MTHOUT ANY ADDIT1ONA.L CHARG( AND SHALL INCLUDE THE REPLACEMENT OR lliE REPAIR or ANY
OTHER PHASE or THE INSTALLATION. I'IHICH MAY HA"";: BEEN DAMA.CED THEREIN \\\lliiN 4B HOURS. 17. ADEOUATE AND REQUIRED UA8IU TY INSURANCE SHALL BE PRO..,OEO fOR PROTECTlOtl A.GAlNST
PU9UC l OSS AND ANY/All PROPERTY D ...... AGE fOR lliE DURAf)QN Of WORK. 18. PRO"'DE AND INSTALl COHOUIT. CONOUCTORS, PUll IYIR[S. BO~ES. COVER PLATES AND OCVlc[S fOR ALL OUTlETS AS
INDICATED. 19. DlTCHINC AND BAC!< fill: CONTRACTOR SHAll PRO"'OE FOR A.LL UNDERGROUND INSTAllED CONDlIIT AND/OR CABLES INCLUDINC EXCAVATION AND BACKflLUNG AND COMPACTION. REfER TO NOTES
AND REQUIREMENTS, EXCAVATION, AND BACKFILUNG. 20. MATERIALS. PRODUCTS AND EOUIPt.lENT. INCLUDING ALL COMPONENTS Tl1EREOf. SHALL BE NEW AND SHAll APPEAR OH THE UST Of U.l. APPROVED ITEMS
AND SHALL ~EET OR E~CEED THE REOUIRE"'ENTS Of THE NEC. ·NEMA ANO IEEE. 21. CONTRACTOR SHA.LL SUBr.lIT SHOP DRAIYINCS OR MA.NUfACTURER·S CATALOG INFORMATION Of ANY/ALL UGHTlNG fIXruRES.
SIYITCHES AND ALL OTHER ELECTRICAL ITEMS f OR APPROVAl BY THE CONSTRUCTION I.IANAGER PRIOR TO INSTALLATION. 22. ANY cumNC OR PATCHING DEEMED NEC[SSARY fOR ELECTRICAl WORK IS THE (LECTRICAL
CONTRACTORS R[SPONSIBIUTY ANO SHALL BE INCLUDED IN THE COST fOR WORK AND PERfORMED TO THE SA TIY ACTION Of THE CONSTRUCTION MANA.GER UPON flNAl ACCE:PTANCE. 2,). THE ELECTRICAL ~TRACTOR
SHALL LABEL ALL PANELS IYItH ONLY TYPE~ITTEN DlRECTORJES. AlL ELECTRICAL 'MRING SHALL BE THE RESPONSIBIUTY Of THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SIYITCHES SHAll BE H.P. RAttO
HE .... VY-OUTY. OUICK-MAKE AND OUICK-BREAK ENCLOSURES, A.S REQUIRED BY EXPOSURE TYPE. 25. AlL CONNEcnDNS SHALL BE MACE IYITH A PROTECTIVE COAnNG OF AN ANTI -OXIDE COMPOUND SUCH AS ·NO-O~IOE
A" BY DEARBORNE CHE"'ICAL CO. COAT ALL 'MRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURfACES. INa..UDlNC GROUND BARS. SHALL BE TREATEO -NO SUBSTIruTlONS. 2S. RACEWAYS: CCJoIDUIT SHALL
BE SCHEDULE 40 PVC MEETING OR EXCE:EDlNG NEI.IA TC2 -1990. CONTRACTOR SHALL PLUC AND CAP EACH [NO Of SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PUll STRINGS -200 lBS TEST POLY(tH"lUNE
CORO. AlL CONOIJIT BENDS SHAlL BE A MINIMUM Of 2 fT. RAOIUS, RGS CONOUITS 'MiEN SPEOfIED. SHALL MEET UL-6 FOR GAlVANIZED STEEl. All flTTlNCS SHAll BE SUITABLE fOR USE \'11TH THREADED
RIOO CCJoIOUIT. COAT ALL THREADS 'MTH ·BRltE ZINC' OR 'COLO CAlV'o 27. SUPPORT or ALL ELECTRICAl WORK SHAll BE AS REQUIRED BY NEC. 28. CONDUCTORS: CON1RACTOR SHAll USE 98:t CCJoIDUCTlVlTY
COPPER IYITH TYPE TH~ INSULATION. SOD VOLT. COlOR COOED. USE SOlID CONDUCTORS FOR 'MRE UP TO AND INCLUDING NO. e A.we. USE STRANDED CONDUCTORS FOR IYIRE A.BOVE NO. 6 AWC. 29. CONNECTORS
FOR POWER CONDUCTORS: CONTRACTOR SHAll USE PRESSURE TYPE INSULATED T'MST-ON CC)'oINECTORS FOR NO. 10 Awe AND S~ALlER. USE SOlDERLESS MECHANICAL TER"'INAL LUes fOR NO. 8 Awe A.NO LARGER.
JO. SERVICE:: 240/120V. SlNQ.E PHASE. l IYIRE CONNECTIONS AVAILABLE fROM UTILITY COMPANY. O~ER OR OMIERS ACENT WILL APPLY fOR POWER. Jl . 1£LEPHONE SERVICE: CONTRACTOR SHALL PROW)[ EMPTY
CONDUI TS IYITH MULE TAPE AS INOICA1£D ON ORA.'MNCS. J2. ELECTRICAL AND TELCO RACEWAYS TO at BURIED A MINIIo4UM OF 2' DEPTH. JJ. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNINC TAPE AT
A DEPTH Of 12" BELOW GROUND AND OIRECl1.Y A.BDVE ELECTRICAL A.NO TELCO SERVICE CCJoIDUI1S. CAUTIONS TAPE TO READ "CAUTlCJoI BURIED ELECTRIC" OR "BURIED TELECOM". J4. ALL BOLTS SHALL
BE STAJNLESS S1£El. ANTENNA & COAX NOTES I. VERifY EACH COAXIAL CABLE LENCTH. OIAME1£R. ROUTINC, COLOR COOING AND ALl APf'URTENANCES WITH COil. 2. TliE MAXIMUM COA.XIAl CA.BLE LENCTH
ANO CORRESPONDINC COAXIAL CABLE DlAUETER IS SHOWl'f ON SHEET A-4. THIS C"'BLE LENCTH IS TO BE USED fOR fABRICATION OR CONSTRUCTION. ACTUAl ANTENNA CABLE LENGTH(S) "'UST BE VERIFIED.
COA~IAl CABLE SHALL BE PRO"'DED BY CDiT. J. All COAX C ... BLES SHALL UTILIZE CROUND KITS. CROUNDEO AS FOlLOWS: A. NEAR ANTENNA RAO C[NTER ELEVATION. B. MIDOLE or TOWER (~ID-H[lGH Of
ANT[NNA). IF CABLE RUN IS OVER 200'. C. BOTTOM or TO\\£R. D. AT MASTER CROUNO BAR 3'-0" fROM MMBS-BBU CABINET 4. All TOP JUMPERS SHALL BE LENGTHS AS SHO'IIN AND INSTAllED BY CONTRACTOR.
5. AlL CABlES SHAlL Sf COlOR COOED AS $HOIIN ON SHEET Af-l AND IN ACCORDANC[ I'Il TH SPRINT SPECIfICATIONS, 6 . BANDING SHAll BE IN ACCORDANCE IYITH SHEET, Rf-l AN() AS fOLlOWS: A. MAIN
LINE COLOR BANOS SHAlL BE 2" 1Yl0E. MAiNTAJN l ' SPAONG BETWEEN COLORS. B. fREOUENCY COlOR BANOS SHAll BE 2" WDE IYITH NO SPACE BETWEEN CIX.ORS. C. JUMPER COLOR BANOS SHAll BE I" WOE
'MTH '" SPAC[. D. STAAT COlOR BANOS 2" BEYOND WEATHERPROOfiNG. £. START SELECTOR COLOR NEXT TO END CONNECTORS. 1. FINAL COAXIAL ANTENNA CABLE SIZES SHALl. BE DETERMINED BY SAIo4SUNG
Rr ENGINEER. SEE ANTENNA SCHEDULE SHEET A-J. BASED ON FINAL CABLE RUN LENGTHS DETERMINEO BY GO. e. SEE CONSTRUCTlON MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COA~IAL CABLE IYILl
BE SECURED TO THE DESiCNEO SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED l' OR THE CABLE MANl/f'ACTlJRER·S SPEClflCATIONS 'Mi1Q1EVER IS LESS. Willi HARDWARE SPECIfIED IN THE COA~IAL CABlE
ROUTINC OETALS Of THE SUPPLlEO STRUCTURAL REPORT. 10. PROVIDE AT LEAST S" OF $lAC!< IN THE MAJN COAXIAL CABlES AT THE A,NltNNA MOUNTINC (LEVATION TO PRO\o1DE FOR flJTURE CONNECTOR REPLAC[M[NT.
ANTENNA & HYBRID CABLE NOTES I. "";:RlfV EACH HYBRID CABLE LENGlli. ROUTINC. DIAMETER. COLOR CODING AND All APPURTENANCES IYITH COlT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOI'r1i
ON A-3. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GOIT. CABLES CANNOT BE ClJT TO fiT. J . HYBRID CA.8LE INTERNA.L GROUND 'MRE TO BE GROUNDED A.T TOP A.ND BOTTOM PER
SAMUSUNC·S {SPRINT} SPEOflCA TIONS. 4. EXCE:SS TOP IS' HYBRID CABlE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY COlT, CANNOT BE COILED. MUST BE SECURED TO TOWER MOUNTS.. 5. ALL
MAtN CABLES SHAlL BE COlOR COOEO AS SHO~ ON SHEET RF-l & IN ACCOROANCE WITH SPRINT SPEOfICATIONS. S. BANDING SHALL BE IN ACCORDANC[ IYITH SHEET, RF-I. A. MAIN UNE COlOR BANDS SHALL BE
2" IYIDE. MAINTAIN I" SPACING BETWEEN B. JUMPER COlOR BANOS SHALL BE I" 1YI0E IYIm I" SPACE. C. STAAT COLOR BA.NDS 2" BEfORE MAIN CA.BLE END. 1. fiNAL HYBRID CABLE Sl2ES SHAll BE DETERMINED
BY S ...... SUNC RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET Rf-I, BASED CJoI f iNAl CABLE RUN LENCTHS DETERMINED BY COlT. a ALL Hl'SRIO CABlE WLL BE SECURED TO THE DESIGNED SUPPORT
STRUCTURE AT DlSTANC[S NOT TO EXC[EO 3· HORIZON TA.LLY OR 4' "";:RTICAlLY OR THE CABLE MANl/fACTURER'S SPEClflCAl1QNS IIMICHEVER IS LESS. WTH HARDWARE SPEClFIEO IN THE HYBRIO CABLE ROUTINC
OHAJLS Of THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES I . DO NDT EXCAVATE OR DISTURB BEYOND THE PROPERlY UNES OR LEASE LINES. UNLESS OTHER'MSE NOTED. 2. DO NOT SCALE BUILOINC OII.4ENSIONS
FRDt.I DRAIYING. J. Sl2E. LOCATION AND TYPE OF" ANY UNDERGROUND UTILITlES OR IMPROVEMENTS SHAlL BE ACCURATELY NOTED AND PLAc[D ON AS-SUILT DRAWINGS BY CENERA.L CONTRA.CTOR AND ISSUEO
TO .... RCHITECT/ENGINEER AT COMPLETION Of PROJECT. 4. ALL EXISTING UTIUTIES. FACIUTIES. CONDITIONS AND THEIR DI"'ENSiONS SHO~ C)'oI PlANS HAVE BEEN PLOnED fROM AVAJLABLE RECORDS. THE
ENGINEER AND O~ER ASSUME NO RESPCJoISIBIUTY 'MiATSOE:'otR AS TO TH[ SUf"flClENCY OR ACCURACY Of THE INFORMATION SHO~ ON THE PLANS OR THE I.IANNER Of THEIR REt.lOVAl OR AOJUSNENT. CONTRACTOR
SHALL BE RESPONSIBLE fOR DEtERMININC EXACT LOCATlON OF" ALL EIOSTINC UTIUTIES AND FACiLIlI(S PRIOR TO START Of CONSTRUCTION. CONTRACtOR SHALL AlSO oeTAIH fRQI.I EACH UTIUTY COMPANY D[TAJLED
INFORI.IATION RElATlVE TO WORKINC SCHEOULES AND METHODS OF" REMO..,NC OR ADJUSTINC EXlSTlNC UTILITIES. 5. CONTRACTOR SHAll VERlrY ALL EIOSTINC UTIUTlES BOTH HORIZONTALLY AND VERTlC-'llY
PRIOR TO START Of CONSTRUCTION. ANY DISCREPANOES OR DOUBTS AS TO THE INTERPR(TATIC)'oI Of PLANS SHAlL BE IMMEOIAT(L Y R(PORT(D TO THE ARCHIT(CT/ENQNEER fOR R[So..UTION AND INSTRUCTIC)'oI.
AND NO flJRlliER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY lliE A.RCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTICJoI I.4EANS CONTRACTOR WLL HA'ot
WORKED AT HIS/HER D~ RISK AND EXPENSE. 6. CONTRACTOR SHALL CA.LL LOCAL OIGGER HOT LINE FOR UTILITY LOCATIONS 46 HooRS PRIOR TO START Of CONSTRUCTION. 1. AlL NEW AND EXISTINC UTIUTY STRUCTURES
ON SITE AND IN AREAS TO BE DISTURBED BY COHSTRUCTlON SHALL BE AO.A.ISTED TO fiNISH ELEVATIONS PRIOR TO fiNAL INSPECTlON Of WORK 6. GRADING c.-THE $11£ WORK AREA IS TO BE $!.IOOTH AND
CONTINLIOUS IN SlOPE AND IS TO fEATHER INTO EXlSTlHG CRADES AT THE GRADING UI .. ns. 9. AlL TEJ.lPORARY EKCAVATIONS FOR THE INSTAllATION Of FOUNDATIONS. UTIUTIES. ETC., SHAlL BE PROPERLY
LAID BACK OR BRAc[D IN ACCORDANC[ IYITH CORRECT OCCUPATIONAl SAFETY AND HEAlTH ADMINISTRATICJoI (OSHA) REQUIREMENTS . 10. STRUCruRAl FILLS SUPPORTlNG PAVEMENTS SHALL BE COMPACTED TO
95:t Of MAXlMUI.I STANDA.RD PROCTOR DRY DENSITY. II . NEW GRADES NOT IN BUILDING AND DRIVEWAY II.IPROVEI.4ENT AREA TO BE ACHIEVED BY FIlUNG IYItH APPROVED CLEAN FILL AND COMPACTED TO
95" Of STANDARD PROCTOR OENSI TY. 12. All fU SHALL BE PLACED IN UNlfORr.I liFTS. THE UfTS tHICKNESS SHOUlD NOT EXCEED THAT 'MilCH CAN BE PRCPERLY COMPACTED THROUCliQUT ITS ENTIRE DEPlli
\11TH TH[ EOUIP).tENT AVAILABlE. 13. ANY fillS PLACED ON EXlSTlNG SlOPES THAT AAE STEEPER lliAN 10 H(lRIZCftTAL TO I VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXlST1NC SLOPE AS DIR[CTED
BY A GEOTECHNICAL EN(;8oIEER. 14. CONTRACTOR SHALL CLEAN ENTIRE $ITE DAIlY AfTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, 'll£(OS, BRUSH OR ANY OMR DEPOSITS 'MLL REMAIN. All "' ATERIAlS
COllECTED DURINC ClEANINC OPERATIONS SHALL BE DISPOSED Of orf-SiTE BY THE GENERAl CONTRA.CTOft 15. ALL TREES AND SHRUBS ~ICH ARE NOT IN DIRECT CONFiUCT 'MTH THE IMPRO"";:",ENTS SHALL
8'E PROTECTED BY THE GENERAL CONTRACTOR. 16. All $11£ WORK SHALL BE CAREfULLY COORDINATED BY GENERAL CONTRACTOR 'MTH LOCAL UTIUTY COMPANY. TELEPHONE COIdPAY. A.ND ANY OTHER UTILITY COMPANIES
HAVINC JURISOICTICJoI OVER tHIS LOCATION. PREPARED FOR; 1.301 EAST LOOKOUT DRIVE RICHARDSON. TX 75082-4124 960 WEST ELLIOT ROAD SUITE 116 EXTENSION CORD DEOSALS26 • 105112 E. ALKALI
CREEK ROAD NEW CASTLE, CO 81647 GARFIELD COUNTY SHEET TITlE GENERAL NOTES N-1 o
FOUNDATION , EXCAVATION AND BACKFILL NOTES 1. AU FINAL GRADED SLOPES SHALL BE A ~ "XI M UI.I OF" J HORIZONTAL TO 1 YERnCAL 2. AU EXCAV"TIONS PREPARED fOR PLACEI.I [ NT Of CONCRETE SHAll
BE or UNOISTURBED SOILS. SUBSTANTIALLY HORIZONTAL AND fREE mol.! ANY LOOSE. UNSUITABLE MATERIAL OR fROZEN SOILS . .&.NO V/lTHOUT THE PRESENCE Of PONOING WATER. O[WAl(RINC fOR EXCESS
GROUND WATER SHALl BE PRO\l\OCO 'MiEN REQUIRED. COI.IPAcnON Of SOILS UNDER CONCRETE PAD fOUNDATIONS SHALL NOT BE LESS THAN 95X Of THE I.IODlflEO PROCTOR MAXIMUM DRY DENSITY fOR THE SOIL
IN ACCORDANCE VoHH ASn.. 01551. J . CONCRETE H1UNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE I.IATERIAL If INAOEOUATE BEARING CAPAOTY IS REACHED ... , THE DESICNED EXCAVATION
DEPTH, THE UN$ATlSfACTQRY SOIL SHALL BE [XCAYArro TO ITS rulL O£PTH AND OlH[R 8( R£PLAc(D 'MTH t.lECHANICALLY C(lt.lPACrrO GRANULAR r.I"l{RlAl. OR THE [KCAVATlQH SHALL BE FILlEO WITH
CONCR(1[ Of THE $Ar.tE TYPE SPECIf1£D fOR THE fOUNOATION. (RUSH[O STOfIE M"Y BE USE:O TO ST"BILIlt THE BOTTOM or THE UC"V"TION. ANY ST(»IE SUB B"S( M"TERI"l, If USED, SH"l l NOT SUBsmVTE
fOR REQUIRED Tf{lCKNESS or CONCRETE. 4. ALL EXCAVATIONS SHAll 8E CLEAN or UNSUITABLE MATERIAL SUCH AS 'w{GETATION, lR"SH. DEBRIS. AND so f ORTH PRIOR TO BACK filLiNG. BACK fill SHAll
CONSIST OF APPROVED MATERIALS SUCH "S EAATH. lOAM SANOY CLAY, SAND AND GRAVEL. OR SOft SH,f.LE. fREE fROM ClOOS OR l ARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL B"CK nll SHALL BE PL"Cf;O
IN COMP"Cl£D LAYERS. 5. ALl nLL MATERI"lS AND fOUNOATION B"CK nLL SHALL BE PLACED IN ),I AXIMU!.I 6" THICK UfTS BEFORE C()t,!PACTION. EAOl UfT SH"ll BE WHTED IF" REOUIREO "NO COt.1PACTEO
TO NOT lESS THAN 95:11: or THE !.IOOIFIED PROCTOR M"XIMUM DRY DENSITY fOR S()l IN ACCORDANCE 'MTH "SlM 01557. 6 . N(I'Il Y PLACED COfICRETt fOUNOATIOfIS SHALL CURE" MINIMUM or 72 HRS
PRIOR TO BACK f illING. 7. f"lNISHED CRAOING SHAlL BE Sl()P[O TO PROVIDE POSITIVE DRAINAGE AND PRE'tIENT STANOING WAT(R. THE nNAl (fINISH) ElEVATIOfI or SLAB fOUNO"TI()<IS SHALL SLOPE
"W"Y IN AlL OIR£CTIONS fRON THE CENTtR. fiNISH GRADE OF C()<ICRET( P1J)S SHALL BE " M"XIMUM or 4 INCHES ABOVE FINAL fiNISH ~1J)E ELEVATIooS. PRO"'OE SURf"CE f1Ll GR"VEl TO ESTABUSH SPECIfiED
ELEVATIONS WHERE REOUIREO. 8 . NE'M.Y CR"OED SURf"CE AA("S TO RECEIVE GR"VEl SHAll BE COVER(Q I'rlTH GEOTtXTIlE f.t.BRIC T'fP(: Tl'PAA-3401 "S MANUf"CTUREO BY ·CONSTRUCTION MATtRIAL
l -aOO-239-3841" OR AN APPROVED EOUIVALENT, SHOWN ON Pl.\NS. THE GE01£XlllE f "BRIC SH"ll BE BL"CK IN COLOR TO CONTROL THE RECURRENCE OF VEGET"TIVE GROWTH " NO EXTEND TO ~ TH I N 1 fOOT
OUTSIDE THE SITt fENCING OR ElECTRIC,f.L GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. "ll fABRIC SHAll BE COVERED ~TH A MINIMUM or 4" OEEP COMPACTEO STooE OR GRAVEL AS SPEOnEO.
1.[. fOOT T'fPE No. 57 fOR fENCf;D C(lt,!POUNO; f OOT TYPE No. 67 fOR ACCESS ORIVE !<REA. 9. IN ALL AAEAS TO RECEI\1: fiLL, REMOVE All VEGETATION. TOPSOIl. DEBRIS. IIt:T ANO UNSATISf,\CTORY
SOIL MATERIALS. OBSTRUCTIOfIS. AND OElE1£RIOUS M"TERI"l S fROM GROUND SURfACE. PLOW STRIP OR BREAK UP SLOPED SURf"Cf;S STEEPER THAH 1 'v(RTICAl TO 4 HORIZONTAL SUCH THAT fill MATERIAL
'Ml l BIND WITH EXiSTINGjPR(PAAED SOIL SURFACE. 10. ¥MEN SUB GRof.O£ OR PR[PARED GROUHD SURfACE HAS" DENSITY lESS THAN THAT REQUIREO FOR THE fU I.I A1£RI-'l, SCARIFY THE GROUND SURfACE
TO DEPTH REQUIREO, PULVERIZE, MOISTURE-CONDITION AND/OR AERATE THE SOiLS AND RE-COMPACT TO THE REoolREO DENSITY PRIOR TO PLACEMENT or FILLS. 11. IN AA[AS WrlICH EXISTING GRAVEL SURfACING
IS REMOVED OR DISTURBEO DURING CONSTRUCTION OPERATIONS. REPLACE CRAVEl SURfACING TO MATCH AOJ"CENT GRAVEL SURfACING AND RESTORE TO THE S A~ E ffi lCKNESS AND COMPACTION AS SPECifiED.
ALL RESTORED GRAVEL SURfACIHC SHALL BE fREE fROM CORRUGATIONS AND WA\1:S. 12. EXISTING GRAVEL SURfACING MAY BE EXCAVATtO SE:PARATtlY .\NO REUSED I'rlTH THE CONDITION THAT ANY UNfA~ABlE
AMOUNTS OF ORG.\NIC MATTER. OR OTHER DELETERlooS MATERIALS ARE RI),IO\1:D PRIOR TO REUs[. fURNISH ANY AOOInONAl GRAVEL RESURfAOHG MATERIAL AS NEEDED TO PROVIDE A fUll DEPTH COMPAC1£D
SURfACE THRooGHOUT SlTt. 13. GRAVEL SUB SURFACE SHALL BE PREPA.R£D to REQUIRED COMPACTION AND SUB GRADE ELEVATIQHS BEFORE GRAVEL SURrAONG IS PlACEO .\NO/OR RESTORED. ANY LOOSE OR DISTURBED
MATERiAlS SHAll BE THOROUCHl Y COt.lPACTtD AHO .\NY DEPRESSIONS IN THE SUB GRof.O£ SHAlL B£ f"lLLED AND COMPAC1£D WITH APPROVED SE:lECTED MA1£RIAL. GRAVEL SURf"ClNG M"TERI-'l SHALL NOT
BE USED FOR f"lLUNC DEPRESSIONS IN THE SUB GRAD(. 14. PROITCT EXISTING GRAVEL SURfACING .\NO SUB GR"DE IN AREAS WrlERE EQUIPMENT lO1J)S YIlLL OPERATE. 15. DAMAGE TO EXISTING SlRUCTURES
AND/OR UTIUTIES RESULTINC FROM CONTRACTORS NEGUCENC( SHALL BE REPAIRED AND/OR REPLAC£D TO THE OIltlERS SATISfACTION AT NO AODITIONAL COST TO THE CONTRACT. 16. All SUITABLE BORROW MATtRIAl
FOR BACK FILL or THE SITE SH"Ll BE INCLUDEO IN THE BIO. EXCESS TOPSOIL AND UNSUITABLE MAlERIAl SHALL BE DISPOs(D Of orF SITE AT lOCATIONS APPRO\1:D BY GO\1:RNING AGEHClES AT NO AOOITION-'l
COST TO THE CONTRACT. ENVIRONMENTAL NOTES 1. All WORK PERFORMED SHAll BE DONE IN ACCOROAHCE YIlTH ISSUED PERMITS. THE CONTRACTOR SHAll BE RESPOHSIBlE fOR PA~ENT or fiNES .\NO PROPER
ClEAN UP fOR AREAS IN ..,OlAllON. 2. CONTRACTOR AND/OR DE\1:lOPER SHALL BE RESPONSIBLE fOR CONSTRUCTION AND MAINTENANCE or EROSION .\NO SEOIMENTATION CONTROLS DURING COHSTRUCTION FOR
PROITCTION or AOJ"CENT PROPERTIES. ROADWAYS AND WATtRWAYS ANO SHALL BE MAINTAINEO IN PLACE THROUCH FINAL JURISDICTIONAL INSPECTION 6: RELEASE: Of SITE. 3. CONTRACTOR SHALL INSTAll/CONSTRUCT
ALL NECESSARY SEDIMENT/SilT CONTROl fENCING ANO PROl(CTIVE MEASURES 'MTHIN THE liMITS or SITE OiST\JR8ANCf; PRIOR TO CONSTRUCTION. 4. NO s(OIMENT SHALL BE AlLOI'oED TO EXIT THE PROPERTY.
THE CONTRACTOR IS REPSONI8L( fOR TAKIHG AOEOUATE MEASUR[S FOR CONTRQ.lING EROSION. ADDIllQHAL S(DlMENT CONTROL FENCING MAY BE REWREO IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR
IS RESPONSIBlE FOR MAINTAINING POSITIVE DRAlNAC[ ON THE SlTt AT ALL TIMES "MTH SILT ANO EROSION COHTROl MEASUR(S MAINTAINED ON THE DOIItISTREAM SlOE or SllE DRAlNAC[ . .\NY DAM"C£ TO
AOJ"CENT PROPERTY AS A RESULT Of EROSION "Mll BE CORRECTED AT THE CONt RACTORS EXPENS(. 6. CONtRACTOR SHAll BE RESPONSIBLE fOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SE:OIMENT CONTROl
MEASURES INCLUDING SE:OIMENT REMOVAL AS NEC£SSARY. 7. QEARING Of VEGETATION 1.1'10 TREE REMOVAL SHAll BE ONLY AS PERMITTEO AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY fOR CONSTRUCTION
Of THE fACILIllES SHAll BE REMOVEO. 8. SEEDING SANO MULCHING AND/OR SOOOING or THE SITE 'MLl BE ACCOMPLISi-lED AS SOON AS POSSIBLE Al'l£R COMPLETION or THE PROJECT fAOLITlES Al'FECTING
lAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEOIMEHTATION CONTROL MEASURES AS REOUIR[D BY lOCAL. COUNTY AND STAIT COOES AND OROINANCES TO PROTECT EMB.\NKMENTS FROU
SOIL lOSS AND TO PRE\1:NT ACCUMUlAn()<l or SOIL AND SILT IN STREAMS AND OR.tdNAGE PATHS lEAVING THE CONSTRucnON A.R£A.. THIS t.lAY INCluQ( SUCH t.lEASURES AS SILT FENCES, STRAW BALE
SEDIMEHT BARRIERS. AND OlEO< DAMS. 10. RIP RAP or SIZES INOIC"TEO SHAlL CONSIST or CLEAN, HARO. SOUND, OURA.BLE, UNifORM IN QUALITY STONE FREE or ANY DETRJMENTAL QU.\NTITY or SOFT. fRIABLE.
THIN. ElOHGATED OR lAMINATED PIECES. DISlN1£GRATEO MATrRIAL, ORG.\NIC MATTER. Ol. AlKAU. OR OTHER DELETERIOUS SUBSTANCES. STRUCTURAL STEEL NOTES 1. All STEEL WORK SHALL BE IN ACCORDANCE
I'rlTH THE l A1£ST EDITION or THE AISC MANUAL OF STEEL CONSlRUCTION. S1£El SECTIONS SHAll BE IN ACCORDANCE I'rlTH ASTM AS INDICATED BELOW: W-SHAPES: ASTM A992. 50 KSI ANClES. BARS CHANNELS:
ASTI.I "36, 36 KSI HSS SECTIONS: ASTM 500. 46 KSI PIPE SECTIONS: ASTM "53-E, 35 KSI 2. All EXTtRIOR EXPOSE:O S1£EL AND HARDWARE SHAll BE HOT DIPPED GALVANIZED. 3. AlL WELDING SHAll BE
PERfORMED USING [70XX ELECTRODES AND WELDING SHAtl CONfORM TO AlSC. ¥MERE nLlET WELD SIZES ARE NOT SHOWN. PROVIDE THE t.llHlt.lU),I SIZE PER TABLE JZ.4 IN THE AlSC "MANUAl or STtEl CONSTRUCTION".
PAINTED SURFACES SHALL 8( TOUOlED UP. 4. NON-SlRUCTURAl CONNECTIONS fOR SlEEl GRATING ),lAY US[ 5/8"111 AS1),I A 307 BOlTS UNLESS NOTto OTHERI'IlSE. 5. fiELD MOOlnCATIONS ARE TO BE COATED
'MTH ZINC ENRIOiEO PAINt. CONCRETE MASONRY NOTES 1. CONCRETE M"SONRY UNITS SHALL BE MEDIUM WEIGH UNITS CONFOR),IING TO "sn.. C90, GRADE 1'1-1. (f'M_ I ,500 PS). MEOIUt.I 'll£IGHT (11~
pu). 2. t.lORTAR SHAll BE T'fPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSI\1: STR£HGTH Of 3.000 PSI AT 28 DAYS. , . Al l CUlS CONTAINING REIHfORCING
STEEL OR EMBEOOED ITEMS .\NO All CELLS IN RETAINING W,f.LlS AND WAllS BELOW GRADE $HAll BE SOLID GRooTEO. 5. ALL HORIZONTAL REINfORCEMENT SH"ll BE PLACED IN BOND 8EAM OR LINTEL BEAM
UNITS. 6. WHEN GROUTING IS STOPPED fOR ONE HOUR OR LONGER. HORIZONT,f.L CONSTRUCTION JOiNTS SHAll BE rORMEO BY STOPPING THE GROOT POOR 1-1/2" BELOW TOP OF 1}lE UPPERMOST UNIT. 7. All
BONO BEAM BLOC!< SH-'ll BE "OEEP CUT" UNITS. 8. PROVIDE INsPECllON AND CLEAH -OUT HOLES AT BASE or VERTICAL CEl lS HAVING GROUT LIfTS IN EXCESS Of 4' -0 " or HEIGHT. 9. All GROUT SHALl
BE CONSOUOATtD I'IlTH A I.IECHAHIC-'l VIBRATOR. 10. CEMENT SHAtl B£ AS SPEORED FOR CONCRETE. 11. REINFORCING BARS -SEE NOTES UNOCR "STRUCTURAl CONCRETE NOTES" FOR REOUIR[MENTS. 12. PRO"'DE
ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BET'M:EN MAIN REINfORCING AND MASONRY UNITS. 13. LOW UFT CONSTRUCTION. MAXIMUM CROUT POUR HEICHT IS • FEET. 14. HIGH lift GROUTED CONSTRUCllON
MAY BE USE:O IN CONFORMANCE WITH PROJECT sPECIFICATIONS AND SECTIoo 2104.6.1 or U.B.C. 1~. ALl CEllS IN CONCRETt BlOCKS SHAll BE nLlED SOUO 'MTH GROUT. EXC£PT AS NOTtO IN THE DR"I'IlNGS
OR SPECIIlCATIONS. 16. CELLS SHAll BE IN 'o1:RTICAl ALlGNM(NT, Downs IN fOOTINGS SHALL BE SET TO AUGH 'MTH CORES CONTAlHING REINFORONG STEEl. 17. REITR TO ARCHITtCTURAl DRAWINGS r OR
SURrACf; AND H(IGHT OF UNITS. l AYING PATT£RN AND JOINT T'fPE. la. SAND SHALL BE CLEAN, SHARP ANO 'M:ll GRAOED, fREE FROM INJURIOUS AMCl'JNTS Of DUST, LUMPS. SHALE, ALK"U OR ORCANIC
MATERIAL. 19. BRICK SHAll CONfORM TO ASTM C-62 ANO SHAll BE CRAOE MW OR BETTER. STRUCTURAL CONCRETE NOTES I . AlL CONCRETE WORK SHALL BE IN ACCORDANCE 'MTH THE ACI JOl -05. ACI 3UI -0~
AHO THE SPECIFICATI()<I FOR CAST-IN-PlAC( CONOIET£. 2. ALl CONCR[TE SHALl HAVE A MINIt.lUM COMPRESSI 'vt: STRENGTH 1<;'-3,000 PSI AT 28 DAYS UNlESS NOTED OTHERMSE:. 3. REINfORCING STEEL
SHAlL CONfORM TO ASlM A 615, CRADE 60, OEfORMEO UNLESS NOTtO OTHER'M$(. WELDED WIRE fABRIC SHALL CONfORM TO ASTM A las WELDED STEEL I'IlRE fASRIC UNLESS NOTED OTHERI'rlSE:. SPUCES CLASS
"B" .\NO ALL HOOKS SHAll BE STAHOAAD UNLESS NOTED OTHERWi SE:. 4. THE fOLlOI'llNG MINIt.lUM CONCRETt COVER SH-'ll BE PRO..,DEO fOR REINfORCING STEEL UNLESS SHO~ OTHERWISE ON DRAI'IlNCS:
CQIICRETt CAST AGAINST EARTH .............. 3 IN. CONCRETE E)(POSED TO EARTH OR 'll[ATHER: 16 AND l ARC£R. .............. 2 IN. 15 AND $MAlliR 6: wwr ...... ........ 1 I/Z IN. CONCRETE
NOT EXPOSE:D TO EAATH OR WEATHER OR NOT CAST "GAINST THE GROUHD: SLAB AHD WALL.. ........ ..... 3/4 IN. BEAMS AHD CClUMNS .... ........ 1 1/2 IN. ~. A 3/4" OiAl.lfER SHAll BE PRO"'DEo
AT ALL EXPOSED EOGE:S OF CONCRETE U.N.O. IN ACCORDANCE 'MTH "CI 301 S(CTION 4.2.4 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHAll BE 1/8" lARCER IN DI,\METER lHAN THE ANCHOR BOLT.
DOllt:lOR ROO ANO SHAll CONfORM TO MANUFACTURER'S RECOt.IIoIENDATIQN fOR OIBEDMEHT DEPTH OR AS SHOWN ON THE DRAYr1NGS. lOCAIT AND AVOID CUllING EXlSllNG REBAR 'M-IEN DRIWNG HOLES IN
ElEVAITD CONCRETE SlABS. 7. US[ ANO INST-'lLAllON OF CONCRETE EKP.\NSlON/'II£OCt ANCHOR, SHALL BE PER lcae &: MANUFACTUR(R'S 'ftfi1TT£N RECOMMENDED PROCEOURES. WEA THERPROOFING NOTES
ST.\NDARD CONSTRUCTION SPECIFICATIONS fOR Yr1RElESS SI1£S 1.0 WEATHERPROOfiNG CONNECTORS AND GROUND KITS: A. ALL CONNECTORS ANO GRooND KITS SHAll BE IIt:ATHERPROOfED USING BUTYL RUBBER
WEAlHERPROOFIHC AND TAPE. THIS INSTAlLAnON MUST BE DONE IN ACCORDANCE ~TH THE MANUFACTURER'S RECOMI.IENOA TlON OR AS SHOIItI ON THE CONSTRUCTION OR"Yr1NCS (Wl-tICHEVER IS CREATtR). IF
NO DIRECTION IS PRO"'Q£O. WEATHERPROOFIHG MUST BE DONE PER THE f OLLOI'llNG IHSTRUCllONS, 1. THE COAXI-'l CABLE CONNECTION OR GROUNO KIT CAN BE 'ftfiAPPED 'MTH LAYERS or ELECTRICM./8UTl\.
RUBBERjEL(CTRlCAL TAPE AS OISCl1SSED BELOW: 2. INSTAll CURTSEY \\RAP ON All CONNECTIONS 'MTH ELECTRICAL ToO.P[ B. Bum RUBBER TAPE INSTAllATION PROCEOURE: 1. REOUIRED MAITRIAl: BLACK
ELECTRICAL TAPE-2 INCH 'MOE AND BUTl\. RUBBER TAPE 2 TO 3 INCHES 'MOE. 2. REQUIRED TOOLS: KNifE OR SCISSORS. STEP I : THOROUGHLY QEAN AND ORY THE SURfACE or COAXIAL CABLE AND CONNECTOR
TO REMOVE All CREASE: AND OIRT. \\RAP CONNECTOR/GROUND KIT I'IITH TWO lAYERS or BLACK ELECTRICAL TAPE-2 INCH 'MOTH O\1:Rl APf'ING EACH ROW BY APPROXIMATtlY 1/2 INCH. THESE: lAYERS or
TAPE MUST BE WRAPPED TIGHT ENOUGH so THAT NO VODS OR AIR POCKETS A.R£ PRESENT AND MUST EXITHO ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIO£. TWO ROWS SHAll BE ~PlI(D. ONE IN EACH
DIRECTION. 'MTH THE TOP ROW SHINQ.ED TO PROMOTE WAITR RUNorF. STEP 2: v.R~ COHNECTOR/GROUHD KIT 'MTH ON[ lAYER or BU T'I1.. RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK EL(CTRICAl
TAPE OVERLAPPING EACH ROW BY ~PROXlt.l "TElY I/Z INCH. THE BUl'r'\. RUBBER TAPE MUST EXTtND 2 TO 3 INCHES (THE TAPE 'MOTH) PAST THE ELECTRICAL TAP[ AND COME IN GOOD CONTACT ¥.ITH THE
UNDERlYiNC CABLt. ON CONNECTORS, WHEN IIt:ATHERPROOF"ING rROt.l THE MAIN LINE TO THE .KJMPER. BUilD UP THIS AREA ~TH EXTRA BUT'I1.. RUBBER TAPE TO INSURE A SMOOTH TRANSITION fREE Of
WDS AND AIR POCK[lS DOWN TO THE SMAllER DIAt.lETER CABLE. S1£P 3: WRAP CONNECTOR/GROUND KIT I'IlTH T'NO lAYERS or BLACK ELECTRICAL TAPE 2 INCH I'IlDTH OVERLAPPING EACH ROW BY 1 INCH.
1}lESE lAST TWO l " YERS MUST BE WRAPPED USINC A SHINGLED [FITCT. THE TOP lAYER SHAll BE WRAPPED SO THAT THE ENOS ARE IN THE UPWARD DIRECTION CR[AllHG A SHINGlEO EFF(CT ¥.I TH THE TAPE
so WATtR 'Mll BE REPElliD .\NO NOT AllOWED TO COI.l£CT AND POOL. THESE TOP lAYERS OF ELECTRICAL TAPE ),lUST EXTEND TWO INCHES (TIiE TAP[ WIDTH) PAST THE BUt 'l1.. RUBBER TAPE ONTO 1}lE
UNO£Rl YiNG CABLE. ALL l AYERS or TAPE SHAl l B£ WRAPPED so THAT NO VOIDS OR AIR POCKETS ARE PR(S(H T. THE lAST WRAP or TAPE SHAll NOT BE PULLED OR STREIOlEO. ALL TAPE SHALl BE CUT Wl1}l
A SHARP KNIFE OR SCISSORS. PREPARED FOR: 960 WEST ELLIOT ROAD SUITE 116 G E N G INIl E R1N G AND D~S IGN SUPPORT S£RVIC~S ~01 l l1m' kcn Drh'~ I' I.A:\O. T.'\ ,,)()H NETWORK VISION MMBS
LAUNCH EXTENSION CORD DEOSALS26 105 112 E, ALKALI CREEK ROAD NEW CASTLE, CO 81 647 GARFIELD COUNTY SHEET TITLE GENERAL NOTES N-2 o
~~---------------------------I PREPARED FOR: ~~. TRUE HAGN£T1C NDRTH NDRTH ) 0 0 0 0 0 0 0 °0 0 0 0000 8 0 D 00 0 0 0 0 0 0 0 ° 0 00 0 0 0 ocr 0 0 0 0 eO 0 00 0 0 ==== 00 080 0 . 0 0
00 )0 o 00 0 00 0 o@o 0 ° 00 0 0 0 0 0 O 0 EXISTING SPRINT O 0 0 0 0' ' CD 0 0 0 0 0 0 0 f:~~E ,Bt~~·E LONG) Telecom ' 0" 0 ' ' 0 0 960 WEST ElliOT ROAD EXISTING SPRINT SUIT'AZ'8"5284
O 0 0 , , 0,' 0' 0 0, 0 ~ EQUIPMENT LOCATION ~~'~;--j ON STEEL PLATFORM ICU" 00 0 0 00 0 0 00 0 0 0 0 0 /_~ EXISTING FENCE o 0 0 ° 0 0 0 CO 0 0 ( EXISTING GATE ~~~--1 o 0 ° 0,0 0 0 °
00 0 0 ~ ° 00 0 0 0 0 0 0 ° 0 00 EXISTINGACCESS " Woo CD' 000 ' 0 ~ DRIVE ---o 0 00 0 0 0 . EXISTING SElF"-' ° 0," 0 0 SUPPORT TOWER '~~:~~~;~',~;; oo 0 0 0 0 0, 0 . 000 0, 0 O.0 0·0
000 00, 00 0 00 °0 0 ~~~---j o 0 00 0 00 . 0 00 0 0 0 0 00 o 0 00 0 00 0 0 0 00 00 0 00 0 0 0 0 000 00 . 0000 0 CD OJ 0000 CbO 0 0 OJOOJ CD OJ 0% 0 00 0 ,0 0 0:5 0 0 00 , 000000 .0 0
_ 0000C(') 08 o · O 0 0 ° 0 0°, OD 0 0 ° ° '0 0 00 0° '0 00 0 0 22".34" SCALE: ," -40'-0· : i EXISTING ACCESS DRIVE THIS IS NOT A SITE $URV£Y' ALL PROPERTY BOUNDARIES. ORIENTATION OF
TRUE NORTH AND STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP NETWORK VISION MMBS lAUNCH EXTENSION CORD DEOSALS26 105112 E, ALKALI CREEK ROAD NEWCASTLE, CO 81647 GARFIELD
COUNTY SHEET TITLE OVERALL SITE PLAN AND ARE APPROXIMATE. 1,".17" SCALE: ," _ 80'-0· 40 20 u 40' A-1 0 1 OVERALL SITE PLAN
~t2.D.f' TRUE MAGN[TlC NORTH NORTH EXISTING PLATFORM BY OTHERS EXISTING SELfSUPPORT TOWER EXISTING SHELTER BY OTHERS 22'.J4" SCAlE: J/J2' -" -0' ,..MJ'wM_ " "x ,7" SCAlE: J/64" .. "
-0" 8Y ~ 0 EXISTING SPRINT CABLE BRIDGE (+/-16' -9" LONG) '---, ---, " EXISTING DRIVE 1 COMPOUND PLAN" EXISTING NOTE: CONTRACTOR TO OBTAIN A STRUCTURA ANALYSIS AND SIGNED AND SEALED
CONSTRUCTION DRAWINGS PRIOR TO CONSTRUCTION. EXISTING SPRINT EQUIPMENT LOCATION ON STEEL PLATFORM EXISTING SPRINT TELCO CABINET EXISTING SPRINT 200A METER/DISCONNECT EXISTING H-FRAME
EXISTING FENCE EXISTING GATE 1/1 I EXISTING TRANSFORMER ON CONCRETE PAD EXISTING SHELTER BY OTHERS EXISTING GENERATOR BY OTHERS NOTE: EXISTING SPRINT BBU CABINET EXISTING SPRINT MODCELL
CABINET EXISTING SPRINT CABLE BRIDGE (+/-16'-9" LONG) EXISTING SPRINT COAX ROUTE 22",.J4" SCALE: J/8' .. 1'-0' "".17" SCALE: J/16' _ 1'-0" EXISTING EQUIPMENT PLAN EKISTING BBU CABINET
TO BE REMOVED AND REPLACED WITH NEW MMBSCABINET. NEW BBU CABINET TO SE INSTALLED AFTER DECOMMISSION OF EXISTING CABINETS. NEW @SPRINT MM8S CABINET NEW SPRINT 3'X2' ICE BRIDGE EXISTING
SPRINT MODCELL CABINET TO BE REMOVEO EXISTING SPRINT CABLE BRIDGE (+/-16'-9" LONG) EXISTING SPRINT COAX ROUTE Nf l'!' SPRINT HYBRIFLEX ROUTE 22".J4" SCALE: 1/4' .. 1'-0' ,, ' x17' SCALE:
1/8' .. "-0' 3 INTERIM EQUIPMENT PLAN NEW SPRINT MMBS ffi CABINET ~ NEW SPRINT 3'X2' ICE BRIDGE LU NEW SPRINT BBU ~ CABINET EXISTING SPRINT CABLE BRIDGE (+/-16' -9" LONG) NEW SPRINT
HYBRIFLEX ROUTE NOTE: 6'-0" . . • • • • .. .. .. .. .. .. + .. .. + .. + + .. .. .. "0" ........ b I "' .. .. .. .. .. .. + .. " l • I " 10'-0" 6'-0" ,jL-3'-7" • • • • • • .. + + + +
+ .. + .. + .. .. + + + +0++++ +"+ + .. + + + + 10'-0" 6'-0" • • • • • • + .. + + + .. .. + ++ .. + .. + ++++ ++ "o+t+++++ + + + + + + l 10'-0" • l • EXISTING SPRINT STEEL PLATFORM EXISTING
SPRINT 200A POWER PPC CABINET b I "' l • EXISTING ABANDONED EQUIPMENT EXISTING SPRINT GPS EXISTING SPRINT STEEL PLATFORM EXISTING SPRINT 200A POWER PPC CABINET EXISTING ABANDONED EQUIPMENT
NEW SPRINT GPS MOUNTED ffi TO ICE BRIDGE POST ~ EXISTING SPRINT GPS TO BE REMOVED EXISTING SPRINT STEEL PLATFORM EXISTING SPRINT 200A POWER PPC CABINET EXISTING ABANDONED EQUIPMENT NEW
SPRINT GPS MOUNTED ffi TO ICE BRIDGE POST ~ 1. CONTRACTOR TO REPLACE AlL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. EXISTING ITEMS TO BE REMOVED COMA ANTENNA 4 TOTAL,
2 PER SECTOR 22 '~J4' SCAil: 1/4" _ 1'-0' '1"~I7· SCALE: ' /8" -1'-0' FINAL EQUIPMENT PLAN " COMA CABINET 1 BBU CABINET 1 COAX CABLE 4 TOTAL, 2 PER SECTOR PREPARED FOR: 960 WEST ELLIOT
ROAD SUITE 116 A NQ ov.o ...... ;,UPPOI<T ,,~t<V ' '"''''''' !O~ ll "\\"kcn Driw PI.A:>:O. TX 7~H EXTENSION CORD DEOSALS26 105 112 E, ALKALI CREEK ROAD NEW CASTLE, CO 81647 GARFIELD
COUNTY -16-1 3 COMPOUND & EQUIPMENT PLANS A-2 o
\Q z 'w,". wz >-i2 z <: .0. . 15 Z Q. ... 0 >-0 \, ~ U I 8 \, I <:> I 0 "-+ I "+-11 .17 SC\LE: 1 16 -, 0 , ed ed ed , • , 0 " NEW SPRINT ANTENNA WITH NEW PIPE AND MOUNTING HARDWARE,
(2) NEW RRH & MEDUSA JUNCTION/BREAKOUT BOX (l'IP. EACH SECTOR) EXISTING ANTENNA BY OTHERS EXISTING ANTENNA BY OTHERS EXISTING ANTENNA BY OTHERS EXISTING ANTENNAS BY OTHERS EXISTING SELF-SUPPORT
TOWER NOTE: I. BASE STATION EQUIPMENT NOT SHO\<VN FOR ClARITY. 2. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN. SEE ANTENNA PLAN SHEETS FOR EXISTING AND TEMPORARY INTERIM CONFIGURATION.
3. EXISTING TOYVER INVENTORY PROVIDED BY OTHERS. 4. ALL PROPOSED ANTENNA, RRU, AND CABLING WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEALED STRUCTURAL TOINER/POLE, SPRINT PLATFORM AND
FOUNDATION REPORT IN ACCORDANCE Vv1TH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES MATCHING THE DESIGN DEPICTED ON THESE DRAVv1NGS HAS BEEN PROVIDED. 800 /1900 EQUIPMENT RRU /HYBRID
CABLE SCHEDULE SECTOR RRU MOQEL RRU FREQUENCY HYBRID CABLE HYBRID CABLE .JJt.4PER J.)I.IPER RET RET CABLE R[T CABLE LENGTl-I DIAMETER SIZE LENGTH LENGTH MANUFACTURER I.lOOEL NUI.IBER
ALPHA RRH-C2A & RRH .. (I)SOOMHz & (1 1900MHz 120' 1.06" 1/2" 6' 9.S' COI.II.ISCOPE IRET AISGv1.1 BETA GAMI.IA RRH-C2A & RRH .. 1)8()Qt,tHz &: (1)1900MHz 120' 1.06" 1/2" 6' 9 .8' COI.IMSCOPE
iRET AISGv1 .1 ANTENNA SCHEDULE SECTOR ANTENNA ANTENNA ANTENNA ANTENNA AZIMUTH RAD CENTER ANT. SIZE ELECT TILT MECH TILT FREQUENCY MFR. MODEL QUANTITY 800 1900 ALPHA SOO/1900 104Hz 'MW
ET X 15-70 05 62 18 IR-RD 1 (PER SECTOR) 85' 100'-0' 73.8' 0' O· O· BETA GAI.IMA 800/1900 MHz 'MW ET X 15 70 05 62 18-IR-RO 1 (PER SECTOR) 260' 100'-0' 73.8" 6' -6' O· 1 ELEVATION EXISTING
SPRINT COMA ANTENNA (TYP. OF 4) 22'.34' SC\LE; 3/8' -1'-0' l1 '.n' SCAlE; 3/16' _ 1'-0' ANTENNA PLAN (EXISTING) = " (&5· ",ZIIotUTH) _ (£) SECTOR "' STRUCTURAL ANALYSIS MUST BE PERFORMED
ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRHs, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. @IE.; EXISTING
ANTENNAS ARE COMA UNLESS NOTED OTHERWISE. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRHs WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR 10 THAT SHOWN ON DETAIL 7, SHEET A-6.
FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. tl.QJlS; ALL AZIMUTHS ARE TO BE ESTABUSHED
CLOCKWISE FROM lHE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS
AND MOUNTING SECTIONS, EXISTING TOW'ER ANO TOwt:R FOUNDATION MUST BE ANAL YlED BY A LICENSED STRUCTURAL ENGINEER 10 VERIFY TOW'ER IS CAPABLE OF SUPPORTING lHE NEW LOADS. REFER TO STRUCTURAL
ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER.
3 4 EXISTING SPRINT COMA ANTENNA TO BE REMOVED OF 4) 22' .34' so.LE; 3/8' -1'-0' l1 ' xI7" SCALE: 3/16' • 1'-0' NEW SPRINT ANTENNA WITH NEW PIPE AND MOUNTING HARDWARE, (2) NEW RRH &
MEDUSA JUNCTION/BREAKOUT BOX (l'IP. EACH SECTOR) " ANTENNA PLAN (INTERIM) 22 '.34" SCALE: 3/8" .. 1'-0' l1".n ' SCALE; 3/16' _ 1'-0" NEW SPRINT ANTENNA WITH NEW PIPE AND MOUNTING HARDWARE,
(2) NEW RRH & MEDUSA JUNCTION/BREAKOUT BOX (l'IP. EACH SECTOR) " ANTENNA PLAN (FINAL) PREPARED FOR: 960 WEST ElliOT ROAD SUITE 116 f1 ENG A ND D ESICN SUPPDIH SERVICES 20~ 11I ~\\' k.-n
n ri\"t r IN\O. n : 750H NETY.ORI( VISiON MM8S LAUNCH EXTENSION CORD DEOSAL526 105112 E. ALKALI CREEK ROAD NEW CASTLE, CO 81647 GARFIELD COUNTY DATE 01-16-13 ELEVATION & ANTENNA PLANS
(ALL SECTORS) REY. A-3 o
COMSEAL -MARKER: ROXTEC -P/N:COMSEAL 16/16 ! ./·0 · ~ B S66M BLOCK FOR UQA /r-~P S SURGE ARRESTOR ~ I II-! BATTERY #1 [[] RRH GAMMA . RRH BETA -----------UDA OR BH CABLE GPS CABLE 0
0 0 MUDROOM DETAIL NEW MMBS-BBU CABINET 0 MUDROOM 0 10 0000 0 1 [NLARG£O TO SHOW NOTES .~ V 'I 2" LB HOUSING INTO MUDROOM 2" HEAVY WALL COUPLING 2" SEAL TlTE STRAIGHT CONNECTOR 2" SEAL
TITE FLEXIBLE CONDUIT TO NEW EQUIPMENT 2" SEAL TlTE STRAIGHT CONNECTOR 2" LIQUID TIGHT CONDUIT FOR HYBRID CABLE P /N PORT LAYOUT DETAIL o o [NLARG£O TO SHOW NOTES o NEW MMBS-BBU CABINET
o 0 BATTERY #0 AC/GROUND RRH ALPHA N8436 2" HEAVY WALL CONDUIT __ ~--+j----\;ill'----"-------_JL_-j cI. rL 1 EQUIPMENT PAD REAR VIEW COUPLING 2" SCH 80 PVC FROM TELCO BOX INTO MUOROOM
HYBRID AND TELCO LINE SUPPORT DETAILS SCALE: NTS MGB 4 UADU 4) POW£R CABLE 6) RET CABLE --, I I I I 3} RRH-P4 GROUND I CABLE FEEDER LINE GROUND CABLE I (GROUND KIT/7/8 IN FEEDER : LINE
OR MORE) TGB f=rlR u u I ) MGB GROUND CABLE 2) TGB GROUND CABLE : TGB AND GROUND KIT ARE USED IN CASE ...l... OF THE 7/8 IN. FEEDER LINE OR MORE -=-SAMSUNG MMBS WIRING DIAGRAM SCALE:
NTS EQUIPMENT PAD SIDE VIEW ,'-1 3/4" -J 9· /SIDE VIEW V-FGNO irMOUNnNG TABS (TYP) 1-----1-_-·opnc PORT _ _ -,'Nl'ENlNA PORTS _--P'DWf:R PDRT ,"---RET PORT 5 1900 MHz RRH·P4 MECHANICAL
SPECIFICATIONS SCALE: NTS = GPS-TMR-HR-26NCM UNIT GPS-TMG-LMNT ANTENNA MOUNT ATTACHED TO ,"C!l PIPE , " OIA (SCH 40) STAINLESS STEEL OF GALV PIPE MINIMUM OF 75'; OR 270' IN ANY DIRECTION
GPS OBSTRUCnONS MUST BE BELOW lS' I. THE GPS ANTENNA !.IOUNT IS DESIGNED TO FASTEN TO A STANDARD 1"0, SCH. 40, GALVANIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE !.lUST NOT BE THREADED
AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (!.lIN. Of 18", 8'-0" IF MOUNTING TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR
CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED . 2. IT IS CRInCAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERnCAL AND THE BASE OF THE
ANTENNA IS WITHIN 2" OF LEVEL. 3. DO NOT SI\o'EEP TEST GPS ANTENNA 4. ATTACH GPS MOUNTING PIPE TO NEW MMBS-BBU USING (4) 8MM)(lSMM SS BOLTS AND (4) 1" PIPE STRAPS. GPS TO BE MOUNTED
A !.lIN. OF 2'-0" ABOVE MMBS-BBU CABINET. 2 GPS UNIT PIPE MOUNT & REQUIREMENTS SCALE: NTS TOP VIEW 2 3/8" 00 MOUNTING PIPE NEW SAMSUNG MOUNTING BRACKET AND HARDWARE -1'---2 3/8" 00 MOUNTiNG
PIPE LEFT SIDE l/EW PER RRU TECHNOLOGY REQUIREMENTS NEW SAMSUNG MOUNTING BRACKET AND HARDWARE '""'---2 3/8" 00 MOUNTING PIPE FRONT VIEW 3 RRU POLE INSTALLATION DETAIL SCALE: NTS r 1."
I ~IIQI TOP VI[W 1.9' FRONT VIEW ~POw[R ( -48 V) . RET OPTIC ANT 0 ANT I BOTIQ1,4 VI[W GROUNO SlO£ VIEW 6 800 MHz RRH·C2A SCALE: NTS 7 SCALE: NTS POI.[ POlE IoIOUNTlNC BRACK[T PLANE
WASHER 1.0112 SPRING WASH[R ,//1.0112 H[X Nl/T QQQ "'8;l~ 01 =." fOR WAll. IoI00NllHC PlEASE REfER TO 1.011.0185 INfORIoIAllONAl SP[CIfICA TION-RII-14 IoIAY 2012 fOR GO.Pf>TX 800 MHz
RRH 2ND GEN POLE MOUNT PREPARED FOR: 960 WEST ELLIOT ROAD I fi E N G G AND DESIGN SUPPORT SERVICD ~O! l l l m' k"n Dnw 1'1.. . \ :,\0. TX 750H EXTENSION CORD DEOSAL526 105112 E. ALKALI
CREEK ROAD NEW CASTLE, CO 81647 GARFIELD COUNTY EQUIPMENT DETAILS A-4 o
wO'" 6~ MIN UO l-. z<r<r "00 36" MAX I <r=>0 N "",0 2'-4" ~<r Uo ~ ANCHOR --r--.. BOLT HOLE (rYP) 1 SCALE: NTS '0 'i' in HEX HEAD STOPPING PLUGS 4 SCALE: NTS . w I '" NEW BBU CABINET
NEW MMBS CABINET :" I w U N z "<r w" ~ u z " :" I '" ------------------'--MMBS & BBU TYPICAL LAYOUT ... I in ~ 2" I 00 000 ] 1'-10" I ~ BACK VIEW ANCHOR BOLT HOLE (ryp) [J 2'-B" 3'-4"
TOP VIEW "'" I . 2'-5" SIDE V1EW ~I1II~ I~II ~ BOTTOM V1EW MMBS MECHANICAL SPECIFICATIONS ~{ "-24.4" "-I I "-i-I '0 !~J ..; I I N "-ANC~~ L-~ "-BOLT HOLE (rYP) 2 ANCHOR BOLT LAYOUT SCALE:
NTS FRONT V1EW 3 SCALE: NTS ITEM SPECIFICATIONS CAPACITY MAX 4 BA HERY STRINGS AIR CONDITIONER/COOUNG COOUNG 'MTH FAN FOR EMERGENCY MODE (MCLEAN T20 HVAC) SOUND LEVEL 658A 0 1.5m 71(H)
x 41.25(0) x SIZE 27.6{W) INCH 1800(H) ~ 1048(0) x 700(W) mm ABINET \\'£IGHT 370 L8S PER 8ATTERY 529 L8S STRING \\'£IGHT NARADA 190AH BATTERY (12NDT190) AGM TYPE (VRLA) AC POWER 220VAC.
3.5AMP TYP 14.4AMP STARTING DC POy,.{R lOA MAX «M8DVC BBU CABINET A I iii I~ AC INPUT CIRCUIT BREAKER 8,.A TTERY 8REAKER BATTERY BREAKER " ,B2A HERY BREAKER BATTERY BREAKER I' BA TT[RY
CABLE TERMINAL GROUND BAR CABLE ENTRANCE ,'-5" ~ 3'-0" 2'-7" L . ~ ~rw FRONT VIEW SIDE VIEW I I 2'-3" 'D~ ~I 5 a, ~[ _ .. ,.-T '-1 SECTION B BBU EQUIPMENT WEIGHT & DIMENSIONS B8U CABiNET
18CJQ.700xlO1S(820)mm/70.8in ... 29.!M ~ 40.1(37.0) .. BBU CABINET 168kC) (l701bs) W/O BAmRY l1J6kC) WITH BATT'[RY BBU MECHANICAL SPECIFICATIONS SCALE: NTS ..... ;. BOTTOM VIEW L I ~
'i' in SECTION A "" TOP WITH LIFTING lUGS I 2'-," ANCHOR TOP VIEW BOLT HOLE (TYP) FRONT ViEW 2ND BAnERY 1ST BATTERY <r >-0 z ~ w . '" a. 0> 5 I '-0 w -PREPARED FOR: N 960 WEST ELLIOT
ROAD SUITE 116 G AND DESIGN SUPPORT SERVICES 2 02 11l ~\\'kcn Drh'c I'IJ\\'O. D: 7502.1 EXTENSION CORD DEOSALS26 105 112 E, ALKALI CREEK ROAD NEW CASTLE, CO 81647 GARFIELD COUNTY ·16-13
EQUIPMENT DETAILS (OUTDOOR SPECIFICATIONS) A-5 o
I 1 SCALE: NTS fRONT MANUf.: MODEL' LENGTH \o\IIDTH: DEPTH: VllEIGHT: AREA SIDE KMW ET -x-T5-70-15-62-18-1 R -RD 73.8" 11 .8" 5.9" 41.91bs 6.0 SF ANTENNA SPECIFICATIONS 2 NOT USED SCALE:
NTS ~-O" WlDE-:CRIP ------------l STRUT PLANK" I 2'-0· ,-I (COOPER B-UNE LJ I PIN NH-53010)L (2) 1/2· • ' I LP~~-----t I ,{;':f BOLT 1 ~:::!Oi~sC/C I I h 3-1/2·. SCH I I 80 PIPE I L4x4xl
/4 ~W) ________ ____ __ _ J 2' -0· CONNECTION DEl AIL I I MAX OVERHANG :" j 10'-0· MAX I ~!2'-0. 9GRIP /: ;J STRUT PLANK" L4x4xl/4 (COOPER 8-UNE PLAN P /N 1"-53010) 5 ICE BRIDGE DETAIL
SCALE: NTS 10'-0" MAX DRILLED PIER --_ /FOUNDATION WITH (4) 15 BARS &: 13 TIES «» 12 EQUIPMENT CABINET 1/2". A325 STEEL THRU-BOLTS (-4 TOTAL. 1 PER CORNER) PROVIDE 12CA. EXISTING STEEL
BEMI THREADED GRATING CUP TO FlANGE I==~~===!:;;;~~~~==~OR~NE C~GER~IAV [~NBGOL. TS IF INSTALLED 6 CABINET ANCHOR DETAIL SCALE: NTS w z "i x '" " Iw" o 9 w S 3 SCALE: NTS NOlES: I. NEW
ANTtNNA TO BE MOUNTED TO J ". (NOM) SCH 40 PIPE ),lAST. CONTRACTOR TO VERIfY PIPE hlAST SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. 2. PROVIDE CROSSOVER PLATt KIT BY SITE PRO 1 OR APPROVED
EQUAL. SIZE AS REQUIRED. J . ANTENNA AHO RRU CABUNG TO BE CONNECTED PE Rf DATA SHEET. PRD'AOED BY Rf ENGINEER. NOT USED ClAMP OET AlL EXlSTlNC IoION<POLE NEW MOUNTINC HARDWARE ANTENNA
IoIOUNTlNG PIPE (s£'E NOTE 1) NEW PANEL ANTENNA NEW PIPE MOUNT HARDWARE. CONTRACTOR SHALL USE ADEQUATE HARDWARE THAT ms WITH AN ()Qsm-lc fRAIoIE. ~~J:::~[[~~~~~~~(EJb~~~~~~Ii~=l~========~NEWSTN~EWN
~."SS STtElHANaR ST~N~SS STEEL CI..AIoIP. AI<IOREW PART I J1870-J OR AI<I APPROVED EQUAL (TYP Of" 2 PER 8REAfI(OUT UNIT) ././././././././././.-<------.., I -f-ur 00 ...nn-. I ISlIOOOlOIT_1
OIO!(W""" SSI-]oI ~ 1/1/L _ __ ~~~Y /////()OsnNC ANTeNNA fRAME NEW CROSSOVER PlATE KIT (SEE NOTE 2) NEW HYBRID FREQUENCY CABLE NEW HYBRID BREAKOUT UNIT. CONTRACTOR SHALL hlOUNT WITH
ADEQUATE HARDWARE TO EXISTING fRAhlE. (TYP Of 1 PER S£.CTOR) HEW ..lJ r.lPER (TYP) HEW HYBRID f ANOUT CAB~ fROU NEW Rf CABINET (TYP Of" 1 PER SECt OR) SUPPORT BY HOISTING CAIP (VERY
200' NEW RRU hlOIJNnNC HAROWARE SUPPORT H"Y8RID CABLE WItHIN 12" a-BREAKOUT UNIT NEW IAICROWAVE DISH ANTENNA 7 TYPICAL BOOM & STANDOFF DETAIL 1900 ANTENNA DETAIL SCALE: NTS lfilIES ,
. MULTIPLE CONDUITS CAN BE PLACED IN THE SAME TRENCH AS LONG AS A MINIMUM SEPARATION PER THE LOCAL UTIUTY COMPANIES IS MAINTAINED. IN ALL CASES THE MINIMUM CENTER TO CENTER SPACING BETWEEN
CONDUITS IS "-0" (NOT REQUIRED fOR COAX). 2. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EI THER SEEDING OR SODDING GRASS AREAS. OR REPLACING ASPHALT OR CONCRETE
AREAS TO ITS ORIGINAL CROSS SECTION. 3. If SAW CUT IS NEEDED, OVER CUT BOTH SIDES OF TRENCH BY MINIMUM OF 6" TO AVOID DEPRESSION IN THE FUTURE fiNISHED GRADE OR AC PAVING MATCH SLOPE
&: THICKNESS Of EXISTING COMPACTED BACKfiLL TO MIN 95~ MODIFIED MAX. DENSITY PER ASTM 01557 METHOD 0 UNDISTURBED EARTH CONDUI TS MIN 1'-0· MIN CLEARANCE 4 UTILITY TRENCH DETAIL SCALE:NTS
8 NOT USED SCALE: NTS BEDDING PREPARED f OR: 960 WEST ElliOT ROAD SUITE 116 ~D 2 15 WEST MAIN MESQUITE, TX E N G ... NO DESIGN SUPPORT Sf;RVlCf;S ~m l l l ~wkcn Driw 1'1.,0..\:0. n :
/5021 EXTENSION CORD DEOSALS26 105 112 E. ALKALI CREEK ROAD NEW CASTLE, CO 81647 GARFIELD COUNTY EQUIPMENT DETAILS A-6 o
3 SUPPLIER SA~SUNG FI8EROPTICS ASIA TAl TYPE 1 TYPE lENGTH TOTAL \YEIGHT WEIGHTjlF TOTAL WEIGHT WEIGHT/lF (FT) (KG) LBS (KG) LBS (KG) (LBS) (KG) (LBSt .0 '3 26 0.2 0.5 ,. " 0.3 0.7 TYPE
, 75 1. 35 0.2 0.5 22 •• 0.3 0.7 TOTAL LENGTH .... 114·-9.95 .. HYBRID POWER Awe 10 1 PAIR. CABLE AWG 12 3 PAIR CONFIGURATION .0 1. 42 0.2 0.5 2. 57 0.3 0.7 CABLE DIAMETER 0.98· 105
30 •• 0.3 0 .• 2. .5 0.3 0.7 120 34 75 0.3 0 .• 33 73 0.3 0.7 TYPE 2 135 36 65 0.3 D .• •• 101 0.3 0." 150 43 •• 0.3 0 .• 51 112 0.3 0.7 '.5 .7 10' 0.3 0 .• 55 122 0.3 0.7 BENDING RADIUS
11.81· OPTIC CABLE DU CABINET (POWER CABLE lERMINAl MAX 160 •• 151 0.' 0.6 72 '.0 0.3 0.7 SIZE AWG 4) TYPE 3 ' .5 75 , .. 0.' 0.6 76 173 0.3 0.7 RRU PDW'ER 210 60 177 0. ' 0.6 65 167
0.3 0.7 CABLE SPEC 225 6. , .. 0.4 0.' 102 224 0.3 0.7 NON USE PO\YER 2 PAIR POWER AND OPTIC CABLE AND OP TIC CABl TYPE • 240 • 5 20 • 0.4 0.' '0' 23. 0.3 0.7 PROTECTION WITH PE PIPE
255 101 222 0.4 0.' 115 25' 0.3 0.7 270 133 2.3 0.5 1.1 122 270 0.3 0.7 SUPPLIER lESSCO 265 141 310 0.5 1.1 152 335 0.3 0.7 TYPE 5 300 146 32. 0.5 1.1 ,.0 353 0.3 0.7 TYPE lENGTH TOTAL
'WEIGHT (FT (KG) LBS 315 155 342 0.5 1.1 '.6 371 0.3 0.7 1 0.73 1 .• 330 ,.3 35. 0.5 1.1 17. 366 0.3 0.7 TYPE. 1000 732 1613 42,0 40,2 667 2.2 TYPE 7 1000 100. 2218 550 553 1220 HYBRID
AND JUMPER CABLES COLOR CODING 2 HYBRID CABLE TYPE (4) PAlFI ,~w" (e) FlBEII " f nfls fI r '" Sl'ACE I 2" TAPE SECOND RlNO r=" =~'='=""+-"'c:''"''=' ~''~=''='''-+--'''=' =~,':'=' '''--=o-J-,:::'=='
,'",=,:,=-M::=",==,'C"C,'=,r 2" TAPE SECOND RINO I tmlRlD co..OIt COO( BErM:~ !If -......... ... IlCD,) BETWEDI II'rtIR1D CA8l[ co..OIt 11t[OOENCY COlOR COD( FRtOOtHCY CQ.OII COO( RINGS
RINGS COO( ..... D FlIEQU[IICY ro.~ """ -------=::::::::::::::::::::::::::=~-"n"", "'a< "'" ''''' TABl£ f OR DETAIl} ----J----FR[QUOfCY COlOR COO( TAPE (SEE TABlE fOR DETAIl) NO SPAC[
B£TWEDI CASU: TYPE 2 "'180'-5.35" AWG 8 1 PAIR. AWG 10 3 PAIR 1.06" 12.99" 2 PAIR POWER AND opnc CABl WITH PE PIPE 2' lAPE OIISl RING I" Sl'At( 2' lAPE SECONO RING I" SPAt( r TAPE TMRl
RING 2" TAPE flRST RiNG 2' TAPE SECOND RHG I ':-':":::-::::"'1 2" TAP( RlNO (II) nstR = 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BonOM WITH 2" COLORED TAPE OR STENCIL TAG. 2. THE
FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2· FROM AN END CONNECTOR. YJEATHERPROQFING. OR BREAK-OUT CYLINDER, WITH ,. SPACE BETWEEN EACH RING. 3. THE
HYBRID CABLE COlOR SHALL BE APPLIED IN ACCORDANCE WITH THE -TYPICAL HYBRID CABLE COlOR COOE· TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE
LABELED WITH 80TH THE HYBRID CABLE COlOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COlOR CODE IN ACCORDANCE WITH THE ~FREaUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE-TABLE
ABOVE. 5. A 2"' GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 6. THE 2" COLOR RINGS FOR THE FREOUENCY CODE SHALL BE PLACED NEXT TO EACH OrnER WI TH NO
SPACES. 7. THE 2" COlORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS
POSSIBLE. HYBRIO CABLE CONNECTION AT CABINET 3/4" SPAC[ ANO 11t[Ql.IENCY ro.a< """ 3/4" TAPE -~, "'" , f-~ I RRU CONNECTOR 0 FREQU£NCY COlOR CODE TAPE (SEE TABLE FOR DETAIl) SPAt( BETWHN
CA.8l[ f'II(~Yco..OII """ 3/4" T _I mr~ n." "" TYPE 3 TYPE • TYPE 5 .... 213·-3.05· "'262'-5.60· .... 328·-1· Awe 6 1 PAIR, Awe 6 1 PAIR. AWG 4 1 PAIR. Awe 8 1 PAIR, AWG 8 J PAIR AWG
6 1 PAIR. AWG 10 2 PAIR AWG 8 2 PAIR 1.18· 1.18"/1.25· 1.25" 15.35· 17.71· 17.7'" lC/pC-to-lC/pC. SINGLE MODE 2 PAIR PO'h'ER AND OPTIC CABLE v"TH PE PIPE AWG B. 0.57· ... 0.60 .. AWG
10 0.45 ...... 0.48· 2 PAIR POWER 2 PAIR POWER AND OPTIC CABl AND opnc CABl WITH PE PIPE WITH PE PIPE H'I'URID CASU: TO ~,,, • .J 2" T.t.PE RING 2" lAPE RtIG ~-.L_ """, COlOR coot lAPE
(SEE lA8L£ FOR OElAll) HYBRID CASU: TO ,~,~, .---./flRSl Rf,fG FlIEOJDICY CQ.OR """ 8. COLOR BAND ON JUMPERS SHAll BE 2" WIDE WITH A 2" SPACE. JUMPER CABI E CONNECTION AT RRU AND ANTENNA
HYBRID CABLE COLOR SCHEME DETAIL TYPE • TYPE 7 ....420·-0· .... 550·-0· AWG 4 I PAIR. AWG 2 1 PAIR. AWG 6 3 PAIR Awe 4 J PAIR 1.56" 1.69" 18.00"/30.00" 21.00"/35.00" 8 AWG CABLES 4 PAIRS
2 PAIR PO\'f£R 2 PAIR PO'WER AND OPTIC CABl AND OP TIC CABl WITH PE PIPE WITH PE PIPE PREPARED FOR; 960 WEST Elli,O T ROAD AND D I';SIGN SUPPORT SERVIC ES .roll IIJwhn Driw rL\:\o. T:\
7~H EXTENS" ION CORD DEOSALS26 105 112 E. ALKALI CREEK ROAD NEW CASTLE. CO 81647 GARFIELD COUNTY · 16·13 ANTENNA AND CABLE COLOR CODING DETAILS SHEET NUMBER RF-1 o
ELECTRICAL NOTES REfER SPEOAL NOTE SHEET N-' QtEltilDOHSt s~O~i"nf > o CONTRACTOR 00 [C SHALL REfER TO INOI""OUAL OR rlRM 1'M1CH BY CONTRACT DESIGNATEO AS RESP~Sl81E fOR THE [IHAllY
.&.PPRO'IEO ELECTRICAL WORK UN[)(R THE PUR...,(W Of THE A EXISTING/PROPOSED ELECTRICAL CIRCUIT BREAKER PANEL m:NOffS: 1ft:-1;111-1& 5P[OAl NOn N-I) CONSIRucnON MANAGER (C.M.) 2-SEAL
TIT( 90' CONDUIT CONNECTOR o A.H.J. SHALL REfER TO LOCAL COOt ENfORCEMENT AUTHORITY HAVING -'JRISOICllON FOR THIS PART, 5/0007 OR EQUIVALENT PRQ..{eT. SITE NUMBER: DE05Al526 MODEL NUMBER:
TSO o (N) DESIGNATES NEW: (E)-EXISTING; (V)-flELD V[RirY; CONOITlON, EQUIPt.lENT OR 0 VOLTAGE: 240V/120 PHASE: 1 ~ CQNN[CTION. 0 NEW 0 MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS WIRE:
3 Ittt::lB61 BtQl/IBtb:lEtlIS' J.4MBS 11 b MOUNT: SURFACE NEUTRAL BAR: YES A/C, TBO SEAL liTE CONNEClION-CABINET ENCLOSURE TYPE: NEMA 3R N TO GROUND BOND: TBD GROUND BAR: TSO 1. BECAUSE
or THE RAPIDLY CH1.NGING TECHNOt.OGIES AND REViSIONS BEING !,lADE IN THE TELECOUMUNICATIONS INDUSTRY, THE INFORMATION SHOWN AS (E) OR NOTED TO 8£ 'EXISTING' 0tL&:l.l CON05~T S~6M Tls~~~~Bi~'
NEW PANEL STATUS: EXISTlNG INTERNAL TVSS: CKT BKR St1EEI. or THIS PL,\N SET SHALl. NOT BE ASSUMED TO BE CURRENT UNTIL FIEU> VERIFIED AT ruE TIME 1\ , EQUIPMENT Of PROPOSEO CONSTRIICDOH
BY A JURISDICTION UCENSED ELECTRICAl CONTRACTOR OR REGISTERED EQUIPMENT (6'-0" IoIAX) r-oo oo "'V> "'V> oo oo PROFESSIONAL ELECTRICAL ENGINEER. AlSO SEE NOTE ·4 BELOW. Wv> wv> !:Ii"
!:Ii" wv> Wv> -TX-124 2" HEAVY WALl COUPlIt«l, 0 0 ~ "'''-"'w "'w "'''-IfbbO'-'1' CKT LOAD DESCRIPTION <:> <~ « ~~ ~5 <:> LOAD DESCRIPTlON CKT I ~' ~::~E~~RAL ~YNAMICS 2. PROPDSED REVISIONS
INDlCAT[D AS (N) OR ITEMS NOTED AS 'NEw' LOADS, F{EOERS, OR li!< wO wo-li!< S'MTCHGEAR SHAlL NOT BE AOOEO TO THE 240/120'1 VOlT, I PHASE A NEW OR EXISTING PPC 2" SEAL TlTE STRAIGHT ~
., .O,O "-::5 V> ::5 V> .o,o "-., \to1THQUT OR UNTIL THE REOUIREMENTS or THESE ELECTRICAl NOTES AHD SPEonCATIONS ARE CONNECTOR r--SATlSfIEO. ~ Ys\1 EMPTY ON 1 15 SA HERY HEAT 2"' SOi
80 PVC TO STUB UP, 16 J. THE CONSTRUCTION MANAGER SHALL OBTAIN DOCUMENTATION TO IDENTIty THE EXISTING @SURGE 60 2 ON CONTINUOOS CURRENT ELECTRICAL LOADING AlONG WITH OOCUMENTATION OR
ACTUAL MEASURO.lEN TS AT EQlJIPIolENT LOCATION ='1 ON 2 50 LUCENT 4.0 ~ 0).7$." '00'II co""TRUclJON P\.Nl$ ~ • TO DEMONSTRATE THAT THE PROPOSED ADDlllONS AND CHANGES WILL NOT INCREASE
THE CO'ITINUOUS LOAD ON THIS SITE BEYOND BD" or THE UL LISTED CAPACITY or THE SER'vlCE ENTRANCE EOUIPMENT. \ 2" SEAL mE FLEXIBLE ON 1 15 GFI OUTLET (SEE NOTE 0 8ELOW). CONDUIT STS 3D
20 OFF -0. 1""'" ~ • ON 2 100 MMSS (N) REV. 0 ... ~ o. AS PERMITTED BY NFPA-70 (ARllCLES 100.1 AND 220. 225 AND 230) OR ADOPTED LOCAL GDVERNING COOES OR 5\JPPLEMENTS. "":v" IC~:O I I
I I • n I I I I SCALE: NTS SCALE: NTS 2 15 SSU (N) ~':IIJ:.I • . ALl. AOOlTiONS, CHANG£S. AND RELOCATIO'I OF BRANCH CIRCUITS SHALL BE CAREfULLY DOCUIolENT[O SHOW.NG THE SIZE AND LOCATION
or ALL CONDUIT, W.RlNG, CIRCUIT PROT[CTlO'I AHD so 4 IEQUIPMENT CONDUIT CONNECTION (TYP) 5 I SEAL TlTE CONDUIT CONNECTION FORTH IN A I.IANNER ACC(PTABLE TO THE AHJ. AS-BUILl ORA'MNGS
SHAlL BE PROVIDEO AS PART OF THE FINAL ClOSE-OUT DOCUMENTATION REOUIR£D BY THE CONSTRUCllQN OOCUMENTS AND/OR AHJ. REFER AlSO TO SPECIAL NOTE SHEET N-l Of THIS DRA'MNG SET A.C. POWER
SERVICE FEEDER SCHEDULE 5. ALL EXISllNG OR NEW ELECTRICAL fiNAL INSTALLATION SHALL COMPlY W.TH JURISOICTIONALLY ADOPTED ELECTRICAL AND ALL APPLICABLE LOCAL OR STATE COOES. NO FROM TO
COMMENTS 960 WESl ELLIOT ROAD CD ELECTRICAl A.C. POVr£R SOURCE. I.IE1£R/SERVICE ENlRANC£ DISC. EXlSTING 200"'~ AS IlIBWt TO I(f1IlC SUITE _ 1 ~~'8' 6. \'tHERE NEW ELECTRICAL POWER OR
TELCO SER'vlCE IS INDICATED OR REQUIRED, CONTRACTOR SHALL COORDINATE WITH SERVICE PR0\t10ER(S). PROVlOE ALL REQUIRED ell ME1[R/SER"CE ENIRANCE DISC. Dl5"," PPC 100.\ (mAl) 1RANIf1R EXlSnNG
2OOA.m fIIIIII £NIMlTY. COOJT Nfl EOUIP ~ ENT, v.1RING, CONDUIT ANO THE LIKE AND PAY ANY RELATED PROVIDER CHARGES SWTQi TERIRIAL ""'"ID """0!'!Xl11 "'" IRlJ(JI; (~cl ISBA OR UPGRADE
FEES. Q! ,"5T. 100.\ PPC (OOI1RAH!flR sr. 1[""Al OIS~ SINIHr (})I[AAT(Ji! A{(tPrUll EXISTING 200A.OOmJRIKIIIIWClf.lD11 7. PROPOSED NEW UNDERGROUND POVl(R AND/OR TELCO SERVICE LINES SHALL
BE ROUTED AND INSTALLED AS SHO~ ON THESE PLANS. @) PPC/ClRCI.U BREAKER PANEL PROPOSED MMBS CABINET PRO\1[)[ NEW 3-,3AWG, CUlf8C IN I·e ~ CONTRACTOR SHALL VERIfY EXISTING PANEL LOADING,
WHERE EXISTING SPARE CAPACITY IS PROPOSED BBU CABINET PROIIDE NEW 3-~DA'" aJ1~O; IN ,. C GREATER THAN 100 AMPS WITH SUFFICIENT BREAKER SPACE, CONTRACTOR SHAlL INSTALL NEW 4OJ8 6. CONDUIT
BELOW CRA()(: SCHEOULE 40 WITH LONG SWEEP ELBOWS;EXPOSED @PPC/ORWT BREAKER PANEL CIRCUIT BREAKERS AS INDICATED ON ONE-LINE DIAGRAM 2/E-1. IN-4.268 CONOUIT SHALL BE GALVANIZED STEEL RIGIO
OR INTERMEDIATE CONDUIT. 9. ALL NEW PCS OR PPC EQUIPMENT SHAt..l BE SUPPLIED BY SPRINT, INSTALLEO AS REfER 10 OfClRICH. NOlES \/[-\.lJ<Ill SPEOA!. I/{lJ[S 9fIT N-\.&JIO EUCJRIC.IJ..
QI[-lf[ \JAOO.\I mT [-I FCf! nIIMR R£0JmI[N15. NOTED BY CONTRACTOR. 3 PANEL SCHEDULE Q,,1r!O to. CONTRACTOR SHALL INSPECT Tl1E EXISTING CONDITIONS, COMPARE THEM 'MTH THE ELECTRICAL DRAWINGS
AND RELATED DOCUMENTATION AND RESOLVE ANY QUESTIONS AND DEFINE ANY EXCEPTIONS PRIOR TO SUBMITTING A BID. NO EXCEPTIONS SHALL BE ~ ~~! MAlN STREET PERMlmo ONCE THE CONTRACT HAS BEEN AWARDEO.
(RE: SPECIAL NOTE, SHEET N-l AND NOT[ 11 BELOW) PHONE:' 97?T~Q~~j~96 II. LOCATION or EOUIPMENT, CONDUIT AND DE'vlCES SHOWN ON THE ORAW.NGS ARE APPROXIMATE AND SHAlL BE COORDINATED W.TH
rlELD CONDITIONS PRIOR TO ORDERING I.IATERIAlS OR ROUGH-IN. CONSTRUCTION MANAGER SHALL OBTAIN EXISTING LOAD STUDY (ACCEPTABLE TO THE A.H.J.) AND G,~ Ci ,~, 12. PROVIDE PULL eoX(s AND
JUNcnON BOx(S Yo1--IERE SHOWN OR R£OUIRCO B'( NFPA-10. SHALL BY CALCULATION OR ACTUA L MEASUREMENT DEMONSTRATE THAT ANY INTERIM OR f iNAL ENG . ER I G EL ECTRICAL POWER LOADING f OR
THIS SITE WILL NOT EXCEED 80% Of THE INSITU CAPACITY Of THE AND OF;SIGN SUPPORT SERVICES IJ. ALL CONDUIT BENDS SHALL BE MAOE IN ACCORDANCE W.TH NEC TABLE J46-10. NO RIGHT EL ECTRICAL
PANELS AND FEEDERS. AT NO TIME SHALL ANY PROVISIONS OF NFPA·70 CURENTL Y IN ]O~ l l l ~\\" hn Dnl'e ANGlE OCVlCE OTHER TH.6.N ST.6.NDARO CONDUIT EL80'NS W.TH 12-MINIMUM INSIDE Sv.£EPS
FOR fORCE fOR THIS CODE AUTHORITY BE COMPROMISED. REFER ALSO TO SPECIAL NOTE AT THE TOP OF ~~;~ ALL CONDUITS 2" OR LARGER. SHEET N·1 OF THESE DOCUMENTS. 14. ALL CONDUIT TERMINAllONS
SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 15. ALL WIRE SHALL BE T'l'PE TH\\N: SOt.ID. ANNEALED COPPER UP TO 5lZE 110 AWG 'MRE SIZE 12/o;;:~~ ,8 AWG ANO LARGER
SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (161 DEGREES n, 98' CONDUCTIVITY. MINIMUM 112 AWG UNLESS SPECIFICALLY NOTED OTHERWISE. 16. All DISCONNECT SW.TCHES AND OTl1ER CON TROLLING
DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLAtES INDICATING EQUIPMENt CONTROLLED, BRANCH CIRCUITS INSTALLED ON. ANO PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIOE
SAMPLE rOR PROPOSED PROPOSED : '-v'~, CONSTRUCllON I.I ANAG(R'S APPROVAl. AlL SERVICE ENTRANCE EQUIPMENT SHALL BE so RATED. MMBS SSU 17. ALL WIRES SHALL BE TAGG£D AT ALL PULL BOXES.
J-BOXES, EOUIPMENT BOXES .6.N0 CABINET CABINET ~ ... ~:.~ CABINETS WITH APPROVED PLASTIC TACS, ACTION CRAfT, BRADY, OR APPROVED EOUAl, PlASllC ,~~OA @EXISTING 2DOA (NEW) (NEW) £1.I80SS["O
TAPE SHAll NOT 8£ USED. EXISTING M "a+ '" GENERATOR AND 18. CONDUIT RO'JGH-IN SHALL BE COORDINATEO WI TH NEW AND EXISTING EOUIPMENT TO AVOID METERED ~ RECEPTACLE ..... 4/2/1. 5' LOCATION
CONFLICTS. PO'NER N I ~ .,....--;TRANSFER S'WITCH & SOURCE LOAD CENTER 19. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL NEW CONDUITS PER NrPA-70 ,:lm AS APPROVED BY A.H.J. 20. THE
CONTRACTOR SHALL PREPARE AS-BUILT DRAW.NGS. OOCUMENT ANY ANO ALL W.RING AND EXISTING 200A METER/,;; EX'TENSION CORD 2P200J I I EOUIPMENT COHOlllONS AND CHANGES WHILE COMPLETING Tl1IS
CONTRACT. SUBMIT AT DISCONNECT SWI TCH DEOSALS26 S\JBSTANllAL C0t.4PlETION. BErER ALSO TO NOT[ • ABOVE. VERIFY E XISTING /~ EXISTING LOADS 21. ALL MATERIALS SHAlL BE NEW AND SHALL BEAR
U.L LISTING, OR NEMA RATING OR SIMILAR. -----: ", (REFER TO '=® 105 112 E. ALKALI CREEK ROAD SERVICE GROUNDING )--o,:,::,.~~ PANEL/LOAD CrR 22. ALL ELECTRICAl orViCES AND INSTALLATIONS
OF THE DEVICES SHAlL COMPLY WITH (ADA) AMERICANS W.TH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE A.H.J. (PER NFPA-70 ART NEW CASTLE, CO 81647 ~;::::~ SCHEDULE 3/E-l) 23. IN CASES
SUCH AS ROOr-TOP LOCATIONS AND THE LIKE. WHERE CORE DRILLING IS 250 AND ADOPTED GARFIELD COUNTY NECESSARY, DO NOT PENETRATE STRUClURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS LOCAL ELECTRICAL
(N) 'M'lITTEN APPROVAL. SlEEVES AND/OR PENETRATIONS IN fiRE RATED CONSTRUCTiON SHAll BE CODE) CONFIRM PER 2P10D "'-~~ CHECKED BY I DATE SEALED WITH A.H.J. APPROVED fiRE RATED MATERIALTO
MAINTAIN THE FIRE RATING OF THE WALL )--0". " JR 01-16-13 OR STRUCTURE. FLOOR OR EXTERIOR PENETRATIONS SHALL 8E SEALED TO PREVENT PASSAGE OF AHJ. WATER, SMOKE. FIRE AND FUMES. V '2'PI
5A (N) '----® ""'''''' 24. CONTRACTOR SHALL COMPLY \to1TH Tl1E INTENT OF THESE DRAWINGS WHICH INTENT IS TO ~" c."!:: ONE-LINE DIAGRAM PROVIDE COMPLETE SYST[M(S) INSTALLED AND FUNCTIONING
AS INTENDEO FOR SPRINT AS INT[RPRETED BY THE CONSTRUCllON MANAGER AND THE CONTRACT DOCUMENTS. & POWER PANEL SCHEDULE RE~. 1 IELECTRICAL NOTES 2 IELECTRICAL POWER ONE-LINE DIAGRAM E-1
0
DIN RAIL LIGHT DETECTOR 34U DIN RAIL 32U 30U 28U 26U PLATE 24U 22U 1ST GROUP OF DC SPDs 20U GROUP OF DC SPDs 18U FOR BSDU 16U RECnflERS 14U 12U toU POWER CORE 8U GROUP OF DC SPDs 6U
4U 2U /0 MONITOR DOOR WITH 2X FAN AND RLTER 1 MMBS ELECTRICAL DETAILS SCALE: NTS EXISTING TELCO EXISTING PROPOSED DEMARC AT PPC TELCO MMBS-BBU (SEE NOTE 3) DEMARC MUDROOM (HOFFMAN (SEE
NOTE 2) BOX) (SEE NOTE 1) (6) BLACK SHIELDED 24 AWG CATSe IN PROPOSE~~ /i3) BLACK SHIELDED 24 AWG 2" CONDUIT CAT5e IN EXISTING CONDUIT (1) P ULL STRING ,~ ~, (1) PULL STRING NOTES: 1.
CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOffMAN BOX AT SITES MAIN TELCO DEMARC. 2. CONTRACTOR SHALL INSTALL RJ-4S ENDS ON ALL (6) RUNS OF CAT5E INTO MMBS-BBU MUDROOM. 3. CONTRACTOR
TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET. 4. CONTRACTOR TO INSTALL PULL STRING 3 TELCO RISER DETAIL SCALE: NTS GROUNDING BAR 70 . .. 60 966 MI -50 BLOCK
50 @40 HOLE 30 20 0 to POLYPHASER BRACKET POLYPHASER SURGE PROTECTOR 2 MUDROOM ELECTRICAL DETAIL SCALE: NTS NEW NEW BBU MMBS CABINET CABINET 5432 1 0 ( ) YS X) I )( X # 1/0 AWG J • SEE
ELECTRICAL ONE ;., UNE DIAGRAM ~ I # 6 AWG ( LOAD CENTER 66 BLOCK GROUND BUS BAR PUNCH-OUT CABLE HOLE POlY PHASER AND MOUNTING BRACKET GPS CABLE UDA OR LINK CABLE OR M/W CABLE AC POWER
CABLE GROUND CABLE DC CABLING WITHIN PRE MANUFAClURED HYBRID CABLES r< ', SECTOR ' } l) SECTOR 2 REFER TO HYBRID CABLE SPECS DC POWER EI fCTRICAL NOTES' MINIMUM CABLE LENGTH BETWEEN
THE au AND BATTERY IS 70MM (2.75 in) MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in). SECTOR 3 WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT
BE USED. ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48VOC POWER DISTRIBUnON PANEL TO AND fROM NEW BBU CABINET. -48 VOC CABLES BETWEEN NEW MMBS CABINET &: RRU'S ARE FACTORY ASSEMBLED
AND EQUIPED 'MTH ONE PRE -TERMINATED END. ALL FIELD INSTALLED OC CABUNG SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET INSULATED. 4 DC POWER DIAGRAM SCALE:NTS MMBS PORT LAYOUT CONDUIT
• USAGE 0 BATTERY I AC GROUND 2 RRU SECTOR 1 3 RRU SECTOR 2 4 RRU SECTOR 3 5 BATTERY PREPARED FOR: 960 WEST ELLIOT ROAD SUITE 116 MAIN STREET TX 75149 G i ENG .E RIG AND D"~ "'N ~""'''ORT
:5""V>C"~ 20! 1 1 1 ~\\" hn Driw PI.I\ ;..'O. n: 75023 NETWORK VISION !.!Mas LAUNCH EXTENSION CORD DEOSALS26 105 1/2 E. ALKALI CREEK ROAD NEW CASTLE, CO 81647 GARFIELD COUNTY SHEET TITLE
ELECTRICAL DETAILS E-2 -16-13 REV. o
EXIS,TING FINAL GROUND LEAD FROM MASTER GROUND BAR TO EXISTING GROUND RING EXISTING SPRINT BBU CABINET EXISTING SPRINT MASTER GROUND BAR EXISTING SPRINT MODCELL CABINET ~c< ~~~NETlC
NORTH NORtH 22"d4" SCALE: J/S" .. 1'-0' 11"x\1" SCALE: J/16" .. 1' -0" + + + t t t.,.'" t t + + t~"'.,."'.,."'.,. + t t t +0 ~ t t.,. + + t t t t t + t t .,. " EXISTING SPRINT POWER
AND TELCO ROUTE IN CONDUIT EXISTING SPRINT PPC (200 AMP SERVICE) EXISTING SPRINT GPS ANTENNA 1 EQUIPMENT GROUND & ROUTING PLAN (EXISTING) IF REQUIRED EXISTING FlNAL GROUND LEAD FROM
MASTER GROUND BAR TO EXISTING GROUND RING NEW SPRINT MMBS CABINET CONNECT TO EXISTING SPRINT MASTER GROUND BAR NEW SPRINT J 'X2' ICE BRIDGE CONNECT TO EXISTING MASTER GROUND BAR EXISTING
SPRINT MASTER GROUND BAR NEW SPRINT BBU CABINET CONNECT TO EXISTING SPRINT MASTER GROUND BAR 22' xJ4' SCAlE: J/S" .. 1'-0" 11"x17" SCALE: J/16' .. 1'-0" NEW SPRINT POWER AND TELCO ROUTE
IN CONDUIT • • + t .,. t + t t .,. + + t t t t .,. + .,. t .,. t + + + t .,. to.,. ~ + .,. .. t + t t .. + .. t t .. .. " EXISTING SPRINT PPC (200 AMP SERVICE) CONNECTION FROM NEW SPRINT
CPS TO EXISTING MASTER GROUND BAR EQUIPMENT GROUND & ROUTING PLAN (FINAL) EXISTING FINAL GROUND LEAD FROM MASTER GROUND BAR TO EXISTING GROUND RING NEW SPRINT MMBS CABINET CONNECT TO
EXISTING SPRINT MASTER GROUND BAR NEW SPRINT J 'X2 ' ICE BRIDGE CONNECT TO EXISTING MASTER GROUND BAR EXISTING SPRINT MASTER GROUND BAR --• • • • EXISTING SPRINT MOOCELL CABINET .• •
• • • • • • • • '0• • • • • 22"xJ 4' SCAU: J/S" .. 1'-0" 1""""""1 I 11 "xI7' SCAlE: J/16" " 1'-0' 2~O :l' --• NEW SPRINT POWER AND TELCO ROUTE IN CONDUIT EXISTING SPRINT POWER AND TELCO
ROUTE IN CONDUIT EXISTING SPRINT PPC (200 AMP SERVICE) CONNECTION FROM NEW SPRINT GPS TO EXISTING MASTER GROUND BAR EXISTING SPRINT GPS ANTENNA NOTE; EXISTING BBU CABINET TO BE REMOVED
AND REPLACED WITH NEW MMBSCABINEl , NEW BBU CABINET TO BE INSTAllEOAFTER DECOMMISSION OF EXISTING CABINETS. 2 EQUIPMENT GROUND & ROUTING PLAN (INTERIM) IF REQUIRED LEGEND • EXOTHERMIC
CONNECTION • MECHANICAL CONNECTION GJ ANTENNA GROUND BAR -MASTER GROUND BAR NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REOUIRED. GENERAL GROUNDING
NOTES: 1. ,. 3. .. 5. 6. 7. 8. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. GROUND ALL ANTENNA BASES, FRAMES,
CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUfACTURERS PRACTICES fOR GROUNDING REQUIREMENTS. GROUND
COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MfR'S PR ACTICES. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE
GREEN INSULATEO WIRE ABOVE GROUND. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WlTNESSEO BY SPRINT WIRELESS, LLC. REPRESENTATIVE .
REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS Of GROUNDING STANDARDS. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING
SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL Of DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION Of GROUNDING SYSTEM. PHOTO DOCUMENT ALL
EXOTHERMIC AND GROUND RING. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DifFICULTIES INSTAlliNG GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS
SHALL BE fiELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRIN T. GROUNDING NOTES: 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED
SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PAR ALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN
EACH SECTION AND LABEL EACH SECTION ( -P", "A-, "N", "I") WITH I" HIGH LETTERS. J. ALL HARDWARE 18 -8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAl ALL SURfACES WITH AN ANTI-OXIDANT
COMPOUND BEfORE MATING, ALL HARDWARE SHALL BE STAINLESS STEEL J/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL. COAT
ALL SURFACES WlTH AN ANTI -OXIDANT COMPOUND BEfORE MATlNG. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOL TEO ON THE BACK SIDE. INSTALL BLACK HEAT-SHRINKING
TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOf THE COMPRESSION CONNECTION. 6. NUMBER Of GROUNDING BARS MAY VARY DEPENDING ON THE TYPE Of TOWER,
ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8. WEATHERPROOFING
SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUfACTURER. 9. SUPPLIED AND INSTALLED BY CONTRACTOR. 10. 'WHEN THE SCOPE Of WORK REQUIRES THE ADDITION OF A GROUNDING
BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL fROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR
FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. f OlLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) 12. NUMBER
OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTlON ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE fOR INSTALLING ADDITIONAL GROUNDING BARS
AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 4 GROUNDING NOTES PREPARED FOR: 960 WEST ELLIOT ROAD SUITE 116 AND OESIGN SUPf'ORT SERVICES !O~ I II ~wh'n Driw EXTENSION CORD DE05AL526
105 112 E, ALKALI CREEK ROAD NEW CASTLE, CO 81647 GARFIELD COUNTY GROUNDING & ROUTING PLANS E-3 6-13 o
ANTENNA SECTOR 1 800/1900 "H, SPRINT ANTENNA EXISTING SPRINT ANTENNA ~I ~I "z I E""N' ~,,~ ~l I r-10 Awe Qt1j = ~ U::::;-«" HYBRID CABLE INTERNAL ~ ~ CRO WIRE TO BE TRIMMED TO FIT AND
-,-ATTACHED TO GRD BAR PROPOSED CPS UNIT EXISTING DEI CABINET COAX JUMPER ANTENNA SECTOR 2 800/1900 "H, SPRINT AN TENNA EXISTING SPRINT ANTENNA -11 ~I ~I "z ~ I E"S~' ~"M ~~ -= ~ DC
/FIBER (E) 62 AWG EXISTING CABINET HYBRID CABLE INTERNALrGI GRD 'MRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR L--(ELJ2 ~G_ EXISTING UPPER TOW'ER GROUND BAR ~GB ~-COAX ..A)MPER ANTENNA
EXISTING SPRINT ANTENNA SECTOR 3 800/1900 "H, SPRINT ANTENNA COAX JUMPER ~I NEW MMBS CABINET = ~ ' 0 AWG QUt1::j: :;-«" HYBRID CABLE INTERNAL ~ ~ GRD W'lRE TO BE TRIMMED TO FH AND ATTACHED
TO GRD BAR -,-DC /FIBER LEGEND • EXOTHERMIC CONNECTION • MECHANICAL CONNECTION CGB COLLECTOR GROUND BAR 1.4GB MASTER GROUND BAR GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE
MADE BY EXOTHERMIC WELDS. EXOTHERMIC 'NELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED.
GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHAll BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES.
GROUND CONDUCTOR SHALL HAVE A MINIMUM 24 ~ BENDING RADIUS. '-----+ -GRD ""RE TO BE '--____ (ELJ2 AWG ,£V-~~~Al '---------t-"I FTRITI MAMNEDD TO ~I, ~i l ~ ~ ATTACHED 2. ALL EXOTHERMIC
WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WI TH (2) TWO COATS OF GALVITE ('MillE) PAINT. OR S'LV£RBRITE (ALUMINUM). #2 AWG~'---~------1
GROUNDING RISER DIAGRAM SCALE: NTS COAX jg AWII5!G __ -I~~r EXISTING 112 AWG CROUNDS TO EXISTING GROUND RING "Z o z 5 13 1 ~ ~ ~ I "z F ~ x w dl dl ~~ I TO GRD BAR ~"MBS GND BA~ -EXISTING
LOW'ER TOWER GROUND BAR 16 AWG COAX ..AJMPER AT BOTTOM OF TOWER 62 AWG 12 AWG _LI-d_ _~ -EXISTING 62 AWG GROUNDS TO EXISTING GROUND RING NEW BBU CABINET J. ALL ELECTRICAL &: MECHANICAL
GROUND CONNECTIONS SHALL HAV£ ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT
EXCEED 5-0HMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW: A. ONE (1) COPY TO OWNER REPRESENTATIVE B. ONE (1) copy TO ENGINEER C. ONE ( , ) COPY TO KEEP INSIDE
EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL 7. FOR ADDIllONAL GROUNDING NOTES SHEET EOI . a.
ALL ANTENNA MOUNT GROUNDS SHALL BE 62 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND 'MRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOliD BARE AS
REQUIRED. '0. ALL ABOV£ GROUND WIRES SHALL BE GREEN JACKETED. AlL GROUND 'MRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. PREPARED FOR: 960 WEST ELLIOT ROAD SUITE 116 G
ANO OESIGN SUPPORT SERVI(:£S !Ol llt ~wk"n Dri...: I' I-A:-;O. TX 15011 EXTENSION CORD DEOSALS26 105 1/2 E. ALKALI CREEK ROAD NEW CASTLE, CO 81 647 GARFIELD COUNTY GROUNDING DETAilS
E-4 -1 6-1 3 o
• NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND 'MRE DOWN TO ANlINNA GROUND BAR. 2. WEATHER PROOfING SHALL BE ANDREws. (TYPE &: PART NUMBER AS SUPPLIED
OR RECOO)'!ENOED BY CABLE MANUFACTURER.) CONNECTOR 'HEA THERPROOFlNG KIT (TYP.) SEE NOlI 2 CONTRACTOR TO VERIFY TH .... T THE GROUND BAR IS GROUNDED TO THE RRU TO ANlINNAS TOTAl or 6
UNES PER SECTOR IF THE SllI HAS BOTH 800 &: 1900 !f WEA THERPROOfT"C KIT (TYP.) ST.4.NDARD GROUND KIT (TYP.) (SEE DET/3 E-5) ANTENNA CABLE -IC----TO SHELlIR (TYP.) ~ANTENNA GROUND 16
AWG BAR, SIMILAR TO r--+l-1h.( ~~~~~7'B~OU:ETAR TOP or MONOPOLE. TOWER OR RING --------' TO'HER OR WAVEGUIDE LADDER. 1 TYP COAX GROUNDING SCALE: NTS ~ I!&JA ~ <$t ~ MLS> -""E..li> -=<...J!A
ANTENNA CABLE WEA THERPROOflNG KIT (SEE NOTE 3) -------' CABLE GROUND KIT ------' 16 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 &: 2) 12" TO 24" CONNECTION
OF CABLE GROUND KIT TO AN TENNA CABLE = 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUNO TYPE
KIT WITH TWO-HOLE LUG. J . WEATHER PROOfiNG SHALL INCORPORATE PPC 'HEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE US£D. 2 CABLE GROUNDING SCALE: NTS ~ ~ ~ mL..GI IlELOJ! .tl2£....Ya
~ , ~ ""'-'" ~g I IlC IlKfli 5 TYPICAL EXOTHERMIC WELD CONNECTIONS SCALE: NTS STRANDED CU WIRE WITH GREEN. 600\1. THHN/THWN INSULATION. '. \ SIZE AS SPEClnED ~ ON WAU.., -.....--~ROUND
LEADS TO EACH ON ANTENNA SECTOR GROUND BAR GROUND BAR flOOR OR TOWER COAX CA.B~~ ~ GROUND LEADS 0 00000 0 0 0 0 0 0 0 0 @0000 0 0 0 0 0 0 0 0 0 o "6 "6',"6 0 0 0 0 0 0 0 0 0 c-0 0 000
0 0 0 0 0 0 0 0 L---TWO-HOlE LUG. BOLlID TO GROUND BAR USING 3/8"-16 • 1 1/4"STAlM..ESS STEEL HEX HEAD ~, BOLTS AND HARDWARE. • GROUND BAA:S AT BOnOM EXOTHERMIC WELD WITH 12 AWG SOUl)
TINNED OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. BARE CU WIRE OR STRANDED CU WIRE WITH GREEN. 600v. THHN/THWN INSULATiON TO ANTENNA STRUCTURE. BUILDING. RING GROUND OR
101GB 0 0 0 0 0 0 0 0 7 TOWER MASTER GROUND BAR CONNECTIONS SCALE: NTS 0 0000 0 0000 0 0"6"66 0 0000 = ·PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 0 @-EXISTING
GROUND BAR ~.4 : CONNECTIONS "'""-INSPECTION 'MNDOW REQUIRED FOR AU INlIRIOR TWO-HOlE CONNECTORS HEAT SHRINK TO BE BLACK FOR OUTDOOR APPUCA TlONS AND C1.£AR FOR INDOOR APPUC .... nONS
3 TWO HOLE LUG SCALE: NTS RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600v, THHNfT'HWN INSULAnoN. SIZE AS SPECInEO GROUND BAR ON ANTENNA TOWER @0 TWO-HOLE LUG, BOllID TO GROUNO BAR USING
3/8· -16 )( I 1/4"sTAlNl.ESS STEfl HOC HEAD BOlTS AND KAAOWARE. 0 0 0 0 0 0 0 0 0 F L8 HOUSING '0' "CT'I<1. \ CONOUIT v reom " UOUID \"~ 2" UOUI "~ o wI TICK< " as n CK< ",mI<Y """".
CDNOUIT CASINEb ~~ """'0 CABINET ~ CABLES 1 84311 0 h. 0 ir CONNECT >IeR CS " lIQUID '0 CONDUIT TICK< C"",,"O ~~ ... ,"" ""'"" co I " 1 2' UOUID nGHT 2'RCS~ '\ ' ~PUNG '83711 >Ie DNOUIT
2' RGS DC-I e co",urr " ~2 uou" NEW~I~~ l~ j" ~~R:::3~ EXISTIN~~ -:-~ ~ RING '2 TINNED BCW RING (XOTHER)'!IC WELD oo.GRAIoIloIAnc LAYOIIT ONLY. t.lAY VARY. 4 CABINET GROUNDING SCHEMATIC
SCALE: NTS 1lllIL 12 TINNED GROUND FROM ANTE:NNA/RRU MOUNTING PIPE · PROVIDE NO-OX CREASE AT CONTACT SURFACf BETWEEN LUG AND GROUND BAR · CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO
THE TOWER OR RING. 0 0 0 0 0 0 0 0 0 0 0 0 HYBRID CABLE GROUND LEAD @EXISTING 4"x12")(1/4" THK .• TINNED GROUND BAA: &. CONNECTIONS. 6 SECTOR GROUND BAR CONNECTIONS SCALE: NTS PREPARED
FOR: REVISION DESCRIPTION 960 WEST, ELLIOT ROAD AND D"S IG H SUPP ORT S ""VlC " " ~Ol l l1 ~wk~ n I>fi\"~ I'LA:\O. n: 750H EXTENSION CORD DEOSALS26 105112 E. ALKALI CREEK ROAD NEW CASTLE,
CO 81647 GARFIELD COUNTY GROUNDING DETAILS E-5 3 o