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THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE
NETWORK VISION MMBS LAUNCH
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ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED
IN ACCORDANCE Wl1H THE CURRENT EDITIONS OF TNE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUCTED 70 PERM(T
WORK NOT CONFORMINC TO THESE CODES.
BUILDING/DWELLING CODE IBC 2012
STRUCTURAL CODE IBC 2012
MECHANICAL CODE IMC 2009
ELECTRICAL CODE NEC 2011
FIRE/LIFE SAFE71' CODE IFC 2009
ACCESSIBILIT( REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABlTA710N.
HANDICAPPED ACCESS REQUIREMENTS ARE NOT REOUIRED IN
ACCORDANCE WITH THE 2012 IBC 6UILDING CODE.
CODE BLOCK
SPRIIJr PROPOSES TO MODIFY AN EXISTING UNMANNED
TELECOMMUNICA710NS FACILf1Y
. REMOVE (3) EXISTING PANEL ANTENNAS (1 PER SECTOR)
• INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR)
• INSTALL (1) NEW DISH ANTENf�IA & COAX CABLES
• REMOVE (2) EQUIPMEN7 CABINETS
• INS7ALL (1) NEW MMBS CABINET
• REMOVE ALL EXISTING SPRNJT ANTENNA COAXIAL CABLES
• IN57ALL (3) NEW HYBRIFLEX FIBER OPTIC CABLES USING
EXISTING COAX ROUTE (1 PER SECTOR)
• INSTALL (6) NEW RRU'S
• REMOVE (1) EX. GPS ANTENNA/INSTALL (1) NEW GPS ANTENNA
. UPGR4DE POWER TO 200A SERVICE
PROJECT DESCRIPTION
APPR�VAL SIGNATURE DATE
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PROPERiY
OWNER
SPRIAT
REPRESINTATiVE
MV AUN4GER
SIGNATURE BLOCK
169 NORTH FRONTAGE ROAD
VAIL, CO 81657
EAGLE COUNTY
LATITUDE: 39.646169° (NAD 83) (PER PLAYBOOK)
LONGITUDE: -106.380355° (NAD 83) (PER PLAYBOOK)
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VICINITY MAP
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PAST THE ROUND ABDUT ON N. FRONTAGE RD. SITE IS ON RIGHT
HAND SIDE.
DRIVING DIRECTIONS
OTI�R: MONOLITH TOWER-137'f
COLGRADO MARKET
AI'PLlCANT:
GFNERAL t7YNAMtGS
WIRELESS SERVICES
5600 S. qUEBEC ST. SUITE 340C
GREENWOOD VILLAGE, CO 80111
OFFICE: (303) 357-1337
OWNER/L�1 NDL�,RD:
QWEST COMMUNICATIONS
(866) 862-4404
ZONING: GENERAL USE DISTRICT
CDNS7RUCTION 1YPE: V
OCCUPANCY: U
JURISDICTION: TOWN OF VAIL
USE: UNMANNED WIRELESS FACILITY
PARCELS: 2101-064-09-002
LEASE AREA 240 SQ FT
PROJECT SUMMARY
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A&E FIRM:
ATECS. LLC
16360 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
CONTACT: JEFF NOSEWORTHY
PHONE: (303) 325-5606
WWW.ATECS.COM
SITE ACQ. PROJECT MANAGER;
ATECS, LLC
16360 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
CONTACL• CHARUE AUGELLO
PHONE: (720) 236-9199
WWW.ATECS.COM
�ONSTRUCTION MANAGER:
GENERAL DYNAMICS WIRELESS SERVICES
5600 S. OUEBEC SL, SUITE 340C
GREENWOOD VILLAGE, CO 80111
CONTACT: ORY CONRAD
PHONE: (303) 357-1320
ORY.CONRAD�GDIT.COM
SITE ACO. REGIONAL MANAGER:
GENER4L DYNAMICS WIRELESS SERVICES
5600 S. QUEBEC ST., SUITE 340C
GREENWOOD VILLAGE, CD 80111
CONTACT: DAVID EVANS
PHONE: (303) 357-1321
DAVID.EVANS�GDIT.COM
AAV MANAGER
GENERAL DYNAMICS WIRELESS SERVICES
5600 S. OUEBEC ST., SUITE 340C
GREENWOOD VILLAGE, CO 80111
CONTACT: PRATf BRETHERS
PHONE: (303) 357—1337
PRATf.BRETHERS�GDI7.COM
RF ENGINEER
SAMSUNG TELECOMMUNICATIONS AMERICA, LLC
5600 S. QUEBEC ST., SUITE 2058
GREENWODD VILLAGE, CO 80111
CONTACT: RAM NANDIRAJU
PHONE: (303) 815-6467
R.NANDIRAJUOSTA.SAMSUNG.COM
PROJECT TEAM
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GENERAL DYNAMICS
WIRELESS SERVICES
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R_V DATE
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100R CONST
PRELJM CONST
REVISION
DESCRIPTION
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CONSTRUCTION
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16360 Table Mountain Parkway
Golden, CO 80403
P:303-993-3293
www.atecs.com
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ALl SCALES ARE SET FOR A SIZE"D"24"X36'SHEEi
PROlECT INFOR!.fATIOV
NE1N/ORK VIS�ON MMBS LAUN�H
US WEST TOWER
DN13XC415
169 NORTH FRONTAGE ROAD
VAIL, CO 81657
EAGLE COUNN
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SHEEi IITLE
TITLE PAGE,
VICINITY MAP
& GENERAL INFO.
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GENERAL CONSTRUCTION NOTES
1. ALL WORK SMALL CONFORM TO THE REWIREMENTS OF iFIE LOCAI BUIIDING CODE, iHE UTEST
EUI110N AND ALL OTHER APPIJCABLE CODES AND ORDINANCES.
2. CONTRACTOR SHALL CONS7RUCT SITE IN ACCORDANCE M7TH 7NESE DRANINGS AND SPRINT
INfEGRA1ED CONS7RUCTION STANDARDS fOR 1NRELESS SITES(UTEST RENSION). THE
SPEpFlCAT10N IS THE RULJNG DOCUMENT AND ANY DISCREPANqES BE7MEEN 7HE SPEqFlCA710N
AND 7HESE DRANiNCS SHWLD BE BRWGHT TO THE ATTENTION OF THE ENqNEER PRIOft TO
PROCEEDING WIiH CONS7F2UCTION.
3. CONTRACTOR SHALL N51T 7HE JOB SIIE AND SHALL FAMIUARIZE HIMSELF NiTH ALL CONDI71pNS
AFFECi1NG 7XE NEW WORK AND SHALL MAKE PROVISIONS AS TO 1HE COSi iHEREOF. FlELD
CONDI710N5 AND DIMENSIONS AND CONFlRMING 7MAT iHE WORK MAY BE ACCOMPLISIiED AS
SFIOWN PRIOR TO PROCEF�INC Mi1H CONS1TtUC710N. ANY DISCREPANCIES SHALL BE BROUCHT
TO 1HE ATTEN710N OF THE ENCINEFR PRIOR TO THE COMYENCEMENT OF WORK. NO
COMPENSAl10N VMLL BE AWARDED BASED ON CLAIM OF Up( OF KNONLEDCE DF FlEID
ca+wna�s.
4. PLANS ARE NDT TO BE SCALED. iHESE PLANS ARE INiENDED TO BE A DIAGRAMMA7IC OUlUNE
ONLY UNLESS O7HERWISE NOTED. 7HE WORK SMALL INCLUDE FlIRNISFIING NAIEPoAIS,
EWIPMENT AND APPURTFNANCES, AND UBOR NECESSARY TO EFFECT ALL INSTALUTIONS AS
INDICAIED ON THE DRAINNGS.
5. DIMENSIONS SHONN ARE TO FlNISH SURFACES UNLESS OiHERWISE NOTFD. SPAqNC BETNEEN
EWIPMEN7 IS REOUIRED CLEARANC£.7HEREFORE, IT IS CRITICAI 70 FlEID�£RIFY DIMENSIqJS,
SHWLD 7HERE BE ANY OVES110N5 RECARDING THE CON7RACT DOCUMENTS,EXISiING
CONq710NS AND/OR DESICH INiE1JT, THE CON7RACTOR SHALL BE RESPONSIBLE FOR OBTAINING
THE WORK.
6. DETAMS ARE IN1ENDm TO R10W DESIGN IN7ENT. MODIFlCA710NS 11AY BE REWIRED TO SUIT
JOB DIMENSIDNS OR CONDI110NS,AND SUCH NODIFlCATIONS SHALL BE INCLUDED AS PART OF
7HE wORK.
7. CONTRACTOR SHALL REC�VE CLARIFlCA710N IN WRITINC, AND SHALL RECEIVE IN MRITIHC
AUTFIORIZAiION TO PROCEED BEiORE STARTNC WORK ON ANY IIEMS NOT CLEARLY DEFlNED OR
IDENIIFlED BY THE CON7RACT DOCUNENIS.
8. CONTRACTOR SHALL SUPERNSE AND qRECT TIiE NORK USING hiE BEST CONS7RUCTION SKILLS
AND ATiENTION, CONTRACTOR SHALL BE SOLEIY RESPONSIBLE fOR CONSTRUCTION MEANS,
AIETHODS, TECHNIOUES, SECUENCES AND PROCF�URES AND FOR COORDINA7ING ALL PORTIONS
OF iHE WORK UNDER CON7RACT, UNLESS O7HERINSE NOiED.
B. CONIRACTOR SHALL BE RESPqJ51gLE FOR 7NE SAFEtt OF TME WORK AREIy ADJACENT AREAS
AND BVILDWO OCq1PAN7S THAT ARE L1KF1Y TO BE AF�ECTED BY THE WORK UNDER 1HIS
CON7ftACT. W�7RK SHALL CONFORAI TO ALL OSIiA REWIREAIENTS.
10. CONTRACTOR SMALL COORDINAIE HIS WORK 1NTH THE SUPEFiIN1ENDENT Of BUILDINGS d�
GRWNOS AND SCHEDUIE HIS ACi1N11E5 AND NORKING HWRS IN ACCORDANCE YN1H iFiE
REQUREUENTS.
11. CON1ItACTOR SNALL BE RESPONSIBLE FOR COORDINATIHC HIS NORK N1TH THE WORK OF OTHERS
AS IT IIAY RELATE TO RADIO EWIPIAENT, AH7FJdNAS AND ANY OTMER POR710NS OF THE MONK.
12. INSTALL ALL EWIPYENT AND MA7FRIALS IN ACCORDANCE WI7H MANUFAC7URER5
RECOMMENDAilONS UNLESS SPECIFlCALLY OTHERMASE INDICAIED OR N41ERE LOCAL CODES OR
REWUTIONS TAKE PRECEDENCE.
13. MAKE NECESSARY PROVISIONS TO PROTECT EXIS7ING SURFACES,EWIPAIENT,IMPROVE]IENTS,
PIPING ETC. M1D IMMFDIATELY REPAIR ANY DAMAGE THAT OCWRS DURING CONS7RUC110N.
14. IN DRIWNG HOLES INTO CONCRE'1E WHE1HQt FOR FASTENING OR ANCHORING PURPOSES, OR
PENETRA710NS THRWGH 1HE t700R Fqt CONWIT RUNS, PIPE RUNS ETC.. MUST BE CLEARLY
UNDERSTOOD THAT RONFORqNG STE0.SHALL NOT BE DRILLED INTO, CUT OR DAMAGm UNDER
ANY dRp1MSTANCES(UHLESS NOTED OTHERM7SE).LOCATIONS OF R�NFORpNG STEE7.ARE NOT
DEFlNIIFLY KN01k1 AND TFiEREFORE AIUST BE SEARCHm FOR BY APGROPPoATE METHODS AND
EWIPMENT.
15. REPAIR ALL EXI571NC WALL SURFACES DMIACED WRING CONSTRUCTION SUCH 1HAT iHEY
MATqi AND BLEND IN IN7N ADJACENT SURFACES
16. SEAL PENETRATIONS TMRWCH FlRE RAiEU AREAS M171i U.L L157ED AND FlRE CODE APPR04ID
AIA7ERIALS.
17. KEEP CONTRACT AREA CIEAN, NAZARD FREE, AND DISPOSE OF ML DNtT, DEBRIS, AND
RUBBISH. EUUIPMENT NOT SPEqFlED AS REMAINING ON THE PROF'ERTY OF 1FiE 01YNER SHALL
BE REMOVFD. LEAVE PREAAISES IN CIEAN CONqTION AND FAEE FROII PAINT SPOTS,DUST, OR
SIAUDGES OF/WY NANRE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS
UNiI�COMPLETION DF CONSIRUCTION.
iB. MINIMUM BEND RADIUS OF AN7ENNA CABLES SMALL BE IN ACCORDANCE NITH CABLE
AIANUFACNRERS RECOUMENDA710NS.
19. ALL E%IS71NG INACiIVE SENER, WAlER,GAS, ELECTRIC AND OTHER UTLIiIES, WFiICN INTERFERE
INTH 71iE EXECU710N OF 7HE NORK. SH/LL1 BE RE110VED AND/OR CAPPED, PLUGGED OR
0'fHERWISE qSCONTINUED AT PpN1S WHICN N1LL NOT INiERFERE YATH TNE D�p1TI0N OF 7}IE
MORK,SUB.ECT TO THE APPROVAL OF 1HE ENqNEER.
20. CONifiACTOR SHALL MINI4IZE qSNRBANC£TO EXiSTINC SIlE WRINC CONS7RUCilON. EROSION
CONTROL YEASURES, IF REWIRED DURINC CONSTRUC110N SHALL BE IN CONfORMANCE N1TH
JURISDIC710NAL OR STAlE AND LOCAL GUIDEIINES FOR EROS710N AND SEDIMENT CONTROL AND
COOROINA7ED IM7H LOCAL REGULATORY AUTMORIIIES
21. L1GHT SHADED LINES AND NOTES REPRESENT WORK PRENWSLY DONE. DARK SHADED LINES
AND NOTES REPRESENT THE SCOPE OF MORK FOR iHIS PRO ECT. CON1fiACTOR SHALL VERIFY IF
EXISTINC CON51FtUC710N IS COAIPLEIE. CONiRACTOR SHALL NOi1FY ENGINEER OF ANY EXISTING
CONDITIONS THAT DENAIE FROA1 THE DRAVNNGS PRIPOOR TO BEpNNINC CONSTRUCTION.
22 CONT2ACTOR SMALL SECURE ALL NECESSARY PERMITS AND/OR N7RING CER7IFlCATES REQIHRED
FOR iHE ELEC7RICAL SERVICE UPGRADE. IH AODITION, CONIRACTOR SHALL PROVIDE ALL
NECESSARY COORDINA710N AND SpiEDULING 1MiH TiE SERVING ELECTRICAL U71L1TY AND LOCAL
INSPECTION AUTHORITIES.
ELECTRICAL NOTES
7. ELECTRICAL CONIRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ElECTRICAL WORK INDICATED. ANY/ALL
CONSTRUCTION SHALL BE IN ACCORDANCE W/DRANINGS AND ANY/ALL APPt1CABLE SPEpFlCAiIONS. IF ANY
PROBLEUS ARE ENCWN7ERED BY COIAFLYING 1MTH 7HESE REWIRElAEN7S, CONTRACTOR SHALL NOTIFY
'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER 7HE DISCOVERY OF THE PROBLEMS, AND SMALL
NOT PROCEED WI7M IHAT POR710N OF WORK, UNT1L iME'CONSTRUCTION MANAGER' HAS DIREC7ED THE
CORRECTIVE ACTIONS TO BE TAKEN.
2. ELECTRICAL CONIRAC70R SHALL VISIT THE JOB SI7E AND FAMILIARIZE HIA15ElF N17ry qNY/ALL CONDI110N5
AFFEC7ING ELEC7RICAL AND COMAIUNICATION INSTALLATION AND AIAKE PROVISIONS AS TO THE COST
7HEREOF. ALL E%ISTING CONqTI0N5 OF ELECTRICAL EWIP., LlGNT FlX7VRE5� ETC., 1HAT ARE PART OF THE
FlNAL SYSiEIA, SHALL BE VERIFlED BY 7HE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO
COMPIY WIiH THIS PARAGRAPM N1LL M NO WAY RELIEVE CON7ftACTOR OF PERFORAIING ALL WORK
NECESSARY FOR A COMPLEiE AND WORKING SYS7EM.
3. ALL YqRK SHALL BE PERFDRMED IN ACCORDANCE 1M7H THE UlEST EDI710N OF iHE NEC AND ALL CODES
AND LOCAL ORDINANCES OF 7HE LOCAL PONER &TELEPHDNE COMPANIES HAVING JURISDIC710N AND SHALL
INCLUDED BUi NOT BE LJMITED T6
A, UL-- UNDERWRITERS UBORATORIES D. OSMA -- OCCUPATIONAL SAFETY AND HEAL7H ACT
B. NEC-- NAnONAL ELEC7RICAL COOE E. IBC-- IN7ERNA710NAL BUILDING CODE
C. NEUA -- NATIONAL ELEC7RICAL IAANUFACNRERS ASSOC. F. NFPA -- NATIONAL FlRE CODES
4. DO NOT SCIILE ELECTRICAL DRANINCS REFER TO SIiE PLANS AND ELEVA710NS FOR EXACT LOCAilONS OF
AlL EWIPMENT, AND CONFlRM MATH 'CONS7FiUCTION AIANAGER'ANY SIZES AND AND LOCATIONS WHEN
NEEDED.
5. E%IS71NG SERNCES: CONTRACTOR$HALL N0T IN7ERRUPT EXISTINC SERVICES 1NTHOUT WRITTEN PERMISSION
OF 7HE GDIT.
6. CONTAACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS M!D TESTNG. CONTRACTOR IS TO
OBTNN PiRMIiS AND APPROVED SUBMITTALS PPoOR TO 1HE MfORK BEGINNING OR ORDERINC EOUIPMENT.
7. 7HE TERM "PROVIDE'USEp IN CONSTRUCiION DOCUMENIS AND SPEqFlCATI0N5, INDICAiE$iHAT THE
CONTRACTOF2 SHALL FURNISH AND MSTALL
8. CONTRACTOR SHALL CONFlRM YA7H LOCAL UTIL1iY COMPANY ANY/ALL REWIREMENTS SUCH AS 7HE LUC
SIZE RE57RIC710N5,CqJDV1T ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWN7IME FOR 1NE OXNERS'
COfJFlRMA710N, ETC. ANY/ALL CONFLCTS SHALL BE BRWGHT TO 7ME ATfEN110N OF 1T1E CONS7RUCTION
MANAGER, PRIOR TO BEpNNING ANY NqRK.
9. MINIMUM MIRE SIZE SNALL BE /12 AWG, NOT MICIUDINC CONiROL NIPoNC, UNLESS NOTED DTHERNISE. ALL
CONDUCTORS SHALL BE COPPER N7TH 7HWN INSUU110N.
ID. WTLET 80XES SHI�L.L 8E PRESSED S7EEL IN DRY LOCAPDNS, CAST ALLOY Ni1H iHREADED HUBS IN
NET/DAMP LOCAlIONS AND SPEpAL ENCLOSURES FOR O1HER CLASSIFlm AREAS.
71. li IS NOT i}4E IN7ENT 0�7NESE PUNS TO SHOW EVERY MINOR DETAIL OF iHE CONSTRUCiIqJ.
CONTRACTOR IS E%PECTED TO FURNISH AND INSTALL ALL 17EMS FOR A COUPLETE ELECTRICAL SYSiEM AND
PRONDE ALL REOUIREMEHIS FOR THE EWIPMENT TO BE PUCED IN PROPER NORKINC ORDER.
12. ELECTRICAL SYS7EM SHALL BE AS CqAPLEiELY AND EfFECTIVELY GRWNDED. AS REWIRED BY
SPEqFlCATION, SET iORTH BY SPRINT.
1J, ALL WORK SHALL BE PERFORMED BY A UCENSED ELEC7RICAL CONTRACTOR IN A FlRST CLASS,
WVRK4ANUKE AIANNQ2. THE COMPLEIED SYS'IEId SHN1 BE FULL OPERATIVE AND SUB�CT TO RECUU70RY
INSPECTION AND APPROVAL BY CONSiRUC710N MANAGER.
74. ALL NURK SHALL BE COORDINATED NtTFI O7HER 1f2ADES TD AVOID IN7ERFERENCE N11H iHE PROGRESS OF
corrsrnucnoN.
15. CONiitACTOR SHALL WARANIEE ANV/ALL MAiERIALS AND WORK FREE FROM DEFECiS OR A PERIOD OF
NOT LE55 THAN TMfO YEARS FROM DAIE OF CUSTOIAER'S ACCEPTANCE
16. iNE CDltREC110N OF ANY DEFECTS SFIALI.BE COMPLETED NIiHWi ANY ADDI710NAL CHARCE AND SHALL
INCLUDE THE REPUCEMENT OF 7FIE REPAR OF AHV 07}iER PliASE OF TIiE INSTALLAiION,WHlqi MAY NAVE
BEEN DAIAAGED THEREIN WIIHIN 4B HWRS.
17. ADEQUATE AND REWIRED LIABIUTY INSURANCE SHALL BE PRONDED FOR PROTECTIdJ ACAINST PUBLIC LO55
AND ANY/ALL PROPERTY DAMAGE FOR 7HE DURAl10N OF YYORK.
1B. PRONDE ANO INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES,COVER PLATES AND DENCES FOR ALL
WTLETS AS INqCATED.
19. DITCHING AND BApC FlLL• CONiRACTOR SHALL PROVIDE FOR ALL UNDERCRWND INSTALLED CANDUIT
AND/OR CABIES INCIUqNG pCCAVATON AND BACKFlWNG AND COMPACTION. REFER TO NO7ES AND
REOUIRE]IENTS� D(CAVATION. AND BAq(FlWNG.
2D. MA7ERIALS,PRODUC75 AND EpJIPMENT, INCLUDING ALL CpAPONENTS TiFREOF,SHALL BE NEW AND SHALL
APPEAR ON 7HE LIST OF U.L APPROVED ITE11S AND SHALL MEET OR EXCEm THE REOVIREMENTS OF 7HE
NEC, NEMA AND IEEE.
21. CONIRACTOR SHALL SUB41T SHOP DRANINGS OR NANUFACNRES CATALOG INFORMATION OF MlY/ALL
lJqiTING FlXTURES. SM7TCHES AND ALL 07HER ELECTRICAL ITEIIS FOR APPROVAL BV THE CONSTRUCTION
MANACER PRIOR TO INSTALLATION.
22. ANY WT71NG OR PATpiING DEEAIED NECESSARY FOR E1.ECiRICAL WORK IS TNE ELEC71iICAL CONiRACTORS
RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORAIED TO TME SA7ISFACiION
OF THE'CONSIRUC110N MANACER' UPON FlNAL ACCEPTANCE.
23. 7HE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS IMTH ONLY TYPENRIT7EH DIRECTORIES. ALL
ElECTRICAL N7RING SHALL BE 1}1E RESPONSIBILITY OF THE EIECTRICAL CON7ftACTOR.
24. DISCONNECT SM1TqiES SHALL BE H.P. RAIED HEAVY-W7Y, WIpC-MAKE AND Wlq(-BREAK ENCLOSURES,
AS REWIRm 8Y D�OSURE TYPE.
Y5. ALL CONNECTIONS SXALL BE MADE INTH A PROIECiIVE COAiING AN71- %
OF AN 0 IDE COAIPWNO SUCH AS
'NO-OXIDE A'BY DEARBORNE CHEMICAL C0. COAT ALL N1RE SURFACES BEFORE CONNEC7ING. EXPOSED
COPPER SURFACES INLIUqNC CRWND BARS, SHALL BE TREA7ED - NO SUBSDIUTIDNS.
26. REACEWAYS: CONWIT SHALL BE SCNEDULE 40 PVC MEETINC OR EXC�INC NEMA TC2 - 79D0.
CON7fiACTOR SMALL PLUG AND CAP EACM END OF SPARE AND EMPTY CONDUI7S AND PROVIDE TWO
SEPARATE PULL SiRINGS- 2D0 LBS IEST POLYETHYLENE CORD. ALL CONWIT BENDS SHALL BE A MINIMUM
OF 2 FT. RADIUS. RGS CANWITS NMEN SPEpFlm, SHALL MEEf UL-6 FOR GALVANIZm STEEL ALL FlT7INGS
SHALL BE SUITABLE FOR USE 1N7H THREADED RIC,10 CONDUIT. COAT ALL 1HREADS N11N 'BR17E ZJNC'OR
'GOLD CALV.
27. SUPPpRT OF ALL ELEC7RICAL WORK SHALL BE AS REWIRED BY NEC.
2B. CONDUCTORS CONTRACTOR SHN1 USE 997G CONDUCTNTY COPPER NITH TYPE 1HWN INSUUTION. 600
VOIT, COLOR CODm. USE SOL1D CONWCTORS FOR MRE UP TO AND INCIUDING N0. B AWG. USE STRANDED
CONDUCTORS FOR N7RE ABO�£N0. B AWG.
2�. CONNECTORS�OR POWER CONWCTORS: CONiRACTOR SHALL USE PRESSIIRE?YPE INSUUTED TMST-ON
CONNECTORS FOR N0. 10 AWG AND SMALIFR. USE SOLDERLE55 4ECHANICAL IERMINAL LUGS FOR N0. B
AMG AND LARGER.
30. SERNCE: 2�0/12DV, SINpE PHASE, 3 WIRE CONNEC110NS AVNLABLE FROM UTILITY CqAPANY. ONMER OR
ONTlERS ACENT MALL APPLY FOR PONER.
31. IELEPHONE SERNCE CONTRACTOR SHALL PROVIDE EI/P7Y CONDUITS VMTH MULE TME AS INDICA7ED ON
DRAWINGS
32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPIIi.
33. CONTRACTOR SHMl PUCE TN�D LENG7HS OF WARNING TAPE AT A DEPTFi OF 12' BELOW GRWND AND
DIRECILV ABOVE ElEC1R1CAL AND 'fELCO SERVICE CONDUIIS. CAU110NS TAPE TO READ 'CAUTION BURIED
ELECTRIC' OR "BURIED 7ElECOM'.
74. ALL BOL15 SFIALL BE STAINLESS STEEL
ANTENNA & COAX NOTES
1. bERIFY EACN COA%IAL CABLE lENC1H, DIAMETER, RWTINC, COLOR CODING AND ALL qppURTENANCES 1N7H
GDIT.
2. THE MAXIMUM COAXIAL CABIE LENGTH AND CORRESPONDING CDAXIAI CABLE DIAMElER IS SFIONN ON SHEEf
A-4. TFIIS CABLE LENGiH IS TO BE USED FOR FABRICATION OR CONSiRUCiION. ACTUAL ANiENNA CABLE
LENGiH(S) MUST BE VIItIFIED. COAXIAL CABLE SHALL BE PRONDED BV GDIT.
3. ALL COAX CABtES SHALL UTIUZE GROUND KITS, GROUNDED AS Fq10N5:
0. NEAR ANTENNA RAD CEN7ER ELEVAi10N,
B. MIDDLE OF TOWER (MID-MEIGH OF ANTENNA), IF CABLE RUN IS OVER 200',
C. BOTTOM OF TOWER.
D. AT MASTER GROUND BAR 3'-0� FRqA MMBS-BBU CABINET
4. ALL TOP JUMPERS SHALL BE LENGTMS AS SHOWN AND IN57ALLED BY CON1FtACTOR. j � d-�p ri n t�
5. ALL CABLES SHALL BE CIX.OR CODED AS SHOY�N ON SHEET RF-1 AND IN ACCORDANCE MITH SPRINT .,
SPEqFlCAl10NS
6. BANpNG SHALL BE IN ACCORDANCE N1TH SHEET A-4,RF-1 AND AS Fq10M5:
A. MAIN LINE COLOR BANDS SHALL BE Y N1DE. MNNTANJ 1'SPAqNG BETN'EEN COLORS.
B. fREOUENCY COLOR BANDS SHALL BE 2" N7DE MITFi NO SPACE BE7NEEN COLORS
C. JUMPER COLOR BANDS SHALL BE 1"N7DE WITH 1� SPACE.
D. START CDLOR BANDS 2' BEYOND NEAIHERPROOFlNC.
E. START SEI.ECTOR COLOR NEXT 70 END CONNECTORS.
7. FlNAL CDAXIAL ANTENNA CABLE SIZES SHALL BE DETERNINED BY S�MSUNG RF ENpNEER. SEE ANTENNA
SCHEDULE SHEET A-4. BASED ON FlNAL CABLE RUN LENG7H5 DElERMINED BY GD.
B. SEE CONSTRUCiION MANACER FOR ANIENNA SUPPORT ASSEMBLY TYPE
9. ALL COAXIAL CABLE 1MLL BE SECURED TO THE DESlCNED SUPPORT S1ftUCTURE AT DISTANCES NOT TO EXCEED
3'OR THE CABLE AIANUFAClURES SPECIFlCA110NS WHICHE�ER IS LESS, M7H HMDWARE SPEqFlED IN 1HE
COAXIAL CABLE RWTING DETl�ILS OF iHE SUPPUED STRUCTUR�L REPOFtT.
10. PROVIDE AT LEAST 6'OF SLACK IN THE MNN COA%IAL CABLES AT 7HE AN7ENNA MOUNIING ELEVAl10N TO
PROVIDE FOR FUTURE CONNECTOR REPLACEMENT.
ANTENNA & HYBRID CABLE NOTES
i. VERIFY EACM HYBRID CABLE LENGTH, RW11NG, DIAMEIER, COLOR CODING AND ALL APPUR7ENANCES INiH GDIT
2. THE HYBRID CABLE AND DIA4ElER LENGIH IS SHONN ON A-4. E%CESS CABLE LENG7M5 TO BE DRESSED IN
A MANNER APPROVED BV GDIT. CABLES CANNOT BE CUT TO FlT.
S. HYBRID CABLE IN7ERNAL GRWND WIRE TO BE GRWNDED AT TOP AND BOTTOAI PER SAMUSUNG'S (SPRINn
SPEqFlCAilONS.
4. EXCESS TOP 15' HYBRID CABLE FlBER JUNPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT. CANNOT
BE CqLED, YUST BE SEWRm TO TOWER MWNTS..
5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-i &IN ACCORDANCE MATH SPPoNT
SPEpFlCATIONS.
6. BANDING SHALL BE IN ACCORDANCE YM7M SMEET A-4.RF-1.
A NAIN LINE COLOR BNIDS SHALL BE 2'1MDE. AIAINTAIN 1'SPAqNG BE7WEEH.
B. JUMPER COLOR BANDS SHALL BE t'WIDE YMiFI 1'SPACE
C. START COLOR BANDS 2' BffORE MAIN CABLE END.
7. FlNAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSIJNG RF ENqNEQt. SEE NYBRID CABLE SCHFAULE
SNEET RF-1,BASED ON FlNAL CABIE RUN LENGIHS DElERNINED BY GDIT.
B. AlL HVBPoD CABLE MALL BE SECURED TO THE DESIGNm SVPPOR7 SlRUC7URE AT DISTANCES NOT i0 EKCE�
3'MORIZONTALLY OR 4' VERIICALLY OR TME CABLE MMlUFACNRER'S SPEqFlCATONS WFIICHEVER IS LESS,
N1TH H�RDWARE SPEqF1E0 IN iME HYBRID CABLE RWTINC DETNLS OF 1ME SUPPLIED STRUCIURAL SUPPORT.
SITE WORK NOTES
1. DO NOT EXCAVATE OR DISNRB BEVOND 1HE PROPERTY IJNES OR LEASE UNES.UNLESS OTHERWISE NOTED.
2. DO NOT SCALE BUILDING DIMENSIONS FROA1 DRAIMNG.
3. SI$, LOCA110N AND TYPE OF ANY UNDERGRWND Ui1LI11E5 OR IMPROVEdENTS SHALL BE ACCURATELV NO7ED
AND PLACFD ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCMIlECT/ENqNEER AT
COUPLETION OF PROJECT.
4. ALL pOSiING U111JTIES, FApLIl1E5,CONDITIONS AND THEIR DIMFNSIONS SHOMN ON PLANS HAVE BEEN PLOTIED
FRO►1 AVAIUBLE RECORDS. iHE ENqNEER AND OWNER ASSUME NOT RESPONSIBILITY NHAISOEVER AS TO THE
SUFFlpENCY OR ACCURACY OF THE INFORIIATON SHDNN ON 7HE PLANS DR THE MANNER OF 1HEIR REMOVAL
OR ADJUSIMENT. CONIRACTOR SHALL BE RESPONSIBtE FOR DEiERMINING E%ACT LOCATION OF ALL EXISTING
UTILIilES AND FAqUiIES PRIOR TO START OF CONSTRUCTION- CONIRACTOR SNALL ALSO OBTAIN fROM EAqi
UTLIiY COIAPANY DETAILED INFORMAi10N RELAi1VE TO WORKING SCHEDULES M1D ME1Fi0D5 OF REMONNG OR
AD,USTING IXIS7ING U71l1TIES
5. CONTRACTOR SHALL �E.RIFI'AlL EXISTINC UTILITIES BOTN MORIZONTALLY AND VERIICALLY PRIOR TO START OF
CONSTRUC110N. ANY DISCREPANpES OR DOUB75 AS 70 THE IN7ERPRETA710N OF PLANS SMALL BE
IMMWUTELY REPORTED TO THE ARCM'IECT/ENpNEER FOR RESOlU710N AND M1S7RUCTON, AND NO NR7HER
NGRK SHALL�PERFORMm UNTL THE D15CREPANCY IS CHECKED AND CORREC7ID BV 7HE
ARCHI7ECT/ENqNEER. FNLURE TO SECURE SUCH INSTRUC710N MEANS CONTRACTOR WILL HAVE WORKm AT
HISMER ONTI RISK AND D(PENSE.
6. CONTRACTOR SHALL CALL LOCAL qGGER HOT UNE FOR UTIUTY lOCA710N5�8 HWRS PRIOR TO START OF
CONSTRUC710N.
7. ALL NEW AND E%ISTNG U11UTY SiRUCNRES ON SITE AND IN AREAS TO BE DISIURBEO BY CANSiRUCTON
SMALL BE ADJUS7ID TO FlNISM ELEVATIONS PRIDR TO FlNAL INSPECTION OF WORK.
8. GRADING OF 7HE SITE WORK AREA IS TO BE SMOOIH AND CONIINUWS IN SLOPE AND IS TO FEATHER INTO
EXISitNG GRADES AT iHE GRADING lJMI7S.
9. ALL 7EMPORARY FJ(CAVAl10N5 FOR THE INSTALLA710N OF FWNDATIONS, UTiLi71E5, ETC.,SHALL BE PROPERLY
WD BAqC OR BRACW IN ACCORDANCE N7TH CORRECi OCCUPATIOlIAL SAFETY AND NEALIM ADMIN157RAT10N
(OSHA) REQUIREMENiS.
10. SiRUC7URAl FlLLS SUPPOR7ING PAY�AENTS SHALL BE COIAPACTED TO 95x OF MA%IMUM STANDARD PRDCTOR
DRY DENSITf.
11. NEW GRADES NOT IN BUItDING AND DRI�EWAY IMPROVEAIENT AREA TO BE ACHIE�ED BY FlWNG YlITH
APPROVED CIEAN FlLL AND COMPACTED TO 95x OF STANDARU PROCTOR DENSIT7.
12. ALL FlLL SHALL BE PUCED IN UNIFORM L1FT5. 7HE L1FT5 7NICKNESS SHWLD NOT E%CEED 7HAT WHICH CAN
BE PROPFRLY COMPACiED iHRWCHOUT I1S ENTIRE DEP7H NITN TNE EWIPMENT AVAIUBLE.
13. ANY FlLLS PUCED ON EXISTNC SLOPES TMAT ARE STEEPER TMAN 70 NORIZONTAL TD 1 VERi1CAL StIALL BE
PROPERLY BENpiED INTO THE EXI571NG SLOPE AS DIRECTED BY A GEOIECHNICAL ENpNEER.
14. CONTRACTOR SHALL CLEAN EN71RE SITE DAILY AFTER CONSTRUC710N SUCN 7HAT NO PAPERS, TNRASH, NEEDS,
BRUSFi OR ANY OiHER DEPDSITS WILL RENAIN. ALL MAiERIALS COLLEC7ED DURINC CLEANINC OPERATONS
SFiAIL BE DISPOSED OF OFF-SITE BY 7HE GENERAL CONTRACTOR.
15. ALL TREES AND SHRUBS MFilqi ARE NOT IN DIRECT CONFlLICT 1MTH THE IMPROVEMENTS SFiAl1 BE PR�TECiED
8Y lHE GENERAL CONTRACTOR.
18. ALL SITE WORK SHALL BE CMEFULLY COORDINATED BY CENERAL CON7RACTOR NIiH LOCAL UTLJTY COMPANY,
TELEPHONE COAIPAY. AND ANY OTHER UTILITY COMPANIES NAVING JURISDIC110N OVER THIS IOCAi10N.
lIMSUN
GENERAL DYNAMICS
WIRELESS SERVICES
�
Q 11/18/13 100X CONST
Q 4/1/13 100R CONST
pQ 2/15/13 PRELIM CONST
REV. DATE REVISION
DESCRIPTION
ISSUEDFOR
CONSTRUCTION
16360 Table Mountain Parkway
Golden, CO 60403
P:303-993-3293
www.atecs.com
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PROJECT WFORMATION�.
NEIYJORK VISION MMBS LAUNGH
US WEST TOWER
DN13XC415
169 NORTH FROKfAGE ROAD
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DRAWNBY� CHECKED 6Y' APPROVED BY
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SHEET TITLE:
GENERAL NOTES
SHEETNUMBER
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FOUNDATION EXCAVATION AND BACKFILL NOTES
7. ALL FlNAL GRADED SLOPES SHALL BE A MA%IMUM OF 3 HORIZONTAL TO 7 VERTICAL
2 ALL EXCAVAT�CtiS PREPARED FOR RUCEMEN? OF CCWCRETE $NALL 8�A'UNDl5NR8£D SQ115.
$UBSTANIIALLY HpRiTOFiTA1 AN6 FREE FR4U ANY LQCSE, UNSi11TABLE UA?ERiAL Oft FRGZE4 $p15, AND
Ye1THCUT THE PRESENCE OF PWN�tN^v WAiER. GEWATERING FOR E%CESS CRq1ND WATER St1ALL BE
PR6NDED NftEN REQUtR£D. COtfPACT1CN Oi'SOIiS VNt7£R CONCRE7E PAD FOUNDATOHS SNALL N01 BE LESS
THAN 95x OF TNE MOWF7E0 PRQCt0E2 M�x�uu1A aRY QfNSitt i0R THE 54L IN ACCOROANC£ YATN ASTA
D1557.
3. CONCREiE iWNpA71QNS$NALL NOT BE pLAGED OFf QRCANIC OR UNSUITABIE MAiER1AL.IF INA9EQ4JATE
B£�tJ2wC CAP�GtY IS REACri�ED A7 THE DEStGnED EXC�v�TiON pEPTN, ME UriSATISF�CTORY SqC St+AiL BE
EXCAVATED TO ITS FUll. DEph! AND E7TNER 9£R£P�AC£D MI1H 1.<ECNANiCALLY COUPACTED GRA.`Wtiv�
MATER1+44 OR 1}1E EXCAYA710N SHA:L BE FlI,LED NiTH CbF7CRETE OF T}{f SAME TIPE SPECtFlED f'OR TM�
FWNDATION. CRUSNED STOHE MAY BE USEp TO STABILIZE THE BOTTOM OF T}1E EXCAVATION, ANY STONE
SUB BASE NAiEPoAI, IF USED, SHALL N0T SUBSTITIITE FOR REOUIRED THIqCNE55 OF CONCRElE
4. �V.1.E%CAVATION$ SHUy BE Ct£AH Of'UNSV�fABIE WATERIqL SUCH AS Y'cGETATI(ki, TRASt1, CEBRIS, AND
SO FOftTH PRtp4 TO BACi(FlLUNC. BACtt FlLL SNALL CONSIST Q' AFPRO�D►IA7ERiµS SUCN AS EARTH,
LOAY SANDY CtAY, SANQ AND CRA1rf1, OR SOFT SHA!£, FR£E FRCM C1,065 OR LARC£570NE5 OVER 2
1/2�4AX DIMENSIONS_ ALL BACK FiLL SHALL BE P�,A.(�p IH CONPACTEO UYERS.
D
5. ALL FlLL MATERIALS AND fOVNDATION BACK FlLL SHALL 8E PUCED AIAXIMUM 6' 1HIqC 11FT5 BEFORE
COMPAC71qJ. EACH LlFf SHALL BE NEIIED IF REWIRED AND COMPAC7ED TO NOT LESS 7HAN 95X OF THE
MODIFlED PROCTOR MAI(IMUM ORY DENSITY FOR SOIL IN ACCORDANCE MI1H AS7M DI557.
B. NENIY PUCED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BAqC FlWNG.
�. FlNISHED GRADING$HALL BE SLOPm 70 PRONDE POSIIIVE DRAINAGE AND PREV£NT STANDING WA7ER. THE
FlNAL(FlNISH)E1EVAl10N OF SUB FWNOAl10N5 SHALL$IOPE AWAY IH ALL DIRECT10N5 FROA1 7HE
CENTER. FlNISM d7ADE OF CONCREIE PADS SHALL BE A MAXIMUM OF�INCHES ABOVE FlNAL FlNISH GRADE
E1F,VATIONS. PRONDE SURFACE FlLL GRAVEl TO ESTABLISN SPEqFlm ELEVA71pJS M4iERE REWIRED.
& NEHIY GRADm$URFACE AREAS TO RECQVE GRAVEL SHALL BE COVERm N1TN CEOlEXTILE FABRIC TYPE:
TYPAR-3iQi A$4ANUFAC'NRfA BY'CANSIRUCTI4N MA7ERtAL 1-804-239-384f�OR AH JvoPROVED
EQUIVAI.ENT, $NOMN pN plANS,, iME CEOTEXtiI.E FA6RiC 5HALL BE BtACK IN COIOR 70 CON7ROL iNE
R£CVRRENCf OF VECETA7IVE GROWTH ANO E%TENO TQ`MTHIN 1 �DOT OUtStpE THE SiTE FENpNG OR
ELECTRICAI.CRWr+D�NG SYSTEY AERwETER nMICH EVER IS CREATER. ALL fA9RIC SM/�tL 9E CO�EREO WITH
A MINIMUM OF 4"DFFP COMPACTED STONE OR GRAVEl AS SPE4Flm. I.E FDOT lYPE No. 57 FOR FENCED
COAIPWND; fDOT IYPE No. 67 FOR ACC£SS DRIVE AREA.
9. �N AtL AR£AS TQ RECEIVE FlLL, RElAOYE ALL.�£CETATfON, TOPSO4l. DE8R15, WEf HND UNSA7ISFACTORY
SpL YAIEPoALS, OBSTRUCT10N5, AND OELEIERidiS A7ATERiµ$FROIA CROUND SURfACE.PLOW S7RIP OR
8R£�lf( UP SlOPEO SURFACES SiEEPER 7HAM 1 VER7iCAL TO�HORiZONTAL$UCF{THAT FlLL MA7ERIAL 1MLL
BIND YA7H IX1511NG/PREPARED SOIL SURFACE
70. M4iEN SUB CRADE OR PREPARED CROVND SURFACE HAS A DENSIlY LESS 1HAN THAT REWIRFD FOR 7NE
F�L MAIERI�L,$CAR[FY ME GRQUHD SURfAC£ TO DEP1H REWIRm, PULVERIZE, MqSNRE-CONDITION
ANp/OR AERATE TiE Sdi.S AN6 RE-COYPACT 10 7HE REWIRm DENSIT/PRIOR TO PUCEIAENT OF FlL1S
... 11. IN AREAS MHICH IXI511NG GRAVFI SURFAqNG IS REMOVED OR qSNRBm DUPoNG CONS7RUC110N
'� OPERA7FONS, REPLACE GRA4El$URFApNG TO MATCH ADJACENT GRAVEL SURFAqNG AND RES70Rm TO TFiE
� SANE 114qCHESS ANG COMPAC110N AS SPEqFlm. ALL RESTORED CRAVEL SURFACING SHALL BE FREE FROM
CESRRlJCA710N5 AN6 WAi/E5.
12 E70511NC p2AVE1 SURFApNG MAY BE EXCAVAIED SFPARATEiY ANO REUSED N11H THE CONqlION TiA1 ANY
UNFAVORA6LE AMOUNTS OF ORGANIC MATfER, OR OTIiER DELETERIWS MAIEPoALS ARE REMOVED PRIOR TO
REUSE. NRNISH ANY ApDI110NAL GRAVEL RESURFApNG YATERIAL AS NEEOED 70 PRONDE A FULL DFP7H
COMPAC7E0 SURFACE 7HRWGNWT SITE
13. CRAVEI SUB SURFACE S71ALL BE PRFPARED 7D REWIRED COMPACTION AND SUB GRADE ELEVAilONS
BEFORE GRAV£t.SURFApNG IS PUCED AND/OR RESTORED. ANY LOOSE OR DIS7URBED iJAIERIAIS SHALL BE
THORWGtiIY C{IAIPAC1fD AND ANV DEPRESSIONS IN THE SUB qtADE SHALL BE FlLLED AND COAIPACTED
1N7H APPI20VE6 SflEC1ED AIATERUL CRAVEL SURFACING MATERIAL SFiALL N07 BE USED FOR FlWNG
CEPRESS�ONS M THE Slt6 CRADE.
14. PROiECT D0571NG GRAVEL SURFAqNC AND SUB litADE IN AREAS XHERE EQUIPMENT LOADS N7LL OPERA7E.
I5. DANAGE TO EXISTING SiRUCNRES AND/OR U71L1TIES RESUL7ING FRq1 CONTRACTORS NEq.I(,'EilCE SHALL BE
REPAlRm AND/OR REf'UCED TO THE OWNFRS SAiISFACTION AT NO ADDITIONAI COST TO THE CON7IiACT.
18. ALL SUITABLE BORROW MA7ERIAL FOR BAq( FlLL OF THE SIlE SHALL BE INCWDED IN TXE &D. EXCESS
TOPSOIL AND UNSUIIABLE MATERIAL SHAI.1,BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY
GOVERNING AGENpES AT NO ADDITIONAL COST TO THE CON1RACT.
ENVIRONMENTAL NOTES
1. ALL NURK PERFORMm SHALL BE DONE IN ACCORDANCE N7TH ISSUm PERMITS. 7HE CONiRACTOR SHNl BE
RESPONSIBLE FOR PAYMENT OF FlNES AND PROPER p,EAN UP FOR AREAS IN VIOLA710N.
2. CdJTRACTOR AND/OR OEVFlOPER SHALL BE RESPONSI&E FOR CONSTRUC110N AND MAINTENANCE OF EROSION
AND SEDIMENTA710N CONTROIS WRING CONSIRUCTON FOR PROlEC110N OF ADJACENT PROPQtTIES,ROADWAYS
AND WATFRWAYS AND SHALL 6E MAINTAINm IN PUCE THRWGH FlNAL JURISDICTidlAl INSPECTON d
RE3FASE OF SITE.
3. CONIRACTOR SHALLINSTALL/CONS7RUCT ALL NECESSARV SEDIMEN7/SILT CONTRq.FENpNC AND PROTECIIVE
NEASURES NITHIN 1}iE IIANTS OF SIlE DIS7URBANCE PRIOR TO CONSTRUCTION.
4. NO SEDIMENT SHN.L BE ALLOWED TO EXIT lHE PROPERTY. iHE CONTRAC7DR IS REPSONIBLE FOR TAKING
ADEOVA7E MEASURES FOR CONiROWNC EROSION. ADDITIONAL SEpINENT CONIROL FENGNG NAY BE REWIRm
IN ANY/JiEAS SUB�CT TO EROSION.
5. iHE CON7RACTOR IS RESPONSIBLE FOR AIAINTAINMG POSI7IVE DRAINACE ON THE SIIE AT ALL 11AIES 1NTH SILT
AND EROSION CONTROL MEASURES MMNTNNED ON 7HE DOYRISIREAM SlDE OF SITE DRAINAGE ANV DAMAGE
TO ADJACEMT PROPERTY AS A RESULT OF EROSION WILL BE CORRECIED AT THE CqJTRACTORS FXi'ENSE.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTONS AND ANY RFPAIRS OF ALL SEDIAIENT CONTROL
MEASURES IHCLUDING SEDIMENT RENOVAL AS NECESSARY.
7. CLEARING OF�£GETA710N AND TREE REMOVAL SHALL BE ONLY AS PERAIITfED AND BE MF1.D TO A MINIMUM.
ONLY iREES NECESSARY FOR CONSTRUCiION OF THE FACILIIIES SHAIL BE REAIOVED.
B. SEEDINC SAND MULCHING AND/OR SODqNG OF THE SI1E YALL BE ACCOAIFLISHED AS SOON AS POSSIBLE
AFTFR COMPLETION OF THE PROJECT FAqlIl1E5 AFFECTINC L.WD DISNRBANCE.
9. CONTRAC70R SHALL PROVIDE ALL EROSION AND SED�MENTATION CONTROL MEASURES AS REpUIRm BY LOCAL
CWNTY AND STAlE CODES AND ORDINANCES TO PROlECT EMBANK4EN7S FRqA SqL LOSS AND TO PREVENT
ACWMULATiON OF SOIL AND SILT IN STREAMS AND DRAINAGE PA7HS LEANNG lHE CONSIRUCTION AREA. 1HI5
NAY INCLWE SUCH MEASURES AS SlLT FENCES, STRAW BALE SEDIMENT BARRIERS, AND piEq( DANS.
70. RIP RAP OF SIZES INDICATEO St#.�Il CONSIST OF CLEAN. HARD, SOUND, DURABLE,UNIFORAI IN WALI7Y STONE
FREE OF ANV DE1R»A£NT�V.WANTITY 0:SQFt, iRUBLE, 7HIN, ELONGATED OR UMINAlED PIECES,
DISINTECRATED MAlER1Al, ORGMIIC MATTER,p�, WCAll, OR 07HER DELE7ERIWS SUBSTANCES.
STRUCTURAL STEEL NOTES
1. ALL S7Efl WORK SHAII.BE IN ACCORDANCE NIiH 7HE UiEST EDI710N OF 1HE AISC MANUAL OF
S7EE1 CON57RUCilON. STEEL$EC'ilONS SHALL BE IN ACCORDANCE MATH AS71A AS INDICA7ED BELOW.
W-SHAPES: AST1d A992. 50 KSI
ANGLES, BARS CHANNEIS: A57A1 AJB, 36 KSI
HSS SEC710NS: A57M 500, 48 KSl
PIPE SECT10N5: ASiM A5�E, 35 KSI
2 ALL EXTERIOR EXPOSED 5iEEL AND HARDWARE SHALL BE MOT DIPPED GALVANIZED.
3. ALL WELDINC SHALL BE PERFORMED USINC E70%% ElEC1fi0DES AND NELDING SHALL CONFORII TO
AISC. WHERE FlLLET WEID SIZES ME NOT SHOWN, PRONDE 1HE MINIMUM SIZE PER TABLE J2,4 IN iNE
AISC 'MANUAL OF S7EEL CONSiRUC710!!'. PNNTED SURFACES SHALL BE 7WCHED UP.
4. NON-SNRCIITRAI CONNEC110N5 FOR SiEEL CRA7INC MAY USE 5/B"�ASTA A 307 BOL15 UNLESS
NOTED 0?HERXISE..
S. FlELD AiODIFlCAiIONS ME TO BE CDA7ED MAiH ZINC ENRICHED PAINT.
CONCRETE MASONRY NOTES
1. CONCRElE MASONRY UNITS SFIALL BE Mm1UM WEICHT UNI7S CONFORAIING TO ASTM C90,GRApE N-1,
(iM�1,500 PS). MEDIVAI N£IGHT(115 PCF').
2 40RTAR SHALL BE TYPE�5"(MINIAIUM 1,800 P51 AT 2B DAYS).
3. CROUT SHALL HAVE A MINIMUM COI/PRESSIVE SiRNGTM OF 3,000 P51 AT T9 DAYS
4. �U.L CELLS CONTNNINC RQNFORpNG STEEL OR EMBEDDED IIEMS AND ALL CELLS IN RETAININC WALLS
AND WAl1S BELOW p2ADE SHALL BE SOL1D CROV1Ep.
5. ALL MpRIZONTAL REINFORCEIAENT SHALL BE PLACm IN BOND BEAM OR 11NTE1 BEAM UNIiS.
6. MMEN GRW7ING IS STOPPm FOR ONE HWR OR LqJCER, HORIZONTAL CONSIRUC710N JOIN7S SHALL
BE FORMED BY STOP%NG TFIE GROUT PWR 1-1/2'BEIOW TOP OF THE UPPERMOST UNIT.
7. ALL BOND BEAM BLOqC SNAIl BE'DEEP CUT' UNI7S.
B. PRONDE INSPEC710N AND CIEAN-OUT MOlES AT BASE OF VERi1CAL CELLS HAVINC GRWT LIFIS IN
EXCESS OF 4'-D' OF HEIGHT.
9. ALL CROUT SHALL BE CONSOUDA7FD WI7N A MEqiANICAL VIBRATOR.
1D. CEAIENT SFi/LLl BE AS SPEqFlm FOR CONCRETE.
71. REINFORqNG BARS- SEE NOTES UNDER'STRUCNRAL CONCRETE NOTES' FOR REOUIREAIFNIS
12. PRONDE ONE BAR DIAAtETER(A MINIMUM OF 1/2') GRDUT BETWEEN MNN REINFORqNG AND MASONRY
UNITS.
13. LOW UFT CpJSTRUCTION, MAXI4UM GROUT PWR HOGNT IS 4 FEFf.
14. HICN LIFf GRWTED CONSTRUC710N MAY BE USED IN CONFORMANCE 1M7M PRO.ECT SPEqFlCATI0N5
AND SEC710N 2164,6.1 OF U.B.C.
15. ALL CELLS IN CONCREIE BLOq(S SHALL BE FlLLID SOLJD WI'M GRWT, E%CEPT AS NOTEED IN iHE
DRANINCS OR SPEqFlCA710NS
78. CELLS SHALL BE IN VQt71CAL ALICNMENT, DOWELS IN FOO7INGS SHALL BE SET TO AL1GN 1M1H CORES
CONTNNING RDNFORCING S1EEL
17. REFER 10 ARCHIIECTURAL DRAN7NGS FOR SURFACE AND HOqiT OF UNIiS, UNNG PAT'fFR AND JDINT
71?E.
1& SAND$F1ALL BE(XFlW, $ry/�Rp AND MELL GRADED, FREE FROM INJURIWS AMWNTS OF DUST, LUMPS,
SHALE, ALJCAU OR ORGANIC NATERIAL
79. BRIq(SHALL CONFORM TO AS7M C-62 AND SHALL BE GRADE MW OR BET7ER.
STRUCTURAL CONCRETE NOTES
1. ALL CONCREiE WORK SFIALL BE IN ACCORDANCE X7TN THE Ap 301-05, Aq 318-OS AND 7FIE
SPEqFlCAl10N FOR CAST-IN-PLACE CONCREiE
2. ALL CONCRETE SHALL MAVE A MINIIIUM COAIPRESSIVE S7ftENG7H fe'�3,000 PSI AT 28 DAYS UNLESS
NOTED 01HERINSE.
3. REINFORCING S1FEL SHALL CONFORM TO ASTI/ A 615, GRADE 60, DEFORMED VNLESS NO1ED
OTHERINSE,ME1..Dm N1RE FABRIC SHALL CONFORAI TO AST4 A 1B5 NELDED STEEL NIRE FABRIC
UNLESS NOiED OTHERNASE. SPLICES CLASS 'B' AND ALL HOqCS SHALL BE STANDARD UNLESS NOlED
O7HERNISE
4. TNE FIX10M1NG MINIMUM CONCRElE CAVER SHALL BE PROVIDm FOR RONFORqNG SlEQ UNLESS
SNONN O7NERYASE ON DRAIMNGS:
CONCREiE CAST AGAINST EARiH...............3 IN.
CONCRETE EXPOSED TO EARTH OR NEA7HER:
/8 AND LARGER...............2 IN.
/5 AND SMALI.ER k WNf...............1 1/2 IN.
CONCRETE NOT EJ�OSED TO EARTH DR WEA7NER OR NOT CAST AGAINST 1HE GROUND:
SLAB AND WALL..............3/4 IN.
BEAMS AND COLUMNS...............1 1/2 IN.
5. A 3/4' CMAAIFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCREIE U.N.D. IN ACCORDANCE
w+n+�a aoi sECnaa 4.z.4
6. NOLES TO RECEI�E E%PANSION/VIEDGE ANCNORS SH/J1 BE 1/B"LARGER IN DIAIAETFR TH/1N TNE
ANCHOR BOLT, DONEL OR ROD AND SHALL CONFORM TO MANUFACNRER'S RECORINENDAl10N FOR
EMBEDIAENT DEP7H OR AS SHOWN pJ TFiE DR�MINGS IOCATE AND AVqD CUT7ING EXISIING REBAR
WHEN DRIWNG HOIES IN ELEVA7ED CONCRE7E SUBS
7. USE AND INSTALLATION OF CONCREIE EXPANSION/WEpGE ANp10R, SHALL BE PER ICBO k
MANUFACNRER'S WRITTEN RECOMMENDED PROCmURES.
WEATHERPROOFING NOTES
STANDARD CONS7RUC110N SPEqFlCA110N5 FOR 1NRELESS S11E5
1.0 N£ATHERPROOFlNG CONNECTpRS AND GROUND KITS:
ti ALL CONNECTORS AND GROUND KITS SNALL BE WEA7HERPROOFED USING BUM RUBBER
NEATHERPROOFlNG AND TAPE. 7M15 INSTALLA?lON MUST BE DONE IN ACCORDANCE YATH iHE
AIANUFACNRER'S RECOMMENDATION OR AS SHONN ON TNE CONSTRUC710N DRAVANCS(WFIICNEVER IS
GREATER). IF NO DIREC710N IS PROVIDED, WEATHERPROOFlNG AIUST BE DONE PER 7HE FOLLOWINC
INSTRUCT10N5.
20 BUM RUBBFR TAPE INSTALLAl10N PROCEDURE:
1. REWIRED MAlERIAL• BUqC ELEC7RICAL TAPE-2 INCH YADE AND 811M RUBBER TAPE 2 TO 3 INCHES
MADE.
2 REWIRED TOOLS: KNIFE OR SGSSORS.
S7FP 1: 1NORWqiLY CLEAN AND DRY THE Sl1RfACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE
ALL GREASE AND DIR7, WRAP CONNECTOR/GRWND KIT 1MiH iWD LAYERS OF BUq( ELECiRICAL
TAPE-2 INqi MADTH OVERUPPING EACH ROW BY APPROXIAIAlELY 1/2 INCH. TiESE UYERS OF TAPE
AIUST BE XRAPPm 71GH7 ENWqi 50 TFiAT NO VqDS OR AIR PACKETS ARE PRESENT AND MUST
EXTEND ONE INCH PAST THE CpNNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED,
ONE IN EACH DIRECTION, 1M1H THE TOP r:OW SHINGLm TO PROM07E WA1EH RUNOFF.
S1EP 2: YAiAP CONNEC70R/GRWND KIT N17H ONE LAYFR OF BUM RUBBER TAPE(2 TO 3 INCHES
YADTH)OVER 1}iE BUp( ELEC7RICAL TME O�ERLAPPING EAGH ROW B7 APPROXIMAIFlY 1/2 INCH. 7HE
BUM RUBBER TAPE MUST IXTEND 2 TO 3 INCHES(THE TAPE 1MDTN) PAST THE ELECTRICAL TAPE
AND COME IN GO00 CONTACT MIIN THE UNDQiL11NG CABLE. ON CdJNECTORS, WHEN
N£ATiERPR00FlNG FROA1 1NE MNN t1NE TO THE JUMPER,BULD UP IHIS AREA 1MTH EX7RA BUM
RUBBER TAPE TO INSURE A SIAOOiH iRAN51ilON FREE OF VOIDS AND AIR PACKETS D01M1 TO 7HE
SNALLER DIAMETER CABIE.
STEP 3: Y1RAP CONNECTOR/GRWND KIT W17H 7W0 UYERS OF BLAqC ELECTRICAL TAPE 2 INCH N1DTH
O�ERUPPING EACH ROW BY t INqi. 7HESE UST TNO UYERS IIUST BE WRAPPED USING A SHINGLED
FFFECT. THE TOP LAYER SHALL BE NRAPPm 50 iHAT iHE ENDS ARE IN 7HE UPWARD DIRECTION
CREAi1NC A SHINGIED EFFECT WIiH iHE TAPE 50 WAIER M1LL BE REPELLED AND NOT ALLOWED TO
CIXIECT AND POOL THESE TOP UYERS OF ELECTRICAL TAPE MUST DCTEND 7W0 INp1ES(iHE TAPE
WID7H)PAST lHE BUM RUBBER TAPE ONTO 1HE UNDERLYING CABLE.
AlL UYERS OF TAPE SHALL BE MRAPPED SO THAT NO VqDS OR AIR PAqfE75 ARE PRESENT. 7HE
LAST NRAP OF TAPE S71ALL NOT BE PULLED OR SiRETCMED. ALL TAPE SHALL BE CUT M71H A SHARP
KNIPE OR SCISSORS.
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PROJECT MFORMATION:
NETVJORN VISION MMBS LAUNCH
US WEST TOWER
DN13XC415
169 NORTH FRONTAGE ROAD
VAIL, CO 87 657
E.4GLE COUNT/
DRAWNBY�. GHECHEOBV�. APPROVEDBY
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SHEET TITLE:
GENERAL NOTES
SHEETNUMBER
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1 IOVERALL SITE PLAN
SCALE:116"=1'-0"
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CONTRACTOR TO OBTAIN A STRUCTURAL ANALYSIS
AND SIGNED AND SEA�ED CONSTRUCTION
DRAWINGS PRIOR TO CONSTRUCTION.
. SPRINT EOUIPMENT ROOM
=E SHEET A2)
:X. NEXTEL EQUIPMENT ROOM
)NSIDE SHELTER)
X. GROUND EQUIPMENT (BY OTHERS)
SPRINT COAX (TO BE REMOVED)
NEXiEL ANTENNAS lYP. X6
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REVISION
REV DATE DESCRIPTION BY
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Golden, CO 80403
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NETWORK VISION MMBS L4UNCH
US WEST TOWER
DN13XC415
169 NORTH FRONTAGE ROAD
VAIL, CO 81657
EAGLE COUMY
DRANM 8V. CHECKEDBY'. APPROVED BY:
AD JN K5
SHEET 71iLE.
OVERALL
SITE PLAN
SHEET NUM6ER
;-EX. SPRINT ICE BRIDGE �;-NEW SPRINT HYBRIFLEX CABLE
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� EX. SPRIrfT COAX fr EX. SPRINT COAX (TO BE REMOVED)
, �'�--_.fp- fr•EX. SPRINT BATfERY CABINEf ` � i" ; EX. SPRINT BATfERY CABINEf (TO BE REMOVED) S p ri n t� „
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`" ;� �.��w �_``�, j � � 1,. °- r EX. SPRINT METER
t��` `� � e_ � �I---EX. SPRINT DISCONNECT � �� �`'�`0" ..�- EX. SPRINT DISCONNECT
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ISSUEDFOR.
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EX. NEXTEL EQUIPMENT RACKS=r ' EX. NEXTEL EQUIPMENT RAGKS tr �`�
INSIDE $HELTER ROOM ���--.,,, INSIDE SHELTER ROOM �'� i
TYP. .._...��' T(P, Y��'`���.r,
1 EXISTING EQUIPMENT PLAN 2 INTERIM EQUIPMENT PLAN 16360 Table Mountoin Parkway
SCALE:3f6"=1'-0" Golden, CO B0403
SCALE:3/8"='I'-0" P:3D3-993-3293
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NOTE:
1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS � ,
AND GROUNDING CONNECTIONS AS REQUIRED.
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Et� =.r � `-.. Nl£ _ 1 __,
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EX. NEXTEL EQUIPMENT RACKS � EQUIPMENT PLtiNS
INSIDE SHELTER ROOM ��-
TYP. µ "�",�'�'``�-.,
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3 FINAL EQUIPMENT PLAN � 3�8'`''-�'
SCALE:3lB"=1'-D"
C.L. E
�EIEV.
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ELEV
IEX. Fl�i
�ELEV. i
I 1 �SOUTHEAST INTERIM ELEVATION
SCALE;3t32"=1'-0"
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INSIDE
SHELTER
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,�C.L. BEfA ANTENNAS
EIEV. 125'-0" � j �
EX. VERIZON ANTENNAS"
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�ELEV. 96 0- f`"�
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EX. AND NEW SPRINT-�'" �� �
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(SEE SHEET A4)
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ANTENNA & COAX
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2 �SOUTHWEST INTERIM ELEVATION
SGALE:3132"`=1'•0"
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'ti ti�� � '��,k . INSIDE EX. TOWER \ ��� � �"����`' �,��.
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EX. SPRINT DUAL CDMA : �,,�i ��� j EX. SPRINT DUAL CDMA ANTENNA t` �I �� ~�°���: j� �Z�
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! (E) SECTOR "�"i" � �� J�� � � , r (E�N) SECTOR "G" " 1 �%-�NEW SPRIfJT HY@RIFLEX ��r
-�- --�—- � /!� `kk i�"� CA9LE
� � 270' AZIMUTH " � "C �' �
(270' AZIMUTH� �, �', �l � ) ��ti � �NfW SPRINT NV ,�
� i�< <<'� f �` ANTENNA ON NEW MOUNj.'
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UPPER LEVEL OF EX. ; ; � �1y �, NEW SPRINT NV ANTENNA ON NE`N , ,, �j (SEE DEf. 2/A7)
TOWER �/ � � � � y` MOUNT (SEE DEf. 2�A7) /� a��� � I 4, �� , �,r�EX, SPRINT DUAL CDMA ��
� 1 f� EX. SPRINT DUAL CDMA G
�` �`1 �� �j ° ��ANTENNA ����� � ��, � f ANTENNA (TO BE REMOVED�
LOWER LEVEL OF EX. 4�,� / � 0 ��` �i i', �!'; I
f TOWER `� 'i�, �r,� I if '1 r rl� O\c��,'1�y p�,��J � l � ,�''T'`�/ ,
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N` �m ��� 1 N` NEW SPRINT NV ANTENNA ON NEW-' ��� ��`.'��-.� r'�
Q�.Zi ! `^-
o� 1 `'�� t'� MOUNT (SEE DET. 2�A7) fr � � °
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c � ( ON UPPER LEVEL PLATF�RM C�'�
_ � �`,A �-EX. SPRINT DUA� CDMA ANTENNA
'�EX. SPRINT DUAL CDMA
ANTENNA im (TO BE REMOVED)
1 EXISTING ANTENNA PLAN 2 INTERIM ANTENNA PLAN
S CA LE:114"=1'-0"
SCALE:1l4"=1'A"
l� , � 800/1900 EQUIPMENT
SPRIN7 RRU'S A�OUNTEd ��'� � l�i � � C `' RRU % HYBRID CABLE SCHEDULE
�.
i `"�� u__ HYBRID CABLE HYBRID CABIE JUMPER SUMPER RET REi CABLE RET CABLE
(NSIDE EX. TOWER 1 �� �l `-y'-�'-z SECTOR RRU MODEL RRU FREQUENCY
+ �f �,y�` •� I �.. +� �„. � .. LENGTH DIAMETER SIZE LENGIH LENGTH MMIUFACTUREl� MODEL NUMBE
TYP. X4J �,` , � � y i��y ti;, AtPHA RRH—C2A Ac RRH—P 1)BOOMHz & (t}1400MH 2D0' 1.18' 1 2' 6� 6' COMMSCOPE iRET AISGv1J
J� � �%
UNUSED SPRINT PIPE MAST^t �j 41� � � � _t� ���.� BETA RRH—C2A & RRH—P 1}BOO�IHz & (1)1900MH 250' 1J8� 1/2' 9.6� 9.8� COMMSC�PE iRET AISGVI.1
7yp, � � � h6�. � E { ' GAAIMA RRH—C2A & RRH—P 1 900MNz Qc (1)1900MH 175' 1.06' t/2" 6' 6' COMMSCOPE iRET AISGv1.1
J 1 '�°-..,,,�-1.T��.�
/// � �+ "'0�., �" ` ANTENNA SCHEDULE
/ �`'�� �� �r _._ ANTENNA NTENNA ANTENNA ANiiNNA LECT T1L MECH i1L7
� � SECTOR ZIAiU RAD CTR. ANT. SIZE
� FREWENCY MFR. MODEL WANTITY B00 7900 800 79�p
�r � jtf��� �"� ALPHA 6 0 0%1900 MHZ K M W ET—X—TS-70-15-62-16—IR—R i (P E R S E C T OR) IOB' 11t'-0' 3.B�X17.8'X5.9 0' 0' 0'/0'
r' (N) SECTOR "G" � , �.:'-�-SPRINT HYBRIPl.EX - BETA B00/1960 MHz KMW ET—X—TS-70-15-62-18—IR—R 1 (PER SECTOR} 180' 125'-0' 3.8'Xi1.8'X5.9 —6'/-4' 0'/0'
r7J (270' AZIMUTH) ,� i ¢f� 1?` ��E GAMMA BOC/1900 MHz KMW ET—X-15-70-15-62-18—IR—R 1 (PER SECTOR) 270' 96'-0" 3.8�Xi1.8"X5.9 —5'/-3' 0'/0'
r
t �i, i �' ±�
(f'� � "� SPRINT NV ANTENNA /
SPRINT NV ANTENNA— �'—"'-"' `� � " ' � ' ��� � '` MICR�WAVE ANTENNA SCHEDUL.E
�ltt 1 ANTENNA ANTENNA AZIMUlH ANTENNA ANTENNA
rr ��� ' �'� �� �, MANUFACNRER MODEL T� �� t0 TARGET FREOUENCY POLARIN RAD CTR.
1j �O ON�J�l � �� � „� ',� 1,�r COMMSCOPE VH�PI-23 DN13XC417 240.35' 22300 HORIZONTAL 95'-0�
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UPPER IEVEL OF EX. � "' � ,� Z 'r *�� ' ' ' i' (�Og'•SECrOR S�CTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, AL�ZIMUTHS ARE TO BE ESTABUSHED CLOCKWISE FROM THE TRUE
TpWER _ �.Y ; ' � , � '42'lM�ha� FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD
,7. '�r� } ANTENNAS, NEW RRHs, & NEW CABINETS/TEMPORARY PLATFORM. CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION
SPRfNT OISH ANTENNA � . � ,,. • , ��'f� STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING
(5EE SHEE7 1AW-7) , � `t/ . SECTIONS, EXISTING TOWER AND TOWER FOUNDA�ION MUST BE
�r NOTE: ANALYZED BY A LICENSED SIRUCTURAL ENGINEER TO VERIFY TOWER
EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. IS CAPABLE OF SUPPOR�ING THE NEW LOADS. REFER TO STRUCTURAL
�.�, � � �{ k r ANALY515 BY OTHERS. CONTRACTOR SHALL REFER TO TOWER
NEW SPRINT NV ANTENNA mv �'' NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRHs WHICH SHALL BE STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF
o _ ` MOUNTED ON THE PIPE BEHIND THE ANTENNA M�DIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF
' �^ STRUCIURA� ENGINEER.
N c�'i �* FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA,
� o IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED
� � BEFORE RELOCATION OF ANTENNAS.
_ �
2' 0 4' B� 12'
3 FINAL ANTENNA PLAN
SCA LE:114"=1'-0"
scuE: ,/a-=,�-o-
Sprint� .
GENERAL DYNAMICS
WIRELESS SERVICES
�
�
Q 11/18/13 t00Z CONST JN
Q 4/1/13 100R CONST AD
U 2/15/13 PREIJM CONST AD
REVISION
REV DATE DESCRIPTION BY
ISSUED FOC 0 N STR U CTI 0 N
JirV�.7
16360 Toble Mountain Parkway
Golden, CO 80403
P:303-993-3293
www.atecs.com
���a� RE�C�,I�..
. o�v ,"��,��� if?��rh.
�J, � �(+��
+ •
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F`�S�4NAl`���\r
ALL SCALES ARE SE f FOR A SI2E"D"24"X36"SHEET
PROJECi INFORMATION.
NETWORK VISION MMBS LAUNCH
US WEST TOWER
DN13XC415
169 NORTH FRONTAGE ROAD
VAIL, CO 81657
EAGLE COUNTY
DRAWN�Y: CHECKED BV: APPROVED BY:
AD JN KS
SHEET TITLE
ANTENNA PLANS
& NOTES
SHEETNUMBER
�
GPS-TMR-HR-26NCM
;a' �`��, uNir
t.. ��1 MINIMUM OF 75z OR GPS
SfiBM BLOCK FOR UDA '<, ` GPS-TMG-LMNT 270' IN ANY OBSTRUCTlONS
6PS SURGE ARRESTOR , ANTENNA MOUNT E3ERECTVON MUST BE BELOW 15'
�1��_ ATTACHED TO
-. _ _ - _� ---- _. . � ` ,-� . � 1"m PIPE �
t � ° ' — ,.-:�'� , . t � ; a w �,'
_ � � �_ (;—� ..; ���� i oia, �scH ao)
�-
� ��__ �, � �� � � � -� �� i �' - ''" STAINLESS STEEL � � � �
' �; �� '�,t `'� ��OF GALV PIPE °
�' � _. __ _� _
Cs„�� � NOTES ~`-°'
� (,�.� f �
;iii * • , BATTERY �1 BATTERY
MUDROOM ,,,,; '� : � #'� 1. THE GPS AN7ENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1"0, SCN. 4D, GALVANIZED STEEL OF STAINLESS S'fEEL
I;i,i' ;i��� i PIPE. 'TFIE PIPE MUST NOT BE THREADED AT THE ANTENNA bAOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH
COMSEAL ��� Iiai�, G�I I�' RRH GAMMA AC/GROUND (MIN. OF 18", 8'-0" IF A40UN11NG TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOT}i AND
-MARKER:ROXTEC ` ;i�+��� �� PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED.
-P/N:COMSEAL 16/16 �,�---° -- - RRH BETA PORT LAYOUT DETAIL RRH ALPHA
___
! j '�'�`"�' 2. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITNIN 2 DEGREES OF VERTICAL AND THE BASE �F
-� - eNURCEn ro sHOw No�s ll-IE ANTENNA IS NATHIN 2' OF LEVEL.
� t�""'--UDA OR BH CABLE
%.�%>�>:,... :�
`'� 4=-::�."�- �""`�—GPS CABLE 3. DO NOT SWEEP TEST GPS ANTENNA
�������"1' MUDROOM DETAIL
�wtc�o ro snow No�s 4. ATTACH GPS MOUNTiNG PIPE TO NEW MMBS-BBU USING (4) 8MMx15MM SS BOLTS AND (4) 1" PIPE STRAPS. GPS TO BE
MOUN7ED A A�IN. OF 2'-0" ABOVE MMBS-BBU CABINET.
`�—__. _._.tir__ _ _._ _s�
NEw �� " � 2 GPS UNIT PIPE MOUNT 8� REQUIREMENTS
CABINET CAB!ET SCALE:NTS
2" L8 HOUSING INTO MUDROOM �� ��M� :�.
0
I_�__ 0 2" HEAVY WALL COUPLlNG M12 SifDT19 AI1CAOf I. -�-'t
o �
° ° 2" SEAL T1TE STRAIGHT � �I a
MUDROOM CONNECTOR � 88keffte 1 ,�
, �, i 2" SEAL TiTE FLEXIBLE R����� � f2RH-C2A MOtrntklg 4
I--' CONDUIT TO NEW � � ����" � � "�t' a���� ���
� t M12#nsldation Bush#�g
o --"�T EQUIPMENT "? r��' � � �
° M12 P18fle Weshe► e ,'� �
����Q� 2" SEAL TiTE STRAIGHT I .a ,..�
M,2 wa9her � � �
CONNECTOR � � ��►9
2" LIQUID T1GHT CONDUIT^�..�_� � � '=��� rt �� RRH-C2A
- , ,�
'�� FOR HYBRID CABLE P/N "'�I� TT y� � � `� �112 Hex.Bdt�`��`� � +� '; M x 25l
,
,_._ il..__--- 8
, _ ___ �436 j'r' __�� _�_. _.���._--; • "� HEX SOLT �
� � � M8 SPRfNG�
� '� � 2" HEAVY WALL CONDUIT t � � � , W�H��
f EQUtPMENt PAO `�COUPLING � EQiIlPMENT PAD `. � � a MS pIANE I
!._ __� -._. 2" SCH 80 PVC FROM � ~� _ . ___I -'- :{ WASNER
TELCO BOX INTO MUDROOM SIDE VIEW
REAR VIEW � IF MOUNTING TO EX. � RRH-C2A (
Y HEAVY WALL CONDUIT�'`'�'��__ FRAMED STUDDED WALL I MOUNIING I
- _�3 INSTALL UNISTRUf TO BRACKET
SPAN ACROSS 4 STUDS � _ _ TOP SLOT
& INSTALL BRACKEf TO
UNISTRUT
1 HYBRID AND TELCO LINE SUPPORT DETAILS 3 800 RRU WALL/UNISTRUT INSTALLATION DETAIL �- to--/1
SCALE:NTS
SCALE:NTS
RECTiFIER Rf- NTENNA ` 13�5" � � 9- f � 15.75" , POWER , �
� UADU T „ ��„ � ,� _ (-48 V) EXISTING WALL/UNISTRUT
N �_{�_m �� ' -���-'�t���J::�REf
4 • • � .��:e �L'� . �OP71G N� N r
SAMSU G
���^�� �` -:.� �•-- � _ �=�- ANT 0 MOUNTING o
5) CPRi CABIE '� ��"*�`' � "" ANT i � BRACKET AND J �
� i4P VIEW BOTTOM �1Ew ° `-
„} GROUND � o HARDWARE _ �
6) RET CABLE � t5•�5 � ow � 'f-' �
J �
4) POWER CABLE � ll FGND �_�� N � Z� � � �
MOUNTING i� � a �� � �
y .C�•�. TABS (TYP) ,� ``fi. ° 'k--'a w
, . __� i i :i� ' � a
J� If I � �'�i I ' I�• t ��� �' :� ,r,-�-�� .
FRONT VIEW SlDE V1EW ( j I ; � ,I F; �p
3 RRH-P4 GROUND ^-��� 7) RF CA9l.E i .7 " � It � � . � ''{;{ "-`J
CABLE FEEDER LINE GROUND CABLE I ,� � OPT1C PORT N ��� ���'� ! ��� j�i � I � I; n' I u1ALL
� �.:,... �.i i..3
(GROUND KIT/7/B IN FEEDER � II i
MGB • :•:+ LINE OR MORE) � _ =�ANTENNA PORTS ��±, I � (; ;' TOP VIEW LEFT SIDE VEW
TGB . . � � i;c---' � : �,
�� .::: :: '
1) MGB GROUND CABLE 2) TGB GROUND CABLE � ��TO�wnnrirz�r+%i ' POWER PORT I � �r � i !�_ ;
_ � ,,.
___. -... _ ' ---� � ._ -
TGB AND GROUND KIT ARE USED IN CASE � RET PORT �,- � _ 4
" OF THE 7/8 IN. FEEDER LINE OR MORE - ~BOTTOM VIEW GROUND FRONT VIEW SIDE VIEW
4 SAMSUNG MMBS WIRING DIAGRAM 5 1900 MHz RRU-P4 MECHANICAL SPECIFICATIONS 6 800 MHz RRU-C2A 7 1900 MHz RRU WALL MOUNT
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS
Sprint� .
GENERAL DYNAMICS
WIRELESS SERVICES
�
�
�
Q 11/18/13 t00x CONST JN
U 4/1/13 100x CONST AD
pQ 2/15/13 PRELIM CONST AD
REVISION
REV_ DAiE DESCRIPTION BY
ISSUED FOR:
CONSTRUCTION
I ir�IV
i&360 Table MouMain Porkwoy
Golden, CO 80403
P:303-993-3293
www.otecs.com
���`pD R��/S�F
v�, .�..c E.F.1�;�r .���•
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�ONAL�-
ALL SCALES ARE SET FOR A SIZE"D`24"X36'SHEET
rcJ�cCi F:F6'n'�i i6N.
NETWORK VISION MMBS LAUNGH
US WEST TOWER
DN13XC415
169 NORTH FRONTAGE ROAD
vw�, co e�ss�
�r,c� courirY
DRAWN BY: CHECKED BV: APPROVED BY
AD JN KS
SHEET TITLE.
EQUIPMENT
DEfAILS
SIIEET NUM9ER�
s�--"Z�` 'Lt-'j° `L�--�"
. __
; .�-.� --� i-----------�
3" A�IN, ;
�a iAlUC. I - . __. . _--- -
_ _---- � �
`�u �s�`N r�l��b sr Q � �.. � . . . . ,,'�
,,,,. �� � � � �i �
� �4 ' � OPEN DU ;
I
U E 0 LTE DU �
_. I ! ' n CDhw oU '
` I � � . 0 COidA DU �, �
PROPOSED �, � I � j i
I f�ATTERY pR�P4S�q � I 3 ;�, in
t RACK MA�BS EiAC}C f �v in ' ,
i • USFR SpACE • '
( �����
� 0 �
� R L.1�O��
1 { � � __
iV I �
� ._....__ J , i
MM�S RACi�t BATTERY RACK
, ___..—
�____ _._ --- , �
`_ _ _
-- - _____�— -
TYPICAL EQUIPMENT FLOOR PLAN 2 INDOOR RACKS T
SCALE:NTS
--__ --- �� _ _._.�_..,.--
. r . .. ...._.�. ..._..__ _.._�t���z .---_....,.,_. ._...�.... -- ..-- � ---�-� � — - .���8� �_.,_ __._._.��- � ����� �
�� � � �' �f�i �
i � i
� i . 2�—E3" �
� . � �
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R e ( (
o � `� I
� � ■ (
ip N � � . � N
p a o I � � i
a e o
0o c�r�� -..__ _ TOp Vt�W ° '
t �
� _ roP viEw
'� ^ �
'_, r �
2'...g�, �
F�( HEAq
SiOPF�1NG
Pt.ucs ��R V��W SIpE ViLW �RO�iT VIE1N '
f�R�N.�'U�E� s1�E VIEVII
MMBS MECHANICAL SPECIFICATIONS 4 BATTERY RACK
SCALE:NTS
Sprint� �
�
GENERAL DYNAMICS
WIRELESS SERVICES
0
�
Q 11/19/13 100X CONST JN
Q 4/1/13 t00R CONST AD
U 2/15/73 PRELJM CONST AD
REVISION
REV�. DA1E OESCRIPTION BY
ISSUEDFOR:
CONSTRUCTION
16360 Table Mountain Parkway
Golden, CO 80403
P:303-993-3293
www.atecs.com
'q��p� REGf,�� ,
��,,i , ���,�1�,l�,%••�i<,Cw ....
. C.J ;� ��•�
� :��$��14 -
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��,
�`�S�ONAL�-�
ALL SCALES ARE SET FOR A SIZE"D'2A"X36"SHEET
PROJEC7 INFORMATION:
NETWORK VISION MMBS LAUNCH
US WEST TOWER
DN13XC415
169 NORTH FRONTAGE ROAD
va�, co a�s5�
Enc� courrrr
DRA'AT16Y�. CHECKED B7: APPROVED BY
AD JN KS
s�=er nrLe
EQUIP ENT DETAILS
�INDOOR
SPECIFICATIONS)
- , �=-
EX. WALL
� S ri nt� .
p
MANUF.: KMW
w � MODEL: ET-X-TS-70-15&2-1&IR-RD �
� LENGTH 738" . ,, - �
WIDTH: 11.6"
� DEP7H: 5.9" /��-�%
WEIGHT: 41.91bs \� -� .> >�-ANDREW WAL� MOUNT
� P�� AREA: 60SF � �i�
�t �(�y ( (P�N MT-221)
I
�---� �'�� � �
,' �2.5' SCH 40 MOUNTING
;' P�PE ��EN�TH TBD) W� GENERAL DYNAMICS
(2) �' U-BOLTS WIRELESS SERVICES
J II
i �-(2) ANDREW �
�%t' HARDWARE KITS
I 'i (P/N MT-223H) Q
�
FROt�rr SioE � �' i � U 11/18/13 100R C�NST JN
', �', 0 4/�/i3 �ooR coNSr n�
i ;
pQ 2/15/13 PREUM CONST AD
REVISION
1 ANTENNA SPECIFICATIONS-80011900 MHz 2 ANTENNA MOUNT DETAIL 3 NOT USED 4 NOT USED REV oA� DESCRIPTION B"
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS ISSUEDFOR:
CONSTRUCTION
�z� ,irm �
2'-0" 'MDE "GRIP i �� � 3-7/2" C/C
STRUT PLANK" — ���� — J ���
f-.�-'� � U-BOLTS
I (COOPER B-I.INE �� L4x4x1�4 (TYP) ,� 1�ril`/
-
( P/N �+ sso7o �2} �/2' � � � ` aa
� ��._ _—� _-=
i/2"�b 80LT i_ _ 3-1 f2" C/C �^ 3_y�,�� 16360 Table Mountoin Parkway
� (i'fP) "` � U-90LT5 � W %L _ �v__r j Golden, CO 80403
1 � � OD GALV Z ( P:303-993-3293
� ;,�� + -- 3-1/2"� SCH � PIPE � No�s ,
(�} I�} � 80 PIPE j , (VALMONT Q � 1. NEW ANTFNNA TO BE Md1NiED TO 3'�(NOM)SCH ��[1�` `� A WWW.OtBCS.COR1
� --"�--=� �_-�`�`:. I � OR � � �0 flPE AIAST. CqJ'fRACTOR TO OERIFY PIPE NAST � � �I��`rwre+�`n+Yuo�a.+a �%
SIZE AND SCHEDULE AND UPGRADE IF REOUIRED. � l
���1.4x4x1�d � � � EQUIVALENT)o 0 2 �2oHOe atossov�Pu�KiT Br s��PRO� oR ��, , a�c�a�` �u: E `�
/ k{,,_,_�' PR
_..� — �.... ,_ _ __.. �. "" �_/ I I � 3. ANTENNk AND RRU CABLING TO�BE CONNECTED P ���.�. nw ro u i�a a�anoe�
2�_Q- CONNECTION DETAIL �Y SLQPE T W �DATA ShIEET,PRONDED BY RP ENqNEEft. �"�,,, i ��a�� ��
�. NEW RRU LOCATION AND BRAqCET PFR PLAN � �rt R �1 C/`���T .
MAX 4VERHANG Tp N I � �w � = cuMP �Tni� � �yu lr �
� 10'-d' MAX 10'-0' MAX DRAIN �M I R� -p �\,�,QQ�4R J�i�j�.�':�'���
( � , f � ( �u; �r,,
. .----_ ._.,,. . �� __ (`.t� � jjj�jjj���� � ' �..� �—NEW MWN71N6 HAROWARE �� �
-7 �--{�� e] � `J
� �.. ...... ..._. I�.��. I .., � M�� ; ANTENNA MWN7ING PIPE � a7
= . � `- SEE NO7E 1 ; � ,.,��� �j .+
��
� --_.._._ ...._..._ ..._ ......._____ �_.. � � ;. � I � NEW PANEL AN7ENNA �.! �- . I �.U�,�� .
': ��� �I• NESY PIPE MWNT HARDWARE. • �
2'-0" WIDE "GRIP L4x4xi/4� DRILLER PIER � 2•_p� j � I �`ON7RACTOR SHALL,USE � �'•.,.«,. .'"��C�
STRUT" (VALMONT PLAN FOUNDATION WITH (4) /j5 �ti �Wixir,w"�c,snNC�►�e.
OR EQUIVALENT) BARS & {J3 T1ES O 12 � SSt�N��-�"��_ �
\�
�^ "`��i NEW 4' STAINLESS STEEL � (
5 ICE BRIDGE DETAIL �;,�� c,��.�:tir€w��r �
���. pis�o-a at �w �toven
SCALE:NTS i E�����Z P� � ALLSCALESARESETFORASIZE'D'24'X3E'i SHEEi
�... BREAK«,T�N�n .
PROJEC7 MFORMATION
EQUIPMENT CABINET � NEW MYBRID BREAKWT UNIT. ' r NEiWORKVISIDNMMBSIAUNCH
dQ�$: �. CANTRACTOR SHALL MWNT �� ( US WEST TOWER
W HILTI KWIK BOLT-TZ 1. THE CONTRACTOR SHALL �xTM �W��Humwu�
m USE S.S. KB-TZ ACCURATELY LOCATE ALL EXISTiNG '� ' To EwsnHC ��M�. (Trr ov �
= Q FOR OUTDOOR �.,�� P� ��T�> � y,,''' ` DN13XC415
w r I' REINFORCING BY X-RAY OR -- j
APPLICATION EQUIVALENT METHODS. NO REBAR OR N�',uMP�t To�w�HN� (TYp) ' NEW JUMPER TO RRU (TP) 169 NORTH FRONTAGE ROAD
'� NEW HYBRID FREWENCY CABIE � - VAIL, CO S�BSi
�' ; lENDONS SHALL BE CUT. ALL EAGLE COUNTY
v> EXiST1NG CONCRETE EXPENSES RELATED TO REPAIR OR I�x`� I"'
•� �PAQ /,� NEW HYBRID FANWT CABLE
_._a. � _ .��:. e„ , _ _ CUT REBAR OR TENDONS SHALL BE !1_! FR011 NEW RF CABINET(TYP ow�wt�ar. cHecKeoer nraROVeoer
� �� . , ENTIRELY AT THE EXPENSE OF THE � t�i PER SECTOR)SUPP O R T
' ii, •� , CONTRACTOR. NEW ���, 8Y HqSiING GRIP EVERY 200' AD JN KS
` " 2. SPECIAL INSPECTION IS RE4UIRED isoo su�oRr r+rsRio c�e� vnniiN
� i� � �' ' .. , ,� � . SHEETTITLE:
. • , , � FOR (HILTI KWIK BOLT-TZ PER RRU �z� OF BREAKOUT UNIT
' " -"� — ' ESR-1917) CONCRETE EXPANSION i � EQUIPMENT
ANp10R SCMEDULE ANCHORS AGAINST SEISMIC. '�t��..��/ NEW RRV MWN7ING HARDWARE DEfAILS
ear�i� Hp.E DIA `E' EAIBEDMENI 3. INSTALLATION OF WEDGE ANCHORS ` ��� �
3 B' 3 8' 2' IN MASONRY IS NOT ALLOWED. � �
i�Z• i�2• 3• 4. VERIFY WITH CABINET
5/e' S e' 3 t(8' MANUFACTURER FOR MOUNTING HOLE sHeerNUMeea
3/4' 3/4' 3 a/+' LOCATIONS.
5 CABINET ANCHOR DETAIL 7 TYPICAL ANTENNA DETAI� 8 NOT USED
SCALE:NTS SCALE:NTS SCALE:NTS
,
N.T.S.
(4)PAR
NYBRID AND JUMPER CABLES COLOR CODING 2 HYBRID CABLE TYPE
N.T.S.
oPPErt—\ �_��� � aT�w�wt�.rKn I '� i or..�„�a[�ars,on ��WM�
I
ro�u
(e)Fle�c�s-
(4)PANt CDPVfN—
I
TO CA
(e)neEx
NOTE:
1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2' COLORED TAPE OR STENCIL
TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC.
2. TNE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2"
FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BEiWEEN
EACH RING.
3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE
COLOR CODE� TABLE ABOVE FOR THE RESPECTIVE SECTOR.
4. INDIVIDUAL POWER PAIRS AND FIBER CABIES SHALL 9E LABELEO W17H BOTH THE HIBRID CABLE
COLOR FOR THE RESPECiiVE SECTOR AND A FREOUENCY CC}L4R CQ6E IN ACCORDANCE W1TH THE
'FRE4UENCY COLdR CQQ€ FOR PAIRS AND F19ER CABIES OF HYBRIQ CABLE` TABLE ABflVE.
5. A 2' CAP SHALL SEPARATE THE HYBRID CABLE COIOR CODE FROM THE FREQUENCY COLOR CODE.
6. THE 2" COL6R RINGS FOR 7HE FREOUENCY COD"c SHAIL BE PLACED NEX7 TO EACH OTHER WITH
NO SPACES.
7. THE 2" COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 71MES AROUND THE HYBRID
CABLE OR INDIVIDUAL CAB�ES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCAl10N AS MUCH
AS POSSIBLE.
8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE.
3 HYBRID CABLE COLOR SCHEME DETAIL
�
tc+e�aa caaa coo€iu�
(SfE TMBLE FCR dETNI)
2"TAPE i1R5T tM0 Y iARE SECONp qiNC
FAEOUE?ICY COI.OR C00[ � FRCCUE)K1'GOLOtt COOE
Z'SPACE fAtW btD -� �T RlNC� � ZSECONO NN6 � 2•T1iRD RfN4
���AK-W1� Y i1�
RIt1�$ d.+PifAl IY efdy /�w` L�UMIICyt N RfOry
rx�aerrcr caars cooe r�
(9E TABLE FOR DETNL)
NO SPACE BE'fNEF]a CABIE
�ROVND
:71ME5
R CODE TAPE
�OR DETAL)
MYBRID CABLE TO CI91Nt�
Y TAPE:lt5i MMG 1'S9ACE Y TAPE SEf•ONO ANl4 f'5C+1C€ 2'iM£iMMtk R�Y3 Z'SP'AC£BETYEEt1 tI i'f.WE�i1RST iLNC Y TWE SECpiO it�HI Y SPACE FRO4 FND Y TAP£RiHC 1'SFAGE Y i.�PE NYiC t'SPACE Y TME P�16
Nti9tb0 Cd.QR COOE ( � � �rnuwu��a.+a0 � br M'tw�[rw rrc�9 � ��� I f%IXANCY Cq.OR OO6E /REWENCY CQLGR Ct7dE I (OF 9REAft-WT Ct1R�ER fYtST RMC � ItlMGS V� s�l 1 RMiiLS f P+�.a'�r+ d'+aRJ
I
N.T.S.
./:: • t. 1•� -----_•._-_
cooe w
TAIL)
a/�•sv�ce sf�'r,w�
�v+o�auwcr ���
COLOR CODE
3/4'TAPE
MUtO RWG
CABIE i J/4'TAPE
I r mtie¢ rr�ar�cr caae
cmc
1 RRU CONNECTOR ❑ ---��sxv�Y�---- -1 FROM AMENNA
:ouno
n�6
CODE TAPE
(s�r�Forz oer�ui)
MYBRIO CABLE TO CABINET
� Z _ 1G--;1
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NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
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1 Vi111 Ut Yl3iL,�•
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B13-0536
Project #: PRJ13-0256
Job Address: 165 N FRONTAGE RD W VAIL Applied.....: 12/02/2013
Location......: US WEST BUILDING (AKA SPRINT/NEXTEL/QWES Issued. . . : 12/24/2013
Parcel No....: 210106409002
OWNER US WEST COMMUNICATIONS INC 12/02/2013
6300 S SYRACUSE WAY STE 700N
ENGLEWOOD, CO
80111
CONTRACTOR MC SQUARED HOLDINGS LLC 12/24/2013 Phone: 303-993-3293
DANIEL MCVAUGH/JONATHAN KINGSOLVER
16360 TABLE MOUNTAIN PKWY
GOLDEN
CO 80403
License: C000003765
APPLICANT US WEST COMMUNICATIONS INC 12/02/2013
6300 S SYRACUSE WAY STE 700N
ENGLEWOOD, CO
80111
Description:
REPLACEMENT OF ANTENNAS AND EQUIPMENT TO EXISTING UNMANNED
TELECOMMUNICATIONS FACILITY.
Occupancy: B Type Construction: Valuation: $18,500.00
....«....�..........«.........................�................................,. FEE SUMMARY .x.,..,....._..,,......,.......x..,.........................,...,..,....._......
Building Permit-----------> $307.25 Bldg Plan Check----------> $199.71 Use Tax Fee-----------------------> $170.00
Electrical Permit---------> $258.75 Elec Plan Check-----------> $168.19 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $280.00 Mech Plan Check---------> $70.00 Additional Fees--------------------> ($506.96)
Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $10.00
TOTAL PERMIT FEES--------------> $956.94
Payments-------------------------------> $956.94
BALANCE DUE------------------------> $0.00
........................................................,.,.x,..,.,..,,.,,.,,.....,...........,...,...,.,,.,....,...,,...,....,.,..,.......,.,...,.,.............,.....................
DECLARATIONS
I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and
other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149
OR AT OUR OFFICE FROM 8:00 AM -4:00 PM.
combination permit_012811
^ �
�
���tf3 ��i+,.. 1
#��Nhi1'trtrw tr�,F#'Yr#'wYrYrhhYekYehhrthtrfril'�,F#trtrtrMY(+fYr*Ye�RYr*+Yrtrk'k4'RRAM*�RiR*�*4**f 1�1rAt`t(***1�*1`*rt�k#1`f rt�k�k�klnFtf*f%'iPf�A'#Yl#ff f 4f Y'ffrYrfr�khrt#i4*f 4f ttwkf ir**f/r�f fFrtrtMYrkf'kYeYeY'YY`rtY`iFfrtrM�R�kix�il4f trirff ffY`i1"kY'YrYrrtYrRh*fixk4fr**
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: B13-0536 Address: 165 N FRONTAGE RD W VAIL
Owner: US WEST COMMUNICATIONS INC Location: US WEST
BUILDING (AKA SPRINT/NEXTEL/QWES
.........................................�..,,....,.............�...........,,,...,,,........,......................,,......,..........,.......,,,...,.,,....,�....,.....,........,,,
combination permit_012811
�
l
�O�UN OF Y� .
********************************************�*�*********�*.*�*.*.***...***�****.**w*,.,,**,***��*�*,..*,*******.************************,****�****,**
REQUIRED INSPECTIONS AND STATUSES
Permit#: B13-0536 Address: 165 N FRONTAGE RD W VAIL
Owner: US WEST COMMUNICATIONS INC Location: US
WEST BUILDING (AKA SPRINT/NEXTEL/QWES
**„***,.,,,,««„««*****«****,.************�.***�*.**********,..*,.***„*******�**,�****************.,«**«*********«*****.,***«******.********,.**«***„*««***«««**
Item: 00120 ELEC-Rough
Item: 00130 ELEC-Conduit
Item: 00200 MECH-Rough
Item: 00190 ELEC-Final
Item: 00390 MECH-Final
Item: 00542 PLAN-FINAL
Item: 00090 BLDG-Final
combination permit_012811
Department of Community Development
75 South Frontage Road
TOWN OF VAIE � va�i, co s�ss�
Tel: 970-479-2128
www.vailgov.com
Development Review Coordinator
BUILDING PERMIT APPLICATION
(Separate applications are required for alarm &sprinkler)
Project Street Address: Project#: '����3 —���U
C�_ i� . ���1�� , �"'" DRB#: �i-(-�1��a( �
(Number) (Street) (Suite#) /
Building/Complex Name:_Uj w��5� Gd�Vt,�yv�, ��'�'� Building Permit#: �� � —���K�.
Contractor Information Lot#: Block# Subdivision:
Business Name: r�(^ �U�'P�-C'�
Business Address: (l��j(() '�1'�� �'-� r��-'�/ Work Class: New(�) Addition(�) Alteration(�
City �`� �-�� State:�Zip: ��� C� Type of Building:
Single-Family(Q) Duplex(Oj Multi-Family(�)
Contact Name:
Commercial (�Other(Q)
Contact Phone: ����C�j`"��"j c�—�� t
Contact E-Mail: g�IQ-�P�l��C�"CG`�r�U'����"T`�'S' Work Type: Interior(� Exterior(Q Both(�
��� � .
I hereby acknowledge that I have read this application,filled out Valuation of
in full the information required,completed an accurate plot plan, Work Included Plans Included Work
and state that all the information as required is correct. I agree to Electrical (�es (�No (QYes (�lo � Oc;
comply with the information and plot plan,to comply with all Town
ordinances and state laws, and to build this structure according to Mechanical �s �1No �Yes (�rvo 5�6
the town's zoning and subdivision codes, design review ap-
proved, International Building and Residential Codes and other Plumbing �Yes �No �Yes (�No
ordina es of he Town ppli ble thereto.
, Building (�Yes �No �Yes �No
X �P `��`"� � Value of all work being performed: $ 1����� �
, Owner/O er's Repres e Signature(Required) (value based on IBC Section 109.3 81RC Section 108.3�
Electrical Square Footage
Applicant Information Detailed Scope and Location of Work:
Applicant Name: r�v� S�� l {� �� � _ p
' I- `��� O�Gv���tnVb-� UV`�
Applicant Phone: �(J� - � 0 3 J��d� �� fy�- � � 'i5
Applicant E-Mail:�Srn���'C��C�-�-f-�h'v��°��!/�► ��y���C�,�-� .
�
Project Information �����
Owner Name:
Parcel#: i��G � - ��i� - �J�OC'��
(For Parcel#,contact Eagle County Assessors Office at(970328-8640 or visit
www.eag lecou nty.usl pati e)
(use additional sheet if necessary)
For Office Use Only: Date Received:
Fee Paid:
Received From:
Cash Check #
CC: Visa/MC Last 4 CC# exp date:
Auth #
2013-Feb Ol
�� �� �Qv t�vt � �"1 r-�
��t� c�c I � � 13�C L� l S ''
Department of Community Development
75 South Frontage Road
TOWN OF VAIL va�i, co s�ss�
Tel: 970-479-2128
www.vailgov.com
Development Review Coordinator
BUILDING PERMIT APPLICATION ,
(Separate applications are required for alarm &sprinkler)
Project Street Addre : Project#: ��� �c.�— ��S�Q
� N • �l�`1�i �00.G� DRB#: D[Z�7 ��JO2��
(Number) (Street) (Suite#) �S'
BuildinglComplex Name: Ul7 WQST (.,�,WI�Vw Building Permit#: �� � �� ���,Q
Contractor Information Lot#: Block# Subdivision:
Business Name: t�QiV1 eilrq,� �y(/�.Gl.V1/�,1 L S
Business Address: Sb00 5. ���eC, ,�-, Work Class: New(�) Addition (Q) Alteration (��
City ����11��� ��1���1.. tate: L� Zip: ��� � � Type of Building:
�j � Single-Family(0) Duplex(�j Multi-Family(Q)
Contact Name:�YZ�i(,�,1� �,V'fT1i'1 Commercial (�Other(Q)
Contact Phone: C���� 3�'J 1 — T$�C g
Contact E-Mail: ���� 1✓a������ �0� Work Type: Interior(�j Exterior(� Both(�
I hereby acknowledge that I have read this application,filled out Valuation of
in full the information required,completed an accurate plot plan, Work Included Plans Included Work
and state that all the information as required is correct. I agree to Electrical (�es �No (QYes (ONo ��
comply with the information and plot plan,to comply with all Town
ordinances and state laws, and to build this structure according to Mechanical (�Yes �No QYes (�No ���
the town's zoning and subdivision codes, design review ap-
proved,Internationa uilding and Residential Codes and other Plumbing �Yes QjNo �Yes �No
or � ance e wn applicable thereto.
Building (OYes QNo �Yes �No
X Value of all work being performed: $��� S��• V�
Owner/Owner' epresentative Signature(Required) (value based on IBC Section 109.3&IRC Section 108.3�
Electrical Square Footage
Applicant Information , Detailed Scope and Location of Work:
Applicant Name: �GtW�I SfM.I� �P�(�l(,{,(�/1,�,{/�,-�- 11t- �f/�,-�-�Vt,ylGl.S al,�
Applicant Phone: 30� �O 7 ` 3�'�'� V Q (�,� yY�Zy�- -1�+ e ` co-�-f
Applicant E-MaiL �SYKl-1-h e�e�,�,✓f�v��.sa��. yi�►'�. "�'��� (�y�Wl(ILUl�1 C�61.'4'1 dYl.J . L1 6l'�"�
`�� J ,
Projectlnformation ��N�
Owner Name:
Parcel#: Z-�D I ^ �(p�-�' � � ! 0 Q � Z.
(For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visit
www.eag lecou nty.uslpatie)
(use additional sheet if necessary)
For Office Use Only: � � � �
Fee Paid: Date Rece �
Received From: `�\'
Cash Check # ��� 2� 7p��
CC: Visa/ MC Last 4 CC# exp date: ��6�
Auth # TOWN OF A `'
2013-Feb 01
. � ''
,, '
SSC
July 23, 2013
Attn: Sprint
General Dynamics Wireless Services
c/o Mr. Steve Warner
Atecs, LLC
16360 Table Mountain Parkway
Golden, CO 80403
Re: Site Name: US West Comm Tower
Site Number: DN13XC415
Site Address: 169 N Frontage Road, Vail, CO 81657
Structure: Existing Building
Dear Mr. Warner,
As requested, SSC has reviewed documents regarding the subject site in order to
assess its structural capability to support the proposed antenna loadings.
Documents reviewed include a Century Link Space/Power Application dated January
17, 2013, construction documents from Rogers Nagel Langhart Architects dated
March 8, 1971, and Rev 1 construction drawings by Atecs dated April 1, 2013.
The proposed Sprint antenna loading consists of the following:
• Elevation 125': (1) KMW ET-X-TS-70-15-62-18-iR-RD (74" x 12" x 6", 41#)
antenna mounted on a pipe mount attached to the side of the building
corresponding to an azimuth of 180 degrees.
• Elevation 111': (1) KMW ET-X-TS-70-15-62-18-iR-RD (74" x 12" x 6", 41#)
antenna mounted on a pipe mount attached to the side of the building
corresponding to an azimuth of 108 degrees.
• Elevation 96': (1) KMW ET-X-TS-70-15-62-18-iR-RD (74" x 12" x 6", 41#)
antenna mounted on a pipe mount attached to the side of the building
corresponding to an azimuth of 270 degrees.
• Elevation 95': (1) Commscope VHLP1-23 (0.79 ft2, 14#) antenna mounted
on a pipe mount attached to the side of the building corresponding to an
azimuth of 240 degrees.
9900 WEST 109TH STREET,SUITE 300 ��9�3.�138-I;OD
OVERLAND PARK,KANSAS 66210 f 913.438.7777
ssG uS_CQr7M
The ro osed antennas and RRHs are to be mounted on new i e mounts that are I
p p , PP
attached to the side of the building. The weight of the antennas and additional
equipment will be insignificant when compared to the gravity loads carried by the
building. The proposed antennas and additional equipment are within the projected
surface area of the building walls therefore the antennas and additional equipment
will not produce significant additional wind load to the structure.
Assuming that the existing structure is built per all applicable codes and adequately
supports the existing loads it is the opinion of SSC that the existing structure will be
adequate to support the proposed Sprint installation.
Thanks, and please feel free to contact us if you require further information.
Sincerely,
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Michael L. Owens, P.E. �„� :v� �;a
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