HomeMy WebLinkAboutB15-0420 plans approved 2.5 EQUIPMENT DEPLOYMENT j�
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DN13XC415
169 NORTH FRONTAGE ROAD
VAI L, CO 81657
� EAGLE COUNTY
� a LATITUDE: 39.646103°
TM LONGITUDE: -106.358842°
Know what's belOW. CONCRETE TOWER� 128'
C1II before you dig. COLORADO MARKET
CODE AREA MAP PROJECT SUMMARY SHEET INDEX
SITE INFORMATION: SHEET DESCRIPTION
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED SITE NAME: US WEST TOWER T� TITLE SHEET
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING SITE �: DN13XC415 SP1 SPRINT SPECIFICATONS
CODES AS ADOPTED BY THE LOCAL COVERNINC AUTHORI71E5.
NOTHING IN 7HESE PlANS IS TO BE CONSTRUCTED TO PERMIT SI7E ADORESS: 169 NORTH FRONTAGE ROAD SP2 SPRINT SPECIFICATONS
WORK NOT CONFORMING TO THESE CODES. CITY, STATE & ZIP: VAIL, CO 81657 5P3 SPECIAL INSPECTION INSTRUCTIONS
COUNTY: FAGLE q� OVERALL SITE PLAN
BUILDING/DWELUNG CODE IBC ZO�P I SITE LOCaT10N
S7RUCTURAL CODE iec Zo�z PROPERTY�TOWER OWNER: az SITE Puuv
MECHANICAL CODE IMC 2009 COMPANY: CENTURYLINK A3 EX. & NEW EQUIPMENT PLANS
ELECTRICAL CODE NEC 2011 CONTACT: KIM JENSEN A4 EX. & NEW ANTENNA PLANS, ANTENNA & RRU SPECS
FIRE/UFE SAFETY COOE IFC 2009 ADDRESS: A5 ELEVATIONS
ACCESSIBILITY REQUIREMENTS: L A6 EQUIPMENT DETAILS
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. PHONE: (970) 401-1491 A7 RFDS
HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN �� A8 COLOR CODING
ACCORDANCE WITH THE 2012 IBC BUILDING CODE. SPRINT CONSTRUCTION MANAGER �CM�: qg EQUIPMENT DETAILS
C�MPANY: SPRINT E� EXISTING AC & DC POWER DISTRIBUTION
CaNTACT: BRANDON WHINERY
EMAIL: BRANOON.WHINERY�SPRIN7.COM EZ GROUNDING DETAIIS
PHONE: (303) 505-5750
PROJECT DESCRIPTION VICINITY MAP sPRINT PROJECT MANAGER:
COMPANY: SPRINT
CONTACL• DANIELE L. HUXTABLE
SPRINT PROPOSES TO MOOIFY AN EXISTING UNMANNED EMAIL: DANIELE.HUXTABLEOSPRINT.COM
TELECOMMUNICATIONS FACILI7Y s�re�ecaT�en PHONE: (720) 420-6915
• INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) SITE ACQ. PROJECT MANAGER:
• INSTALL (3) NEW RRU'S (1 PER SECTOR) COMPANY: CENTERLINE SOLUTIONS, LLC
• INSTALL (3) NEW FIBER JUNCTION CYLINDERS (1 PER SECTOR) CONTACT: AMANDA BERNARD
• INSTALL (3) NEW POWER JUNCTION CYLINDERS (1 PER SECTOR) EMAIL: ABERNARDOCENTERLINESOLUTIONS.COM
• INSTALL (1) NEW BBU KIT IN EXISTING MMBS CABINET PHONE: (404) 304-3066 �� L ��'
A&E FIRM:
COMPANY: CENTERLINE SO1U710N5, LLC
� �: �,�„ , CONTACL• JEFF NOSEWORTHY
;; � EMAII: JEFFN�CENTERIINESOLUTIONS.COM
PHONE: (303) 993-3293 X 414
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SIGNATURE BLOCK DRIVING DIRECTIONS PROJECT TEAM
APPROVAL SIGNATURE DATE FROM INTERSECTION OF I—ZS & I-70:
SITE ACQ. MGR WB 1-70 TO EXIT 176 � �
SITE IS VISIBLE ON THE RIGHT S r i n t �C E N T E R L I N E
CONSTRUCTION MG �
�, SOLUTIONS
AdcE MGR Advancing Wireless Nehvorlcs
6100 SPWNT PARKWAY 16360 TABLE MOUNTAIN PARKWAY
PLANNING C�NS.
OVERLAN�PARK KS 56251 Golden,CO 50403
TEL:(913)624-6000 303-993-3293
RF MGR WWW.CENTERLINESOLUTIONS.COM
RF ENGINEER
PROPERTY OWNER
PREPAREU
S ri nt� �
p
6100 SPWNT PARKWAY
OVERLAND PARK,KS 66251
(�
Q 11/30/15 REV CONST
Q 10/7/15 FlNAL CONST
Qj 4/28/15 t00X CONST
Q 4/28/15 90X CONST
REV. �ATE REYISION
DESCRIPTION
ISSUED FOR
CONSTRUCTION
PREPAftED
�CENTERLINE
SOLUTIONS
Advancing Wire(ess Nehvoiks
16360 TABLE MOUNTAIN PARKWAY
Golden,CO 80403
303-993-3293
W W W.CENTERLI N ESOLUTIO NS.COM
11/30/2015
ALL SCALES AFtE SE7 FOR A SRE"D"24"X.'.5"SFIEET
Pf:OJECT INfORMATION:
US WEST TOWER
DN13XC415
169 N. FRONTAGE RD
va�, co a�ss�
EAGLE COUNTY
DRAN!N BY: CHECKED BY: APPF:OVED BY:
ML JN KS
SHEET TITLE:
TITLE SHEET
SHEETNUMBER
,
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RE(�U{RED SPECIAL 1NSPECTtC1NS:
S7�EL G(�I�[STFtUCitON(fi�C TAELE 17U4.3):
kEC�'U VERIFICATION&INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD
1.MATERIAL VERIFICATION OF HIGHSTRENGTH BOLTS,
NUTS AND WASHEP.S:
A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM APPLICABLE ASTM MATERIAL
.� j STANDARD SPECIFIED IN THE APPROVED X SPECIFICATIONS:AISC 360,
CONSTRUCTION DOCUMENTS. SECTION A3.3
B.MANUFAGTURER'S CERTIFICATE OF COMPLIANCE X _
REQUIRE�,
2.INSPEC710N OF HIGH-STP.ENGTH BOLTING: X
,� A.BEARINGTYPE CONNECTIONS. X
AISC 360,SECTION M2.5
B,SLIP-CRITICAL CONNECTIONS. X
3.MATERIAL VERIFICATION OF STRUCTURAL STEEL
A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM
STANDARDSSPECIFIEDINTHEAPPROVED - -
CONSTRUCTION DOCUMENTS. ASTM A6 OP.ASTM A568
B.MANUFACTURER'S CERTIFICATED MILL TEST _ _
REPORTS.
4.INSPECTION OF FIELD\NELDING: - -
A.STRUCTURALSTEEL - -
1.COMPLETE AND PARTIAL PENETRATION X _
GROOVE WELDS.
2.MULTI-PASS FILLET WELDS X AWS D1.1
3.SINGLE-PA55 FILLET WELDS>5/s'• X -
4.SINGLE-PASS FILLET WELDS<OR=%fi'. - X
5.FLOORAND P.00F DECK WELDS. - X AWS D1.3
CONGRETE C{?F€S'E'F�iJCZ[C.FM(L6C'fA6LE 17A4 4�
REQ'D VERIFICATION 81NSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD
7!1.INSPECTION OF REWFOP.CING STEEL INCLUDING _ �( ACI 318:3.5.7.1-7J
PRESTRESSING TENDONS AND PLACEMENT.
2.INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR
TO AND DUP.ING PLACEMENT OF CONCRETE WHERE -
ALLOWABLE LOADS HAVE BEEN INCREASED.
3.VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 3'18:4,5.2-5.4
4.AT THE TIME FRESH CONCRETE IS SAMPLED TO ASTM C172
FA6P.ICATE SFECIMENS FOR STRENGTH TESTS.PERFOP.M X _ ASTM C31
SLUMP AND AIR CONTENT TESTS,AND DETERMINE THE ACI 318:5.6,5.8
TEMPEP.ATURE OF THE CONCRETE.
5.INSPECTION OF CONCP.ETE AND SHOTCRETE PLACEMENT X _ ACI 318:5.9,5.10
FOR PROPER APPLICATION TECHNIQUES.
6.INSPEGTION FOR MAINTENANCE OF SPECIFIED CURING _ �( ACI 318:5.11-5.13
TEMPERATUP.E AND TECHNIQUES.
7.INSPECT FORMWORK FOR SHAPE.LOCATION AND _ �( ACI 318:6.1.1
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
:8.CONCP.ETE BP.EAK TESTS FOP.7-DAY AND 28-DAY N/A
SAMPLES.
SoIL5 tC6C TABi.�17[fA:�)
REQ'D VERIFICATION&INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD
1.VEP.IFY MA7EP.IALS BELOW FOOTINGS AP.E ADEQUATE TO _ X _
ACHIEVE THE DESIGN BEARING CAPACITY.
2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH _ X _
.::i:.�.:':AND HAVE REACHED PROPER MATEP.IAL.
3.PERFORM CLASSIFICATION AND TESTING OF _ X _
CONTP.OLLEO FILL MATERIALS.
4.VEP.IFY USE OF PROPEP.MATERIALS,DENSITIES AND LIFT
THICKNESS�UP.ING PLACEMENT AND COMPACTION OF X - -
CONTP.OLLED FILL.
5.PP.IOR PLACEMENT OF CONTROLLED FILL,OBSEP.VE
SUBGRADE AND VERIFI'THAT SI?E HAS BEEN PREPARED - X -
PROPERLY.
�FE&IAL INS£'ECTION CdORC�INR7tON:
� SPECIAL INSP�GTIONS APPLIC4BLE TO CONCRETE GONSTRUCTION ARE ONLY REQUIRED FORTOWER FOUNDATION.SPECIAL
WSPECTIONS AP.E NOT P.EQUIP,ED FOP.CMU WALL FOUNDATIONS,SHELTEP.FOUNDATIONS OR GENEP.ATOP.PAD FOUNDATIONS.
MASONRY SPECIAL NOTES:
LEVEL 1 REQUIR�D VERI'FtGATIi)N ANb INSP��71t)N'Q�MASONRY CQNSTRUC'i10N (IEC 7A�L�'17U4.5,1):
FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA
REQ'D VERIFICATION AND INSPECTION TMS 402/ACI TMS 602/ACI
CONTINUOUS FERIODIC IBC SECTION 530/ASCE Sa 530.1/ASCE 6a
!1 1.COMPLIANCE WITH REQUIRED INSPECTION
PROVISIONS OF THE CONSTRUCTION _ X _ _
DOCUMENTS ANQ THE APPROVED SUBMITTALS ART.1.5
<�: SHALL BE VEP.IFIED.
'�. '�. 2.VERIFICATION OF fn AND fqq� PP.IOP.TO
CONSTRUCTION EXCEPT WHEP.E - X - - ART.1.4B
? SPECIFICALLY EXEMPTED BY THIS CODE.
i 3.VEP.IFICATION OF SLUMP FLOW AND V51 AS
�:;DELIVERED TO THE SITE FOR �( - - - ART.1.56.1.b.3
s!!SELF-CONSOLIC7ATING GP.OUT.
"<4.AS MASONRY CONSTP.UCTION BEGINS,THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:
A.PP.OPOP.TIONS OF SITE-PP.EPARED X ART.2.6A
MORTAR.
B.CONSTRUCTION OF MORTAR JOINTS. - X - - AP.T.3.36
C.LOCATION OF P.EINFORCEMENT,
CONNECTORS,PRESTRESSING TENDONS - X - - AP.T.3.4,3.6A
AND ANCHOP.AGES.
5.DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY:
A.SIZE AND LOCATION OF STP.UCTURAL X ART.3.3F
_....r.;' ELEMENTS. - - -
f" B.TYPE,SIZE AND LOCATION OF
ANCHOP.S,INCLUDING OTHER DETAILS OF SEC.1.2.2(e),
ANCHORAGE OF MASONRY TO - X - 1.16.1
STRUCTUP.AL MEMBERS,FRAMES OR
OTHER CONSTRUCTION.
C.SFECIFIED SIZE,GP.ADE AND NFE OF
�EINFORCEMENT,ANCHOR BOLTS. _ X - SEC.1.15 ART.3.3F
PP.ESTP.ESSING TENDONS AND
ANCHORAGES.
SEG 2.1.9J.2,
D.WELDING OF REINFORCING BA�S. X - - 3.3.3.4(b)
E.PREPARATION,CONSTRUCTION AND
FROTECTION OF MASONRY DUP.ING COLD
WEATHER(TEMPERATURE BELOW 40°F) - X SEC.2104.3,2104.4 - ART.1.8C,1.8D
OR HOT WEATHER(TEMPERATUP.E ABOVE
9D"Fl.
6.PRIOR TO GROUTWG,THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:
A.GP.OUT SPACE IS CLEAN, - X - - ART.3.2D
B.PLACEMENT OF P.EINFOP.CEMENT AND
CONNECTORS,AND PRESTRESSING - X - SEC.1.13 ART.3.4
TENDONS AND ANCHOP.AGES,
C.PP.OPORTIONS OF SITE-PREPARED
GROUT AND PRESTRESSING GROUT FOR - X - - ART.2.6B
BONDED TENDONS.
D.CONSTRUCTION OF MORTAR JOINTS. - X - - AP.T.3.36
'�.7.GROUT PIACEMENT SHALL BE VERIFIED TO X _ _ _
ENSURE COMPLIANCE: AP.T.3.5
:8.PREPARATION OF ANY REOUIRED GROUT
!SPECIMENS.MORTAP.SPECIMENS AND/OR - X SEC.2105.2.2,2105.3 - AP.T.1.4
:PP.ISMS SHALL BE OBSEP.VED.
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1 ISITE PLAN
IT NV MMBS
(SEE SHEET A3)
IT EQUIPMENT ROOM
:ET A3)
;1) NEW 2.5 BBU
(. MMBS
NING EOUIPMENT ROOM
>HELTER)
ND EQUIPMENT (BY OTHERS)
�PRINT NV ANTENNA
TO R
SPRINT 2.5
AND RRU PER
(SEE SHEET A4)
�PRINT NV ANTENNA
TOR
SPRINT 2.5
AND RRU PER
(SEE SHEET A4)
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4' 0 8' i 6' 24'
$CHLE: 1/8°=1'-0�
SCALE:AS NOTED
PREPARED
S �`I Cl t� n
p
6100 SPRINT PARKWAY
OVERLAND PARK,KS 66251
� 17/30/15 REV CONST
Q 10/7/15 FINAL CONST
Qj 4�28/15 100R CONST
Q 4/28/15 90X CONST
REV. DATE REYISIOfV
DESCRIPTION
issuEO Foa:
CONSTRUCTION
�lANS PREPARED 6Y:
�CENTERLINE
SOLUTIONS
Advancing W�ie(ess Netwoi/cs
16360 TABLE MOUNTAIN PARKWAY
Golden,CO 80403
303-993-3293
W W W.CENTERLIN ESOLUTIO NS.COM
11/30/2015
ALL SCALES AFtE SE7 FOR A SIZE"D"24"X3R"SHEET
PROJECT INFORMATION:
US WEST TOWER
DN13XC415
169 N. FRONTAGE RD
VAIL, CO 81657
EAGLE COUNTY
DRAP!N BY: GHECKED BY: APPROVED BY:
ML JN KS
SHEET TITLE:
NUMBER
SITE PIAN
'V
v�V
-VV V V V
EX SPRINT RRU'S �-`���-��-� EX SPRINT RRU'S ����y��� ALL MODS TO EQUIPMENT PLATFORM
MOUNTED INSIDE TOWER \ '��.`�,,������� MOUNTED INSIDE TOWER \ '�b.;,�������� BASED ON SA PROVIDED BY SSC ON
7YP OF (2) PER SECTOR \� ��'�������� TYP OF (2) PER SECTOR �'�������� JUNE 5. 2015 MUST BE CONFIRMED
�-����� \� `'�����- TO BE COMPLETE BEFORE ANY
`'�- \ `' INSTALLATION OF 2.5 EQUIPMENT
�
2.5 GAMMA SECTOR
270' AZIMUTH
\ � EX SPRINT HIBRIFLEX � � EX SPRINT HYBRIFLEX �
� CABLE / / � CABLE
\ EX SPRINT NV ANTENNA� I� 1 NEW SPRINT 2.5 ANTENNA \ EX SPRINT NV ANTENNA� Y
(1) PER SECTOR � (PER SECTOR ON NEW MOUNT (1) PER SECTOR /
� \ NV q (SEE DET. 5/A6) \
NV GAMMA SECTOR / / �pNq l l �
270' AZIMUTH \ I � '��MV y r�R NEW)UNISTRUTRTO BE5ATTACHED � I (1) NEW SPRINT 2.5 ANTENNA
`� yy,q�� �/ PER SECTOR ON NEW MOUNT
� / \ � (SEE DET. 5/A6)
� d � 2�5 qCA
7 Nq
EX SPRINT NV ANTENNA \ f � \ � l � �IM�HCroR
(1) PER SECTOR � EX SPRINT NV ANTENNA
(1) PER SECTOR
(1) NEW SPRINT 2.5 RRU
ON NEW UNISTRUT TO BE
UPPER LEVEL OF EX. +a� UPPER LEVEL OF EX. ATTACHED TO WALL
TOWER TOWER
EX IDEN ANTENNAS EX IDEN ANTENNAS
TO BE REMOVED AS NEEDED TO BE REMOVED AS NEEDED
EX SPRINT NV ANTENNA EX SPRINT NV ANTENNA
�_ (1) PER SECTOR � (1) PER SECTOR
oF N� o�
N` v� (1) NEW SPRINT 2.5 V�
�N ANTENNA PER SECTOR �N
a ON NEW MOUNT ¢
�b z� o n' a' iz' (SEE DET. 5/A6) w b z' ° a' a' �z'
mm mm
z' sca.E: i/a'=i'-o' iA� scxE: i/a'=i'-o'
N
1 EXISTING ANTENNA PLAN SCALE:AS NOTEO 2 NEW ANTENNA PLAN SCALE:AS NOTED
KMW—ET—X—WM-18-65-8P
ANTENNA WEIGHT: 36.4 LBS
BRACKET WEIGHT: 11.6 LBS ' ' �� �
FREQUENCY RANGE: 2496-2690 MHZ ;���E0���
4.3° SAMSUNG - RRH-V3 '����- i
� -� RRH WEIGHT: 59.5 LBS -� � _� � (
� '�� RRH BRACKET WEIGHT: 12.32 LBS �a�Q.,�,,,_ � . J
FREQUENCY RANGE: 2500 MHZ
15' �...... �� //
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$CALE: 1'=1'-0'
3 2.5 ANTENNA SPEC SCALE:AS NOTED 4 RRU SPEC & PORT LAYOUT SCALE:AS NOTED
PREPARED
S �'IY'lt� n
�
6100 SPRINT PARKWAY
OVERLAND PARK,KS 662A
Q 17/30/15
Q 10/7/15
Qj 4/28/15
� 4/28/15
REV CONST
FlNAL CONST
100R CONST
90X CONST
F:EV. DATE REVISION
DESCRIPTION
ISSUED FOR
CONSTRUCTION
P0.EPARED 6Y:
CENTERLINE
SOLUTIONS
Advancing Wire%ss Nehvoi/cs
16360 TABLE MOUNTAIN PARKWAY
Golden.CO 80403
303-993-3293
W W W.0 ENTERLIN ESOLUTIO NS.COM
11/30/2015
ALL SCALES ARE SET FOR A SIZE"0"24"X7,Fi"SHEET
PROJECTINFOF:MATION:
US WEST TOWER
DN13XC415
169 N. FRONTAGE RD
VAIL, CO 81657
EAGLE COUNTY
DP.AWN BY: CHECKED BY: APPROVED BY:
ML JN KS
SHEET TITLE:
� EX. & NEW ANTENNA
PLANS, ANTENNA
& RRU SPECS
ISHEET NUMBER
. ,
C.L. NV BETA ANTI
ELEV. 1 15'-0"
�C.L. NV ALPHA AN
ELEV. 101'-0"
EX DISH ANTENNA (BY
C.L. NV GAMMA AP
ELEV. 96'-0"
EX
�FIRST FLOOR
ELEV. 0'-0"
SCALE: S/32�=1'-0�
1 �EXISTING EAST ELEVATION
,�C.L. 2.5 BETA ANTENNAS
ELEV. 115'-6"
(1) NEW SPRINT 2.5 ANTENNA�
PER SECTOR (SEE SHEET A4)
C.L. 2.5 ALPHA ANTENNAS
ELEV. 101'-6"
EX D15H ANTENNA (BY OTHERS)�
C.L. 2.5 GAMMA ANTENNAS
ELEV. 96'-6"
�FIRST FLOOR
ELEV. 0'-0"
EX
SCALE:AS NOTED� 2 �NEW EAST ELEVATION
I
x
W
_
RF WARNING SIGNAGE & STRUCTURAL NOTES/SPRINT
EMERGENCY SIGNAGE NOTES: STRUCTURAL SERVICES COMPLIANCE
CONTRACTOR TO CONFIRM THAT THE SITE NOTE:
IS COMPLIANT WITH RF WARNlNG SIGNAGE p rypRK SHALL COMMENCE N7THOUT THE
& EMERGENCY SIGNAGE AS REQUIRED BY ppROVED STRUCTURAL
THE FEDERAL GUIOELINES & AS PER OWER/ANTENNA/MOUNT ANALYSIS REPORT
SPRINT I ELINES. SIGNED AND SEALED) TO BE PROVIDEO
UNDER SEPARATE COVER. CONTRACTOR
PRIOR TO CONSTRUCTION SHALL REVIEW
THE APPROVED TOWER/ANTENNA/MOUNT
ANALYSIS REPORT SUPPLIED BY SPRINT
AN� MODIFY IF REOUIR£D ALL APPLICA@LE
MEMBERS AS INDICAT£D IN CER7IFIED
STRUCTURAL REPORT PRIOR TQ
INSTALLATION ON STRUCTURE.
ANTENNA NOTES:
1. THE SIZE, HEICHT AND OIRECTI�N OF
THE ANTENNA SHALL BE ADJUSTED TO
MEET SYSTEM REQUIREMENTS.
2. CON7RACTOR SHALL VERIFY HEIGHT OF
ANTENNA WITH SPRINT REPRESENTATIVE.
3. ALL ANTENNA AZIMUTHS ARE TO BE
TAKEN FROM TRUE NORTH.
DISH ANTENNA (BY OTHERS)
SPRINT ANTENNA, TYP
: SHEET A4)
ANTENNAS BY OTHER
EX SPRINT HYBRIFLEX
CABIE (NOT VISIBLE)
MONOLITH TOWER
EX SPRINT EQUIPMENT
INSIDE EQUIPMENT SHELTER
(NOT VISIBLE)
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SCALE: 3/32"=1'-0�
PREPP.RED
S ri nt� �
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6100 SPWNT PARKWAY
OVERLAND PARK,KS 66251
Ir�`
� 11/30/15 REV CONST
� 10/7/15 FINAL CONST
Qj 4�28/15 100R CONST
� 4/28/15 9076 CONST
REV. DATE REVISIOfI
DESCRIPTION
ISSUED FOR
CONSTRUCTION
wns aaEVnaEO sr:
�CENTERLINE
SOLUTIONS
Advancing Wti'e(ess NetwoiGs
16360 TABLE MOUNTAIN PARKWAY
Golden,CO 80403
303-993-3293
W W W.0 ENTERLIN ESOLUTIO NS.COM
11/30/2015
ALL SCA.LES M.E SET FOR A SIZE"D"24"X3fi"SHEET
PROJECT WFORMATION:
US WEST TOWER
DN13XC415
169 N. FRONTAGE RD
VAIL, CO 8/657
EAGLE COUNTY
DRAN!N BY: CHECKED BY: APPROVED BY:
ML JN KS
SHEET TITLE:
ELEVATIONS
SHEETNUMBER
EX. BBU CABINET
��� , EX. MMBS CABINET ; z ;•',+'Gfi�'� k ; s7 ,il's NEW
x' h� • BATTERY
,,, EX. DC DISTRIBUTION .........° ; � � � �s.: * ��r,� STRING
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EX. RECTIFIERS ��o`° ;f �,�
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�z. �v,�,' X3, TYP.
NEW 2.5 BBU KIT o�y ` � ,
(PER RFDS) ' . � � � �
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� � ��;. , f�
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1 EX. MMBS CABINET SCALE:N.T.S. 2 EX. MMBS CABINET W/2.5 EQUIPMENTsc,n�e:N.T.s. 3 EX. BBU CABINET SCALE:N.T.S. 4 EX. BBU CABINET W/2.5 EQUIPMENT SCALE:N.T.S.
EX. BRICK/BLOCK WALL NEW 2.5 ANTENNA (TYP.)
NEW 2.5 ANTENNA
MOUNTING BRACKET (TYP.�
NEW 2.5' MOUNTING PIPE i � iy p :
��I E°:^£'.� �, ..:..,.
6� —UN$TRUT ON W,q���ED TO
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JUNCTION CYLINDERS
EX. MEDUSA JUNCTION CYLINDER
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EX. HYBRIFLEX CABLE
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5 MT-221 MOUNT SCALE:N.T.S. G TYP. 2.5 ANTENNA& RRU DETAIL SCALE:N.T.S. 7 NOT USED SCALE:N.T.S.
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CONTRACTOR TO OBTAIN MOST
RECENT RFDS FROM SPRINT
PRIOR TO CONSTRUCTION
PANS PftEPARED FOR
S ri nt� �.
p
6100 SPWNT PARKWAY
OVERLAND PARK,KS 66251
�
0
Q 11/30/15 REV CONST MI
Q 10/7/15 FINAL CONST MI
Qj 4/28/15 100R CONST MI
Q 4/28/15 907G CONST Ml
REYISION
REV. DATE DESCRIPTION BY
ISSUED FOR:
CONSTRUCTION
PlANS PREPARED BY:
�CENTERLINE
SOLUTIONS
Advancing W�i'e(ess Nenvoi✓cs
16360 TABLE MOUNTAIN PARKWAY
Golden,CO 80403
��. 303-993-3293
I WWW.CENTERLINESOLUTIONS.COM
11/30/2015
ALL SCALES AF2E SET FOR A SRE"D"24"X3R"SHEET
PROJECT INFORMATION:
US WEST TOWER
DN13XC415
169 N. FRONTAGE RD
VAIL, CO 81657
EAGLE COUNTY
DP,AWN BY: CHECKED BY: APPROVED BY:
ML JN KS
� SHEET TITLE:
RFDS
SHEETNUMBER
NOTES:
RRUS & FILTERS TO BE
INSTALLED PER MFG.'S
SPECIFICATIONS TO BE
PROVIDED PRIOR TO
INSTALLATION OF THE
APPROVED EQUIPMENT PER
LATEST RFDS PROVIDED BY
SPRINT.
WALI
00000
00000
00000
00000
00000
RRU
J 9°'�,v1/�r
NEW UNISTRUT ATTACHED TO THE _ y
WALL WITH }'7C4" ANCHORS BOLTS / Z �1 � ���
� ....,o._.s�.
1 TYPICAL RRU ONE SECTOR WALL MOUNT W/UNISTRUT SCALE:N.T.S. 2 NOT USED SCALE:N.T.S.
MPO BOX
OPTIC JUNCTION CYLINDER MPO CONNECTOR
FIBER 1
FIBER 2
SINGLE ROUTE
SFP (X6)
POWER 1
POWER 2
POWER JUNCTION CYLINDER
8T8R RRU
3 NOT USED SCALE:N.T.S. 4 CYLINDER SCHEMATIC DETAIL SCALE:N.T.S.
NOTES:
1. ONE-LINE SHOWN PER FINAL SPRINT
NETWORK VISION CONSTRUCTION DRAWINGS
BY ATECS DATED 1 1-78-2013.
2. NO YY�RK TO BE PERFORMED N7THIN
�
` THE EXISTINC AC PANEL
� , � � ii,;b,I' 4;g,"'b� , � ' EXISTING METER/DISGONNEGT SWITCH
t� �
E � � �3
�j CENERATOR RECEPTACLE
� ��' 100A � � (IF INSTALLEO)
� � TO E%ISTING M
���"� UTIUTY TRqN$FER SWITCH dc
���� x°- ��R LOAD CENTER
€ � ���. SOURCE
i A 100A
��£?��3 �
// LJ MMBS BBU
� � �� GROUND SERVICE J �^ CP$INET CABINET
__.: � _ , `
� ���,� =
�--,
�� ��10 A
;'+f'i�sa�I�;,,.� a�. : �:: CIRCUIT SCHEDULE �
��� _.; �;�.f d �.- NO FROM TO CONFIGURATION o--o�� A
€,R �
� 1 SOURCE METER CEN7ER E%ISTINC, r-� � EXISTINC
� TRIwS:ER SWiTCH Ac �r'� LOADS
.,__..,
��'.�� 2 ME7ER/DSC �pqp CENTER EXISTING �^ P�EFEL TO
��
TRANSFER SMIITCH Ec GENERATOR o--o^ SCHEDULE
� _ �.�` 3 LOAD CENTER RECEPTICLE EXISTING ��
4 TRANSFER &LOAD MMBS CABINET EXISTING ^'�\
;-�
��� CENTER SUB-PANEL
: �.: ; 5 TRANSFER &LOAD BBU CABINET EXISTING
� CENTER SUB-PANEL
,, ti �Y�i`s . � �.>9.%�.
'Y-*;s
l�-- -� � - �,l
1 EXISTING AC POWER DISTRIBUTION SCALE:N.T.S. 3 EXISTING ONE LINE DIAGRAM SCALE:N.T.S.
NOTES:
1. (2) DU BREAKERS TO BE UPGRADED
FR�M 16A TO 25A.
2. (3) RRU BREAKERS TO BE UPGRAOED
FROM ZOA TO 32A.
/� ,,,, � 3. REMAINING/UNUSED RRH BREAKERS TO
� , ,, !
.- BE TACCED OUT AS CANNOT BE USED°
.. ... ;
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ea�
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,,,;:�_�� �
4
� � � `�R , - _
' ;;?�3�//, a ¢ ¢ 16A 16A 32A 32A 32A 32A � 32A 32A �
�!/h'%�% ......
, _.
i � � m w 16A 16A 20A A 20A A 20A A
; ;;
y .. ��.;;,� i �r„��
; < , '
' _: - i � �y ` ' F1 F2 F3 F4 F5 F6 F7 FS F F10 Fit F12 F13 F14 F15 F16 F17 F18
, '".� 't , `;::
(2) EXISTING 16A BREAKERS TO BE
UPGRADED TO 25A BREAKER FOR
NEW LTE TD DU
(3) EXISTING 20A BREAKERS TO BE (3) EXISTING 16A BREAKERS TO BE
UPGRADED TO 32A BREAKERS FOR TAGGED OUT AS "CANNOT BE USED"
NEW 2.5 GHZ RRU'S
2 EXISTING DC POWER DISTRIBUTION SCALE:N.T.S. 4 TYPICAL DC POWER DISTRIBUTION SCALE:N.T.S.
PREPAftEU
S ri nt� n
�
6100 SPRINT PARKWAY
OVERLAND PARK,KS 66251
�
� 11/30/15 REV CONST
p ,oni,5 FlNAL CONST
Qj 4/28/15 100R CONST
Q 4/28/15 90X CONST
REV. DATE REYISION
DESCRIPTION
ISSUED FOC 0 N ST R U CTI 0 N
PREPARED
CENTERLINE
SOLUTIONS
Advancmg Wire[ess Netwoiks
16360 TABLE MOUNTAIN PARKWAY
Golden,CO 80403
303-993-3293
W WW.CENTERLINESOLUTIONS.COM
11/30/2015
I ALL SCALES ARE SET FOR A SIZE"D"24"X35"SHEET
PROJECT WFORMATION:
US WEST TOWER
DN13XC415
169 N. FRONTAGE RD
va�, co a�ss�
�r+c� courRr
ORAWN BY: CHECKED BY: APPROVED BY:
ML JN KS
SHEET TITLE:
�SHEET
EXISTING
AC & DC POWER
N T
�IDE NO-OX GREASE AT CONTACT
SURFACE BETWEEN LUG AND GROUND BAR
*CONTRACTOR WILL VERIFY BUSS BAR
GROUNDING TO THE TOWER OR RING.
INSPECTION
WINDOW
REQUIRED FOR BUTT CONDUCTOR
ALL INTERIOR INSUl11TI0N UP
EXTERNAL TWO-HOLE A�qINST THE
TOOTHEAD CONNECTORS CONNECTOR RRU GROUNDS STRANDED CU WIRE 2 TINNED GROUND FROM ANTENNA/RRU
3/8"0x1 1/2" RREL �,. i/4" MIN N�SUTAT�IONN�SIZE ASTSPE�IFED �OUNTING PIPE
S/S NUT � MIN
S/S LOCK
wASHER
S/S FLAT GROUND BAR ON �—G OUND LEAD
wASHER _____ __________ ANTENNA TOWER
I1fII_1 ��
HEAT SHRINI
����J�jp�P� �5C0N`` SHRINK O O OO OO O O O O O O 1/
5/S FLAT WASHER Q QOOQ Q O O O O TINNEDGGROUNDx�AR"&HK.,
5/S BOLT (1 OF ) Op Op CONNECTIONS.
1. OUTDOOR 51TES-USE BLACK HEAT SHRINK "DO NOT O O O O O
2. INDOOR SITES-USE CLEAR HEAT SHRINK DISCONNECT" TAG
ON a,�.L GROUND O O O O O O O O
BAR INTERCONNECTS
AND E�UALIZERS
TWO-HOLE LUG, BOLTED TO
GROUND BAR USING 3/8"-16 x 1
1/4"STAINLESS STEEL HEX HEAD
BOLTS AND HARDWARE.
1 MECHANICAL CONNECTION LUG SCALE:N.T.S. 2 SECTOR GROUND BAR CONNECTIONS SCALE:N.T.S.
� � V ✓ ✓ � .... . � � — ��/ —. f,�i
\\ \\� ���'�� \ \� � v � �� �� �� �' _
� � � � � '� �.
� � "°�"°\ � � "`�'`� �' �� �
� ,
� , � \ �
\ \� � h��O�,�� � � V V PIPE (T(PENPERMSECTO)
�
+�°� �\ �
� \\ � ��ry� � NEW 2.5 ANTENNA (TYP. PER SECTOR)�
� � �4� � �2 AV'/G STRANDED
� NEW 2.5 RRU'S (TYP. PER SECTOR) INSULATED GND WIRE (TYP.)
PIPE MOUNT GROUNDED TO EX. '�o� ~ � � /6 AWG S7wuvDED
\ SECTOR GROUND BAR "o� JUMPER CABLES (TYP. X9 PER SECTOR) INSULATED GND WIRE (TYP.)
� NEW FIBER JUNCTION CYLINDER —
� � (TYP. PER SECTOR) �I — — �
NEW POWER JUNCTION CYLINDER�� � I I
(TYP. PER SECTOR)
^\ _
EXISTING SPRINT (2) EX. SPARE FIBER & DC POWER — - - I I
� _�� MMBS CABINET GABLTO INEWEPOWER & IBER�UNCTION
EXISTING SPRINT CYLINDERS (TYP. PER SECTOR)
�\ \ ,� BATTERY CABINET CYI,INDER (TYPU PER SECTOR) � �
� o �
NEW 2.5 ANTENNA ON EX. OR � �
NEW MOUNTING PIPE AS NEEDED
(TYP. PER SECTOR) � EXIS7ING GROUNDED HYBRIFLEX
\ � CABIE (TYP. PER SECTOR)��
� ������
NEW 2.5 RRU (TYP. PER SECTOR) � "'�"'�
\ � - EXISTING GROUND 8AR
2.5 RRU GROUNDED TO EX. � -----
SECTOR GROUND &4R � �
� \
�
3 TYP.ANTENNA GROUNDING SCALE:N.T.S. 4 GROUNDING RISER DIAGRAM SCALE:N.T.S.
PREPARE�
S �II''lt� n
p
6100 SPRINT PARKWAY
OVERIAND PARK,KS 66251
�
Q 11/30/15 REV CONST
� 10/7/15 FINAL CONST
Qj 4/28�15 100R CONST
� 4/28/15 90R CONST
REV. DATE REYISION
DESCRIPTION
ISSUED FOR
CONSTRUCTION
WNS PREPARED 6Y:
�CENTERLINE
SOLUTIONS
Advancing Wire(ess Netwoila
16360 TABLE MOUNTAIN PARKWAY
Golden,CO 80403
303-993-3293
W W W.0 ENTERLI N ESOLUTIONS.COM
11/30/2015
ALL SCALES AF2E SET FOR A S2E"D"24"X.'.R"SHEE7
PROJECTINFORMATION:
US WEST TOWER
DN13XC415
169 N. FRONTAGE RD
va�, co a�ss�
enc� courm�
DP.AN!fi BY: CHECKED BY: APPROVED
ML JN KS
SHEET TITLE:
GROUNDING
DETAI LS
�SHEETNUMBER
�
f. ALL BOLTS SHALL Bc TIGHTENE� TO SNUG TIGHT CONDITION.
2. ALL NEW STEEL SHALL BE 36 K51 STEEL.
3. ALL 90LTS SHALL BE A325 GALVANI2ED BOtTS.
4. AI1 NEW HOLES SHALL BE PAINT£D WiTH GALVAN�ZED COMFOUND.
5. ALL NEW PARTS SHALL 8E HOT DIPPED GALVANIZED AFfER FABRICATION.
fi, AI1 WELQS StiALL BE PER AWS STANAARD. AWS D 1:5.
7, ALL STEEL SHALL BE DETAIIED PfR AISC $7ANDARO.
8. CON7RACTOR SHAt.I PROVIOE AND IN5iAU.ALL AtATFCRM MOOIFICATIQN H.4RDWARE.
9. FIELD VERIFY ALL DtMENStONS BEFORE FABRICATION.
10. ALL NEW PIPE SHALI B£ A53 Gr�lAdE 8 57EEL.
N
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N
�
N
i �
M17
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FOR CCN511?UC11W
s w�s7 co���i TOV�TER
�SI"i�E>NUYPER:
D�TI 3YC415
sire!ccoa�ss
169 NORT.H:FRt?�ITAGE ROAb
\%,�lL,COLt�R?.DU
81G57
. SH:EET�_S�WTiQN1:. . _ �
sr-tt;�.�i��,:x s�r�xtrc�i��rxF
PLAN �'IE�V
�SSC#: �HEET NUt�13cR:
�o-oQ�� S_1.
12} PROPasEO �1/is° � ,.._Exf:=T:�c
HOLE F4R 5/8" 4 A325 V, vv.TF; s t�1ti��:
PER IP7TERSECTION
1
.._— ; .,-- -- -------
6
— - - -- -- -- _ ..
-- —:�_ --- ---i
— €
io
PROPOSED
3/8" STlFFENER (TYP)
F��
'•ti'i C 'iJ:7'H 8" '^LANGE
STIFFENEF� ADbITiON
s �/z°
PL t/2"
{ 1 7 2"
�'—�
� _
�
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M
�
i
PROPOSEO 5/8" 0 H4LT1 Q ( O
HAS T#iREAOED ROD Wli:i
MINII�UM EMBED LENGTH
OF 4", USE HtLTI HIT RE 3 ��2•
500 EPDXY (71'P)
�°
MOTE:
F�EhAOVEO EXISTiNG SUPPORT AND
ReP�nce wm�t�iPE' co�uMx ns sHOwr�. SEGTION A
PORCH PLATFORM PiPE COLUMN QETAIL
PRC
FUL
STiF
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4
4 1/2"
i �-�-� 'PROROSED
� � 13/16"0 HC
\ j F4R 3/4" 5
3/is as25
i� 3%t6
I
_; ....._ ...........i...
� - , _ _ -
PL 3/&"�
PROPOSED 5/9"+
DETAIL � MlNIFA MR EMBEDRI
OF 4`. USE HILTI
500 EPDXY {1YP)
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