HomeMy WebLinkAboutElevation V129' ERIDIANg-
APPROVED
082222
EXISTING FRP SCREEN
WALL PANEL (TYP.)
EXISTING 100'
CONCEALMENT TOWER
EXISTING TOWER ELEVATION
SCALE: N.T.S.
TOP OF EXISTING
HIGHEST APPURTENANCE
ELEV. 100'
TOP OF EXISTING TOWER
4 ELEV. 100'
EXISTING FRP SCREEN
WALL PANEL (TYP.)
1 PROPOSEDT-MOBILE
C-00 EQUIPMENT
PROPOSED TOWER MODIFICATIONS
AND CONCEALMENT DESIGN TO BE
INSTALLED BY OTHERS. SEE TOWER
NOTE, THIS SHEET
PROPOSED T-MOBILE
T/ANTENNA Q TO'
PROPOSED Tlv !LE
RAD CENTER � fifi'
PROPOSED T-MOBILE
B/ANTENNA t@ 62'
PROPOSED TOWER ELEVATION
L
SCALE: N.T.S.
EXISTING 100'
CONCEALMENT TOWER
EXISTING TOP
OF BASE PLATE
ATC IS ANALYZING THE ANTENNA MOUNT UNDER
ASEPARATE PROJECT. CONSTRUCTION IS NOT
TO PROCEED UNTIL THE MOUNT ANALYSIS IS
COMPLETE AND INDICATES THE ADDITIONAL
LOADING DOES NOT OVERSTRESS THE MOUNT.
NOTES:
1. STRUCTURAL MODIFICATIONSAND
CONCEALMENT DESIGN PENDING. CONTRACTOR
TO ENSURE THAT TOWER STRUCTURAL
MODIFICATIONS AND CONCEALMENT DESIGN IS
INSTALLED PRIOR TO CONSTRUCTION.
2. PROPOSED FRP DESIGN IS PENDING BY OTHERS.
FRP DESIGN MUST BE INSTALLED PRIOR TO
CONSTRUCTION, CONTRACTOR TO VERIFY
TOWER NOTE:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM WITH THE PROJECT MANAGER THAT
THEY HAVE THE MOST RECENT VERSION OF THE
STRUCTURAL ANALYSIS BEFORE COMMENCING
WORK. EXISTING AND PROPOSED TOWER
APPURTENANCES, MOUNTS, AND ANTENNAS ARE
SHOWN BASED ON THE STRUCTURAL ANALYSIS.
2. WHERE APPLICABLE, ALL NEW ANTENNAS,
EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE
PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT
IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR
OTHER LOCAL REQUIREMENTS.
3. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. IF ADEQUATE SPACE
EXISTS, ROUTE CABLES THROUGH ENTRY PORT
HOLE, UP INSIDE OF MONOPOLE, AND THROUGH
EXIT PORT HOLE. IF ROUTING OUTSIDE THE
MONOPOLE, ATTACH CABLES USING STAND-OFF
ADAPTERS MOUNTED TO TOWER USING STAINLESS
STEEL BANDING. ADEQUATELY SECURE CABLES
USING EITHER APPROPRIATELY SIZED STAINLESS
STEEL SNAP -INS OR MOUNTING HARDWARE AND
BRACKETS AS SPECIFIED BY CABLE
MANUFACTURER.
4. TOWER ELEVATIONS ARE MEASURED FROM TOP
OF BASE PLATE TO MATCH STRUCTURAL
ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE
ABOVE GROUND LEVEL (A.G.L.)
5. TOWER ELEVATION DEPICTION MAY NOT REFLECT
ALL EQUIPMENT INCLUDED IN STRUCTURAL
ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR
FULL TOWER LOADING.
AMERIGAN TOWEM
1
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ANN
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fll�lt EN61miNG PRIIIfEE$9QUIS
326 TRYON ROAD
RALEIGH, NC 276033530
OFFICE: (919) 66W51
www.lepgroup.net
REV. DESCRIPTION BY DATE
,A PRELIMINARY SSK 04/1822
A 90%CONSTRUCTION SSP 06/09/22
DO 100%CONSTRUCTION SRZ O6/23/22
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ATC SITE NUMBER:
415255
ATSITE NAME:
BOI FOXTAIL ID
T-MOBILE SITE NAME:
ATC XTAIL
SITE DRESS:
6 N IDIAN RD
ME I A 836465902
SEAL: 1 cA,
\O L
Q
V
a j0
15814
G'p�r�TE OF
�yAM M. PNO
0623/22
T Mobile
DATE DRAWN
I 06123M
ATC JOB NO:
14049009
CUSTOMER NAME:
ATC FOXTAIL
CUSTOMER ID:
SLO3609A
TOWER ELEVATION
SHEET NUMBER:
REVISION:
C-201
0