CA-3_ElevationsVERIZON SITE:
BOI MAVERICK
CROWN CASTLE SITE:
BU #: 822731
BOISE_CALL_CENTER
2100 S SILVERTONE WAY
MERIDIAN, ID 83642
ADA COUNTY
100'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV. DATE DESCRIPTION
A 05/09/19 PRELIMINARY REVIEW
0 06/24/19 100% CONSTRUCTION
QA/QC
PD
PD
DRAWN
RCD
TJB
SHEET NUMBER:
SHEET TITLE:
A-3
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE
OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN
APPROVAL OF THE PROFESSIONAL OF RECORD.
REVISION: 0
INFINIGY F ROM Z E R O T O I NFI N I GY
the solutions are endless
1505 WESTLAKE AVE N, SUITE 800
SEATTLE, WA 98109
50 116TH AVE SE, SUITE 210
BELLEVUE, WA 98004
JURISDICTIONAL APPROVAL:
WEST
ELEVATIONS
4' 0" 4'
22"x34" SCALE: 3/16" = 1'-0"
2 EXISTING WEST ELEVATION 4' 0" 4' 1 PROPOSED WEST ELEVATION 11"x17" SCALE: 3/32" = 1'-0" 2'
22"x34" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0" 2'
NOTES:
· THESE DRAWINGS ARE NOT INTENDED TO BE A
VERIFICATION THAT THE STRUCTURE OR
MOUNTS ARE ADEQUATE TO SUPPORT THE
PROPOSED LOADING. VERIFICATION THAT THE
EXISTING STRUCTURE AND MOUNTS CAN
SUPPORT THE PROPOSED LOADING SHALL BE
PERFORMED BY A REGISTERED PROFESSIONAL
ENGINEER PRIOR TO CONSTRUCTION.
· CONTRACTOR TO REFER TO THE STRUCTURAL
ANALYSIS AND MOUNT ASSESSMENT AND
VERIFY LOADING WITH THE MOST RECENT RFDS
PRIOR TO CONSTRUCTION.
"LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF
THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES
OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION,
MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS
SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF
THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING
FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE
LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE
ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY
TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT
TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS
INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING
EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO
YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO
GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR
NOTICE TICKET.
EXISTING
PLASTIC FENCE
EXISTING VERIZON
ICE BRIDGE
EXISTING EQUIPMENT
CABINET BY OTHERS
EXISTING VERIZON
EQUIPMENT SHELTER
TOP OF EXISTING MONOPOLE
ELEV. = ±100'-0" REF., ±101'-3" AGL
℄ OF EXISTING VERIZON ANTENNAS
ELEV. = ±79'-0" REF., ±80'-3" AGL
℄ OF EXISTING ANTENNAS BY OTHERS
ELEV. = ±96'-0" REF., ±97'-3" AGL
℄ OF EXISTING VERIZON ANTENNAS
ELEV. = ±78'-0" REF., ±79'-3" AGL
TOP OF EXISTING ANTENNAS BY OTHERS
ELEV. = ±100'-0" REF., ±101'-3" AGL
EXISTING PANEL ANTENNAS
BY OTHERS MOUNTED TO
MONOPOLE, TYP.
EXISTING VERIZON CABLING ROUTED
UP OUTSIDE OF MONOPOLE - SEE
ANTENNA SCHEDULES ON SHEET A-4
EXISTING CROWN CASTLE MONOPOLE
EXISTING VERIZON ANTENNAS WITH
ASSOCIATED EQUIPMENT MOUNTED
TO MONOPOLE - SEE SHEET A-4
PROPOSED VERIZON ANTENNAS WITH
ASSOCIATED EQUIPMENT MOUNTED
TO MONOPOLE - SEE SHEET A-4
TOP OF EXISTING VERIZON ANTENNAS
ELEV. = ±82'-11" REF., ±84'-2" AGL
TOP OF EXISTING MONOPOLE
ELEV. = ±100'-0" REF., ±101'-3" AGL
℄ OF EXISTING VERIZON ANTENNAS
ELEV. = ±79'-0" REF., ±80'-3" AGL
℄ OF EXISTING ANTENNAS BY OTHERS
ELEV. = ±96'-0" REF., ±97'-3" AGL
℄ OF EXISTING & PROPOSED VERIZON ANTENNAS
ELEV. = ±78'-0" REF., ±79'-3" AGL
TOP OF EXISTING ANTENNAS BY OTHERS
ELEV. = ±100'-0" REF., ±101'-3" AGL
TOP OF EXISTING VERIZON ANTENNAS
ELEV. = ±82'-11" REF., ±84'-2" AGL
TOP OF EXISTING VERIZON ANTENNAS
ELEV. = ±81'-0" REF., ±82'-3" AGL
EXISTING PANEL ANTENNAS
BY OTHERS MOUNTED TO
MONOPOLE, TYP.
EXISTING & PROPOSED VERIZON
CABLING ROUTED UP OUTSIDE OF
MONOPOLE - SEE ANTENNA
SCHEDULES ON SHEET A-4
EXISTING CROWN CASTLE MONOPOLE