HomeMy WebLinkAboutUPDATED PLANS - 19-00027 - Cell Tower - Adding Additional AmplifiersTITLE SHEET
IDL04328
REXBURG STEINER ELEVATOR
FA#: 10133809
120' MONOPOLE
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
T-1
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
SITE INFORMATION
SITE ADDRESS:164 WEST 1ST NORTH
REXBURG, IDAHO 83440
COUNTY:MADISON
COORDINATES: 43.8285417° / -111.7878083° (FOR NAVIGATION ONLY)
PROPERTY LANDLORD
OR OWNER:STEINER ELEVATORS INC
JURISDICTION:MADISON COUNTY
OCCUPANCY GROUP UNMANNED
CONSTRUCTION TYPE II-B
POWER COMPANY:ROCKY MOUNTAIN POWER
TELCO COMPANY:CENTURYLINK
A.D.A. COMPLIANCE:FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF ALL GOVERNING CODES
AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. WORK
PERFORMED IN VIOLATION OF THESE CODES IS NOT ALLOWED.
FCC COMPLIANCE
RADIATION FROM THIS FACILITY WILL NOT INTERFERE WITH OPERATION
OF OTHER COMMUNICATION DEVICES.
SHEET INDEX
SHEET DESCRIPTION
T-1 TITLE SHEET
GN-1 GENERAL NOTES
A-0 OVERALL SITE PLAN
A-1 SITE PLAN
A-2 EQUIPMENT PLAN
A-3 ANTENNA ELEVATIONS
A-4 ANTENNA PLANS
R-1 EQUIPMENT DETAILS
R-2 MOUNT DETAIL
G-1 GROUNDING DETAILS
E-2 ELECTRICAL DETAILS
G-1 GROUNDING PLAN
G-2 GROUNDING DETAILS
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS,
CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH THE WORK OR BE RESPONSIBLE FOR THE SAME.
at t &
VICINITY MAP
SITE
TOWER ELEVATIONSCOPE OF WORK
REMOVE:
(3) PANEL ANTENNAS
(3) RRH UNITS
PROPOSED:
(3) KATHREIN 80010992
(3) NOKIA AIRSCALE DUAL RRH 4T4R B12/14 320W AHLBA
LTE RACK & DC POWER PLANT UPGRADES
LTE 5C - 3771A0JHS3
CONTACT INFORMATION
APPLICANT:AT&T
4393 RIVERBOAT ROAD, SUITE 400
TAYLORSVILLE, UTAH 84123
PHONE: 801.458.8888
CONTACT: BYRON BOSSHARDT
PROJECT MANAGER:GENERAL DYNAMICS WIRELESS SERVICES, LLC.
1152 W. 2400 S., SUITE C
SALT LAKE CITY, UT 84119
PHONE: 801.201.0566
CONTACT: ROCKY MATTISON
ARCHITECTURE &
ENGINEERING:
GEOSTRUCTURAL, LLC.
PO BOX 2621
BOISE, ID 83701
PHONE: 530.539.4787
CONTACT: DON GEORGE
N
GOOGLE MAPS 2019
DRIVING DIRECTIONS
From Idaho Falls Regional Airport:
Turn right to stay on N Skyline Dr (1.1 mi)
Turn left onto Grandview Dr / US-20 (26.0 mi)
At exit 333, take ramp right for ID-33 toward Hospital / Rexburg / Salmon
Turn right onto ID-33 / W Main St (1.0 mi)
Turn left onto N 2nd W (0.1 mi)
Turn right onto W 1st N (456 ft)
Site on left side of road
APPROVALS
RF MANAGER
______________________________________________
CONSTRUCTION
MANAGER
______________________________________________
SITE ACQ.
MANAGER
______________________________________________
PROPERTY
OWNER
______________________________________________
OPERATIONS
MANAGER
______________________________________________
R
DIG LINE
THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES,
AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE WORKING AREA. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY ALL UTILITIES, PIPELINES AND OTHER STRUCTURES SHOWN OR
NOT SHOWN ON THESE PLANS.
ANY DAMAGE TO EXISTING UTILITIES
SHALL BE REPAIRED TO THE
SATISFACTION OF THE OWNER AND
ENGINEER AT THE CONTRACTOR'S
EXPENSE.
GENERAL CONSTRUCTION NOTES
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
GENERAL CONTRACTOR: TBD
SUB-CONTRACTOR: TBD
2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS.
3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL
CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR AND
SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD
CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO
PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH
ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE
PERFORMANCE OF WORK.
5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS
AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS.
6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING, MATERIALS, EQUIPMENT, APPURTENANCES,
AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS
OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO BE FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN
EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD
THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS
ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS.
SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER PRIOR TO
PROCEEDING WITH WORK.
8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL
PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING.
10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING
OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL
OSHA REQUIREMENTS AND LOCAL JURISDICTION.
11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER
SUB-CONTRACTORS.
12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED PROFESSIONALS. ALL
MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS.
13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION.
SUB-CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS.
14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR
THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUB-CONTRACTOR SHALL NOTIFY THE GENERAL
CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWING PRIOR TO THE BEGINNING
CONSTRUCTION.
15. SUB-CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO THE
COMMENCEMENT OF WORK.
16. THE SUB-CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND
STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUB-CONTRACTORS EXPENSE TO THE SATISFACTION OF
THE OWNER.
17. THE SUB-CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUB-CONTRACTORS TO
THE SITE AND/OR BUILDING.
19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF
CONSTRUCTION UNTIL JOB COMPLETION.
20. THE GENERAL CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS WITH ALL REVISION, ADDENDA, AND
CHANGES ORDERS ON THE PREMISES AT ALL TIMES.
21. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL
JURISDICTION FOR EROSION AND SEDIMENT CONTROL.
22. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH GRADE AND COMPACTED TO 95% OF STANDARD PROCTOR
DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL
TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL, PRE-APPROVED
BY THE LOCAL JURISDICTION.
23. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF IN A LAWFUL MANNER.
GENERAL ELECTRICAL NOTES
1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE
AUTHORITY HAVING JURISDICTION.
2. ALL GROUNDING DEVICES SHALL BE U.L. LISTED FOR THEIR INTENDED USE.
3. GROUND WIRES SHALL BE TINNED #2 AWG BARE SOLID COPPER UNLESS OTHERWISE NOTED.
4. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL BE EXOTHERMIC (CAD-WELDED), UNLESS
OTHERWISE NOTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AT&T
WIRELESS BROADBAND STANDARDS.
5. GROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE WHEN
REQUIRED. GROUND LEADS SHALL BE BENT TO A MINIMUM OF 8' RADIUS.
6. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING, INSTALL WIRE IN
3/4" HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5' BELOW GRADE AND SEAL THE TOP
WITH SILICONE SEALANT.
7. ALL GROUND BARS SHALL BE TINNED COPPER, SECTOR BARS 2", COLLECTOR AND MGB BARS 4", OF SUFFICIENT
LENGTH TO ACCOMMODATE ALL REQUIRED CONNECTIONS WITHOUT DOUBLING LUGS, AND EACH INSTALLED WITH
ISOLATORS. WHEN CONNECTING GROUND BARS (WITHIN 10 FEET OF GRADE) DIRECTLY TO THE GROUND RING, 2 EA. #2
SOLID DOWNLEADS SHALL BE CAD-WELDED TO THE GROUNDING, 1 AT EACH OPPOSITE BOTTOM CORNER, AND EACH
SHALL RUN IN 3/4" HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING,
WHEN CONNECTING SECTOR GROUND BARS, DAISY-CHAIN THE GROUND BARS AND RUN 1 EA. #2 AWG STRANDED
COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING AND CAD-WELD TO THE
RING.
8. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS, 2 HOLE COMPRESSION LUGS SHALL BE USED,
PROTECT WITH WEATHERPROOF HEAT SHRINK, AND WITH A THIN COAT OF "KOPR-SHIELD' OR EQUIVALENT COMPOUND;
PROPERLY APPLIED AND ATTACHED ONLY WITH STAINLESS STEEL HARDWARE.
9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS, A #6 AWG
STRANDED COPPER WIRE WITH THWN INSULATlON SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG,
PROTECTED WITH WEATHERPROOFING. HEAT AND CLEAN A CORROSION FREE METALLIC SURFACE UTILIZING
STAINLESS STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE 10 BELOW.
10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION
TO SHINY METAL. CAD-WELDED CONNECTIONS TO NON-COPPER SURFACES, APPLY ONE COAT OF ANY ANTI-OXIDIZING
PAINT, "COLD GALV" OR EQUIVALENT.
11. GROUND RODS SHALL BE COPPER-CLAD STEEL 5/8"x10', SPACED NO LESS THAN 10' ON CENTER.
12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY NON-METALLIC,
NON-CONDUCTIVE, UV RATED CLAMPS, BRACKET, AND OR SUPPORTS.
13. WHEN REQUIRED, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDENT TESTING FIRM TO VERIFY,
UTILIZING A MEGGER TEST, THAT THE RESISTANCE TO EARTH OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS
THAN 5 (OHMS). A COPY OF THE COMPLETE TESTING REPORT SHALL BE PROVIDED TO THE AT&T REPRESENTATIVE.
14. ALL MATERIALS AND HARDWARE SHALL BE INSTALLED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS, AND DEFINED IN NFPA-70.
15. ALL RRH GROUND WIRES SHALL BE #2 GREEN STRANDED.
16. ALL GROUND LUGS SHALL BE 2-HOLE LONG BARRELL.
17. OUTDOOR GROUNDS SHALL BE BLACK HEAT SHRINK W/O INSPECTION HOLES.
18. INDOOR GROUNDS SHALL BE CLEAR HEAT SHRINK W/ INSPECTION HOLES.
ANTENNA MOUNT PIPES
1. PROPOSED OR REPLACEMENT ANTENNA PIPE MOUNTS SHALL BE 2-3/8" (O.D.)X10', SCH. 80 PIPE., U.N.O.
V2
GENERAL PROJECT NOTES
1. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE SCOPE OF WORK
AND ALL CONDITIONS AFFECTING THE PROPOSED PROJECT.
2. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS OF THE JOB SITE AND CONFIRM THAT WORK AS
INDICATED ON THESE CONSTRUCTION DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN PRIOR TO COMMENCEMENT OF
ANY WORK.
3. ALL FIELD MODIFICATIONS BEFORE, DURING, OR AFTER CONSTRUCTION SHALL BE APPROVED IN WRITING BY AN AT&T
REPRESENTATIVE.
4. INSTALL ALL EQUIPMENT AND MATERIALS PER THE MANUFACTURER'S RECOMMENDATIONS, U.N.O.
5. NOTIFY AT&T, IN WRITING, OF ANY MAJOR DISCREPANCIES REGARDING THE CONTRACT DOCUMENTS, EXISTING
CONDITIONS, AND DESIGN INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM
AN AT&T REPRESENTATIVE AND ADJUSTING THE BID ACCORDINGLY.
6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES, AND PROCEDURES OF THE WORK UNDER THE CONTRACT.
7. CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS AND FINISHES THAT ARE TO REMAIN. CONTRACTOR
SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING THE CONSTRUCTION TO THE SATISFACTION OF AN AT&T
REPRESENTATIVE.
8. THE CONTRACTOR IS RESPONSIBLE FOR RED-LINING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS BUILT
CONDITION OF THE SITE. FOLLOWING THE FINAL INSPECTION BY AT&T,THE CONTRACTOR SHALL PROVIDE AT&T WITH
ONE COPY OF ALL RED-LINED DRAWINGS.
9. VERIFY ALL FINAL EQUIPMENT WITH AN AT&T REPRESENTATIVE. ALL EQUIPMENT LAYOUT, SPECS, PERFORMANCE
INSTALLATION AND THEIR FINAL LOCATION ARE TO BE APPROVED BY AT&T. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR COORDINATING HIS/HER WORK WITH THE WORK AND CLEARANCES REQUIRED BY OTHERS RELATED TO SAID
INSTALLATIONS.
GENERAL NOTES
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
GN-1
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
SITE PLAN
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
A-1
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
SITE PLAN
N
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
R
KEY
[E]EXISTING
[P]PROPOSED
UTILITY NOTE
THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED
FROM RECORD INFORMATION. THE INFORMATION PROVIDED IS IMPLIED NOT
INTENDED TO BE A COMPLETE INVENTORY OF THE UTILITIES IN THIS AREA. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM
ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES.
NOTE
EVERYTHING SHOWN IS EXISTING
UNLESS MARKED PROPOSED
N.T.S.1SCALE: 3/16" = 1'-0" (11x17)2 NOT USED
EXISTING CONDITIONS
THESE DRAWINGS WERE PRODUCED WITH INFORMATION PROVIDED BY THE
CLIENT. LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO
START OF CONSTRUCTION, GEOSTRUCTURAL DOES NOT GUARANTEE THE
ACCURACY OF SAID PROPERTY LINE, EASEMENTS AND SETBACKS.
MONOPOLE TOWER
ICE-BRIDGE
12'x11'-6"
AT&T SHELTER
HVAC HVAC
UTILITY H-FRAME
DIESEL
GENERATOR
12' WIDE DOUBLE
SWING GATE
CONCRETE
STOOP
EQUIPMENT
PLAN
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
A-2
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
N.T.S.1PROPOSED EQUIPMENT PLAN SCALE: 3/8" = 1'-0" (11x17)2 NOT USED
NOTE
EVERYTHING SHOWN IS EXISTING
UNLESS MARKED PROPOSED
PROPOSED:
(3) 50 AMP EMERSON BREAKERS
(2) EMERSON -48V RECTIFIERS
PROPOSED:
(1) ABIA CARD
(6) SFPs INSTALLED
IN LTE RACK
ICE BRIDGE
HVACHVAC
ACCESS CONCRETE PAD
ANTENNA
ELEVATIONS
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
A-3
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
1ANTENNA ELEVATIONS SCALE
N.T.S.
STRUCTURE NOTES
CONTRACTOR TO COMPLY WITH ALL FCC AND FAA
REGULATIONS ON THIS PROJECT.
REFER TO TOWER MAPPING FOR ALL EXISTING COMPONENTS
AND APPURTENANCES.
PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY THAT
A TOWER STRUCTURAL ANALYSIS AND A MOUNT ANALYSIS HAS
BEEN PERFORMED AND SHOWS A "PASS" OR AN "ACCEPTABLE"
RATING. UNDER NO CIRCUMSTANCE WHATSOEVER SHALL THE
PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID
STRUCTURAL ANALYSIS. IF SAID STRUCTURAL ANALYSIS
REQUIRES THAT THE STRUCTURE AND/OR MOUNT BE
MODIFIED, SUCH MODIFICATIONS SHALL BE COMPLETED PRIOR
TO INSTALLATION OF THE PROPOSED EQUIPMENT.
EXISTING CONDITIONS
THESE DRAWINGS WERE PRODUCED WITH INFORMATION
PROVIDED BY THE CLIENT. CONTRACTOR TO FIELD VERIFY
EXISTING CONDITIONS PRIOR TO INSTALLATION.
BOTTOM OF BASE PLATE
0'
AT&T SHELTER
AT&T RAD CENTER
EXISTING TO BE REMOVED
(3) EXISTING ANTENNAS
TOP OF TOWER
120'±
CHAIN-LINK FENCEICE-BRIDGE
GENERATOR
GRADE BOTTOM OF BASE PLATE
0'
AT&T SHELTER
AT&T RAD CENTER
FINAL
(6) EXISTING ANTENNAS
(3) PROPOSED ANTENNAS
FINAL
(3) PROPOSED RRH UNITS
(9) EXISTING RRH UNITS
TOP OF TOWER
120'±
CHAIN-LINK FENCEICE-BRIDGE
GENERATOR
GRADE
EXISTING ANTENNA ELEVATION FINAL ANTENNA ELEVATION
EXISTING
(3) EXISTING DC/FIBER BOXES
EXISTING TO REMAIN
(6) EXISTING ANTENNAS
EXISTING TO BE REMOVED
(3) EXISTING RRHs
EXISTING TO REMAIN
(9) EXISTING RRHs
ANTENNA PLANS
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
A-4
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
ANTENNA PLANS
INSTALLATION NOTES
1.ANTENNA CLEARANCE AND MOUNTING TO BE FIELD
VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA
SPECIFICATIONS, MOUNTING HARDWARE AND RF DESIGN.
ANTENNA PIPE MOUNT MODIFICATION MAY BE REQUIRED
PER MOUNT ANALYSIS (BY OTHERS).
2.CONTRACTOR TO VERIFY FINAL ANTENNA CONFIGURATION
FROM LATEST APPROVED RFDS.
3.CONTRACTOR SHALL OBTAIN A MINIMUM 4' SEPARATION
BETWEEN ALL ANTENNAS UNLESS APPROVED BY RF.
4.STRUCTURAL ANALYSIS MUST BE PERFORMED PRIOR TO
THE INSTALLATION OF ANY NEW EQUIPMENT.
N
N.T.S.1N.T.S.2 NOT USED
EXISTING CONDITIONS
THESE DRAWINGS WERE PRODUCED WITH INFORMATION
PROVIDED BY THE CLIENT. CONTRACTOR TO FIELD VERIFY
EXISTING CONDITIONS PRIOR TO INSTALLATION.
EXISTING
(3) DC/FIBER BOXES
EXISTING
(3) B25 RRH4x30-4R
(3) RRH4x25-WCS-4R
(3) NOKIA AIRSCALE DUAL RRH
4T4R B25/66 320W AHFIB
STACKED ON PIPE
EXISTING
(3) SBNHH-1D65C
PANEL ANTENNAS
EXISTING
(3) POWERWAVE
LGP 18-601 TMA
EXISTING
(3) RV4PX310R-V2
PANEL ANTENNAS
EXISTING
(3) SBNHH-1D65C
PANEL ANTENNAS
.
240 ° TN
12
0
° T
N
.
PROPOSED
(3) NOKIA AIRSCALE DUAL RRH 4T4R
B12/14 320W AHLBA INSTALLED ON
MOUNT PIPES ATTACHED TO PLATFORM
STANDOFF MEMBERS UTILIZING
SITEPRO1 BBPM (OR APPROVED EQUAL)
EXISTING TO BE REMOVED
(3) SBNHH-1D65C
PANEL ANTENNAS
EXISTING
(3) DC/FIBER BOXES
EXISTING
(3) B25 RRH4x30-4R
(3) RRH4x25-WCS-4R
(3) NOKIA AIRSCALE DUAL RRH
4T4R B25/66 320W AHFIB
STACKED ON PIPE
EXISTING
(3) RV4PX310R-V2
PANEL ANTENNAS
.
0
°
T
N
FINAL ANTENNA SECTION
EXISTING ANTENNA SECTION
PROPOSED
(3) KATHREIN 80010992
PANEL ANTENNAS
AZ = 0° 120° 240°
EXISTING TO BE REMOVED
(3) RRH2x40W-07AT RRH
ANTENNA AND RRH INSTALLATION NOTE
ANTENNAS AND EQUIPMENT SHALL BE INSTALLED CENTERED
VERTICALLY ON THE MOUNT FRONT FACE BOTTOM RAIL (LIMIT
VERTICAL INSTALLATION ECCENTRICITY) WITH A MAXIMUM
VERTICAL ECCENTRICITY OF 12” FOR PANELS AND 18” FOR RRHS.
V1
NOTES:
1.CONCRETE
ANCHOR:HILTI HIT HY 150 ADHESIVE ANCHOR
SIZE:Ø = 3/8"
EMBEDMENT:1 3/4"
SPACING:S = 24" (MAX)
* IF THE WALL THICKNESS IS LESS THAN 2", THE 1/2"Ø A325 BOLT SHALL BE USED TO
GO THROUGH THE WALL WITH A 3/8" BACK PLATE INSIDE OF THE WALL.
2.FULLY-GROUTED CMU WALL
ANCHOR:HILTI HIT HY 150 ADHESIVE ANCHOR
SIZE:Ø = 3/8"
EMBEDMENT:1 3/4"
SPACING:ONE (1) ANCHOR PER CELL (MAX) AND 8" (MIN)
3.SOLID BRICK WALL
ANCHOR:HILTI HIT HY 20 ADHESIVE ANCHOR
SIZE:Ø = 3/8"
EMBEDMENT:2"
SPACING:S = 24" (MAX)
4.HOLLOW, UNGROUTED CMU WALL & BRICK WALL WITH HOLES
ANCHOR:HILTI HIT HY 20 ADHESIVE ANCHOR
SIZE:Ø = 3/8"
EMBEDMENT:THROUGH FACE OF HOLLOW BASE > 6" (MIN)
SPACING:S = (2) COMPLETE BRICKS IN ANY DIRECTION
(1) ANCHOR PER BLOCK CELL (CMU)
5. STEEL
BOLT:A325
BOLT SIZE:Ø = 1/2"
BOLT HOLE SIZE:Ø = 9/16"
6.IF THE WALL MATERIAL IS DIFFERENT FROM ABOVE, CONTRACTOR SHALL
INFORM DESIGN ENGINEER IMMEDIATELY.
7.ALL HARDWARE AND PARTS SHALL BE HOT-DIPPED GALVANIZED WITH LOCK
WASHERS AND HEAVY HEX NUTS.
8.ALL BOLT HOLES SHALL BE 7/16"Ø UNLESS NOTED OTHERWISE.
9.THE MAX LOAD BETWEEN ANCHORS SHALL BE LESS THAN 400 POUNDS.
UNISTRUT MOUNTING
BRACKET P/N P3000HS WITH
P1012S CHANNEL NUTS OR
EQUIVALENT (TYP)
AT&T RRH MOUNTING PLATE
BOLT UNISTRUT TO WALL AT
2'-0" O.C. SPACING
(SEE NOTES)
KATHREIN 800 10992
DIMENSION (H x W x D)
WEIGHT, W/ CLAMPS
105.2" x 20" x 6.9"
144.3 lbs
20"
10
5
.
2
"
6.
9
"
2-3/8" (O.D.), SCH. 80
ANTENNA MOUNTING
PIPE
(OR PER STRUCTURAL)
ANTENNA DOWNTILT
MOUNTING BRACKET,
SUPPLIED W/ ANTENNA
(TYP)
PROPOSED ANTENNA
ANTENNA MOUNTING
BRACKET, SUPPLIED W/
ANTENNA (TYP)
RRH MOUNTING
BRACKET SUPPLIED
W/RRH (TYP.)
RRH PER PLAN
MOUNTING PIPE
EQUIPMENT
DETAILS
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
R-1
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
MOUNT DETAIL
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
R-2
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology
V1
3
TYPE VV
TYPE GT
TYPE TA TYPE GY
TYPE GR
TYPE VN TYPE NC
TYPE VS TYPE VB
TYPE SS
TYPE PT
NOTE:
ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT
WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT.
TYPE 2-YA-2 TYPE XA TYPE YA-2TYPE HS
0.
0
0
0
"
0.
5
0
0
"
1.
5
0
0
"
2.
5
0
0
"
3.
5
0
0
"
4.
5
0
0
"
5.
5
0
0
"
6.
5
0
0
"
7.
5
0
0
"
8.
5
0
0
"
9.
5
0
0
"
10
.
5
0
0
"
10
.
5
0
0
"
10
.
5
0
0
"
0.500"
1.250"
2.000"
2.875"
3.500"
1.125"
0.000"
4.000"
56.20 (4)
437.00 (26)
NO.4150A414
INSULATION
NO.WBKT1
WALL BRACKET
3 AWG GROUNDING
CONDUCTOR TO
GROUND RING
#6 AWG GROUNDING
CABLE (PROVIDED
WITH KIT)
GPS UNIT
GROUNDING KIT
1/2" COAX CABLE 8"
MIN. BENDING RADIUS
PER MANUFACTURER'S
STANDARD
TO GROUNDING SYSTEM
GROUNDING BUS
BAR
#2 AWG BARE
TINNED COPPER
NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND
TX
RX
FROM ANTENNA
JUMPER
(TYP)
APPROVED
GROUNDING
KIT (TYP)
ANTENNA CABLE TRAY
TO CABLE TRAY (TYP)
RX
FROM ANTENNA
FRAME SUPPORT
#2 AWG BCW BONDED
TO GROUND WIRE
ALONG CABLE TRAY
#6 AWG
#2 AWG BCW GROUNDING BAR MOUNTED NEAR ANTENNAS
APPROVED
WEATHERPROOFING
KIT (TYP)
TYPICAL GROUNDING SCHEMATIC
4SCALE
N.T.S.1SCALE
N.T.S.
5SCALE
N.T.S.2SCALE
N.T.S.
7 6SCALE
N.T.S.3SCALE
N.T.S.
EXOTHERMIC WELDING 12" & 18" GROUND BARS
GPS GROUNDING DETAIL COAX GROUNDING DETAIL
MECHANICAL LUG CONNECTIONSCALE
N.T.S.
NOTES:
1.ALL HARDWARE BOLT, NUTS, LOCK
WASHERS SHALL BE STAINLESS STEEL. ALL
HARDWARE ARE TO BE AS FOLLOWS: BOLT,
FLAT WASHER, GROUND BAR, GROUND LUG,
FLAT WASHER AND NUT.
2.COPPER SHIELD, ANTIOX, CR NO-OX OR
EQUIVALENT SHALL BE PLACED WHERE ALL
DISSIMILAR METALS CONNECT.
3.ALL LUGS TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS.
4.ALL RRH GROUND WIRES SHALL BE #2
GREEN STRANDED.
5.ALL GROUND LUGS SHALL BE 2-HOLE, LONG
BARREL.
6.OUTDOOR GROUND LUGS SHALL BE BLACK
HEAT SHRINK W/O INSPECTION HOLES.
7.INDOOR GROUND LUGS SHALL BE CLEAR
HEAT SHRINK W/ INSPECTION HOLES.
WIRE SIZE BURNDY LUG BOLT SIZE
#2 AWG SOLID TINNED
#2/0 AWG STRANDED
#4/0 AWG STRANDED
#2 AWG STRANDED
YA3C-2TC38
YA2C-2TC38
YA26-2TC38
YA28-2N
3/8"-16 NC S 2 BOLT
3/8"-16 NC S 2 BOLT
3/8"-16 NC S 2 BOLT
3/8"-16 NC S 2 BOLT
BURNDY TWO HOLE LUG W/
LONG BARREL FOR #2 AWG
STRANDED OR EQUIVALENT
BARE WIRE TO BE NO-0X AT
BOTH ENDS
#2 AWG STRANDED
GREEN INSULATION
HEAT SHRINK (CLEAR)
BURNDY GROUND LUG
(SEE TABLE FOR SIZE
AND MODEL)
NUT (TYP)
LOCK WASHER
(TYP)
GROUND BAR
BOLT (TYP)
GROUNDING
CONDUCTOR
RRH GROUNDING DETAILS (TYP)
PROPOSED #2 AWG GROUND
FROM NEW RRH UNIT TO
EXISTING GROUND BAR (OR
PER MANUFACTURER)
TO GROUND BAR
PROPOSED RRH UNIT
ANTENNA LEVEL
EXISTING GROUND BAR
EXISTING #2 AWG GROUND
LEADS (GC TO FIELD
VERIFY)
NOTES:
1.ENSURE THAT ALL SECTORS ARE
GROUNDED PROPERLY TO CURRENT
AT&T STANDARDS
#2 AWG GREEN INSULATED
STRANDED COPPER WIRE
FROM GROUND BAR TO ALL
RRH UNITS OR MORE PER
MANUFACTURER
TYPICAL ANTENNA
TELECT
Raycap Raycap RaycapRaycapRaycapRaycap
Raycap Raycap RaycapRaycapRaycapRaycap
---BUS BAR
#2 AWG GREEN INSULATED
STRANDED COPPER WIRE
FROM GROUND BAR TO ALL
SURGE SUPPRESSORS
GROUND LEVEL
PROPOSED #6 AWG STRANDED COPPER
CONDUCTOR WITH GREEN, 600V, THWN-2
INSULATION, GROUNDED TO GROUND BAR
WITH 2-HOLE COMPRESSION LUG
NEW AIRSCALE SLOT
(LOCATE BY AT&T CM)
--- EXISTING SITE EQUIPMENT
(GENERIC SITE SHOWN)
RAYCAP DC6
TYPICAL RRH
MOUNT PIPE
GROUNDING
DETAILS
PO BOX 2621, BOISE, ID 83701
P: 530.539.4787
E: CONTACT@GEOSTRUCTURAL.COM
WWW.GEOSTRUCTURAL.COM
0 02/20/19 ISSUED FOR CONSTRUCTION JCM
SHEET TITLE:
SHEET NUMBER:
G-1
REV DATE DESCRIPTION INT
REVISIONS
SITE INFORMATION:
164 WEST 1ST NORTH
REXBURG, IDAHO 83440
LTE 5C
REXBURG STEINER
ELEVATOR
IDL04328
CHECKED BY:GGD
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &
GENERAL DYNAMICS
Information Technology