HomeMy WebLinkAboutPLANS - 23-00136 - 175 W 2nd S - AT&T ModificationREVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
TITLE SHEET
DRIVING DIRECTIONS
VICINITY MAP
DO NOT SCALE DRAWINGS
SITE PHOTO
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY
THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
SITE INFORMATION
APPLICABLE CODES
BUILDING CODE 2018 IBC
ELECTRICAL CODE 2017 NEC
TIA-222-H
CONTACT INFORMATION SCOPE OF WORK
T-1
T-1 TITLE SHEET 1
C-1
C-2 EQUIPMENT PLAN
GN-1 GENERAL NOTES
DRAWING INDEX
SHEET NO.DESCRIPTION REVTOWER OWNER:HEMMING CEDARS II LLC
SITE NUMBER-NAME: IDL04029-BYU_IDAHO_2
SITE ADDRESS:175 WEST 2ND SOUTH
REXBURG, ID 83440
COUNTY:MADISON
LATITUDE: 43.821639
(43° 49' 17.90" N)
LONGITUDE:-111.788375
(111° 47' 18.15" W)
GROUND ELEVATION: 4930.1' AMSL
OCCUPANCY TYPE: UNMANNED
ZONING JURISDICTION: CITY OF REXBURG
PARCEL NUMBER:RPR4SE0008001C
POWER PROVIDER: ROCKY MOUNTAIN POWER
TELCO PROVIDER:CABLE ONE INC.
STARTING FROM REXBURG MADISON COUNTY AIRPORT, 296 AIRPORT RD, REXBURG ID 83440:
HEAD SOUTH ON AIRPORT RD TOWARD WINGIT WAY, TURN LEFT ONTO ID-33 E, TURN RIGHT ONT S 2ND W, PASS BY JIMMY JOHN'S (ON THE LEFT), TURN
LEFT ONT W 2NE S.
72'-0" ROOFTOP
5G NR 1SR CBand, CBand_DoD
at&t
IDL04029
BYU_IDAHO_2
FA#: 10552300
PTN#: 3771A152AT/3771A153ZT
PACE ID: MRUTH053768/MRUTH053874
C-3 TOWER ELEVATIONS
C-4 ANTENNA PLANS
C-5 RF WARNING & EQUIPMENT DETAILS
SITE PLAN
1
1
1
1
1
1
E-1 ELECTRICAL DIAGRAM 1
RFDS VERSION : DATE UPDATED:3.00
G-1 GROUNDING DETAILS 1
2/28/2023
EQUIPMENT LEVEL
ANTENNA LEVEL
·INSTALL PROPOSED (1) AMIA, (3) ABIO & (1) ASIL TO LTE RACK
·INSTALL (3) PROPOSED 5G CBAND ANTENNAS
·INSTALL (3) PROPOSED 5G DOD ANTENNAS
·EXISTING MAST PIPES TO BE REPLACED WITH 3" STD. x 16'-0" LONG (TYP. 3)
(SECTOR BETA ONLY)
·EXISTING CORNER PLATE TO BE REPLACED WITH NEW 20"x6"x3/4" & W/(8) NEW
BOLTS SAME AS EXISTING (TYP. 3)
·EXISTING BOTTOM FRAME RAIL TO BE REPLACED WITH L3x3x10'-6" LONG (TYP. 6)
·EXISTING CORNER ANGLE TO BE REPLACE WITH L3 1
2 x3x3/8x1'-6" LONG (TYP. 6)
·(27) 8x8x16 HOLLOW CMU BALLAST BLOCKS TO BE ADDED
NOT TO SCALE
SITE
A&E SERVICES:
TRILEAF CORPORATION
1821 WALDEN OFFICE SQUARE
SUITE 500
SCHAUMBURG, IL 60173
CONTACT: HILDA ALLAWIRDI
PHONE: (630) 227-0202, EXT. 537
EMAIL: h.allawirdi@trileaf.com
SITE ACQUISITION SERVICES:
SMARTLINK GROUP, LLC
1997 ANNAPOLIS EXCH. PWKY
SUITE 200
ANNAPOLIS, MD 21401
CONTACT: TAMARA SHIVELEY
PHONE: (801) 230-4877
S-1 & S-2 MODIFICATION DESIGN 1
C-3A TOWER ELEVATIONS 1
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
GENERAL NOTES
GN-1
GENERAL CONSTRUCTION NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
GENERAL CONTRACTOR: TBD
SUBCONTRACTOR: 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 OTHER WISE, 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/ENGINEERPRIOR 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 DISCIPLES.
12. ERECTION SHALL BE DONE IN A WORK MANLIKE MANNER BY COMPETENT EXPERIENCED PRACTICE. 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. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO THE
COMMENCEMENT OF WORK.
16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND
STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTORS EXPENSE TO THE SATISFACTION OF
THE OWNER.
17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS 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 GOOD CONDITION 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 PERCENT STANCE 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.
ELECTRICAL GROUNDING SPECIFICATIONS:
1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE
AUTHORITY HAVING JURISDICTION.
2. ALL GROUNDING DEVICE 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 314' 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 LIGS, 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 "KOP'R SHIELD' OR EQUIVALENT
PROPERLY APPLIED AND ATTACHED ONLY WITH STAINLESS STEEL HARDWARE.
9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS, A #6 AV/G
STRANDED COPPER WIRE WITH THWN INSULATlON SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE
LUG, PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND 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-GOPPER 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 NONMETALLIC,
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 WORKMAN-LIKE 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 PIPE MOUNTS:
1. PROPOSED OR REPLACEMENT ANTENNA PIPE MOUNTS SHALL BE 2-3/8" (O.D.)X10', SCH. 80 PIPE, UNLESS NOTED
OTHERWISE.
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
SITE PLAN
SITE PLAN
1 C-10SCALE: 1" = 30' (24x36)
(OR) 1" = 60' (11x17)
15' 30'30'
THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED
FROM THE INFORMATION AVAILABLE. THE INFORMATION PROVIDED IS NOT
IMPLIED NOR 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.
EXISTING
PARKING
GARAGE
EXISTING AT&T EQUIPMENT
ROOM AT LEVEL 5
EXISTING ROOFTOP
(SEE SHEET C-3 FOR DETAILS)
PROPOSED/EXISTING
ANTENNAS AND RRH UNITS
(SEE SHEET C-4 FOR DETAILS)
NOTE:
THESE DRAWINGS WERE PREPARED BASED
ON EXISTING DRAWINGS AND INFORMATION
PROVIDED BY OTHERS. ALL EXISTING
CONDITIONS SHOULD BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
W 2ND S
S
2
N
D
W
S
1
S
T
W
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDINGEXISTING
BUILDING
EXISTING
BUILDING EXISTING
BUILDING
EXISTING AT&T
EQUIPMENT (SEE SHEET
C-2 FOR DETAILS)
22'-8"
EXISTING (6) #6 DC TRUNKS &
(3) 24 PAIR FIBER TRUNKS
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
C-2
EQUIPMENT PLAN
2EXISTING EQUIPMENT PLAN 0 1'SCALE: 3/4" = 1'-0" (24x36)
(OR) 3/8" = 1'-0" (11x17)
1'2'
8
5'
-
6
"
13'-6"
NEW EQUIPMENT PLAN
KEY NOTES:
EXISTING AT&T EQUIPMENT ROOM1
EXISTING POWER PLANT2
EXISTING LTE RACK3
EXISTING TELCO RACK4
5
EXISTING TELCO BOARD6
EXISTING ENTRY PORT7
8 EXISTING WALL MOUNTED AC UNIT
EXISTING AC PANEL
1
2
34
5
6
7
10
9
101'SCALE: 3/4" = 1'-0" (24x36)
(OR) 3/8" = 1'-0" (11x17)
1'2'
11
EXISTING FIBER STORAGE9
EXISTING CABLE TRAY10
11 EXISTING ACCESS DOOR
8
KEY NOTES:
EXISTING AT&T EQUIPMENT ROOM1
EXISTING POWER PLANT2
EXISTING LTE RACK
PROPOSED (1) AMIA, (3) ABIO & (1) ASIL TO BE INSTALLED3
EXISTING TELCO RACK4
5
EXISTING TELCO BOARD6
EXISTING ENTRY PORT7
8 EXISTING WALL MOUNTED AC UNIT
EXISTING AC PANEL
1
2
34
5
6
7
10
9
11
EXISTING FIBER STORAGE9
EXISTING CABLE TRAY10
11 EXISTING ACCESS DOOR
PROPOSED (1) AMIA, (3) ABIO,
& (1) ASIL TO BE INSTALLED IN
EXISTING LTE RACK
5'
-
6
"
13'-6"
6'-0"
2'
-
0
"
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
C-3
TOWER
ELEVATIONS
2PROPOSED SOUTH EAST ELEVATION (SECTOR BETA)
104' 8'8'SCALE: 1/8" = 1'-0" (24x36)
(OR) 1/16" = 1'-0" (11x17)
0 4' 8'8'SCALE: 1/8" = 1'-0" (24x36)
(OR) 1/16" = 1'-0" (11x17)
NOTE:
STRUCTURAL ANALYSIS MUST
BE PERFORMED BEFORE THE
INSTALLATION OF NEW
ANTENNAS, RRH UNITS, ETC.
EXISTING SOUTH EAST ELEVATION (SECTOR BETA)
(6) EXISTING XXQLH-654L8H8-IVT
ANTENNA TO REMAIN
(TYP. 2 PER SECTOR)
EXISTING (3) DC9
RAYCAPS TO REMAIN
(TYP. 1 PER SECTOR)
(9) EXISTING RRHS TO REMAIN
(TYP. 3 PER SECTOR)
INSTALL (3) AEQU DOD ANTENNA IN TOP LOCATION (1 PER SECTOR)
INSTALL (3) AEQK C-BAND ANTENNAS IN BOTTOM LOCATION (1 PER SECTOR)
SEE C-5/3&4 FOR DETAILS
EXISTING ANTENNA SECTOR FRAME
EXISTING ANTENNA
SECTOR FRAME
(6) EXISTING XXQLH-654L8H8-IVT ANTENNA TO REMAIN
(TYP. 2 PER SECTOR)
EXISTING (3) DC9 RAYCAPS TO REMAIN
(TYP. 1 PER SECTOR)
(9) EXISTING RRHS TO REMAIN
(TYP. 3 PER SECTOR)
NOTE:
NEW EQUIPMENT TO BE
PAINTED TO MATCH
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
C-3A
TOWER
ELEVATIONS
2PROPOSED NORTH ELEVATION
104' 8'8'SCALE: 1/8" = 1'-0" (24x36)
(OR) 1/16" = 1'-0" (11x17)
0 4' 8'8'SCALE: 1/8" = 1'-0" (24x36)
(OR) 1/16" = 1'-0" (11x17)
NOTE:
STRUCTURAL ANALYSIS MUST
BE PERFORMED BEFORE THE
INSTALLATION OF NEW
ANTENNAS, RRH UNITS, ETC.
EXISTING NORTH ELEVATION
(6) EXISTING XXQLH-654L8H8-IVT
ANTENNA TO REMAIN
(TYP. 2 PER SECTOR)
EXISTING (3) DC9
RAYCAPS TO REMAIN
(TYP. 1 PER SECTOR)
(9) EXISTING RRHS TO REMAIN
(TYP. 3 PER SECTOR)
INSTALL (3) AEQU DOD ANTENNA IN TOP LOCATION (1 PER SECTOR)
INSTALL (3) AEQK C-BAND ANTENNAS IN BOTTOM LOCATION (1 PER SECTOR)
SEE C-5/3&4 FOR DETAILS
EXISTING ANTENNA
SECTOR FRAME
(6) EXISTING XXQLH-654L8H8-IVT ANTENNA TO REMAIN
(TYP. 2 PER SECTOR)
EXISTING (3) DC9 RAYCAPS TO REMAIN
(TYP. 1 PER SECTOR)
(9) EXISTING RRHS TO REMAIN
(TYP. 3 PER SECTOR)
EXISTING ANTENNA
SECTOR FRAME
NOTE:
NEW EQUIPMENT TO BE
PAINTED TO MATCH
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
C-4
NOTE TO CONTRACTOR:
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.
2. CONTRACTOR TO VERIFY FINAL ANTENNA CONFIGURATION FROM FINAL RFDS.
3. CONTRACTOR SHALL VERIFY A MINIMUM OF 4 FEET SEPARATION BETWEEN ALL
ANTENNAS.
4. STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, FLAGPOLES, LIGHT
POLES, AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, RRH UNITS, ETC.
ANTENNA PLANS
2
1
PROPOSED ANTENNA PLAN
EXISTING ANTENNA PLAN
SCALE:
NTS
SCALE:
NTS
EXISTING ANTENNA AND TRANSMISSION CABLE REQUIREMENT
RAD ANTENNA TYPE
QTY LENGTH TYPE
TRANSMISSION CABLEANTENNA
AZIMUTHTECHNOLOGY
XXQLH-654L8H8-IVTA1
A2
GA
M
M
A
,
6
8
'
-
0
"
B
E
T
A
,
6
8
'
-
0
"
AL
P
H
A
,
6
8
'
-
0
"
SECTOR
CTR
-
0°
PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT
RAD ANTENNA TYPE
QTY LENGTH TYPE
TRANSMISSION CABLEANTENNA
AZIMUTHTECHNOLOGY
SECTOR
CTR
A3
AL
P
H
A
,
6
8
'
-
0
"
&
6
9
'
-
0
"
LTE WCS
GA
M
M
A
,
6
8
'
-
0
"
&
6
9
'
-
0
"
B
E
T
A
,
7
6
'
-
0
"
&
7
7
'
-
0
"
B1
B2
C1
C2
A1
A2
B3
B1
B2
C3
C1
C2
A3
B3
C3
A4
B4
C4
A4
B4
C4
-
120°
-
240°
(6) EXISTING XXQLH-654L8H8-IVT
ANTENNA TO REMAIN
(TYP. 2 PER SECTOR)
AEQK+AEQU STACKED 0°-140'FIBER
EXISTING (3) DC9
RAYCAPS TO REMAIN
(TYP. 1 PER SECTOR)
5G CBAND/DOD
(9) EXISTING RRHS TO REMAIN
(TYP. 3 PER SECTOR)
EMPTY
EMPTY
-
-
LTE 700/1900/AWS
-
0°
-
120°
-
240°
B-1
LTE WCS
B-2
EMPTY
B-3
EMPTY
B-4
LTE 700/
1900/AWS
INSTALL (3) AEQU DOD ANTENNA IN
TOP LOCATION (1 PER SECTOR)
INSTALL (3) AEQK C-BAND ANTENNAS
IN BOTTOM LOCATION (1 PER SECTOR)
SEE C-5/3&4 FOR DETAILS
XXQLH-654L8H8-IVT
XXQLH-654L8H8-IVT LTE WCS
EMPTY
EMPTY
-
-
LTE 700/1900/AWSXXQLH-654L8H8-IVT
XXQLH-654L8H8-IVT LTE WCS
EMPTY
EMPTY
-
-
LTE 700/1900/AWSXXQLH-654L8H8-IVT
-140'FIBER
-140'FIBER
---
---
-140'FIBER
-140'FIBER
---
---
-140'FIBER
-140'FIBER
---
---
XXQLH-654L8H8-IVT 0°LTE WCS/5G WCS
EMPTY -
LTE 700/1900/AWS/5G AWS
-
0°XXQLH-654L8H8-IVT
-140'FIBER
-140'FIBER
---
AEQK+AEQU STACKED 120°-140'FIBER5G CBAND/DOD
XXQLH-654L8H8-IVT 120°LTE WCS/5G WCS
EMPTY -
LTE 700/1900/AWS/5G AWS
-
120°XXQLH-654L8H8-IVT
-140'FIBER
-140'FIBER
---
AEQK+AEQU STACKED 240°-140'FIBER5G CBAND/DOD
XXQLH-654L8H8-IVT 240°LTE WCS/5G WCS
EMPTY -
LTE 700/1900/AWS/5G AWS
-
240°XXQLH-654L8H8-IVT
-140'FIBER
-140'FIBER
---
A-1
LTE WCS
C-1
LTE WCS
A-2
EMPTY
C-2
EMPTY
A-3
EMPTY
C-3
EMPTY
A-4
LTE 700/
1900/AWS
C-4
LTE 700/
1900/AWS
B-1
LTE WCS/
5G WCS
B-2
EMPTY
B-3
5G CBAND/
DOD
B-4
LTE 700/
1900/AWS/
5G AWS
A-1
LTE WCS/
5G WCS
C-1
LTE WCS/
5G WCS
A-2
EMPTY
C-2
EMPTY
A-3
5G CBAND/
DOD
C-3
5G CBAND/
DOD
A-4
LTE 700/
1900/AWS/
5G AWS
C-4
LTE 700/
1900/AWS/
5G AWS
(6) EXISTING XXQLH-654L8H8-IVT
ANTENNA TO REMAIN
(TYP. 2 PER SECTOR)
EXISTING (3) DC9
RAYCAPS TO REMAIN
(TYP. 1 PER SECTOR)
(9) EXISTING RRHS TO REMAIN
(TYP. 3 PER SECTOR)
EXISTING ANTENNA
SECTOR FRAME
EXISTING ANTENNA
SECTOR FRAME
EXISTING CORNER ANGLE TO BE REPLACE
WITH L3 1/2x 3x 1'-6" LONG (TYP. 6)
SEE SHEET S-2 FOR MODIFICATION DESIGN
EXISTING MAST PIPE TO BE REPLACED
WITH 3" STD. x 16'-0" LONG
(BETA SECTOR ONLY (TYP. 3)
SEE SHEET S-2 FOR DETAILS
EXISTING BOTTOM FRAME RAIL TO BE
REPLACE WITH L3 x 3x 10'-6" LONG (TYP. 6)
SEE SHEET S-2 FOR MODIFICATION DESIGN (27) 8x8x16 HOLLOW CMU BALLAST
BLOCKS TO BE ADDED
SEE SHEET S-2 FOR DETAILS
EXISTING CORNER PLATE TO BE REPLACE
WITH NEW 20" x 6"x 3/4" & W/ (8) NEW
BOLTS SAME AS EXISTING (TYP. 3)
SEE SHEET S-2 FOR MODIFICATION DESIGN
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
C-5
RF WARNING &
EQUIPMENT DETAILS
1RF WARNING SIGNAGE
RRH MOUNTING DETAILS 3
CAUTION
AT&T
Mobility
WARNING
Beyond this point:
Radio frequency fields at this site
exceed FCC rules for human
exposure.
Failure to obey posted signs and site
guidelines for working in radio frequency
AT&T
MobilityRef: FCC 47 CFR 1.1307(b)
environments could result in serious injury.
Radio frequency fields beyond
this point may exceed FCC
general public exposure limit.
Obey all posted signs and site guidelines
for working in radio frequency
AT&T
Mobility
environments.
NOTICE
Ref: FCC 47 CFR 1.1307(b)
Beyond this point:
Radio frequency fields at this site
exceed FCC rules for human
exposure.
Four your safety, obey all posted signs and
site guidelines for working in radio
frequency environments.
Ref: FCC 47 CFR 1.1307(b)
SCALE:
NTS
SCALE:
NTSANTENNA INFORMATION 4SCALE:
NTS 2SCALE:
NTSC-BAND ANTENNA STACKED DETAIL
MANUFACTURER NOKIA
MODEL #AEQK
DIMENSIONS
(HxWxD)
29.53" x 17.72" x 9.45"
NET WEIGHT <99 lbs (WITHOUT
MOUNTING BRACKETS)
OPTICAL PORTS 2 x SFP28, 10/25GE eCPRI
FREQUENCY 3700-3980MHz
MANUFACTURER NOKIA
MODEL #AEQU
DIMENSIONS
(HxWxD)
29.53" x 17.72" x 9.45"
NET WEIGHT <99 lbs (WITHOUT
MOUNTING BRACKETS)
OPTICAL PORTS 2 x SFP28, 10/25GE eCPRI
FREQUENCY 3450-3550 MHz
1'
-
0
"
2'
-
6
"
2'
-
6
"
NEW 2-3/8" (O.D.),
SCH. 40
PIPE MOUNT
AEQK ANTENNA
SEE DETAIL 1
FOR ANTENNA DETAILS
AEQU ANTENNA
SEE DETAIL 2
FOR ANTENNA DETAILS
TOP
FRONT
BOTTOM
SIDEBACK
17.72"
29
.
5
3
"
9.45"
TOP
FRONT
BOTTOM
SIDEBACK
17.72"
29
.
5
3
"
9.45"
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
E-1
ELECTRICAL DIAGRAM
1SCALE:
NTSDC POWER & FIBER SINGLE LINE DIAGRAM
EXISTING
POWER PLANT
RACK
TO SOURCE
TO SOURCE
EXISTING
200A
POWER
PROTECTION
PANELEXISTING 200A, 120/240V, 1
PHASE METER
EXISITING CONDUIT
200A
1" EMT
EXISTING CONDUIT
CONDUCTOR NOTES:
1. ALL CONDUCTOR SHALL BE COPPER.
2. ALL WIRING SHALL BE COPPER WITH
THHN/THWN DUAL RATED 600 VOLTS
INSULATION.
3. CONDUCTORS SHALL BE 12 AWG MINIMUM
UNLESS SPECIFICALLY NOTED OTHERWISE.
4. GROUNDING CONDUCTORS SHALL BE SOLID
TINNED COPPER UNLESS OTHERWISE NOTED.
REVISIONS
REV DATE DESCRIPTION
0 08/23/22 ISSUED FOR REVIEW 90%
SITE #: IDL04029
SITE NAME: BYU_IDAHO_2
FA #: 10552300
175 WEST 2ND SOUTH
REXBURG, ID 83440
INT
JG
Smartlink LLC
1997 Annapolis Exch.Pkwy # 200
Annapolis, MD 21401
Tel: 410-263-LINK (5465)
Fax: 410-263-5470
www.smartlinkllc.com
706310
0 09/30/22 ISSUED FOR REVIEW 95%JG
0 01/24/23 ISSUED FOR REVIEW 98%JG
0 03/06/23 ISSUED FOR REVIEW 100% JG
1 03/22/23 ISSUED FOR FINAL JG
G-1
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
1.50"1.00"
NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND
FROM ANTENNA
JUMPER
(TYP)
APPROVED
GROUNDING
KIT (TYP)
ANTENNA CABLE TRAY
TO CABLE TRAY (TYP)
FROM ANTENNA
FRAME SUPPORT
#2 AWG BCW BONDED
TO GROUND WIRE
ALONG CABLE TRAY
#6 AWG
#2 AWG BCW GROUNDING BAR MOUNTED NEAR ANTENNAS
GROUNDING
DETAILS
APPROVED
WEATHER PROOFING
KIT (TYP)
TYPICAL GROUNDING SCHEMATIC
4 1
5 2
7 6 3
EXOTHERMIC WELDING 12" & 18" GROUND BARS
NOT USED COAX GROUNDING DETAIL
NOT USED MECHANICAL LUG CONNECTION
EXISTING GROUND LEVEL
EXISTING GPS SURGE PROTECTION
EXISTING #6 AWG STRANDED COPPER
CONDUCTOR WITH GREEN, 600V, THWN-2
INSULATION, GROUNDED TO GROUND BAR
WITH 2-HOLE COMPRESSION LUG
EXISTING FIBER CABLE TRAY
EXISTING RAYCAP
DC6-48-60-RM SURGE
PROTECTION
EXISTING 2"X20" DC BUS
BAR
BONDED TO "P" SECTION
OF THE CELL REFERENCES GROUND
BAR (CRGB) WITH #2 AWG WIRE
AND 2-HOLE COMPRESSION LUG
Raycap
EXISTING LTE BBU
EXISTING eAM ALARM MODULE
Raycap
Raycap Raycap Raycap
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
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
#2 AWG GREEN STRANDED
GROUND FROM RRH TO
SECTOR GROUND BAR (TYP)
EXISTING SECTOR GROUND
BAR (TYP)
EXISTING #2 AWG GROUND
LEADS (GC TO FIELD
VERIFY)
EXISTING GROUND BAR AT
BASE OF TOWER
EXISTING #2 AWG GROUND
LEADS (GC TO FIELD
VERIFY)
#2 AWG GREEN STRANDED
GROUND FROM DC9 TO
SECTOR GROUND BAR
EXISTING
RRH UNIT
EXISTING
RAYCAP
EXISTING
LTE
ANTENNA
INTEGRATED
WITHIN:
AIRSCALE
MAA 64T64R
192AE N77
200W AEQK,
AEQU
PROPOSED
AEQK+AEQU
STACKED ANTENNAS
EXISTING
RRH UNIT
TOWER
EXISTING
LTE
ANTENNA
SHEET NUMBER:
SHEET NAME:
SITE INFORMATION:
DATEREV DESCRIPTION DRAWN
BY
CHECKED
BY
PROJECT NUMBER:
AL
B
U
L
E
N
G
I
N
E
E
R
I
N
G
.
A
l
l
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i
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r
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.
R
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p
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o
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w
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o
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p
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p
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w
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f
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c
o
p
y
r
i
g
h
t
o
w
n
e
r
.
SHEET SIZE - 22"x34"
AS SHOWN
SCALE:
CONTRACTOR:
CLIENT:
CARRIER:
9/30/22A ISSUED FOR REVIEW MSK AVM
DMITRIY ALBUL
IDAHO LICENSE NO. 15190
1515 DES PERES ROAD, STE 200
SAINT LOUIS, MISSOURI 63131
PHONE|314-997-6111 FAX|314-997-8066
SPECIAL INSPECTIONS NOTES:
1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE JURISDICTION, SHALL PERFORM
INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING BUILDING CODE, APPLICABLE SECTION(S) AS REQUIRED BY PROJECT
SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION WORK:
a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY).
b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE TIGHTENED PER "TURN-OF-THE-NUT" METHOD.
c. MECHANICAL AND EPOXIED ANCHORAGES.
d. FIBER REINFORCED POLYMER.
·THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED DESIGN DOCUMENTS IS BEING
INSTALLED.
·THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE PROPERLY SEALED USING A VINYL ESTER
SEALING KIT SUPPLIED BY THE MANUFACTURER.
·THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH THE APPROVED DESIGN DOCUMENTS.
2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING DEPARTMENT, THE ENGINEER OF RECORD, AND
THE OWNER UNLESS THE FABRICATOR IS APPROVED BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS.
STEEL CONSTRUCTION NOTES:
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, FOR THE DESIGN AND FABRICATION OF
STEEL COMPONENTS.
2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS
REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND
MANUFACTURERS' RECOMMENDATIONS.
3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD HOLES, AS DEFINED BY AISC, UNLESS NOTED
OTHERWISE.
4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123.
5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES:
·ANGLES, PLATES TO BE A36. Fy=36 KSI, U.N.O.
·PIPES TO BE A53 GR. B Fy=53 KSI, U.N.O.
·BOLTS TO BE A325-X. Fu=120 KSI, U.N.O.
·U-BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U.N.O.
6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, U.N.O.
7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION.
8. ALL HILTI ANCHORS TO BE CARBON STEEL, U.N.O.
·MECHANICAL ANCHORS: KWIK BOLT-TZ, U.N.O.
·CMU BLOCK ANCHORS: ADHESIVE - HY120, U.N.O.
·CONCRETE ANCHORS: ADHESIVE - HY150, U.N.O.
·CONCRETE REBAR: ADHESIVE - RE500, U.N.O.
9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER-FLASH AT 55 KSI ULT/50 KSI YIELD, U.N.O.
10. BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC.
11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4.
GENERAL NOTES:
1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE LOCAL/STATE/COUNTY/CITY BUILDING
CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA-D100 STANDARD, NDS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL
BUILDING CODE, UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT.
2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE.
3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN SIMILAR CONSTRUCTION.
4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF
RECORD PRIOR TO CONTINUING WORK.
5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS, AND SHOULD BE SIMILAR TO
THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION AND/OR CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS,
ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE DURING CONSTRUCTION. TIA-1019-A-2011 IS AN APPROPRIATE
REFERENCE FOR THOSE DESIGNS MEETING TIA STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS AT THE
REQUEST AND EXPENSE OF THE CONTRACTOR.
7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR PROPOSED OPERATIONAL AND SAFETY
EQUIPMENT.
8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT TRILEAF IF ANY DISCREPANCIES EXIST.
S-1
706310
BYU IDAHO 2
IDL04029
175 WEST 2ND SOUTH
REXBURG, ID 83440
MADISON COUNTY
GENERAL NOTES
1/13/230 ISSUED FOR REVIEW MSK UVK
01-23-23
SHEET NUMBER:
SHEET NAME:
SITE INFORMATION:
DATEREV DESCRIPTION DRAWN
BY
CHECKED
BY
PROJECT NUMBER:
AL
B
U
L
E
N
G
I
N
E
E
R
I
N
G
.
A
l
l
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.
R
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p
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w
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p
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w
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c
o
n
s
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t
o
f
t
h
e
c
o
p
y
r
i
g
h
t
o
w
n
e
r
.
SHEET SIZE - 22"x34"
AS SHOWN
SCALE:
CONTRACTOR:
CLIENT:
CARRIER:
9/30/22A ISSUED FOR REVIEW MSK AVM
706310
BYU IDAHO 2
IDL04029
175 WEST 2ND SOUTH
REXBURG, ID 83440
MADISON COUNTY
MODIFICATION DESIGN
DMITRIY ALBUL
IDAHO LICENSE NO. 15190
1515 DES PERES ROAD, STE 200
SAINT LOUIS, MISSOURI 63131
PHONE|314-997-6111 FAX|314-997-8066
S-2
SCALE 3/4"=1' FOR 11"x17"
1 1/2"=1' FOR 22"x34"
3D VIEW1
EXISTING CORNER ANGLE TO BE REPLACED
WITH L3 1/2x3x3/8 x 1'-6" LONG
(TYP. 6)
EXISTING BOTTOM FRAME RAIL
TO BE REPLACED WITH L3x3x7/16 x 10'-6" LONG
(TYP. 6)
EXISTING NON-PENETRATING
BALLAST FRAME
EXISTING 8x8x16
HOLLOW CMU BALLAST BLOCKS
TO REMAIN
(TYP. 12 PER TRAY, 36 TOTAL)
EXISTING CORNER PLATE TO BE REPLACED
WITH NEW 20"x6"x3/4"
& W/ (8) NEW BOLTS SAME AS EXISTING
(TYP. 3)
2
S-2
SCALE 3/16"=1' FOR 11"x17"
3/8"=1' FOR 22"x34"
POST TO TRAY CONNECTION DETAIL2
EXISTING MAST PIPE
SECTOR BALLAST WEIGHT, LBS
ALPHA, BETA & GAMMA 2268
TOTAL, PCS
63
REQUIRED BALLAST PER PLATFORM
SCALE 3/4"=1' FOR 11"x17"
1 1/2"=1' FOR 22"x34"
ELEVATION VIEW3
3'
-
0
"
2'
-
0
"
(V
.
I
.
F
.
)
TOP OF ROOF
EXISTING NON-PENETRATING
BALLAST PLATFORM
(27) 8х8х16 HOLLOW CMU BALLAST BLOCKS
EXISTING BASE PLATE
EXISTING BALLAST TRAY
EXISTING BOTTOM FRAME RAIL
TO BE REPLACED WITH L3x3x7/16 x 10'-6" LONG
(TYP. 6)
EXISTING MAST PIPE
TO BE REPLACED WITH 3" STD. x 16'-0" LONG
(BETA SECTOR ONLY)
(TYP. 3)
12
'
-
6
"
EXISTING MAST PIPE
TO BE REPLACED WITH 3" STD. x 16'-0" LONG
(BETA SECTOR ONLY)
(TYP. 3)
1/23/230 ISSUED FOR REVIEW MSK UVK
EXISTING MOUNT PIPE (TYP. 9)
(TO REMAIN)