HomeMy WebLinkAboutPLANS - 17-00022 - 1145 S 2nd E - Cell TowerAYYROTEO
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PROJECT NAME:
UPGRADEORILE
1497 S.70OW
TrIPL1900
NE CRY,
SALT TAKE CITY, UT 80104
SITE NAME: REXBURG
SITE ID:
SLO1408C
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TRILEAF
®
SBA SITE ID:
ID10543-A-03
ARCHITECTURE
& ENGINEERING
Mobile
1821 WALDEN OFFICE SQUARE
■ ■ ■ ■
® STREET
ADDRESS:
1145 S. 2ND E.
SUITE 510
MBURG,I
SCHAUMBURG, IL 60173
REXBURG, ID 83440
PHONE: (630) 227-0202
(6227-1212
-1 LICENSSEE
LICED
ARCHITECT
COUNTY:
MADISON
AR 966001
SITE TYPE:
SELF SUPPORT TOWER
LOCATION MAP
PROJECT DESCRIPTION
SHEET INDEX
James B. ears
STATE OF IDAHO
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RFDS DATE: 0911412016 A MODIFICATION TO AN EXISTING UNMANNED T-MOBILE
REMOVE (6) EXISTING T-MOBILE ANTENNAS
INSTALL(3)PROPOSED T-MOBILE ANTENNAS
INSTALL(1) PROPOSED HYBRID CABLE
TELECOMMUNICATION FACILITY CONSISTING OF:
&(3) EXISTING TMA'S
LICENSED CERTIFICATION
ARCHITECT been prepared and drawn under my supervision
been prepared and drawnut these derdocumentssuper"
AR 986001 and to the best of my knowledge meet and
comply with all building and life safety cotle
requirements for the jurisdiction, as specified on
the title sheet.
ISSUE DESCRIPTION
ISSUE NUMBER
SBA®
SBASITE.COM
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PROPERTY INFORMATION
PROJECT TEAM
SITE NAME
REXBURG
COORDINATES (NAD 83):
LATITUDE:43602.72(43°48'96912'N)
LONGITUDE'.-111]12541(111°46'21.14]6"W)
APPLICANT INFORMATION:
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SITE ADDRESS:
1145 S. 2ND E.
REXBURG, ID 83440
TOWER OWNER:
T-MOBILE
1497 S. ]COW
SALT LAKE CITU, UT 84104
ARCHITECTURAL ENGINEERING FIRM:
James
STATE
B. Beers
OF IDAHO MES B. BEER, CARIB IATA
DATE: u31z91T
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SITE ID:
SLO1408C
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SBA COMMUNICATIONS CORPORATION
8051 CONGRESS AVENUE
BOCA RATON, FLORIDA 33487 1301
40111'REXBURG,
SHEET NO. SHEETTITLE
1 2
SITE ADDRESS
1145 S. 2ND E.
ID 83440
T-1.0 TITLE SHEET
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N-1.0
GENERAL NOTES
•
•
DRIVING DIRECTIONS:
DEPART FROM SALT LAKE CITY INTERNATIONAL AIRPORT
ROAD NAME CHANGES TO LOCAL ROGUES) KEEP LEFT ONTO RAMP I-80E/CITY
CENTER IPROVO IOGDEN, TAKE RAMP ONTO 1BOE/PROVO ICITY CENTER IOGDEN
AT EXIT 117, TURN RIGHT ONTO RAMP 1-215 / OGDEN / PROVO, TAKE RAMP ONTO 1-215
N/OGDEN, TAKE RAMP ONTO I- 15 ENTERING IDAHOAT EXIT 119, TURN RIGHT
ONTO RAMP US-20 E I RIGBY / W. YELLOWSTONE, TURN RIGHT ONTO US-20 REXBURG
AT EXIT 332, KEEP RIGHT ONTO RAMP BYU-1DAHO/ SOUTH REXBURG TURN RIGHT
ONTO UNIVERSITY BLVD ST S]TURN LEFT ONTO (W) POLEUNE RD TURN LEFT
ONTO S 2NO E, TURN RIGHT ONTO LOCAL ROADS) TURN LEFT ONTO LOCAL ROAD(S)
TURN LEFT ONTO LOCAL ROADS) ARRIVE AT SITE
PHONE COMPANY:
CENTURY LINK
(888) 83]-5]38
ELECTRIC COMPANY:
PACIFICORP
(BBB) 221-7019
BUILDING CODES:
2012 INTERNATIONAL BUILDING CODE
2011 NATIONAL ELECTRICAL CAL CODE
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ARCHITECTURE &ENGINEERING
1821 WALDEN OFFICE SQUARE
SUITE 510
SCHAUMBURG, IL 60173
PHONE: (630) 227-0202
FAX: (s3o] zzztztz
PROJECT MANAGEMENT:
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SBA COMMUNICATIONS CORPORATION
8051 CONGRESS AVENUE
eoCA RATON, FLORIDA 334aT-1307
N-1.1 GENERAL NOTES (CONTINUED)
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PROJECT NUMBER.
628063
SITE MAP
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C-1.0 OVERALL SITE PLAN
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C-1.1 COMPOUND PLAN
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A-2.0 REDS DIAGRAM
• •
A-3.0 EQUIPMENT DETAILS
• •
G-1.0 GROUNDING DIAGRAM &NOTES
• •
TO OBTAIN LOCATION OF PARTICIPANTS
UNDERGROUND FACILITIES BEFORE
YOU DIG IN IDAHO, CALL DIG LINE, INC.
® TOLL FREE: 1-800-342-1585 OR
www.di 11ne.com
IDAHO STATUTE
Know what's `eIOW. REQUIRES MIN OF 2
WORKING DAYS NOTICE
Call before you dig. BEFORE YOU EXCAVATE
APPROVALS
RE
OPERATIONS
LANDLORD
CONSTRUCTION
SHEET OENsceflvnCHoN
TITLE SHEET
T-MOBILE
Mui
T-1.OER
GENERALNOTE5
1 . ALL PLANS AND SPECIFICATIONS ARE INTENDED TO
INCLUDE ALL ITEMS REQUIRED FOR THE PROPER
EXECUTION AND COMPLETION OF THI5 WORK. ANY ITEM
OR WORK MENTIONED IN THE SPECIFICATION AND NOT
SHOWN ON THE DRAWINGS, OR SHOWN ON THE
DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS
SHALL BE PROVIDED BY THE CONTRACTOR AS IF INCLUDED
IN BOTH.
2. THE DOCUMENTS FOR THI5 PROJECT CON515T OF
DRAWINGS, AND SPECIFICATIONS PREPARED BY TRILEAF,
INC.
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
SECURING ALL NECESSARY CONTRACT DOCUMENTS,
CONSTRUCTION DOCUMENTS, SPECIFICATIONS AND SHOP
DRAWINGS, AND ANY OTHER INFORMATION REQUIRED TO
COORDINATE ALL INTENDED WORK.
4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
SECURING ALL REQUIRED PERMITS, BONDS, OCCUPANCY
PERMITS AMC) FEES.
5. ALL WORK NOTED "BY OTHER' OR "N.I.C." 15 TO BE THE
RESPONSIBILITY OF THE OWNER AND 15 NOT TO BE PART
OF THE GENERAL CONTRACTORS, CONSTRUCTION
AGREEMENT. THE GENERAL CONTRACTOR SHALL
COOPERATE WITH OWNER TO COORDINATE SAID WORK
WITH OWNERS CONTRACTOR.
G. THE GENERAL CONTRACTOR SHALL PROVIDE ALL MATERIAL,
AND LABOR NECESSARY TO COMPLETE THE WORK AS
SPECIFIED IN THESE DRAWINGS AND SPECIFICATION.
7. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGER
SCALE DETAILS GOVERN OVER SMALLER DETAILS. NOTIFY
THE ARCHITECT OR ENGINEER OF ANY CONFLICTS.
8. THE GENERAL CONTRACTOR SHALL VERIFY ALL
DIMENSIONS, PROF05ED AND EXISTING CONDITIONS ON
THE SITE AND THOSE SHOWN ON THESE DRAWING PRIOR
TO ORDERING OR STARTING ANY WORK. GENERAL
CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER
OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS
BEFORE COMMENCEMENT OF ANY WORK.
9. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT
OR ENGINEER OF ANY DISCREPANCIES BETWEEN THE
CONSULTANTS DRAWINGS AND TRILEAF5 DOCUMENTS.
10, NO PLEA OF IGNORANCE ON THE PART OF CONTRACTOR
OR SUBCONTRACTOR REGARDING ANY EXISTING
CONDITIONS SHALL BE VALID ONCE THE CONTRACT
BETWEEN OWNER AND CONTRACTOR HAS BEEN EXECUTED.
1 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL DAMAGES TO ADJACENT WORK THAT OCCUR, AND
SHALL TAKE CARE TO PREVENT DAMAGE TO ALL OTHER
TRADES LABOR AND MATERIAL. ALL SHALL REPAIR SUCH
DAMAGE AT THEIR OWN EXPENSE. THI5 INCLUDES TRACES
OF SPLASHES, DROPPINGS, SMUDGES, AND ALL OTHER
FOREIGN MATTER FROM ALL WALLS, FLOORS AND
CEILINGS.
12. ALL MATERIAL TO BE USED FOR THI5 PROJECT SHALL BE
STORED IN A LEVEL AND DRY MANNER SO AS NOT TO
OBSTRUCT THE COMPLETION OF OTHER WORK.
13. THE GENERAL CONTRACTOR SHALL SECURE ALL REQUIRED
SHOP DRAWINGS AND REVIEW THEM FOR ANY ERROR
PRIOR TO SUBMITTING THEM TO THE OWNER OR
ARCHITECT.
14. THE GENERAL CONTRACTOR SHALL SUBMIT ALL
NECESSARY PRODUCT DATA WHICH CLEARLY INDICATES
THAT THE PRODUCT MEETS OR EXCEEDS ITEMS SPECIFIED.
15. ALL WORK PERFORMED SHALL CONFORM TO ALL
APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES
IN CASE OF A CONFLICT THE MORE STRINGENT
INTERPRETATION SHALL APPLY.
I C. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING
ALL LAWS, REGULATIONS, AND RULES PROMULGATED BY
FEDERAL STATE AND LOCAL AUTHORITIES WITH
JURISDICTION OVER THE SALTIER. THIS RESPONSIBILITY 15
IN EFFECT REGARDLESS OF WHETHER THE LAW,
ORDINANCE, REGULATION OR RULE 15 MENTIONED IN
THESE DOCUMENTS.
17. CONTRACTOR SHALL HAVE AND MAINTAIN A VALID
CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE
WORK 15 TO BE PERFORMED. FOR JURISDICTIONS THAT
LICENSE INDIVIDUAL TRADES. THE TRADESMAN OR
SUBCONTRACTOR PERFORMING TH05E TRADES SHALL BE
LICENSED. RESEARCH AND COMPLY WITH THE LICENSING
LAWS, PAY LICENSE FEES, AND SELECT AND INFORM
SUBCONTRACTORS REGARDING THESE LAWS.
16. FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL
SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE,
BUT ARE NOT LIMITED TO, REGULATIONS DEALING WITH
TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND
TRENCHING, AND WORK IN CONFINED SPACES. ENSURE
THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD
HATS AT ALL TIMES DURING CONSTRUCTION.
19. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION
INSTALLATION, GROUNDING, AND TRENCHING AFTER
PLACEMENT OF UTILITIES PRIOR TO BACKFILL.
20. CONTRACTOR SHALL SUBMIT CONSTRUCTION
DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR
PLAN CHECK AND REVIEW, CONTRACTOR WILL SUBMIT
LICENSING AND WORKMAN'S COMPENSATION
INFORMATION TO THE JURISDICTION AS REQUIRED TO
OBTAIN THE BUILDING PERMIT, CONTRACTOR SHALL
COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND
P05T REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH
SPECIFIC PROJECT RELATED REQUESTS AND SUGGESTION
MADE BY BUILDING INSPECTOR, AND INFORM
CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY
BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE
FROM THE CONSTRUCTION DOCUMENTS, T -MOBILE WILL
REIMBURSE THE CONTRACTOR FOR FEES, FOR PLAN
REVIEW, BUILDING PERMIT. CONNECTIONS, AND
INSPECTION. (INCLUDED IN THE BASE PROPOSAL).
21. CONTRACTOR SHALL SUBMIT FOR AND OBTAIN All ZONING
AND CONDITIONAL USE PERMITS, SOME USE PERMITS MAY
HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO
CONSTRUCTION, SUCH AS N015E REGULATIONS, HOURS
OF WORK, ACCESS LIMITATIONS. ETC. THE CONSTRUCTION
MANAGER WILL INFORM THE CONTRACTOR OF THESE
REQUIREMENTS AT THE PRE-BID MEETING OR AS SHOWN IN
THE CONSTRUCTION DOCUMENTS.
GENERALNOTES
N-1.0
T - -Mobile
CONSTRUCTION ADMINISTRATION
8. ALL EARTH WORK WITH ON 517E MATERIAL SHOULD BE
T.MOBILE
1.
PRIORTO STARTING CONSTRUCTION GENERAL
PERFORMED WHEN TEMPERATURES ARE ABOVE FREEZING.
1497 S.700W
CONTRACTOR SHALL ASSIGN A PROJECT MANAGER THAT
FROZEN SOIL SHOULD NOT BE USED BENEATH STRUCTURES.
SALT NNE CITY, UT64104
WILL BE RESPONSIBLE FOR THE COORDINATION AND
ALL FOUNDATION EXCAVATION MUST BE INSULATED AGAINST
SCHEDULING OF ALL WORK. THIS PROJECT MANAGER
FREEZING UNTIL CONSTRUCTION OF FOUNDATION 15
SHALL BE THE SINGLE CONTACT PERSON FOR ALL
COMPLETED.
PERSONNEL WORKING ON THI5 PROJECT. PRIOR TO THE
START OF THIS PROJECT THE PROJECT MANAGER SHALL
9. ALL EXCESS SPOILS SHALL BE REMOVED FROM SITE.
,
SCHEDULE A ON-SITE MEETING WITH ALL CONTRACTORS
%7M
INVOLVED IN THI5 PROJECT.
10. ALL STONE FILL SHALL BE PLACED IN MAX. G' LIFTS IN
ACCORDANCE WITH A5TM-D 1557. WITH 95% PROCTOR
2.
PRIOR TO STARTING CONSTRUCTION THE GENERAL
UNDER SLABS.
TRILEAF
CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE
TO THE OWNER AND TRILEAF5 REPRESENTATIVE FOR THEIR
I I . IN AREAS OF COMPACTED FILL WITH IN THE FOUNDATION
ARCHITECTURE
REVIEW.
LINE BACKFILLING AGAINST BOTH SIDES OF FOUNDATION
SHALL BE DONE AT THE SAME RATE TO PREVENT STRESS
& ENGINEERING
3.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
AND OVERTURNING OF FOUNDATION.
1821 WALDEN OFFICE SQUARE
KEEPING DAILY PROGRESS REPORTS THAT, INCLUDE ALL
SUITE 510
CONTRACTORS WORKING ON THE JOB SITE, MATERIALS ON
12. ACCESS ROAD SHALL BE BROUGHT UP TO BASE COURSE
LL 60173
SITE AND WEATHER CONDITIONS. THE GENERAL
LEVEL PRIOR TO PLACING FOUNDATION.
PHONE: (00) 2
PHONE: 1630) 22]-0202
CONTRACTOR SHALL PROVIDE A WRITTEN WEEKLY REPORT
FAX: (630) 227-1212
TO THE OWNER AND TRILEAF FOR REVIEW.
1 3. ALL SITE GRADING INCLUDING, SWALES, CULVERTS, AND
LICENSED
DITCHES SHALL BE PLACED 50 THAT NO WATER IS
4.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
DIRECTED TO ADJACENT SITE.
ARCHITECT
FOLLOWING ALL OSHA, AND WPCS SAFETY REQUIREMENTS
AR 986001
DURING CONSTRUCTION.
14. WHERE SITE SLOPES OF ALL FENCED ARES, PARKING
AREAS EXCEEDS 2: 1, RIPRAP SHALL BE APPLIED TO
5.
PRIOR TO POURING ANY CONCRETE, TOWER ERECTIONS OR
SLOPED SIDES. ALL CULVERT OPENING SHALL HAVE RIPRAP
TELECOM. EQUIPMENT BEING DONE, THE GENERAL
FOR THE ENTIRE FIRST 0-0" OF DITCH.
CONTRACTOR SHALL PROVIDE THE PROJECT MANAGER
AND TRILEAF WITH 48 HOUR NOTICE.
15. ALL GRADING AND EXCAVATION SHALL INCLUDE, GRADING,
DITCHING AND BANKING UNLESS OTHERWISE NOTED.
G.
EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DAILY
CLEAN UP OF ALL MATERIAL AND DEBRIS.
IG. AFTER FINAL GRADING, ANY DEFRE5510N5 THAT ALLOW
PONDING WILL BE REJECTED UNTIL ALL PONDING AREA5
James B. ears
7.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
HAVE BEEN ELIMINATED.
STATE OF IDAHO
SCHEDULING ALL NECESSARY INSPECTIONS AS REQUIRED.
17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
8.
THE GENERAL CONTRACTOR SHALL FOR THE DURATION OF
THE INSTALLATION OF ALL ER0510N CONTROL DEVICES
THE PROJECT CARRY AND MAINTAIN AT THEIR OWN
INCLUDING, BUT NOT LIMITED TO, SILT FENCE AROUND THE
SBA
EXPENSE ALL REQUIRED BONDS AND INSURANCES AS
CONSTRUCTION LIMITS, STONE ACCESS DRIVES, AND
SPECIFIED IN MASTER AGREEMENT AND/OR CONSTRUCTION
FILTER FABRIC PROTECTORS AND STRAW BALES AROUND
SBASITE.COM
CONTRACT. THE INSURANCE SHALL LI5T THE OWNER AS
ALL MANHOLES AND INLETS PER DETAILS.
SITE NAME:
ADDITIONAL INSURED ON ALL POLICIES.
9.
GENERAL CONTRACTOR SHALL PROVIDE WRITTEN PROOF
REXBURG
OF ALL REQUIRED BONDS AMC) INSURANCE.
SBA SITE ID:
10. TRILEAF SHALL NOT HAVE CONTROL OR CHARGE OF AND
SHALL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION
MEANS, MATERIAL AND / OR METHODS OTHER THEN WHAT
I D 10543-A-03
15 SHOWN ON THESE DRAWINGS AND SPECIFICATIONS
EXCAVATION AND GRADING
SITE ID:
I .
GENERAL CONTRACTOR SHALL NOTIFY ALL INSPECTORS AS
SLO1408C
REQUIRED, PRIOR TO POURING ANY AND ALL CONCRETE.
SITEADDRESS:
2. CONTRACTOR SHALL VERIFY ALL FILL MATERIAL REQUIRED
WITH LOCAL AMC) PUBLIC HIGHWAY DEPARTMENTS.
1145 S. 2ND E.
3.
ALL CONCRETE SHALL BE PLACED ON UNDISTURBED SOIL
REXBURG, ID 53440
WITH A MIN. ALLOWABLE 501L BEARING CAPACITY OF
3000 LBS PER SQUARE FOOT UNLE55 OTHERWISE NOTED.
PROJECT NUMBER:
4
LEMOVE ALL ORGANIC MATERIAL TO A
SHALOWGRADE.
628063
MINTRACTOR
5.
REMOVE ALL TREE5, BRUSH AND DEBRIS FROM SITE AREA
W
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AND ACCESS ROAD RIGHT OF WAY AS REQUIRED.
G.
GENERAL CONTRACTOR SHALL REMOVE ALL SOFT SPOTS
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AND UNSTABLE 501L CONDITIONS, AND COMPACT TO 85%
STANDARD PROCTOR, WHERE NECESSARY PROVIDE
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STABILIZER MAT PRIOR TO INSTALLING ANY FILL OR BASE
STAB
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ALL COMPACTING SHALL BE DONE BY MECHANICAL MEANS.
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LARGER AREAS SHALL USE SHEERS FOOT, VIBRATORY OR
RUBBER TIED ROLLERS, OF AT LEAST 5 TONS. SMALLER
AREAS SHALL BE COMPACTED BY POWER DRIVEN HAND
TO
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HELD TAMPERS. WATER TREATMENT MAY BE REQUIRED
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OBTAIN COMPACTION.
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GENERALNOTES
N-1.0
ANTENNA * TOWER CONSTRUCTION
I . TH15 SECTION INCLUDES THE INSTALLATION OF 51DE
ARMS, MICROWAVE DISH ANTENNAS, GALVANIZED
STEEL ANTENNA MOUNTS, AND WAVEGUIDE BRIDGE AS
SHOWN ON THESE DRAWINGS AND SPECIFICATIONS.
2. ANTENNA CONTRACTOR SHALL VERIFY ALL
REQUIREMENTS WITH CELL PROVIDERS
REPRESENTATIVE PRIOR TO STARTING CONSTRUCTION.
3. PROVIDE MATERIAL AND LABOR TO IN INSULATED
GROUND BAR AT EQUIPMENT CABINET. SEE
GROUNDING NOTES
4. ANTENNA CONTRACTOR SHALL PERFORM ALL
NECESSARY FIELD TEST, INCLUDING SWEEP TEST.
5. THE FOLLOWING REGULATOR AGENCIES APPLY TO TH15
SECTION
A. EIA ELECTRONIC INDUSTRIES ASSOCIATION
TIA/EIA-222-G STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWERS AND ANTENNA SUPPORT
STRUCTURES.
B. FAA FEDERAL AVIATION ADMINISTRATION ADVISORY
CIRCULAR AC 70 -7460 -IH. OBSTRUCTION MARKING
AND LIGHTING. IN ALL CASES PART 77.
C. FCC FEDERAL COMMUNICATIONS COMMISSION RULES
AND REGULATIONS FORM k 715, OBSTRUCTION
MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA
STRUCTURES AND FORM 715A. HIGH INTENSITY
OBSTRUCTIONS LIGHTING SPECIFICATIONS FOR
ANTENNA STRUCTURES. AND IN ALL CASES PART 17,
AND 22.
D. AI5C AMERICAN INSTITUTE OF STEEL CONSTRUCTION.
E. NEC NATIONAL ELECTRICAL CODE, FOR TOWER LIGHTING.
F. UL UNDERWRITERS LABORATORIES,
G. NFPA- 1 OI LIFE SAFETY CODE.
STRUCTURAL NOTES
1. ALL DESIGN AND CONSTRUCTION SHALL COMPLY WITH
THE INTERNATIONAL BUILDING CODE, CURRENT EDITION,
AND ANY STATE OR LOCAL CODES THAT APPLY. IF A
CONFLICT BETWEEN THE CODES THE M05T
RESTRICTIVE CODE APPLIES.
2. DO NOT SCALE DRAWINGS.
3. CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS
AND MOUNT DIMENSIONS PER MANUFACTURES
SPECIFICATIONS AND INSTALLATION DRAWINGS PRIOR
TO STARTING ANY CONSTRUCTION.
4. CONTRACTOR SHALL PROVIDE A MIN. OF TWO COPIES
OF ALL SHOP DRAWINGS TO THE ARCHITECT OR
ENGINEER FOR APPROVAL PRIOR TO STARTING ANY
INSTALLATION,
5 GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS,
ELEVATIONS, SECTIONS AND DETAIL BETWEEN THESE
DOCUMENTS AND THE MANUFACTURES SHOP
DRAWINGS AND NOTIFY THE ARCHITECT / ENGINEER OF
ANY DISCREPANCIES OR INCONSISTENCIES.
G. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ALL NECESSARY TEMPORARY BRACING, SHORING, OR
ANY OTHER MEANS TO AVOID EXCESSIVE STRESSES
AND TO HOLD STRUCTURAL ELEMENTS IN PLACE
DURING CONSTRUCTION.
7. CONTRACTOR SHALL VERIFY ALL SIZES, LOCATIONS AND
NUMBER OF FLOOR AND ROOF OPENINGS PRIOR TO
STARTING ANY WORK.
GENERAL CONTRACTOR NOTES
I . OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL
WORK PERFORMED ON THI5 PROJECT. DELIVER COPIES
OF ALL PERMITS TO T -MOBILE.
2. SCHEDULE AND ATTEND INSPECTIONS RELATED TO
ELECTRICAL WORK REQUIRED BY JURISDICTION HAVING
AUTHORITY. CORRECT AND PAY FOR ANY WORK
REQUIRED TO PA55 ANY FAILED INSPECTION.
3. PROVIDE TWO COPIES OF OPERATION AND
MAINTENANCE MANUALS IN THREE-RING BINDER.
4. FURNISH AND INSTALL THE COMPLETE ELECTRICAL
SYSTEM, FIBER SYSTEM, AND THE GROUNDING SYSTEM
AS SHOWN ON THESE DRAWINGS.
5. ALL WORK SHALL BE PERFORMED IN STRICT
ACCORDANCE WITH ALL APPLICABLE BUILDING CODES
AND LOCAL ORDINANCES. INSTALLED IN A NEAT MANNER
AND SHALL BE SUBJECT TO APPROVAL BY T -MOBILE.
G. CONDUCT A PRE -CONSTRUCTION SITE VI51T AND VERIFY
EXISTING 51TE CONDITIONS AFFECTING TH15 WORK.
REPORT ANY OMISSIONS OR DISCREPANCIES FOR
CLARIFICATION PRIOR TO THE START OF CONSTRUCTION.
7. PROTECT ADJACENT STRUCTURES AND FINISHES FROM
DAMAGE, REPAIR TO ORIGINAL CONDITION ANY
DAMAGED AREA.
8. REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT
REMOVED IN A TIMELY FASHION WILL BE REMOVED BY
OTHERS AND THE RESPONSIBLE SUBCONTRACTOR
SHALL BE CHARGED ACCORDINGLY. REMOVAL OF
DEBRIS SHALL BE COORDINATED WITH THE 517E OWNERS
REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM
THE PROPERTY AND DISPOSED OF LEGALLY. USE OF THE
PROPERTYS DUMP5TER IS PROHIBITED.
9. SHALL CONFIRM AVAILABLE CAPACITY AT EXISTING
UTILITY PEDESTAL AND ADVISE ENGINEER OF SERVICE
51ZE AND FAULT CURRENT LEVEL.
10. IF PEOE5TAL DOES NOT HAVE ADEQUATE CAPACITY,
CONTRACTOR SHALL SUBMIT C05T QUOTATION TO
UPGRADE. UPON APPROVAL OF SUBMITTED COST
QUOTATION, THE CONTRACTOR SHALL PROVIDE
PROPOSED SERVICE AND/ OR UPGRADE SERVICE.
FEEDERS AND EQUIPMENT/ ELECTRODE GROUNDING
CONDUCTORS 51ZE ACCORDINGLY.
1 1. SHALL VERIFY SEPARATION DIMENSION BETWEEN POWER
COMPANY ELECTRICAL CONDUITS AND LP GAS PIPES AS
PER UTILITY COMPANY. LOCAL CODES, NEC, NFPA, AND
GAS TANK MANUFACTURERS SPECIFICATION.
1 2. SHALL VERIFY THAT THE TOTAL NUMBER OF SERVICE
ENTRANCE DISCONNECTS IN THE EXISTING UTILITY
COMPANY PEDESTAL MUST NOT EXCEED SIX. If THE
PROPOSED SERVICE ADDED EXCEEDS TH15 VALUE,
CONTRACTOR MUST COORDINATE WITH THE UTILITY
COMPANY AND AUTHORITY HAVING JURISDICTION. THE
RUNNING OF AN ADDITIONAL EXCLUSIVE AND DEDICATED
SERVICE LATERAL SET FOR THE PROPOSED LOAD LOAD
ADDED TO THE COMPOUND AS PER NEC ARTICLE 230-2
(B).
13. THE EQUIPMENT/ PROTECTIONS MUST BE RATED FOR
STANDARD AIC RATE HIGHER THAN INCOMING
EQUIPMENT AND/ OR UTILITY COMPANY AIC RATE.
GENERAL
N-1.1
T - -Mobile
T -MOBLE
ELECTRICAL NOTES
191S.70OW
SALT LAKE Cm, UT U104
1 . REFERENCE T -MOBILE STANDARD CONSTRUCTION
SPECIFICATIONS FOR WIRELESS SITES FOR GENERAL
ELECTRICAL REQUIREMENTS.
2. WIRING SHALL BE AWG STRANDED COPPER WITH THHN
%4TM
OK EQUIVALENT INSULATION. H 12 MINIMUM INSTALLED
IN "MINIMUM CONDUIT. SIGNAL WIRING BE INSULATED
N22 AWG. NO BX OR ROMEX CABLE 15 PERMITTED.
CONDUITS SHALL BE SURFACE MOUNTED.
TRILEAF
3. WIRING DEVICES AND EQUIPMENT SHALL BE ULL15TED
ARCHITECTURE
SPECIFICATIONS GRADE.
& ENGINEERING
4. MATERIALS SHALL BE PROPOSED AND CONFORM TO THE
1821 WALDEN OFFICE SQUARE
APPLICABLE STANDARDS ESTABLISHED FOR EACH ITEM
SUITE 510
BY THE ORGANIZATIONS LISTED BELOW. -AMERICAN
SCHAUMBURG, IL 60173
SOCIETY FOR TESTING MATERIAL (ASTM) - UNDERWRITER
PHONE: (630) 2270202
LABORATORY (UL) - NATIONAL ELECTRICAL
FAX. (630) 2271212
MANUFACTURING ASSOCIATION (NEMA) - AMERICAN
LICENSED
STANDARDS ASSOCIATION (ASA) - NATIONAL FIRE
ARCHITECT
PROTECTION ASSOCIATION A550CIATION (NFPA).
AR 886007
5. INSTALLATION OF MATERIALS SHALL COMPLY WITH
REGULATIONS OF: -THE NATIONAL ELECTRIC CODE (NEPA)
70) - THE NATIONAL ELECTRICAL SAFETY CODE (AN51C-2)
- THE LIFE SAFETY CODE (NFPA 10 1) - LOCAL BUILDING
CODES.
G. THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED
U51NG LOCKOUTS AND BONDING NUTS ON CONDUITS
AND PROPERLY BONDED GROUND CONDUCTOR.
Jemes B. BBf6
RECEPTACLES AND EQUIPMENT BRANCH CIRCUITS SHALL
BE GROUNDED WITH A FULL-SIZE EQUIPMENT
STATE OF IDAHO
GROUNDING CONDUCTOR RUN IN THE CIRCUITS
CONDUIT.
7. OUTLET AND JUNCTION BOXES SHALL BE ZINC -COATED
S B A
OR CADMIUM PLATED STEEL NOT LE55 THAN 4" SQUARE
AND SUITABLE FOR THE TYPE SERVICE AND OUTLET.
SBASITE.COM
OUTLET AND JUNCTION BOXES SHALL BE SURFACE
SITE NAME:
MOUNTED AND LABELED WITH BRANCH CIRCUIT BREAKER
NUMBER.
REXBURG
8. LABEL ALL EQUIPMENT SERVED FROM T -MOBILE PANEL
BOARD WITH PHENOLIC LABELS SIZED IN RELATION TO
USAGE.
SBA SITE ID:
S. INDOOR CONDUCTORS SHALL BE INSTALLED IN EMT
ID10543-A-03
UNLESS NOTED OTHERWI5E.OUTDOOK CONDUCTORS
SHALL BE INSTALLED IN RIGID GALVANIZED STEEL UNLESS
SITE 10:
NOTED OTHERWISE. WHERE EMT 15 USED. IT SHALL BE
WITH ONLY LISTED COMPRESSION FITTINGS. NO 5ET
SL01408C
SCREW FITTINGS SHALL BE ALLOWED.
10. CONTRACTOR 15 TO PROVIDE AND INSTALL ENGRAVES
SITE ADDRESS:
LABEL ON THE T -MOBILE METER SOCKET ENCLOSURE.
1145 S. 2ND E.
1 1. CONTRACTOR 15 TO OBTAIN ALL PERMITS, PAY PERMITS
FEES, AND BE RESPONSIBLE FOR SCHEDULING
REXBURG, ID 83440
INSPECTIONS. THE CONTRACTOR IS TO OBTAIN LOCAL
POWER AND TELEPHONE COMPANY APPROVAL F
COORDINATE WITH UTILITY COMPANIES SERVICE
PROJECT NUMBER:
ENTRANCE REQUIREMENTS.
628063
GENERAL
N-1.1
• 1 .O + • -Mobile..
GENERAL CONTRACTOR WILL NOT START
CONSTRUCTION UNTIL AFTER THEY HAVE RECEIVED THE RMOWLE
1497 S. 70OW
PRE -CON PACKAGE AND HAVE A PRE -CON WALK WITH SALT LAKE CRY, UT 94104
• /� THE PROJECT MANAGER.
5 2. GENERAL CONTRACTOR TO HIRE PUBLIC 1 1) AND
a } PRIVATE LOCATING SERVICE IN ORDER TO LOCATE AND
/ PROTECT ALL SURFACE UTILITIES. J AD NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES.
Z �//�-- EXISTING 3. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED
O 1T GPA55 AREA AND OVERHEAD UTILITIES PRIOR TO EXCAVATION.
EXISTING
• GRASS AREA ® CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT rm
-4HIS OWN COST AND COORDINATE ANY REPAIRS WITH TRILEAF
rr, RESPECTIVE UTILITY COMPANY.
v 4. CONTRACTOR TO VERIFY ALL HEIGHTS AND
• AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION. ARCHITECTURE
CONTRACTOR SHALL NOTIFY T -MOBILE AND & ENGINEERING
• Vi ENGINEERING PROCEEDING, FIRM OF ANY DISCREPANCIES BEFORE
1821 WALDEN OFFICE SQUARE
5. CONTRACTOR SHALL RESTORE AND REPAIR ANY SUITESID
s T ®® SCHAUMB801]3 DAMAGED AREAS CAUSED BY CONSTRUCTION.
G. NO UPDATED SURVEY HAS BEEN PERFORMED PHONE: 1633010) 222727-0202
PROPERTY IMPROVEMENT DEPICTIONS ARE FAX: (630)227.1212
APPROXIMATE LOCATIONS LICENSED
ARCHITECT
AR 8801
JEFFERSON DR. - O O
EXISTING
GRA55 AREA
�� EXISTING
.. / GRA55 AREA
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•,.• pO James B. ears
���• EXISTING •1•,•• p STATE OF IDAHO
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EXISTINGREXBURG, ID 83440
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O0 628063
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GENERATOR ON
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(1) PROPOSED HYBRID
CABLE 'ROM EQUIPMENT
TO ANTENNA LOCATION -
EXISTING
T -MOBILE
ICE BRIDGE
57'-4"
—_X
X
_.'—X-- X
EXISTING
TOWER LEG (TYP.)
EXISTING SELF
SUPPORT TOWER
- EXISTING
GRAVELAREA
OCOMPOUND PLAN
NORTH
EXISTING CHAIN LINK
FENCE (T'P.) —
EXISTING UTILITY
H -FRAME —
SCALH
(OR)
NOTE:
TRILEAF WA5 UNABLE TO GAIN, ENTRY TO
T -MOBILE EQUIPMENT SHELTER DURING THE
TIME OF SITE VI51T
T • •Mobile
T�Mo91LE
1497 S. 70M
SALT LAKE CITY. UT 84104
`/,TN
TRILEAF
ARCHITECTURE
& ENGINEERING
1821 WALDEN OFFICE SQUARE
SUITE 510
SCHAUMBURG. IL 60173
PHONE: (630) 227-0202
FAX: (630) 227-1212
I l LICENSED
ARCHITECT
AR 888001
'Jaines B. Beers
STATE OF IDAHO
SBA®
SBASITE.COM
SITE NAME:
REXBURG
SBA SITE ID:
ID10543-A-03
SLO1408C
1145 S. 2ND E.
REXBURG, ID 83440
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+/- 13B -O"
TOP OF EXISTING TOWER A
+/- 130'-O"
CENTERLINE OF EXISTING OTHER
CARRIER ANTENNAS
+/- 124'-O"
CENTERLINE OF EXISTING EMPTY
ANTENNA PLATFORM
+/- I 101-01,
CENTERLINE OF EX15TING T -MOBILE
MICROWAVE DISH
T/GRADE
TOWER ELEVATION
(3) EXISTING AIR 21 B2A/B4P
ANTENNAS TO REMAIN
(TYP. I PER SECTOR)
(3) EXISTING AIR 21 52A/B4P
ANTENNAS TO REMAIN
(TYP. I PER SECTOR)
(3) PROPOSED T -MOBILE
AIR32 BGGAz/132a ANTENNA
(lYP. I PER SECTOR)
EXISTING OTHER CARRIER
ANTENNAS
EXISTING EMPTY ANTENNA FRAME
(1) PROPOSED HYBRID
CABLE FROM EQUIPMENT
TO ANTENNA LOCATION
EXISTING T -MOBILE
VHLP500- 1 1-2 MICROWAVE DISH
TO REMAIN
EXISTING SELF
SUPPORT TOWER
EXISTING T -MOBILE EQUIPMENT
INSIDE EXISTING SHELTER
EXISTING CHAIN LINK
FENCE (TYP.)
NOTE:
A STRUCTURAL EVALUATION OF THE TOWER
STRUCTURE HAS BEEN COMPLETED BY
TOWER ENGINEERING SOLUTIONS. SEE
STRUCTURAL ANALYSIS DATED 121141201 G.
THE MOUNTING AND LOCATION SHOWN IN
THE STRUCTURAL ANALY515 SHALL
SUPERSEDE THESE DRAWINGS
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(3) FUTURE T -MOBILE TMA5
(TYP. I PER SECTOR)
(3) EXISTING AIR 21 82N54P
ANTENNAS TO REMAIN
(TYP. I PER SECTOR)
EX15TI NG ANTENNA
FRAME
(3)PROP05ED AIP32
5GGAWI52a ANTENNA
(iYP. I PER SECTOR)
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T • -Mobile
T MOBILE
14978. 700W
SALT LAKE CII UT M104
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TRILEAF
ARCHITECTURE
& ENGINEERING
1821 WALDEN OFFICE SQUARE
SUITE 510
SCHAUMBURG, IL 60173
PHONE: (630) 227-0202
FAX: (630) 227-1212
AR 886001
'James B.
STATE OF
SBA®
SBASITE.COM
REXBURG
SITE ID:
ID10543-A-03
10:
SLO1408C
E ADDRESS:
1145 S. 2ND E.
REXBURG, ID 83440
628063
ITOWER ELEVATION & I
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(3) FUTURE T -MOBILE TMA5
(TYP. I PER SECTOR)
(3) EXISTING AIR 21 82N54P
ANTENNAS TO REMAIN
(TYP. I PER SECTOR)
EX15TI NG ANTENNA
FRAME
(3)PROP05ED AIP32
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T • -Mobile
T MOBILE
14978. 700W
SALT LAKE CII UT M104
`/,TM
TRILEAF
ARCHITECTURE
& ENGINEERING
1821 WALDEN OFFICE SQUARE
SUITE 510
SCHAUMBURG, IL 60173
PHONE: (630) 227-0202
FAX: (630) 227-1212
AR 886001
'James B.
STATE OF
SBA®
SBASITE.COM
REXBURG
SITE ID:
ID10543-A-03
10:
SLO1408C
E ADDRESS:
1145 S. 2ND E.
REXBURG, ID 83440
628063
ITOWER ELEVATION & I
ANTENNA LAYOUTS
A-1.0
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T -MOBILE
1497 S. 70M
SALT LAKE C", W 84104
`40.
TRILEAF
ARCHITECTURE
& ENGINEERING
1621 WALDEN OFFICE SQUARE
SUITE 510
SCHAUMBURG, IL 60173
PHONE: (630( 227-0202
FAX: (630) 227-1212
ARCHITECT
AR 086001
James B. Beers
STATE OF IDAHO
SBA®
SBASITE.COM
REXBURG
SITE ID:
ID10543-A-03
SLO1408C
1145 S. 2ND E.
REXBURG, ID 83440
PROJECT NUMBER.
628063
RFDS DIAGRAM
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12"
O
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ANTENNA
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ERICSSON AIR 32 B66Aa/B2a
ANTENNA DETAIL
FX15TING TOWER
HORIZONTAL MEMBER
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HYBRID CABLE
EXISTING
TRANSM155ION
CABLES
VALMONT 5TACKABLE
SNAP -IN HANGERS OR
APPROVED EQUAL
CABLE MOUNTING DETAIL
SCALE
NT.S.
PROPOSED ANTENNA AND CABLE SCHEDULE
MANUFACTURER:
EPIC55ON
MODEL:
AIR32
WEIGHT:
108.5 155.
DIMENSIONS:
54" X 1 2" X 8.G"
FREQUENCY:
REFER TO RF DATA
Al
SHEET
ERICSSON AIR 32 B66Aa/B2a
ANTENNA DETAIL
FX15TING TOWER
HORIZONTAL MEMBER
(I) PROPOSED
HYBRID CABLE
EXISTING
TRANSM155ION
CABLES
VALMONT 5TACKABLE
SNAP -IN HANGERS OR
APPROVED EQUAL
CABLE MOUNTING DETAIL
SCALE
NT.S.
PROPOSED ANTENNA AND CABLE SCHEDULE
SECTORPOSITION
AZIMUTH
RAD
CENTER
ELECTRICAL
TILT
MECHANICAL
TILT
TECHNOLOGY
ANTENNA MODEL
NUMBER
TMA/RRU TYPE
Al
340°
136'-0"
2
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GSM+U1900
AIR2182A/84P
-
ALPHA
A2
340"
136'-0"
3131313
0
L2100+11900
AIR32 B66Aa/B2a
-
A3
340'
136'-0"
2
0
-
FUTURE
FUTURETMA
81
100°
136'-0"
2
0
GSM+U1900
AIR21 B2A/B4P
-
BETA
B2
100°
136'.0"
31313/3
0
L2100+ L1900
AIR32 B66Aa1B2a
-
B3
100°
136'-0"
2
0
-
FUTURE
FUTURE TMA
C1
220°
136'-0"
4
0
GSM+U1900
AIR21 B2A/B4P
-
GAMMA
C2
220°
136'-0"
4141414
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L2100+ L1900
AIR32 B66Aa/B2a
-
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220'
136'-0"
3
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FUTURE
FUTURE TMA
ANTENNA SCHEDULE
T • •Mobile
T -MOBILE
169)S.70M
SALT UKE CRY, UT M106
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TRILEAF
ARCHITECTURE
& ENGINEERING
1621 WALDEN OFFICE SQUARE
SUITE 510
SCHAUMBURG, IL 60173
PHONE: 16301 227-D202
FAX: (630) 227-1212
ARCHITECT
AR 886001
�Jaises B. Beers
STATE OF IDAHO
SBA®
SBASITE.COM
E NAME:
REXBURG
SITE ID:
I D 10543-A-03
E ID:
SLO1408C
EADDRESS:
1145 S. 2ND E.
REXBURG, ID 83440
)JECT NUMBER:
628063
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GROUND ROD (fe" X I O' -O" LONG)
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GROUNDING NOTES
I . THE DETAILS SHOWN ARE GENERAL IN NATURE. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY
DUE TO SITE SPECIFIC CONDITIONS.
2. GROUNDING SYSTEM SHALL BE TESTED PER SPECIFICATIONS AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS.
3. GROUNDING PLAN WAS PREPARED PRIOR TO THE COMPLETION OF THE GEO-TECHNICAL REPORT AND TOWER
FOUNDATION DESIGN. THE LAYOUT AND RADIALS AND GROUNDING ROD ARE APPROX. IN NATURE AND MAY NEED TO
BE ADJUSTED IN THE FIELD.
4. GROUND RODS SHOULD NOT EXTEND THROUGH THE TOWER FOUNDATION OR OTHER STRUCTURAL ELEMENTS
WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR ENGINEER.
EXOTHERMIC CONNECTION NOTE5
I . ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL ELECTRICAL CODE.
2. ALL GROUNDING SHALL CONFORM WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. SEE GROUNDING
NOTES.
3. ALL WIRES AND CABLES FOR POWER AND LIGHTING SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT OR
FLEXIBLE LIQUID TIGHT CONDUIT AS INDICATED ON DRAWING,
4. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH COAX CABLE GROUNDING KITS AND INSTALL WEATHER
PROOFING KIT AT EACH CONNECTION.
5. GROUNDING CONDUCTORS ROUTE SHALL BE ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. EXCEPT
WERE NOTED OTHERWISE.
G. NOTIFY ALL LOCAL UTILITY COMPANIES PRIOR TO ANY INSTALLATION.
7. ALL "CADWELDS" ABOVE FINISHED GRADE SHALL BE PAINTED WITH CO -GALVANIZED ZINC ENRICHED PAINT TO
MATCH COLOR OBJECT BONDED TO.
T - -Mobile
T -MOBILE
W 1491 S. 70M
SALT LANE CRY, UT84104
TO FIAT STEEL SURFACE
OR HORIZONTAL PIPE HYPRE55 TYPE YGHC
TYPE HS
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TRILEAF
ARCHITECTURE
& ENGINEERING
1621 WALDEN OFFICE SQUARE
SUITE 510
SCHAUMBURG, IL 60173
0 PHONE: (630) 2270202
0 0 FAX: (630)227-1212
n LICENSED
89860
CABLE DOWN AT 45' TO ARCHITECT
THROUGH CABLE TO VERTICAL STEEL SURFACE FIELD FABRICATED GREEN AR BSSOO1
TOP OF GROUND ROD INCLUDING PIPE TYPE VS STRANDED INSULATED
TYPE GT TYPE 2-YA-2
James B. Beers
O � � � STATE OP IDAHO
SBA®
CABLE DOWN AT 45' TO TWO HOLE - LONG SBASITE.COM
SPLICE OF RANGE OF VERTICAL PIPES BARREL LENGTH TYPE SITE NAME:
HORIZONTAL CABLES TYPE V5 YA-2
REXBURG
EXOTHERMIC SBA SITE ID:
2 CONNECTION DETAILS ID10543-A-03
SITE ID:
SLO1408C
1/4"-20 HEX BOLT
SITEADDRESS:
1145 S. 2ND E.
2 -HOLE LUG —I/4" FLAT WASHER REXBURG, ID 33440
86 GROUND
PROJECT NUMBER:
628063
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ANTENNA GROUNDING DIAGRAM
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GROUND ROD (fe" X I O' -O" LONG)
® GROUND ROD W/ GROUND VAULT
—��— &2 AWG SOLID TINNED COPPER
GROUNDING NOTES
I . THE DETAILS SHOWN ARE GENERAL IN NATURE. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY
DUE TO SITE SPECIFIC CONDITIONS.
2. GROUNDING SYSTEM SHALL BE TESTED PER SPECIFICATIONS AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS.
3. GROUNDING PLAN WAS PREPARED PRIOR TO THE COMPLETION OF THE GEO-TECHNICAL REPORT AND TOWER
FOUNDATION DESIGN. THE LAYOUT AND RADIALS AND GROUNDING ROD ARE APPROX. IN NATURE AND MAY NEED TO
BE ADJUSTED IN THE FIELD.
4. GROUND RODS SHOULD NOT EXTEND THROUGH THE TOWER FOUNDATION OR OTHER STRUCTURAL ELEMENTS
WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR ENGINEER.
EXOTHERMIC CONNECTION NOTE5
I . ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL ELECTRICAL CODE.
2. ALL GROUNDING SHALL CONFORM WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. SEE GROUNDING
NOTES.
3. ALL WIRES AND CABLES FOR POWER AND LIGHTING SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT OR
FLEXIBLE LIQUID TIGHT CONDUIT AS INDICATED ON DRAWING,
4. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH COAX CABLE GROUNDING KITS AND INSTALL WEATHER
PROOFING KIT AT EACH CONNECTION.
5. GROUNDING CONDUCTORS ROUTE SHALL BE ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. EXCEPT
WERE NOTED OTHERWISE.
G. NOTIFY ALL LOCAL UTILITY COMPANIES PRIOR TO ANY INSTALLATION.
7. ALL "CADWELDS" ABOVE FINISHED GRADE SHALL BE PAINTED WITH CO -GALVANIZED ZINC ENRICHED PAINT TO
MATCH COLOR OBJECT BONDED TO.
T - -Mobile
T -MOBILE
W 1491 S. 70M
SALT LANE CRY, UT84104
TO FIAT STEEL SURFACE
OR HORIZONTAL PIPE HYPRE55 TYPE YGHC
TYPE HS
n1
TRILEAF
ARCHITECTURE
& ENGINEERING
1621 WALDEN OFFICE SQUARE
SUITE 510
SCHAUMBURG, IL 60173
0 PHONE: (630) 2270202
0 0 FAX: (630)227-1212
n LICENSED
89860
CABLE DOWN AT 45' TO ARCHITECT
THROUGH CABLE TO VERTICAL STEEL SURFACE FIELD FABRICATED GREEN AR BSSOO1
TOP OF GROUND ROD INCLUDING PIPE TYPE VS STRANDED INSULATED
TYPE GT TYPE 2-YA-2
James B. Beers
O � � � STATE OP IDAHO
SBA®
CABLE DOWN AT 45' TO TWO HOLE - LONG SBASITE.COM
SPLICE OF RANGE OF VERTICAL PIPES BARREL LENGTH TYPE SITE NAME:
HORIZONTAL CABLES TYPE V5 YA-2
REXBURG
EXOTHERMIC SBA SITE ID:
2 CONNECTION DETAILS ID10543-A-03
SITE ID:
SLO1408C
1/4"-20 HEX BOLT
SITEADDRESS:
1145 S. 2ND E.
2 -HOLE LUG —I/4" FLAT WASHER REXBURG, ID 33440
86 GROUND
PROJECT NUMBER:
628063
IX.
Ww we
0
PRIMARY GROUND BAR/
METAL ENCLOSURE w n
r =k
1/4" EXT. TOOTH j zo o i
LOCKWASHER
K
w 3
ooh w3�,
V U O G <2
1/4"-20 HEX NUT 4 0z
IN5TALLATION NOTES E z_ w O gz
W���Og<
I . SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF 2
EXPOSED THREADS a D jz
y� �k
2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE
AREA Of LUG CONTACT w i
r
3. APPLY ANTI -OXIDANT COMPOUND TO MATING SURFACE o § �
OF LUG AND WIPE CLEAN EXCESS COMPOUND
wP,
4. USE SOLID COPPER WIRE AND MECHANICAL 2 -HOLE LUG ry 0 d E
FOR ALL EXTERIOR GROUNDING z
SHEET DESMPTON
GROUNDI
PRIMARY GROUND BAR DETAIL DIAGRAM &NGES
3 SXEETNUMICH
G_1 Q SCALE G-1.0
NTS.