New Cingular Wireless PCS, LLC -Amended and Restated Lease AgreementCopyrighted
April 6, 2020
City of Dubuque Consent Items # 19.
ITEM TITLE: New Cingular Wireless PCS, LLC -Amended and
Restated Lease Agreement
SUMMARY: City Manager recommending that the City Council set a
public hearing for April 20, 2020, to consider approval of an
Amended and Restated Lease Agreement between the
City of Dubuque and Cingular Wireless PCS, LLC (AT&T
Mobility) for space on the ground and water tower at the
City's College Street Water Tower adjacent to Finley
Hospital.
SUGGESTED DISPOSITION:
RESOLUTION Intent to dispose of an interest in real
property owned by the City of Dubuque by Lease between
the City of Dubuque, Iowa and New Cingular Wireless
PCS, LLC
Suggested Disposition: Receive and File; Adopt
Resolution(s), Set Public Hearing for April 20, 2020
ATTACHMENTS:
Description Type
Cingular Wireless PCS Amended and Restated Lease, City Manager Memo
MVM
Staff Memo Staff Memo
Exhibit B Supporting Documentation
Resolution Resolutions
Masterpiece on the Mississippi
Dubuque
bitil
All-A.aia City
111111
2007.2012.2013
2017*2019
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: New Cingular Wireless PCS, LLC - Amended and Restated Lease
Agreement
DATE: April 1, 2020
Project Manager Steve Sampson Brown requests the City Council set a public hearing
for April 20, 2020, to consider approval of an Amended and Restated Lease Agreement
between the City of Dubuque and Cingular Wireless PCS, LLC (AT&T Mobility) for
space on the ground and water tower at the City's College Street Water Tower adjacent
to Finley Hospital.
The proposed lease agreement is for an initial term of five years with three additional
five-year extensions available (for a total of 20 years). AT&T Mobility will pay $20,000
dollars in lease payments per year during the first 5-year period. If AT&T exercises a
5-year extension, the rent will increase by 12.5% on the first day of the new term and
remain constant through the 5-year extension period. The 12.5% rent increase will
apply to each enacted 5-year extension period.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
Mic ael C. Van Milligen
MCVM:jh
Attachment
cc: Crenna Brumwell, City Attorney
Teri Goodmann, Assistant City Manager
Cori Burbach, Assistant City Manager
Steve Sampson Brown, Project Manager
Gus Psihoyos, City Engineer
Masterpiece on the Mississippi
Dubuque
AIFAmerica City
SAP NAL. nk ii
111111
2007+2012*2013
2017*2019
TO: Michael Van Milligen, City Manager
FROM: Steve Sampson Brown, Project Manager
SUBJECT: New Cingular Wireless PCS, LLC - Amended and Restated
Lease Agreement
DATE: March 31, 2020
INTRODUCTION
This memo is to request that a public hearing be set to consider the approval of an
amended and restated lease agreement between the City of Dubuque and Cingular
Wireless PCS, LLC (AT&T Mobility)
BACKGROUND
AT&T Mobility currently leases space on the ground and water tower at the City's
College Street Water Tower adjacent to Finely Hospital. AT&T Mobility is one of several
mobile carriers operating out of this location and has had an existing agreement with the
City of Dubuque since May 2001. The existing agreement is for a total term of 25 years
and is set to expire in May of 2026.
DISCUSSION
Over the past year AT&T Mobility initiated conversations with city staff and expressed
an interest in being able to retain its cellular facilities at this location over the long term.
The City's broadband collaboration team whose members include Information Services
Manager Chris Kohlmann, Senior Counsel Barry Lindahl, Civil Engineer Dave Ness,
Sustainable Innovation Consultant Dave Lyons of GDDC, and Project Manager Steve
Sampson Brown worked with AT&T Mobility to draft the attached lease agreement for
consideration.
The agreement provides for an initial 5-year term commencing on June 14, 2020 and
provides for 3, 5-year automatic extensions unless AT&T Mobility provides cancellation
notice to the City not less than 90 days prior to the end of the current term. The annual
rent for the first 5-year term is set at $20,000 per year. The annual rent will increase
12.5% at the beginning of each 5-year extension. AT&T Mobility will pay for all taxes
and utilities during the term of this agreement. Other parts of this lease follow the City
of Dubuque standard terms and conditions.
Page 1 of 2
RECOMMENDATION
It is recommended that a public hearing on the proposed Amended and Restated Lease
Agreement between the City of Dubuque and New Cingular Wireless PCS, LLC be
scheduled through adoption of the enclosed resolution so that the agreement may be
considered for approval.
BUDGET IMPACT
The proposed lease agreement is for an initial term of five years with three additional
five-year extensions available (for a total of 20 years). AT&T Mobility will pay $20,000
dollars in lease payments per year during the first 5-year period. If AT&T exercises a 5-
year extension the rent will increase by 12.5% on the first day of the new term and
remain constant through the 5-year extension period. The 12.5% rent increase will
apply to each enacted 5-year extension period.
ACTION STEP
It is respectfully requested that a public hearing on the proposed Amended and
Restated Lease Agreement between the City of Dubuque and New Cingular Wireless
PCS, LLC be scheduled through adoption of the enclosed resolution.
Attachment(s)
SSB\ssb
cc: Gus Psihoyos — City Engineer
Denise Ihrig — Water Department Manager
Page 2 of 2
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PATRICKAJU DAVIS, P.E (DATE)
LICENSE NUMBER 23688
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IA THIRDDDOSTREET
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SITE NAME: DUBUQUE WATER TANK
AT&T SITE ID IAL03284
FA NUMBER: 10082567
PACE NUMBER: MRUMWO15919
PTN NUMBER: 3529A0816E
USID NUMBER: 37240
LATITUDE (NAD 83): 42' 29' 45.89" N
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LONGITUDE (NAD 83): 90' 41' 6.29" W
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GROUND ELEVATION: 884' AMSL
ZONING DISTRICT: NA
TOWER OWNER: CITY OF DUBUQUE
50 W. 13TH STREET
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OWNER SITE NAME: NA
OWNER SITE NUMBER: NA
LANDLORD CONTACT: BOB GREEN
952-589-4291
BGREEN®CITYOFDUBUQUE.ORG
GROUND OWNER: CITY OF DUBUQUE
OCCUPANCY GROUP: U
CONSTRUCTION TYPE: V-B
AT&T PROJECT MANAGER: MICHAEL VANSTEEL
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B&V PROJECT MANAGER: SARAN ARROYO
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B&V SITE ACQUISITION MANAGER: KATE HUNTER
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B&V CONSTRUCTION MANAGER: KESSJUSTILERJJ®OVERLANDCONTRACTING.COM
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PART 1 - GENERAL
CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION
AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.
1.1 REFERENCES:
A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION -CURRENT EDITION).
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).
C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).
1.2 INSPECTION AND TESTING:
A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY
CONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE CONTRACTOR.
B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT
THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE
WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS
OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT.
1.3 SITE MAINTENANCE AND PROTECTION:
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF
THE SUBCONTRACT.
B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED
TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR
REMOVAL FROM BEING DAMAGED BY THE WORK.
C. KEEP SITE FREE OF ALL PONDING WATER.
D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS.
E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES
NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION.
REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK.
F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER
OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE
TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.
1. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED
BEFORE INTERRUPTING ANY UTILITY SERVICE.
PART 2 - PRODUCTS
2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IV) FREE FROM FROZEN LUMPS, REFUSE, STONES OR
ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC
MATERIAL UNSUITABLE FOR BACKFILL.
2.2 NON -POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE
AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY
DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE FREE
FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER
MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR USE
AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED.
2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL -GRADED SAND MEETING THE GRADATION REQUIREMENTS OF
ASTM D2487 (SE OR SW-SM).
2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940.
2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING
REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS
OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE CONSTRUCTION MANAGER. TYPICALLY
THESE WILL BE SOILS CLASSIFIED BY ASTM AS: PT, MH, CH, OH, ML, AND OL.
2.8 GEOTEXTI LE FABRIC: MIRAFI 500X OR ENGINEER APPROVED EQUAL.
2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY
MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A MINIMUM
THICKNESS OF 0.004 INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND
MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A
METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN
A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL
BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES.
PART 3 - EXECUTION
3.1 GENERAL:
A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL
MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE
EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME.
3.2
B.
c.
PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY
THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND
LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT
INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY
OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS.
C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON
TOP SOIL STABILIZER FABRIC.
D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO
THEIR ORIGINAL CONDITION.
SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED 3.7 ASPHALT PAVING ROAD:
AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF -SITE IN A LEGAL MANNER.
BACKFILL:
A.
B.
KANSAS:
A. DIVISION 600 - KDOT FLEXIBLE PAVEMENT.
AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING MISSOURI
EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST -IN -PLACE CONCRETE, BACKFILL THE
EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE.
1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE
EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.
2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL
MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE
THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL
SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED.
3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE
SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION
REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE
CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND
DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION
REQUIREMENTS.
THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY
DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
3.3 TRENCH EXCAVATION:
A.
B.
C.
UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS
DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO
PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.
EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST
CONDUIT.
WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, BACKFILL AT THE
REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND
BACKFILL WITH GRANULAR BEDDING MATERIAL.
3.4 TRENCH BACKFILL:
A.
B.
C.
D.
E.
F.
G.
PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY
REQUIREMENTS.
NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.
CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE
ACCEPTANCE TESTING.
PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH
UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO
SPACE AROUND CONDUITS.
PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.
ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN
8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE.
COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING
UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95
PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
3.5 AGGREGATE ACCESS ROAD:
A.
B.
C.
B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, D.
ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.
C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH
AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE
AREA TO BE CLEARED.
1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL
GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR
PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO
LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS
THEREBY EXPOSED.
2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE
DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS.
3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM
CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL.
E.
3.6 FINI
A.
A. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM B.
CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.
CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND GRADES INDICATED ON
THE DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF -ROLL. ALL HOLES, RUTS, SOFT PLACES
AND OTHER DEFECTS SHALL BE CORRECTED.
THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY
DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D 1557.
AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTEXTILE FABRIC (MIRAFI 500Xi) SHALL BE
INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY
ALONG THE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE
ROLL IN A SINGLE OPERATION, ROLLING OUT AS SMOOTHLY AS POSSIBLE.
1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERLINE AND AT LOCATIONS
BEYOND THE ROADWAY SURFACE WIDTH (I.E. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL
OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS
SHALL BE A MINIMUM OF 3 FEET WIDE.
2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A ROLL SHALL OVERLAP
IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TOP) AND SHALL HAVE A
MINIMUM LENGTH OF 3 FEET.
3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 INCHES LONG TO
INSURE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT 25 FOOT
CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET.
THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4
INCH (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE
END -DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED
AGGREGATE. THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO
COMPACTION. AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE
AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE
FABRIC.
THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM
DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D 1557 WITH A TAMPING ROLLER, OR
WITH A PNEUMATIC -TIRED ROLLER, OR WITH A VIBRATORY MACHINE OR ANY COMBINATION OF THE ABOVE.
THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE -WHEEL OR TANDEM ROLLER.
SH GRADING:
PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN
SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE
COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.
UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF
FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS.
A. SECTION 403 - MODOT ASPHALT CONCRETE PAVEMENT.
COLORADO
A. DIVISION 400 - CDOT PAVEMENT
MINNESOTA:
A. SECTION 2321 - MN/DOT ROAD -MIXED BITUMINOUS SURFACE.
B. SECTION 2360 - MN/DOT PLANT MIXED ASPHALT PAVEMENT.
IOWA:
A. IOWA DOT CHAPTER 8 - HOT MIX ASPHALT (HMA) PAVEMENT, BASES, AND SUBBASES.
NEBRASKA:
A. DIVISION 500 - BITUMINOUS PAVEMENT.
WISCONSIN:
A. SECTION 460 - WISDOT HOT MIX ASPHALT PAVEMENT.
ILLINOIS:
A. ILLINOIS DOT SECTION 403 - BITUMINOUS SURFACE TREATMENT.
B. ILLINOIS DOT SECTION 406 - BITUMINOUS CONCRETE BINDER AND SURFACE COURSE CLASS I.
AT&T
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
e-
BLACK & VEATCH
BLACK & VEATCH CORPORATION
7760 FRANCE AVENUE SOUTH
SUITE 1200
BLOOMINGTON, MN 55435
PROJECT NO: 129041.9309
DRAWN BY:
YJG
CHECKED BY:
TMD
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
W•
0 •
PATRICK J.
DAVIS
23688
10/11 1O1W A111 •
'F/10/2077
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
/
SHEET TITLE
SITE WORK AND
DRAINAGE NOTES
SHEET NUMBER
C-3
SITE WORK AND DRAINAGE NOTES
THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE
SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT.
CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE
A FUNCTIONAL SITE.
THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING:
PROPOSED -TOWER:
REMOVE (3) EXISTING AWS RRH UNITS
INSTALL
INSTALL (3) ALCATEL-LUCENT AWS 866 RRH UNITS (2C BWE LTE)
INSTALL(3)OUTDOOR:
INSTALL BREAKERS IN EXISTING DC POWER PLANT CABINET
I
r
AT&Tot
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
,_
IIIIIII
TO BE
(9) EXISTING AT&T ANTENNAS TO REMAIN MOVED
(3) EXISTING AT&T RRH UNITS TO REMAIN
(6) EXISTING AT&T TMA UNITS TO REMAIN
(3) EXISTING AT&T SURGE UNITS TO REMAIN
(1) EXISTING AT&T FIBER & DC DISTRIBUTION UNIT TO REMAIN
RAD CENTER 0 112'-0" AGL
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EXISTING CHAIN
BLACK & VEATCH
8760 FRANCECK 8c CAVENUESOUTHH
SUITE 1200
B6L000 NGTON, MN 55435
EXISTING EQUIPMENT SHELTER
(OTHER CARRIER) (TYP)
10/
LINK FENCE
EXISTING PROPANE
PROJECT NO: 129041.9309
AT&T TO VERIFY
REQUIRED CONCRETE
PAD EQUIPMENT.
DRAWN BY: YJG
TANK ON
CONCRETE PAD
CHECKED BY: TMD
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0
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
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1. FENCE NOT ENTIRELY SHOWN FOR CLARITY.
2. WHEN STACKING CABLES 3 OR MORE DEEP, USE
STACKABLE SNAP -INS, TALLEY PART NUMBER
SSH-158-3 (OR ENGINEER APPROVED EQUAL)
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IT IS A VIOLATION OF LAW FOR ANY PERSON.
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TO ALTER THIS DOCUMENT.
w
O
d EXISTING AT&T GPS
o ANTENNA (TYP)
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,
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�EQUIPMENr oN
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EXISTING CHAIN
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
NOT USED
EXISTING EQUIPMENT SHELTER
(OTHER CARRIER) (TYP)
411
LINK FENCE
EXISTING PROPANE
THE EXISTING BUILDING IS CURRENTLY BEING ANALYZED BY
OTHERS TO DETERMINE ITS STRUCTURAL CAPACITY TO CARRY
THE PROPOSED LOADS. THESE DRAWINGS HAVE BEEN CREATED
BASED ON THE ASSUMPTION THAT THE STRUCTURAL ANALYSIS
WILL SHOW THAT THE BUILDING HAS SUFFICIENT CAPACITY TO
SUPPORT THE PROPOSED NEW LOADS. INSTALLATION OF THE
PROPOSED EQUIPMENT SHALL NOT COMMENCE UNTIL AN
APPROVED STRUCTURAL ANALYSIS HAS BEEN RECEIVED BY THE
OWNER OR AT&T AND HAS BEEN REVIEWED BY BLACK &
VEATCH. CONTRACTOR SHALL REFERENCE THE TOWER
STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON
CABLE DISTRIBUTION/ROUTING.
01:
TANK ON
CONCRETE PAD
SHEET TITLE 1
WATER TOWER
ELEVATIONS
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PROPOSED TOWER EAST ELEVATION
2
3/32"=1'-0"
(1) EXISTING FIBER & DC
DISTRIBUTION UNIT TO REMAIN
(1) EXISTING ANTENNA AND
(1) EXISTING RRH UNIT TO
REMAIN (TYP OF 3)
Al (1) EXISTING RRH UNIT TO
BE REMOVED (TYP OF 3)
AZIMUTH
15' A2
AZIMUTH
(1C/2C LTE) A4
ilk AZIMUTH
'r► ' 15'
NOTES
AT&T
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
(1) EXISTING FIBER & DC
1. ALL CONNECTIONS FOR HANGERS, SUPPORTS, DISTRIBUTION UNIT
BRACING, ETC. SHALL BE INSTALLED PER TOWER
MANUFACTURER'S STANDARD DETAILS.
2. SEE ANTENNA & TRANSMISSION CABLE REQUIREMENTS
ON SHEET T-3 FOR ANTENNA POSITION.
(1) EXISTING ANTENNA AND
(1) EXISTING RRH UNIT
(TYP OF 3)
Al (1) PROPOSED RRH UNIT
AZIMUTH A2 MOUNTED ON EXISTING PIPE
15' AZIMUTH MAST (TYP OF 3)
(UMTS) 15'
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. ' AZIMUTH W
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8
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EXISTING HANDRAIL
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EXISTING WATER TOWER
BLACK
BLACK & VEATCH
7760 FRANCE
SUITE
BLOOMINGTON,
ilf
&VEATCH
CORPORATION
AVENUE SOUTH
1200
MN 55435
/
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EXISTING WATER TOWER
PROJECT NO: 129041.9309TMD
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135'
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DRAWNCHECKED BY: YJG
BY:
0
04/OB/17
ISSUED FOR CONSTRUCTION
G4� s
AZIMUTH - '�•
255° ♦.
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255'
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255'
(GSM)
AZIMUTH i�
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AZIMUTHslit
255�... �`
(UMTS)
62
AZIMUTH
35'
(1C/2C BWE LTE)
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(GSM)
REV
DATE
DESCRIPTION
/
11 1111111111�1j
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(1) EXISTING ANTENNA AND
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90°
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS ACTING UNDER I N
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
SHEET TITLE
ANTENNA
CONFIGURATION
SHEET NUMBER
T-2
EXISTING ANTENNA ORIENTATION DIAGRAM 1
NO SCALE
1
PROPOSED ANTENNA ORIENTATION DIAGRAM
NO SCALE
2
EXISTING ANTENNA AND TRANSMISSION EQUIPMENT REQUIREMENTS (VERIFY WITH LATEST RFDS)
SECTOR
RAD CENTER
POSITION
ANTENNA TILT
AZIMUTH
ANTENNA MODEL
TECHNOLOGY
RRH / TMA
SURGE & DISTRIBUTION
MECH
ELEC
MODEL
CABLE
(QTY) TYPES
A
112'
1
15'
KATHREIN 742215
UMTS
DUAL BAND TMA
(3) RAYCAP
DC2-48-60-0-9E
FC112-PCRAYCAP OE
(6) 1-5/8" COAX
(2) 3-PAIR DC POWER
(1) 18-PAIR FIBER
2
15'
ANDREW SBNHH-1D65B
1C LTE
2C LTE
700 RRH
AWS RRH
3
4
15'
KATHREIN 742215
GSM
DUAL BAND TMA
B
112'
1
135'
KATHREIN 742215
UMTS
DUAL BAND TMA
2
135'
ANDREW SBNHH-1D65B
1C LTE
2C LTE
700 RRH
AWS RRH
3
4
135'
KATHREIN 742215
GSM
DUAL BAND TMA
G
112'
1
255'
KATHREIN 742215
UMTS
DUAL BAND TMA
2
255'
ANDREW SBNHH-1D65B
1C LTE
2C LTE
700 RRH
AWS RRH
3
4
255'
KATHREIN 742215
GSM
DUAL BAND TMA
FINAL ANTENNA AND TRANSMISSION EQUIPMENT REQUIREMENTS (VERIFY WITH LATEST RFDS)
SECTOR
RAD CENTER
POSITION
ANTENNA TILT
AZIMUTH
ANTENNA MODEL
TECHNOLOGY
RRH / TMA
SURGE & DISTRIBUTION
MECH
ELEC
MODEL
CABLE
(QTY) TYPES
A
112'
1
15'
KATHREIN 742215
UMTS
DUAL BAND TMA
(3) RAYCAP
DC2-48-60-0-9E
(1) RAYCAP
FC12-PC6-10E
(6) 1-5/8" COAX
(2) 3-PAIR DC POWER
(1) 18-PAIR FIBER
2
15'
ANDREW SBNHH-1D65B
1C LTE
2C BWE LTE
700 RRH
AWS B66 RRH
3
4
15'
KATHREIN 742215
GSM
DUAL BAND TMA
B
112'2C
1
135'
KATHREIN 742215
UMTS
DUAL BAND TMA
2
135'
ANDREW SBNHH-1D658
1C LTE
BWE LTE
700 RRH
AWS B66 RRH
3
4
135'
KATHREIN 742215
GSM
DUAL BAND TMA
G
112'
1
255'
KATHREIN 742215
UMTS
DUAL BAND TMA
2
255'
ANDREW SBNHH-1D656
1C LTE
2C BWE LTE
700 RRH
AWS B66 RRH
3
4
255'
KATHREIN 742215
GSM
DUAL BAND TMA
1. CONTRACTOR IS TO REFER TO AT&T'S MOST CURRENT RADIO
FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO USE ROSENBERGER FIBER LINE HANGER
COMPONENTS (OR ENGINEER APPROVED EQUAL).
NOTES
AT&T
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
e
BLACK & VEATCH
BLACK & VEATCH CORPORATION
7760 FRANCE AVENUE SOUTH
SUITE 1200
BLOOMINGTON, MN 55435
PROJECT NO: 129041.9309
DRAWN BY:
YJG
CHECKED BY:
TMD
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
PATRICK J.
DAVIS
23688
10/1 IO'W A`oo
'F/10/2077
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
SHEET TITLE
ANTENNA AND RRH
REQUIREMENTS
SHEET NUMBER
ANTENNA AND RRH REQUIREMENTS
1
T-3
NOTE:
ANTENNA NOT SHOWN FOR
CLARITY
ottik.
PROPOSED
MOUNTING PLATE
PROPOSED PIPE MOUNT
BRACKET (TYP OF 2)
EXISTING ANTENNA
MOUNTING PIPE
AT&T
MOBILITY
901 MARQUEAVENUE MINNEAPOLIS,
MN 55402
BLACK
BLACK & VEATCH
7760 FRANCE
SUITE
BLOOMINGTON,
if
�/
& VEATCH
CORPORATION
AVENUE SOUTH
1200
MN 55435
RRH MOUNTING PLATE DETAIL
NO SCALE
1
NOT USED
NO SCALE
2
NOT USED
NO SCALE
3
PROJECT NO: 129041.9309
DRAWN BY: YJG
CHECKED BY: TMD
0
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
J
` \111111111///jNOFESSIO<.Qq,:,`FO /\ZPATRICK J. Q=
=w; DAVIS - Z 7
•
7. =� 236ss : m
NOT USED
No SCALE
4
NOT USED
No SCALE
5
NOT USED
NO SCALE
g
'//,* 70WP•
,,�X inl1IIIuuk,'
4f/70/2077
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
SHEET TITLE
TOWER EQUIPMENT
DETAILS
r 1 SHEET NUMBER
T-4
NOT USED 1
NO SCALE
7
NOT USED 1
NO SCALE
8
NOT USED
NO SCALE
9
PART 1 - GENERAL
3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF
WELD, AND METHODS USED IN CORRECTING WELDED WORK.
1.1 SCOPE:
A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS SHOWN ON THE
DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS.
1.2 REFERENCES:
A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION (13TH
EDITION), ALLOWABLE STRESS DESIGN (ASD).
B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM).
ASTM A36: STRUCTURAL STEEL
ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC -COATED WELDED AND SEAMLESS.
ASTM A108: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY.
ASTM A123: ZINC (HOT -DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS.
ASTM A307: CARBON STEEL BOLTS AND STUDS, 60,000 PSI TENSILE STRENGTH.
ASTM A325: HIGH -STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS.
ASTM A490: HEAT -TREATED, STRUCTURAL STEEL BOLTS, 150 (KSI) (1035MPA) TENSILE STRENGTH.
ASTM A500: COLD -FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS
AND SHAPES.
ASTM A563: CARBON AND ALLOY STEEL NUTS.
ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL.
ASTM F436: HARDENED STEEL WASHERS.
ASTM F959: COMPRESSIBLE -WASHER -TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL
FASTENERS.
C. AMERICAN WELDING SOCIETY (AWS):
AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES.
AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES.
AWS D1.1: STRUCTURAL WELDING CODE - STEEL.
D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS
USING ASTM A325 BOLTS OR ASTM A490 BOLTS" AS ENDORSED BY AISC.
E. STEEL STRUCTURES PAINTING COUNCIL (SSPC):
SSPC-SP3: POWER TOOL CLEANING.
SSPC-PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT.
1.3 SUBMITTALS:
A. SUBMIT THE FOLLOWING FOR APPROVAL:
1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS,
AND ALL TOP STEEL ELEVATIONS.
B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1.
PART 2 - PRODUCTS
2.1 STRUCTURAL STEEL:
A. SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A36 AND ASTM A992.
B. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFORM TO
ASTM A53, TYPE E OR S, GRADE B.
2.2 ANCHOR BOLTS:
A. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS.
2.3 BOLTS:
A. COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE
COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER.
B. HIGH STRENGTH BOLT SHALL CONFORM TO ASTM A325, ONE HIGH STRENGTH BOLT ASSEMBLY SHALL
CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, A HARDENED WASHER CONFIRMING
WITH ASTM F436 AND A DIRECT TENSION INDICATOR CONFORMING WITH STM F959. THE HARDENED
WASHER SHALL BE INSTALLED AGAINST THE ELEMENT TURNED IN TIGHTENING.UNLESS NOTED
OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS.
2.4 WELDING ELECTRODES:
A. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE
COMPATIBLE WITH THE WELDING PROCESS SELECTED.
2.5 PRIMER:
A. PRIMER SHALL BE RED OXIDE -CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO.
11.
PART 3 - EXECUTION
3.1 FABRICATION:
A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN.
1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATION, AND AS
INDICATED ON THE APPROVED SHOP DRAWINGS.
2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM.
3. PROPERLY MARK AND MATCH -MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO
LOCATION FOR WHICH INTENDED.
4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD
HANDLING OF MATERIALS.
5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS,
BEFORE START OF FINISHING OPERATIONS.
6. PROVIDE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM MARKINGS,
BURNS, AND OTHER DEFECTS.
B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN:
1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION.
USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE.
2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC "SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS."
4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT -UP OF WELDED
CONNECTIONS.
5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4
OF THE AISC-ASD SPECIFICATION.
6. GUSSET AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMUM.
3.2 PRIMING:
A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE
DRAWINGS.
B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFORM TO SSPC-SP3, "POWER TOOL CLEANING."
C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD
PRACTICE AS INCLUDED IN THE ASD MANUAL OF STEEL CONSTRUCTION.
D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE, MANUFACTURER'S POT -LIFE
REQUIREMENTS SHALL BE STRICTLY ADHERED TO.
E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS
IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE
MANUFACTURER PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50
DEGREES F. THE RELATIVE HUMIDITY' IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS
LESS THAN 5 DEGREES F ABOVE THE DEW POINT.
F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE
RESTRICTED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN.
G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY OR
OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED
AND THE AREA RE -COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT
HEADS, CORNERS, EDGES, ETC., TO OBTAIN THE REQUIRED NOMINAL FILM THICKNESS.
H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILS.
I. IF THE PRIMER IS DAMAGED BY WELDING OR PHYSICAL ABUSE, THE AREA SHALL BE TOUCHED -UP
AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE APPLIED PRIMER WITH MINIMUM
DRY FILM THICKNESS OF 1.5 MILS.
3.3 INSTALLATION:
A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE."
B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC
PROCESS. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1.
C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO
ELEVATOR SHAFT WALLS AND OTHER IN -PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES
NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS.
D.
E.
SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS.
ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN WRITING BY THE PROJECT STRUCTURAL
ENGINEER.
F. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR
IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE
IN PLACE AND THE FINAL CONNECTIONS HAVE BEEN MADE.
G. ALIGN AND ADJUST MEMBERS, AND OTHER SURFACES WHICH WILL BE IN PERMANENT CONTACT,
BEFORE ASSEMBLY.
H. HIGH -STRENGTH BOLTS AS A MINIMUM, SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS
DEFINED IN THE LATEST AISC SPECIFICATION. ALL HIGH -STRENGTH BOLTS SPECIFIED ON THE DESIGN
DRAWINGS TO BE USED IN PRETENSIONED OR SLIP -CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT
TENSION NOT LESS THAN THAT GIVEN IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE
FOLLOWING METHODS: TURN -OF NUT METHOD, A DIRECT -TENSION -INDICATOR, TWIST -OFF -TYPE
TENSION -CONTROL BOLT, CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT.
AT&T
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
e-
BLACK & VEATCH
BLACK & VEATCH CORPORATION
7760 FRANCE AVENUE SOUTH
SUITE 1200
BLOOMINGTON, MN 55435
PROJECT NO: 129041.9309
DRAWN BY:
YJG
CHECKED BY:
TMD
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
Q
W•
0 •
PATRICK J.
DAVIS
23688
10/1 IO'W A711 •
'F/10/2077
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
SHEET TITLE
TOWER SECTION
NOTES
SHEET NUMBER
TOWER SECTION NOTES
T-5
` EXOTHERMIC CONNECTION III-
• MECHANICAL CONNECTION III
-e GROUND ROD
TEST GROUND ROD WITH
INSPECTION SLEEVE
AT&T
MOBILITY
901 MARQUETTE AVENUE
MNNEAPOLIS, MN 55402
LEGEND
1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. FOR GROUNDING DETAILS SEE DRAWINGS E-2 THROUGH
E-2.1.
2. CONTRACTCOMPLIA COERWI H NECRSECTIONL250 ANDET&TSGROUNDING A �AND TBONDI GRREQUIREMENTSL BE IN
OTT-TP-76416) AND MANUFACTURER'S SPECIFICATIONS.
3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED.
4. FOR ALCATEL-LUCENT 850 AND 1900 RRH's, TWO GROUNDS ARE REQUIRED (TOP AND BOTTOM).
NOTES
RRH
RRH
RRH
e—
OA EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30
_
INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24
INCHES FROM THE EXTERIOR WALL OR FOOTING. (ATT-TP-76416 2.2.3.5/7.5.1)
OB TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN
3¢
N
-lk
T T
3¢
N
ik
o
Q
a
�G
ANTENNA TOWER'S LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN
PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS SHALL BE MADE
BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM
USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. (ATT-TP-76416 7.5.1)
OC INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR
BLACK & VEATCH
BLACK & VEATCH CORPORATION
7760 PRANCE AVSOUTH
SUITE 12NUE 00
BLOOMINGTON, MN 55435
`
EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA. ALL
NON -TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE
GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN INSULATED
CONDUCTOR. (ATT-TP-76416 7.6.4)
O BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS
•
ANTENNA
GROUND BAR
M
•
ANTENNA
GROUND BAR
•
ANTENNA
GROUND BAR
AWG
a
#2
a
a
•
TOWER TOP COLLECTOR
PROJECT NO: 129041.9309
SHALL BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED
AT THE CORNERS OF THE BUILDING.
(ATT-TP-76416 7.5.2.2)
OE GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 5/8" DIAMETER BY EIGHT FEET
GROUND BAR
DRAWN BY: YJG
CHECKED BY: TMD
LONG. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS
SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. (ATT-TP-76416 1.4 /
2.2.3.10)
OF CELL EEFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS
r
EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG STRANDED GREEN INSULATED
COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER
CONDUCTORS. (ATT-TP-76416 7.6.7)
OHATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG
STRANDED GREEN INSULATED COPPER CONDUCTORS. WHEN A HATCH -PLATE AND A CELL
REFERENCE GROUND BAR ARE BOTH PRESENT, THE CRGB MUST BE CONNECTED TO THE
HATCH -PLATE AND TO THE INTERIOR GROUND RING USING TWO #2 AWG STRANDED GREEN
INSULATED COPPER CONDUCTORS.
OH EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL
0
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
SITE BUILDING. BOND TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER
CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE. (ATT-TP-76416
7.6.7.2)
OJ TOWER EXIT GROUND BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER GROUND
Q. of ES S 1pAq`
•``\
0 ' PATRICK J. _
IliDAVIS : TZn
= U • 23688 ; to
.. .... • _ �,
\\. 4.)
RING. (ATT-TP-76416 7.5.5)
OK TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR AND EXTERIOR
GROUND RING. (ATT-TP-76416 7.6.8)
OL FRAME BONDING: THE BONDINGO POINT OM TELECOM EQUIPMENT FRAMES SHALL BE THE
GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. BOND
THE FRAME GROUND BUS TO THE "I" SECTION OF THE CELL REFERENCE GROUND BAR.
(ATT-TP-76416 7.8)
OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED
Ar •. ,•
•.
/ to,Tr(b1O111Wj11N1111*``\\\•`\�
'#/10/,2017
WITHIN THE AREA OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN
INSULATED COPPER BOND TO THE INTERIOR GROUND RING. (ATT-TP-76416 7.12.3.1)
ON FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE
GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTOR AT AN INTERVAL NOT
EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE
OPENINGS. (KIT-TP-76416 7.12.2.2)
0 EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING,
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
SHALL BE BONDED TO THE EXTERIOR GROUND RING.
(ATT-TP-76416 7.12.2)
0ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING
WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH
THE ICE BRIDGE LEG AND BURIED GROUND RING. (ATT-TP-76416 7.4.2.6)
OR DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER
REPLACEMENTS OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS,
BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT
SHALL BE REQUIRED THAT SERVICES CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE
EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER
SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE
GROUND BAR (CRGB) PER TP76300 SECTION H 6 AND TP76416 FIGURE 7-11
REQUIREMENTS.
SHEET TITLE
ONE —LINE
GROUNDING DIAGRAM
\
r SHEET NUMBER
E-1
TOWER ANTENNA EQUIPMENT GROUNDING ONE -LINE
NO SCALE
1
GROUNDING KEY NOTES
INSPECTION WINDOW IN
BARREL, REQUIRED FOR
CLEAR HEAT SHRINK
CLOSED BARREL, FOR BLACK HEAT SHRINK UV RATED
ALL EXTERIOR TWO -HOLE
AT&T
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
ALL INTERIOR TWO -HOLE
CONNECTORS CONDUCTOR INSULATION TO
CONNECTORS
CONDUCTOR INSULATION TO BUTT UP
AGAINST THE CONNECTOR BARREL
EXTERNAL TOOTHED BUTT UP AGAINST THE
CONNECTOR BARREL
EXTERNAL TOOTHED
3/8"0x1 1/2"
CLEAR HEAT SHRINK
3/8"0x1 1/2" CLEAR HEAT SHRINK
/
S/S NUT
S/S NUT
—
S/S LOCK
S/S LOCK
WASHER r
WASHER
r
�1
T�����j
S/S FLAT
WASHER
1JJJl�
LABEL
S/S FLAT
i;
/ 11 J
LABEL
I
WASHER
I TINNED COPPER
TINNED COPPER
GROUND BAR r
GROUND BAR
I
1,_
\
T
TT��A
LABEL
�A
LABEL
\7-7—
S/S FLAT WASHER
1/16" MINIMUM SPACING
S/S FLAT WASHER
b1/16"
S/S BOLT (1 OF 2) "DO NOT DISCONNECT"DISCONNECT
MINIMUM SPACING
S/S BOLT (1 OF 2) DO NOT "DO NOT DISCONNECT"
TAG ON ALL GROUND BAR
- "'
EN"\
TAG ON ALL GROUND
NOTES DISNNECT INTERCONNECTS AND BAR
INTERCONNECTS AND
NOTES EQUALIZERS
EQUALIZERS
1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL
EXOTHERMIC WELD.
2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES
BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "I") WITH 1" HIGH LETTERS.
3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN
ANTI -OXIDANT COMPOUND BEFORE MATING.
4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE
MATING.
5. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND BUS.
6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT
INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION.
7. SUPPLIED AND INSTALLED BY CONTRACTOR.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS.
9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).
10. BOLTS SHALL BE MADE "SNUG -TIGHT" PLUS 1/4 TURN.
1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL
EXOTHERMIC WELD.
2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES
BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "I") WITH 1" HIGH LETTERS.
3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN
ANTI -OXIDANT COMPOUND BEFORE MATING.
4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE
MATING.
5. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND BUS.
6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT
INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION.
7. SUPPLIED AND INSTALLED BY CONTRACTOR.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS.
9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).
10. BOLTS SHALL BE MADE "SNUG -TIGHT" PLUS 1/4 TURN.
BLACK & VEATCH
BLACK & VEATCH CORPORATION
7760 FRANCE AVENUE SOUTH
SUITE 1200
BLOOMINGTON, MN 55435
PROJECT NO: 129041.9309
DRAWN BY: YJG
CHECKED BY: TMD
INTERIOR TWO HOLE LUG DETAIL
NO SCALE
1
EXTERIOR TWO HOLE LUG DETAIL
NO SCALE
2
NEWTON INSTRUMENT COMPANY, INC.
BUTNER, N.C.
EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND
0
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
d
BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT
REQUIRED
EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION
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HAGAR TGBI-14420C
GALVANIZED STEEL
GROUND BAR *
SECTION "P" — SURGE PROTECTORS
#4 OR #6 AWG STRANDED
Cu CONDUCTOR WITH GREEN,
OR A.L.T 382227
(1/4" x 4" x 20)
600V, THWN-2 INSULATION
0WALL
2
A-6056
MOUNTING
BRACKET
(EC) CELL REFERENCE GROUND BAR (IF COLLOCATED)
(EC) GENERATOR FRAMEWORK (IF AVAILABLE) (#2 AWG)
(EC) TELCO GROUND BAR (#2 AWG)
O3
2
3061-4
INSULATORS
(EC) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (3/0)
(EC) FIBER GROUND BAR (#2 AWG)
GROUND BAR ON WALL
OR FLOOR
O4
2
3012-1
5/8"-11x1"
H.H.C.S. BOLTS
(EC) POWER ROOM REFERENCE GROUND BAR (#2 AWG)
(AT&T) RECTIFIER FRAMES
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5/8" LOCKWASHER
(EC) INTERIOR GROUND RING (#2 AWG)
12"
* HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (EC) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2 AWG)
METALLIC COLD WATER PIPE (IF AVAILABLE) (1/0 AWG)
(EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG)
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ANTENNA CABLE N
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS
N STHEY ARE A ACTING L NSEDRO ESSIONAL ENGWION
OFEEER,
TO ALTER THIS DOCUMENT.
SECTION "I" — ISOLATED GROUND ZONE
(SEE NOTE 2) (AT&T) ALL ISOLATED GROUND REFERENCE
WEATHERPROOFING KIT
0 0 0 (AT&T) GROUND WINDOW BAR
0 DETAIL NOTES
f
/
(2) TWO EXOTHERMIC TO BE USED
WITH #2 AWG SOLID BARE TINNED
6 AWG STRANDED COPPER
CONDUCTOR WITH GREEN, 600V,
THWN-2 INSULATION GROUNDED
TO GROUND BAR
CABLE GROUND KIT
DUBUQUE WATER TANK
IAL03284
1 575 WEST THIRD STREET
DUBUQUE, IA 52001
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1. EXOTHERMICALLY WELD #2 AWG BARE TINNED
SOLID COPPER CONDUCTOR TO GROUND BAR.
ROUTE CONDUCTOR TO BURIED GROUND RING
AND PROVIDE PARALLEL EXOTHERMIC WELD.
2. THE INSTALLER SHALL USE PERMANENT MARKER
TO DRAW THE LIKE BETWEEN SECTION AND
LABEL EACH SECTION P", "A", "I" WITH 1" HIGH
("
LETTERS
SEE NOTE 1)
COPPER GROUND CONDUCTOR,
EXOTHERMIC WELD TO BURIED GROUND
RING AND GROUND BAR
PVC NONMETALLIC CONDUIT
SCH 40 TYPE (NMC) CONDUIT
WITH STRAP WITHIN TWO
INCHES OF CONDUIT END
1
SHEET TITLE
GROUNDING DETAILS
SHEETT NUMBER�M
G-`
CONNECTION OF CABLE GROUNDING
REFERENCE GROUNDING BAR DETAIL
NO SCALE
3
GROUNDING BAR DETAIL
NO SCALE
4
NO SCALE
5
KIT TO ANTENNA CABLE
E. STSIEM GROUNDING:
PART 1 - GENERAL
1.1 GENERAL CONDITIONS:
A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING
DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER
ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER
FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED.
B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE
CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION.
C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS
SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE
DIMENSIONS.
1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES.
A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE,
AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE
THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC.
1.3 REFERENCES:
A. THE PUBLICATIONS USTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST
REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS
OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE
DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE
PUBUCATIONS.
1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE)
2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS)
3. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION)
4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION)
5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)
6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION)
7. UL (UNDERWRITERS LABORATORIES INC.)
8. AT&TGROUNDING AND BONDING STANDARDS TP-76416
1.4 SCOPE OF WORK
A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES
REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL
B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY
THE CONTRACTOR.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL
OF EXCESS DIRT.
D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL
FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION.
E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT
CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT
COMPLETION OF THE PROJECT.
PART 2 - PRODUCTS
2.1 GENERAL:
A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS.
B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS
SUITABLE FOR THE USE INTENDED.
C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO
REQUIREMENT OF THE NATIONAL ELECTRICAL CODE.
D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE
SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT
CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC
OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION.
2.2 MATERIALS AND EQUIPMENT:
A. CONDUIT:
1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND
THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING.
2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL USTED.
3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE
COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED
ON ALL CONDUIT TERMINATIONS.
4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS
AS RECOMMENDED BY THE MANUFACTURER.
B. CONDUCTORS AND CABLE:
1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE
CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM
SIZE CONDUCTOR USED.
2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #8 AWG AND LARGER CONDUCTORS
SHALL BE STRANDED.
3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED
CONDUCTORS.
4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE
SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS.
5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J-BOXES,
EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR
APPROVED EQUAL).
C. DISCONNECT SWITCHES:
1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, QUICK -MAKE, QUICK -BREAK, EXTERNALLY OPERABLE,
HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED
FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D OR ENGINEER APPROVED EQUAL
D. CHEMICAL ELECTROLYTIC GROUNDING STSIEM:
1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE
CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMICALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND
BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(*)CS OR K2L-(*)CS (*)
LENGTH AS REQUIRED.
2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON -TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN
FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES AND CONTROLLING
DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH
CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE.
3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL
1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID,
TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED.
2. GROUNDING BUSSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION.
STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE
FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4"
LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE.
3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR
THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS.
INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK.
4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES,
SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED.
5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH -STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE
COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE INSTALLED
WITH INSPECTION SLEEVES.
6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPUANCE WITH THE AT&T SPECIFICATIONS
AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES,
DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS.
F. OTHER MATERIALS:
1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED
FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK.
2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC.
G. PANELS AND LOAD CENTERS:
1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN.
PART 3 - EXECUTION
3.1 GENERAL:
A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR
MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS.
3.2 LABOR AND WORKMANSHIP:
A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL STSIEM SHALL
BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER.
B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO
PRODUCE THE INTENDED PERFORMANCE.
C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE
ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR
OPERATION.
3.3 COORDINATION:
A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER -FURNISHED
EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK.
3.4 INSTALLATION:
A. CONDUIT:
1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN
3/4 INCH TRADE SIZE.
2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED. EMT MAY BE INSTALLED
FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE.
3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS,
AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON -TRAFFIC APPUCATIONS (REFER
TO 2008 NEC, TABLE 300.5).
4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION,
OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS.
INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON
SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION.
5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE
QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS
MAY BE USED.
6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A
SMOOTH INSIDE SURFACE.
7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS.
8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN
THE CONDUIT STSIEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER.
CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED.
9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT
BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS.
10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END.
11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS.
12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED
CONDENSATION.
13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE
ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN
FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE
FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF
WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE.
B. CONDUCTORS AND CABLE:
1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS:
DESCRIPTION
PHASE A
PHASE B
PHASE C
NEUTRAL
GROUNDING
208/240/120 VOLT SYSTEMS
BLACK
RED
BLUE
WHITE
GREEN
2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED
FOR THIS PURPOSE.
3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING
CONDUCTOR OR CABLES INTO THE CONDUIT.
4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES &
EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID
TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND
MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND
REPLACED AT THE CONTRACTOR'S EXPENSE.
C. DISCONNECT SWITCHES:
1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS
INDICATED.
D. GROUNDING:
1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING
STANDARDS TP-76416, ND-00135, AND THE NATIONAL ELECTRICAL CODE.
2. PROVIDE ELECTRICAL GROUNDING AND BONDING STSIEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING
GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE
INSTALLATION.
3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS
REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS
AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT
VOLTAGE RISES.
4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING
CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING
CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING
SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING
RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, UGHTNING
PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE
STANDARD 6.3.2.2.
5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S
TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE
VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING.
6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM.
ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER S INSTRUCTIONS.
7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL
BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED.
8. APPLY CORROSION -RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE
COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION
GROUNDING CONNECTIONS.
9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER
AND BRANCH CIRCUITS.
10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A GROUND BUS.
11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW
GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES.
12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40
PVC CONDUIT.
13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH
WITH GRADE.
14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST LINE, USING
THE GREATER OF THE TWO DISTANCES.
15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER, A
SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE
GROUNDING KITS AND IN -LINE ARRESTORS.
16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING
CONSTRUCTION AT THE CONTRACTORS EXPENSE.
3.5 ACCEPTANCE TESTING:
A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST
REPORTS UPON COMPLETION.
B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE
NON -COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH
THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE.
C. TEST PROCEDURES:
1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE
CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE
USING 1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS.
2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY
CONNECTIONS.
3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A
REPORT OF MAXIMUM AND MINIMUM VOLTAGES.
4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING STSIEM USING THE IEEE
STANDARD 3-POINT "FALL -OF -POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH.
NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS.
AT&T
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
t
BLACK & VEATCH
BLACK & VEATCH CORPORATION
7760 FRANCE AVENUE SOUTH
SUITE 1200
BLOOMINGTON, MN 55435
PROJECT NO: 129041.9309
DRAWN BY:
YJG
CHECKED BY:
TMD
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
PATRICK J.
DAVIS
23688
10/11 1OIW A111 •
'#/10/2077
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
SHEET TITLE
ELECTRICAL SECTION
NOTES
SHEET NUMBER
ELECTRICAL SECTION NOTES
E-3
EXOTHERMIC CONNECTION *
MECHANICAL CONNECTION ■
CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e
TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM gT
EXOTHERMIC WITH INSPECTION SLEEVE O
AB ANCHOR BOLT INT INTERIOR
ABV ABOVE LB(S) POUND(S)
AC ALTERNATING CURRENT LF LINEAR FEET
ADDL ADDITIONAL MAS MASONRY
AFF ABOVE FINISHED FLOOR MAX MAXIMUM
AFG ABOVE FINISHED GRADE MB MACHINE BOLT
AIC AMPERAGE INTERRUPTION CAPACITY MECH MECHANICAL
ALUM ALUMINUM MFR MANUFACTURER
ALT ALTERNATE MGB MASTER GROUND BAR
ANT ANTENNA MIN MINIMUM
APPROX APPROXIMATE MISC MISCELLANEOUS
ARCH ARCHITECTURAL MTL METAL
ATS AUTOMATIC TRANSFER SWITCH MTS MANUAL TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE MW MICROWAVE
BAT BATTERY (N) NEW
BLDG BUILDING NEC NATIONAL ELECTRIC CODE
BLK BLOCK NO.(#) NUMBER
BLKG BLOCKING
NTS NOT TO SCALE
BM BEAM OC ON CENTER
BTC BARE TINNED COPPER CONDUCTOR
BOF BOTTOM OF FOOTING OPNG OPENING
(P) PROPOSED
CAB CABINET
CANT CANTILEVERED P/C PRECAST CONCRETE
CEC CALIFORNIA ELECTRIC CODE PCS PERSONAL COMMUNICATION SERVICES
CHG CHARGING PCU PRIMARY CONTROL UNIT
CLG CEILING PRC PRIMARY RADIO CABINET
CLR CLEAR PP POLARIZING PRESERVING
COL COLUMN PSF POUNDS PER SQUARE FOOT
COMM COMMON PSI POUNDS PER SQUARE INCH
CONC CONCRETE PT PRESSURE TREATED
CONSTR CONSTRUCTION PWR POWER CABINET
DBL DOUBLE QTY QUANTITY
DC DIRECT CURRENT RAD RADIUS
DEPT DEPARTMENT RECT RECTIFIER
DF DOUGLAS FIR REF REFERENCE
DIA DIAMETER REINF REINFORCEMENT
DIAG DIAGONAL REQ D REQUIRED
DIM DIMENSION RET REMOTE ELECTRIC TILT
DWG DRAWING RMC RIGID METALLIC CONDUIT
DWL DOWEL RRH REMOTE RADIO HEAD
(E) EXISTING RRU REMOTE RADIO UNIT
EA EACH RWY RACEWAY
EC ELECTRICAL CONDUCTOR SCH SCHEDULE EL ELEVATION SHT SHEET
ELEC ELECTRICAL SIAD SMART INTEGRATED DEVICE
EMT ELECTRICAL METALLIC TUBING SIM SIMILAR
ENG ENGINEER SPEC SPECIFICATION
EQ EQUAL SQ SS STAARE INLESS STEEL
EXP EXPANSION
EXT EXTERIOR STD STANDARD
FAB FABRICATION STL STEEL
FF FINISH FLOOR STRUCT STRUCTURAL
FG FINISH GRADE TEMP TEMPORARY
FIF FACILITY INTERFACE FRAME THK THICKNESS
FIN FINISH(ED) TMA TOWER MOUNTED AMPLIFIER
FLR FLOOR TN TOE NAIL
FOUNDATION TOA TOP OF ANTENNA
FOC FACE OF CONCRETE TOC TOP OF CURB
TOF TOP OF FOUNDATION
FOM FACE OF MASONRY
TOP TOP OF PLATE (PARAPET)
FOS FACE OF STUD TOS TOP OF STEEL
FOW FACE OF WALL
FS FINISH SURFACE TOW TOP OF WALL
FT FOOT TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM
FTG FOOTING TYP TYPICAL
GA GAUGE UG UNDERGROUND
GEN GENERATOR UL UNDERWRITERS LABORATORY
GFCI GROUND FAULT CIRCUIT INTERRUPTER UNO UNLESS NOTED OTHERWISE
GLB GLUE LAMINATED BEAM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS
GLV GALVANIZED SYSTEM
GPS GLOBAL POSITIONING JTJIEM UPS UNINTERRUPTIBLE POWER SYSTEM
GND GROUND (DC POWER PLANT)
GSM GLOBAL SYSTEM FOR MOBILE VIF VERIFIED IN FIELD
HDR HEADER W WIDE
HGR HANGER W/ WITH
HVAC HEAT/VENTILATION/AIR CONDITIONING WCS WIRELESS CALL SERVER
HT HEIGHT WD WOOD
IGR INTERIOR GROUND RING W.P. WORK POINT
IN INCH WP WEATHERPROOF
WT WEIGHT
AT&T
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
GROUNDING BAR
GROUND ROD III
TEST GROUND ROD WITH INSPECTION SLEEVE I
SINGLE POLE SWITCH
DUPLEX RECEPTACLE
DUPLEX GFCI RECEPTACLE
FLUORESCENT LIGHTING FIXTURE r
(2) TWO LAMPS 48-T8
L
SMOKE DETECTION (DC)
He
C`
J
F
SD
I1
T
J
_
BLACK & VEATCH
BLACK Sc VEATCH CORPORATION
7760 FRANCE AVENUE SOUTH
SUITE 1200
BLOOMINGTON, MN 55435
` /
EMERGENCY LIGHTING (DC) El —la
SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW
LED-1-25A400/51 K-SR4-120-PE-DDBTXD
CHAINLINK FENCE
PROJECT NO: 129041.9309
DRAWN BY: YJG
x x x x
WOOD/WROUGHT IRON FENCE
CHECKED BY: TMD
WALL STRUCTURE r//////////////////////////////////]
LEASE AREA — —
PROPERTY LINE (PL)
SETBACKS
PROPOSED ICE BRIDGE
PROPOSED CABLE TRAY
WATER LINE
— W W W W W —
UNDERGROUND POWER
UGP UGP UGP UGP
UNDERGROUND TELCO
0
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
UGT UGT uGT UGT
UNDERGROUND FIBER UGF UGF UGF UGF
OVERHEAD POWER
iltillIiiiiiio
``\,\•`X`OF ES SIOA',i, i
. '9
Q • `
<(/�,'•• •••�%. ��
= Z • PATRICK J. __
- W , DAVIS • m ::--
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.42 `
OHP OHP OHP OHP
OVERHEAD TELCO
OHT OHT OHT OHT
UNDERGROUND TELCO/POWER UGT/P — UGT/P — UGT/P — UGT/P — UGT/P
ABOVE GROUND POWER — AGP — AGP — AGP — AGP — AGP — AGP —
ABOVE GROUND TELCO — AGT — AGT — AGT — AGT — AGT — AGT
ABOVE GROUND TELCO/POWER AGT/P — AGT/P — AGT/P — AGT/P — AGT/P
WORKPOINT •FDN
W.P.
SECTION REFERENCE XX /
•• `
•
- �� • *• • •* • `\
7//7j�T' �IOW A`71`,‘C�`
'F/7O/2017
X-X
DETAIL REFERENCE
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESSOFTHEY ARE A L ACTING
PROFESSIONAL THE
ENDI ER, ION
TO ALTER THIS DOCUMENT.
®
DUBUQUE WATER TANK
IAL03284
1 575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
SHEET TITLE
LEGEND AND
ABBREVIATIONS
1
SHEET NUMBER
N-1
LEGEND
ABBREVIATIONS
NOT USED
GENERAL CONSTRUCTION
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
GENERAL CONTRACTOR - OVERLAND CONTRACTING INC. (B&V)
CONTRACTOR: (CONSTRUCTION)
OWNER - AT&T
2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS.
3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING
THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR 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 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 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 CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR
CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER
PRIOR TO PROCEEDING WITH WORK.
8. THE CONTRACTOR 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 CONTRACTOR SHALL
PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE 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 CONFIRM TO
ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION.
11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES.
12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE
WITH APPLICABLE CODES AND THE BEST ACCEPTED 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.
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. CONTRACTOR SHALL NOTIFY THE GENERAL
CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING
CONSTRUCTION.
15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO
COMMENCEMENT OF WORK.
16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES.
ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND 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 IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL
REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.
21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN
2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE
WORK IS BEING COMPLETED DURING CONSTRUCTION.
22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES,
AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE
ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS
AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL
INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D)
TRENCHING & EXCAVATION.
23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS
WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER,
AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTIUTIES.
24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT
OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.
25. 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.
26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR
ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT 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.
28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF IN A LAWFUL MANNER.
29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS
SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO
PAYMENT.
30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON
COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND
IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED).
33. OCCUPANCY IS UMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY
AT&T TECHNICIANS.
34. NO OUTDOOR STORAGE OR SOUD WASTE CONTAINERS ARE PROPOSED.
35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST
REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS
WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFUCT BETWEEN
THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN.
36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR
CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR
IMMEDIATELY.
37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE
SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL
OR PROCEEDING WITH CONSTRUCTION.
39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS.
40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
ANTENNA MOUNTING
1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPUCABLE
LOCAL CODES.
2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC
(HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE.
3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153
"ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE.
4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780.
5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO
MANUFACTURER'S RECOMMENDATIONS.
6. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING.
7. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE ANTENNAS
PERFORM AS DESIGNED.
8. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT
FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND
BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS
DEFINED BY THE RFDS. REFER TO ND-00246.
9. JUMPERS FROM THE TMAs MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR.
10. CONTRACTOR SHALL RECORD THE SERIAL , SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE
ANTENNAS AND PROVIDE THE INFORMATION TO AT&T.
11. TMAs SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A
VERTICAL POSITION.
TORQUE REQUIREMENTS
1. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH.
2. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED
IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION.
A. RF CONNECTION BOTH SIDES OF THE CONNECTOR.
B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE.
EXAMPLE OF SOUD SURFACE: GROUND BAR, ANTENNA BRACKET METAL.
3. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM).
4. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM).
5. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING
HARDWARE IS NO LONGER LOOSE.
6. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM).
7. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM).
FIBER & POWER CABLE MOUNTING
1. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY.
WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN
INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER
DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE
RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC)
ARTICLE 770 RULES SHALL APPLY.
2. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND
SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC-ER CABLES
ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN
CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A
DISTANCE OF (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC)
ARTICLES 336 AND 392 RULES SHALL APPLY.
3. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE
300 RULES SHALL APPLY.
COAXIAL CABLE NOTES
1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING
CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE
PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS.
2. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
3. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM
LABELING STANDARD" ND-00027 LATEST VERSION.
4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT
EXCEED 6'-0".
5. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT
DISTANCES NOT TO EXCEED 4'-0" OC.
6. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND
GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT.
7. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE.
WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS.
8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMAs, COAX CABLES, AND RET
CONTROL CABLES AS A COMPLETE Sib IEM. GROUNDING SHALL BE EXECUTED BY QUAUFIED WIREMEN IN
COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION.
9. CONTRACTOR SHALL PROVIDE STRAIN -RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES,
AND RET CONTROL CABLES. CABLE STRAIN -RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE
PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS.
10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS
ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN
HANGERS IF APPLICABLE.
GENERAL CABLE AND EQUIPMENT NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAs, DIPLEXERS, AND COAX CONFIGURATION, MAKE
AND MODELS PRIOR TO INSTALLATION.
2. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER
MANUFACTURER'S RECOMMENDATIONS.
3. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE
DISTRIBUTION/ROUTING.
4. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING
BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF
ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES.
WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED.
5. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX:
A. TEMPERATURE SHALL BE ABOVE 50' F.
B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD.
C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED.
D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS.
6. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S
RECOMMENDATIONS.
A. GROUNDING AT THE ANTENNA LEVEL.
B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED.
C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL.
D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT.
E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT.
7. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR
DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR
COMPRESSION.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE
CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION.
9. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER
MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS.
10. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" STAND-OFF SECTOR ANTENNA MOUNT, OR 14'-16"
PLATFORM WITH HANDRAIL, INCLUDING ALL HARDWARE AS REQUIRED AND NOTED ON DRAWINGS.
AT&T
MOBILITY
901 MARQUETTE AVENUE
MINNEAPOLIS, MN 55402
t
BLACK & VEATCH
BLACK & VEATCH CORPORATION
7760 FRANCE AVENUE SOUTH
SUITE 1200
BLOOMINGTON, MN 55435
PROJECT NO: 129041.9309
DRAWN BY:
YJG
CHECKED BY:
TMD
04/06/17
ISSUED FOR CONSTRUCTION
REV
DATE
DESCRIPTION
♦♦,♦ `oFESS104, '/i/,
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PATRICK J.
DAVIS
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'F/10/2017
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
DUBUQUE WATER TANK
IAL03284
1575 WEST THIRD STREET
DUBUQUE, IA 52001
BWE LTE
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GENERAL NOTES
N-2
RESOLUTION NO. -20
INTENT TO DISPOSE OF AN INTEREST IN REAL PROPERTY OWNED BY THE
CITY OF DUBUQUE BY LEASE BETWEEN THE CITY OF DUBUQUE, IOWA AND
NEW CINGULAR WIRELESS PCS, LLC
WHEREAS, the City of Dubuque, Iowa (City) owns the real property legally described as
follows:
Lots 21, 22 and 23, Finley Home Addition to the City of Dubuque, Dubuque
County, Iowa. and Lot 2 in Finley Home Addition No. 2, in the City of
Dubuque, Dubuque County, Iowa (the Property), locally known as 1575
West Third Street, Dubuque, Iowa; and
WHEREAS, City and New Cingular are parties to a certain Water Tank & Ground Space
Lease dated May 21, 2001 (the "Existing Lease);
WHEREAS, City and New Cingular have negotiated an Amended and Restated Lease
Agreement for the Property, a copy of which Amended and Restated Lease Agreement
is on file at the office of the City Clerk, City Hall, 13th and Central Avenue, Dubuque,
Iowa, for the installation and operation of a cellular radio -telephone communication
antenna facility; and
WHEREAS, the City Council believes it is in the best interests of the City of Dubuque to
approve the proposed Amended and Restated Lease Agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
DUBUQUE, IOWA:
Section 1. The City of Dubuque intends to dispose of its interest in the Property by
Amended and Restated Lease Agreement between City and New Cingular Wireless PCS,
LLC.
Section 2. The City Clerk is hereby authorized and directed to cause this Resolution
and a notice to be published as prescribed by Iowa Code Section 364.7 of a public hearing
on the City's intent to dispose of the Property, to be held on the 20th day of April, 2020,
at 6:30 p.m. at the Historic Federal Building, Council Chambers, 350 W. 6th Street,
Dubuque, Iowa.
Passed, approved and adopted this 6th day April, 2020.
Roy D. Buol, Mayor
Attest: Kevin S. Firnstahl, City Clerk