HomeMy WebLinkAbout01- VoiceStream; Kenyon Drive Water Tank 01-06
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LICENSE AGREEMENT"FOR THE USE OF CITY PROPERTY
BY VOICESTREAM WIRELESS
THIS LICENSE AGREEMENT (this "Agreement") is an agreement between the City of
Bozeman, (the "City") and VoiceStream PCS BTA I Corporation, a Delaware corporation
("V OICESTREAM").
Whereas, the City is the owner of the water tank located on Kenyon Drive, in the City of
Bozeman; and
Whereas, VOICESTREAM provides telecommunication services for the community of
Bozeman; and
Whereas, the City recognizes the benefits to the City and to the citizens of Bozeman of the
services provided by VOICESTREAM;
Now therefore, in consideration of VOICESTREAM's promises herein, and other good and
valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the City hereby
gives permission, revocable and tenninable as hereinafter provided, to VOICESTREAM to use the
water tank and appurtenant ground space, more particularly described in Exhibit A attached hereto (the
"Site"), located on Kenyon Drive in the City of Bozeman, during the period commencing December _,
2001 until December _, 2006 on the terms and conditions as set forth below, which VOICESTREAM
promises to comply with and abide by. Such right shall include the right to use that portion of the water
tank, generally depicted on construction drawings, for purposes involving, relating to or S"upporting
telecommunications, including the right to install, construct, reconstruct and maintain on the Site, "'
communication facilities or other supplemental improvements relating to the permitted uses.
1. Rent. This license and pennission is given to VOICESTREAM for an annual fee ("Rent") of
Nine Thousand Dollars for the first year, and Eighteen Thousand Dollars beginning the second
year. Rent shall be payable on or before December 30th of each year during the term of this
Agreement. Rent shall increase on an annual basis by four percent (4%).
VOICESTREAM hereby acknowledges the title of the City to the above described property and
agrees never to deny such title or claim, at any time, or claim any interest or estate of ariy kind or
extent whatsoever in the property or Site by virtue of this Agreement or VOICESTREAM's
occupancy or use hereunder. .
2. Indemnity. VOICESTREAM shall exercise its privilege at its own risk and agrees to indemnify,
defend, and hold harmless the City from any and all liability, loss, or damage the City may suffer as a
resu]t of claims, demands, cost or judgment (collectively "Claims") against it, arising out of or in
anyway connected with the occupation or use of the property by VOICESTREAM, or its members,
employees, guests, or invitees, except to the extent that such Claims are due to the negligence or
Site Name: Bozeman water Tank 1
Site Number: MT1080A
Market: Montana
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intentional acts of the City, its members, employees, guests or invitees.
3. Assignment. VOICESTREAM will not assign or transfer this Agreement or sublet all or any
portion of the site without the prior written consent of the City, which consent will not be unreasonably
withheld, conditioned or delayed. Notwithstanding the foregoing, VOICESTREAM may, upon written
notice to the City, assign this Agreement to any corporation or entity which controls, is controlled by, or
is under common contro] with, VOICESTREAM, or any corporation or entity which results from a
merger or consolidation with VOICESTREAM or with any entity that controls VOICESTREAM.
4. Insurance. VOICESTREAM shall maintain, at its expense, commercial general liability
insurance covering actions by VOICESTREAM providing for a limit of not less than $1,500,000.00
single limits, bodily injury and/or property damage combined, for damages arising out of bodily injuries
to or death of all persons and for damages to or destruction of property, including the loss of use of the
Site, Such policy shall name the City as an additional insured and shall contain a provision that no
cancellation thereof shall be effective by the insurer without 45 days prior written notice to the City and
VOICESTREAM,
5. Construction and Restrictions. The placement of all telecommunications facilities on the Site
must comply with the following requirements and shall be in accordance with Exhibit B attached hereto:
A. The telecommunications facilities will not adversely interfere with the purpose for which
the property is intended; VOICESTREAM's access to the facilities will not increase the risks of
contamination to the City's water supply; the presence of the facilities will not increase the water tank
maintenance cost to the City; and the presence of the facilities will not harm the health of workers
maintaining the water tank. .
B. The right to the license granted by this Agreement shall be contingent upon the
fulfillment of all general and special conditions imposed by the conditional use procedure of Bozeman
Municipal Code, Title 18.
C. All work at the site must be properly scheduled with the City. Tank penetration and
reinforcement requirements established by a professional design must be adhered to. The location and
placement of cables shall be designed to reduce interference with future maintenance and painting
requirements, and verified to prevent sanitary, safety, or personnel hazards. Brackets, if any, shall be
mounted in such a manner so as to prevent failure, and shall not cause damage to the tank.
D, In addition to all other requirements, VOICESTREAM shall ensure that any antenna
affixed to the water tank shall be color matched with the tank, and shall be profiled at or below the top
of the tank,
E. Following installation of the monopole tower and/or antennas to be mounted on the
City's water tank, entry into the enclosed area surrounding the tank shall be restricted to City personnel
or other individuals authorized by the City only, VOICESTREAM may, at its own expense and subject
Site Name: Bozeman Water Tank 2
Site Number: MT 1 080 A
Market: Montana
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to pre-approval by the City~ construct a separate enclosure within the existing enclosed area with a
separate external access to facilitate a preferred locale for base station equipment, provided that the
restricted access to the area surrounding the tower is not compromised.
F. VOICESTREAM may, at its own expense and subject to necessary approvals, modify,
supplement, replace, and upgrade the telecommunications facility on the site at reasonable times during
the term of this Agreement, so long as such activity is consistent with the pennitted uses. Access to the
water tank must be coordinated with the City of Bozeman. Any improvements or modifications
required for installation or operation of equipment, as well as utility provisions and service, must
conform to applicable specifications, codes and all standard engineering requirements, in addition to all
terms of this Agreement. Proposed modification or intensification of the pennitted uses shall also be
subject to the conditional use procedure of Bozeman Municipal Code, Title 18, as applicable. The City
shall provide VOICESTREAM with reasonable access to the site at all reasonable times; provided
however, VOICESTREAM will coordinate such access to the site with the City, and provided further,
that VOICESTREAM shall reimburse the City for the City's extraordinary costs and expenses incurred
by the provision of such access.
G. Maintenance of the water tank by the City of Bozeman will be coordinated with
VOICESTREAM. The City's needs and maintenance requirements will supercede all other
considerations. In the event maintenance or other requirements involve removal or impact of
VOICESTREAM's antenna, VOICESTREAM may affix such antenna to another pole on a temporary
basis to avoid disruption of telecommunication service. The City will use its best efforts to provide
VOICESTREAM with notice at least 48 hours in advance of any maintenance on or to the water tank
that may affect or impact VOICESTREAM equipment.
H. VOICESTREAM will not use the site in any way that interferes with the existing use of
the site by the City or other licensees holding rights to the site prior to the date of this Agreement.
VOICESTREAM will cooperate to assist other licensees in resolving technical interference problems
created by the installation of additional equipment on the site. After the date of this Agreement, the City
agrees not to allow any other licensee to use the water tank if that licensee's use of the water tank creates
an unre'asonable interference with VOICESTREAM's communications facilities or any other existing
licensees facility. Notwithstanding the foregoing, ifthe City initiates use of the watertankfortelemetry
or other purposes, that use will have precedence over all other telecommunication uses, and any
interference problems will be resolved in favor of the City's uses.
6. Police Power. If VOICESTREAM's communications facilities: (a) create a definable risk to
the health, safety or welfare of the public; or (b), is declared by a court of competent jurisdiction to be in
violation of any statutes or regulations of the Government"and VOICESTREAM cannot minimize the
risk in accordance with the Government's recommendations or ensure that VOICESTREAM's
communications facilities are in compliance with the statutes and regulations of the Government, all
within a reasonable period of time, then the City may terminate this Agreement without notice. The
City reserves the right to revoke or terminate the license granted by this agreement, at its discretion, at
any time upon 180 days prior written notice to VOICESTREAM. Upon revocation, the surrender or
Site Name: Bozeman Water TAnk 3
Site Number: MT1 080A
Market: Montana
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termination of the license hereby given, VOICESTREAM shall, within a reasonable time, quietly and
peacefully surrender the portion of the Site occupied by VOICESTREAM in substantially the condition
existing as of the commencement date of this Agreement.
7. Termination. VOICESTREAM may terminate this Agreement, at VOICESTREAM's sole
option, upon sixty (60) days prior written notice. Upon termination VOICESTREAM shall remove its
equipment and improvements, and will restore the site to substantially the condition existing as of the
commencement date of this Agreement, normal wear and tear excepted. If this Agreement is not
terminated on or before December _, 2006, then subject to the terms of this Agreement,
VOICESTREAM shall have the right to renew the term of this Agreement for an additional term of five
years (the "Renewal Term"). With respect to the Renewal Term, VOICESTREAM will automatically
be deemed to have exercised its option for that Renewal Term, unless VOICESTREAM notifies the City
in writing on or before the expiration of the term or the Renewal Term, as the case may be, of
VOICESTREAM's intent not to renew the term of this Agreement. Each Renewal Term will be on the
same terms and conditions as set forth herein.
8. Due Diligence. VOICESTREAM shall at all times exercise due diligence in the protection of
the City's property at the Site against damages,
9. Amendment. This Agreement represents the entire understanding between the parties
regarding the subject matter and supercedes any prior agreement, verbal or written. Any amendment or
modification of this Agreement or any provision herein shall be made in writing or executed in the same
manner as the original document and shall after execution become part of this Agreement.
10. Dispute Resolution. Any claim, controversy or dispute (collectively, "Claim") arising out of
this Agreement shall be settled by the legal remedies available in any court having jurisdiction thereof;
provided, however, prior to pursuing any Claim in court, the parties agree to submit to non-binding
mediation pursuant to the American Arbitration Association. This mediation shall be held in the county
in which the site is located and each party shall pay its own cost and expense relating to the mediation.
If either party is unsatisfied with the outcome of the non-binding mediation, then that party may pursue
its remedies in any court having jurisdiction thereof.
In witness, whereof, I have hereunto set my hand this 10th day of Decemher , 200 1.
City of Bozeman
By: i j r
Name: Clark Johnson
Title: City Manager
P.o. Box 640
Bozeman, Montana 59771-0640
VOICESTREAM pes BT A I Corporation,
A Delaware corporation
Site Name: Boz,~man Water Tank 4
Site Number: Mo.,uAa. ,.,..'1"/diDA
Market: fM,.OMr'AtlI'c
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VOICESTREAM pes BTA 1 CORPORATION
By: ~c
Its: Vice esident. Development & ~atioDS. Western Region
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Notice: 12920 SE 38th Street
Bellevue, WA 98006
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Site Name: Bozeman Water Tank
Site No.: MTO 1 080A
Market: Montana
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EXHIBIT B
Description of V oiceStream installation
(may be substituted at later date, at V oiceStream sole option,
with Landlord approved construction drawings.)
Tenant's equipment to include E-911 location based equipment per
'local/state/federal regulation.
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NO CHANGE OF EXISTING GRADE
IS PROPOSED
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IlASE lTWlSCEMlI ST~11OI< (B19i.. IN 110 SF. t / CJOSEPHINE PARK)
LL<SE AREA _ EXlSIlHCl SH lEft
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REFER TO SHEET 0-2 FOR &
ENLARGED EOUIPMENT PLAN
ARCHITECTURAL SITE PLAN .
20",36' Sc.4lL: "-20'
11"x1'" SCALE: '--40' N
Site Name: Bozeman Water Tank 7
Site Number:MT 1 0 8 0 A
Market: Mon tana '
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..) .,. PROPRIETARY INFORMATION
- - -- THE INFORMATION CONTAINED IN THIS SET OF
CONSTRUCTION DOCUMENTS IS PROPRIETARY BY
- NATURE. AN( USE OR DISCLOSURE OTHER ~
THAT WHICH RELATES TO VOICESTREAN PCS BTA
8M I CORP. SERVICES IS STRICTLY PROHIBITED.
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WIRELESS
PCS BT A I Corporation -
BOZEMAN WATER TANK
1 632 KENYON QRIVE
BOZEMAN, MONTAN~ 59771
M T 0 1 0 8 0'.. A",. - REVISED FINAL CONSTRUCTION
.' .' DRAWING SET
.' '. 10-30-01
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CONTAClS SHEET INDEX Y';
R F ENGINEERING' ::
PCS 8TA I CXlRPllIWION WICESIIlI:AIl PCS 8TA I CORP. 1-1 TITLE SHEET E
~ sr. 2.123 DELGNfY sr. . . ;::
co. _18 DEJMR. co. _'8 <'. It&. ..." ';::
...-_.....(lI03) 313-l1010 PH: (3D3) 313-29OD g-l GENERAL NOTES, SYMBOLS 6: ABBREVIATIONS ~-0L'~/,II_Il\.l ...~#
~ .,,, (;I;.t' '\\' ~
. .. COORJDlNATOR I"II"r.TRIC': UTIUlY cmlTACT """l.oJED A 1tC~",,'~
.' SIWlE ~ ~ POWER COIlIIWf\' "''''1111,,\1
.. (llaI) 23lHlOD5 PH:
....... 0-1 PARCEL PLAN " .." }...
~.- '. POI. NT OF CONTACT PROJECT GENERAL MANAGER 0-1.1 ARCHITECTURAL SITE PLAN 4 .. . 4
. JEfF ICElIH 11M PASCtW.L .. .. - ..
E5.... 584-2432 PH: (SOIl) 2JD-OODO 0-2 ENLARGED SITE PlAN W. Knox FilzpatrIck II,
. .' 11M PASCHAU. 0-2.1 ENLARGED EQUIPMENT PLAN Archllect a: .
.,.,'(!5011) 23CHlOOD 0-3 ELEVAnON(S) 6: EQUIPt.lENT DETAILS Wood CfeeIc ~Park
~.-'. ONE UTIUTY CONTACT CONST PROJECT MANAGER 12810 ~1~ stNet
ClWG ASIeMIGH 0-4 CONSTRUCTION DETAILS Woodi WA
/ PH: (303) 514-2432 Ph: mlt 41S-~
r:.' '" . QRI). TANK CONTACT 0-5 CONSTRUCTION DETAILS FAX: 42~~ 415-0799
OF IlOZDWl EIOZEIlWl CIIY ~ DEPr. Do\TE 8-31-01
4fLE .... (p.o. BOll 540) III([ CERIllUC
IQI2DIIfC, 1Ilf. 51nl PH: (406) 482-32OD BY: J8I(
~ ~~ .-1 ELECTRICAl. a: TELEPHONE DETAILS ,.... ..... L ....
"'!' ~-, SHELTER CONTACT g.. ....- .. -
=-~OEPT _2 GROUNDING PLAN REVISIONS
AROITECT' PH: (-> 5112-2015 -3 GROUNDING DETAILS
WJCNDlC fl"l2PATRICI( .. NI(HIECf ·
PIIDolECI' IMIlIIGER: KNOX F1TZp,.nIICK, .
PH: (425) 415-0748 FAX: (425) 415-0799 .-4 GROUNDING NOTES
121111 N.E. 11l111l sr. STE 234
WOllllIIMJE.... 8llO72
ARCHITreT CORPORATE OFFICES, JFO
WJCNDX FIIZPA11IlCK . ARCHllB:T .. IISSOCIfJES
1: ~~~SUI1E 234 JFO
WOCDMJ.E. 'M IllD72
PH(425) 415-0748 FAX:( 425) 415-0799 JBK
N SITE NUMBER
SIGN OFF APPROVAL OF CONSTRUCTION DRAWINGS MT01080A
BOZEMAN W.T,
J. 1 1632 KENYON DR.
. \ ~ t.fT. 59171
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PROJECT MANAGER LANDLORD'S REPRESENTATIVE PLANNING/zONING SPECIAUST RF ENGINEER PROJECT MANAGER
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DATE DATE DA~ DATE DATE
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GENERAL NOTES
1. DRAWINGS ARE NOT TO BE SCALED.'v)'R1TTEt-4.1)JMENSIONS TAKE PRECEDENCE. THIS SET 12, CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,
OF DOCUMENTS IS INTENDED TO BEftU~EDf()R.DIAGR.A,MMATIC PURPOSES ONLY UNLESS EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION, UPON COMPLETION OF
NOTED OTHERWISE. THE GENERAL~TR.A,CI9RfSSCOPEOF WORK SHALL INCLlJDE WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO
FURNISHING ALL MATERIALS, EQUIPM:;qf'.F[,tA~Og. AND FULFILL ANY OTHER REQUIREMENTS CONSTRUCTION ON OR ABOUT THE PROPERTY.
DEEMED NECESSARY TO COMPLETE1N~TALLAliON AS DESCRIBED IN THE DRAWINGS AND
OWNER'S PROJECT MANUAL. 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING
CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL
2. DRAWINGS WERE PREPARED FROM STANDARDIZED DETAILS DEVELOPED AND PROVIDED BY REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE
W. KNOX FITZPATRICK III AND ASSOCIATES, AND VOICESTREAM PCS BTA I CORPORATION. SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES
STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY THE OF ANY NATURE. -
CONTRACTOR, THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS. STANDARDIZED ~~
DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND 14. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE
REQUIREMENTS MUST BE SUBMITTED TO, AND APPROVED BY, VOICESTREAM PCS BTA I CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. I!:
CORPORATION PRIOR TO START OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS
OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID
3, PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH
TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF
CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR
DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE OMISSiONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF
CONSTRUCTED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK,
OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE UNLESS DIRECTED OTHERWISE.
ARCHITECT/ENGINEER VERBALLY AND IN WRITING.
15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID
4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH DISTURBING NORMAL BUSINESS.
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 16. THE CONTRACTOR SHALL PROVIDE VOICESTREAM PCS BTA I CORPORATION PROPER -
-
INSURANCE CERTIFICATES NAMING VOICESTREAM PCS BTAI CORPORATION AS ADDITIONAL -
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5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE INSURED, AND VOICESTREAM PCS BTA I CORPORATION PROOF OF L1CENSE(S) AND PE & ;:
~$
CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PO INSURANCE. ~ ':Oo''''''\l\.\ <..,"-.J~
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR 17. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY "',~~SfO ARC"'~~'"
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTI LIlY LOCATE ~1""IIIIlI1"\:
6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. GENERAL CONTRACTOR "... ".}....
IS RESPONSIBLE FOR PRESERVATION & PROTECTION OF ALL EXISTING UNDERGROUND ...... .
MANUFACTURER'S/VENOOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL w. Knox FItzpatrick II,
UTILITY RUNS. Architect & Associates
CODES OR ORDINANCES TAKE PRECEDENCE. Wood Creek Business Park
12810 H,Eo 178th street.
Suite 234
7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT mWA 9~72
Ph: 425 415-0 4fl
ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR FAX: 4 415-0799
SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, DATE: 8-31-01
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY SYMBOLS & ABBREVIATIONS ORAWM 8'1': JBK
COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON -T- TELEPHONE CHEa<ED 8'1': WKF a OJN
THE PERFORMANCE OF THE WORK. -E POWER REVISIONS
8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF -G- GROUND WIRE
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR COAXIAL CABLE
CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS ID& ANTENNA
A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR 21-11 FINAL CD'S JFO
CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET A1 ANTENNA MARK NO. I-lHI REV. FINAL CO's JFO
STAMP. <t CENTERLINE I-H REV. FINAL CO's JBK
9. ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION [E] EXISTING SITE NUMBER
PROJECT UNLESS NOTED OTHERWISE. [N] NEW MT01080A
10, SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE W/ WITH BOZEMAN W.T.
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. PBO PROVIDED BY OWNER 1632 KENYON OR.
~ DETAIL NUMBER BOZELIAN, WT. 59n1
11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS SHEET NUMBER
THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF V.I.F. VERIFY IN FJELD g-1
PROJECT AREA DURING CONSTRUCTION.
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LEGAl DESCRIPTION:
TAX 1.0,' CENTRAlLY ASSESSED/GRAFS 1ST
SUBOIV. PHASE 2 EASEM. JOSEPHINE PO,
LeCLAINS REARRANGEMENT.
SE 1 /4 SEC. 18, T2S, R6E., P .M.M.
N3g.32'OO"E 242.27'
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I ZONIN~ ~II - - --1::: - - -(30' UTIUTY EASEt.lENT"\ -.. - : t LOVELACE DRIVE - - i:s ~ ~
R-2 !")_________L_-- <D ~ ~.f1.0
-- (0 ZONING:
LOT 2 ~ ZONING: .~ R-2 - - t:!QIE; ~
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o I ~ LOT 2 1 ~ ( NO CHANGE PROPOSED TO t'l
I. iif h g 1 JOSEPHINE PARK) I EXISTING GRADING. WATER TANK
'"'---- 1 1 iif 187.173 SF. lOT 1 & SHELTER ARE EXISTING
- _ ;j 4.29 ACRES
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ZONINCk / -. EXISTING 6' HIGH , - -
R-2 . / I ZONING: ~ CHAlNUNK FENCE . \ r--
, I R-2 Ir}' , ZONING: I 1
~ '? . R-2
~ 3 - .... EMSE TRANSCEIVER STATION lOT 2 _
I ~~ ~ 3 J. .I (BTS) IN 80 5.F. I.EAS[ ...J ~ 1 I I =
.."'<.I WITHIN EXISTING SHElTER I E
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ZONING: I 1 I.LI 1 ~ ~ ~ ...
R-2 I C - - - - - I -I ~ I W. Knox FItzpatrick JII,
I 30' UTIUTY EASEMENTX-. - - I I Architect a: Associates
LOT 4 I Wood Creek Business Parte
I - - - - - - 12810 H.E. 178th Street
I I . Suite 234
ZONINCk Wood' 'II WA 98072
I I R-2 Ph: r:2C1 415-0746
I I LOT 4 FAX: 4is .15-0799
I lOT 4 DAlE: 8-31-01
I . # I ~, I DRAWN BY: JBK
I .___...' A-O,---~ IV-WATER TANK SITE Illi CHEC1<ED BY: WI<F a: DJtI
___ n.?"J ~ I EASEt.lENT 001
I s1 {.. ~ III) - - REVISIONS
I PCS ANTENNAS MOUNTED ON ',! I
- AN EXISTING WATER TANK. (j I~ ZONING: OESCRIPfION
1 ---- T (TYP. 3 SECTORS) " I ~8 R-2 J K
~ ZONING' lOT 5 JBK
I \ N31.06'20"W R-2' ~ ~ JBK
37.20' ." 18 JFO
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7117 J8K
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ZONING: :9- SITE NUMBER
R-2
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REFER TO SHEET 0-1.1 FOR 1632 KENYOH DR.
ARCHITECTURAL SITE PLAN BOZEMAN, WT. 59771
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11.)(17" SCALE: 1"=100'
0- . I - - ,
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NO CHANGE OF EXISTING GRADE
I I IS PROPOSED
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EMSE.lRANSCEMR SfATION (BTS) IN 80 S.F. / / (JOSEPHINE PARK)
I.EASE /.REA..WI'DfIN ~ SHB...TER
LOT 3 LOT 3 J--f----------.....
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- LANDSCAPING (lYP)
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TaCO SERVICE. (FlElD
I \-mIFY ROUTE) -------------------
LOT 4 I PCS ANTENNAS MOUNTED ON (30' UTIlITY EASENENT
I AN EXISTING WATER TANK. )
I I (TYP. 3 SECTORS) -
-
-
I GROUND ELEVATION: -------------------- -=-
{:
5084' {:
\.t ~
I l'SED A Rt't\~",~
LOT 4 ~"'fI.1I1111"~
,.4~P'.}....4
...... ....
W, Knox Fitzpotrick 10,
I Architect & Associates
Wood Creek Business PGrk
I 12810 N.E, 178th street
Suite 234
~~ WA 98072
\ Ph: 425 415-0746
I I FAX: 42 415-0799
DATE: B-31-01
I I DRAWN BY: JBK
1- - CHECKED BY: WKF a: OJN
-
\ - REVISIONS
--~I DATE ~
\ w JHI PRELIM CD
~I !HI FINAL CD'S
(/)1 FINAL CD'S
~ - 1HI FINAL CD'S JFO
wl~
- \ t- . .lHl REV. FINAL CD'S JFO
- , -101
(/)"
---- ::.c ('<I .J.fI REV, FINAL CD'S JBK
SITE NUMBER
MT010BOA
BOZEMAN W.T.
1632 KOOON DR.
'-I"'" REFER TO SHEET 0"-2 FOR flOZDW,I, MT. 59nl
ENLARGED EQUIPMENT PLAN
'~
'-...., ARCHITECTURAL SITE PLAN a.1.1
24-](36. SCALE: 1"=20'
11-](17. SCALE: 1 "..4()'
. .
CONSTRUCTION PLAN KEYED NOTES
ElOS1lNG
~TE
-
.~lRIIiNscEMRSfA11ON (8ISl..: IN 80 s.F. PRIMARY BASE TRANSCEIVER STATION (BTS) - PROVIDED BY VWC.
...lEA$E .~. 'MllINEXISIING SH JER 0SEE SPECIFICATIONS ON SHEET 0-5, DETAILS 2, 3 '" 4/0-3
20' AND 3/e-1,
o EXTENSION BTS UNIT - FUTURE (PROVIDED BY Wt'C).
<e> BOl1.ARl) -SEE DErAIL 7/0-4
CrE] ACCESS ~ NEW ANTENNA SUPPORT FRAME (PROVIDED BY CONTRACTOR),
<V MOUNTED ON THE SlOE OF AN EXISTING WATER TANK
SEE DErAILS 3/0-4 &: SITE NOTE 13 ON SHEET 0-2. -
~~
[E] fIRE HYllIWfT ~ 06'-0. HIGH GAlVANIZED CfWN UNK FABRIC FENCE
0 6'-0- POST TO POST lYPlCAL SEE DETAIL 11/0-4
~ 4'-0' WIDE SWINGING CHAIN UNK lOCKING GATE. (lOCK
PROVIOED BY VWC.) REFER TO SHEET 0-4 FOR DETAILS.
~ PCS ANTENNAS (PROVIOEO BY VWC).
1 SEE SCHroULE ON SHEET e-1, OETAll 1 '" 4/0-4 '" SITE NOTE #3
~ ~ RUN COAXIAl. CABlES UNDERGROUND IN (6) S' CAlV. RIGID
CONDUIT TO ANTENNAS. (PROVIDED BY CONTRACTOR), SEE DErAIL 6/0-5.
43> COAXIAL. CABlES TO ANTENtW) (PROVIDED BY VWC).
[E] CARRIER SEE SCHEDlA.E ON SHEET .-1.
NfTDtNAS (T'tP) 43> SHEET METAl SHROUD ON SIDE OF WATER TAN<.
SEE DErAIl.. 7/0-4 &; SITE HOlE #3. (PROVIDED BY CONTRACTOR)
~ SEE SHEUS e-2, .-3, e-4 FOR GROUNDING TYPICAl. -
-
=
.:
43> FOR NEW TELEPHONE AND POWER lRENCH DErAIL. REFER TO 1/0-5. ~
IL\.\. ~ ;
~ WAll. MOUNTED POWER PROTECT1<>>l CABINET (PPC) (PROVIDED BY VWC). .,fSEO A tlC\\~'~
ELECTRICAl ONlY, NOT TO INClUDE Tn.EPHONE PORTION "''''UI.II1''''
P"4 ' P" . } ... 4
.. .... ...
W. Knox Fltzpatrick 01,
~ SHEET METAl SHROUD WITH COAX SUPPORT BlOCKS Architect &: Associates
SEE DETAIL 7/0-4 ($1M) &: SITE NOTE '3 (PROVIDED BY CONTRACTOR) Wood Creek Business Pork
12810 N,(. 1~ Street
Suite
Woodim~ WA 98072
Ph: 425 415-0746
FAX: 42 415-0799
DATE: 8-31-01
DRAWN BY: JBK
SITE NOTES CHECl<ED BY: WKF &: DJM
REVISIONS
1. VERIFY AZIMUTH WITH FINAL SITE CONFIGURATION OI.TE ~
SHEET FROM R.F. ENGINEER. 10M PRELIM CD S J K
1HI FINAL CO.S JBK
>>fI FINAL CO'S JBK
2. NO CHANGE OF EXISTING GRADE PROPOSED 1HI FINAL CD'S JFO
3. All TANK MOUNTED EQUIPMENT -ANTENNAS, REV. FINAL CD'S JFO
COAXIAL CABLE SHROUDS, PIPE MOUNTS, ETC. H REV. FINAL CD'S JBK
SHALL BE PAINTED SHERWIN WILLIAMS #5865530 SITE NUMBER
MT01080A
BOZEMAN W,T.
1632 KOOON DR.
BOZDIAH, MT. 59771
24.x36- SCALE: 1-.10' a.2
11-x17- SC6.I..E: 1-=20'
", , CONSTRUCTION PLAN KEYED NOTES
<9 LNA (LOW NOISE At.lPUFlER) - lYP. "T EACH ANTENNA.
PRIIMRY SASE TRMISCBVER STATION (BTS) - PROVIDED BY VWC.
<9SEE SPECIFICATIONS ON SHEET 0-5, DETAILS 2, :5 &: 4/0-3
AND 3/e-l.
o EXTENSION BTS UNIT - FUTURE (PROVIDED BY VWC),
~ BOLLARD -SEE DETAIL 7/0-4
/.'.. NEW ANTENNA SUPPORT F1WdE (PROVIDED BY CONTRf>.CTOR),
~ t.lOUNTED ON THE SIDE OF AN EXISTING WATER TANK
SEE DETAILS 3/0-4 &: SITE NOTE 13 ON SHEET 0-2. _
NOTE: PROVIDE 10' ~ 8
CLEAR SEPARATION r- I!:
BETWEEN VSW
ANTENNAS &;
EX5TMW ~~. ~ 6'-0' HIGH GALVANIZED CHAIN UNK FABRIC FENCE
"'ITENNAS 1 ~ "-0' "'" ro PO" "',"'- "E "'"' "/0-<
% 4? SUSPENDED COAXw.. CABLE TRf>.Y. SEE DETAIL 2/0-5
TYPICAL ANTENNA INSTALLATION PLAN" 4Y~ ~~ ~~~~ ~1~6A1L 1 &: 4/0-4 &: SITE NOTE'3
24-x36- SCALE: 1/2".1'-0.
A 11-x1r SCALE: 1/4"=1'-0- ~ RUN CXWCIf>.l. CABLES UHDERGROUND IN (6) 8" GAlV. RIGID
~ ~ CONDUIT TO ANTENNAS. (PROVIDED BY CONTRf>.CTOR). SEE DETAIL 6/0-5.
~E: INTO q~ PO ~ CXWCIf>.l. CABLES TO ANTENNAS (PROVIDED BY WtC).
E _ ~J WER &: Tn ~ '0" SEE SCHEDULE ON SHEET e-l.
- E '..u.;O SERVI
- T _ E CE. (SEe sur....
- 1" ""-CI O-t.1)
. -
o .
I =
:- 49 SEE SHEETS e-2, e-3, e-4 FOR GROUNDING lYPlCAL.. =
;:
( [E] SHELTER <,} FOR NEW TaEPHONE AND POWER TRENCH DETAIL, REFER TO 1/a-5. '\ :.? ':8D-I\.'i'4: c-I
[E] CONCRETE ~"l'", "'IIf ~ ~<.::.#
SLAB FOR fUTURE WALL MOUNTED POWER PROTECTION CABINET (PPC) (PROVIDED BY VWC). "',,:rSto A RC~\ ~,..."
CITY GENERATOR) 49 ElECTRICAl.. ONLY, NOT TO INCWDE TaEPHONE PORTION ~'II"'hllll\'I".
[E] CABLE LADDER "(1 , ,. _}... (I
(ABOVE) ~ ~ ~ ..
~ ........ ........ W, Knox Fitzpatrick II,
[ ] "'V" ...Q.. SHEET t.lETAL SHROUD WITH COAX SUPPORT BLOCKS Architect &: ~tes
E CITY EQUIPt.lENT '\ '<:Y SEE DETAIL 7/ -4 (SIt.l) &: SITE NOTE '3 (PROVIDED BY CONTRf>.CTOR) Wood Creek BuSiness Par\(
\ a 12810 H.E 178th Street
Suite 234-
./.). COAXW. CABLE ENTRY PORT (PROVIDED BY CONTRACTOR) WoocflflYJ~ WA 98072
= = = _ _ \ '{Y REFER TO DETAIL 3/a-5 Ph: \425 415-0746
- - =::::: - - FAX: 42 415-0799
- - - - = - - DATE: 8-31-01
DRAWN BY: JBK
CHECKED BY: WKf &: llJN
,,/ ..;/ ,.j REVISIONS
/,. / ;' /
.I / / "
,)/;~~/
, ~ :/~/'/
/ l /- if SITE NUMBER
I/I~// MT010BOA
_ -::> ;/ // /C[E] ACCESS RD.AD) BOZEMAN W.l.
f.f // jl /" 1632 KENYON DR.
I -
1/ ..l ;/ , BOZELIAN, lIT. 59771
<::' //? />' ./
//,.//JI// ENLARGED EQUIPMENT PLAN a 21
24-x36- SCALE: 1/2-.1'-0" .
11"xlr SCALE: 1/4-=1'-0" I
.......-,..- ..'
~ . I ........,. ....... CONSTRUCTION PLAN KEYED NOTES
~ ..,.. ~' ~
~ .., ,... . .,... Ct) s: g
i i,:, ..~ Ct) .2 0
~'i .~I... PRIMARY BASE TRANSCEIVER STATION (BTS) - PROVlDED BY 1fWC, ..... .... ~
o ....,." '............... ...~, <VSEE SPECIFICATIONS ON SHEEr 0-5, DETAILS 2, 3 & 4/0-3 r. '1....!I a:s ~
l!i <; I AND 3/e-1. 1II...... ... ..J
':i ..........,..... .~ I: .ll.t 0 8
J > ~
g ..:::::: Q:: ... ffi
if ~~-O>
/.\. NEW ANTENNA SUPPORT FRAME (PROVlOE. 0 BY CONTRACTOR), I ~?- 0 ffi
~ MOUNTED ON THE SIDE OF AN EXISTING WATER TANK ........;;;;;" ~ 0
24. 18.1' SEE DETAILS 3/0-4 & SITE NOTE #3 ON SHEET 0-2. _
E~UIPM~~J6' ~~~!!,~~14 \\~ .J~ i
11-x17. SCAlE: 1 'i4-=1 '-0. I If. '.... . ED
~. )-
~ U)Z
I-- - ,.- --1 I-- . &:5 0 ~
~--L ~--~ ~__~ I--RECmER~ ~ft ~
/, , I-- ...JI6CICL - ...
L. -L _ _ ~- -' I-- ~_ -' ~
. / '\ '\ 1----- I')
s L +-- - - - -~--->r -' r--" - --->r -' '- - _ _ A PCS ANTENNAS (PROVIDED BY \fWC). ('II
o ~. ~. ~. ~ SEE SCHEDULE ON SHEET e-1, DETAIL 1 & 4/0-4 & SITE NOTE #3
~ {EXPNCSION)- - - - '- - - I RUN COAXIAl CABlES UNDERGROUND IN (6) 8' Gl>LV, RIGID
~ II/,::;. ~ _ _ _ ~ _ ~~ 1,- - , r <9> "'"""" m ""'''''''. .-"" " ",,,,,,,,,,,,,,,. '" on.... 'f.-'. ...""""..... ._
~'=~ /1 - -) II II ~...: of 1.10 ~"" - An\.
~ LC - - - _ _ _ '--I _ _ _ G :!::! = = \:::!: ~ COAXIAl CABlES TO AN1ENNAS (PROVIDED BY WtC). ~.cc "-....:.-;,;: ~~~
'" L' / -' I -' IWJERI' 'CY SEE SCHEDULE ON SHEET e-1. ". -- .......-
~- - - -r- - -r- IW:ICS ;t,,"'t: ,-
'\ / / _ SHEET WETAI. SHROUD ON SlOE OF WATER TANK. ;:
L _ """"'\ _ _ T" - -' - - _ -' 1 r -, r <@> SEE DErAIL 1/0-4 & SITE NOTE #3, (PROVIDED BY CONTRACTOR) = '" c
L__' /__-' /.:'__-' !J==U i i
1"""\ I 7'"- I ..- i
~~ .~h ;:
. ~ ':tJo_'A.\.~YI
EQUIPMENT El. EVATION.f3 ~,rrstmc~~;'#
24.xJ6. SCALE: 1/.2."1.-0. ""11'''11''''
11.x17. SCALE: 1'14..1'-0.
,. 'lIII" }Y
~: 4 . 4
BASIC CIeNET " IlAT10lY RN:K - 8IlO LBS ~ ~ ~ ...
EXTENSION CAIINET - 27U lBS W. Knox Fitzpatrick IH,
Art:hitect &c Associates
, Wood Creek Busine88 Pen
:::: ...--. SlI'fIIllRIS. [El WALL (011 <mtER lmlIlUC1lONJ 12810 N.E. 17~ Street
En:. ICIl' IIIlIN Flllt ~ ~ . . A COAXIAl.. CABLE ENTRY PORT (PROVIDED BY CONTRACTOR) Woolf ~~ite J,., 98072
UNIlY. 1IE.&::s1 Flllt 4 4 <'.i ~ ~~ "(.y . REFER TO DETAIL 3/0-5 Ph: mS 415-0746
lRCllIIIIlQ 15 FAX: '(42 fl 41 5-0799
n - ""In = I. , 14 DATE: 8-31-01
~~ ~~ ~ RAOIO ! ~ . t:i /[E] CARRIER DRAWN B'l': JBK
. RACKS RACKS . ": ;!I; ANTENNAS (TYP) 6 [E] CARRIER
) EllP ,) ~ () ~~ :!!~ I ! ~ / COAX RUN CHECKED B'l': WKF a: OM
y = = ~ = = Iii T \ / /" / '\ -' REVISIONS
, I \ ~ n ,n
\ ,f "'" J \ / - - -- '- DATE DESCRIPTION ItITlAI.
. V';7 ,85.85 """," v / [E] LAOOER~ ~.. =l t=1 f:tI:: I: ~ =:t= . I: :f:: =t .1: ~ =I=:f:: =t= +:=1 rn ~FNE.kLM ~ts' ~ j~~
.ll5 11,7' 117' 11.1'?-85' II il-1HI FINAL CO.S J8K
SE~4. ~ - II C[E] WATER TANK) 2J.f1 FINAL CO'S JFO
COIAI, CMINET #$.8"D1'NI9OIl CAIlIN! _ II f IHHI REV. FINAL CO's JFO
,~ MR.UAIJ( RADIO ECIUIPMEHl" CABII1 ET 15 II f5 " is .H REV. FINAL CO'S JBK
~ 0 >
14 II - i3 ~ 0 SITE NUMBER
[E] SHElTER [E] 6' HIGH (B 0) I ~ () ~
.1 FRAME llASE 1 3 21 "~I II ~
~ """" ~~ 13 '" [E] TRENCH BOZE>.4AN W.T.
~ ,~ 14 I ! 1632 I<EN'fOf DR.
~ ~ bJ.L RECTIFIER . ~ ...
"~IIi~ ]~~ v 1JTnN ~ ($V ~ WI W r~ ~ ?" ~ f?'.' W 8OZDM,MT.59nt
~ <- A I U2I/t ~I A A \&1 .d ~,.A81 .a ~ ~ ,h1 .-<< ~ A A ~ & .&
1"',_________.l______I} a 3
EQUIPMENT PLANr:::- ---= - - - - - - - - - - - - - ~
24.xJ6. SCALE; 3/4".1'-0- 2 WEST ELEVATION! 1 · .
11-x17- SCALE: S18- -1'-0" 24"x36. SCAlE: 1/.r .1'1
11"x17- SCALE: 1 /8"=1'1
-, SPECIRCATION fOR STUD WELDING TO EXISTING WATER TANKS' 10
1. WELDING STUDS SHM.l BE fUll THREAO[D FlANGED STAINLESS STEEL STUDS AND SHAlL BE 5/16" DIAMETER AND 2' LONG, UNLESS I ...
OTHERWISE NOTED ON THE CONSTRUCTION PLANS. SEE SITE NOlE 13/0-3 ECI) ~
2. STUDS SHALL BE WElDED BY THE CAPACITOR DISCHARGE METHOD, NElSON NCO 100 SYSTEM. ALLEr WELDS ARENDT ACCEPT.A.8LE. NOTE: PROVIDE SPACERS 0 LOCATIONS CI) Co 10
wi LESS THAN 3 SUPPORT BLOCKS 0
3. THE SURfACE SHAlL BE PREPARED BY SPOT REMOVING THE PAINT TO BARE METAl.. WITH A POWER GRINDER. If THE EXISTING COATING h... Cl
SYSTEM CONTAINS LEAD OR OTHER POTENTlAU.Y HAZARDOUS MATERIA1..S, SPECIAL PROCEDURES fOR REt.lOVAL AND DISPOSAl Will BE REQUIRED. 'I ......... fIIlII! <(
UNlSTRUT 0 4' O.C. , 1 ~ "V 0:
4, TEN TEST SPECIMENS ARE TO BE PREPARED USING 1/4- PLATE"Of THE SAAlEMATERIAL AS THE STEa TANK. THE TEST SPECIMENS SHAll fASTENED W/ STUD WELDS rill..... .. 9
BE AT lEAST SIX INCHES SQUAREWfTH ONE SlOE PAINTED WITH A WHITE ENAt.lEL PAINT. .... ....... 00
' I Y,UPPER SHROUD ^ 0
5. INITIAl.. QUAlIfiCATION TESTING SHAlL BE PERfORIolED UNDER INSPECTION Of THE ENGINEER. CONNECTION DRILLED (TYP) ....... ct:: ~li
6. BEfORE PROOUCTlON Wfl..DING WITH A PARTICULAR SETUP AND WITH A GIVEN SIZE AND TYPE Of STUD, AND AT THE BEGINNING Of EACH : _ 0 ~
DAY'S PRODUCTION, TWO STUDS ARE TO BE WELDED TO THE BARE SIDE Of A TEST PLATE. ALl TEST STUOS SHM.l BE WELDED IN THE SAAlE r~=':OC~LEOR r ' ....::-:! 0 ~
GENERAL PosmON AS REQUIRED ON THE PRODUCTION MEIolBER (FlAT, VERTlCAl, OR OVER-HEAD). / PRE-APPORVEO EQUAl , ~ Cl
7. THE TEST STUDS SHAlL BE VISUALlY EXAMINED. THEY SHAlL EXHIBIT fUll 360 DEGREE flASH. THE PAINTED SlOE Of THE TEST PlATE ;:;.:~/ / ~~ \ J- .
SHAlL NOT EXHIBIT /IH'( DISCOLORATION DUE TO EXCESSIVE HEAT. AFTER THE STUDS ARE COOl, THEY ARE TO BE BENT APPROXIMATELY 30 ~ r'l, ~ \ -~ ....... ld
DEGREES BY USING A WRENCH, <"" :'-1/2. S.S. ALL THREAD . I ~ 1&1
V ( ) DOUBLE NUTTED TO ~ 0:
8. If ON VISUAl EXAMINATION THE TEST STUDS DO NOT EXHIBIT 360 DEGREE flASH, OR If TESTING fAlWRE OCCURS IN THE WELD ZONE Of Q g () ~ .--- UNISTRUT I ... ID In
EITHER STUD, THE PROCEDURE SHAlL BE CORRECTED. lWO MORE STUDS SHAlL BE WELDED TO ANOTHER TEST SPECIMEN AND TESTED AGAIN <"" ( t ~ .... .
UNTIL SATISFACTORY. V . 8 -:2 _ ~ """;' . ~ ~
9. PRIOR TO PRODUCTION, CONTRACTOR SHAlL PERfORM THREE, TEST WaDS ON THE WA,TE R TANK IN A LOCAnON SPECICEO BY THE TANK 6 () -- ----'4" j D~ , UJo g
OWNER TO VERIFY THAT NO DAMAGE WIlL OCCUR TO THE COATING SYSTEM ON THE INTERIOR Of THE TANK. ANY AND ALL DAMAGE TO THE , ,,/ , ....... NOT USE 0 r-:--- 1&1
INTERIOR COATING SHALl BE REPAIRED TO THE OWNER'S SATISFACTION. If DAMAGE DOES OCCUR, THE PROCEDURE SHAlL BE REEVAlUATED BY ,\, ) / \ 'i" I 9 ~ a. Cl
THE ENGINEER, THE CAARIER'S AUTHORIZED REPRESENTATIVE, AND THE OWNER BEfORE COt.lMENCING WITH THE WORK. , <; < t, / I ~ I I")
10. AFTER THE STUD WELDS ARE INSTALLED, THE PAINTiNG SYSTEM ON THE OUTSIDE Of THE TANK SHAlL BE REPAIRED WITH A PAINT -gl'l () j ", ( J ~ REFER TO STRUCTURAL ~
ACCEPTABLE BY THE OWNER. c..;, (. ", \ 1 NOTES &: DETAIlS PROVIDED
I\P Q " \ ~ 1 \ .,'-:; BY PWA ENGINEERS INC.
. " ,I EXISTING WATER BE ATTACHED)
SEE SITE NOTE 13/0-3 ~ \ "- /_ !:TANK WAIl. (TO "".11I.",,1.
'-- --"" 1\"" n. f AI 11,1.
Gf.LVANlZED SHEET r(4) 1/2-'-- J ~.,~ v........ O,y ;'~
METAL PAINTED TO 1/2- S.S. ALL THREAD / NELSON STUD 1 # '" ~'\
MATCH EXISTING TANK1~ ~DOUBLE NUITED TO ~~ I I r~ 3/8" 0.0. I,,~, " 'i.
. UNISTRUT I I SCH. 40 -PIPE Vi~~ . X ~ ..,........
NTS CDAXlAl.. CABLE REfER TO WATER TANK I I I j IJ"JIJ '-'.0'11111
STUD WElDS TO, STRUCTURAL CAlCUlATION I .-:u. v'"
[E) TANK -" SUPPORT BLOCKS OR PACKAGE BY PWA ENGINEERS It,. lr ~ _
PRE-APPROVED EQUAL INC, (TO BE ATTACHED) .. E
---- ~<A h ~#
UNlSTRUT fASTENED TO b -' --- ~ '~<.t R. ~~~(O
NElSON STUDS 0 4' O.C. LOWER SHROUD ~ .::::.--: I ~+;,: 'SED A Rt'f.~+"
CONNECTION SlOTTED I "...."""....
"00/ ~~~~ W //// ///// /; (lW) I I I w~~~;U:!;:"
Architect &: Associates
NOTE: LOCATE UNISTRUT EXISTING TANK WALL "-- EXISTING TANK WALL I I __ Wood Creek Business Park
SUPPORT ASSEl.lBUES 0 ..-- 2' ___ 12810 N.E. 1~ Street
4' -O-O.C. MAX MAX ~ Woodifl~;: WA 98072
I . Ph: \~21k) 415-0744>
VERTICAL CO~X~ SHRO~~~17 HORIZONTAL CABLE SHROUD![f AJ:.~~NN~ 1 ~;;.~~!-l 5 DA~AX~~;~_01415-0799
2~ X3~ SCAlE: 3/8.-1. NOT TO SCALE l1-X17~' ". 3"/4-"1'-0~ I " n".....' BY' JBK
11 x17 SCALE: 3716 ..1 _ ~ """"'.. .
CHECKED BY: 'IIKf" a: OJM
Rf CONNECTORSS~ ~4 ~.~ ~RT SCISSOR BAACKnS BE1WE€N THE Ul'PBl ~ REVISIONS
5 5 1 tIOUNI1NG IlRo\CKET HID THE UPPER POlE Al:\OPiER 1IRACKEl".
SECURE USlNC 1/2 INCH HAROWARE PRCMllED. DAlE DESCRIPTION INITW.
\' ~ I. 4 /'-'. ~ I ...----oPTIONAl.. OOWNTlLT 2). ~ ~ ~R~ ~T~ [fs~~ :i~ )1-11 PRELIM Cpo S J~K
\ I'" ~ BRACKET HARDWARE PRO\I!llED. l-1HI FINAL CO S JBK
LNA~ 1\ ~ ~ rtOY ~ 3 THE NUWllEIl Of" CONNECTORS WILL VIR( BASED ON )HI FINAL CD'S JBK
' .~~I~~~ ~~
" \ ~.J --... r-----...' 3 PARTS: 1I-D1 FINAL CD'S JFO
'N,pl 'N ~~ ~ Item OTY Oescr;pl;on ...... REV fiNAL CD'S JFO
v U " ~ Ii;, 1 ~ 1 1 Adaptor, Pole, lower ......" .
GRO NO LN.4 TO It ~ II f..--LNA W/ HOSE CLAMPS 1 Brocket, Oowntill, Pole .H REV fiNAL CD'S JBK
U } b-"'" TO PIPE MOUNT 1 Broci<el, Oowntilf. Anlenno .
'" ANTENNA BUSS BAR I- PROVIDE CABlE T\[S TO 4 4 112 X 1 Hex lieod 8011
GROUND lEADS TO V SECURE ALl JUMPERS 4 1/2 Splil Wosher SITE NUMBER
ANTENNA GROUNDING 8- ~\ \'t ~ ~O PIP:E MOUNT 2 5/16 X 1 ~x Keod Bolt MTD1 DaDA
BUSS BAR I'----: _ 'y' \ 2 5 16 SDlit Wosher
~ 2.75", GROUND ANTENNA PIPE, ""l.,; ~ PANEL ANTENNA (lYP) BOZEMAN W.T.
y- MOUNT TO ANTENNA ...... "&.... SEE DETAIL 4/ -4 1632 KENYON DR.
BUSS8AR~ ~."""... 0
.., = PIPE IolOUNT (lYP) BOZEW.N, t.IT. 59n1
FlAT PANEL PCS DIRECTIONAl.. ANTENNA ~ "1 UTS PART It.rf 395 OR
fREQUENCY:1850-1990 MHz ~ APPROVED EQUAl 4
WEIGHT: 23 LBS.
WINO SURVIVAL: 150 IolPH .
SEE SITE NOTE ,3/0A3NTENNA DETAIL~ NOT USEDTT ! ANTENNA MOUNT DETAILfT a
24-"'36. SCAlE: 3/16-~1'-o.1 4 NOT TO SCALE
11'x17- SCALE: :3/8-= 1'-0"1
!
;;
;
__u .!
-, . BATTERY CABINET SPECIFICATIONS
. . HEIGHT 57.5 .. (146Orml)
WDTH JO.J .. (nOrnm)
DEPTH ~.. (11_)
t.lAXIoIUll WEIGHT 880 Ib (400 KG)
FOOTPRINT 2
EI.PJY WEIGHT 440 Ib (200 kq)
VOLT.o.GE
IMX. POWEll (240'0' )
NORt.lAL POWEll
.....N CIRCUIT PIlO1EC1IOtl
IMX. HEAT DlSSPATION
NORIolAL HE"AT DlSSlPA1ION -
OPERATING TEllPERAlURE ~~
. . < lrWOMUll OPERATING
HUIoIIlITY
4. ENTRY PORT loW( lB'EL Of ACOUSTIC NOISE
GROUND CABLE
4" FEED- THRU ENTRY NflEIoIW. CONNECTORS
NOT USED PANEL MTS PART #EP1118 WAVEGUIDE ENTRY PORT CABIN[T 0U1Pl1T
6 11"x17- SCALE: 1..1'-0- REtEIYE SENSITMTY
24"x36- SCALE: 2"=1'-0" OUTPUT POWER AT CABtlET
AN'TEMIA COMfECTOR (H2D)
IfOTES;
.l;, ~~ =1js ~ rc:.~af1 ~ --...
TRX operation,
UNEXCAVATEO AREA ~xiII"=~ia~ -: ='= ~ ~ = oc:IIve.
3. Normal ia defined CIS __ DOl chargng and -...
DOl_
..
7 =
- ..
s ~
.. It
'\~ ;~~\ '\" ~Y
BTS CABINET SPECI FICA TIONS ~";;tSfD A RC"~'~
r,""...II''''\:
HEIGIfT 57.5 in (146lnm) 57.5 in (146lnm) r~ .. r.} .. ~
COMPACTED SAND WID1H JD.3 in (77Orrm) 3O.J in (71Omm) ...... .
DEPTH 42.3 in (115llmm) 42.3 in (11sn-nm) W. Knox F'dzpotrick III,
WAXIIlAl WEIGHT 160 b (345 kg) 160 b (345 kg) Architect &: Associates
Wood Creek Business Park
WEIGHT ./0 8'.TlERIES 1281 0 N,[. 178th Street
EMPIY 1IEIGIIT Suite 234
Woodm~ WA 98072
YllIDIGE Ph: 425 415-0746
COAX CABLE CONDUIT TYPICAL ENTRY PORT INSTALLATION FAX: 42. 415-0799
3 .DATE: 8-31-01
NOT TO SCALE 11-x17- SCALE: 1".1'-0. lIAX. POIl{R (24W )
24-x36" SCALE: 2"=1'-0. NORUAL POWER DRAWN BY: J8K
lIIIN CIlCUIr PROTECOON CHECKED BY: WKF a: Ml
lIAX. lOT 1lISSIPA1JON REVISIONS
NOTE: PRO~DE BOND CONNECTION NORII.ll f€AJ DISSlPA1JON
SPUCES JOINTS TRANSmON 0PEJl.(JlNG lDFERATURE -2T 11>~' f -2T 11>122. F [}AlE DfSCRIPTION
(-33" 11> C) (-33"lD 50" C)
EXPANSION ANCHORS ffil'ERATURE VNlLI.1JON ~JH1 PREUM CD S J K
W/ EPOXY GROUT t-1l-11 FINAL CD'S J8K
lII.XIloUI Ol'ERATlNG 95X 951 1HI FINAL CD'S J8K
HlMlI1Y
~~~1 lhrs 1 hrs 21-11 FINAL CD'S JFO
AIlIlIIIOIW. PN!lW. llI'ERATJIl REV. FINAL CO'S JFO
BAlTER'\' BACKUPl
Tll OUIPUT POWER "H REV, fiNAL CO'S JBK
3/8"x6" ....8. . 00DlIW. 11 CAIII.E
<D
I EX1ERIW. AlARM CAIll..E SITE NUMBER
"v
L 2-x2"xJ/16- 45 DEGREES TO POWER CAII.f MT01080A
STRUCTURE ABOVE. COORDINA GRO.H> c+.8I..E
W/ DUCT LOCATIONS (TYP) ANCIOltG HOLE llIA. BOZEMAN W.T.
FUSES 'MIItH CABNJ 1632 KENYON DR.
2" ElECTRICAL .lHfEhNI. ClIIII:ClORS BOZEMAN, lIT. 59771
3/8- OIA. THREADED ROOS, CONDUIT
(6'-0" O.C. ~.) NOlES:
1. 1.5 hours 01 ~ is ~ f... fullTRX opero\!on. hi
CABLE TRAY. SEE PLANS FOR ocIdilionol 0.5 ..... is . for BCf .1thoIt TRX oporoIi:In. a-5
WIDTH AND LOCATIONS 2. llaOmm is defined os botleries m and heaIer.l oclM!.
.......Iiory IIOV ouUeI poEI" rrost be 10 this f""",.
COAXIAL CABLE TRAY E lE CTR I C /TELE P H 0 N E TRENCH DETAil 3. Normal is defined os bolIer\es not chorging ood Ilooters not ocIiYe.
NOT TO SCALE NOT TO SCALE
- , ...i..'.C"..,.. i.?c.
. . ELECTRICAL/TELEPHONE ;- y. ~ ,
NOTES ANTENNA AND COAXIAL CAB~E SCHEDULE ELECTRICAL/TELEPHONE KEYED NOTES
.,.. RUN (3) 13/0 THHN IN 2- CONDUIT UNDERGROUND FROM
PROVIDE 4 H CONDUIT EQUIPPED WITH (1) PULL STRING AND A~l~t4NA MARl< SECTOR ANTENNA * AGL CABLE LENGTH (+ / -) AZIMUTH COAX SIZE o ElECTRICAl SERVICE TO SUB METER / DISCONNECT SWITCH
(2) 6 PAIR 22 GAUGE BURIED WIRES. ALL TELCO CON[)lJITS.' 1 LOCATION. RUN TELEPHONE fROM EXISTING PEDESTAl OR
(TRUE NORlli) TELEPHONE BOARD TO B1S lOCATION. CONTRACTOR SHAlL fIElD
AND WIRING SHALl MAINTAIN A MINIMUM SEPARATION OF18H, At..T'.. AlPHA RV9O-18-oDDP 35 fEET i: 120 fEET 315' 1 5/8- VERIFY EXACT ROUTING OF ELEC.(TELCO. SEE DETAlL(S) ON
AWAY FROM ALL AC POWER CONDUITS AND WIRING. ." ".'-.YA2 " ..'.... AlPHA ... RV90 18 OOOP 35 fEET i: 120 FEET 315' 1 5/8- SHEET 0-5 FOR TRENCHING REQUIREMENTS, fOllOW All.
>' "--- .... ...~ APPLICABlE LOCAl CODES AND UTILI1Y REQUIREMENTS. PROVIDE
PROVIDE (1) 26'W X 21 -H X 3/4n THICK PLYWOOD .... ......... tn BETA RV90-18-00OP 35 FEET :1:135 FEET 1 5/8- 4- CONDUIT EQUIPPED WITH (1) PUll STRING AND (2) CAT 5
BACKBOARD FOR TELCO TERMINATION ON ELECTRICAL 45' 22 GAUGE BURIED WIRES. All TELCO CONDUITS AND WIRING
EQUIPMENT STANDARD. ' ... B2 ... BETA RV9O-18-00OP 35 fEET i: 1 35 FEET 45' 1 5/8- SHAll MAINTAIN A MINIMUM SEPARATION OF 18' AWAY FROM
All AC POWER CONDUITS AND WIRING.
PROVIDE 6' OF #6 GREEN GROUND WIRE ATTACHED ON ONE Gl GAMMA RV90-18-00DP 35 fEET i: 1 65 FEET 225' 1 5/8- o 2' RIGID METAL CONDUIT. SEE NOTE #, FOR ROUTING,
END TO GROUND BUSS BAR IN DEMARCATION CABINET. G2 GAMMA RV90-18-00DP 35 FEET i: 165 FEET 225' 1 5/8-
PROVIDE (1) 120V AC OUTLET ON ELECTRICAl EQUIPMENT o 3n RIGID METAl CONDUIT FOR POWER ROUTING TO BTS
ON SLAB SURfACE, -
STANDARD WITH 4 OUTLETS, DO NOT MOUNT AC ON .MQIE; REFER TO -FlNAL- SITE CONFlGURAllON SHEET AND/OR CONDITIONAL USE PERMIT APPROVAl AND o PPC ASSEMBlY
PLYWOOD BACKBOARD, CONDITIONS FOR VERIFlCAllON PRIOR TO CONSTRUCTION.
PROVIDE TELECT 8 T1 DSX UNIT TO OPERATIONS fOR T1 **00 NOT USE COAXIAl CABLE LENGTHS FOR CUT LENGTHS; FOR ESTIMATES ONLY. o ELEC. METER BASE
MAINTENANCE. MECHANICAL DOWNTIL T PROPRIETARY INFORMATION
TELECT PART #010-5008-0001 ALPHA: (2") lWO THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION o TaCO BACKBOARD. SEE NOTES. UPPER lEfT
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR
BETA: (2.) lWO DISCLOSURE OTHER THAN THAT WHICH RELATES TO
GAMMA: - (0") ZERO VOICESTREAM ,pes BTA I CORP. SERVICES IS STRICTLY
PROHIBITED. I
rCABw1/2- COAXIAL
lAOO CABLE JUMPERS NEW 25kVA POLE -MOUNTED o 120/240 VOLT 1 PHASE
GROUND WIRE. SEE UTIUTY COMPANY 3 WIRE 200 AMP WITH
/ ~~EET e-2 fOR DETAILS TRANSFORMER, COORDINATE TEST BYPASS FACIUTIES
IT ROUND KIT CONNECTION REQUIREMENTS
WITH UTIlITY COMPANY.
'/ In.<<;e
~w 0200 AMP MAIN
FiN>< I ISC=7,4OOA M B DISCONNECT (OR FUSED ",,- "- "- "- "- "J 1..."-"-"-"-"'" :-.... V ,
CABINETS I SWITCH) ~ rr 11 ~
-
, ~ II II ~ -
I ..
iI@ 23 E
I ' 0 PORTABLE EMERGENCY, t'..:: II II ~ ... Ifj
11 WIRE &: CONDUIT TO BE SIZED GENERATOR RECEPTICAL ~ t'..:: '("1"~ ':OOIl/lYn.l\ "" ~"
~ II II ~ it. 4' ~~
SIDE 1='1 VATll N BY a.ECTRICAl.. ENGINEER~ ~""I: 'SED A RC~,\..\."
lrum: REfER TO ARCHITECTURAl. SHEETS f::: II II ~ ~"'''IIIII''''\'
FOR SITE ~~~ LOCATION Of ro& t'-I'\6.~ ' C'- II II ~ "4~".}.4
TRAY k gnj m:- ~ ~
!r 1/'" COAXW. ~ 4 II II ~ ~ ~ ~ ..
CABLE JUMPERS r~ w. Knox Fitzpatrick II,
CABLE TAlK NOTE, REWIRE PPC CABINET AS ~~ II II ~ Architect & Associotes
r~DER r=ETS Wood Creek Business Parle
METER PROVIDED AND INSTAlLED c REQUIRED TO LOCATE EMERGENCY . C'- 8 II II ~ 128H1 N,E. 17~ street
BY UTIUTY COMPANY, METER C) Suite 2
1I J / I GENERATOR RECEPTACLE TO SHELTER ~ ~~ II II ~ Woodm~ WA 98072
I CAN PROVIDED AND INSTAl.l.ED Ph: 425 415-0740
~ '" ElECTRiCAl CO~ EXTERIOR WALL PROVIDE BLANK COVER " ~ II II ~ fAX: 42 415-0799
jiiiiiiiiiiiiii @ PPC CABINET PORT OPENING, ALL Gii';;: 2 II II :--.: iYlTE: 8-31-01
12 CU GROUND TO SERVICE WORK SHALL BE PER NEC & " ~
rr---A -- tI ENTRANCE GROUND ROO ISC=2,42OA DRAWN BY: JBK
I~..~I~~-J -,-J -- APPLICABLE LOCAL ELECTRICAL CODES 0 ..." I II II ~
-- ~ I ~ il ~ II II :--.: CHECKED BY: WI(f &: DJN
~=m=~ =~ -- I REVISIONS
"~l :--.:
I . =m= ;:z1 =..~ Ie] POWER PEDESTAL WITH 0--i- ~ w LI=F =< II II ~
'r-- ~H ~ II II ~
1~'~:::1II=:<::::j Ie) ~ NE", 3R ENCLOSURE~
II ~;z: -. ;L--, ==- ... ~ f = " II II ~
FRONT ELEVATION (313/0+16GWC 7 1~(2* 12+112G)1/2-C I ~ = =)> II II ~ JFO
{ft:cLE lADDER V-2OOA2P MAIN CB ... ~ =---:: II II ~
(ABOVE) TEl WAll I !lY ~ ~ ~ V-WAlKING BEAM ~SFER I ~ ~ = '> II II ~ "!HI REV. RNAL CD'S JfO
~ C!5 ~ CIRCUIT BREAKER. BOTH "HI REV. RNAL CO'S JBK
/ 1/2- COAXIAL. I <0 N CIRCUIT BREAKERS \ = = / II II I'
CABLE JUMPERS 6 V r, CANNOT BE CLOS<D AT ~ ~ ~~!Krr ~I II ~ SITE NUMBER
~ THE SAME TIME.
II --" . 11" -r I=- GR "I~ 200A2P MAIN CB MT01080A
[I II Tlll~ ~ 1 ...' ~~~l ~ II
~ \t ' \~~. ';p (EMERGENCY SIDE) ~ b=:' .JJ BOZEMAN W.T.
,/ \ NTRATAlK CABINETS SURGE J c: ~ (3j!J/0+I6G)2-C \ J..=~ ~ 1632 KENYON OR.
GROUND KIT~ tlJ _ _ _ (BEI.DW>- = _ j ARRESTOR G APPlETON 200A ::-............................................................................................................................................................................................................"" BOZDlAN, lIT. 59n1
I GENERAJOR PLUG REFER TO SHEET c-1 FOR
NOTE: 50 AMP
I I PLAN BREAKERS FOR 81'S TELEPHONE & POWER SOURCE. e-1
~ - ~MGB - (1) EACH CABINET -lOCATED INSIDE TO B1S CABINET
POWER PEDESTAl (TYPICAl Of J)
COAX GROU~4~~~~~I~~~~~;i3 POWER ONE LINE DIAGRAM~ SCHEMA TIC ELECTRIC/TELEPHONE PLA~rT
NOT TO SCALi [ NOT TO SCALE
11.x17 SCAlE: 3 16-=1' o.
... " " GROUNDING KEYED NOTES
(El FENCE
-- ..fl / <8> EXISTING EXTERNAl GROUND RING
/ o MAIN GROUND CONNECTION POINT.
/
--- / 5j8~ X 8' -O~ COPPER GROUND ROO (PROVIDED BY
---. <g> CONTRACTOR). SPACE GROUND ROO AT 10' O.C.
~--.-. /
--
I 9 -- / MIN.-lYPICAL AS REQUIRED. REFER TO lje-3. r.
-- o GROUND FROM INTERNAL BTS GROUND BAR TO I.lGB. RUN
--,,-Ii ....... j GROUNDING UNE INSIDE OF 2~ PVC CONDUIT.
, , \ I o #2 SOUD TINNED COPPER GROUND WIRE FROM MG8 TO GROUND
, yl RING.
I o t.lASTER GROUND BUSS BAR (MGB). SEE DIAGRAI.! 4/e-3
I ,
I
, , ~~
, -.. , lOti
I .......~ <V EXISTING SHElTER ~ cni
I \ <S> #2 SOUD TINNED COPPER WIRE.
I :::::-- ~o"
I -- --- I \
--==--- ~ <!9 EXISTING WATER TANK 0.0
........ , ::::===:::::- -- --===-==j I')
........ N
I')
"- \ 5 - :::i GROUNDING NOTES & LEGEND N
;
\ "
\ ....... GENERAL GROUNDING NOTES
1, AlL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAl INSTAlLATION
, '( AND CONSTRUCTION MAY V/lRf DUE TO SITE SPECIRe CONDmONS.
f
~~~~_ I ~~-- 2, GROUND All ANTENNA BASES, FRAMES, CABlE RUNS, AND OTHER
'- ---- ~- METAlUC COMPONENTS USING GROUND WIRES AND CONNECT TO
" --- .-. ,-- --- ---- SURfACE MOUNTED 8US BARS. FOlLOW ANTENNA AND BTS
......., MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS,
" 'I! GROUND COAX SHIELO AT BOTH ENDS AND EXIT FROM TOWER OR
"- , POLE USING MFR'S PRACTICES.
I. ~
, ,
, ,~ ~1tI " ~~I
\ J, All GROUND CONNECTIONS SHAlL BE CAOWELO, All WIRES SHAlL
BE COPPER THHN/THWN. ALL GRouND WIRE SHAlL BE GREEN ":!:/'j (\~
\ INSlJI.ATED WIRE ABOVE GROUND. ~",,,rS(D A RC"~,"~
\ ~"'IIIIIl"'~ .
4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE TO A
\ MAXIMUM OF 5 OHMS. IF THE GROUND TEST DID NOT ACHIEVE THE ~4 .. ~ . ) · t
MAXIMUM OF 5 OHMS. CONTRACTOR SHALL BE RESPONSIBLE TO
PROVIDE ADDITIONAl GROUNDING TO MEET 5 OHM. MAX. .. ..... ....
REQUIREMENT. GROUNDING AND OTHER OPERATIONAl TESTING WIll W. Knox F'rtzpatrick 01,
BE WITNESSED BY THE VOICESTREAM PCS BTA I REPRESENTATNE. Architect It: Associates
Wood Creek Business Pen
REFER TO DMSION 16 GENERAL ELECTRIC; GENERAl ElECTRICAl. 12810 H.E. 178th Street
0~ Suite 234
5, PROVISION AND COMPlY WITH AlL REQUIREt.lENTS OF GROUNDING Wood~ WA 98072
STANDARDS, Ph: 425 415-0746
FAX: 42 415-0799
j ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF DATE: 8-31-01
j 6. GROUNDING SYSTEt.l, AND RECEIVE APPROVAl OF DESIGN BY DRAWN BY: JBK
/ AUTHORIZED VQICESTREAM PCS BTA I REPRESENTATIVE, PRIOR TO
INSTAlLATION OF GROUNDING SYSTEM, CHECKED BY: 'MCF & D.II
--.- j NOTE: NOTIFY ARCHITECT/ENGINEER IF THERE ARE /IH'i DIFFICULTIES REVISIONS
/ RUN A #2/'0 SOUD TINNED GROUND WIRE IN A 1 ~ 7.INSTAWNG GROUNDING SYSTEt.l DUE TO SITE SOIL CONDITIONS.
/ SCHED 40PYC CONDUIT TO SIDE SPUCE CADWELD
o GROUND RING. HEAT RADIUS CONDUIT TO
/ PRODUCE LARGE RADIUS BENDS. STRAP TO SLAB AT GROUNDING ROD NOTES PROPRIETARY INFORMATION
/ 2 POINTS (t.lIN) , ELECTRICAL CONTRACTOR SHAll
/ ORDER lAB TEST TO DETERt.lINE THE INFORIMTION CONTAINED IN
GROUND RE-SISTANCE AND THIS SET OF CONSTRUCTION JFO
/ REPORT RESULT TO VOICESTREAM DOCUMENTS IS PROPRIETARY BY
--- All GROU~NG WIRE RUNS AND PCS BTA I CORP REPRESENTATIVE NATURE. foH( USE OR DISCLOSURE JFO
- ....... / CONNECTI . S. BOTH ABOVE AND BELOW . . OTHER THAN THAT WHICH RELATES
"- / GRADE. S~ BE LOCATED INSIDE OF TO VOICESTREAM PCS BTA I CORP. JBK
\ THE lEASe:' AREA UNE. IF RESISTANCE EXCEEDS 5 OHMS, SERVICES IS STRICTlY PROHIBITED.
/ ELEC- TRICAL CONTRACTOR SHAll SITE NUMBER
\ P DETERMINE, fROM TEST RESULTS.
\ NUMBER OF RODS REQUIRED. MT010BOA
SYMBOL DESCRIPTION BOZEMAN W.T.
1632 KEN'tON OR.
. COPPER GROUND ROD aozaw.. 11I". 59771
.& C6DWELO CONNECTION
SCHEMf. TIC GROUNDING PLAN 1 '----. e.2
NOT TO SCALE . SIDE SPUCE CADWELD r
. LUG CONNECTION
;
'-' "
o 0 0 0 0
Ot.IAIN BTS EQUIP. FRAUE GROIJNI)()
o 0 0 0
00UIl.E EO.J 1oIEl:NIIIDL',
CIHIECIION AIilMm
AHIBIHA
I
CAOWElD
o 0 0 0 0 0 CONNECTOR WOOHER SEAL
o WASTER BUSS BAR 0 (TYPE - 'IS)
o 0 0 0 0 0 0 0 FINISH GRADE
-
(lD GROlHI RItG) J' JiU'ER I)jN IIAI..E
f2 (Pm) CADWElD
CllIfIECr /J GROIHl ROOS o<TERIOR 9.g.tt~Ec::n~~ GRCUIlN; KIT ,
GROUNDING 12 ,>--, ",-,
SaUD TINNED 8' COPP~ CLAD I ~ ~
COPPER CONDUCTOR GROUND ROO AT 'r REFER 10 SHEET .-1 FOIl
TO GROUND lOOP ;:::j"" 10' O. c.'~STlNG WATER TANK) =~~fH)
GROUNDING SCHEMATIC 8 . FENCE POST GROUNDING 11 I...t..'.... GROIII<<llI<<; 8USS 80.11
NOT TO SCALE NOT TO SCALE
"'-<Z_.-2 J-
f\IIUII[ _ .. SEClllIO .
.,.. SB:IllR <z _ .- 2 CMlWEI.D CONNECTION
fUIUlE - .. SECIllIO IS PER lFGS. . .'. INSTALL GROUNDING KIT .1
SPEOFlCA1ION. (m>E -"IS) 'f AB<M: COAX BEND I
).
SEE SHEEr _2 FOR "
S'l\I8OLS lBlOI:l GROUN.J... BUSS BAR AND
AlTN::HG KIT S1UD
WELDED TO WATER TANK
II
\ -
-
-
-
", =
I . UNDfRGROUND :
r COAX CONDUIT ;:
e::::: I '\ <'.;.... '" ~ $
CCIMMI. -.. (IVI' - - · - ., . "'l'....b!'UDnlYIl\'i. <t~~~
I PIlI ~~ '" TIP. WII SB:IllR ~,,~J;S,. t~\' ~.:>
'ill il 12 SOLID TINNED COPPER _ _ ~ _ _ _ ~""" cD A R ~~
" ~ND WIRE (TYPICAl.) = = = = = = ==-- GROUNDING 1.EAIlS. (TYPICI.L) ,'....111"1
==- --------~--------------------- --------~,::~D-c::-c::-~--------------- ~4 = ~.): 4
W. Knox Fitzpatrick II,
Architect &c Associates
I Wood Creek Business Pork
NOTE: 1281 0 H.E. 178th Street
PRav1DE GROUND KfT BEFORE Suite 234'
N<< 'o'ERlICAL. TO HORIZONTAL WoodiJl:v!"~ WA 98072
1RANSrnON IN COAX RUNS. 'I Ph: \~25 415-0746
ADIlfJlOIW. GROUNDING ICIIS w.y , FAX: 42 415-0799
BE RBlUIlED (SEE 5/_3). GATE POST GROUNDING WATER TANK GROUNDING SCHEMATIC DATE: 8-31-01
NOT TO SCALE NOT TO SCALE DRAWN BY: J8K
16" OIAIdETER PRECAST WElL NOTE: D.!ClllK'& COOIOCJOR SHAI.1. celER NlEPDlIlNfl" LAB TESr TO IlETEIlIINE CHECKEO BY: WKF a llJN
~ ~ i WITH sar SOONG STEEL LID GROONl RESlSJ"NIC( 1Kl REPORr 10 VlJCE5IRfAU PCS BTA I REPRESENTA1M. N01fY REV SIGNS
- 1M · . ". SUBMIT SHOP ORWGS FOR WIC:ESIIlfAM PCS HrA I 1WEDWEl:. Y F RESlSTAI<<:E EXCEEDS 5 O/US. ELECT. CONT1W:TOll I
lASE Of' - I . SHAI.1. 1ETER1IINE fR()I,I TEST NUIIlER or ROOS REWIRED. ClMR AND WEU. ON IlWG. I
~ - !, APPROVAL IS T"r'f'DJ.. fI' (1) ROD. IU OTHER ROOS IEClUIREll ~ TO BE IW:K FU.ED,
\ #2 SOLID TINNED GROUNDING WIRE CADWELD GROUNDING
" CWft'ELD TO ROD (lYPE GR OR GT). ~ET8R~ GT)
TYPE S5 TYPE PT f GRADE GRADE 1l-Ol FINAL CD.S JFO
REV. FINAL CD'S JFO
NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES
- CONSULT WITH PROJECT MANAGER fOR SPECIFIC :z ~ .J-fI REV, FINAL CD'S JBK
TYPES Of CADWELDS TO BE USED FOR THIS PROJECT. .;i ~ SITE NUMBER
<0 I
~ ~ N MT010BOA
BOZEMAN W.T,
1632 KENYON OR.
BOZEMAN, Yr. 59771
~ - J . 5/8" X 8'-0" GROUNDING 5/8' X 8'-0" GROUNDING
:: '1/. ROD AT 1D'-D' O.C. "1N.(l'iP,) ROD AT 10'-D' O.C. "1N.(1'iP,) q
~-I ~ ~ 3
TYPE GT TYPE VS TYPE GL LU ; .
ANTENNA GROUNDING DIAGRAM CADWELD DETAILS 3 INSPECTION WELL DETAIL GROUNDING ROD DETAIL (TYP.) e
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
,004 -'-'rOWER GROUNDING SYSTEMNQlI:St,' COAXIAL CABLE IDENTIFICATION:
G TOWER RADIAL GROUND - '7 SOIN11HED~cWIRE~om ( OR FASTENER N'PfIOYEI) BY PROJECT MANAGER) TO TOWER 1lf<SE. RlIl AT A ..lNIIllM ~ OF 24., ALl GROUHD ROOS TO BE 8' A WORK SITE Will NORt.tALlY HAVE UP TO THREE SECTORS.
COPPER OR ~~FIRS'T ClJIlllI()'ROOS FROIol TOWER NlE. TO BE PI.ACED 10' EQUAl. DISf~ (BElWEEN ROD CENl(RS) AND A ....IIIU.. OF SECTORS SHALl BE DESIGNATED BY NUMBERING EACH IN A
l\tRY 10' AL.ONI>~~".~ lIIJSl" _AIN A__ 11" IlADUS! " ClOCKWISE UANNER. THE FlRST SECTOR IS THE ONE CLOSEST TO
:.;,~~;',i~T~ " ZERO DEGREES (NORTH) WITH THE SECOND AND THIRD FOll..OWlNG
@ TOWER EQUIPMENT RING. GROUND INT.[~T~-:'ikYONE III CONNF"r.TI/W CE 1HS l'lP[ FOR [JCH lOW[Rl SMIE CONS1RUCIION AS MOl[ 1 NKM: EXCEPr TIE ClOCKWISE IN SEQUENCE.
"'1'..' . \:4'!ERWW.TION AT tHE GROU'QOtGRING WST BE nmE WAY COHtECTED.' o. SECTOR fJ 1 COAX Will BE MARKED "MAIN 1" AND "DIVERSITY
;,gC:'i~~<t,N1. fBmS illig _AIM A -&1_ 12" IlAMJS' '. 1. AND COLOR-CODED RED. NORMALlY, SITES WIll INITIALlY GO
r3'1 EQUIPMENT SLAB/BUILDING RING GROlJNO.".:... .:.........:... .jt.~...'.'.is. ~'..'.~ - "'" .~~ ..... ..'" "~~ _ M","""""", "" " "'"' ":f:.. COPIlOl VIRE PI.ACED MIIIN J' (f 6j FROIol ~D ~ :E ~~ ~ ~ m =~ ~~~OI~Y
l.,:;),: EDGEOF.SlJi8/1ll11.D1NG CONCRElE FOUhIllIITION AT A IoIIfIIIJM DEPrn Of 24'. ALl CONNECTIONS TO GfIOUND NlE. TO BE CADWElllED. All GROUND '
RODS TO BEl D' CCf'PER OR COPPER aAD AND PI.ACED 10' [QIJAl DlST~ (BE1WEEN ROD COfmlS) AND : IoItfIWM Of l\tRY 10' ILOI<<l TarAl. BE ADDED.
lENGTH,' AU BFHllS "UST _AIM A IoItfIIIUI.I 12. RADIUS'.' .
' b, SECTOR #2 COAX WIll BE MARKED "MAIN 2 AND "DIVERSITY
~ 2. AND COlOR-COOED BLUE.
~ SINGLE POJNT GROUND BAR (COAX BULKHEAD) - ALWAYS 0BSfR\/F THE ~ SI<<*f WHF'N PlACN: BFNDS OR CtN*"ClIJNl; TO GROUND RING' , 1WO (2) '2 SOI.ID TINNED COPPER _
WIlE OR lWO (2) J" COPPERRIlBONS ATT.tCHEll ON 0PP0SIl'E ENDS Of 81ft OR IlW<HEAD OIRECltY TO GROUItll RING c. SECTOR 13 COAX WIll BE MARKED "MAIN 3" AND "DIVERSITY
AS StIOM<l, ALL WIRE CONNEC'OONS TO GROUNll RING ARE TO BE CAIlWELDED, RIIlIlONS IilAY BE ATT TO GROUND RING WITH 3" AND COLOR CODED WHITE.
A "USTED' PRESSURE COhtfECJION WITH 1I'f'R{NAI. Of COHSJRUCT1ON lIAIWlER." _
r'51 EQUIPMENT SHELTER INNER BONDING RING - " ~,. "~rn OO>W M" _ 00 '"'''' """." ""'" "",,,,"" """"~ ""- ,." OR "'" """ NOTe ......N. "'LL BE """"" WITH ON' ",,"0 OF TAPE, ,"0
l.....:;.J IKlERIOR OF" 1ltIIUlIHG. ALWAYS USE: PIIC lNONIETAWCI SLEEVES IHEH EHTEIIING THf S'IIlOCTURE! THIS OF BOND IS REQUR[D AT "DIVERSITY'" WILl BE MARKED WITH TWO 8.6.NOS Of TAPE. EACH
EACH 00TSIIlE COlNER NlD AT lllSI"ANCES NOT TO EXCEED SO' AlOMG Nf( STRNT WALL All BEmS :uN A IIN_ 12. IWlIUSI BAND Of COLOR WIll BE 2" WIDE.
@FENCEEQUALlZATIONBOND- 12 SOLI) TINNED COPPER WIRE CADWEtDEll TO GROUHO RING AND CADWELDEO TO EACH INSIlE OR 00TSlllE CORNER ~'> POST NlDjOR GATE
POST 6"-12" NM:NE GRADE. PlACE AT A IolINIMUII 12' DEPTH (SEE NOTE 11 BELOW fOR CROSSING aDRANCES), If ~ , POSI...IS NOT SET
IN CONCRETE PlACE Nl Nl AllOfIlONAI. 8' GROUND ROO AT POST LOCATION.
o GATE EQUALIZATION BONO - 12 SOLID TINNED COPPER WIRE CAOWEl.IlEf) TO FENCe EOUAUZATION WIRE AND CADWEI..IlED TO EACH GATE POST. If I
J.lETALUC...fQST IS NOT SET IN CONCRETE, PlACE Nl ADOITJONAL 8' GROUND ROO AT EACH POST LOCATION.
~ POWER / TELEPHONE TRENCH --vTlJIl[S CAN EITHER BE PIXED IN SAlE TRENCH OR IN SEPNWE TRENatES AT A 36" llEPIH. ALWAYS PUIl:E" THESE:
~ FIOIJII[S IlELOW WIlLE IilAlNTAINI<<l A J6" HORIZONTAl. SEPARATION NID A 12. YERIICAI. SEPMATION FRl* 1Mf RADW. OR lING
IN. ON, OR AO.W:ENr TO THE IWlIO SITE.
~ POWER / TELEPHONE ENTRANCE - THE ElWlING lING GROUND t.lEElS OR EXCEEDS THE lIK. NmCl.E 25D UJIJl'Y PROIECIICIt GIlOUND. 1HERERIlf. INFORIll .atSPECTOR lIMT
~ ADOOIOIW. GROUND ROOS NlE. NOT REQIHll, ALL UTIUlY GROUNDS IiIAY BE ATTACtED TO THE f2 SOLIl TINNED COPPER BOND ~ DErALED If I<<lTE 10
IIELOW. IF lOCAL POWER COUPAN'f CODES REQUIl[ Nt ADOOIOIW. GllOUNO ROD. IklNO THE TWO FIOIJII[S roGEnER AT THIS . .
@ UTlUTY GROUNDING ELECTRODE BONO - USE: J2 SOlID 'IWWIl ctPPfR WIllE PI.JOOl WIlHIf J' OF IIIlJ1Y EHTRNfC[ AT IBIARCATION CMIItEI" ENTRY PORT.'
CONNECnoN TO IDIroRCATION CoeNEf ENTRY PQRT TO BE WITH A "USJED. CONNECIION.
@RADJAl GROUND / FENCE BOND CROSSINGS - W1lERE.\IR PRACTr.AI.. TO REDUCE MAGNEIIC OOUPIMG, THESE FACIJfIES MUST CROSS AT A 90' NQ.[ -=
........ 18" VERllCAL SEPNlAT10Il il'! $
~ (. ~ <: ;""AM.. ~ ~
~ COAX GROUNDING KITS - USE NlMllUAL "UsJm. GRaNlINr. KiIs FOR EACH COAX CAaL IklNO TO TOl1BI BlH>>IG BUSS 6'<< SlI'PlJED GfiOUIClIfG Wi) a: 2 HllLEJ ~7t'J},,!_6'IIJJI\.l\ ~~,
CRIIftD CCHlECIIl>>fS. , -"',,,"'SCD A 'RC~\....",
~ ""'" ",~'i
~ GROUNDING BUSS BAR KIT - TIE GROUNOING BUSS fWI NID ATTJOIIIOO ICIl' WST lIE IIIlECllY IlOLTED TO THE TOWER SlllUCTURE 'MlHDUT ElECIIlIf'.AI _UTORS. 111I11
~ ,.~ ~ ,. }.4
~ ICE B RIDGE BONDING -TIlE ICE IlRIIIGE StKU.O .tIlII BE BONIlED TO THE TOWER Sl'RUCTUR[! IT St<<lULD ONLY BE BONllED AT ONE END TO THE ENTRN<<:E IIlJI.KHEMl ( POINT GROUND fWI). .. ........
USE: '2 SCUl TNlffi COPPFR WIRE WITH 2 HCU: CRIIiI'Ell CONNECllONS" W. Knox nlzpobick I,
@ i. ArdIitect a: Associates
15 RADIO BAY TO COAX BULKHEAD BONO - DIS IS tHE ONLY CItlltfET TO GROUND BOND WIllE ATTACHED TO TIE IWlIO BAY! USE: '2 sorn TINNED COPPfR . 'MTH 2 HCU: CRIIiI'Ell Wood Creek Business Pont
ClHIECIIONS OR A 3' COPPER STRAP. \ 1281 0 ~e 1 m Street
@ Woodfl~ WA 98072
16 RADIO BAY ISOLATION KIT - CONTACr RAIlIO [QUIPIllENT SUPPUERFOR SPECFICAJ10N AND INSTH.I.AlION PROCEDURES. . Ph: ~~25 415-0746
FAX: 42 415-0799
DATE: 8-31-01
DRAWN BY: JBK
SWEEP TEST PROCEDURE FOR PCS 1900 ANTENNAS AND EEDERS: CIECKID R~;O~~
UNE SWEEP TEST
1. THIS TEST REOUIRES A PRECISION SOahm LOAD TO BE PLACED ON THE END OF THE
ANTENNA-SIDE JUUPER.
2. fOR THIS TEST, YOU !.lUST BE IN THE "RETURN LOSS. MODE UNDER THE .OPTIONS, 80,
RETURN LOSS" UENU. .'
\
3. WHEN IN THE CORRECT MODE, RUN A SWEEP TEST.
4. THE COAX RUN SHOUlD PASS BElOW A -21. j:
5. YOU MUST ALSO CHECK THE DISTANCE-TO-FAULT TO ENSURE AlL COMPONENTS PASS UNDER SITE NUMBER
~)O~ESS "OPT", THEN "81", AND SaECT "SWR", THEN 'ENTER". !. MTO 1 080A
b) PRESS "DIST" FROM THE MAIN SCREEN NIID LET IT RUN FOR AT lEAST THREE CYCLES (THE ;."1 BOZEMAN WI
HOURGlASS WIll SPIN ON THE TOP RIGHT Of THE SCREEN), . .
c) IF ANY PART OF THE COAX IS NOT UNDER 1.05, MANIPULATE THE MARKERS TO FlNO THE' 1632 KEH'tON DR.
EXACT DISTANCE Of THE fAULT, AND FlX IT. BDZ~, lIT. .59771
6. IF/WHEN AlL COMPONENTS AR PASSING SPECS, RETURN TO THE RETURN LOSS/FREOUENCY
SCREEN AND SAVE IT TO AN OPEN SAVE SPOT. -
7. IT IS IMPORTANT TO SAVE THE SWEEP IN THE fREQUENCY SCREEN. FROM THIS SCREEN, YOU 1 e 4
CAN PUll UP THE DTF. YOU eNol NOT PULL UP THE FREa. SCREEN FROM THE DTF SCREEN. .
"