Backup Documents 12/12/2017 Item #16E 4 . ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 1 6 E 4
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda_ All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
L .
2.
3. County Attorney Office County Attorney Office fiR 0. [Z I13rr7
4. BCC Office .. Board of County 1"'"7\o
Commissioners /S ' 12-‘14,VA
5. Minutes and Records • Clerk of Court's Office c 0414/
1i/ I;
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or miss ng information.
Name of Primary Staff / - y
P /
artment Y( .0 I' Phone Number 7 'Z 4/3
Contact/ De / ,1
Agenda Date Item was /� Agenda Item Number /� 6V
/ '
Approved by the BCC / 02- / Z '
Type of Document � U D �C�� Number of Original aS
Attached it)r L Documents Attached o�-
PO number or account
number if document is
to be recorded rx/a..,._
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A" in the Not Applicable column, whichever is Yes N/A(Not
appropriate. (Initial) Appli able),
1. Does the document require the chairman's original signature? •S. p 0 /f A
sent toanother agencyfor additio I signatures? If yes,
2. Does the document need to be gn `/��
provide the Contact Information(Name;Agency; Address;Phone) attached_„s,�ee't< /Y
3. - Original document has been signed/initialed-for legal sufficiency. (All documents to be
signed by the Chairman,with the exception of most letters,must be reviewed and signed R
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's • `` ,, nn
Office and all other parties except the BCC Chairman and the Clerk to the Board v) -A
5. The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's ;A�
signature and initials are required. 1/� -
7. • In most cases (some contracts are an exception),the original document and this routing slip d/j=1/4
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be wa e of your deadlines!
8. The document was approved bythe BCC on/24 eiter date) and all changes made alit ei
P P *k ` . :ate
during the meeting have been incorporated in the attached document. The County S est?a i ��'
Attorney's Office has reviewed the changes, if applicable. recti aatTit
9. Initials of attorney verifying that the attached document is the version approved by theC,+� 15's
BCC, all changes directed by the BCC have been made, and the document is ready for the ?:01-.6
Chairman's signature. !' tin
g.
I:Forms/County forma:SCC Forms!Original Documents Routing Slip WWS Original 9.03.04,Revised 126.05,Revised 2.24.05;Revised 11130/12
4
MEMORANDUM 1 b E
Date: December 14, 2017
To: Michael Dowling, Property Acquisition Specialist
Facilities Management Department
From: Teresa Cannon, Deputy Clerk
Boards Minutes & Records Department
Re: Memorandum of Understanding w/US Department of the Interior
National Park Service— Big Cypress National Preserve
Attached is two (2) original of the agreement referenced above (Item #16E4),
approved by the Board of County Commissioners on Tuesday, December 12,
2017.
Please return a fully executed original back to the Minutes & Records Department
for the Board's Official Records.
If you have any questions, please contact me at 252-8411.
Thank you.
Attachment
('t.I.Il'
•, i.an�p� N
/`� 4-� Memorandum
l 1 ',o„p,'
`ot,,,,,. e. .
To: Minutes and Records4)° OPS'l� e' t
Clerk to the Board 'S
1_9)From: Michael Dowling ` \5, i� • t5
Senior Property Management Specialist ��i Vv k` 0.4` (
Real Property Management . �
• a
Date: October 4, 2017 „ )' v) • * >C
Subject: Memorandum of Agreement — US Department of the Interior d
BCC: December 12, 2017 D”' �1"
Item: 16 E 4 ‘ ,6 _i
a
Please attest and provide me with both copies so that I may have the landlord ,Q,
sign, and I will then return one original for your files. _ 04
Please contact me at extension 8743 with any questions.
Thank you and best regards,
Michael
16E4
MEMORADUM OF AGREEMENT
G5120170007
Between
UNITED STATES DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
BIG CYPRESS NATIONAL PRESERVE
and
COLLIER COUNTY OF FLORIDA
This agreement is entered into by and between the National Park Service (hereinafter "NPS"), United States
Department of the Interior, acting through the Superintendent of Big Cypress National Preserve (hereinafter
"Preserve")and Collier County,a political subdivision of the State of Florida(hereinafter"County").
ARTICLE I—BACKGROUND AND OBJECTIVES
The objective of this Agreement is to establish the terms and conditions under which the County will provide and
install two antennas on a Preserve owned tower located at the Oasis Visitor Center, which will provide a critical
element of the County's radio system and provide long term coordination with the National Park Service.
ARTICLE II—AUTHORITY
• This agreement is entered into under the authority of 16 U.S.C. § lb(5).
ARTICLE III-STATEMENT OF WORK
A. The Preserve shall:
I. Provide the necessary space on the Preserve owned guyed tower located at 52105 Tarniami Trail East,
Ochopee, FL 34141, to accommodate and support the County's antenna system, which is a critical
element of the County's radio system.
2. Provide the necessary space in the Preserve owned facility, adjacent to the tower, that will house the
equipment necessary to support the County's antenna system.
B. The County:
1. Based on the determination of the attached structural analysis, the tower can support the County's
proposed loading, two 2 Db 812 antennas, with minor modifications. The modifications would entail
replacement of the existing guy wires and structural bracing to the tower at the location of the County's
antennas. These modifications will bring the tower into compliance with the current building code and
are basic tower maintenance activities.
2. At existing facility,the County will occupy interior space necessary to accommodate two communication
equipment racks and an uninterruptible power supply (UPS). The County will complete any required
facility modifications to accommodate County use of the site which may include electrical,
environmental,or grounding systems.
3. All installation and site modification plans will be submitted to the Big Cypress National Park for
approval prior to commencement of any work.
t~4
1 6 E 4
4. The County will be responsible for all costs associated with any improvements to the tower and the
facility.
ARTICLE IV—TERM OF AGREEMENT
This agreement shall be effective for a period of five years from the date of final signature, unless it is terminated
earlier by one of the parties pursuant to Article IX that follows:
ARTICLE V—KEY OFFICIALS
A. For the NPS:
Nikita Carty
Big Cypress National Preserve
33100 Tamiami Trail E
Ochopee, FL 34141
239-695-1126
B. Collier County
Real Property Management
3335 East Tamiami Trail, Suite 101
Naples, FL 34112
Attn: Leasing Specialist
With a mandatory copy sent to:
Office of the Collier County Attorney
3299 East Tamiami Trail
Naples,FL 34112
Attn.: County Attorney
Collier County Information Technology
3299 East Tamiami Trail—Suite 600
Naples, FL 34112
Attn.: Telecommunications Manager
ARTICLE VI—PRIOR APPROVAL
Not applicable
ARTICLE VII—REPORT AND/OR OTHER DELIVERABLES
Upon request and to the full extent permitted by applicable law,the parties shall share with each other final reports of
incidents involving both parties.
ARTICLE VIII—PROPERTY UTILIZATION
Unless otherwise agreed to in writing by both parties, any property furnished by one party to the other shall remain
the property of the furnishing party.
16E4
ARTICLE IX—MODIFICATION AND TERMINATION
A. This agreement may be modified only by a written instrument executed by both parties.
B. Either party may terminate this agreement for reasons other than unsatisfactory performance of the other party,
provided that they notify the other party with sixty (60) days advance written notice. In the event that one party
provides the other party with notice of its intention to terminate,the parties shall meet promptly to discuss the reasons
for the notice and to try to resolve their differences amicable. The parties commit to using every reasonable means
available, including the use of a neutral mediator if necessary,to try to avoid terminating this agreement.
ARTICLE X—STANDARD CLAUSES
A. Civil Rights
During the performance of this agreement, the participants agree to abide by the terms of the USDI-Civil Rights
Assurance Certification, non-discrimination, and will not discriminate against any person because of race, color,
religion, sex or national origin. The participants will take affirmative action to unsure that applicants are employed
without regard to their race,color,religion, national origin,disabilities,age or sex.
B. Promotions
The Commission shall not publicize or otherwise circulate promotional material (such as advertisements, sales
brochures,press releases,speeches,still and motion pictures,articles,manuscripts or other publications)which states
or implies Governmental, Departmental, Bureau or Government employee endorsement of a product, service, or
position which the (party) represents. No release of information relating to this agreement may state or imply that
Government approves of the Commission's work product to be superior to other products or services.
C. Public Information Release
The Commission must obtain prior Government approval from the Superintendent of Big Cypress National Preserve
for any public information release which refers to the Department of the Interior, any bureau,park unit,or employee
(by name or title), or to this agreement. The specific text, layout, photographs, etc. of the proposed release must be
submitted with the request for approval.
D. Liability Provision
Each party to this agreement will indemnify,save and hold harmless,and defend each other against all fines,claims,
damages,losses,judgments,and expenses arising out of,or from,any omission or activity of such person organization,
its representatives,or employees. -(1'1 i S P rp✓ C;cm i S Su..(oJ ec 1- .L0 k b•2
'i M 4-a—+;ova-S 6 S c-t. d o `7 CD . t F I o j i cl a 5-4-a.+1.ti-1,c S
16E4
ARTICLE XI-SIGNATURES
IN WITNESS WHEREOF,the parties hereto have executed this agreement on the date(s)set forth below.
FOR THE NATIONAL PARK SERVICE:
Name: Tamara Whittington
Title: Superintendent
Big Cypress National Preserve
Signature: Date:
FOR THE COLLIER COUNTY: BOARD OF COU TY COMMISSIONERS,
COLLIER • , FLORIDA
By: //44.1
PENNY TAYIjo, hairman
Attest: % .:, ,tz2
DWI T I . BRO` !~lerk
Hirt Cha�rnian's
signatureonly'
Approved as to Form& Legality:
Assistan County Attorn
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16E4
STRUCTURAL ANALYSIS REPORT
OASIS SITE
220' GUYED TOWER
COLLIER COUNTY, FLORIDA
Prepared for.
Communications International
Tampa, FL 33634
April 21, 2017
KCI J.O.: 021603700 C
ammilmmumm
ammillkimm
winammibitimmi
K C
4505 Falls of Neuse Road, Suite 400
Raleigh, North Carolina 27609-5210
(919) 783-9214
Florida License Number: EB0004898
Eric S. Kohl FL License No. 56545
16E4
Structural Analysis Report Oasis Tower
TABLE OF CONTENTS
Executive Summary 1
A. Purpose/Background 2
B. Conditions Investigated 2
C. Applicable Codes and Provisions of Analysis 3
D. Results 4
E. Recommendations 5
KCI TECHNOLOGIES, INC. Ianployce-Owned Since 1988 W W W.KCI.COM
16E4
Structural Analysis Report Oasis Tower
EXECUTIVE SUMMARY
KCI Technologies, Inc. has completed a feasibility structural analysis of the Oasis
tower. Communications International is proposing to add appurtenances to the tower.
KCI studied a single loading case which consisted of the existing and proposed
appurtenances with a 158-mph wind speed (ultimate 3-second gust) per the 2014
Florida Building Code for Collier County, Florida with Exposure Category C,
Topographic Category 1 and Risk Category II. Ice was not considered in this analysis.
This analysis assumes that Communications International shall stack their proposed
transmission lines in a back to back configuration on the Northwest tower face, such
that one new line is exposed to wind.
The results indicate that with modifications, none of the structural components of the
tower will exceed the nominal loads established by the ANSI/TIA-222-G standard for
the proposed appurtenance configuration at the specified loadings.
This report assumes modifications have been completed in accordance with the KCI
Modification Drawings, dated 21 April 2017.
Quality Tower completed the structural mapping of the tower and in the process
discovered a few items that required maintenance. Please refer to
Recommendations Section for further details. These are incorporated into the
modification design as well for convenience.
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The purpose of this report is to assess the feasibility of adding antennas and
transmission lines to the existing structure, including whether or not structural
modifications are required. Any modifications recommended herein are
conceptual only. This is not a construction document. This report may not be
suitable for bidding and definitely is not a substitute for complete and properly
engineered plans/specifications required to accomplish any recommended
modifications. KCI Technologies, Inc. assumes no liability for use of this report
for any other purpose than that for which it was intended.
1
KCI TECHNOLOGIES, INC. Employee-Owned Since 1988 WWW.KCI.COM
16E4
Structural Analysis Report Oasis Tower
A. PURPOSE / BACKGROUND
Pursuant to the request of Mr. Rick Rewiski with Communications International, KCI
Technologies, Inc. was retained to conduct a structural analysis of the Oasis Tower.
Communications International is proposing to add appurtenances to the tower.
Communications International provided the following information for this analysis:
- Proposed appurtenance information.
KCI contracted Quality Towers to complete a structural mapping of the tower and to verify
the general condition of the tower.
- Geotechnical Evaluation Report by BJ Rock, BJR 17-128, 14 April 2017.
- Tower Study Foundation Report by BJ Rock, BJR 17-128, 13 April 2017.
KCI did not visit the site for this analysis.
B. CONDITIONS INVESTIGATED
The 220-ft guyed tower was originally designed and manufactured by Rohn. KCI could
not obtain the original tower design loading.
The tower is located on US Highway 41, Monroe Station, Collier County, Florida.
KCI analyzed the self-supported tower using GuyMaster software by Weisman
Consultants, Inc.
KCI examined a single loading case including the existing and proposed appurtenances.
Loading Code Wind Speed and Ice Loading
Case
ANSI/TIA-222-G & 158 mph (ultimate 3 second gust), No ice
1 2014 Florida Building Code
122 mph (nominal 3 second gust), No ice
for Collier County, Florida
*- Conversion based on 2014 Florida Building Code, Section 1609.1.1 Determination of
wind loads, Exception 5.
2
KCI 'TECHNOLOGIES, INC. Employee-OwnedSince 1988 WWW.KCI.COM
16E4
Structural Analysis Report Oasis Tower
Existing Appurtenances (Base Elevations Shown):
Number Elevation Carrier Mount Antenna Information Transmission
Lines
1 220' Unknown Side Arm (1) 20 ft 4 Bay Dipole (1)- 7/8"
antenna
2 191' Unknown Leg (1)- 20 ft 4 Bay Dipole (1)- 1/2"
antenna
3 187' Unknown Side Arm (1)- 40-ft Dipole antenna (1)- 7/8"
4 156' Unknown Side Arm (1) 20-ft 4 Bay Dipole (1)- 7/8"
antenna
5 134' Unknown Leg (1)- 3-ft Standard microwave (1)- 7/8"
antenna
6 109' Unknown Side Arm (1)- 20-ft Omni antenna (1)- 7/8"
7 45' Unknown Leg (1)- Empty Microwave mount N/A
8 11' Unknown Leg (1)- Small Yagi antenna (1)- 1/2"
Proposed Appurtenances (in addition to the Existing/Future Appurtenances):
Number Elevation Carrier Mount Antenna Information Transmission
Lines
9 220 Communications Le (2)- dbSpectra DS8Al2F36U (1)- 1 5/8" &
International g Omni antennas (1)- 7/8"
C. APPLICABLE CODES AND PROVISIONS OF ANALYSIS
KCI utilized the following codes and criteria to conduct the structural analysis:
Standard Title Date
ANSI/TIA 222-G-2005 Structural Standards for Steel Antenna August 2005
Towers and Supporting Structures
Structural Standards for Steel Antenna
ANSI/TIA-222-G-1-2007 Towers and Supporting Structures— April 2007
Addendum 1
Structural Standards for Steel Antenna
ANSI/TIA-222-G-2-2009 Towers and Supporting Structures — December 2009
Addendum 2
Nominal strengths used to evaluate the integrity of the structure were also in accordance with the
above standard.
3
KCI TECHNOLOGIES, INC. Employee-Owned Since 1988 WWW.KCI.COM
16E4
Structural Analysis Report Oasis Tower
The following assumptions were made in the analysis:
1. The tower has been properly maintained.
2. The structural integrity of the tower has not been compromised.
3. All connections and fasteners are in accordance with AISC LRFD specifications.
4. Communications International shall stack their proposed transmission lines in a back
to back configuration on the Northwest tower face, such that one new line is exposed
to wind.
5. All information provided by Communications International is accurate and correct.
D. RESULTS
The results indicate that with modifications, none of the structural components of the tower
will exceed the nominal loads established by the ANSI/TIA-222-G standard for the
proposed appurtenance configuration at the specified loadings.
Superstructure Summary:
Item Results Elevation % Capacity Modifications
(Maximum)
Legs OK All 77.6 None
Diagonal Bracing OK All 95.0 None
Horizontal Bracing OK All 67.2 None
Leg Bolts OK All 16.1 None
Guy Wires OK All 90.9 None
Mast Foundation OK N/A * 44.9 None
Guy Anchors OK N/A * 31.3 None
*- Based on the foundation and soils information per BJ Rock reports.
4
KCI 'IECIINOLOGIES, INC. Employee-Owned Since 1988 WWW.KCI.COM
16E4
Structural Analysis Report Oasis Tower
E. RECOMMENDATIONS
The results indicate that with modifications, none of the structural components of the tower
will exceed the nominal loads established by the ANSI/TIA-222-G standard for the proposed
appurtenance configuration at the specified loadings.
This analysis assumes that Communications International shall stack their proposed
transmission lines in a back to back configuration on the Northwest tower face, such that
one new line is exposed to wind.
Quality Tower completed the structural mapping of the tower and in the process discovered
a few items that required maintenance. These include the following and have also been
included in the modification drawings:
1. Re-tension the guy wires to 10% of the breaking strength. All measured lower than
allowed per ANSI/TIA-222-G standards.
2. There was significant corrosion on the tower base plate. This should be wire brushed
and repainted.
3. The guy anchors have significant buildup of brush and other obstructions. These
should be cleared away so that there is a clear path around each of the anchors.
5
KCI 'TECHNOLOGIES, INC. Employee-Owned Since 1988 W W W.KCI.COM