Backup Documents 09/26/2017 Item #16A 2 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
�
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNAT
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. MI completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
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 Addressees) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office
4. BCC Office Board of CountyPh7L
r
Commissioners \// 1\z-s‘‘'%
5. Minutes and Records Clerk of Court's Office
1)251/ K1 t 'l llM
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 missing information.
Name of Primary Staff John Houldsworth Phone Number x-5757
Contact/ Department
Agenda Date Item was September 26,2017 Agenda Item Number 16-A.2
Approved by the BCC
Type of Document Plat—Artesia Phase 4 Number of Original One
Attached Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A" in the Not Applicable column, whichever is Yes N/A (Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? N/A
2. Does the document need to be sent to another agency for additional signatures? If yes, JH
provide the Contact Information(Name;Agency; Address; Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be JH
signed by the Chairman, with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JH
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
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip
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 aware of your deadlines!
8. The document was approved by the BCC on September 26,2017 and all changes -` _
made during the meeting have been incorporated in the attached document. The Ly
County Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made, and the document is ready for t e
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNAT126 A 2
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.
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
1.
2.
3. County Attorney Office County Attorney Office
(A-3/;il
4. BCC Office Board of County ASS
Commissioners V14 6/ I\zs\`l.
5. Minutes and Records Clerk of Court's Office
AI 1[643iI ,110.114
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 missing information.
Name of Primary Staff John Houldsworth Phone Number x-5757
Contact/ Department
Agenda Date Item was September 26,2017 Agenda Item Number 16-A.2
Approved by the BCC
Type of Document Construction/Maintenance Agreement and Number of Original TWO
Attached Letter of Credit —Artesia Phase 4 Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A" in the Not Applicable column, whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? N/A
2. Does the document need to be sent to another agency for additional signatures? If yes, JH
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be JH
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JH
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
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip
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 aware of your deadlines!
8. The document was approved by the BCC on September 26,2017 and all changes
made during the meeting have been incorporated in the attached document. The
County Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the t 1
BCC, all changes directed by the BCC have been made,and the document is ready for the
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
1 6 x 2
MEMORANDUM
Date: January 25, 2018
To: John Houldsworth, Senior Site Plan Reviewer
Growth Management Department
From: Ann Jennejohn, Deputy Clerk
Minutes & Records Department
Re: Standard form Construction and Maintenance Agreement
and Letter of Credit FGAC-720
Attached for your records are copies of the documents referenced above, (Item #16A2)
approved by the Board of County Commissioners on Tuesday, September 26, 2017.
The originals will be held in the Minutes and Records Department for the Board's
Official Record.
If you have any questions, please contact me at 252-8406.
Thank you.
Attachment
1 6 A 2
CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION
IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS
entered into this 19th day of I /January , 20 18 between
WCI Communites,LLC hereinafter referred to as "Developer," and the Board of County Commissioners of Collier
County, Florida, hereinafter referred to as the "Board.
RECITALS:
A. Developer has, simultaneously with the delivery of this Agreement, applied for the approval by the
Board of certain plat of a subdivision to be known as: Artesia Naples,Phase 4
B. Chapter 4 and 10 of the Collier County Land Development Code required the Developer to post
appropriate guarantees for the construction of the improvements required by said subdivision
regulations, said guarantees to be incorporated in a bonded agreement for the construction of the
required improvements.
NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter set
forth, Developer and the Board do hereby covenant and agree as follows:
1, Developer will cause to be constructed: roadway,drainage,water&sewer improvements
within 12 months from the date of approval said subdivision plat, said improvements
hereinafter referred to as the required improvements.
2. Developer herewith tenders its subdivision performance security (attached hereto as Exhibit "A" and
by reference made a part hereof) in the amount of$725,791.00 -which amount represents 10%of
the total contract cost to complete the construction plus 100% of the estimated cost of to complete
the required improvements at the date of this Agreement.
3. In the event of default by the Developer or failure of the Developer to complete such improvements
within the time required by the Land Development Code, Collier may call upon the subdivision
performance security to insure satisfactory completion of the required improvements.
4. The required improvements shall not be considered complete until a statement of substantial
completion by Developer's engineer along with the final project records have been furnished to be
reviewed and approved by the County Manager or his designee for compliance with the Collier
County Land Development Code.
5. The County Manager or his designee shall, within sixty (60) days of receipt of the statement of
substantial completion, either: a) notify the Developer in writing of his preliminary approval of the
improvements: or b) notify the Developer in writing of his refusal to approve improvements,
therewith specifying those conditions which the Developer must fulfill in order to obtain the County
Manager's approval of the improvements. However, in no event shall the County Manager or his
designee refuse preliminary approval of the improvements if they are in fact constructed and
submitted for approval in accordance with the requirements of this Agreement.
6. The Developer shall maintain all required improvements for a minimum period of one year after
preliminary approval by the County Manager or his designee. After the one year maintenance period
by the Developer has terminated, the Developer shall petition the County Manager or his designee to
inspect the required improvements. The County Manager or his designee shall inspect the
improvements and, if found to be still in compliance with the Land Development Code as reflected by
final approval by the Board, the Board shall release the remaining 10% of the subdivision
performance security. The Developer's responsibility for maintenance of the required improvements
shall continue unless or until the Board accepts maintenance responsibility for and by the County.
1 6 A 2
7. Six (6) months after the execution of this Agreement and once within every six (6) months thereafter
the Developer may request the County Manager or his designee to reduce the dollar amount of the
subdivision performance security on the basis of work complete, Each request for a reduction in the
dollar amount of the subdivision performance security shall be accompanied by a statement of
substantial completion by the Developer's engineer together with the project records necessary for
review by the County Manager or his designee. The County Manager or his designee may grant the
request for a reduction in the amount of the subdivision performance security for the improvements
completed as of the date of the request.
8. In the event the Developer shall fail or neglect to fulfill i - obligations under this Agreement, upon
certification of such failure, the County Manager or hi- designee may call upon the subdivision
performance security to secure satisfactory completio , repair and maintenance of the required
improvements. The Board shall have the right to constr ict and maintain, or cause to be constructed
or maintained, pursuant to public advertisement -nd receipt and acceptance of bids, the
improvements required herein. The Developer, as •rincipal under the subdivision performance
security, shall be liable to pay and to indemnify the Bo.:rd, upon completion of such construction, the
final total cost to the Board thereof, including, but no limited to, engineering, legal and contingent
costs, together with any damages, either direct or c. sequential, which the Board may sustain on
account of the failure of the Developer to fulfill all of the provisions of this Agreement.
9. All of the terms, covenants and conditions herein c\ntained are and shall be binding upon the
Developer and the respective successors and assigns •1 the Developer.
IN WITNESS WHEREOF, the Board and the Developer ha - caused this Agreement to be executed by
their duly authorized representatives this 19th day of / /January , 2018 ,
SIGNED IN THE PRESENCE OF: (Name of : •ty)WCI Communities, LLC
IMF „_ + ' By:
Printed Name -0 Pi-U. C, ,L LC_ Darin McMurray
Printed Name/Title Vice President
(Presidentnt,,VPVP,, or CEO)
0/;(47 / n (Provide Proper Evidence of Authority)
Printed/Name PI.4 Ay iPSiniti M%
ATTEST:. =
DWIGHT E:BRO'CK, CLERK ' BOARD • CO 0TY • • • • - 0 RS
OF CO IE' dra , F '
By: (L : t✓ - By:
Deputy Clerl `a t4Chairman 't'Mq�
Appro Tedas4:1 I. s•99• ihegality:
Air d,.1Sok%S Chap- ►r�
i
Item# 1 t1 Alt
Assistant County Attorney .•_,C,
Agenda ci;it'll
.5L A. `5-1-441, Date
Date ^ '
Recd 'r`
IDeputy Cler \
16A2.
Q. GRADY MINOR & ASSOCIATES, P.A.
CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS
ARTESIA-NAPLES PHASE 4
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
April 17, 2015
SCHEDULE DESCRIPTION Phase 1
A Earthwork $5,660.00
B Paving S274,615.00
C Wastewater Collection S163,960.00
D Potable Water Distribution S131,312.00
E Storm Drainage S84,263.00
TOTAL $659,810.00
110% of TOTAL $725,791.00
Water and Wastewater Sub-Total: $295,272.00
Earthwork, Paving and Drainage Sub-Total: $364,538.00
C:\Users\dcaldwell\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\5QMNZ80A\OPC Ph4 Bond_2015.04.117.Qfs1
16A2
FIDELITY GUARANTY AND ACCEPTANCE CORP . ill
700 NW 107 AVENUE - SUITE 204
MIAMI , FLORIDA 33172
PHONE (305 ) 553- 8724
JANUARY 9,2018
IRREVOCABLE STANDBY LETTER OF CREDIT NO. FGAC-17120
APPLICANT: WCI COMMUNITIES,LLC(HEREINAFTER"DEVELOPER")
24301 WALDEN CENTER DRIVE
BONITA SPRINGS, FL 34134
BENEFICIARY: THE BOARD OF COUNTY COMMISSIONERS,COLLIER COUNTY, FLORIDA
(HEREINAFTER"BENEFICIARY")
C/O ENGINEERING REVIEW SERVICES
2800 NORTH HORSESHOE DRIVE
NAPLES,FL 34104
AMOUNT: UP TO AN AGGREGATE AMOUNT OF $725,791.00 (SEVEN HUNDRED
TWENTY FIVE THOUSAND SEVEN HUNDRED NINETY ONE AND 00/100 US
DOLLARS)
GENTLEMEN:
TO AMEND LETTER OF CREDIT NO.FGAC-17120 AS ISSUED IN YOUR FAVOR.
THIS AMENDMENT IS AN INTEGRAL PART OF THE ORIGINAL CREDIT. ALL OTHER TERMS AND
CONDITIONS OF THE LETTER OF CREDIT INCLUDING PREVIOUS AMENDMENTS REMAIN
UNCHANGED.
AMENDED TERMS:
EXTEND EXPIRATION DATE TO:DECEMBER 24,2018.
IMMEDIATE NOTIFICATION MUST BE GIVEN TO US IF THIS AMENDMENT IS NOT ACCEPTED.
THIS IS AMENDMENT NO. 1.
VERY TRULY YOURS,
FIDELITY GUARANTY AND ACCEPTANCE CORP.
att
DIANE BESSETTE,TREASURER
16A2
FIDELITY GUARANTY AND ACCEPTANCE CORP .
700 NIX% 1,.,07 AVE I,kh,E — SUITE 204
MIAMI , FLORIDA _33172 t.
PHONE (305 ) 553 - 8724
IRREVOCABLE STANDBY LETTER Oi7`CREDIT NO.FGAC-17120
ISSUER: FIDELITY GUARANTY AND ACCEPTANCE CORP.(HEREINAFTER"ISSUER")
700 NW 107TH AVENUE,SUITE 204
MIAMI ;i, Ar33172
PHONE0229-6400
DATE OF ISSUE: APRIL 24,2017
PLACE OF EXPIRY: ATISSItER'SCOUN,TERSLOCAiTERATr704 Y..1O7,AYE SUITE1204
MIAMI,FLORIDA 33172 . Y r . ,=t. ra_ t
DATE OF EXPIRY: THIS CREDIT SHALL BE VALID UNTIL APRIL 24,2018,AND SHALL THEREAFTER
BE AUTOMATICALLY RENEWED FOR SUCCESSIVE ONE-YEAR PERIODS ON THE
ANNIVERSARY OF THE'ISSeE UN-LETS Al LEAST SIXTY(60)DAYS'P`1RIORTO ANY
SUCH 'ANNIVERSARY`,DATE,'THE "ISSUER NOTIFIES THE BENEFICIARY IN
WRITING BY REGISTERED MAIL THAT THE ISSUER ELECTS NOT TO RENEW THIS
CREDIT.
APPLICANT: WCI COMMUNITIES,LLC(HEREINAFTER"DEVELOPER")
24301 WALDEN CENTER DRIVE,
BONITA SPRINGS,FL 34134
BENEFICIARY: THYBOARD OFCOUNTCOMMISSIONERS,COLLIER COUNTY,FLORIDA
(HEREINAFTER"BENEE3.CIARY")
C/O:ENGINEERING REVIEWS? VICES
2800 NORTH HORSESHOE DRIV,E
NAPLES,FL34I04
AMOUNT UP TO'AN'AGGREGATE''AMOVNT OF$725;79100(SEVEN HUNDRED'I'V'frtN'I"1'`'FIVE
THOUSAND SEVEN HUNDRED NINETY ONEAND00/100(IIS`DOLLARS). :.
RE: INFRASTRUCTURE CONSTRUCTION. �.., r sr,
PROJECT NAME:ARTESIA-NAPLES riWk„4 =
CREDIT AVAILABLE
WITH: ISSUER
B}': PAYMENT AGAINST DOCUMENTS. DETAILED HEREIN AND BENEFICIARY'S
DRAFTS AT SIGHT DRAWN ON THE ICER
DOCUMENTS REQUIRED: AVAILABLE BY BENEFICIARY'S DRAFT(S) AT SIGHT DRAWN ON THE ISSUER
AND PRESENTED AT PLACE OF EXPIRY ACCOMPANIED BY BENEFICIARY'S STATEMENT PURPORTEDLY
MANUALLY SIGNED AND DATED BY THE COUNTY MANAGER,OR HIS DESIGNEE,CERTIF'YIN'G'THAT:
A. "(I)DEVELOPER HAS FAILED TO CONSTRUCT AND/OR MAINTAIN THE SUBDIVISION IMPROVEMENTS
ASSOCIATED WITH THAT CERTAIN PIAT OF A SUBDIVISION KNOWN AS:ARTESIA�T-NAPLES PRASE 4
AS.REQUIRED BY COLLIER COUNTY ORD IANC ArND RESP., TIQINS(TIE,"LANPi DEVELOPMENT
REGULATIONS");(II) DEVELOPER HAS BEEN GIVEN WRITTEN NOTICE DESCRIBING THE EVENT OR
CONDITION OF SUCH DEFAULT IN REASONABLE DETAIL BY CERTIFIED MAIL, RETURN RECEIPT
REQUESTED; AND(III)THE DEFAULT HAS NOT BEEN CURED WITHIN THE Cl RE PERIOD PROVIDED
FOR THEREIN,IF ANY.”;
- r,, -.,�,r-sic,..,:. . r .,E •: ,.,„,a ,.,, .,, r ...
OR Tr Jr'F(i:1,
B. "A FINAL INSPECTION OF THE SUBDIVISION IMPROVEMENTS FOR ARIESIA,NAPLES PHASE.4 AS
REQUIRED BY,COLLIER COUNTY ORDINANCES AND RESOLUTIONS (THE "LAND DEVELOPMENT
REGULATIONS”)SATISFACTORYTO COLI ER`COUN'TY HAS`NOTBEEN PERFORMED PRIOR TO THE
DATE OF EXPIRY. AND A SATIS`i''ACTORY ALTEitNATNE PERFORMANCE SECURITY IIAS NOT BEEN
PROVIDED'TO AND ACCEFTBDBY'FIHEBENEFICIARY."' a" : Y
bAa
. ,
FIDLITY . UAANTAND ACCEPTANCE CORP ..
7Q0 NW 107 AVENUE - SUiTE 204 .; '
MIAMI , FLORIDA 33.172 ,
PHONE (305 )553-8724
THIS IS AN INTEGRAL PART OF.LETTER OF CREDIT NO.FGAC-17120 PAGE 2
DRAFT(S) DRAWN UNDER THIS LETTER OF CREDIT SHALL BE MARKED: "DRAWN UNDER FIDELITI
GUARANTY AND ACCEPTANCE CORP. CREDIT NO. FGAC-17120, DATED APRIL 24, 2017" AND MUST BE
ACCOMPANIED BY THIS ORIGINAL LETTER OF CREDIT AND ALL ORIGINAL AMENDMENTS,IF ANY,FOR
PROPER ENDORSEMENT.
THIS LETTER OF CREDIT SETS-FORTH IN FULL THE TERMS OF THE ISSUER'S;UNDERTAKING,-AND SUCH
UNDERTAKING SHALL NOT IN ANY WAY,BE IODIFIED,AMENDED, OR AMPLIFIED BY REFERENCE TO
ANY DOCUMENT,INSTRUMENT,OR AGREEMENT REFERENCED TO HEREIN OR IN WHICH THIS LETTER
OF CREDIT RELATES,AND ANY SUCH REFERENCE SHALL NOT BE DEEMED TO INCORPORATE HEREIN BY
REFERENCE ANY DOCUMENT,INSTRUMENT OR AGREEMENT.
ISSUER HEREBY ENGAGES WITH BENEFICIARY THAT DRAFTS)DRAWN UNDER AND IN COMPLIANCE
WITH THE TERMS AND CONDITIONS OF THIS CREDIT WILL BE DULY HONORED BY ISSUER IF PRESENTED.
WITHIN THE VALIDITY OF THIS CREDIT TOGETHER,W.ITH THE DOCUMENTS REQUIRED HEREIN AT-THE
PLACE OF EXPIRY PRIOR TO,4:00 P.M.EST.ON OR PRIOR TO THE,DATE OF EXPIRY.
THIS CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS(2007
REVISION)INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO.600. '
cRAN'TY A.r, n,,.-F.P .. .,,:If'>
FIDELITY GUARANTY AND ACCEPTANCE CORP. t,t:rr ,--"„'...•;1••,,,,',`,.'., ' _ .',:a. .( •„=Ati ,r r." ,,,,r, ,
:'.',....,:-t , , :. :p Nc v.,.e t-'.1,,,.,„';', i„ nv .r.C..l',vrr =d7E,. f ')eif t .,.I,'Yir ,Ir'r,
i.,,,,:,, ' .f.k t i r '' I�. C)P F ry J;^ ,`,1'.117) , Ar , F J
JACO 'TNI`DE SO ,VTCE'PRESIDENT
,:r .'.L.' .,l- ;,,' ', '',,..t...:.".l,..rif Fl,h i ,:I.A,t.., 4T.I ,....,,1'AN.. .;Urdl ','...,A,,..,',,-• 1- .
..�, _-.. •,G� •fi'-.:.17 ,r .S:•ih.1 'L i, i;CJ I. ,�E 1_.. t c..;.1 A, .. i.-
, _ rs;J. I NCE COP'F,Ju + ,V,P,:tri A.•,.- . . ... -4' .... ..w,... JTY ., ,L E
, .r gar t .� r � ..., .,,>_,
':111•.t. .1L: -� >.,. 1 1
rl r .:,%:,...,.,,r , COP,"t'Gt._1 i Atr,.,.., ;.•,"41'..:( „,,,sf"r ,.,..-..1.1.r'+a.,h(Hht Y A s A,.;•t. .,
._, ., i,-.''''..•,- C ,:-r .al' . , ."T'',,',,i',,-,,,f .ICE,_U.r'Hf.:,',..I ',3-41.1',7 NI':5Cl,r ',,., , i 'D:.1Y CL...'5O , .. ,.5,,,,,.. ,-.
III„ t i f II• .•_ r i fC JF FIDE. Jtf ,h,v h EPN 1 r 1 YGu Flt4Y Nr , E
,
I' ,.,,PA,, :.+ ,..,,,1,- f. C",'I t .,.- . 's '.. lAN . ., _ei AN)?C.. �'. . ,,.DPI, IDri1 r INlA;A IN, ..'4, r . .,
I; '",...`.1 t ',: 4i ;:'I1'''1'-'..,,v r .)>:. AN, COR.l' F i ' '\ Y:t� _A^ C'..................'5! JAft N...Y t I-
r
s"
AN, r"E .ANL_L„� ri iLI1 .,,,�IHAT ,,Nt,,,i,_ r ! ,,t. LIEU t'u.- A •i'', ''‘A'N''....,..,;.f.
1,U' ' „f. ,.,h 1 ''.f t .1.E r )G 0,r....,"/':AT,AN[?.(.., s ,'. )R i i +JAt 1 T .r,r t l ! Ct "Gu PANTY AND^.0 - )
t i
',' ) .. s l 40-,.;,', :A i 1-t 1" -1 I 1 ,., AP t r' d t C 13 , , HAN'/ t k- t
S t ,- 'N'-i,f - v,T'� i,r) l"5 C I I t�. t N1'5 , t •,, s .., L v 'Y J r ,
, 4 I
1 6 A2
Q. GRADY MINOR & ASSOCIATES, P.A.
CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS
ARTESIA-NAPLES PHASE 4
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
April 17, 2015
SCHEDULE DESCRIPTION Phase I
A Earthwork $5,660.00
Paving $274,615.00
C Wastewater Collection $163,960.00
D Potable Water Distribution $131,312.00
E Storm Drainage
$84,263.00
TOTAL $659,810.00
110% of TOTAL $725,791.00
Water and Wastewater Sub-Total: $295,272.00
Earthwork, Paving and Drainage Sub-Total: $364,538.00
G:\Engineering\PROJ-ENG\WWVCIAN106DP Ph 4&5\03PPL DP\OPC1OPC Ph4 Bond 2015.0417 1 of 1
1 6 A2
Q. GRADY MINOR & ASSOCIATES, P.A.
CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS
ARTESIA-NAPLES PHASE 4
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
April 17, 2015
SCHEDULE DESCRIPTION Phase 1
A Earthwork $5,660.00
B Paving $274,615.00
C Wastewater Collection $163,960.00
D Potable Water Distribution $131,312.00
Storm Drainage $84,263.00
TOTAL $659,810.00
110% of TOTAL $725,791.00
Water and Wastewater Sub-Total: $295,272.00
Earthwork, Paving and Drainage Sub-Total: $364,538.00
GAEngineering\PROJ-ENG\IMWCIAN\06DP Ph 4&5103PPL DP\OPC\OPC Ph4 Bond_2015 04 17 1 of 6
1 6 A2
ARTESIA-NAPLES PHASE 4
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "A"
EARTHWORK& SITE PREP
Clearing, grubbing and preparation of the construction site and bringing the site, including roadway rights-of-
way, easements, building sites and open areas to the lines and grades shown on the drawings or as designated
by the Engineer in the field including chipping and grinding of all materials on the Owner's property and then
disposal of all residue off the Owner's property, all as specified, per acre complete. All work in right-of-way
is subject to inspection by the owner, City, County DOT and/or FDOT contingent on final acceptance of
improvements as shown and specified on the contract documents. The construction area shall be enclosed
with FDEP approved siltation fencing prior to commencement of work. The unit price of the erosion control
fence shall include maintenance of the fence for the duration of construction.
UNIT TOTAL
ITEM DESCRIPTION UNIT QUANTITY PRICE PRICE
A-I Clearing and Grubbing* AC 0 $0.00 $0.00.
A-2 Erosion Control-Silt Fence LF 4,020 $1.00 $4,020.00
A-3 Double Row Erosion Control-Silt Fence LF 820 $2.00 $1,640.00
A-4 Lake Excavation(Haul,Place&Compact)* CY 0 $0.00 $0.00
A-5 Sod Lake Banks(20'Width)* SY 0 $0.00 $0.00
A-6 Exocit Clearing from Preserves * AC 0 $0.00 $0.00
TOTAL $5,660.00
* Site has been cleared and filled,lakes have been excavated and sodded and the exotics have been
cleared from the Preserves,all under previous phase approvals.
0.Grady Minor&Associates
G1Engineering1PROJ-ENGWVVCIAN106DP Ph 48.5103PPL DPIOPCIOPC Ph4 Bond_2015 04 17 2 of 6
1 6 A 2
ARTESIA-NAPLES PHASE 4
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "B"
PAVING
Roadway construction complete per the plans and County specifications including stabilized subgrade,
stabilized shoulder, limerock base, tack coat, asphaltic concrete, required testing by an independent
laboratory, roadside fill and grading for full width of right-of-way and easements, finish grading, seeding and
mulch and/or sod.
UNIT TOTAL
ITEM DESCRIPTION UNIT QUANTITY PRICE PRICE
B-1 12"Stabilized Subgrade SY 6,610 $2.50 $16,525.00
B-2 6" Limerock Base(Compacted and Primed) SY 5,530 $8.00 $44,240.00
B-3 3/4"Aphaltic Concrete Type S-111(1st Lift) SY 5,530 $4.50 $24,885.00
B-4 3/4"Aphaltic Concrete Type S-III(2nd Lift) SY 5,530 $5.50 $30,415.00
B-5 Valley Gutter LF 3,970 $9.00 $35,730.00
B-6 Type F Curb&Gutter LF 880 $10.00 $8,800.00
B-7 5'Concrete Sidewalk 4"Thick SY 2,940 $27.00 $79,380.00
B-8 Handicap Curb Ramps-All Types EA 5 $600.00 $3,000.00
B-9 Sodding(To 4'Back of Curb) SY 2,070 $2.00 $4,140.00
B-10 Signing&Pavement Markings LS 1 $3,000.00 $3,000.00
B-11 Street Lights-FPL Provide and Install EA 19 $1,000.00 $19,000.00
B-I2 Set PRM's LS 1 $2,500.00 $2,500.00
B-13 Set PCP's LS 1 $3,000.00 $3,000.00
TOTAL $274,615.00
Q.Grady Minor&Associates
G.1Engineering1PROJ-ENG1VVIVVCIAN106DP Ph 48.5103PPL DP1OPC1OPC Ph4 Bond_2015 04 17 3 of 6
1 6 A 2
ARTES1A-NAPLES PHASE 4
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "C"
WASTEWATER COLLECTION
Includes furnishing and handling of all required materials, joint restraint, thrust blocks, connections to other
pipelines, all excavation (including rock and over-excavation if necessary), dewatering, bedding material (if
necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in
roadway areas, pressure testing, flushing, clean-up including resodding areas previously sodded, seeding all
areas disturbed by construction, providing complete as-built drawings and other items necessary to complete
the system and provide the Owner, FDEP and County with a complete working wastewater collection system as
shown on the drawings and specified in these contract documents. Cut ranges are measured from profile grade
line to invert of the pipe or manhole.
TOTAL
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE PRICE
C-1 8"Gravity PVC-SDR 26(0-6'Cut) LF 477 $28.00 $13,356.00
C-2 8"Gravity PVC-SDR 26(6-8'Cut) LF 745 $33.00 $24,585.00
C-3 8"Gravity PVC-SDR 26(8-10'Cut) LF 512 $45.00 $23,040.00
C-4 8"Gravity PVC-SDR 26(10-12'Cut) LF 159 $60.00 $9,540.00
C-5 8"Gravity PVC-SDR 26(>12'Cut) LF 120 $80.00 $9,600.00
C-6 Television Inspection LF 2,013 $3.00 $6,039.00
C-7 Manhole 4Diameter(0-6') EA 2 $4,100.00 $8,200.00
C-8 Manhole 4'Diameter(6-8') EA I $5,000.00 $5,000.00
C-9 Manhole 4'Diameter(8-10') EA 2 $6,000.00 $12,000.00
C-10 Manhole 4'Diameter(10-12') EA 3 $7,000.00 $21,000.00
C-11 Manhole 4'Diameter(>12'Cut) EA I $10,000.00 $10,000.00 '
C-12 6" Single Sewer Service EA 1 $600.00 $600.00
C-13 6"Double Sewer Service EA 30 $700.00 $21,000.00
TOTAL $163,960.00
Q. Grady Minor&Associates
G\Engineering\PROJ-ENGWNWCIAMO6DP Ph 486\03PPL DPIOPC‘OPC Ph4 Bond 2015 04 17 4 of 6
16A2
ARTESIA-NAPLES PHASE 4
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "D"
POTABLE WATER DISTRIBUTION
Includes furnishing and handling of all required materials, joint restraint, thrust blocks, connections to other
pipelines, all excavation (including rock and over-excavation if necessary), dewatering, bedding material (if
necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in
roadway areas, pressure testing, disinfecting pipelines, flushing, clean-up including resodding areas previously
sodded, seeding all areas disturbed by construction, providing complete as-built drawings and other items
necessary to complete the system and provide the Owner,FDEP and/or Health Department and County with a
complete working water distribution system as shown on the drawings and specified in these contract
documents. Lineal foot price of the pipe is to include the cost of all required fittings.
TOTAL
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE PRICE
D-1 10"PVC Main(C-900,DR 18) LF 2,440 $25.00 $61,000.00
D-2 10"PVC Main(C-900,DR 14) LF 54 $28.00 $1,512.00
D-3 10"Gate Valve with Box EA 4 $2,000,00 $8,000.00
D-4 Fire Hydrant Assembly Complete EA 6 $4,000.00 $24,000.00
D-5 Single Water Service EA I 1 $800.00 $8,800.00
D-6 Double Water Service EA 28 $1,000.00 $28,000.00
TOTAL $131,3112.00
Q. Grady Minor&Associates
G:\Engineering\PROJ-ENG\W\WCIAN\06DP Ph 485\03PPL DP\OPC\OPC Ph4 Bond_2015 04 17 5 of 6
16A2
ARTESIA-NAPLES PHASE 4
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "E"
STORM DRAINAGE
Includes furnishing and handling of all required materials, dewatering, bedding material (if necessary), rock
removal and disposal off-site(if necessary), installation, backfilling, compaction, compaction testing in road-
way areas, final grading, coordinating with other contractors and utility companies, flushing, clean-up,
seeding, sodding of all areas disturbed by construction, repair of any damage caused by construction and
other items necessary to complete the system and provide the Owner, County and/or FDOT with a complete
working drainage system as shown on the drawings and specified on these contract documents. Pipe
measurement is to the center of the structures.
UNIT TOTAL
ITEM DESCRIPTION UNIT QUANTITY PRICE PRICE
E-1 15"RCP LF 246 $38.00 $9,348.00
E-2 18"RCP LF 22 $44.00 $968.00
E-3 24"RCP LF 574 $55.00 $31,570.00
E-4 19"x 30"ERCP LF 25 $65.00 $1,625.00
E-5 Valley Gutter Inlet EA 4 $3,200.00 $12,800.00,
E-6 Throat Inlet EA 2 $3,200.00 $6,400.00
E-7 Type C Inlet EA 1 $2,000.00 $2,000.00
E-8 15"FES EA 1 $1,000.00 $1,000.00
E-9 24"FES EA 3 $1,500.00 $4,500.00
E-10 Yard Drain Inlet EA 7 $300.00 $2,100.00
E-11 8" HDPE Yard Drain Pipe LF 420 $13.00 $5,460.00
E-12 10"HDPE Yard Drain Pipe LF 244 $16.00 $3,904.00
E-13 12"HDPE Yard Drain Pipe LF 116 $18.00 $2,088.00
E-14 8" HDPE FES with Rip Rap EA 1 $500.00 $500.00
TOTAL $84,263.00
Q.Grady Minor&Associates
G 1Engineering\PROJ-ENGWWCIAN106DP Ph 4&5\03PPL OP1OPC 10PC Ph4 Bond_2015 04 17 6 of 6
16A2
Q. GRADY MINOR & ASSOCIATES, P.A.
CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECTS
ARTESIA-NAPLES PHASE 5
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
April 17, 2015
SCHEDULE DESCRIPTION Phase 1
A Earthwork $11,580.00
B Paving $463,610.00
C Wastewater Collection $559,113.00
D Potable Water Distribution $280,203.00
E Storm Drainage $689,281.00
TOTAL $2,003,787.00
110% of TOTAL $2,204,165. 70
Water and Wastewater Sub-Total: $839,316.00
Earthwork, Paving and Drainage Sub-Total: $1,164,471.00
GAEngineenng\PROJ-ENGWV\VVCIAN106DP Ph 48,5\03PPL DP\OPCIOPC Ph5 Bond_2015.04 17 1 of 6
1 6 A 2
ARTESIA-NAPLES PHASE 5
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "A"
EARTHWORK & SITE PREP
Clearing, grubbing and preparation of the construction site and bringing the site, including roadway rights-of-
way, easements, building sites and open areas to the lines and grades shown on the drawings or as designated
by the Engineer in the field including chipping and grinding of all materials on the Owner's property and then
disposal of all residue off the Owner's property, all as specified, per acre complete. All work in righ -of-wuy
is subject to inspection by the owner, City, County DOT and/or FDOT contingent on final acceptance of
improvements as shown and specified on the contract documents. The construction area shall be enclosed
with FDEP approved siltation fencing prior to commencement of work, The unit price of the erosion control
fence shall include maintenance of the fence for the duration of construction.
[8V/7 TOTAL
ITEM DESCRIPTION UNIT QUANTITY PRICE PRICE
A-| Clearing and Grubbing* AC 0 $0.00 $0.00
A-2 Erosion Control-Silt Fence LF 6'300 $1.00 $6,300.00
A,3 Double kow Etosion Control Silt pence Ly 2`640 %2.00
$5,280.00
A-4 Lake Excavalion(haul, Place&Compact) * CY 0 $0.80 $0.00
A-5 Sod Lake Banks(20' Width) * SY 0 $0.00 $0.00
A-6 Exocit Clearing from Preserves * AC 0 $0.00 $0.00
T TA L $11,580.00
* Site has been cleared and filled, lakes have been excavated and sodded and the exotics have been
cleared from the Preserves,all under previous phase approvals.
Q.Grady Minor&Associates
G s1mwvcmw106opp^48,5m3pp/npmpmnpnp^5oono1_2015 04 17 2 of 6
1 6 A2
ARTESIA-NAPLES PHASE 5
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "B"
PAVING
Roadway construction complete per the plans and County specifications including stabilized subgrade,
stabilized shoulder, limerock base, tack coat, asphaltic concrete, required testing by an independent
laboratory, roadside fill and grading for full width of right-of-way and easements, finish grading, seeding and
mulch and/or sod.
UNIT TOTAL
ITEM DESCRIPTION UNIT QUANTITY PRICE PRICE
B-1 12' Stabilized Subgrade SY 14,180 $2.50 $35,450.00
13-2 6" Limerock Base(Compacted and Primed) SY 12,160 $8.00 $97,280.00
B-3 3/4" Aphaltic Concrete Fype S-111 (1st Lill) SY 12,160 $4.50 $54,720.00
13-4 3/4"Aphaltic Concrete Type S-111(2nd Lift) SY 12,160 $5,50 $66,880,00
B-5 Valley Gutter LE 9,050 $9.00 $81,450.00
B-6 5'Concrete Sidewalk 4"Thick SY 2,450 $27.00 $66,150.00
13-7 Handicap Curb Ramps-All Types EA 4 $600.00 $2,400.00
B-8 Sodding(To 4'Back of Curb) SY 4,090 $2.00 $8,180.00
B-9 Signing&Pavement Markings LS 1 $5,000.00 $5,000.00
B-10 Street Lights-FPL Provide and Install EA 39 $1,000.00 $39,000.00
B-11 Set PRM's 1,S I $3,100.00 $3,100.00
13-12 Set PCP's LS 1 $4,000.00 $4,000.00
TOTAL $463,610.00
Q. Grady Minor&Associates
G:\Enineeririg\PROJ-ENG\iMWCIAN05DP Ph 4&5l03PPL DP\OPC1OPC Ph5 Bond_2015 04 17 3 of 6
1 6 A 2
ARTESIA-NAPLES PHASE 5
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "C"
WASTEWATER COLLECTION
Includes furnishing and handling of all required materials, joint restraint, thrust blocks, connections to other
pipelines, all excavation (including rock and over-excavation if necessary), dewatering, bedding material (if
necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in
roadway areas, pressure testing, flushing, clean-up including resodding areas previously sodded, seeding all
areas disturbed by construction, providing complete as-built drawings and other items necessary to complete
the system and provide the Owner, FDEP and County with a complete working wastewater collection system as
shown on the drawings and specified in these contract documents. Cut ranges are measured from profile grade
line to invert of the pipe or manhole.
TOTAL
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE PRICE
C-1 8"Gravity PVC-SDR 26(0-6'Cut) LF 878 $28.00 $24,584.00
C-2 8" Gravity PVC-SDR 26(6-8'Cut) LF 1,516 $33.00 $50,028.00
C-3 8" Gravity PVC-SDR 26(8-10'Cut) LF 1,368 $45,00 $61,560.00
C-4 8"Gravity PVC-SDR 26(10-12'Cut) LF 670 $60.00 $40,200.00
C-5 8"Gravity PVC-SDR 26(>12'Cut) LF 39 $80.00 $3,120.00
C-6 Television Inspection LF 4,475 $3.00 $13,425.00
C-7 Manhole 4'Diameter(0-6') EA 2 $4,100.00 $8,200.00
C-8 Manhole 4'Diameter(6-8') EA 5 $5,000,00 $25,000,00
C-9 Manhole 4'Diameter(8-10') EA 7 $6,000.00 $42,000.00
C-I0 Manhole 4'Diameter(10-12') EA 5 $7,000.00 $35,000.00
C-11 Manhole 4'Diameter(>12'Cut) EA 2 $10,000.00 $20,000.00
C-12 6" Single Sewer Service EA 28 $600.00 $16,800.00
C-13 6"Double Sewer Service EA 66 $700.00 $46,200.00
C-14 4"PVC Force Main(C900,DR 18) LF 790 $20.00 $15,800.00
C-15 4"PVC Force Main(C900,DR 14) LF 52 $23.00 $1,196.00
C-16 Air Release Combination Assembly EA 1 $6,000.00 $6,000.00
C-17 Pump Station LS 1 $150,000.00 $150,000.00
TOTAL $559,113.00
Q. Grady Minor&Associates
G:1Engifleenrig\PROJ-ENG1W1WCIAN106DP Ph 4&5103PPL DP1OPC1OPC Ph5 Sol-1(1_2015 04 17 4 of 6
16A2
ARTESIA-NAPLES PHASE 5
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "D"
POTABLE WATER DISTRIBUTION
Includes furnishing and handling of all required materials, joint restraint, thrust blocks, connections to other
pipelines, all excavation (including rock and over-excavation if necessary), dewatering, bedding material (if
necessary), pipeline installation, back filling (imported fill if necessary), compaction, compaction testing in
roadway areas, pressure testing, disinfecting pipelines, flushing, clean-up including resodding areas previously
sodded, seeding all areas disturbed by construction, providing complete as-built drawings and other items
necessary to complete the system and provide the Owner, FDEP and/or Health Department and County with a
complete working water distribution system as shown on the drawings and specified in these contract
documents. Lineal foot price of the pipe is to include the cost of all required fittings.
TOTAL
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE PRICE
D-1 6"PVC Main(C-900,DR 18) LF 970 $20.00 $19,400.00
D-2 8"PVC Main(C-900, DR 18) LF 2,130 $22.00 $46,860.00
.•
D-3 10"PVC Main(C-900,DR 18) LF 1,675 $25.00 $41,875.00
D-4 10"PVC Main(C-900, DR 14) LF 81 $28.00 $2,268.00
D-5 6"Gate Valve with Box EA 3 $1,000.00 $3,000.00
D-6 8"Gate Valve with Box EA 6 $1,300.00 $7,800.00
D-7 10"Gate Valve with Box EA 3 $2,000.00 $6,000.00
D-8 Fire Hydrant Assembly Complete EA 10 $4,000.00 $40,000.00
D-9 Single Water Service EA 34 $800.00 $27,200.00
D-10 Double Water Service EA 64 $1,000.00 $64,000.00
D-11 Permanent Bacterial Sample Point EA 1 $2,000.00 $2,000.00
D-12 Automatic Flushing Device EA 3 $6,600.00 $19,800.00
TOTAL $280,203.00
Q.Grady Minor&Associates
GlEngineering‘PROJ-ENGWAWCIAMOSDP Ph 48.5103PPL DP\OPC\OPC Ph5 Bond 2015 04 17 5 of 6
1 6 A2
ARTESIA-NAPLES PHASE 5
ENGINEER'S OPINION OF PROBABLE COST FOR PLAT BONDING
4/17/2015
SCHEDULE "E"
S'FORNI DRAINAGE
Includes furnishing and handling of all required materials, dewatering, bedding material (if necessary), rock
removal and disposal off-site (if necessary), installation, backtilling, compaction, compaction testing in road-
way areas, final grading, coordinating with other contractors and utility companies, flushing, clean-up,
seeding, sodding of all areas disturbed by construction, repair of any damage caused by construction and
other items necessary to complete the system and provide the Owner, County and/or FDOT with a complete
working drainage system as shown on the drawings and specified on these contract documents. Pipe
measurement is to the center of the structures,
UNIT TOTAL
ITEM DESCRIPTION UNIT QUANTITY PRICE PRICE
E-1 15"RCP LF 1,066 $38.00 $40,508.00
E-2 18"RCP LF 726 $44.00 $31,944.00
E-3 24" RCP LF 1,516 $55,00 $83,380.00
E-4 30" RCP LF 561 $75.00 $42,075.00
E-5 36" RCP LF 1,289 $90.00 $116,010.00
E-6 42" RCP LB 867 $110.00 $95,370.00
E-7 Valley Gutter Inlet EA 22 $3,200.00 $70,400.00
E-8 Type C Inlet EA 14 $2,000.00 $28,000.00
E-9 Junction Box EA I 1 $4,000.00 $44,000.00
E-10 15"FES EA I $1,000.00 $1,000.00
E-11 24" FES EA 4 $1,500.00 $6,000.00
E-12 36" FES EA 1 $3,000.00 $3,000.00
E-I3 42"FES EA 3 $4,000.00 $12,000.00
E-14 Yard Drain Inlet EA 55 $300.00 $16,500.00
E-15 8" IMPE Yard Drain Pipe LF 1,616 $13.00 $21,008.00
E-16 10"HDPE Yard Drain Pipe LF 773 $16.00 $12,368.00
E-17 12" HOPE Yard Drain Pipe 1.F 1,432 $18.00 $25,776.00
E-18 15"HOPE Yard Drain Pipe LF 936 $22.00 $20,592.00
E-19 18"HOPE Yard Drain Pipe LF 754 $25.00 $18,850.00
E-20 10" HDPE FES with Rip Rap EA 1 $500.00 $500.00
TOTAL $689,281.00
Q. Grady Minor&Associates
G:\Engineering\PROJ-ENG\W\WCIAN\OGDP Ph 48,5\03PPL DP\OPC 10PC Ph5 Bond 2015 04 17 6 of 6
16 A
FORM 8B MEMORANDUM OF VOTING CONFLICT FOR
COUNTY, MUNICIPAL, AND OTHER LOCAL PUBLIC OFFICERS
LAST NAME—FIRST NAME—MIDDLE NAME NAME OF BOARD,COUNCIL,COMMISSION,AUTHORITY,OR COMMITTEE
Solis, Andrew I. Collier County Board of County Commissioners
MAILING ADDRESS THE BOARD,COUNCIL,COMMISSION.AUTHORITY OR COMMITTEE ON
3299 East Tamiami Trail, Suite 300 WHICH I SERVE ISAUNIT OF:
CITY COUNTY ❑CITY t$COUNTY ❑OTHER LOCAL AGENCY
Naples Collier NAME OF POLITICAL SUBDIVISION:
Collier County
DATE ON WHICH VOTE OCCURRED
September 26, 2017 MY POSITION IS
CI ELECTIVE 0 APPOINTIVE
WHO MUST FILE FORM 8B
This form is for use by any person serving at the county, city, or other local level of government on an appointed or elected board, council,
commission, authority, or committee. It applies to members of advisory and non-advisory bodies who are presented with a voting conflict of
interest under Section 112.3143, Florida Statutes.
Your responsibilities under the law when faced with voting on a measure in which you have a conflict of interest will vary greatly depending
on whether you hold an elective or appointive position. For this reason, please pay close attention to the instructions on this form before
completing and filing the form.
INSTRUCTIONS FOR COMPLIANCE WITH SECTION 112.3143, FLORIDA STATUTES
A person holding elective or appointive county, municipal, or other local public office MUST ABSTAIN from voting on a measure which
would inure to his or her special private gain or loss. Each elected or appointed local officer also MUST ABSTAIN from knowingly voting on
a measure which would inure to the special gain or loss of a principal (other than a government agency) by whom he or she is retained
(including the parent, subsidiary, or sibling organization of a principal by which he or she is retained); to the special private gain or loss of a
relative; or to the special private gain or loss of a business associate. Commissioners of community redevelopment agencies(CRAs)under
Sec. 163.356 or 163.357, F.S., and officers of independent special tax districts elected on a one-acre, one-vote basis are not prohibited
from voting in that capacity.
For purposes of this law, a "relative" includes only the officer's father, mother, son, daughter, husband, wife, brother, sister, father-in-law,
mother-in-law, son-in-law, and daughter-in-law.A"business associate" means any person or entity engaged in or carrying on a business
enterprise with the officer as a partner, joint venturer, coowner of property, or corporate shareholder(where the shares of the corporation
are not listed on any national or regional stock exchange).
« « « « « « « « « « « « « « «
ELECTED OFFICERS:
In addition to abstaining from voting in the situations described above,you must disclose the conflict:
PRIOR TO THE VOTE BEING TAKEN by publicly stating to the assembly the nature of your interest in the measure on which you are
abstaining from voting; and
WITHIN 15 DAYS AFTER THE VOTE OCCURS by completing and filing this form with the person responsible for recording the
minutes of the meeting,who should incorporate the form in the minutes.
« « « « « « « « « « « « «
APPOINTED OFFICERS:
Although you must abstain from voting in the situations described above, you are not prohibited by Section 112.3143 from otherwise
participating in these matters. However, you must disclose the nature of the conflict before making any attempt to influence the decision,
whether orally or in writing and whether made by you or at your direction.
IF YOU INTEND TO MAKE ANY ATTEMPT TO INFLUENCE THE DECISION PRIOR TO THE MEETING AT WHICH THE VOTE WILL BE
TAKEN:
• You must complete and file this form(before making any attempt to influence the decision)with the person responsible for recording the
minutes of the meeting,who will incorporate the form in the minutes. (Continued on page 2)
CE FORM 8B-EFF 11/2013 PAGE 1
Adopted by reference in Rule 34-7.010(1)(f),F.A.C.
16A 2
APPOINTED OFFICERS (continued)
• A copy of the form must be provided immediately to the other members of the agency.
• The form must be read publicly at the next meeting after the form is filed.
IF YOU MAKE NO ATTEMPT TO INFLUENCE THE DECISION EXCEPT BY DISCUSSION AT THE MEETING:
• You must disclose orally the nature of your conflict in the measure before participating.
• You must complete the form and file it within 15 days after the vote occurs with the person responsible for recording the minutes of the
meeting,who must incorporate the form in the minutes.A copy of the form must be provided immediately to the other members of the
agency,and the form must be read publicly at the next meeting after the form is filed.
DISCLOSURE OF LOCAL OFFICER'S INTEREST
Andrew I. Solis hereby disclose that on September 26 20 17 •
(a)A measure came or will come before my agency which(check one or more)
inured to my special private gain or loss;
inured to the special gain or loss of my business associate,
inured to the special gain or loss of my relative, ;
inured to the special gain or loss of a client of my law firm, Lennar/WCI by
whom I am retained; or
inured to the special gain or loss of ,which
is the parent subsidiary, or sibling organization or subsidiary of a principal which has retained me.
(b)The measure before my agency and the nature of my conflicting interest in the measure is as follows:
On September 26, 2017, BCC Agenda Item 16A2, the Board will consider a recommendation to record the final
plat of Artesia Naples, Phase 4, approval of the standard form Construction and Maintenance Agreement, and
approval of the amount of the performance security.
The applicant,Artesia Naples is a WCI Community, and the Lennar Company, is a client of my law firm, and in
an abundance of caution, I will abstain from voting pursuant to Section 286.012, Fla. Stat., to avoid any
perceived prejudice or bias.
If disclosure of specific information would violate confidentiality or privilege pursuant to law or rules governing attorneys, a public officer,
who is also an attorney, may comply with the disclosure requirements of this section by disclosing the nature of the interest in such a way
as to provide the public with notice of the conflict. 7
September 26, 2017 ,✓�.- -'
Date Filed Si.•-ture
NOTICE: UNDER PROVISIONS OF FLORIDA STATUTES §112.317, A FAILURE TO MAKE ANY REQUIRED DISCLOSURE
CONSTITUTES GROUNDS FOR AND MAY BE PUNISHED BY ONE OR MORE OF THE FOLLOWING: IMPEACHMENT,
REMOVAL OR SUSPENSION FROM OFFICE OR EMPLOYMENT, DEMOTION, REDUCTION IN SALARY, REPRIMAND, OR A
CIVIL PENALTY NOT TO EXCEED$10,000.
CE FORM 8B-EFF. 11/2013 PAGE 2
Adopted by reference in Rule 34-7.010(1)(f),F.A.C.