MEADOW VIEW AT TWIN CREEKS
Community Development District

DECEMBER 14, 2018

AGENDA

Meadow View at Twin Creeks Community Development District Revised Special Meeting Agenda

Friday	Governmental Management Services
December 14, 2018	475 West Town Place
10:00 a.m.	St. Augustine, Florida 32092
Call In # 1-888-757-2790 Code 380298
www.meadowviewattwincreekscdd.com

Call to Order

Public Comment

Consideration of Matters re: Townhomes Bid Protest / Contract Award

Consideration of Matters re: Phase 2 Contract Award

Consideration of Agreement with Atlantic Security for Fire Alarm Communicator Installation

Acceptance of the Minutes of the November 6, 2018 Landowners’ Election

Approval of Minutes of the November 15, 2018 Meeting

Other Business

Staff Reports
District Counsel

District Engineer
Requisition Summary

Dicky Smith Change Order No. 9

District Manager

Amenity Manager – Report

Financial Reports
Balance Sheet and Income Statement

Funding Request No. 33

Supervisors’ Requests and Audience Comments

Next Scheduled Meeting – January 17, 2019 at 10:00 a.m. at the offices of GMS

Adjournment

THIRD ORDER OF BUSINESS

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT ST. JOHNS COUNTY, FLORIDA

JON M. HALL COMPANY, LLC,

Protestor,

BID PROTEST /
RFP FOR TOWNHOMES
MEADOW VIEW AT TWIN CREEKS	SITE WORK PROJECT COMMUNITY DEVELOPMENT DISTRICT,

Respondent.

 	/

FINAL ORDER DISMISSING BID PROTEST

THIS CAUSE came before the Meadow View at Twin Creeks Community Development District’s (“District”) Board of Supervisors (“Board”) pursuant to a bid protest (“Bid Protest”) filed with the District on December 3, 2018 by Jon M. Hall Company, LLC (“Protestor”), and relating to the District’s Request for Proposals for the Beacon Lakes Townhomes Civil Site Work Project (“Townhomes RFP”). Pursuant to Rule 3.11 of the District’s Rules of Procedure, the Bid Protest is untimely and must be dismissed.
Findings of Fact

On September 24, 2018, the District issued its Townhomes RFP, requesting responses in connection with the construction of the District’s Townhomes civil site work project. The responses were initially due on October 26, 2018, but the deadline was extended until November 8, 2018.
The District received two responses to the Townhomes RFP, one from Protestor, and the other from Hughes Brothers Construction. The District publicly opened the responses on November 8, 2018.
The District’s Board then met in public on November 15, 2018 and scored and ranked the responses. That same day - on November 15, 2018, the District issued letters to the  respondents informing them of the District’s intent to award the contract to Hughes Brothers Construction, as the highest-ranked respondent.

The District’s notice letter sent to Protestor stated, in pertinent part and with emphasis

added:

Please note that a failure to file a written notice of protest of this decision within seventy-two (72) hours (excluding Saturdays, Sundays, and state holidays) after receipt of this Notice of Intent to Award, followed within seven (7) calendar days (inclusive of Saturdays, Sundays, and state holidays) by a formal written protest, stating with particularity the facts and law upon which such protest is based, as well as any required protest bond or other security, shall constitute a waiver of proceedings under Chapter 190, Florida Statutes, and the District’s Rules of Procedure.

Similarly, Rule 3.11 of the District’s Rules of Procedure – which were timely provided to the Protestor’s counsel on November 20 in response to a public records request made that same day – states, with emphasis added:
Except for those situations covered by subsection (1)(a) of this Rule, any firm or person who is affected adversely by a District’s ranking or intended award under Rules 3.1, 3.2, 3.3, 3.4, 3.5, 3.6, 3.8, or 3.9 and desires to contest the District’s ranking or intended award, shall file with the District a written notice of protest within seventy-two (72) calendar hours (excluding Saturdays, Sundays, and state holidays) after receipt of the notice of the District’s ranking or intended award.  A formal protest setting forth with particularity the facts and law upon which the protest is based shall be filed within seven (7) calendar days (including Saturdays, Sundays, and state holidays) after the initial notice of protest was filed. For purposes of this Rule, wherever applicable, filing will be perfected and deemed to have occurred upon receipt by the District. Failure to file a notice of protest shall constitute a waiver of all rights to protest the District’s ranking or intended award. Failure to file a formal written protest shall constitute an abandonment of the protest proceedings and shall automatically terminate the protest proceedings.

On November 20, 2018, the District received from Protestor a written notice of intent to protest the District’s Townhomes RFP award. In the response letter, Protestor states, with emphasis added, that: “[a] formal written protest, with the required bond, will be timely filed within seven (7)
calendar days in accordance with the time terms in your letter.”

No such formal written protest was timely filed within the seven-day period required by the District’s November 15, 2018 letter and Rule 3.11.

Instead, Protestor submitted a formal written protest delivered by hand on December 3, 2018, which was 13 days after the District’s receipt of the initial notice of protest, and after the seven-day deadline.
Conclusions of Law

Because Protestor failed to timely file its formal written protest by the required deadline for submitting formal written responses as set forth in the District’s November 15, 2018 letter and Rule 3.11, Protestor’s formal written protest is untimely, Protestor waived its right to protest and abandoned the Bid Protest proceedings, the Bid Protest proceedings are terminated, and the Bid Protest is hereby DISMISSED with prejudice.
Further, because the Bid Protest was unsuccessful, and pursuant to District Rule 3.11(1)(c) and the applicable provisions of the Project Manual, District Staff is directed to apply the Protestor’s protest bond toward the payment of the District’s attorney’s fees and expenses in connection with this Bid Protest.
DONE AND ORDERED at a public meeting held on December 	, 2018.

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT

Chairperson

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BID PROTEST DOCUMENT FROM JON M. HALL COMPANY, LLC.

RECEIPT FOR DOCUMENTS
The undersigned authority for the Meadow View At Twin Creeks Community Development District Manager,
JIM OLIVER, located at

lj-oV e,Vt,tW--e�j
c/o COMMERCIAL MANAGEMENT SERVICES,·
LLC
475 West Town Place, Suite 114 St. Augustine, Florida 32092
hereby acknowledges receipt of the December 3, 2018 Jon
M. Hall Company, LLC Bid Protest Documentation, by HAND DELIVERY.

Dated: December	3	, 2018 at	/.-o < f	.m.

�01J, kG--L-li,y
Sigt\�ture and Position	l

Prepared by:	                                                                                                                    William Glenn Roy Jr.
Attorney for Jon M. Hall Company, LLC

WILLIAM GLENN ROY, JR.
ATTORNEY AT LAW
411 WEST CENTRAL PARKWAY ALTAMONTE SPRINGS, FLORIDA 32714
TELEPHONE (407) 869-6167 • FAX (407) 869-9559

glenn@glennroylaw.com

Jim Oliver, District Manager Meadow View at Twin Creek

December 3, 2018
HAND DELIVERY

Community Development District
c/o Governmental Management Services, LLC 475 West Town Place, Suite 114
St. Augustine, Florida 32092
Email:ioliver@)gmsnf.com Fax:904-940-5899
Re:		Meadow View At Twin Creeks Community Development District; BID PROTEST of Award Construction Services for Beacon
Lake Townhouses Civil Sitework Award Notification dated November 15, 2018, ETM Job No. E 17-085-01; by Jon M. Hall Company, LLC.
Dear Mr. Oliver:
This law firm continues to represent Jon M. Hall Company, LLC; bidder with standing to protest.
Please find attached to this letter, the listed Bid Bond and Bid Protest documentation by Jon M. Hall Company, LLC.:

Original Bid Protest Bond dated November 29, 2018; $61,875.62; with Original Power of Attorney.
BID PROTEST DOCUMENT with Verification.
Exhibits:
Jon M. Hall Company November 19, 2018 Notice of Protest.

Meadow View At Twin Creeks CDD November 15, 2018, Notice of Intent to Award Construction Services for Beacon Lake Townhomes
Civil Sitework
Beacon Lake Town Project Manual 09/28/18 in Redacted Format.
Hall-Townhomes SOV, Bid Date 11/08/18.
Hughes Bros. SOV Bid Date 09/26/18.
TH Engineer Bid Tabulation, dated 11/15/18.
Hall- Beacon Lake Subdivision Phase 2, SOV Bid Date 10/26/18.

Please sign the attached RECEIPT of HAND DELIVERY PACKAGE, and also acknowledge receipt of this Protest documentation and Protest Bond by email to: glenn@glennroylaw.com; and to kcarson(wjonrnhallcompany.com

?	(!_

Respectfully submi�., WilliaLifG�l�/R v1y, J . Esquire
Attorney for Jon M.	all Company, LLC
Cc: Keith Carso , President
Jon M. Ha	Company, LLC
Jere L. Earlywine, Esquire iearlywine(a)hgslaw.com

Bond No.	SUR0021313	

Bid Protest Bond

KNOW ALL PERSONS BY THESE PRESENTS:
That Jon M. Hall Compan¼ LLC	, a corporation

_

organized and existing under the laws of the State of   	

F=.L	_

and having tFhLeir3p2rincipal place of business at   .11,,.9,,,,20"-"'B"'o"'ot'"h"'e--'C"'i'-'rc,,.,le,.,_,,S,su!!.!it,,_e.,,2e,3,,0 		_

Longwood,	750

as PRINCI PAL, and

oArrggaonnizaeudt Iunnsduerar nthcee lCawoms pofatnhye State of

L 	, a SURETY company,

 	

and duly authorized to do business In the State of Florida whose principalI.::place of business is	_

225i  W. Washington Street, 24th  Floor

, as Surety, are held and firmly bound

 	 as OBLIGEE,

_,,,uCn,,.,ht,,oc"'ath,.geo"",'--'Tl=-Lh.,,6e.,c0M6s.;0e,e6a,.__dow View at Twin Creeks Community Development_District

in the am( $ou$n6t1o,f   Si.xty One Thousand Eight Hundred Seventy Five and 62/100

_

Dollars

875 62	) for the payment of which sum we, as Principal and Surety, bind ourselves,

our heirs, personal representative, successors and assigns, jointly and severally.

tSoaidBperoatceosnt Lake Subdivision Phase 2

princTiphaisl hbaosnidniitsiatisesduaendaudnmdienristthraetipveropvriositoensst reogf apradriang tahpehO2B8L7I.G04E2E9'S2 d(ce)c,isFiolonriodar inStteantudeteds.deTchiseioanbpoevert-aninaimnged

Is conditioned upon the posting of a bond at the time of filling the formal written protest.
and/Norowan, ythaeprepfeollraet,ethceoucrot npdroitcioenedoifntghsisrebgoanrddiisngthtahteifptrhoetePstR, sINhCalIlPsAaLti,safyftaeirl cthoestasdamnidnicshtrartgiveeshaellaorwinegdpbryocfiensasl aonrddevr oaindd; /ootrhjeurwdgismeeint ts,haanlldreinmteariensitnthfuelrlefornc,einanthdeeeffveecnt.t the OBLIGEE prevails, then the obligation shall be null

November, 201s

liabilTithy,einOcblulldgieneg mIaI cyobsrtsinagnadnaattcotrinoenyisn' faeecso.urt of coSmigpneetdenatnjdurSisedailcetdiotnhiosn th2is9tbhonddfoayr tohfe amount of such

AttesCt('._\

J�I    ompany, L(LPCrincip·-a-l-)	,

By:

_/,./

(Seal)

HLuicnetnesreFd. AFvloerriyda(FRLeLsicldeennset A#gPe2n1t2545)

Argonaut Insurance Company	

Mayah WalkerTaylor  Notaf� Ju  Ii

My Commission Expires

� \	•�

r��;;;::-1MiA:a;;:y;;jah:;-:Onll;;;an1yi WalkerTaylor
Commonwealth of Virginia Notary Public Commission No. 77 1 63

Argonaut Insurance Company Deliveries Only: 225 W. Washington, 24th Floor

Chicago,  IL 60606
United States Postal Service: P.O. Box 469011, San Antonio, TX 78246

POWER OF ATTORNEY
KNOW ALL MEN BY TI-IESE PRESENTS: That the Argonnut Insurance Company, a Corporation duly organized and existing under die laws of the State of Illinois  and having its principal office in the County of Cook, Illinois  does hereby nominate, constitute and appoint:  Patri_�ia L. Lewis
SuretyBond No.: SUR0021313 Principal: Jon M. Hall Company, LLC
Obligee: The Meadow View at Twin Creeks Community Development District

·

Their true and lawful agent(s) and attomey(s).in-fact, each in their separate capacity if more than one is named abp_ve,Jo n;;kiJ;xecute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements ofindemnity and otlu;.f un*rtakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of:
$50 000 000.00
This Power of Attorney is granted and is signed and sealed under and by the authority ofthe follo\\'.ip.S. Resol_u_t_iop.adopted by the Board of Directors of Argonaut Insurance Company:

_

"RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice Pres!d�t'lt,.Secretary, Treasurer and each ofthem hereby is authorized to execute powers of attorney, and such authority can be executed by use of fai;:simile sig11ature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the givE:n J)0\v"rof attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts·Qf surtityship, and to affix the corporate seal thereto."

-· '

IN Wl1NESS WHEREOF, Argonaut Insurance Company has caused its offj._c;_ial searto be hereunto affixed and these presents to be signed by its duly authorized officer on the 8th day of May, 2017.
Argonaut Insurance Company

Joshua C, Betz, Senior Vice President
STATE OF TEXAS COUNTY OF HARRIS SS:
On this 8th day of May, 2017 A.D.,.Qef6re me, �Noiary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified,
came THE ABOVE OFFICER OfTHE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he ackllo.wledged the execution ofsame, and being by me duly sworn, deposed and said that he is the officer ofthe said
Company aforesaid, and th;it the seril:affixed to the preceding instrument is the Corporate Seal ofsaid Company, and the said Corporate Seal and his
signature as officer wcrc:dlil)' ilffixcda-nd subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Boar1 ofQirecto'rs of said Company, referred to in the preceding instrument is now in force.
IN TESTIMONl(wHEk,EOF, I have hereunto set my hand, and affixed my Official Seal at the County ofHarris, the day and year first above written.

-l(citJ,iLun '-In,'-rr\..'"-"'
(Notary Public)

[, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked.

James Bluzard , Vice President�Surety

IN Wl1NESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 29th	day of	�N�o�v�e�m�b�e�,�  �2018  .

IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (210) 321- 8400.

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT, ST. JOHNS COUNTY, FLORIDA

JON M. HALL COMPANY, LLC,

Protester,

V.
MEADOW VlEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRJCT,

Respondent.

)
)
)	ETM Job No. E 17-085-01
)
)	Townhomes Protest
)
)
)
)
)

PROTEST
Pursuant to its Notice ofProtest, dated November 19, 20181, Meadow View at Twin Creeks Community Development District Resolution 2016-26 and its Rules of Procedure, as well as all applicable Florida law, and in response to the Beacon Lake Townhomes Civil Site Work Award Notification, dated November 15, 2018, ETM Job No. E 17-085-01, Jon M. Hall Company, LLC

("Hall") submits this Protest.

Name and Address of Protestor

The name and address ofthe protestor is Jon M. Hall Company, LLC, 1920 Boothe Circle,

Suite 230, Longwood, Florida 32750.

Parties

The Meadow View at Twin Creeks Community Development District ("District") is a special purpose unit of local government established under Chapter 190, Florida Statutes. The District sought two proposals from firms to provide labor, materials, equipment and construction services necessary for the two phases of the District's Beacon Lake Civil Site Work, (i) the Townhomes and (ii) Phase 2 (together, the "Project"), and issued the Notice of Intent at issue in

1 Jon M. Hall Company, LLC's Notice of Protest is attached as Exhibit A.

13263809_I

this Protest. Hall is a contractor that performs construction-related site work in Florida, including, but not limited to, roadways, utilities, etc. Hall submitted a proposal for each phase of the Project and now submits this Protest in connection with the Townhomes phase of the Project.
Standing
Hall has standing under the District's Rules of Procedure and applicable Florida law because it was adversely affected by the District's failure to award it the Townhomes contract for the Project due to the District's erroneous ranking of Hughes Brothers Construction ("Hughes Bros.") as the highest responsive and responsible proposer. A copy ofthe Notice ofIntent to Award Construction Services for Beacon Hill Lake Townhomes Civil Sitework under protest is attached as Exhibit B. The District's ranking is in error because there are clear errors in the evaluation methodology. Moreover, the District's ranking has not been disclosed and may be arbitrary.2
Factual Summary and Basis for the Protest
Factual Summary.

Hall submitted to the District two proposals for construction services for the Project, one for the Townhomes and one for Phase 2. On November 15, 2018, the District issued its Notice of Intent to Award Construction Services to Hall for Phase 2 of the Project. On that same date, the District issued its Notice of Intent to Award Construction Services to Hughes Brothers Construction ("Hughes Bros.") for the Townhomes phase of the Project. The District determined that Hall was the highest responsive and responsible proposer for Phase 2, but that Hughes Bros. was the highest responsive and responsible proposer for the Townhomes phase. Hall is now forced to file this formal Protest with regard to the Townhomes phase of the Project.

2 Because the District has not disclosed its full analysis and ranking ofthe proposers, in the manner set forth in the Project Manual for Construction Services for Beacon Lake Townhomes Civil Sitework, Hall can only speculate as to how the District deemed Hall the less responsive or responsible bidder.

13263809 _I

Hall Meets the Pricing and Scheduling Requirements and is the Highest Responsive and Responsible Proposer on the Townhomes.
The evaluation criteria set forth certain requirements as to the price and schedule of the Townhomes, and Hall meets both ofthose requirements. A redacted copy ofthe District's Project Manual for Construction Services for the Townhomes (the "Project Manual") is attached as Exhibit C.
Hall submitted a proposal with a Total Bid Price of$5,736,512.00. Hall's Schedule of Values is attached as Exhibit D. Hughes Bros., the proposer ranked the highest responsive and responsible proposer, submitted a proposal with a Total Bid Price of$5,834,122.15. Hughes Bros. Schedule ofValues is attached as Exhibit E. Comparison ofthe two Schedules ofValues ("SOV") establishes that Hall submitted the lowest price for the Townhomes Site Work.
However, the District and/or its Engineer erroneously evaluated Hall's proposal, causing the District to err in its ranking and analysis of the two proposals. The District erred in three primary ways: (1) the District's Engineer incorrectly calculated Hall's price for the Underdrain;

the District's Engineer wrongly omitted Hall's alternate mobilization reduction; and (3) the District arbitrarily omitted Hall's proposed schedule from its ranking.
The District's Engineer Incorrectly Inflated the Price of Hall's Underdrain Proposal.
In its Bid Tabulation, at footnote 2, the District's Engineer noted, incorrectly, that Hall and Hughes Bros. both omitted the Underdrain from their proposals. The Engineer's Bid Tabulation is attached as Exhibit F. The Engineer undertook to calculate the price ofthe 5,000 LF Type A and 2,500 LF Type B Underdrain, using $60.14 as Hall's unit price and $43.51 as Hughes Bros.' unit price. Exhibit F at footnote 3. Using these calculations, the Engineer calculated that Hall's Underdrain is priced at $451,050.00, and Hughes Bros.' Underdrain is priced at $326,325.00

13263809 _I

(Exhibit F at Line 25), rendering Hughes Bros.' total bid price lower than Hall's total bid price. Exhibit F (Total withUnderdrain).
The Engineer's calculation of Hall's price for theUnderdrain is erroneous. Hall included
1,640 LF ofUnderdrain in its SOV at$60.14/unit, for a total cost of$98,629.60. See Exhibit D, 08 Storm Sewer, Item# 80405 at p. 4. Because Hall had already included the price of 1,640 LF of
Underdrain in its proposal, the Engineer should have only calculated the remainder of the Underdrain, 5,860 LF (Types A and B). If the Engineer had taken Hall's 1,640 LF ofUnderdrain into account, the additional price for theUnderdrain, shown at Line 25 of Exhibit F and priced at
$60.14/unit, should have been only$352,420.40, rendering Hall's total bid price$6,088,475.40, and lower than Hughes Bros.' total bid price.
The District's Engineer Omitted Hall's Alternate Mobilization Reduction.
The District's Engineer incorrectly asserted that both Hall and Hughes Bros. had failed to offer an alternate mobilization reduction. Exhibit F at Line 25 (sic) ("No Bid"). As stated above, Hall submitted two proposals in connection with the Project at the same time. Pursuant to the

Project Manual, proposers were to offer an alternate mobilization price that would reduce the cost of mobilization should the same proposer be awarded both contracts. Exhibit C at Part III (I) (25). The District's inclusion of the alternate mobilization reduction line item indicates that the District intended to view and consider both proposals together. Accordingly, Hall, at the bottom of its Phase 2 bid form, clearly stated, "If both projects are awarded together & start at the same time,
the deduct on the mobilization line item will be$32,500.00." Hall's Beacon Lake Phase 2 Bid Form is attached as Exhibit G.3 Because the District did notice its intent to award Hall the work

3 It would have been nonsensical and confusing for Hall to have included the alternate mobilization reduction on both proposals. In accordance with the Project Manual, Hall offered to reduce the total price

13263809 _I

for Phase 2, the Engineer should have taken the alternate mobilization reduction into account. This would have caused an additional decrease in Hall's total bid price for the Townhomes. The District's omission of Hall's alternate mobilization reduction provides a second way in which the District erred in evaluating Hall's proposal.
Both the correct cost ofthe Underdrain and Hall's alternate mobilization reduction provide the lowest total bid price. Thus, the District should have ranked Hall the highest responsive and responsible proposer on price.
The District's Failure to Take Hall 's ProposedSchedule into Account is Arbitrary.
In addition to submitting the lower total bid price, Hall also proposed to complete the

project 200 days before Hughes Bros.' completion date. See Exhibit F. The District has failed to provide its rankings. However, it appears that the District's failure to consider the schedule in its rankings, despite the fact that the schedule is a large part ofthe evaluation criteria, is arbitrary. See Exhibit C at p. 14 (allotting 20 possible points for the schedule).
Hall's Proposal is Responsive and Responsible and therefore, Hall Should be Awarded the Project.

The Engineer noted that Hall did not use the Proposal Summary forms or the schedule of values issued by the District. Exhibit F at footnote 1. On October 26, 2018, Hall informed the District that the formulas in the SOV spreadsheet provided by the District did not work. The District instructed Hall to submit another form or spreadsheet in lieu ofusing the District's forms,
which Hall did. (See Verification below.)
Hall's SOV and Proposal Summary are responsive. The District's Resolution 2016-26, Rules of Procedure, defines a "responsive" bid or proposal as one that conforms in all material

for both phases of the Project by $32,500 and did not want to mislead the District into thinking it offered to reduce the total price by double that amount.

13263809 _I

respects to the specifications and conditions in the Invitation to Bid or Request for Proposal. Rule 3.0(3)(q). A bid or proposal is not responsive ifthe proposer fails to meet any material requirement relating to the qualifications, financial stability or licensing of the bidder. Id. Similarly, Florida law provides that a "responsive" bid or proposal is one that conforms in all "material" respects to the solicitation. Section 287.012(25), Fla. Stat. Hall was instructed by the District to use an alternative SOV. Hall's forms provided all the required information, signatures and notarizations, and Hall met all material qualifications requirements, financial stability requirements and licensing requirements. Based on the proposal that Hall submitted, there is no question that Hall's proposal was responsive. Hall cannot be found nomesponsive or not responsible on the basis ofits forms.

Because Hall's proposal conformed to the solicitation in all material respects, and because the District instructed Hall to use alternate forms, if the District determined that Hall's proposal was not responsive or responsible because of the forms it submitted, then Florida law holds that the District's failure to follow its own bid requirements renders the notice of intent to award arbitrary. In the public procurement and funding context, an arbitrary decision is one that is not governed by a fixed rule or standard, or one where the public entity fails to follow its own standards. See Youth Crime Watch ofAmerica v. Dep 't. ofHealth and Rehabilitative Servs., 619 So. 2d 405, 406 (Fla. 3d DCA 1 993); Procacci v. Dep 't. ofHealth and Rehabilitative Servs., 603 So. 2d 1299, 1300 (Fla. 1st DCA 1992). Here, after Hall informed the District that its forms were faulty, the District instructed Hall to use alternate forms. Hall followed the District's instructions. Moreover, the District provided Notice oflntent to Award Hall the construction work for Phase 2 of the Project, even though Hall also submitted alternate forms for that proposal. The District cannot apply one standard to its evaluation of Phase 2 and a different standard to its evaluation of

13263809 _1

the Townhomes to find that Hall's proposal forms were not responsive or responsible. Such a

change would be arbitrary.

Conclusion

Under the District's evaluation criteria and all applicable Florida laws, Hall is the highest responsive and responsible bidder. The Notice of Intent to Award Construction Services for Beacon Lake Townhomes Civil Sitework to Hughes Brothers Construction should be voided, and the contract should be awarded to the highest responsive and responsible bidder - Jon M. Hall Company, LLC.

Verification by Declaration
I, Keith Carson, in my capacity as President of Jon M. Hall Company, LLC, having knowledge of the facts and circumstances of the request for proposal and subject bidding process by Jon M. Hall Company, LLC, verify and state as follows:
Under penalties of perjury, and pursuant to § 92.525, Fla. Stat. , I declare that I have read

the foregoing Townhomes Protest and that tm-:i',,c,ts stated in it are true. Dated: December �- , 2018

Keith Carson, President of Jon M. Hall Company, LLC Declarant

13263809 _l

CERTIFICATE OF FILING AND SERVICE
I HEREBY CERTIFY that a true and correct copy of the foregoing has been furnished via Hand Delivery and Email to Jim Oliver, District Manager, Meadow View at Twin Creek Community Development District, c/o Governmental Management Services, LLC, 475 West Town Place, Suite 114, St. Augustine, FL 32092, ioliver(filgmsnf.com; and to Jere L. Earlywine, Esquire, CDD Attorney, iearlywine(iDhgslaw. com, on this 3rd day of December 2018.
Respectfully submitted,

IRsloRbeorbteDrt. DPr.iPttr(iFttla. Bar No.196571) Edward L. Filer
Julia L. Mohan
Roetzel & Andress, LPA 850 Park Shore Drive Trianon Center - 3rd Floor Naples, FL 34103

William Glenn

, r., Esq.

411 West Central Parkway Altamonte Springs, FL 3 714
407-869-6167
Email:  ,lcnn(ii.l ,lcnnr   ,Jaw.com FBN: 296775

Attorneysfor Jon M Hall Company, LLC

13263809 _I

EXH I B IT A

WILLIAM GLENN ROY, JR.
ATTORNEY AT LAW
411 WEST CENTRAL PARKWAY ALTAMONTE SPRINGS, FLORIDA 32714
TELEPHONE (407) 869-6167 • FAX (407) 869-9559

glenn@glennroylaw.com

November 19, 2018 

Jim Oliver, District Manager Meadow View at Twin Creek Community Development District

Certified Mail Receipt #

70/70��00000 7cJ5'13:J.i/o

c/o Governmental Management Services, LLC 475 West Town Place, Suite 1 14
St. Augustine, Florida 32092

Email: joliver@gmsnf.com Fax: 904-940-5899

Re: Meadow View of Twin Creeks Community Development District NOTICE OF PROTEST of Award Construction Services for Beacon Lake Townhouses Civil Sitework; by Jon M. Hall Company, LLC.
Dear Mr. Oliver:

This law firm represents Jon M. Hall Company, LLC; bidder with standing to protest.

Please take notice that Jon M. Hall Company, LLC. respectfully protests the Beacon Lake Townhouses Civil Site Work Award Notification in your November 1 5, 2018, letter. A formal written protest, with the required bond, will be timely filed within seven (7) calendar days in accordance with the time terms in your letter.

Please acknowledge receipt ofthis Notice of Protest, along with copies of all the related bid tabs, and copies ofthe Districts Rules ofProcedures to: glenn@glennroylaw.com; and to kcarson@jonmhallcompany.com

Notice ofProtest; page 2

The District's web site did not show any Rules ofProcedures, and the links to the Townhomes Civil Site Work RFP Documents and the Phase 2 Civil Site Work RFP Documents were both not working.

Jon M. Hall Company, LLC is protesting both November 1 5, 2018 awards. The Notice of Protest for Beacon Lake Townhouses Civil Site Work is under a separate letter of the same date as this letter.

Encl: Aw	d Notice 1 1/1 5/1 8 Beacon Lake Townhouses Cc: Keith Carson, President
Jon M. Hall Company, LLC

No,. 1 5. 20 18	4: 22PM	No. 0190	P.	1/1

IVJEADOW VIEW AT TWIN CREEX(S COMMUNITY DEVELOPMENT DISTRICT
47S West Town Place, Suite 114 St Augustine, Flol'lda 32092
Novembe1' IS, 2018
Via Mall & Facshnile
Keith C111·son, President  Jon M, Hall Company, LLC
1920 Boothe Cil'ole, Sulte 230 Longwood, Florida 32750 Fox:: (407) 215•041 l
11.e:	Meadow View at 7lp/11 C,•eeks Co111m1111f(JI Dtvelopnuml Dlrfl'lcf
Notlc• of.(i,ts111 ro Awal'lf Co11stn1clfo11 Se1•vtce.r for Beaco11 Lake Tow11ho111eJ• Civil Sffewo1•lr

Dea1• M1·. Corson:

Hu�hes Broth�·s Constn1otlon foa M, Hall Com.,sn" LLC

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2

The Meadow View at Twin Ci-eeks Community Development District ("Disb·lot") 1-eoelved two (2) p1·oposals in 1-esponse to its Req11est for Proposals for Conslrnctlon Se1·vicos fo1• Boftcon Lalce Townllomos Civil Sltework ("RFP"). The proposals wei-e 1-eviewed on November 15, 2018, ata noticed publlo meeti11g ofthe Distt'ict's Board ofSupewlso,-s ("Board"), The Board sco1·ed tho submitted pl'Oposals in aocordenoo with the evaluation 01·lteria provided In the pl'Oposal dooumeuts:
In acco,dauco with the Boal'd's soo1·es, Hughes Brothers ConJtruotiOJ1 ("!J:11ghes Brothei·s") was ranked the highest l'eSponslve and responsible proposer. This Jetter shall ss1·ve as the Distrlot's notification of intent to enter Into a  0011t111ot with  Hughes Bl'Othera in aocordanoe with the Projec/ Mo11w:il - Consh·11cf/on Serv/casfor Boacor, La//d Tow11homea CM/ $llew01•k,

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Please note that a fiiilm'e to file a written notice ofprotest of this deolslon within seventy-two (72) hou1·s (excluding Salu1days, Sundays and state holidays) afte1' reeeipt of this Notice of Intent to Award, followed within seven (7) oalendsr deys (inclusive ofSaturdays, S�ndays and state holidays) by a formal w1·itte11 pl'otost, al'lltll1gwithµa,tlcula.rlty the faots and law upon which such pt'Otesl Is based, as well 118 any 1·equh-ed protest bond or othei· socurlty, shall constitureCl waiver ofproceedings ,u,dor Chapl<,r 190, Florida Sta/Ut8s, and the DlsMot's Rule., ofProcedure.
The Dlstrlot opp1'e0iates the i11le1'est you have shown in this project and wants to thank you for your effoits 1-elated to this requestfor proposals.

�liver Dlslifot Manager
cc:	Jere Earlywine, Dlstafot Counsel

\	',

EXH I B IT	B

  Nqv. 1 5. 20 18	4: 22PM	No, 01 90	P.	1 /1

MEADOW VIEWAT TWIN CREEl{S COMMUNITY DEVELOPMENT DISTRICT
475 W63t Town Place, Suite 114
St Augustine, Flol'lda 32092 No<,1embe1' 15, 2018 
Via Mall & D'aeaimlle
Keith C11rsog, President  Jon M, Hall Company, LLC
1920 Boothe Cll'ole, Sulte 230 Longwood, Florida 327SO Fnx: (407) 215-041 l
Ro;	Meat/01� Vlety at 1M11 C,•eeks Co111n11111/ty Dtve/opn11mtD/sfl'lcf
Not/cs ofJitte11i lo Awrll'il Co11tf1•11ct/011 Sl!1•vlc1JJ1 for Benco11 Lake Tow11ho111e1,· CM/ Sltework

Deni' M1•. Corson:
The Moadow View alTwin Crooks Conununlty Development District (''Disa·lot") received two (2) p1•oposols in 1-esponse to its Request for Proposals for Conslrnotlon Se1·vicos fo1• Beftcon Lafco Townbomos Civil Sltowork ("Rr'P"), The proposals were1-eviewed on Novwnber IS, 2018, at a noticed public meeting ofthe l:>istlfot's Boftl'd ofSupervlso,'3 (''Boord"), The Board sco!'ed tho submitted pl'Oposals In ocoordonoe with tlio evaluation criteria pl'Ovlded In the proposal documents:

'10nti'1a.eti1lf ·-� ,; :•... .. . .....  ' ,( ':'/. .\'.'.,';.i_;;(i..:.., .·.,:/.'?: ..lwlldni!

Hu�hes Broth�·s Constr11otlon
foll M, Hall Com11q11u LLC

2

In acco1da11ce with tho Boatd's •col'es, ll:uglles Brothers Co1un·uctlo11 ("H11ghes BroU101·s") was ranked the highest 1-esponslve end responsible proposer. This lotter shall se1·ve as the District's notification of intent lo entor Into a contl'aot wldt Hughes Brothers in acoordsnoe wltl1 the Projecr Ma11ual - Co11,tl'uclion Serv/cu,for B•acor, Lako Tow11homea Civil Sllew01•k,

Please note that o flillm-e to file awdlten notice ofprotest ofdtis decision wllh!n seventy-two (72) hours (excluding SatuL-days, Sundays and stotu holidays) afte1• re�ipt of this Notice ofIntent to Awm·d, followed within eeven (J) calendar days (Inclusive ofSaturdays, Sundays and stare holfdoys) by a fo1·inal w1·itten p1'0t'OS� statillB with pa1tloularlty die foots and law upon which such protest Is hued, as well as any required p1'0test bond 01· other security, shall constituto II waiver ofprooeedings Ulider Chaptor 190, Florida SlaMea, and the Dlstrlot's Rule., ofProcedure.
The District opp1-eclotes the h1te1-est you have shown in this project and wants to thank you for your effo1ts 1-e(qted to this l'tquestfo1• proposals.

�tJ

�llve1•  District Monoge1·
cc:	Jere Bftrfywioe, Dlstifot Counsel

'

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i 

EXH I B IT C

PROJECT MANUAL
CONSTRUCTION SERVICES FOR BEACON LAKE TOWNHOMES CIVIL SITEWORK
DUE TO:
MEADOW VIEW AT TWIN CREEKS COMMUNITY
DEVELOPMENT DISTRICT
ST. JOHNS COUNTY, FLORIDA
C/O  DISTRICT ENGINEER:

england- Thim:, & ffiillar, Inc. VISION • EXPERIENCE • RESU LTS
Engineers - Planners - Surveyors - Landscape Architects 14775 Old St. Augustine Road Jacksonville, Florida 32258
Ce1iificate of Authorization Number: 2584

Due Date: October 26, 2018 at 1:30 Pm
Date Issued: September 26, 20 18 ETM Job Number: E 17-085-0 1

En9land-Thim::,& millc:r,lnc.
Phone: (904) 642-8990 • Fax: (904) 646-9485 • http://www.etminc.com

MEADOWVIEWAT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR BEACON LAKE TOWNHOMES CIVIL SITE WORK
TABLE OF CONTENTS

General Information
Notice of Request for Proposals
Instructions to Proposers
Evaluation Criteria

Form of Agreement
Standard Form of Agreement
General Conditions
Performance Bond
Payment Bond
Supplementary Conditions

Proposal Form
a,	General Information
b, Personnel & Equipment
Experience
Financial Capacity
Schedule
f	Legal l\!Iatters
S-worn Statement on Public Entity Crimes
Sworn Statement Regarding Scrutinized Companies
Trench Safety Act
Affidavit Regarding Proposal
Proposal Summary Form

Specifications

Engineering Plans (Note Engineering Plans are separate attachment)

Information Only Documents (Note these documents are separate attachment)

A. Geotechnical Report - ECS, Inc. 35-26589 dated: 2-14-18, B, Tree Mitigation / Landscape Plans - revised date: 9-13-2018

I

MEADOWVIEWAT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR BEACON LAKE TOWNHOMES CIVIL SITE WORK AND NOTICE OF PUBLIC MEETING TO OPEN PROPOSALS
St. Johns County, Florida

The 1foadow Vie,v at Twin Creeks Community Development District ("District") hereby re(1ucsts proposals from firms to provide labor, materials, equipment and construction services necessary for the District's BEACON LAKE TOWNHOMES CIVIL SITE WORK ("Project"). The Project includes Civil Site Work for Beacon Lake Phase 2, including but not limited to, earth moving, roadways, utilities, etc. ("Phase 2"). The Project is more particularly described in the project manual ("Project Manual"), which includes the plans and specifications for the Project prepared by England Thims & lv1iller, Inc. ("Project Engineer"). The District is a special purpose unit of local government established under Chapter 190, F/01ida Statutes, for the purpose of financing, acquiring, const1ucting, installing, operating and maintaining  community infrastructure  improvements for the community of Beacon Lake.

To be eligible to submit a proposal, and in addition to any other requirements set forth in the Project l'VIanual, an interested firm must hold all required local, state and federal licenses in good standing and be authorized to do business in St. Johns County and the State of Florida. TIME IS OF THE ESSENCE WITH RESPECT
TO THE PROJECT.

The Project Nianual, consisting of the instn1ctions to proposers, contract, proposal form, and other materials, will be available for do\vnload from https://etminc.exavault.com/share/vie,v/1 7uqv 86jvdune and are expected to be available beginning Wednesday, September 26, 2018 at 12:00 p.m. The District reserves the right in its sole discretion to make changes to the Project rvianual up until the time of the bid opening, and to provide notice of such changes only to those proposers who have indicated their intent to bid by attending the pre~proposal conference (described herein) and registering at that meeting.

There will be a mandatorypre-proposal conference Monday, October 1, 2018 at 1:00 pm on site at Beacon Lake Parkway Amenity Center at Beacon Lake Parkway (or at an alternative location to be determined and announced). Attendance at the pre-proposal conference is mandatory, and all proposers must download a copy of the Project l'VIanual no later than the time of the pre-proposal conference. At the pre-proposal conference, proposers should be prepared to discuss potential value  engineering options  to  save  money  and  time  on the Project, and the Project Engineer will be available to answer questions relating to the same.

Firms desiring to provide services for this Project must submit one (1) original and one (1) electronic copy (PDF format, Schedule of values in an f•Jicrosoft Excel and PDF format, all documents included on a USB flash drive) of the required proposal no later than Friday, October 26, 1:00 p.1n. (EST), at the District Engineer's Office, at the offices  of the District Engineer, England-Thims  & Miller, Inc., 14775 Old St.  Augustine Road, J acksonville, Florida 32258 ("District Engineer's Office") (or at an alternative location to be determined and announced). Additionally, each Proposer shall supply a bid bond, or cashier's check, made payable to the District and in the amount of $50,000 with its proposal. Proposals shall be in the form provided in the Project l'Vlanual and submitted in a sealed envelope, marked with a notation "RESPONSE TO PROPOSAL FOR ivlEADOW VIEW AT  T\VIN   CREEKS  COMMUNITY  DEVELOPMENT  DISTRICT   BEACON  LAKE TO\\7NHOMES   CIVIL
SITE \VORK.." The District reserves the right to return unopened to the proposer any  proposals received after  the time and  date stipulated above.  Each  proposal shall  remain  binding  for a  minimum  of one  hundred  twenty

(120) days after the proposal opening.

Proposals will be evaluated in accordance with the criteria included in the Project :Manual. The District reserves the right to reject any and all _proposals, make modifications to the work, award the  contract in whole or in part with or without cause, and waive minor or technical irregularities in any proposal, as it deems appropriate, and if the District determines in its  discretion that it is in the District's best  interests to do so. Any protest of the Project Manual, including, bur not limited to the terms and specifications, must be filed ,vith the District ,vithin 72 hours of the mandatory pre-proposal conference, together with a protest bond in a form acceptable to the District and in the amount of $50,000. In the event the protest is successful, the protest bond shall be refunded to the protestor. In the event the protest is unsuccessful, the protest bond shall be applied tmvards the District's costs, expenses and attorney's fees associated with hearing and defending the protest. Failure

2

to timely file a protest, or failure to timely post a protest bond, \Vill resultin a waiver of proceedings under Chapter 1 90, Flotida Statutes, and other law. Additional requirements for filing a protest can be found in the District's Rules of Procedure, which are available upon request.

The successful proposer will be required upon a"\vard to furnish a payment and performance bond for one hundred percent (100%) of the value of the contract (as described in the Project 1fanual), with a surety acceptable to the District, and in accordance with Section 255.05, Florida Staftttes,
NOTICE OF SPECIAL i\i!EETING TO OPEN PROPOSALS

Pursuant to Section 255.0518, Florida Statutes, the proposals will be publicly opened at a special meeting of the District to be held on Friday, October 26, 2018 at 1:00 p.m. and at the District Engineer's Office. The
purpose of the special meeting \Vill be to announce the names of the proposers and pricing. No decisions of the District's Board of Supervisors ("Board") \Vill be made at that time, A copy of the agenda for the meeting can be obtained from Scott Lockwood, P.E., District Engineer, at Loch>.voods@etminc.com,

The meeting is open to the public and \Vill be conducted in accordance "\Vith the provisions of Florida la\v. There may be occasions \Vhen one or more Board Supervisors or staff members will participate by telephone. At the above location will be present a speak.er telephone so that any Board Supervisor or staff member can attend the meeting and be fully informed of the discussions taking place either in person or by telephone communication. The meeting may be continued in progress \vithout additional notice to a time, date, and location stated on the record.

Any person requiring special accommodations to participate in this meeting is asked to advise the District Office at 904-940-5850, at least 48 hours before the meetings. Ifyou arc hearingor speech impaired, please contact the Florida Relay Service by dialing 7-1 -1, or 1 -800-955-8771 (ITY) / 1-800-955-8770 (Voice), for aid in contacting the District Office.

Any and all questions relative to this Request for Proposals, the Project or the special meeting shall be directed in writing by e-mail only to Scott Lockwood, P.E., District Engineer, at Lockwoods@etminc.com, with e-mail  copies  to Jim  Oliver,  District :rvianager, at joliver@)g-msnf.com, and Jere  Early,vine,  District  Counsel,  at jeree@hvsla'\v.com. No phone inquiries please,

Scott Jordan Lockwood, P.E. District Engineer

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PART I. GENERAL INFORMATION - (B) INSTRUCTIONS TO PROPOSERS

ANY  PROTEST OF THIS  PROJECT i\IANUAL MUST BE FILED  \VITH THE DISTRICT \XIITHIN  72 HOURS OF THE PRE-PROPOSAL CONFERENCE, TOGETHER WITH A PROTEST BOND IN A FO!Uvl ACCEPTABLE TO THE DISTRICT AND IN THE AMOUNT OF $50,000, AND FOLLO\X1ED WITHIN SE\1EN (7) CALENDAR DAYS BY A FORl\IAL WRITTEN PROTEST STATING  \VITH PARTICULARLITY THE FACTS AND LAW UPON WHICH SUCH PROTEST IS BASED. FAILURE TO TIMELY FILE A  PROTEST,  OR FAILURE TO TIMELY POST A  PROTEST BOND, \VILL  RESULT IN A

WAIVER  OF  PROCEEDINGS  UNDER  C:f-IAPTER   190,  FLORID --!  STATUIES,   AND  OTHER  LAW.
ADDITIONAL REQUIREMENTS FOR FILING A PROTEST CAN BE FOUND IN THE DISTRICT'S RULES OF PROCEDURE, WHICH ARE AVAILABLE UPON REQUEST.

General Instructions
OVERVIEW. The 1VIeado-..v View at Twin Creeks Community Development District ("District") ts seeking proposals ("Proposal(s)") from firms ("Proposer(s)") capable of providing labor, materials, equipment and construction services for its BEACON LAKE TOWNHOMES CML SITE WORK construction project ("Project"). The District is a special purpose unit of local government established under Chapter 190, Florida Statutes, for the purpose of financing, acquiring, constructing, installing, operating and maintaining community infrastructure improvements for the community of Beacon Lake, which is located in St, Johns County, Florida.

As described in more detail in the Project plans and specifications, the Project includes the construction and/or installation of site \Vork improvements for the Beacon Lake Community, including road"\vays, utilities, etc. A bid form spreadsheet in Excel format has been provided for the contractor's use and should be returned completed along with their hard copy bid.

TIME IS OF THE ESSENCE WITH RESPECT TO THE PROJECT.

DEFINITIONS:

Proposal Documents include the Request for Proposal, Instructions to Proposers, the Official Proposal Form with attachments and the Contract Documents including all items outlined in the Project Manual Table of Contents and any Addenda issued prior to receipt of Proposals.

All definitions set forth in the General Conditions of the Contract for Construction or in other Contract Documents are applicable to the Proposal Documents.

Addenda are written, or graphic instmments issued prior to the time and date for receiving Proposals that modify or interpret the Proposal Documents by addition, deletion, clarification, or corrections.

Engineer of Record is an assignee of the Owner and will conduct perio<lic field observations and general review that the Contractor is substantially conforming to the terms of the Contract.

Developer is the owner of the real property over ,vhich the improvements will be made.
Total Lump Sum Price is a stipulated amount stated in the Proposal as a total price (not to exceed) for all labor, materials, equipment and services to complete the \Vork as described in the Contract Documents all-inclusive for the complete and functioning project from beginning to end,

Substantial Completion is defined within  the  Contract Documents as "Each portion of the work shall be considered to be substantially complete ("Substantial Completion") on the date which all applicable governmental  agencies  having  jurisdiction  over  the  \'Xlork  have  issued  unconditional  certificates  of completion and signed offon all final inspections with respect to each portion of the \'vork and the Owner is othenvise able to utilize each portion of the \-X:'ork set forth in the Contract Docun1ents for the intended

4

purpose. Notwithstanding anything to the contrary contained herein, Contractor shall be responsible for obtaining the final inspections and applicable \Vritten approvals from all governmental agencies \Vith jurisdiction with respect to each portion of the \X/ork, and in connection therewith, Owner and Engineer shall comply with all of its obligations required by the issuing authority in order to enable the Contractor to obtain such Certificate. The Contractor shall achieve Substantial Completion for each portion of the
\Vork no later than the applicable date set forth in the Construction Schedule (the"Substantial Completion Dates").

DUE DATE. Sealed Proposals, including one (!) original and one (l) electronic copy (Schedule ofValues on Excel as well as all documents in a PDF on a USB fiash drive), must be received no later than October 26, 2018 1:00 p.m., at England-Thims & lY!iller, Inc., 1 4775 Old St. Augustine Road, .Jacksonville, Florida 32258 ("District Engineer's Office"), attention: Scott Lochvood. Proposals \vill be publicly opened at that  time, provided however that, subject to such public opening and announcements, all Proposals may be kept confidential for a period of time to the extent permitted by Florida law.

SUMMARY OF SCHEDULE. The District anticipates the following RFP schedule, though certain dates may be subject to change:

DATE/TIME
September 24, 2018 	EVENT	
	RFP Notice is issued.	
September 26, 2018 at 12:00 om	RFP oacka2:e available for do\vnload.	
October I, 2018 at 1:00 pm	:Mandatorv Pre-proposal Conference.	
October I, 2018 at 1:00 pm
through October 26, 2018 1:00 pm	Site .inspections available. (Notify Owner)	
October 22, 2018 at 12:00 pm	Deadline for c1uestions.
Prooosals submittal deadline.	
October 26, 2018 1 :00 pm		
MANDATORY PRE-PROPOSAL CONFERENCE. A mandatory pre-proposal conference will be held regarding the Project on October 1, 2016, at 1:00 p.m. at the Amenity Site at Beacon Lake Parkway, as referenced above, (or at an alternative location to be determined and announced) . The mandatory pre-proposal conference may include, but not be limited to, a discussion of contract requirements, inspections, evaluations and submittal rec1uirements. Oral statements shall not be relied upon and will not be binding or legally effective.

FAMILIARITY WITH THE LAW. By submitting a Proposal, the Proposer is assumed to be familiar with all federal, state, and local laws, ordinances, rules and regulations that in any manner affect the \.vork. Ignorance on the pan ofthe Proposer \vill in no wayrelieve it from responsibility to perform the '-Vork covered by the Proposal in compliance \Vith all such laws, ordinances and regulations.
INTERPRETATIONS AND ADDENDA; ZONE OF SILENCE. Any and all questions relative to  this RFP or the  Project shall be directed in writing by  e-mail only to  Scott Locl--:\vood P.E., District Engineer, at Lockwoods@)ctminc.com, Jim Oliver, District .Manager, at jol.iver@:)_:rmsnf.com, and Jere Earlywine, District Counsel, at jeree@hqsla\v.com. No phone inquiries please. All questions must be received no later than October 22, 2018 12:00 p.m. to be considered. Interpretations or clarifications considered necessary by the District in response to such questions will be issued by addenda e-mailed, faxed or othen.vise delivered to all parties recorded as having received the Project fvianual. Only questions answered by formal \Vfitten addenda will be binding. No interpretations \ViU be given verbally. All questions and answers \Vill be distributed to all Proposers via email with the email that \Vas provided by the Proposers that registered at the mandatory pre-proposal meeting. The failure to register and Provide a project contact and project e1nail at the  mandatory  pre-proposal meetingmay result in a Proposer being disqualified.

Rxcept as set forth in this Section, Proposers should not communicate \Vith any District Supervisor, staff member, or other representative during the submission and evaluation process. CO1vTh.fUNICATION \V1TH ANY  DISTRICT  REPRESENTATIVE  FOR  ANY  PURPOSE  OTHER  THAN  THOSE   EXPRESSLY DESCRIBED  HEREIN  MAY  CAUSE  AN  INDIVIDUAL   FIR.ivI,   OR   TEAM,   TO   BE   DISQUALIFlED FROM PARTICIPATING.
5

Completing the Proposal
PROPOSAL FORM. All blanks in the Project Manual must be completed in ink or typewritten. The Proposal sball contain an acknowledgement of receipt of all documents and addenda (the number of which must be filled in on the Affidavit Regarding Proposal). In making its Proposal, each Proposer represents that it has read and understands the Project Nfanual and that the Proposal is made in accordance therewith, including verification of the contents of the Project i\fonual against the Table of Contents.

PROPOSAL REQUIREMENTS. All Proposals shall include the following information in addition to any other requirements of the Project :Manual:

A narrative description of the Proposer's approach to completing the Project described in the scope ofwork provided herein.

A completed Proposal Form, including but not limited to, the forms addressing: General Information, Personnel & Equipment, Experience & Capacity, Pricing, Construction Schedule, Sworn Statement on Public Entity Crimes, Sworn Statement Regarding Scrutinized Companies, and Affidavit Regarding Proposal.

In connection with completing the Proposal Form, Proposer shall:

List position or title and corporate responsibilities of key management or supervisory personnel. For each manager and/or supervisor who will work on the Project:
1. Proposer should include resumes with applicable certifications.
Proposer should supply information regarding the Project manager's / supervisor's background and experience with projects similar to the Project. (Supply at least 3 examples of experience on similar projects.)
Proposer should supply at least 3 references for each Project manager / supervisor from someone other than individuals affiliated with the Proposer.

Describe proposed staffing levels, including information on current operations, administrative, maintenance and management staffing of both a professional and technical nature, required for the Project. Identify the amount of each person's time that will be devoted to the Project.

Describe proposed equipment that will be used _for the Project. Among other things, provide the following:
The age of the equipment
\'7hether the equipment is owned or leased/rented
\Vhether the equipment \Vill be pledged to only the Project or also to other projects and, if the latter, \vhat percentage of time the equipment will be available to the Project

Provide a list of all subcontractors and suppliers that ,vill be hired by Proposer for tl1e Project. For each subcontractor / supplier, provide the following:
1. A description of the subcontractor / supplier's role in the Project.

11. A description of tl1e subcontractor / supplier's background and experience, as it relates to the Project.
lll. The subcontractor / supplier's geographic location.
For suppliers, identify also the location "\-vhere the goods will be produced and shipped.
At least three references, including identifying the name, address and phone number for the reference.
For all major subcontractors / suppliers, information regarding the financial capability of the subcontractor / supplier.
6

Describe how the proposed staffing and equipment will be used in order to meet the construction schedule, as proposed by Proposer.

Describe at least three projects of similar size and scope to the Project that Proposer has undertaken.

Describe previous or currently contracted work with other community development districts.

Information regarding the financial capability of the Proposer. In particular, Proposer should supply the following:
1 . Copies offinancial statements for the past three years, and an interim balance sheet not more
than 60 days old.
Information regarding current contracts on hand.
Information regarding contracts completed during the last three years.
Information regarding personnel hired by, and equipment owned by, the Proposer.

Pricing forall work, with unit pricing.

Detailed construction schedules for all work, as well as descriptions ofhow the Proposer intends to use its equipment and personnel to meet those schedules.

Proposed insurance and bonding levels, above and beyond the minimum proposed under tl1e forms of contract. Include Certificate of Insurance and proof that the Proposer is able to obtain payment and performance bonds for 100% of the amount of the Project.

Copies of all major material ,varranties (e.g., for all large purchases), and proof of assignability.

Bid bond or other form of security permitted under the Project IVIanuaL

Copies of all applicable business licenses.
Completed copies of all other forms / documents, and all other information, required under the Project Manual,

[Resetved.]

QUALIFICATIONS OF THE PROPOSER. The Proposer shall submit with its Proposal satisfactory evidence of experience in similar work and show that it is fully prepared ,vith the necessary organization, capital, and equipment to complete the work to the satisfaction of the District.

INSURANCE. All Proposers shall include as part of the Proposal a current Certificate of Insurance detailing the company's insurance coverage, or some other evidence of insurance or insurability. In the event the Proposer is notified of mvard, it shall provide proof of insurance in the form required under the form of contract, within fourteen (14) calendar days after notification, or '-Vithin such approved extended period as the District may grant.

The form of contract sets forth certain minimum insurance requirements, including but not limited to commercial general liability insurance at a minimum of $2,000,000.00, and umbrella liability insurance at a mJnimum of $5,000,000,00, fdorcover, these insurance policies shall list, as additional insureds, the follo,ving: the District, Heartwood 23, LLC, and their respective members, parents, partners, subsidiaries, affiliates, officers, directors, supervisors, staff, lmvyers, managers, engineers, consultants, agents, subcontractors and employees. PROPOSERS ARE ENCOURAGED TO PROVIDE INSURANCE AMOUNTS HIGHER THAN WHAT IS
CALLED  FOR IN THE MINIMUJ\I REQUIREiv!ENTS.   Proposers who are unable to meet the  insurance requirements set forth in the form of contract may still apply, but the failure to meet such requirements may result in the District's rejection of the Proposal or deductions in scoring.
7

WARRANTIES. The form ofcontractincludes various \varranties that shall be provided by the successful Proposer ("Contractor") to the District. Among other requirements, any \varranties provided by material suppliers must be assignable to the District.  If an assignment of warranty tequires the material supplier  to consent to same, then the selected Proposer agrees that it will secure the material supplier's consent to assign
said warranties to the District. As part ofits Proposal, each Proposer should provide copies of any major material
warranties to the District (e.g., for all large purchases).

FINANCIALS. The Proposer shall include as part of its Proposal proof of financial capability. In the event the Proposer is notified of award, it shall provide sufficient proof of financial capability, including, if requested, audited financial statements from the last three years, as required in the sole discretion of the District,

SIGNATURE ON PROPOSAL. In addicion to executing aLI forms, affidavits, and acknowledgments for which signature and notary blocks are provided, the Proposer must correctly sign the Affidavit Regarding Proposals. If the Proposer is a corporation, the Proposal should bear the seal of the
corporation. Anyone signing the Proposal as agent shall file with the Proposal legal evidence ofhis or her authority to do so.

PROPOSAL GUARANTY. A certified or cashier's check on any national or state bank, or a proposal bond, in the amount of$50,000, and payable to the District, must accompany each Proposal as a guarantee that the Proposer will promptly enter into an agreement to do the work follo\ving a\vard of the contract. The proposal guaranty shall be submitted with the understanding that the Proposer \vill  not withdraw its Proposal for  a period of one hundred twenty (1 20) days after the due date for the Proposals.

SUBMISSION OF PROPOSALS. Submit one original and one (l) electronic copy (PDF format on a USB flash drive) of a completed Project Nianual, including any Addenda thereto, at the time and place indicated herein. Such Proposal shall be enclosed in an opaque, sealed envelope, marked with the project title and name and address of the Proposer and accompanied by the required documents, If the Proposal is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with a notation, "RESPONSE TO PROPOSAL FOR MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT PHASE 2 CIVIL SITE WORK."

SUBMISSION OF ONLY ONE PROPOSAL. Proposers may be disqualified and their Proposals rejected if the District has reason to believe that collusion may exist among Proposers, the Proposer has defaulted on any previous contract, or is in arrears on any previous or existing contract, or for failure to demonstrate proper licensure and business organization.

PROPOSAL MODIFICATION; INQUIRIES BY THE DISTRICT; WITHDRAWAL. Proposals may be modified by an appropriate document duly executed and delivered to the place where Proposals are to be submitted at any time prior to the time Proposals are due. The District reserves the right to ask
clarification c1uestions and seek additional information from any of the Proposers at any time. No proposal may be \Vithdrawn for a period of one hundred and twenty (120) days from the due date for the Proposals.

Acknowledgn1ents
SITE INSPECTIONS & CONDITIONS. Proposers may, and shmtld, visit the project site from October 1, 2018 at 1:00 pm to October 26, 2018 at 1:00 pm. Please contact the District Engineer, usi11g the information herein, to schedule a time to visit the site. Proposers should inform District Engineer in \Vriting
prior to conducting any explorations, investiga tions, tests, and studies of the site, and shall be responsible for filling all holes and restoring the site to its former condition upon completion ofsuch activities.

By submitting its Proposal, the Proposer acknowledges that they have visited the project site and have become farniliar with the existing site conditions. .A.mong other things, Proposer agrees to obtain and carefully study all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions at or contiguous to the site which may affect cost, progress, or performance of the work By submitting its Proposal, Proposer agrees to take responsibility for any and all issues arising from the site conditions, including

8

but not limited to any unsuitable soils, varying soil conditions, etc. No additional costs or time will be charged by Proposer for matters associated "\vith unsuitable soils or any other matters associated with the site conditions.

ACKNOWLEDGMENTS.	In addition to any other requirements set forth in the Project Nianual, and with the signature on the Affidavit Regarding Proposal, the Proposer acknowledges the following:
The Proposer has carefully reviewed the Project Nianual, including the forms of the contract, the specifications, any and all subsurface reports and data (if any), and all other documentation included within the Project l\fonual. The documents contained within the Project Nlanual, including the form of agreement, are complementary, and what is called for by one is binding as
if called for by all. If the Proposer finds a conflict, errors, ambit:,ruities or discrepancies with the Project Documents and / or Project 1.-fanual, he/she shall call it to the District's and/or the District's designees' attention in ,vriting within the time period allotted for asking questions as
part of the procurement process.

ga

The Contractor is required to perform all testing and retesting, if necessary, and as required by the State of Florida, St. Johns County, the St. Johns River \Xlater �fanagement District and all other regulatory agencies prior to Project acceptance. The entire site is available to any Proposer for surface or subsurface investi tion, upon request of the District.

The Proposer is responsible for inspecting the entire site prior to submitting a Proposal and notifying the District and/or its designee of discrepancies in the Project Nianual that may affect the construction and its costs, timing, etc,

The Contractor shall be responsible for coordinating the work necessary to complete and obtain all final approvals and acceptances.

The Contractor shall complete the work herein defined and detailed in a professional and work.manlike manner typical of the industry. There shall be no sections or parts missing. Furthermore, each portion of the work shall be complete and able to function for its intended use. The work must be continuous unless othenvise directed by the District. The work, including punch list items, must be acceptable to and accepted by applicable regulatory authorities.

All storm drainage must be maintained to each property adjacent to the Project during construction. If this does not occur, the Contractor will be responsible for any damage that may result.

The Contractor shall be responsible for coordinating the ,vork necessary with all utility companies and other on-site contractors or subcontractors performing \vork for the District and others on site. The Contractor shall be responsible for locating, removing and relocating utilities, both aerial and underground, if required for the performance of the work. This shall also include the coordination of, safety and protection associated with all aerial and underground facilities related to the work.

The Contrnctor shall be responsible for all costs associated ,vith tn,ffic control and maintenance during the Project.

The Contractor shall work with the District to identify an acceptable staging area or areas, but
\Vill be required to control :md protect such area(s) with fencing and other means.

All existing trees to remain, sod, irrigation and other landscaping must be protected and replaced to the extent damaged by the Project.

Contractor shall provide turbidity barriers throughout the Project as required to ensure compliance with all NPDES and other legal requirements.

9

L The Proposees attention is called to the fact that any estimate of quantities of ·work to be done and materials to be furnished to the successful Contractor is for illustrative purposes only. The District and/or its designee do not assume any responsibility that the final quantities shall remain in strict accordance svith the estimated quantities or ofthe character, location of the·work or other conditions pertaining thereto. The Proposer shall be solely responsible for computing quantities for the preparation of its Proposal and the execution of the work.
:rvL	All necessary survey work must be provided by the Contractor.
N. All materials and services provided for by the contractor shall be performed in strict compliance with all applicable governmental regulations, permits required, 2010 American with Disabilities Act ("ADA") Accessihility Guidelines, and local, state and federal laws.

Reference is made to the Information Only Documents for identification of geotechnical reports of explorations and tests of subsurface conditions at or contiguous to the site, which have been utilized by Engineer in preparation of the Contract Documents. The technical data contained in such reports is provided as information only. The data, interpretations, opinions or information contained in such reports or othenvise relating to the subsurface conditions at the site, or the completeness thereof for the purposes of bidding or construction is not guaranteed. In all cases, the Proposer shall comply \Vith geotechnical report recommendations.

P. Proposer is responsible for any interpretation or conclusion drawn from any technical data or any such data, interpretations, opinions or information.
Permits
PERMITS. Upon a\vard of the contract, Contractor shall obtain and pay for all construction permits and licenses. The District shall assist Contractor, \Vhen necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the work whicb are applicable at the time of the submission of Proposal (or \Vhen Contractor becomes bound under a negotiated contract).

Direct Purchasing

OWNER DIRECT PURCHASES. The District reserves the right to require the selected Proposer to assign some, or all, of its subcontracts or other a6:rreements with material suppliers directly to the District. This saves the amount of the sales tax, \vhen the District purchases material/equipment required for a construction project directly from the manufacturer/supplier (material/equipment cost only), and simultaneously decreases the amount of the contract for the cost of the materials/ equipment, plus the sales tax. The contract cost reduction is accomplished through the construction change order process. To facilitate this process, each Proposer shall include the cost of all construction materials and equipment in its Proposal and shall separately identify all sales taxes normally applicable to such materials and equipment. Moreover, each Proposer, in its subcontract agreements, shall ensure that such agreements are assignable for the purposes of direct purchasing. The Contractor's warranties and performance bonds shall extend to cover all direct purchased materials, as though Contractor had selected and purchased the materials itself.
Contract Award & Protests
EVALUATION OF PROPOSALS. Each Proposal shall be separately ranked based on the evaluation of the Proposal, any information obtained through reference checks, and any information generally known to the District, and according to the Evaluation Criteria contained \Vithin the Project lv!anual. Price \Vill be one factor used in determining the Proposal that is in the best interest of the District, but the District explicitly and clearly reserves the right to make such award to other than the lowest priced Proposal.

10 

The District's Board intends to appoint itself to evaluate the Proposals, ,vith advice from the Project Engineer and/or District Engineer. The District's Board of Supervisors shall review and evaluate the bids in their individual discretion and make any final determination with respect to the award of a final contract that is in the best interests of the District. Chapter 112, Florida Statutes ,vill govern any voting conflicts of interest, and as such a voting conflict of interest may arise solely where there is a personal financial interest relating to the contract award,

DISTRICT'S RIGHT TO TAKE ACTIONS IN ITS BEST INTERESTS. The  District reserves the right to reject any and all Proposals, make modifications to the ,vork, a"\vard the contract in whole or in part with or ,vithout cause, provide for the delivery of the Project in phases, and ,vaive minor or technical irregularities in any Proposal, as it deems appropriate, if it determines in its <liscretion that it is in the District's best interests to do so. Subsequent to the award of the contract, the District, in its sole and absolute discretion, may direct that the Project be delivered in multiple phases rather than all at once or not at all. Such direction may be specified in one or multiple Notices to Proceed, which Notices to Proceed may include, in the District's sole and absolute discretion, any portion of the Project. Such option, if exercised, shall in no way impact the pricing of the Project, nor constitute a delay. Moreover, any portion of the Project that the District does not direct for delivery in one or more Notices to Proceed may be, in the District's sole discretion, removed from the scope of the Project and Contractor shall have no recourse or claim whatsoever for damages against the District for such removal.
CONTRACT AWARD. Within seven (7) days of receipt of the Notice of Award from the District, or longer period if extended by the District in its sole discretion, the Proposer shall enter into and execute the contract in the form included in the Project 1fanual, unless re9uested othenvise by the District. No contract to perform the Project shall exist behveen the District and any Proposer until the contract is signed, and any work provided and any cost incurred by the Proposer prior to receiving the Notice of Award, an executed contract, and the Notice to Proceed will be at the Proposer's risk unless specifically agreed to in writing by the District.

PAYMENT & PERFORMANCE BOND. At the time the contract is executed, rhe Contractor will be required to furnish a payment and performance bond for one hundred percent (100%) of the amount of the work, with a surety acceptable to the District, and in accordancewith Section 255.05, Florida Statutes. As part of the Proposal, Proposer shall provide evidence showing that Proposer is able to furnish a bond in the amount of the Proposer's total contract price.

INDEMNIFICATION. To the fullest extent permitted by law, Proposer shall indemnify, hold harmless, and defend the District, Hearnvood 23, LLC, and their respective members, parents, partners, subsidiaries, affiliates, officers, directors,  supervisors, staff, la,•;;ryers, managers, engineers, consultants, agents, subcontractors and employees of each and any of all of the foregoing entities and individuals (together, "Indemnitees") from all claims, liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, relating to the Proposer's Proposal and/or this RFP and to the extent caused, in part or in whole, by the negligence, recklessness, or intentionally \-Vtont:,rful misconduct of the Proposer or those acting on Proposer's behalf. In the event that any indemnification, defense or hold harmless provision of this Project Nlanual is determined to be unenforceable, the provision shall be reformed to give the provision the maximum effect allowed by Florida law and for the benefit of the Indemnitees. Additional indemnification, defense, and hold harmless obligations are as set forth in the forms of contract.
LIMITATION OF LIABILITY. Nothing herein shall be construed as or constitute a waiver of District's limitations on liability contained in Section 768.28, F/mida Staflltes, or other statute or law.

PUBLIC RECORDS. The District is a governmental entity, and, accordingly, the Proposals will be publicly opened as stated above. Additionally, it is likely that the Proposals are or ,vill become public record at some point in the procurement process. That said, Florida law does recognize certain exceptions from the public records laws. For example, financial statements submitted as part of a response to a proposal for a public works project may be exempt from disclosure. See s. l 19.071 (c), Fla. Stat. In the event that the Proposer believes that any particular portion of the Proposer's Proposal is exempt from disclosure, the Proposer shall mark the exempt pages as "CONFIDENTIAL - EXEMPT FROM DISCLOSURE." In the event thar the District receives a public records re9uest relating to such records, the District will notify the Proposer. In the event that the District
11 

'J	reasonably and in good faith believes that the Proposer's information is not confidential or exempt under Florida law, the District may provide the information in response to the request and will not be responsible for any liability, claims, damages or losses arising from such disclosure. In the event that a claim of any kind is filed challenging the confidentiality of the Proposer's information, tbe District may require the Proposer to indemnify, defend and hold harmless the Indemnitees from all claims, liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, relating to the claiin.

MANDATORY  AND  PERMISSIVE  REQUIREMENTS. The  only   mandatory requirements contained ,vithin the Project f\ifanual arc that: (i) an interested firm must hold all ret1uired local, state and federal licenses in good standing, (ii) be authorized to do business in St.Johns County and the State of Florida, and (iii) attend the mandatory pre-proposal conference listed in this proposal. All of the requirements or provisions set forth in the Project Nianual shall be deemed "permissive," in that a Proposer's failure to meet any requirement described in mandatory terms such as "shall," "will,'' "mandatory," or similar language does not automatically disqualify the Proposer's Proposal, but instead may be taken into account in the evaluation and scoring of the Proposal.

PROTESTS. Any protest regarding the Project Nianual, including but not limited to, the evaluation criteria and process, specifications or other requirements contained in the Project Ivianual, must be filed in ,vriting at the District Engineer's Office, within seventy two (72) hours after the receipt of the Project 1fanual. The formal protest setting forth with particularity the facts and lav,r upon ·which the protest is based shall be filed within seven (7) calendar days after the initial notice of protest was filed. Failure to timely file a notice of protest, failure to timely file a formal ,vritten protest, or failure to timely post a protest bond, shall constitute a waiver of any right to object or protest with respect to any matter relating to the Project Nianual.

Any person who files a notice of protest regarding the Project Nianual, or regarding any ranking or intended award by the District, or any other matter, shall post a protest bond in a form acceptable to the District and in the amount of $50,000. In the event the protest is successful, the protest bond shall be refunded to the protestor. In the event the protest is unsuccessful, the protest bond shall be applied towards the District's costs, expenses and attorney's fees associated ·with hearing and defending the protest. In the event the protest is settled by mutual agreement of the parties, the protest bond shall be distributed as agreed to by the District and protestor. REGARDLESS OF WHETHER A PROTEST OF ANY KIND IS FILED, AND IN ORDER TO AVOID AN IMMEDIATE DANGER TO THE PUBLIC HEALTH, SAFETY AND WELFARE OF THE COivfu!UNITY, AND/OR ADVERSE FINANCIAL CONSEQUENCES TO THE DISTRICT AND THE DISTRICT'S PROJECT, THE PROPOSER AGREES THAT THE DISTRICT MAY PROCEED WITH THE PROJECT PURSUANT TO A CONTRACT WITH THE PROPOSER SELECTED BY THE DISTRICT.

SUBSTITUTIONS, The materials, products and equipment described in the Proposal Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. No substitution will be considered unless written request for approval has been submitted by the Proposer and has been received by the Engineer at least ten (10) working days prior to the date for receipt of Proposals. Each such request shall include the name of the material or equipment for which it is to be substituted
and a complete description of the proposed substitute, including drawings, cuts, performance and test data and any other information necessary for an evaluation. A statement setting forth any changes in other materials, equipment or ,vork that incorporation of the substitute would require shall be included. The burden of proof of the merit of the proposed substitute is upon the Proposer, The Engineer's decision of approval or disapproval of a proposed substitution shall be final.

If the Engineer approves any proposed substitution, such approval will be set forth in an Addenda. Proposers shall not rely upon approval made in any other manner.

12 

, ,		30. SUBCONTRACTORS, SUPPLIERS AND  OTHERS,  Each  Proposer  shall submit to Owner a list of Subcontractors and major materials suppliers to be used ifawarded the contract. A copy of the form to be submitted is provided in the Proposal Documents and shall be attached to the Proposer's Bid. Such listing shall include the name of each Subcontractorwhere the amount oftheir work exceeds five percent (5%) ofthe Contract Price. If no Subcontractors are required, so state thereon.

Upon request by the Engineer, the Successful Proposer shall submit, within five (5) days thereafter, all data required to establish to the satisfaction of the Engineer and O"\vner, the reliability and responsibility of the proposed Subcontractors to furnish and perform the work described in the Sections of the Specifications pertaining to such proposed Subcontractor's respective trades.

Subcontractors and other persons and organizations proposed by the Proposer and accepted by the Owner and the Engineer must be used on the work for which they were proposed and accepted and shall not be changed except with the written approval of the Owner and Engineer. Contractor shall not subcontract more than fifty percent (50%) of the Proposal amount without prior approval of the Owner and Engineer.

SCHEDULE OF VALUES AND PROJECT SCHEDULE, Proposer shall submit a Schedule of Values for the proposed \v'ark for review and approval by the Owner and / or Engineer.

A blank schedule ofvalues is provided with these documents. The Schedule ofValues attachment (Excel format) must be filled out by the proposer and this information must be submitted electronically by the Proposer in Excel format. The Contractor may add line items in the excel form if additional items are required for the schedule of values.

The Schedule of Values for all of the \'v' ork will include quantities and prices of items derived by the Proposer ag___e;regating the Total Lump Sum Price,   Each section  shall contain integral component parts  of the \"X/ ork in sufficient detail to serve as the basis for future progress payments and shall be utilized as the basis for additions and deletions to the \\Tork during construction,  Such prices will include an appropriate amount of overhead and profit applicable to each main section,

Any or all Proposals in which the prices are obviously unbalanced, nonconforming, nonresponsive or conditional are subject to rejection.

If the Proposer does not provide an acceptable Schedule of Values to meet the requirements established herein, the Owner reserves the right to disquaHfy the Proposal.

An Initial Project Schedule that outlines time frames for major \vork items shall be submitted with the Proposal in accordance ·with the Contract Documents and shall not exceed the time stipulated as the Contract Time. The O\lmer reserves the right to base the mvard of the Contract subject to the submission of a schedule which is not qualified and identifies the duration of the \'?ark all inclusive of the complete and functioning project from beginning to end, within the prescribed Contract Times.

FLORIDA TRENCH SAFEFY ACT, Proposers shall complete and submit the Florida Trench Safety Act Statements in accordance with the requirements of Chapter 553, Florida Statues If trenching is not required for this project, state so thereon. Contractorshall be responsible for compliance \Vith all trenching shoring safety requirements. All subcontractors (ff any) must complete and sign the Trench Safety Act Statement prior to the Notice to Proceed.

TESTING, The Owner shall be responsible to pay for Material testing to be performed by the Owner's Geotechnical Engineer. The Proposer shall be responsible for coordination with O\li'ner's independent materials testing service (refer to specification for additional information). The Proposer shall also be responsible to pay for and perform all testing required by St. Johns County Utility Department (SJCUD) and the Florida Department of Environmental Protection (FDEP) in order to induce SJCUD and FDEP to accept the utility system for service. The Proposer will be responsible for coordination ·with the testing service. The Proposer shall pre-qualify for approval by the Engineer the testing company and unit price schedule prior to commencement of any required testing
13 

MEADOW VIEWAT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR BEACON LAKE TOWNHOMES CIVIL SITE WORK PART I. GENERAL INFORMATION - (C) EVALUATION CRITERIA
PRELIMINARY REQUIREMENTS	(Pass / Fail)
An interested firm must hold all required local, state and federal licenses in good standing, and be authorized to do business in St. Johns County and the State of Florida.

PERSONNEL & EQUIPMENT	(15 Points Possible)
This category addresses the follo\ving criteria: skill set and experience of key management and assigned personnel, including the project manager and other specifically trained individuals \vho will manage the Project; present ability to staff, equip and manage the Project; proposed staffing levels; proposed equipment; capability of
performing the work; geob:rraphic location; inventory of all equipment; etc.

EXPERIENCE	(20 Points Possible)
This category addresses past & current record and experience of the Proposer (and/or subcontractors and suppliers) in similar projects; past performance in any other contracts; etc.

UNDERSTANDING  SCOPE OF WORK	(10 Points Possible)
This category addresses whether the Proposer demonstrated an understanding of the District's needs for the ,vork requested, demonstrated the ability to perform such work in a feasible manner, and identified any suggestions for "best practices" or other innovative approaches.

FINANCIAL  CAPACITY	(10 Points Possible)
This category addresses whether the' Proposer has demonstrated that it has the financial resources and stability as a business entity necessary to implement and execute the work. Also, this category includes an evaluation of the Proposer's insurance and warranties offered, above and beyond what is required under the contract documents. The Proposer should include proof of ability to provide insurance coverage as required by the District as well as audited financial statements, or other similar information.

PRICE	(25 Points Possible)
This category addresses overall pricing for the construction \Vorlc, as well as consideration of unit prices and the overall reasonableness of the pricing.

SCHEDULE	(20 Points Possible)

This category addresses the timeliness of the consttuction schedule, as ,vell as the Proposer's ability to credibly complete the Project within the Proposer's schedule.

100 Total Points Possible

14 

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR BEACON LAKE TOWNHOMES CIVIL SITE WORK PART III. PROPOSAL FORM - (I) PROPOSAL SUMMARY FORM

Part I - Base Proposal

Item	Total

I. 	Mobilization	$ 		
2.	fviaintenance ofTraffic	$ 		
3.	Prevention, Control, and Abatement of Erosion and \X!ater Pollution	$ 		
4.	Storm \X!ater Pollution Prevention Plan	$ 		
5.	Payment and Performance Bond	$ 		
6.	Earthwork	$ 		
7.	Storm \v' ater firfonagement Facilities 10 and 10A	$ 		
8.	Neighborhood Grading (Mass Grading) Asbuilts	$ 		
9.	Paving, Curb and Gutter	$ 		
10.	Common Arca Sidewalk	$ 		
11. 	Signing and l'vfarking	$ 		
12.	Storm Drainage Collection	$ 		
13.	Roadway Underdrain Types A and B	$ 		
	Paving and Drainage Asbuilts	$ 		
15.	Water Transmission and Distribution System (SJ CUD)	$ 		
16.	Gravity Sanitary Sewer Collection System (SJCUD)	$ 		
17.	Reuse Distribution System (SJCUD)	$ 		
18.	Lift Station (SJCUD)	$ 		
19.	Force Main (SJCUD)	$ 		
20.	Water, Sewer & Reuse As-Builts (SJCUD)	$ 		
21. 	Sodding	$ 		
22.	Seeding and 1\,fulching	$ 		
23.	Irrigation Sleeves, CATV Conduit & As-Builts	$ 		
	Retaining \Valls	$ 		

Part I - Base Proposal Total (Items 1- 24)	$ 	

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR BEACON LAKE TOWNHOMES CIVIL SITE WORK PART III. PROPOSAL FORM - (I) PROPOSAL SUMMARY FORM

DESCRIPTION
PART I	BASE PROPOSAL

MOBILIZ.ATION

This iten1 includes, but is not limited to all labor, equipment, 111aterials and all cost complete to perform any site preparation necessary for operations, 111obilization to start \vork and demobilization upon completion of the work in accordance with Contract Drawings and Specifications. This work includes, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the project site and, safety equipment, first aid supplies, sanitary and other facilities as maybe required by the Proposer. This item also includes but is not limited to the costs of any required insurance and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials. All pre-construction and construction survey costs and project stakeout are included in the mobilization. This item will be paid for on a percentage of total construction
complete basis

TOTAL LUMP SUM PRICE ITEM 1: 

_

$  	

ivIAINTENANCE OF TRAFFIC

(Numerals)

(\Vritten)

This item includes, but is not limited to all labor, equipment, materials and all cost complete that are associated with implementing the J'daintenance of Traffic as may be required for ingress and egress to the project site.  It shall the Proposer's responsibility to determine what, if any, :i\faintenance of Traffic,  is required to construct the project. All Niaintenance ofTraffic shall be implemented in accordance \vith the St.Johns County and FOOT Standards and Specifications. This item may include but is not limited to offduty law enforcement officers, flaggers, work zone signs, barricades, advance \varning, high intensity flashing lights, access for residences and businesses, and coordination with emergency service providers as may be required. Furthermore, the Proposer shall maintain continuous access for the construction access as may be requited. This item will be paid for on a percentage of total construction complete basis.

TOT.AL LUMP SUM PRICE ITEM 2:

$	 (Numerals)

(\\'lritten)

PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION

Note: Currently the Townhome Site is being cleared and graded by others. The Proposer shall assume that all filter barriers along the wetlands and outer limits ofthe grading shall be installed by others. The Engineer shall notify the Proposer that the Filter Barriers have been installed. After this notice the Proposer shall review the site conditions in the field. The Proposer shall have 5 working days from the Notice from the Engineer to review and provide comments, once these comments are addressed the Proposer shall accept the filter barriers in writing. Thereafter, the Proposer shall be responsible to maintain the filter barriers throughout the Construction until final acceptance by the Owner and other Agencies that have jurisdiction. If required, the Engineer of Record shall make determination of the Site Conditions to determine if the Site is acceptable.

This item includes, but is not limited to all labor, equipment, materials and all cost complete to take all measures that are required to comply with the St. Johns River \Vater Nfanagement District and the Florida Department of Environmental Protection water quality standards. This includes all such measures that shall prevent the discharge of turbid waters from the site and minimize erosion of all graded areas. This item includes but is not limited to artificial coverings, sand bagging, slope drains (temporary), sediment basins, settling ponds, sediment basin cleanouts, rock bags, coir bales (1 8''x18"x36"), temporary grassing, sodding,  turbidity  barrier  floating,  turbidity barrier  staked,  filter  barrier  staked  (type III),  staked  filter barrier (type IV), soil tracking prevention devices, plan implementation, inspection and maintenance, plastic erosion control mat, or any other measures necessary to prevent erosion from exiting the site. Because these items must be maintained throughout the duration of the project and all measures removed prior to final completion, this item will be paid for on a percentage of total construction complete basis.

TOTAL LUiv!P SUM PRICE ITEM 3:

 	

$	 		 	

(Numerals) (Written)

STORM WATER POLLUTION PREVENTION PLAN

TI1is item includes, but is not limited to all labor, equipment, materials and all cost complete to accomplish the follm.ving: The Proposer shall file NOI and completion document.1,tion with FDEP, including applicable fee, if required, and is responsible for adhering to all Federal ntles and regulations regarding the National Pollutant Discharge Elimination System (NPDES) for construction and ground water discharge. The Storm \Vater Pollution Prevention Plan (S\XIPPP) included in these plans shall establish the minimum requirements allo'-ved. The Proposer shall implement additional measures, as required, to ensure compliance with the NPDES requirements. This item does not include erosion controls item shown on the erosion and turbidity control plans or erosion and turbidity controls required by St. Johns County or the St. Johns River \Y/ater Wianagement District listed in item 6, Note: Proposer shall also obtain and hm�e analyzed dcwatering discharge samples after the commencement of construction in accordance with the FDEP Generic Permit for the Discharge of Produced Groundwater. Because these items must be maintained throughout the duration of the project and all measures removed prior to final completion, this itetn will be paid for on a percentage of total construction complete basis.

TOTALLUMP SUM PRICE ITEM 4:

$ _	_	 	

(Numerals)

 	,(\Vritten)

PAYMENT AND PERFORM.ANCE BOND

This item includes but is not limited and all cost complete for providing payment and performance bond in accordance with project specifications. This Item shall be for Base Proposal Only and shall not include Alternates.

TOTAL LUMP SUM PRICE ITEM 5:

_

$	(Numerals)

(\Vritten)

EARTHWORK

Note: Currently the Townhome Site is being cleared and graded by others. The Proposer shall assume that all grades shall be graded by others to within 0.2'+/- with the exception of the Building Pads which shall be graded by others to 8" below the finished floor elevation shown on
the Engineering Plans  to within  0.1'  +/-.   Prior  to Acceptance, the Engineer  shall  send the
Proposer  "Notice"   along  with  Grading  Asbuilts   (signed,   sealed,  prepared  and   supplied by
others). After this Notice, the Proposer shall review the site conditions in the field along with the Grading Asbuilts. The Proposer shall have 5 working days after the "Notice" to review and provide comments, once these comments are addressed (by others) the Proposer shall accept the site in writing. After the Proposer accepts the Site Grading, the Proposer shall be responsible to complete the final grading for the site as shown on the Engineering Plans. If required, the Engineer of Record shall make determination of the Site Conditions to determine if the Site is acceptable.

This item includes, but is not limited to all labor, equipment, materials and all cost complete for all de\.vatering, excavation, cut, fill, grading, compaction, suitable fill placement for the road\vays, easements, placement, lots, building pads and compaction of suitable fill throughout the entire project are, and stilling basins, and any additional work necessary to construct the project as shown on the Engineering Plans. This   item   only   includes   cost   for  the   transport   and  placement   only   and   assumes   that   the fill
materials will be provided from the  on-site  excavation of Storm Water Management  Facilities

listed in itetn 10  below. The  Proposer  shall provide  a  schedule  of values  to  identify  volume  of in situ material place. This item excludes  all  work  that  is  included  as  part  of the  work  for  Storm Water Management Facilities listed as item 10 below. This item also includes but is not limited  to removal of all unsuitable material encountered, naturally occurring or othenvise, as required for roadway, drainage and utility consttuction and replacement of removed unsuitable material \vith suitable fill in accordance \Vith project specifications and Project Geotechnical recommendations. This item also includes but is not limited to placement of topsoil, removal of strippings, stockpiling of excess suitable materials, all fine grading and dress-up \vork necessary to complete the project. Also· includes but is not limited to all grading and dress up work necessary to allmv Florida PO\ver and Light and all other utility companies working within the project, .including utility sub-contractors, to install the  underground utilities, in a manner and schedule that is in the best interest of the project and prior to substantial completion. Placement of fill material shall be in accordance with St. Johns County standards and specifications and / or the Project Geotechnical Report specifications, whichever is more stringent. Suitable material from the onsite Storm \Xl ater 1fanagement Facilities may be used as fill, provided it meets the structural fill requirements as specified in the Geotechnical Report. This item includes, but is not limited to all labor, equipment, materials and all cost complete for the installation of suit.able fill material for all building pads for each lot. The Pad size shall be assumed to be the size as shown on the Neighborhood Grading Plan for each lot. All Pads shall be compacted and placed in accordance with St. Johns County standards and specifications and / or the Project Geotechnical Report specifications, whichever is more stringent. The elevations of the pads shall be 8" below the finished floor elevation shown on the Engineering Plans. This item also includes but is not limited to grading from each pad to the adjacent ,btrade for 5' rnininmm. This item shall also include but is not limited to all labor, equipment,

materials  and  all  cost complete  to provide Asbuilts  sho-..ving grades  at all spots  shO\vn for lots  on  the neighborhood site plan with a spot located within the pad to show the pad elevation. Furthermore, the Final Asbuilts shall be signed and sealed by a Professional Florida Registered Surveyor and signed by the Proposer. It shall be the Proposer responsibility to coordinate with the Project Geotechnical Engineer that will perform the in-place density testing in accordance with the Project Geotechnical Report specifications and St. Johns County Specifications.

TOTAL LUMP SUM PRICE ITEM 6:

 	    _

$	 	

STORM WATER l'IIANAGEMENT FACILITIES 10 AND 10A

(Numerals) (\Xlritten)

This item includes, but is not limited to all labor, eguipment, materials and all cost complete for the dewatering, excavation, cut, fill, grading, compaction, berm constn1ction fill placement for the construction of the storm water management facilities (Smfs) numbers 10 and 10A. This item excludes all ,vork for Earthworks listed in item 9 above listed as part of this Proposal. All suitable material from these Smfs shall be property of the Owner. Ho,vever, it shall be the Proposer responsibility to remove all unsuitable material encountered, naturally occurring or otherwise.

TOTAL LUi'vfP SUM PRICE ITEM 7:

$	 	

_

NEIGHBORHOOD GRADING AS-BUILTS

(Numerals)

 		(\Xlritten)

This item includes, but is not limited to all materials, labor, equipment and all cost complete for the preparacion and submittal ofall Neighborhood grading as-builts as required by St. Johns County and the St.  Johns  River \"Xlater  Nfanagement District and  project Engineer including all  revisions  necessary  to address comments for the Engineer of Record as well as each agency comments and final acceptance by the referenced agencies as well as the Owner. Final Asbuilts shall be signed and sealed by a Professional Florida Registered Surveyor and signed by the Proposer, Owner copies of the Asbuilts and format to be provided in accordance with the Contract Documents.

$

 	

 	

TOTAL LUi\fP SUM PRICE ITEM 8:

(Numerals) (Written)

PAVING, CURB AND GUTTER

This  item includes, but is  not limited  all  material, labor, equipment and all  cost complete  to construct
roadways within the project as sho"\vn on the Engineering Plans and in accordance St Johns County requirements and project specifications. This item includes but is not limited to all stabilization, subgrade,
base, compaction, prime coat and paving complete; curb and gutter, transitions to inlets and all o ther work required to constmct roadways. This item also includes all \Vork: required to connect pavement curb and gutter to County Road 210 as may be required to provide a smooth transition to the existing pavement. Note: This item shall include only the first lift ofPavement for both the  Typical Pavement Section and the Heavy-Duty Pavement Section. The second lift of Pavement for both sections shall be by others and are not included in this proposal.

TOTAL LUMP SUM PRICE ITEM 9:

(Written)

COMMON AREA SIDEWALKS

This item includes, but is not limited all material, labor, equipment and all cost complete to construct all common area sidewalks and handicap ramps complete as sho\vn on the Engineering Plans and in accordance St Johns County re(1uirements and project specifications. Common area sidewalks include all sidewalks that do not front lots and includes all sidewalks and concrete pads that are located adjacent to and/or '-Vithin park tracts. Side\valks that front lots are specifically excluded from this line item.

TOTAL LUMP SUM PRICE ITEM 1 0:

$	 	� (Numerals)

(Written)

l 1. SIGNING AND MARKING

This item includes, but is not limited to all materials, labor, equipment and all cost complete required to install roachvay signing and marking as shown on the Engineering Plans and in accordance \vith all standards and specifications for Florida Department of Transportation, 1lanual Uniform Traffic Control
Devices and St. Johns County. This item includes but is not limited to sign panel, sign post, and sign foundations, delineators, object markers, reflective pavement markers, striping (thermoplastic), pavement messages and directional arrows  (thermoplastic) and  retlective  island nose paint.   The Proposer shall
adhere to all Florida Department of Transportation and St. Johns County Specifications for placement of striping and sibrnage. All striping shall he paint in accordance with St. Johns County Specifications.

TOTAL LUi\IP SUM PRICE ITEM 11: 

$	(Numerals)

(Written)

STOR!vl DRAINAGE COLLECTION AND CONVEYANCE SYSTEM

This item includes, but is not limited to all materials, labor, equipment and all cost complete to install the storm drainage system, including all dewatering, structures, inlets, manholes, head walls, mitered end sections, pipes ditch paving, control structures and spillways. h,Joreover, this item includes but is not limited to the removal, replacement and disposal of any unsuitable material encountered in the regular excavation and all other work necessary to complete the installation as shown on the Engineering Plans. This item ,vill also include instal1ation of the Control Structures for Smf 10 as depicted in the Engineering Plans. Furthermore, this item also includes but is not limited to (2) 10' undcrdrain stubouts in each direction per drainage inlet and the backfill and compaction as required by the contract documents, Geotechnical recommendations, St. Johns County and FDOT Standards and Specifications

TOTAL LUMP SUM PRICE ITEM 12:

_	 	

$	 	

ROADWAY UNDERDRAIN TYPES A and B

(Numerals) (\'vritten)

This item includes, but is not limited to all labor, equipment, materials and all cost complete that are associated to perform installation of the underdrain piping as sho\vn on plans including all cleanouts, fittings and other items in accordance with the Engineering Plans and details as shown and standards as set forth by St.Johns County. These costs are exclusive of the 1 O' stubouts required for each of the inlets
\vhich are included in other items below. Final quantity and location of underdrain to  be determined in  the field during construction. Payment shall be based on the actual quantity installed.

Type A Basis of Proposal

5 000  L.F. Unit Price $	_

_,,er linear foot

Type B Basis of Proposal	2 500   L.F. Unit Price $	per linear foot

TOTAL LU!v!P SUM PRICE ITEM 13:

$  	

PAVING Ac'-JD DRAINAGE AS-BUILTS

(Numerals) (Written)

This item includes, but is not limited to all materials, labor, equipment and all cost complete for the preparation and submittal of all paving and drainage as-builts as required by St. Johns County and the St. Johns River \Xlater Nianagement District and project Engineer including all revisions necessary to address comments  for the Engineer of Record as well as  each  agency comments and final  acceptance by the
referenced agencies as \veil as the Owner. Note that these asbuilts shall include signage and striping in accordance \vith St. Johns County requirements as well as all information required for each storm water management facility along ·with all asbuilt  information both  elevations  and dimensions  of each   control
structure. Asbuilt shall include but not be limited to information noted on the plans as \vell as additional information required in the project manual.   Final Asbuilts shall be signed and sealed by a Professional
Florida Registered Surveyor and signed by the Proposer. O\vner copies of the Asbuilts and format to be provided in accordance "\Vith the Contract Documents,

TOTAL LUMP SUM PRICE ITEM 15:

$	 	 	(Numerals)

,(Written)

WATER TRANSw!ISSION AND DISTRIBUTION SYSTEM (SJCUD)

This work includes, but is not limited to all materials, labor, equipment and all cost complete for the constluction of the water system complete including all pipes, valves, hydrants, services, fittings, connections, flushing hydrants, restraining joints, and the removal, disposal and replacement of any unsuitable material encountered, and all other ,vork necessary to complete the installation of the system as shown on the Engineering Plans and including acceptance by St Johns County Utility Department (SJCUD) for service in accordance with SJCUD, Florida Department of Environmental Protection (FDEP) and St. Johns County standards and specifications. This item also includes all materials, labor, equipment and all cost complete for the testing, disinfection, flushing, SJCUD warranty and maintenance and other items not specifically mentioned, but necessary for the complete and operable system as shown on the Engineering Plans in accordance with the SJCUD and FDEP Specifications and Standards requirements.

TOTAL LUMP SUM PRICE ITEM 15:

 	

$  	

GRAVITY SANITARY SEWER COLLECTION SYSTEM (SJCUD)

(Numerals) (\'lritten)

This item includes, but is not limited to all materials, labor, equipment and all cost complete for the consttuction of the t:,l"!avity sanitary se\ver collection system complete, including all work necessary to secure service as specified on the Engineering Plans, The work includes but is not limited to all piping (gravity mains and services, etc.), all manholes, plugs, markers, appurtenances, all required de"\varering, removal, disposal and replacement of all unsuitable material encountered and all other work necessary to complete the installation of the system as shown on the Engineering Plans including acceptance by SJCUD and FDEP for service in accordance with St Johns County, SJCUD and FDEP Specifications and Standards. This item also includes all materials, labor, equipment and all cost complete for the testing, lamping, television inspection, flushing, SJCUD warranty and maintenance and other items not specifically mentioned, but necessary for complete and operable system as shown on the Engineering Plans tn accordance with the SJCUD and FDEP Specifications and Standards requirements.

TOTAL LUMP SUM PRICE ITEM 16:

S

REUSE DISTRIBUTION SYSTEM (SJCUD)

(Numerals) (\'lritten)

This item includes, but is not limited to all materials, labor, equipment and all cost complete for the construction of the reuse main transmission system including but not limited to all pipes, valves, services, fittings, utility sleeves, restraining joints, connection to existing reuse mains, pressure testing, flushing, locate wires and appurtenances, plugs, and the removal, disposal and replacement of any unsuitable material encountered and all other work (including dewatering) necessary to complete the installation of the system as sho"\vn on the Engineering Plans and inc)uding acceptance by SJCUD and FDEP for service in  accordance  with  SJCUD,  Florida  Department  of Environmental Protection  and  St.  Johns County
Specifications and Standarcfa.  This item also includes all materials, labor, e(1uipment and all cost complete for the testing, flushing, S.JCUD warranty and maintenance and other items not specifically mentioned, but necessary for complete and operable system as shO\vn on the Engineering Plans in accordance with
the SJCUD and FDEP Specifications and Standards rec1uirements.

I 1
TOTAL LUMP SUM PRICE ITEM 17:

_

$	 	_

LIFT STATION (SJCUD)

_ (Numerals)

(Written)

This item includes but is not limited to the construction of the SJCUD sanitary lift station complete, furnishing and installing pumping station, pumps, concrete "\Vet well, concrete slab, concrete driveway to lift station, piping, force main valves, fittings, lift station site fencing, accessories necessary to complete the installation as shown on the Engineering Plans; provide electrical service from FPL installed transformer, obtain and pay for electrical power meter and pay electric costs until final acceptance by the SJCUD and/or O"\vner, obtain all permits and pay permit fees, replacement of unsuitable  backfill, access road, dewatering, concrete work, site grading, sodding, fencing, erosion control, protection of other utilities, satisfactory pump station start up (pre-final and final), testing and SJCUD \Varranty and maintenance and other items not specifically mentioned, but necessary for complete and operable system as shown on the Engineering Plans in accordance with the SJCUD and FDEP Specifications and Standards requirements. Furthermore, the Contractor shall be responsible to provide equipment and manpower required to test the lift station and pump in accordance with St. Johns County Utility Departments standards and specifications as well as in accordance with the pump manufacturer's recommendations including but not limited to pressure testing pipes, pump start up testing including dealing with force main valving as may be required and providing water for the pump start up as may be required.

This item shall exclude payment to SJCUD within 60 days of the pre-construction meeting with SJCUD for the telemetry system equipment, including RTU, antenna and antenna mast shall be provided and installed by SJCUD. Contractor shall coordinate with SJCUD as required for installation.

TOTAL LUMP SUM PRICE ITEM 1 8:

$

FORCE i\IAIN (SJCUD)

(Numerals)

,(\'vritten)

This item includes but is not limited to the construction of the on-site SJCUD sanitary sewer force main from the project boundary / force main connection point ro the sanitary lift station, including but not limited to all pipes, valves, services, fittings, utility sleeves, connection to the existing sanitary sewer force main system as sho\vn on the engineering plans, wire locate testing, pressure testing, flushing, air release valves, restraining joints, locate \Vires and appurtenances, plugs, and the removal, disposal and replacement of any unsuitable material encountered and all other work (including de"\vatering) necessary to complete the installation of the system as show on the Engineering Plans. This \Vork also includes the testing, SJCUD \varranty and maintenance and other items not specifically mentioned, but necessary for complete and operable system as shown on the Engineering Plans in accordance with the SJCUD and FDEP Specifications and Standards requirements.

TOTAL LUMP SUM PRICE ITEM 19:

$	 		 	

(Numerals)

,(Written)

WATER, SEWER & REUSE AS-BUILTS (SJCUD)

This item includes, but is not limited to all materials, labor, equipment and all cost complete for the preparation and submittal of all water, sewer, reuse as-builts as required by SJC, SJCUD, Florida Power and Light, FDEP and project Engineer and this item shall include all revisions necessary to address agency comments and final acceptance by the referenced agencies as "\vell as the Owner. As-builts shall be in
accordance with SJC, SJCUD, and FDEP Standards and Specifications. Final Asbuilts must be signed and sealed by a Professional Florida Registered Surveyor and signed by the Proposer. Owner copies of the Asbuilts and format to be provided in accordance v,,ith the Contract Documents.

TOTAL LUMP SUJ\J PfilCE ITEM 20:

$	_	 	_	(Numerals)

(Written)

SODDING
This item includes but is not limited to all materials, labor, equipment and all cost complete to sod all areas indicated on the Engineering Plans and includes the items listed below but is not limited to:

The complete Bahia sodding of all road"vay embankments with slopes equal to or greater than 4 feet horizontal to 1 foot vertical.
Bahia sodding all rear yard embankments with slopes steeper than 4 feet horizontal to 1 foot vertical.
16" wide strip Bahia sod behind curb.
The complete Bahia sodding of the Storm Wiater Nianagement Facilities from the Normal \Vater Elevation (N\'\'L) and the 10' top of bank (maintenance area) and shall include sodding the back slope from top of back to existing grade along portion that is not adjacent to lots.

*The Proposer will be responsible for ensuring that all sod areas have a viable stand of grass at time offinal acceptance including the removal and replacement ofsod that fails to establish itself during this period. Any areas found to be deficient by the Owner and / or Engineer shall be re-sodded at Proposer's expense.

TOTAL LUMP SUM PfilCE ITEM 21:

_

$	 	(Ntilllerals)

(\'\l ritten)

SEEDING AND MULCHING

This item includes but is not limited to all materials, labor, equipment and all cost complete to install seed and mulch on all disturbed areas that are not indicated on the Engineering Plans to be paved or sodded, including but not limited to the complete seeding and mulching of all disturbed areas, all grading areas, easements (including FPL) and rights-of "\.vay that arc not sodded building pad areas, lots, back slopes that are not scheduled to be sodded.

:tcThe Proposer will be responsible for ensuring that all seeded and mulched areas have a stable stand of grass at time of final acceptance. Any areas found to be deficient by the Owner and / or Engineer shall be re-seeded and mulched at Proposer's expense.

TOTAL LUMP SUM PRICE ITEM 22:

$	 	(Numerals)

 		(\'(/ritten)

IRRIGATION SLEEVES, CATV CONDUIT & AS-BUILTS

This item includes, but is not limited to all labor, equipment, materials and all cost complete that are associated to the provision and / or installation all irrigation and cable television sleeves as shown by detail included with this bid. For a portion of the Items listed below the Proposer shall supply the materials and install the sleeves, for the other portion listed below the Proposer shall not supply the materials but shall install the sleeves. This item also includes as-builts sho"\ving elevations and locations of each sleeve for future use. The exact locations will be determined at a later date and provided to the Proposer prior to installation. These unit prices will be used once the Sleeving Plan is developed. Payment shall be based on the actual quantity installed.

SUB-TOTALS (Numerals)

•

SCH 40 PVC materials and installation:

•

2" Basis of Proposal 1000 L.F.	Unit Price

•

3" Basis of Proposal 1000 L.F.	Unit Price

•

4" Basis of Proposal 1000 L.F.	Unit Price

•

6" Basis of Proposal 1000 L.F.	Unit Price
8" Basis of Proposal 1000 L.F.	Unit Price

•

Installation only:

•

2" Basis of Proposal 1000 L.F.	Unit Price

•

3" Basis of Proposal 1000 L.F.	Unit Price

•

4" Basis of Proposal 1000 L.F.	Unit Price

•

6" Basis of Proposal 1000 L.F.	Unit Price
8" Basis of Proposal 1000 L.F.	Unit Price TOTAL LUMP SUM PRICE ITEM 23:

_	(Numerals)

per L.F. per L.F. per L.F. per L.F. per L.F.

per L.F. per L.F. per L.F. per L.F. per L.F.

 		(Written)

' ' 
RETAINING WALLS

This item includes but is not limited to all materials, labor, equipment and all cost complete to install the retaining walls to the elevations and length as indicated on the Engineering Plans. This also includes the provision and responsibility of the Contractor to provide signed/sealed design shop drawings of the retaining walls to the Engineer for approval prior to constnlction.

L.F.

Unit Price

 	 per I..F.

TOTAL LUMP SUM PRICE ITEM 24:

 	

_(Numerals)
(\1(/ritten)

TOTAL BASE PROPOSAL (ITEMS 1- 24) �$

 	

.,(N.,"'-"'um"'"'e"'ra"'lse,.)

-

ALTERNATE MOBILIZATION REDUCTION

If the Proposer is successful and awarded both the Beacon Lake Phase 2 Project and Beacon Lake Townhomes Project, a single NiobiJization would be anticipated because both projects will be constructed concurrently. Therefore, it is anticipated that there would be a deduction in cost for this item. This item should be a positive amount, \vhich means the positive amount will be subtracted from the Total Base Proposal.

TOTAL LUl'l'lP SUM PRICE ITEM 25:

_

$	_	_	(Numerals)

,(\1(/ritten)

GENERAL NOTES FOR THE PROPOSAL FORM

The O\vner will provide the following survey stakeout work for the PROPOSER on a one-time basis. The PROPOSER must provide all other necessary survey work.

Project Benchmark
Roadway Centerline

The PROPOSER shall be responsible for coordinating with all utility companies to allow for the timely and efficient installation of their services. Includes providing finish brt ade in rights of \Vays and easement for all such installations and finish grade with stabilization following all utility company installations.

The PROPOSER is required to provide and perform all systems testing as required by St. Johns County and applicable project specifications prior to project acceptance. PROPOSER is responsible for coordination with O\vner's independent materials testing service. The PROPOSER is also responsible to pay for and perform all testing required by St. Johns County Utility Department (SJCUD) and the Florida Department of Environmental Protection (FDEP) in order to induce SJCUD and FDEP to accept the utility system for service.

The PROPOSER shall be responsible for coordinating the \Vork necessary to complete all final approvals and acceptances of the systems installed by the PROPOSER.

PROPOSER shall complete all \Vork in a professional and workman like manner typical of the construction industry. There shall be no sections or parts missing. Further, the work shall be complete and able to function for its intended use. The work must be continuous.

All existing storm drainage and utility must be maintained to eacb adjacent property o\vner during construction. If this does not occur, the PROPOSER will be responsible for any damage that may result. The PROPOSER ackno\vledges that access to the \"X/ork shall he restricted to the Temporary Access Road "Constn1ction Entrance" only and is responsible for management of equipment and labor access at all times.

\Vater, Reuse and Sewer As Builts must include elevation on all water/storm, water/sanitary, \'Vater/force main, water/irriga tion, \Vater/reuse, reuse/force main, reuse/storm, reuse/sallitary, crossings.

PROPOSER shall secure and pay for all paving and drainage constn1ction permits, building permits, right­ of way construction permits, county "clearance sheet" permit, electrical permit, water and electrical meters (if applicable), installation fees, electrical inspection fees, as maybe required.

\Vhere so indicated in this Proposal, lump sum prices shall be expressed (printed or typed) in \vords and numerals.

\Xlhere used within the Proposal Documents "1foss Grading Areas" include all areas outside of the rights of ways, storm water management facilities, upland buffer areas, jurisdictional wetlands, preservation areas, and drainage ditches within the project boundary.

1 1 . PROPOSER accepts all of the terms and conditions of the Request for Proposal and Instructions to PROPOSER's, including without limitation those dealing with the disposition of Proposal Security. This Proposal will remain subject to acceptance for ninety (90) calendar days after the day of Proposal opening. PROPOSER will execute and deliver the required number of counterparts of the Contract with the Bonds and other documents required by the Proposal requirements within five (5) calendar days after the date of Owner's Notice of A\vard.

In submitting this Proposal, PROPOSER represents, as more fully set forth in the Contact, that:

PROPOSER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the \Vork.

PROPOSER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the \Vork.

PROPOSER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all dra"vings of physical conditions in or relating to existing
surface or subsurface structures at or contiguous to the site which have been identified in the Contract Documents.  PROPOSER has obtained, carefully studied (or assumes responsibility

ga

for  having   done  so)  all  such  additional  or  supplementary  examinations,  investi    tions,
explorations, tests, smclies and data concerning conclitions (surface, subsurface and Underground Facilities) at or contiguous to the site, and has been given adequate access to the property to perform any additional testing, survey or geotechnical explorations deemed necessary satisfy the PROPOSER of existing conditions which may affect cost progress, performance or furnishing of the \Vork or \Vhich relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by PROPOSER and the safety precautions and programs incident thereto. PROPOSER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Proposal for performance and furnishing of the \Vork in accordance with the times, price and other terms and conditions of the Contract Documents. PROPOSER acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Proposal Documents with respect to Underground Facilities at or contiguous to the site.

Geotechnical Reports (refer to index for references) are provided as information only. Actual conditions may vary. However, in all cases the PROPOSER shall comply with Geotechnical Report recommendations.

The Tree Niitigation Plans / Landscape Plans (refer to index for references) are provided as information only. Actual conditions may vary however in all cases the PROPOSER shall be responsible for protection of the existing improvements.

	PROPOSER has correlated the information known to PROPOSER, information and observations  obtained  from visits  to  the site,  reports  and drawings  identified  in the Contract
Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents.

PROPOSER has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that PROPOSER h�s discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to PROPOSER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the \Vork for which this Proposal is submitted.

(i) PROPOSER certifies that the Proposer has carefully examined the foregoing Proposal after the same was completed and has verified every item placed thereon; and agrees to indemnify, defend
and save harmless the Owner and/or Engineer against any cost, damage or expense which may be incurred by any error in his preparation of same.

The Owner reserves the right to reject any or all Proposals, waive informalities in any Proposal, make award in part of \vhole with or without cause, and to the award in what is deemed to be the best interest of the Owner.

If ffwarded the Contract, the undersigned agrees to begin \-Vork within ten (10) calendar days after executing the Contract and complete the improvements in accordance with the schedule as submitted.

1 5. PROPOSER agrees that the Work willbe Substantially Complete as defined by the Contract Documents and as indicated \-Vithin the Proposal Contract Times commencing per the Notice to Proceed and be Finally Completed as defined by the Contract Documents and ready for Final Payment \Vithin thirty (30) calendar days after the date in which the work is deemed Substantially Completed. "Substantial Completion" for each  portion  of the ,vork  shall be  considered  to be on the date which all applicable
governn1ental agencies having jurisdiction over the Work have issued unconditional certificates of completion and have signed off on all final inspections ,vith respect to each portion of the \"'-v 1ork and the  Owner is  able to utilize the \"'{fork set forth  in the Contract Documents  for the intended purpose. Not\.vithstanding anything to the contraiy contained herein, PROPOSER shall be responsible for obtaining the final inspections and applicable '-Vritten approvals from all governmental agencies ,vith jurisdiction with respect to each portion of the \Vork, and in connection therewith, Owner and Engineer shall comply with all of its obligations required by the issuing authority in order to enable the PROPOSER to obtain such Certificate. The PROPOSER shall achieve Substantial Completion foreach portion of the \Xfork no later than the applicable date set forth in the Construction Schedule (the "Substantial Completion Dates"). Should the PROPOSER or, in case of the Proposer's default, the Surety fail to complete the work within the time stimulated in the contract, or within such extra time as may have been granted by the Owner, the PROPOSER, in case of his default, the Surety shall pay to the  Owner, not as a penalty but  as liquidated damages, the amount of
$1,000.00 per calendar day beyond substantial completion.

END OF SECTION

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
-----BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J�) -----
DESCRIPTION	QTY	, UNIT	UNIT PRICE	i	AMOUNT

M1o.bMiliOzaBtIioLInZATION

LLs	: $ 

 	$

General Conditions	  		 		 	

$ -----

PDreomjeocbtiMlizatiaognement & Project Supervision    	

---       �- LLss

----

$

-S�u_\eryan�yuinpg&anMdaSinttaekneaonucte	 		 	
MOBILIZATION TOTAL
M2a.inMteAnINanEcNeTOAfNTCrEafOfiFc TRAFFIC	 	

     Ls		1 $ 

$ 

LLss	 	$ 

·······C·  onstruction Entrance &-M-ainta-ina-nce	 	
MAINTENANCE OF TRAFFIC TOTAL

  !		 	

$$	 	

&

Pr3e.vPeRnEtiVoEnN, CToIOnNtroOl,FaEnRdOASbIOatNeAmNenDtWofAETrEoRsioPOn LLUWTaI_O�eNr Pollu_tion  I

i	

I

-

'I	  
ELas	$	-

! $  

-GC-or-a-i-rvBelaalensd Wire Sediment Filter	.      Ea   I	$	-

Tree Fencing

II	LI	is

- --- ----

----

FilotaetrinBgaTrruierrbi1�Hty Barrier	 	
PREVENTION OF EROSION AND WATER POLLUTION TOTAL
STORM WATER POLLUTION PREVENTIO_N_P_L_AN	--'

LI	
' LI ;

$
i $$
I

- ........
-

"-----

SNtpodremsWMaotneirtoProinllgution Prevention Plan	 		 	1
STORM WATER POLLUTION PREVENTION PLAN TOTAL

_ Payment & Perforn1ance_ Bond

_ _

_ _

PAYMENT & PERFORMANCE BO_N__D 	_
PAYMENT AND PERFORMANCE BONDS TOTAL

LLss	 	

-�---

Ea

j $$
$$

Ls

_':l_auling of Fill from Smfs	 		 		Ls	t

6 EARTHWORK-S ----	 		 		 		 	
Placement of Fill from Smfs	-  - --  -------	 	Cy	$

_ -���p�ction For Fill P_I_�-'=-�'. -�-�!�� Smfs T()__�_�-��

Storm___�-�t�__f\Jl_�m1t Fa_�  (Smf)  Exc�vation Cu_�, Fill, Balanc�_

----

-�F�i!n�eCGurta,dFeillL1 oBtasla_�-�-�--�-?_t�i_pped Ma!_����!____	 	

Cy
Cy .

··--· --·- ··-- ·;; $ 
, $ 

_ �F_ii_T1nJe�hG-�rad�e9eR/SWmfs Sl�_p_es_	 	

Sy 		$

Fine Grade Dist. Areas

__	 		 	
EARTHWORKS TOTAL

Sy�--

$$    	

Plac  mt eni t of Fill__from Smfs	 		_ ______

STORM WATER MANAGEMENT FACILITIES 10 & l0A

CCyy	$

_____ _____

$

Cy

Ls

Hauling of Fill from S_mfs

1

SDteowrma _Wera�tge_r__M_ g_ m1t F�_c. {Smf)  Excavation ��t  Fill, Balance
STORM WATER MANAGEMENT FACILITIES 10 & l0A

$
- -- ---  ----  -  ----

$

'----    -  -------------

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
BEACON LAKE TOWNHOMES - SCHEDULE OF VA---L---U----ES - PART Ill (J)	 	

DESCRIPTION

QTY	i UNIT .	UNIT PRICE	!	AMOUNT

NEIGHBORHOOD GRAD-ING AS-BUILTS

i	j     Ea   !	!	 	

Neighborhood Grading.Asbuilts	- -- -
NEIGHBORHOOD GRADING AS-BUILTS TOTAL

- -''
!

1 $	-
1 $	-

129". SPtAaVbiIlNizGedCSUuRbBg&radGeULTTBRER40	 		 		Sy

, $	_	

�merock Base LBR 100 - 98% Max D�nsity Mod Proctor	_	 		 	$	

6A1s1 pLhimaletricocCkonBcarseeteLBPRav1i0n0g -(19"8%12�.5 aSxuDpernsPiatvyeM1ostd LPifrot Oc.ct'no-'l"-ry)	 _

SSy

-- -' $ 

Sy

-�Asp_halticc Concrrete_Pl'aaving�(1e-c1t/io2"n_1-_2M.SuSltui::ple'arthP_a_(lv-e91.5stSUupfteOr nPalyv),_e)		 		' $

4MniaCmr�i�-C�_uerdbCAonnde GBuatsteeLrBR 120 100 Max Densit_y M(?d Proctor

SLyf 	'  $  

Standard Curb And G-utt-er--	 		 	

 Lf		' s	

_!Hye_paede11 Cr 'CCurubrbAAndndGGututtetrer	 		 	

___    __	_Lf		 	 	$    	 	

___F1D2'OSTtaRb/iAlizCeudrbFiraendAGcc_uets_ts_eDr rive

_	 		 	

SLyf    	

,: ---­

Bike Rack	-1 ---

Concrete Valley Gutter	 		 	

&

_  _FR_l}ib_ObToTnyCpuerbF Curb_and _<,utter	 		 	
PAVING CURB	GUTTER TOTAL

ELfa
 	Lf	

 	, $
 	,  $$

Co1m0.mCoOnMAMreOa NSiAdeRwEAalkSIDEWALKS

arnin

 		SEay

_ __

iI!, $  

---�Q�--�� r-� Ramps with D�.!����-�l� yv	��____	 	   '.

_	_ 		$

COMMON AREA SIDEWALKS TOTAL

,' 
MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J)   	

DESCRIPTION
Ke1e1p. SRIiGghNtASGigEnARN4D-7MARKINGS	 	

QTY	. UNIT	UNIT PRICE
Ea	. $

AMOUNT

_ - �R"-oduensdtarbiaonuCtrWosasri ninAghSeigand 2S2ig-6n W16l--217&P W1_6-9P	 	
Spoeped/ SLtimreiettSiNganmRe2-C1ombo Sign	 	

EEa Ea

: $	
' $ ------

TSterme�p_toNraarmy e18S"igxn18'_'__rnd of Road Mark�rs

-- ----    	

7	Ea

. $	----1

__2R4euse WarSnting SBiagrns (locations to ��_9etermined)

Fire Access Sign

S1p2_" �Wiahl iEtme pChroasssiswPaelkdSetsrtirpiainngCsro(psesrw_ianltke_(rpserctiniotne)rsection)

_____   __    _	EEaa
Ea

:  $
.$$	_j
----- j $

$

ELenfdt SLiagnne(_FEinrdesLSaingen) R4--2L------	 		Ea	•• $

RLeigfthtLaLnaeneMMusutsTt urn Left Sign R3-7I	 	

EEa

'

---- 

Handicap Parking Sign	

 	

 	$	

6" White Solid   Turn RightSig�n-R3--7R-----	Lf	' $

Parking Space StripSpinagce(eSatcrhipsipngac(each space)

------�I _

Ea		' $  

WHahnidteicTarpafPfaicrkAirnrgow

�	-------

Ea	$	,

Compact Parking S-ign----	 	

ELaf----� 	$

Bi Directior�-�-l_y_��l_ow with Rpms __   _ _________________ 	__	 		i, $	 	
SIGNAGE AND MARKINGS TOTAL	$
----121"2A. dSTsOPRipMe DRAINAGE COLLECTION AND CONVEYANCE SYSTEM	Lf	$

2

[

15" Ads Pipe	 	
15"11 HP Pipe
18" RCP

------------------------

LLff Lf

$ 	
: $
s$

2340" RCP

Lf	---------"---- ---$-------

4362" RCP
41581"1 MRCePs
18" Mes

:
 	 	Lf	$

$

Ea

!1	 	

--  - ---------$

--- --- ----E--a---- '	 	

48 Mes

2340" MMeess 36" Mes 42" Mes

T	E Inlet

-lA

Typ11 e C Inlet_ T- y- p-  -e-J- --1--- M- --h-- __

TypeJJ--llCD MMhh

Type J-1B Mh
TypeJ-lE Mh

---- - -- -------

EEa
Ea Ea
Ea Ea Ea

: s$	 	
 	$	
$
$	 	
$
$

MEADOW VIEW ATTWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J)

Type J-lF Mh

DESCRIPTION

 	QTY	UENaIT

UNIT PRICE	$

AMOUNT

TSiynpgeleJ-C1uMrbhInlet 4' ID -Type A	

 	  Ea		$

SDiongulbeleCCurubrbInIlneltet5'4I'DI D-T-TypyepeAB	 	

Ea	 	$	

_TDroipulbe_leCuCrubrbInIlneltet5'5I'DID -Type B

 	 	Ea		$

Ea

YMaord fDieradinC(INnlyeltoplast) _	 	

--------  	
$

\/,,lley Gutter Inlet

___ C�oi_snpterroslioStnruBcatsuinre CS:l(rvlod H Inlet)

Ea

-- -  - -	- - __Sy -

, $

__	11	"___��-�-� Pipe
3St8o'1rxm6S0e"wMeErST-ype�  B -In le-t  --------

Lf	$

-----.

---�-----EL=fa=--	$

SHteoardmwSaelwl  e_r Testing (Vid-eo)   ----
STORM DRAINAGE COLLECTION AND CONVEYANCE SYSTEM TOTAL

LLfs

-   ----- �   $$	--l

Tyy1p3e.- AR---OU-A-n-D-d--We--r--Ad- rrYaUi�nNDERDRAIN TYPES A & B
-	B UnUdnedrd  a!ra--­			52,500		Lf		$ 	
Underdrain Clean-O-ut--------
ROADWAY UNDERDRAIN TYPES A & B TOTAL	Ea	j!  $$	

14. PAVING & DRAINuAi_!Gt_�E- A-  S-BUILTS

----���ing & Drainage Asb

PAVING & DRAINAGE AS-BUILTS TOTAL	Ea		$

-- 2'1' H5p. WdeACTtEsR(STdRrA9N) _SMISSION & DISTRIBUTION SYSTE_M (�SJ_C_U_D�)	�  	Lf

$

--'­

_ _4""_HPvdcp(eD(rS1d8r) 11)
66"" HPvdcp(eD(rS1d8r)_ll)
__ 8" PHvdcp(eD(rS1d8r) 11)
_ _ 10'"' HPvdcpJeD(rS1_d8r) ll)_ 12" Hvdcp(eD(rS1d8r) 11)
16'"'HHdpe (Sdrrll11 ) _ _  _   __	_

810"GGataeteVValavleve

11

46" GGaattee- -V-V- -aa-ll-vv- ee
11

- 1- -2-"-- Gate Valve
1211 Cross
4" Tee
6" Tee

Lf
Lf Lf
LLf
-- ------ ----- LLf
Eaa Ea
Ea
Ea

,  $
$
$

----$-

- - -- -----	$

-- ------ -- - -$$------

. $
- - --- -------- --- ---------

$
$
$

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J)------

811Tee

DESCRIPTION    	

QTY	UENaIT

UNIT PRICE	! $

AMOUNT

8" x 4"Tee	 		 	
10n X  611 T-ee----

Ea 	$$

4" 22.5- -B--end	 		 	

Ea	 	, $ 

 		 	

41"2"1T1e.2e5 Bend	 		 	

 	Ea		$	

411 45 Bend

----	 		 	

Ea	$

66" 2121..255BBenednd	 		 	

 	Ea	

. $$

68" 4151.B2e5nBdend		 		 	

Ea	$

8" 45 Bend

8" 22.5 Bend	 		 	

 	Ea		' $$

!On 11.25BBenednd---	 		 		Ea	$

10" 2452.5Bend	 		 	

 	Ea		$	

12" 11.25 Ben-d

---	 		 		 	

121"1  4225.5BeBnednd	 		 	

EEa

-----$

___4" _Ca-p--T---a- p--p-  ed 2"

-   - E---a---- ' --	  $	

11 x 6" Reducer	 	

6811 x  411  Reducer

Ea	$
Ea	:s 

Ea   - -------- -   -

8" x 4" Reducer	 		 		 	

;s  	

12"11  x 6" 1R1 educer

" x 81101  RRededucuecrer
8" Plug	 	

E
 	Ea 

 	$	
1  $	 	
1-- $---- ------

___;_011  Plug	 		 		 	  Ea	 	$	

1F2_1e1 PH_lyudgrant Assembly
--�D-io!'_�ub�eleWWataeter rSeSrvivciece

Misc Fitti�_gs Potab_le W- ater

ALifirt RSetaliteifoVn aWlvaeter Service
_______2B"a_cFtleursihailnoggiHcay_ld_?r_�a_nl!tl_eA!�ss�yt?._i_i_:!�

EEa Ea

E

Ea

Ls

----   ----E-a-----
Ls

$

' 

,lt$ 
$

$

s
, $

__________________

&

TLoesc�a_it�egW_PolrteabPlo�_tWabaleteWr ater
WATER TRANSMISSION	DISTRIBUTION SYSTEM {SJCUD) TOTAL

-----

_ D_6/6 8" Pvc (Sdr 26) _5_ari

16. GRAVITY SAN_ITARY SEWER COLLECTION SYSTEM (SJCUD)
8/108"8"PvPcvc(S(dSrdr262_)6_ S) aSnan

------

  Lf		$	 	
·s 

f

LLf	$$
Lf	$

12/14 10" Pvc (Sdr 26) San

2

_  102/142 8" Pvc (Sdr 26) S  n _ 814/1/01_6108" PPvcc (Sdr 266)SSan
14/16 10" Pvc (Sdr 26) San

Lf LLI
Lf

$
$$
$
$$
--   --------$--

-- ------------

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
I--------B-EACO-N-- -LAKE TOWNHOMES • SCHEDULE OF VALUES ··PART Ill (�J) 	•

16/.18 10" Pvc (Sdr 26) SanDESCRIPTION    		QTY	; UNLfIT .

UNIT PRICE	 	AMOUNT
$

0/6 San Mh -- Type A

-------	--   - , --EE-a--	$

 	

Ea

$

60/68 San Man-hToy�lpee-A W-/-Line-r  --	 		' $

8/10 San Mh Type A

$  	
 	Ea	

180/1/012SaSnanMMhhTTyyppeeAAW/ Liner	 	

$
EEa	$

$

10/12 San MMh Type A W/ Liner

·-		Ea		$

- 12/14 San  Mh Type A_W/Liner (Drop Mh Type A) .   _	-- � -

 	

EEa	$

$

12/14 San Mh Type A_W�/_L_Linn_e_rr (Drop Mh Type _A)	 	Ea  	: $

Ea

12/146 Sewn eMr hMThypTeypAe A W/ Liner (Drop Mh   Type B)	Ea

Testing (Video, Lamping)	 	

Ls

inngitl_e�_�SyeArvsibceuiS!ta�n---Sa-n  -----	Ls
GRAVITY SANITARY SEWER COLLECTION SYSTEM (SJCUD) TOTAL

$
$
$
$

$

: $s

-- - -- ----

2"1H7.pRdEeUCStEs (DSIdSrT9R)IBUTION SYSTEM.. .(.S.JCUD)_ 	

� ---	Lf

- - ----	_,

Pvc (Dr18)

8   Pvc (Drl8)

.  4" PHvdcp(eD(rS_1d_8)_l_l)	-----	
. 6" Hdpe {Sdr 11)

Pvc (Dr18)

__i!"Hdpe (Sdr 11)	 	
10" Hdpe {Sdr 11)	 	

Lf ···'-·-· -·· -··  -·

L

Lf

L

$

Lf Lf

$

------  - -- - ----$----   ---------------   __ 

.  1i $$

12" PHvdcp(eD(rS1d8r) 11)	 	

Lf   '	;' $$

_  162 " Hdpe (Sdr 11)	 	
46" Gate Valve n)

Lf
Ea	•

81101 "GGataeteVValavleve
10"11  xGa8t"eCVroaslvse	 	

Ea
- ---- - --   --E--a-

---- -----  -  -  -----   --.' - $

$-	-		-- ---

$

4

12" Cross

8" x 48 Tee

6"11 Tee

------	 	

EEa Ea

. $
· · ·· ·· ········· ·······--····· ····· ·

    8" Tee		 	  	
11

x 10" Tee

12" Tee

101"1 x  61"1 Tee

4"11 2425.5Bend

4" 11.25BBe--en--dn--d------
6" 11.25 Bend

Ea
Ea
Ea EEa

$
$
, s$

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
BEACON LAKE TOW-NHOMES - SCH- EDULE OF VALUES - PART Ill (J)  ---	�

6" 22.5 Bend

DESCRIPTION

�	��	UNIT P�-E-�-
_E_a 	_	$

AMOUNT

6" 45 Bend	 	
---8--" 11.25 Bend	 	

------

Ea	! $	 	
Ea	 	] $	

8" 22.5 Ben-d

------	 	

Ea	! $

   8" 45 Bend		 	
10" 11.25 Bend	 	

Ea	i $
 	Ea	' $ 	,

10"11 22.5 Bend    		 	

Ea	 	$	

10  45 B-end------	 	

12" 11.25 Bend	 	
12" 22.5 Bend	 		 	

4 1 �ap Tapped 2"	 	

112" 45 Bend	 		 	
6"___x  4" Reducer	 	
8"11 x  611  Reducer	 		 	

Ea	i $	 	
Ea	$ 	
Ea	 	$	
_Ea� 	$
Ea	, $	 	
Ea	. $ 	

8  x 4" Reduc-er -----	 		Ea	$

12" x 10" Reducer

10" x 8" Reducer	 	

1211 x 611  Reducer

Ea	$
 	Ea	$	-'

11	 		 		Ea	 	$	

10"

8 Pl�-�     		 	

Ea	•-�

Plug
12" Plug	 	
Single Reuse Servi_��---­	 	
Double Reuse Service	 	

Ea	: $
Ea	' $     	
Ea	$
Ea  �---- ' $

2" Flushing Hydrant Assy.	 	

__;  _E---_a    _	$

Air Relief Valve

Ea	' $

Misc. Reuse Fittin=g_s	_	 		Ls	$

Locate Wire - Reuse	--  ---- ---- ---------

-Lf 	$

---��!!_��- �eys_�__vy�ter	_      __________
REUSE DISTRIBUTION SYSTEM (SJCUD) TOTAL

Ls	$

I

$

-  ------1--8----. -L--I-FT--S--TA---T--IO---N-   {SJCUD)
Lift  Station SJCUD Standard

LIFT STATION (SJCUD) TOTAL

 	
LS

's 
$

19. FORCE MAIN {SJCUD)	 		 	

4"

4'' Pvc (D_r18) Hdpe (Sdr 11)
6" Hdpe (Sdr 11)	_
_ 8" Hdpe (Sdr 11)
__ lO"_Hdpe (Sdr 11)
4"11 Gate Valve

-   ---- --   ----- ,___ -L-f--
Lf Lf Lf Lf Lf Ea

:s 
$
--- ----   --- ---- --$---
$
$
$
- --   --   -  ---- ---- ----$----

6 Gate Valve	Ea	$

8" Gate Valve 10" Gate Valve
12" Gat11e Valve

-------------------Ea-	$
Ea	$
Ea	$

10" x 8 Cross

Ea	$

12" Cross 4" Tee

11

6" Tee
811 Tee

Ea	$
Ea	$
Ea	$
Ea	$

8 x 4" Tee

-   - --- - -E-a-  - ---- -	$

4" 11.25 Bend	Ea	$

M EADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART 111 (J)	 	

4" 22.S Bend

DESCRIPTION	QTY	UENaIT	UNIT PRICE	i:s	AMOUNT

4" 4950 Bennd	 	

Ea	 	$	

66"11 1212..525BBeendnd    	

 	 	E a		$

6" 45 Bend	 	

EE a 

--'-�$

811 11.25 Bend	 		 	$	

88"11   4225.5BeBnednd	 	

 	E a	: $  

1

6" x 4" Reducer
8" x 6 1 Reducer	 	

------------ ---	--

EE a 

' $$T --

88"11 xPl4u"gReduce-r

------	 	

EE         a	' $

Air Release Valve	 	

LLss	• $  

Misc Fittings Fore� M-a-in Testing Force Main

----

Lf	$

$

Locate Wire Force Main	-  - ---- -------------	$
FORCE MAIN (SJCUD) TOTAL

20. WATER, SEWER & REUSE AS-BUILTS �(S_JC_U_D�)	�•·--	_ L__ _Ea 
Water,	WATER, SEWER & REUSE AS-BUILTS (SJCUD) TOTAL
Sewer & Reuse Asbui_!ts	$	
			
	$		

So2d1.2S' OBaDcDkIONfGCur-b

-----

 	Sy	

-----

_ Sod (General Areas)

Sy	$	

Sodd SmlofpseSslostpeeespLeTr t<JhpaLnB4a:c1kslope

- --- - - ------ --------1

SODDING TOTAL	.	$
Se2e2d. S&EMEDuIlNchG DAiNstDurMbeUdLCAHreIaNs-G-------------'	Sy

Seed & Muulch RLo/Wts

SEEDING AND MULCHING TOTAL

Sy	 	
.

23. IRRIGATION SLEEVES, CATV CONDUIT & AS-BUILTS 2" SCH 40 Pvc materials and installation
-- -3--"--S- -C--H-- 4- 0 Pvc materials and installation
----4--"---SCH 40 Pvc materials and installation
611 SCH 40 Pvc materials and installation
811 SCH 40 Pvc materials and installation 2" SCH 40 Pvc m-a-te-  rials and installation
2" SCH 40 Pvc materials and installation

111,000
11,000

LLf LLf

$

 	$	

$

$

$

-  -    ----  --  ;--$-
-  - ---------------  --- -- -  ---------

3n  SCH 40 Pvc insta!la�io!7_ _9_�_!Y

1,-0--0- 0--  -   - ---L--f-----	$

411 SCH 40 Pvc installation only
11 SCH 40 Pvc installation only

------ ------ --- --- ---- -- -- - - ---

1,000	Lf	$

682""

SCCHH

400

PPvvc inssttalll attionn oonly

1,000

LLf	$

Sleeving Asbuilts

_ _ _

___

___ _ ___ _ ____ ____ _ Ls	$

IRRIGATION SLEEVES, CATV CONDUIT & AS-BUilTS TOTAL	$

OVERALL TOTAL

' $

MEADOW VIEW ATTWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J)
DESCRIPTION	QTY	UNIT	UNIT PRICE	AMOUNT
Re2t4a.inRiEnTgAWINaIlNl 1G' WHigAhLLS- -------	 		LLf	$	

. . Retaining Wall 23'' High------      		Lf	$
Retaining Wall4' High	 		 	  LLf	: s$ 		

.. Reta.i.n.iingg...wWal-l 56' Hig-h   -----	 		Lf	1 $  ----
RETAINING WALL TOTAL		$ 	

-·-�!MeaISriCnEgL&LAGNrEuObbUiSngITEMS  -------	Ac	1 $	

EXH I B IT	D

1920 BooLtohnegCwirocoled,, SFuLit3e2273500 Phone:  (407) 215w-04w1w0.jonFmaxha: l1l4co07m)p2a1n5y-.0c4o1m1

To:	England Thims & Miller, Inc.
Address:		14775 Old St. Augustine Road Jad<sonvil!e, FL 32258
Project Name:	Beacon Lake Town Homes - 10·26·18
Project Location:	CR210 & HWY 1, St. Johns County, FL
Item #	Item Description
01 MOBILIZATION & GENERAL CONDIDONS

Contact: Phone: Fax:
Bid Number: Bid Date:
Estimated Quantity Unit

Scott Lockwood 904-642·8990
904-646·9'1SS

11/8/2018
      Unit Price	Total Pricef

10100	Payment & Performance Bond	1.00 LS	$123,486.00	$123,'IS6.00	
10300	Jobsite Facilfties	1.00 LS	$24,539.79	$24,539.79	
10400	Traffic Control	1.00 LS	$38,747.65	$38,747.65	
10500	Supervision	1.00 LS	$177,766.65	$177,766.65	
10600	Geotechnica! Testing (By Others)	1.00 LS	$0.00	$0.00	
10710	Survey & As-Builts	1.00 LS	$159,204.85	$159,204.85	
10800	Mobilization	1.00 LS	$120,085.92	$120,085.92	
Total Price for above 01 MOBILIZATION & GENERAL CONDmONS Items:	�$_6_4�3,�8_3_0_,8�6	
05 PAVING ON SITE		
56060	2" SCH-40 PVC Installation Only	1,000.00	LF	$3.08	$3,080.00	
56060	2" SCH-40 PVC Material And Installation	1,000.00	LF	$5.81	$5,810.00	
56060	2" SCH-40 PVC Material And Installation	1,000.00	LF	$5.81	$5,810.00	
56060	2" SCH-40 PVC Material And Installation	1,000.00	LF	$5.81	$5,810.00	
56080	3" SCH-40 PVC Installation Only	1,000.00	LF	$3.08	$3,080.00	
56080	3" SCH-40 PVC Material And Installation	1,000.00	LF	$7.01	$7,010.00	
56080	4" SCH-40 PVC Installation Only	1,000.00	LF	$3.08	$3,080,00	
56080	4" SCH-40 PVC Material And Installation	1,000,00	LF	$7.72	$7,720.00	
56090	6" SCH-40 PVC Installation Only	1,000.00	LF		$4,400.00	
S6090	6" SCH-40 PVC Material And Installation	1,000.00	LF	$11.43	$11,430.00	
56090	8" SCH-40 PVC Installation Only	1,000.00	LF	$4.67	$4,670.00	
56090	8" SCH-40 PVC Material And Installation	1,000.00	LF	$15.79	$15,790.00	

$4.40

Total Price forabove 05 PAVING ON SITE Items:	$77,690.00

Entry Road
03 EARTHWORK
33500	Rough Grade Pavement Box (Entry Road)

06 PAVING OFF SITE

Total Price forabove Items:

$721,520.86

-

$4,923.33
�$4�,_9_2_3_.3�3

5,659,00 SY	$0.87
Total Price for above 03 EARTHWORK Items:

51040
60540

62100
65000

8" Umerock Base (Entry Road)

With-In +/

12" Stabilized Subgrade {LBR 40)(Entry Road)(Subgrade To Be Left Down To Accept Volume Of StabilizerTo

.20')
H/2" Type SP·12.5 Asphalt (Bottom Lilt)(30%)(Entry Road)
Striping & Signs (Entry Road)(Paint)

4,836.00 SY

5,559.00 SY	$7.23	$40, 191.S7	
4,836.00 SY	$12.80	$61,900.80	

1.00 LS

$13.99

$10,816.48

$67,655.64

$10,816.48

Total Price for above 06 PAVING OFF SITE Items:	$180,564.49

11/8/2018 10:28:09 AM	Page 1 of 6

  Item #	Item Description	Estimated Quantity Unit	Unit Price	Total Price	
07 SANITARY SEWER			
70200	Connect To Existing 4" Forcernain (Entry Road)	1.00 EACH	$1,466.23	$1,466.23	
73000	4" PVC Force Maln (Entry Road)	1,460.00 LF	$11.58	$16,906.80	
7300S	6" DR�1B HOPE Force Main {Entry Road)	80.00 LF	$26.13	$2,090.40	
73S00	fittings & Restraints (Forcernain)(Entry Road)	1.00 LS	$15,112.41	$15,112.41	
73510	4" Plug Valve (Entry Road)	2.00 EACH	$1,059.69	$2, 1 19.38	
73520	Air Release Valve (Entry Road)	6.00 EACH	$5,921.57	$35, 529.42	
76050	Pressure Test Force Main (Entry Road)	l, 160.00 LF	$1.33	$1,542.80	
77500	6'' Directional Bore Force Main (Entry Road)	475.00 LF	$105.37	$50,050.75	

STORM SEWER

Total Price for above 07 SANITARY SEWER Items:  	,$..=1.=24_:,,c;cB::18=.:-:1:9:..

	Dewater Storm (Entry Road)	1.00 LS	$17,642.30	$17,642.30	
80910	15" RCP fl-6' Deep (Entry Road)	352.00 LF	$30.13	$10,605.76	
81010	18" RCP 0'-6' Deep (Entry Road)	488.00 LF	$34.36	$16,767.68	
81130	24" RCP 6'-10' Deep (Entry Road)	184.00 LF	$51.20	$9,420.80	
83500	Type ' A" Curb ln!et (Entry Road)	8.00 EACH	$5,593.89	$44,751.12	
	Type J�l Storm Manhole (Entry Road)	2.00 EACH	$4,234.59	$8,469.18	
86010	Clean, F!ush & TV (Entry Road)	1,024.00 LF	$3.86	$3,952.64	

90200	Connect To Existing 10" Water Une (Entry Road)	1.00	EACH	$ 1,127.87	$1,127.87	
90810	10" PVC Waterrnain	2,440.00	LF	$32.05	$78,202.00	
91100	12" DR-11 (Entry Road)	100.00	LF	$63.61	$6,361.00	
92000	Fire Hydrant Assembly (Entry Road)	2.00	EACH	$4,522.18	$9,044.36	
92500	Flttings & Restraints � Water (Entry Road)	1.00	LS	$28,796.54	$28,796.54	
92550	10" Gate Valve (Entry Road)(Water)	9.00	EACH	$2,891.83	$26,026.47	
92570	Air Release ValvP, (Entrr Road)	6.00	EACH	$3,954.62	$23,727.72	
92S75	2" Flushing Hydrant Assembly (Entry Road)(Water)	2.00	EACH	$5,003.50	$10,007.00	
96010	Temp Jumper (Entry Road)	1.00	EACH	$1,426.34	$1,426.34	
96020	Sample Point (Entry Road)	2.00	EACH		$895.28	
96030	Test Md Chlorinate (Entry Road)	3,025.00	LF	$1.35	$4,083.75	
97000	12" Directional Orm - Water (Entry Road)	485.00	LF	$153.64	$74,515.40	

WATER SYSTEM

Tot.al Price for above 08 STORM SEWER Items:  	

$--=1-=11=-•-=60::c9=.:.

8:..

$447.54

Total Price for above 09 WATER SYSTEM Items: 	$264,213.73

92575	2" flushing Hydrant Assembly (Entry Road)(Reuse)	1.00	EACH	$5,003.50	$5,003.50	
100200	ConnectTo Existing 10" Reuse (Entry Rood)	1.00	EACH	$777.10	$777.10	
100810	10" PVC Reclaim Watermain (Entry Road)	2,600.00	Lf	$50.88	$132,288.00	
101110	12" DR-1 1 (Entry Road)	80.00	LF	$114.84	$9,187.20	
102500	Flttings And Restraints � Reuse (Entry Road)	1.00	LS	$29,220.20	$29,220.20	
102530	10" Gate Valve (Entry Road)(Reuse)	8.00	EACH	$2,575.67	$20,605.36	
102560	2" Blow Off Valve (Entry Road)	1.00	EACH	$644.01	$&HO!	
102570	Air Release Va!ve (Entry Road)	6.00	EACH	$3,940.86	$23,645.16	
106010	Testing (Entry Road)	3,155,00	LF	$0.89	$2,807.95	
107000	12" Direction Ori!! - Reuse (Entry Road)	475.00	LF	$151.13	$71,786.75	

RECLAIM WATER SYSTEM

CONCRETE WORK

Total Price far above 10 RECLAIM WATER SYSTEM Items:  	$�2_9_5�,9�6�5�.2�3

110530	Type "F" Curb (Entry Road)
111030		12' Wide X 6" Thick Sidewa!k (Non Re--enforced)(Entrv Road)
1 11030	6' Wide X 6" Thick Sidewalk (Non Re�enforced)(Entry Road)
111500		Handicap Ramp W/ Detectable Warning (12.' Wide) ((Entry Road)

2,657.00 LF
1,520.00 SY
787.00 SY
4.00 EACH

$18.96
$57.26
$57.26
$2,056.61

$50,376.72
$87,035.20
$45,063.62
$8,226.44

Total Price for above 11 CON:CRETE WORK Items: _	$�1�9�0,cc7..=0.=1cc.9.-8=

11/8/2018 10;28:09 AM	Page 2 of6 

Item It	Item Description
GRASSING
120030	Sod 2 Strips Behind Curbs (Entry Road)

Estimated Quantity Unit	Unit Price	Total Price

747.00 SY	$3.21	$2,397.87

Total Price for above 12 GRASSING Items:

�$2�,397.87

Off-Site Utilities
03 EARTHWORK

Total Price for above Entry Road Items:	�$_1�1_7_5~,1_9_4_.3_0_

32550	Offs/te Grading (Off-Site Utilities)

Remove & Replace Existing Curb (OffSite Utilities)	30.00 LF	$35.91	$1,077.30	
Cut & Patch Roadway (OffSite Utilities)	65.00 SY	$68.83	$4,473.95	

07 SANITARY SEWER
25000
68050

6,537.00 SY	$1.83
Total Price for above 03 EARTHWORK Items:

$11,962.71
$11,962.71

70099
73000
73005
73500
73520
76050

Connect To Existing 12" Forcemain (OffSite Utilities)
4" PVC Force Main (OffSite Utilities) 6" DR-11 Force Main (Off-Site Utilities)
Fittings & Restraints (Forcemafn)(OffSite)(OffSite Utilities)
Air Release Valve (OffSite Utilities)
PressureTest Force Main (Off-Site Utilities)

1.00 EACH	$1,880.92
2,240.00  LF	$11.11
220.00 LF	$26.91
1.00 LS	$6,709.92
2.00 EACH	$5,921.57
2,460.00 LF	$1.33

$1,880.92
$24,886.40
$5,920.20
$6,709.92
$11,843.14
$3,271.80

25000	Remove & Replace Existing Curb (Off Site Utilities)	30.00 LF	$35.91	$1,077.30	
6B050	Cut & Patch Roadway (OffSite Utilities)	65.00 SY	$68.83		
90200	Connect To Existing 12" Watermain (Off-Site Utilities)	1.00 EACH	$1,368.56	$1,368.56	
90810	10" PVC Watermain (OffSite Utilities)	1,320.00 LF	$32.05	$42,306.00	
91110	12" DR-11 {OffSite Utilities)	320.00 LF	$96.45	$30,864.00	
92500	Fittings & Restraints - Water (OffSite Utilities)	1.00 LS	$10,577.35	$10,577.35	
92550	10" Gate Valve (Off-Site Uti!it!es){Water)	4.00 EACH	$2,605.78	$10,423.12	
92565	2" Blow Off Valve (Off Site Utilities)	1.00 EACH	$644.01	$644.01	

09 WATER SYSTEM

Total Price for above 07 SANITARY SEWER Items: -	�$60�,0�63.=63

92570	Air Release Valve (OffSite Utilities)
92575	2" Flushing HydrantAssembly (Off-Site Utilities) 96010	Temp Jumper (Off Site UtlUties)
96020	Sample Point (OffSite Utilities) 96030	Test And Chlorinate (Off Site Utilities)
97000	12" Directional Drill - Water (OffSite Utllities)

Remove & Replace Existing Curb (□Ff-Site Utilities)	30.00 LF	$35.91	$ 1,077.30	
Cut & Patch Roadway (OffSite Utilities)	65.00 SY	$68,83	$4,473.95	

10 RECLAIM WATER SYSTEM
25000
68050
100200	ConnectTo Existing 10" Reuse (OffSite Utilities) 100810	10" PVC Reclaim Watermain (□Ff Sfte Utilities) 101110	12" DR 11 Reclaim (□Ff-Site Utilities)
102500	Fittings And Restraints - Reuse (□Ff Site Utilities)
102530	10" Gate Valve (Off Site Utilities)(Reuse) 102570	Air Release Valve (OffSite Utilities) 106010	Testing (OffSite Utilities)
107000	12" Direction Drill - Reuse (OffSite Utilities)

1.00 EACH	$3,954.62
1.00 EACH	$5,000.75
1.00 EACH	$1,426.34
2.00 EACH	$447.64
1,800.00 LF	$1.68
90.00 LF	$156.78
Total Price for above 09 WATER SYSTEM Items:

1.00  EACH	$1,162.26
1,320.00 LF	$31.68
320.00 LF	$96.70
1.00 LS	$7,328.66
4.00  EACH	$2,575.67
1.00 EACH	$3,954.62
1,730.00 LF	$0.89
90.00 LF	$ 156.78

$3,954.62
$5,000.75
$1,426.34
$895.28
$3,024.00
$14,110.20
$130,145.48

$1,162.26
$41,817.60
$30,944.00
$7,328.66
$10,302.68
$3,954.62
$1,539.70
$14,110.20

Total Price for above 10 RECLAIM WATER SYSTEM Items:	$116,710.97
12 GRASSING

120015	Sod Right Of Way, Bahia (OffSite Utilities)

6,537.00 SY	$3.21

$20,983.77

Total Price for above 12 GRASSING Items:	�$_2_0�,9_8_3_.7_7_

Total Price for above Off-Site Utilities Items: -	�$33�9,8=66.=56

11/8/2018 10:28:09 AM

Page 3 of 6

Item #	Item Description	Estimated Quantity  Unit	Unit Price	Total Price On�Site

10904	Construction Entrance (On-Site)	1.00 EACH	$9,614.33	$9,614.33	
10910	Silt Fence (On-Site)	11,080.00 LF	$1.29	$14,293.20	
10920	SWPPP Permit & Monitoring (On-Site)	1.00 LS	$8,322.83	$8,322.83	
Total Price for above 01 MOBILIZATION & GENERAL CONDITIONS Items:	--"$:::3:::2!.:,2::3:.:0c.:3:::6	
03 EARTHWORK		
32510	Finegrade Pond(s) (For Storm Installation Areas)(On­	2,500.00 SY	$1.02	$2,550.00	
32520
32530	Backfill Curbs / Grade ROW (Subdiv)(On-Site) Finegrade Disturbed Areas	22,182.00
14,759.00	SY
SY	$0.85
$1.09	$18,854.70
$16,087.31	
33000
33500	Grade Lots (Subdiv)
Rough Grade Pavement Box (On-Site)	190.00
15,151.00	EACH
SY	$1A24
$0.71	$33,105.60
$10,757.21	
35005	Segmental Block Retaining Walls (On-Site)	2,638.00	LF	$196.79	$519, 132.02	
Total Price for above 03 EARTHWORK Items:	_.c$c,6::0:.:0,_,4.:.:B:.:6::.8::..:4
05 PAVING ON SITE	
50160	12" Stabilized Fire Access Drive (LBR-40)(No Rock Base Or Asphalt Top Course)(On Site)	1,815.00 SY	$13.54	$24,575.10	
50160	12" Stabilized Subgrade (LBR40) (On-Site))(Subgrade	15,151.00 SY	$6.98	$105,753.98	
	To Be Left Down To Accept Volume Of Stabilizer To				
	With-In +/- .20')				
51010	6" Limerock Base (On-Site)	12,464.00 SY	$11.37	$141,715.68	
52100	I" Type SP-9.5 Asphalt (Bottom Lift) (On-Site)	12,371.00 SY	$ID.BO	$133,606.80	
55000	Striping & Signs (On-Site)(Paint)	I.OD LS	$25,489.09	$25,489.09	

01 MOBILIZATION & GENERAL CONDillONS

Site)

07 SANITARY SEWER

Total Price for above OS PAVING ON SITE Items: �-    -"$c4:.::3.::1,c1:.:4:.:0:::.6:::.5

70050	Dewater Sanitary (On-Site)
70505	B" PVC Gravity Sewer Main (0-6') (On-Site) 70510	8" PVC Gravity Sewer Main (6'-8') (On-Site) 70515A	8" PVC Gravity Sewer Main (8'-10') (On-Site) 70520A	8" PVC Gravity Sewer Main (10'-12') (On-Site) 70525	8" PVC Gravity Sewer Main (12'-14') (On-Site)
70530	8" PVC Gravity Sewer Main (14'-16') (On-Site)
71000	4' Diameter Manhole (0'-6') (On-Site)
71005	4' Diameter Manhole (6'-8') (On-Site)
71010	4' Diameter Manhole (8'-10') (On-Site)
71013	4' Diameter Manhole (10'-12') (On-Site)
71020	4' Diameter Manhole (12-14') {On-Site)
71025	S' Diameter Manhole (14-16') (On-Site)
71027	5' Diameter Manhole (14-16') (lined) (On-Site) 71500	Single Service (On-Site)
72000		Sanitary Lift Station (24.5' Deep)(Flygt 11 HP Pumps) (RTU)(No Generator)(Indudes Fence & Gate) (On-Site)

DO LS
938.00 LF 1,274.00 LF
672.00 lF
392.00 LF 
546.00 LF
224.00 LF
6.00 EACH
7.00 EACH
2.00 EACH I.DO EACH
3.00 EACH
1.00 EACH I.DO EACH
190.00 EACH I.DO LS

$63,186.62
$17.69
$19.33
$20.96
$27.94
$36.37
$75.85
$3,688.44
$4,567.03
$5,484.13
$6,518.13
$7,400.85
$15,167.23
$17,946.83
$877.56
$285,607.45

$63,186.62
$ 16,593.22
$24,626.42
$14,085.12
$10,952.48
$19,858.02
$16,990.40
$22,130.64
$31,969.21
$10,968.26
$6,518.13
$22,202.55
$15,167.23
$17,946.83
$166,736.40
$285,607.45

73000	4" PVC Force Main (On-Site)	660.00	LF	$10.68	$7,048.80	
73010	6" DR-11 HOPE	BO.DO	LF	$22.30	$1,784.00	
73500	Fittings & Restraints (Forcemain)(On-Slte)	I.DO	LS	$7,418.21	$7,418.21	
73510	4" Plug Valve (On-Site)	I.OD EACH	$1,059.69	$1,059.69	
76000	Gravity Main Air Testing (On-Site)	4,046.00  lF	$1.50	$6,069.00	
76010	Gravity Main TV Testing (On-Site)	4,046.00  LF	$3.86	$15,617.56	
76050	Pressure Test Force Main (On-Site)	660,00  LF	$1.33	$877.80	
		Total Price for above 07 SANITARY SEWER	Items:	_,$:.:7;,8:::5,_,4:.:1:_4::..0::__:_4	
08 STORM SEWER	
80050	Dewater Storm (On-Site)	I.DO	LS	$84,563.33	$84,563.33	
80405	6" Underdrain At Curb Inlets (20 LF Each Side Only)	1,640.00	LF	$60.14	$98,629.60	
80800	12" HOPE 6'-10' Deep (On-Site)	1,400.00	LF	$22.20	$31,080.00	
80900	15" HOPE 6'-8' Deep (On-Site)	540.00	LF	$28.25	$15,255.00	

11/8/2018 10:28:09 AM	Page 4 of6

$31.35

Item #	Item Description	Estimated Quantity	Unit	Unit Price	Total Price	
80910	15" RCP 0'-6' Deep (On-Site)	248.00	LF	$29.98	$7,435.04	
80920	15" RCP 6'-10' Deep (On-Site)	320.00	LF		$10,032.00	
81030	18" RCP 6'-10' Deep (Entry Road)	3 12.00	LF	$35.18	$10,976.16	
8[130	24" RCP 6'-10' Deep (On-Site}	592.00	LF	$51.22	$30,322.24	
81210	30" RCP 0'-8' Deep (On-Site)	1,016.00	LF	$60.91	$61,884.56	
81310	36" RCP 6'-10' Deep (On-Site)	904.00	LF	$80.55	$72,817_20	
81320	36" RCP 10'-16' Deep (On-Site)	168.00	LF	$111.47	$18,726.96	
81410	42" RCP 10'-12' Deep (On-Site)	200.00	LF	$1 12.96	$22,592.00	
81420	42" RCP 12'-14' Deep (On-Site)	176.00	LF	$145.45	$25,599.20	
81430	42" RCP 14'-16' Deep (On-Site)	200.00	LF	$ 151.34	$30,268.00	
81510	48" RCP 0'-8' Deep (On-Site)	32.00	LF	$131.11	$4,195.52	
81750	38" X 60" RCP 6'-10' Deep (On-Site)	416.00	LF	$225.85	$93,953.60	
83040	Control Structure (On Site}	LOO	EACH	$7,164.55	$7,164.55	
83500	Type "A" Curb Inlet (On-Site)	27.00	EACH	$5,593.89	$151,035.03	
84010	Type J-1 Storm Manhole (On-Site)	12.00	EACH		$S2,985.28	
84200	lS" MES (On Site)	1.00	EACH	$1,267.60	$1,267.60	
84204	18" MES (On-Site)	LOO	EACH	$1,52S.21	$1,525.21	
84218	30" MES (On Site)	1.00	EACH	$2,853.51	$2,853.51	
84222	30" Headwall (Index 250)	2.00	EACH	$2,854.91	$5,709.82	
84230	42" MES (On-Site)	3.00	EACH	$6,039.08	$18,117.24	
84232	48" MES (On-Site)	1.00	EACH	$7,660.62	$7,660.62	
84235	38" X 60" MES (On-Site)	LOO	EACH	$4,546.68	$4,546.68	
84500	Yard Drain (On-Site)	l4.00	EACH	$832.39	$11,6S3.46	
86010	Clean, Flush & TV (On-Site)	6,400.00	LF	$3.86	$24,704.00	

Total Price for above 08 STORM SEWER Items: 	$907,553.41

90S10	2" PVC Watermatn (On-Site}	100.00 LF	$5.G7	$507.00	
90520	4" PVC Watermain (On-Site)	280.00 LF	$12.98	$3,634.40	
90810	8" PVC Waterma(n (On-Site)	440.00 LF 	$32.36	$14,238.40	
91010	10" PVC Watermain (On-Site)	3,440.00 LF	$39.66	$136,430.40	
91110	12" DR-11 (On-Site)	240.00 LF	$63.61	$15,266.40	
92000	Fire Hydrant Assembly (On-Site)	12.00 EACH	$4,522.17	$54,266.04	
92500	Fittings & Restraints - Water (On-Site)	1.00 LS	$55,547.66	$55,S47,66	
92560	10" Gate Va!ve (On-Site)	7.00 EACH	$3,432.22	$24,025.54	
92565	2" Blow Off Valve (On-Site)	2.00 EACH	$644.01	$1,288.02	
92570	Air Release Valve (On-Site)	1.00 EACH	$3,954.62	$3,954.62	
92S75	2" flushing Hydrant Assemb(y (On-Site)	2.00 EACH	$5,003.50	$10,007.00	
93020	Double Service {On-Site)	95.00 EACH	$412.65	$39,201.75	
93030	Water Service To U� Station (On Site)	1.00 EACH	$1,347.95	$1,347.95	
	1" Dry Une W!th Sleeve To Telemetry Base (On-Site)	1.00 EACH	$1,279.18	$1,279.18	
96010	Temp Jumper (On-Site)	1.00 EACH	$1,426.34	$1,426-34	
96020	Sample Point (On-Site)	6.00 EACH	$447.64	$2,685.84	
96030	Test And Chlorinate (On-Site)	4,320.00 LF	$1.20	$5, 184.00	

09 WATER SYSTEM

Total Price for above 09 WATER SYSTEM Items: 	$370,290.54

CONCRETE WORK
1 10510	Type  "C" Curb (On-Site)	839.00  LF	$18.00	$1S,102,00

110540	2' Miami Curb (On-Site)	7,281.00 LF	$17.67	$128,6SS.27	
1 10550	VaUey Gutter (On-Site)	219.00 LF	$28.28	$6,193.32	
111030	4" Thick Sidewalk Variable Width (Non Re-enforced) (On

	1,447.00 SY	$45.12	$65,288.64	

110520	Type  "D" Curb (Trench Curb)	60.00  LF	$32.13	$1,927.80

Site)
111500		Handicap  Ramp W/ Detectable Warni!'\g  {5' Wide) (On-	11.00 EACH	$1, 156.84	$ 12,725.24 Site)
112010	6" Thick lift Station Driveway (Non Re-enforced) {On-	388.00 SY	$60.41	$23,439.08
Site)
112050	6"  Thick  Uft Station Yard Concrete (Non Re-enforced)	1,524.00 SY	$60.41	$92,064.84
Total Price for above 11 CONCRETE WORK Uems: 	$345,396.19

ll/8/2018 10;2S:09 AM	Page 5 of6

Item #	Item Description
GRASSING

120020	Sod Pond Slopes (From Storm Installation)(Bahia) (On-	2,500.00 SY	$3.21	$8,025.00	
120030	Sod 2 Strips Behind Curbs (On-Site)	2,474.00 SY	$3.21	$7,941.54	
		Total Price forabove 12 GRASSING Items:	$27,418.25	
		Total Price for above On-Site Items:	$3,499,930.28	
		Total Bid Price:	$5,736,512.00	

120010	Seed & Mulch ROW & Disturbed Areas (On-Site) Site)

Estimated Quantity Unit

36,941.00 SY

Unit Price

$0.31

Total Price

$11,451.71

Payment Terms:
Payment terms are net 30 days. Overdue amounts will collect interest at 18% APR. Customer agrees to pay any attorney fees associated with collecting unpaid amounts.

ACCEPTED:
The above prices, specifications and conditions are satisfactory and are hereby accepted.

CONFIRMED:
Jon M. Hall Company

Buyer:	 			_	_	_		
Signature:	_	 		_		_	Authorized Signature:	

Date of Acceptance: -	-	-

11/8/2018 10:28:09 AM

Estimator: Jeff Lyle
407-215-0410 jly!e@jonmhallcompany.com

Page 6 of 6

EXH I B IT E

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J)	
DESCRIPTION
1. MOBILIZATION Mobilization General Conditions
Project Management & Project Supervision
Demobilization	QTY

1
1
1
1	UNIT

Ls Ls Ls
Ls	UNIT PRICE

$	67,500.00

$	237,600.00
$	5,760.00	AMOUNT

$	67,500.00
$	-
$	237,600.00
$	5,760.00	
Clean up & Maintenance		1	Ls		$	-	
Surveying and Stakeout
MOBILIZATION TOTAL	1	Ls	$	104,480.00	$	104,480.00
$	415,340.00	

2. MAINENTANCE OF TRAFFIC					
Maintenance Of Traffic		Ls	$	1.00	$	6,960.00	
Construction Entrance & Maintainance
MAINTENANCE OF TRAFFIC TOTAL		Ls	$	1.00	$	3,420.00
$	10,380.00	

3. PREVENTION OF EROSION AND WATER POLLUTION				
Prevention, Control, and Abatement of Erosion & Water Pollution	1	Ls	$	9,000.00	$	9,000.00	
Coir Bales	47	Ea	$	680.00	$	31,960.00	
Gravel and Wire Sediment Filter	3	Ea	$	1,440.00	$	4,320.00	
Tree Fencing	LI		$	-	
Floating Turbidity Barrier	730	LI	$	11.95	$	8,723.50	
Filter Barrier	15,175	LI	$	2.00	$	30,350.00	
PREVENTION OF EROSION AND WATER POLLUTION TOTAL			$	84,353.50	

4. STORM WATER POLLUTION PREVENTION PLAN					
Storm Water Pollution Prevention Plan	1	Ls	$	1,920.00	$	1,920.00	
Npdes Monitoring	1	Ls	$	9,000.00	$	9,000.00	
STORM WATER POLLUTION PREVENTION PLAN TOTAL				$	10,920.00	

5. PAYMENT & PERFORMANCE BOND	
Payment & Performance Bond	1	EA	$	97,095.00	$	97,095.00	
PAYMENTAND PERFORMANCE BONDS TOTAL				$	97,095.00	

6 EARTHWORKS
Hauling of Fill from Smfs	Ls	$	-
Placement of Fill from Smfs	Ls	$	-
Storm Water Mgm't Fae. (Smf) Excavation Cut, Fill, Balance	Cy	$	-
Compaction For Fill Placed From Smfs To lots	$	-
Site Cut, Fill, Balance & Stripped Material	Cy	$	-
Fine Grade Lots	82,886	Sy	$	0.55  $	45,587.30

Fine Grade R/W	15,440

$	0.60  $	9,264.00

Finish Grade Smfs Slopes	30,220	Sy	$	0.55  $	16,621.00
Fine Grade Dist. Areas	30,078	Sy	$	0.50  $	15,039.00
EARTHWORKS TOTAL	$	86,511.30

7. STORM WATER MANAGEMENT FACILITIES 10 & 10A						-	
Hauling of FIii from Smfs					Cy		$	-	
Placement of Fill from Smfs					Cy		$	
Dewatering			1	Ls	$	70,200.00	$	70,200.00	
Storm Water Mgm't Fae. (Smf) Excavation Cut, Fill, Balance
STORM WATER MANAGEMENT FACILITIES 10 & 10A	35,295	Cy	$	1.50	$	52,942.50
$	123,142.50	

8, NEIGHBORHOOD GRADING AS-BUILTS
Neighborhood Grading Asbuilts	1	Ea	$	9,000.00 $	9,000.00
NEIGHBORHOOD GRADING AS-BUILTS TOTAL	$	9,000.00

9. PAVING CURB & GUTTER 12" Stabilized Subgrade LBR 40	
22,334	Sy	
$	10.95	
$	244,557.30	
8" limerock Base LBR 100 - 98% Max Density Mod Proctor	4,832	Sy	$	20.15	$	97,364.80	

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill {J)	
DESCRIPTION	QTY	UNIT	UNIT PRICE	AMOUNT	
6" Limerock Base LBR 100 - 98% Max"Density Mod Proctor	12,350		$	14.20	$	175,370.00	
Asphaltic Concrete Paving (1" 12.5 Super Pave 1st lift Only)	12,350	Sy	$	7.60	$	93,860.00	
Aspha!tic Concrete Paving (1-1/2" 12.5 Super Pave 1st Lift Only)	4,832	Sy	$	9.50	$	45,904.00	
Aspha!tic Concrete Paving Section - Multi-Path (1-9.5 Super Pave)		Sy	$	-	
Concrete Path	13,31S	Sy	$	6.80	$	90,542.00	
Miami Curb And Gutter		LI	$	15.60	$	121,664.40	
Standard Curb And Gutter	2,285	LI	$	16.80	$	38,388.00	
Type "C" Curb And Gutter
Header Curb And Gutter	1,345	LI
LI	$	16.80	$	22,596-.00
$	
Valley Gutter
12' Stabllized Fire Access Drive Concrete Valley Gutter	230
1,975	LI
Sy
LI	$	18.00
$	10.95	$	4,140.00
$	21,626.25
$	-	
Bike Rack		5
1,000	Ea
LI	$	4,200.00
$	15.30	$	21,000.00
$	15,300.00	
Ribbon Curb							
FOOTType F Curb and Gutter		2,265	LI	$	16.75	$	37,938.75	
PAVING CURB & GUTTER TOTAL			$	1,030,251.50	

7,799

10. COMMON AREASIDEWALKS
Common Area Sidewalk
ADA Curb Ramps with Detectable Warnings
COMMON AREA SIDEWALKS TOTAL	
1,878	
Sy
Ea			
			$	40.50	$	76,059.00	
			$	1,260.00	$	17,640.00	
			$	93,699.00	

11. SIGNAGE AND MARKINGS
Keep Right Sign R4-7
Pedestrian Crossing Ahead Sign W11�2 & W16-9P Roundabout Warning Sign 22-6 W16-17P
Stop / Street Name Combo Sign Speed Limit Sign R2-1
Temporary 18" x 18n End of Road Markers
Street Name Sign
Reuse Warning Signs (locations to be determined) 24" White Stop Bar
12" White Crosswalk Stripings (per intersection)
Special Emphasis Pedestrian Crosswalk (per intersection) Fire Access Sign
End Sign (Fire Lane)

2
8
2
11
3
17
11
7
9
6
1
20
20

Ea

Ea

Ea

Ea

Ea

Ea

Ea

Ea

Ea

Ea

Ea

Ea

Ea

$
$
$
$
$
$
$
$
$
$
$
$

$	580.00
315.00  $	2,520.00
315.00 $	630.00
625,00  $	6,875.00
230.00  $	 	690.00 
195.00  $	3,315.00
225.00  $	2,475.00
315.00  $	 	2,205.00 
695.00  $	6,255.00
510.00  $	3,060.00
695.00  $	695.00
450.00  $	9,000.00
354.00  $	7,080,00

290.00

$

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES · PART Ill (J)

DESCRIPTION
White Striping
Double Yellow Striping

11

Right Lane Must Turn Right Sign R3-7R	
6 White Solid Handicap Parking Sign
Parking Space Striping (each space} left Lane Ends Sign R4-2L
Left Lane Must Turn Left Si�n R3-71 Compact Parking Sign
Bi Directional Yellow with Rpms
SIGNAGE AND MARKINGS TOTAL

12. STORM DRAINAGE COLLECTION AND CONVEYANCE SYSTEM
12" Ads Pipe

12" HP Pipe	1,646	Lf	$	39.55	$	65,099.30	
15" HP Pipe	260	Lf	$	42.85	$	11,141.00	

15" Ads Pipe

QTY	UNIT	UNIT PRICE

s

1	Ea	3,840.00  $
1	Ea	$	1,800.00  $
1	Ea	$	330.00  $
11,000	Lf	$	1.14  $
3	Ea	$	570.00  $
3	Ea	$	570.00  $
1	Ea	$	342.00  $
1	Ea	$	390.00  $
Ea	$
4,500	Lf	$	0.65  $
$

Lf	$
Lf	$

AMOUNT
3,840.00
1,800.00
330.00
12,540.00
1,710.00
1,710.00
342.00

-

390.00

2,925.00
70,967.00

-
-

15" RCP
18" RCP
24" RCP
30" RCP
36" RCP
42" RCP
48" RCP
12" Mes
15" Mes
24" Mes
30" Mes

42" Mes	2	Ea	$	2,580.00	$	
48" Mes	1	Ea	$	3,730.00	$	
Type C Inlet			Ea		$	

36" Mes

Type J-1 Mh	6	Ea	$	3,750.00	$	22,500.00	
Type J-lA Mh	4	Ea	$	3,750.00	$	15,000.00	
Type J-lB Mh	2	Ea	$	3,750.00	$	7,500.00	
Type J-lC Mh	1	Ea	$	3,750.00		

_Type E Inlet

1,056	Lf	$	44.55  $
648	Lf	$	so.so $
1,016	Lf	$	63.15  $
732	Lf	$	78.90  $
1,064	Lf	$	100.05 $
610	Lf	$	120.75  $
60	Lf	$	150.05  $
1	Ea	$	695.00  $
2	Ea	$	755.00  $
Ea	$
1	Ea	$	2,230.00     $
Ea	$

Ea	$

47,044.80
32,724.00
64,160.40
57,754.80
106,453.20
73,657.50
9,003.00
695.00

-

1,510.00

2,230.00
- 5,160.00

-

3,730.00

-

Type J-10 Mh
Type J-lE Mh	 Type J-lf Mh
Type J-1 Mh
Single Curb Inlet 4' ID - Type A Single Curb Inlet 5' !D - Type A Single Curb Inlet 6' ID - Type A Double Curb Inlet 6' ID - Type B Triple Curb Inlet 5' ID
Modified C Inlet Yard Drain (Nyloplast) Dispersion Basin
Control Structure CS�l (Mod H Inlet) Valley Gutter Inlet

Storm Sewer Type B Inlet 30" Headwall
Storm Sewer Testing (Video}
STORM DRAINAGE COLLECTION AND CONVEYANCE SYSTEM TOTAL

13, ROADWAY UNDERDRAIN TYPES A & B
Type A Underdrain

$
Ea	$
Ea	$
Ea	$
Ea	$
19	Ea	$	4,560.00 $
7	Ea	$	9,075.00  $
3	Ea	$	7,665.00  $
2	Ea	$	12,515.00  $
Ea	$
Ea	$
15	Ea	$	3,175.00  $
Sy	$
1	Ea	$	8,225.00  $

38" X 60" ERCP Pipe	422	Lf	$	275.00	$	116,050.00	
38" x 60" MES	1	Lf	$	3,875.00		

Ea	$

$
Ea	$
2	Lf	$	3,960.00 $
1	Lf	$	31,560.00 $
$

620	Lf	$	22.70 $

3,750.00

-

-
-
- 86,640.00
63,525.00
22,995.00
25,030.00
-
- 47,625.00
-
8,225.00

-

- 3,875.00
7,920.00
31,560.00
942,558.00

14,074.00

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J)	

Type B Underdrain	DESCRIPTION
 		QTY	UNIT	UNIT PRICE
lf	AMOUNT
$	-	
Roadway Underdrain				Lf	$	-	
Underdraln Clean-Out	20	Ea	$	645.00	$	12,900.00	
ROADWAY UNDERDRAIN TYPES A & B TOTAL			$	26,974.00	

PAVING & DRAINAGE A5-BUILTS
_i�':.i_!,lg & Drainage Asbuilts	1	Ea	$	9,000.00    $	9,000.00
PAVING & DRAINAGE AS-BUILTS TOTAL	$	9,000.00
WATER TRANSMISSION & DISTRIBUTION SYSTEM (SJCUD)
2" Hpde Cts (Sdr 9)	Lf	$	-
4" Pvc (0r18)	400	Lf	$	11.20  $	4,480.00
41"1 Hdpe (Sdr 11)	Lf	$	-
6 Pvc {Dr18)	Lf	$	--
6" Hdpe (5dr 11)	Lf	$
8" Pvc (Dr18)	440	lf	$	22.45   $	9,878.00
8" Hdpe (Sdr 11)	lf	$	-
10" Pvc (Dr18)	7,498	Lf	$	28.50  $	213,693.00
10" Hdpe (Sdr 11)	1,615	Lf	$	70.80   $	114,342.00
12" Pvc (Dr18)	Lf	$	-
12" Hdpe (Sdr 11)	lf	$	-
12" Hdpe (Sdr 11)	Lf	$	-
16" Hdpe (Sdr 11)	Lf	$	-
4" Gate Valve	Ea	$	-
611 Gate Valve	Ea	$	-
8" Gate Valve	2	Ea	$	1,455.00  $	2,910.00
10" Gate Valve	19	Ea	$	2,145.00  $	40,755.00
12" Gate Valve	Ea	$	-

-

10" x 8" Cross	Ea	$	-
12" Cross	Ea	$	-

-

4" Tee	Ea	$

8

Tee	Ea	$

6"11 Tee	Ea	$	-

11

8" x 10

4° Tee	Ea	$
x 8" Tee	Ea	$	 	-	

10" x 6" Tee	Ea	$
1211 Tee	Ea	$	 	-	
4" 11.25 Bend	2	Ea	$	265.00  $	530.00
4" 22.5 Bend	8	Ea	$	260.00  $	2,080.00
4" 45 Bend	Ea	$	-
6" 11.25 Bend	Ea	$	 	-	

-

611 45 Bend	Ea	$	-

6" 22.S Bend	Ea	$	-

-

8" 11.25 Bend	Ea	$
8" 22.5 Bend	Ea	$
8" 45 Bend	Ea	$	-
10" 11.25 Bend	44	Ea	$	535.00  $	23,540.00
10" 22.5 Bend	4	Ea	$	535.00  $	2,140.00

10" 45 Bend

Ea	$	535.00  $	7,490-.00

12" 22.5 Bend	Ea	$	-

12" 11.25 Bend	Ea	$
12" 45 Bend	Ea	$	-
4" Cap Tapped 2"	2	Ea	$	335.00  $	670.00

11	-

6" x 411 Reducer	Ea	$	-
8" x 6 Reducer	Ea	$
8° x 411 Reducer	1	Ea	$	325.00  $	325.00
10" x B" Reducer	1	Ea	$	435.00   $	435-.00
12" x 10" Reducer	Ea	$

11	-

12" x 611 Reducer	Ea	$
8  Plug	Ea	$

	MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
BEACON LAKE TOWNHOMES · SCHEDULE OF VALUES · PART Ill (J)	
	DESCRIPTION	QTY	UNIT	UNIT PRICE	AMOUNT	
10" Plug	1	Ea	$	280.00  $	280.00	
12" Plug	Ea	$	.	
Fire Hydrant Assembly	13	Ea	$	4,540.00  $	59,020.00	
Single Water Service	Ea	$	.	
Double Water Service	Ea	$	1,225.00  $	120,050.00	
   lift Station Water Service	2	Ea
Air Relief Valve	9	Ea	$
$	1,840.00    $	3,680.00
5,215.00  $	 46,935.00 
1,835.00  $	5,505.00
565.00  $	6,215.00	
2" Flushing Hydrant Assy.	3	Ea
Bacteriological Sample Point	11	Ea	$
$		
Misc Fittings Potable Water	1	Ls	$	23,385.00  $	23,385.00	
Testing Potable Water	1	Ls	$	26,440.00  $	26,440.00	
Locate Wire Potable Water	Lf	$	0.95  $	9,455.35	
WATERTRANSMISSION & DISTRIBUTION SYSTEM (SJCUD) TOTAL	$	724,233.35	

0/6 8" Pvc (Sdr 26) San	1,126	Lf	$	36.95	$	41,605.70	
6/8 8" Pvc (Sdr 26) San	1,216	LI	$	38.85	$	47,241.60	
8/10 8" Pvc (Sdr 26) San	820	Lf	$	41.40	$	33,948.00	
10/12 8" Pvc (Sdr 26) San	322	Lf	$	44.95	$	14,473.90	
12/14 8" Pvc (Sdr 26) San	364	Lf	$	50.30	$	18,309.20	
14/16 8" Pvc (Sdr 26) San	160	Lf	$	59.30	$	9,488.00	
8/10 10" Pvc (Sdr 26) San		Lf		$	.	
10/12 10" Pvc (Sdr 26) San		Lf		$	.	
12/14 10" Pvc (Sdr 26) San		Lf		$	.	
14/16 10" Pvc (Sdr 26) San		Lf		$	.
$	.	
0/6 San Mh • Type A	2	Ea	$	3,350.00	$	6,700,00	
0/6 San Mh - Type A W/ Liner	4	Ea	$	6,865.00	$	27,460.00	
6/8 San Manhole	6	Ea	$	3,820.00	$	22,920.00	
6/8 San Mh Type A W/ Liner	1	Ea	$	7,755.00	$	7,755.00	
8/10 San Mh Type A	1	Ea	$	4,550.00	$	4,550.00	
8/10 San Mh Type A W/ Liner
10/12 San Mh Type A	1	Ea
Ea	$	11,020.00	$	11,020.00
$	.	
10/12 San Mh Type A W/ Liner		1	Ea	$	5,290.00	$	5,290.00	
10/12 San Mh Type A W/ Liner (Drop Mh Type A)				Ea		$	-	
12/14 San Mh Type A				3	Ea	$	6,415.00	$	19,245.00	
12/14 San Mh Type A W/ Liner					Ea		$	.	
12/14 San Mh Type A W/ Liner (Drop Mh Type A)
14/16 San Mh Type A W/ Liner	
1	Ea
Ea	
$	11,275.00	$	.
$	11,275.00	
14/16 Sewer Mh Type 8 W/ liner	1	Ea	$	14,745.00	$	14,745.00	

GRAVITY SANITARY SEWER COLLECTION SYSTEM (SJCUD)

16/18 10" Pvc (Sdr 26) San	Lf

Sanitary Asbuilts	Ls	$	.
Single Service San	196	Ea	$	1,195.00	$	234,220.00	
Testing (Video, Lamping) San	4,008	Ls	$	4.40	$	17,635.20	
GRAVITY SANITARY SEWER COLLECTION SYSTEM (SJCUD) TOTAL			$	547,881.60	
17. REUSE DISTRIBUTION SYSTEM (SJCUD)									
2" Hpde Cts (Sdr 9)	LI	$	.	
4u Pvc (Dr18)	Lf	$	.	
4" Hdpe (Sdr 11)	Lf	$	.	
6" Pvc (Dr18)	Lf	$	.	
6" Hdpe (Sdr 11)	Lf	$	.	
8" Pvc (Dr18)	Lf	$	.	
8" Hdpe (Sdr 11)						Lf		$	
10" Pvc (Dr18}	4,430	Lf	$	29.95	$	132,678.50	
10" Hdpe (Sdr 11)	787	Lf	$	72.60	$	57,136.20	
12" Pvc (Dr18)		Lf		$	.	
12" Hdpe (Sdr 11)		Lf		$	.	
12" Hdpe (Sdr 11)		Lf		$	.	
16" Hdpe (Sdr 11)		Lf		$	.	
4" Gate Valve		Ea		$	.	

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill {J)
DESCRIPTION	QTY	UNIT	UNIT PRICE	AMOUNT

-

6" Gate Valve	Ea	$	-
8" Gate Valve	Ea	$
10" Gate Valve	12	Ea	$	2,145.00   $	25,740.00
12" Gate Valve	Ea	$	-
10" x 8" Cross	Ea	$	-

-

12" Cross	Ea	$	-
4" Tee	Ea	$	-
6" Tee	Ea	$
8" Tee	Ea	$	-
8" x 4" Tee	Ea	$
10" x 8" Tee	Ea	$	-
10" x 6" Tee	Ea	$	-

-

12" x 10" Tee	Ea	$
12" Tee	Ea	$

-

4" 11.25 Bend	Ea	$

-

4" 22.5 Bend	Ea	$
4" 45 Bend	Ea	$
6" 11.25 Bend	Ea	$	-
6" 22.S Bend	Ea	$	-
6" 45 Bend	Ea	$	-

 	-	

8" 11.25 Bend	Ea	$
8" 22.S Bend	Ea	$
8" 45 Bend	Ea	$	-
10" 11.25 Bend	20	Ea	$	425.00  $	8,500.00
10" 22.5 Bend	Ea	$	-
10" 45 Bend	11	Ea	$	535.00  $	5,885.00

-

12" 11.25 Bend	Ea	$	-
12" 22.5 Bend	Ea	$
12" 45 Bend	1	Ea	$	620.00  $ 	620.00 

u	--

10" Cap Tapped 2"	2	Ea	$	305.00  $	 	610.00 
6" x 4 Reducer	Ea	$

8" x 4" Reducer	Ea	$	-

8" x 6" Reducer	Ea	$	-

-

10" x 8" Reducer	Ea	$
12" x 10" Reducer	Ea	$
12° x 6" Reducer	Ea	$	-

11	-

8" Plug	Ea	$	-
10 Plug	Ea	$	-
12" Plug	Ea	$
Single Reuse Service	Ea	$	-
Double Reuse Service	Ea	$	-
2" Flushing Hydrant Assy.	2	Ea	$	1,555.00  $	3,110.00
Air Relief Valve	 7	Ea	$	5,005.00  $	35,035.00 
Misc. Reuse Fittings	1	 	Ls	$	10,890.00  $	10,890.00 
Locate Wire - Reuse		5,217	Lf	$		1.85   $	9,651.45 Testing Reuse Water			1	Ls	$	6,930.00   $	6,930.00 REUSE DISTRIBUTION SYSTEM (SJCUD) TOTAL						$			296,786.15
LIFT STATION (SJCUD)
Lift Station SJCUD Standard	1	LS	$    343,635.00   $	343,635.00 
LIFT STATION (SJCUD) TOTAL	 	$	343,635.00

FORCE MAIN (SJCUD)
4" Pvc (Dr18)	2,505	Lf	$	10.55  $	26,427.75

4" Hdpe (5dr 11)	

Lf	$	33.80  $	22,815.00

6" Pvc (Dr18)		Lf	$	-
6" Hdpe (Sdr 11)	Lf	$	-

-

8" Hdpe (5dr 11)	Lf	$	-
10" Hdpe (5dr 11)	Lf	$
4" Gate Valve	3	Ea	$	880.00  $	2,640.00

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J)
DESCRIPTION	QTY	UNIT	UNIT PRICE	AMOUNT
6" Gate Valve	Ea	$	--

-

8" Gate Valve	Ea	$

-

10" Gate Valve	Ea	$

-

12" Gate Valve	Ea	$

-

10" x 8" Cross	Ea	$

-

    12" Cross		Ea	$
    4" Tee		Ea	$
    6" Tee		Ea	$	-
    8" Tee		Ea	$	-
    8" x 4" Tee			Ea			$		- 4" 11.25 Bend		9	Ea	$	390.00   $	3,510.00
4" 22.5 Bend	22	Ea	$	395.00   $	8,690.00
4" 45 Bend	4	Ea	$	395.00  $	1,580.00
4" 90 Bend		2	Ea	$	395.00   $	790.00
6" 11.25 Bend	Ea	$	-
6" 22.5 Bend	Ea	$	-

8" 11.25 Bend	Ea	$	--

6" 45 Bend	Ea	$	-
   8" 22.5 Bend		Ea	$	-

Ea

    8" 45 Bend		$

Ea

6" x 4° Reducer	$	-

Ea

Ea

-

8" x 6" Reducer	$	-

$

.
    8" x 4" Reducer	

$	15,415.00

Ea

8" Plug	$	-

Ls

    Air Release Valve		6

$	92,490.00

9.55

    Misc Fittings Force Main		1	Ls	$	4,205.00    $	4,205.00
    Testing Force Main	 			1		Ls	$	6,690.00   $	6,690.00 locate Wire Force Main			3,180	LI	$		1.15   $	3,657.00 FORCE MAIN (SJCUD) TOTAL					$		173,494.75

WATER, SEWER & REUSE AS-BUILTS (SJCUD)	i
Water, Sewer & Reuse Asbuilts	1	Ea	$	8,280.00   $	8,280.00

21. SODDING		
Sod 2' Back Of Curb		 		3,805 Sod Smfs Slopes / Top/ Backslope	 		11,898 Sod Slopes steeperthan 4:1			18,322
Sod (Genera! Areas}	1,975
SODDING TOTAL	

WATER, SEWER & REUSE AS-BUILTS (SJCUD) TOTAL	$	8,280.00

Sy	$	2.60   $	9,893.00
Sy	$	2.60   $	30,934.80
Sy	$	2.60  $	 	47,637.20 
Sy	$	2.60  $	 	5,135.00

30,080
82,886
15,440	
TOTAL		

$	93,600.00

22. SEEDING AND MULCHING
Seed & Mulch Disturbed Areas		
Sy	
$	0.25	
$	7,520.00	
Seed & Mulch Lots		Sy	$	0.25	$	20,721.50	
Seed & Mulch R/W		Sy	$	0,25	$	3,860.00	
SEEDING AND MULCHING				$	32,101.50	

23. IRRIGATION SLEEVES, CATV CONDUIT & AS-BUILTS					
2" SCH 40 Pvc materials and installation	1,000	LI	$	7.50	$	7,500.00	
3" SCH 40 Pvc materials and installation	1,000	LI	$	8.85	$	8,850.00	
4" SCH 40 Pvc materials and installation	1,000	LI	$	$	 	9,550.00	
6" SCH 40 Pvc materials and installation	 	1,000	LI	$	12.95    $	12,950.00	
8" SCH 40 Pvc materials and installation	1,000	LI	$	15.50	$	15,500.00	
2" SCH 40 Pvc materials and installation	 	1,000	Lf		$	-	
2" SCH 40 Pvc materials and installation	 	1,000	Lf  	$	-
3" SCH 40 Pvc Installation only	1,000	Lf	$	7.10    $	7,100.00	
4" SCH 40 Pvcinstallation only	1,000	LI	$	7.10	$	 	7,100.00	
6" SCH 40 Pvc Installation only	1,000	Lf	$	8.50	$	8,500.00	
8" SCH 40 Pvc installation on!y	1,000	LI	$	 8.50   $	8,500.00	
2" SCH 40 Pvc installation only	1,000	Lf         $	6.55   $	6,550.00	

MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT BEACON LAKE TOWNHOMES - SCHEDULE OF VALUES - PART Ill (J)

DESCRIPTION	QTY
Sleevi��Asbuilts		1
IRRIGATION SLEEVES, CATV CONDUIT & AS-BUILTS TOTAL

UNIT	UNIT PRICE
Ls	$	9,000.00 $
$

AMOUNT
9,000.00
101,100.00

24. RETAINING WALLS Retaining Wall 1' High Retaining Wall 2' High Retaining Wall 3' High Retaining Wall 4' High Retaining Wall 5' High Retaining Wall 6' High

Lf

Lf Lf Lf Lf

$
$

198.00
210.00

RETAINING WALL TOTAL

$
$
$
$
$
$
$
i s
$

- 10,500.00
146,940.00
 	236,808.00

108,570.00

-

OVERALL TOTAL

502,818,00
5,834,122.15 !

MISCELLANEOUS ITEMS
Clearing & Grubbing

Ac

-

1,196

186.00

$

790

175,00

$

Lf

60

EXH I B IT F

No. !

Meadow View at Twin Creeks Community Development District Beacon Lake Townhomes Civil Site Work - Bid Tabulation

EtmJob No. E 17-085�1	Date: November 15, 2018
Criteria	I	Hughes	Jon M Hall

 	Part l- Base Bid	
    1	Mobilization	$	415,340.00  $		451,597.21
    2	Maintenance OfTraffic	$	 	10,380.00  $	38,747.65
    3	Prevention, Control, & Abatement of Erosion / Water Pofl.	$		 84,353.50   $	23,907.53
    4	Storm Water Pollution Prevention Plan	$	10,920.00  $		8,322.83
5	Payment And Performance Bond	$	97,095.00  $	123,486.00
6	Earthworks	$	.	86,511.30  $	· 95,690.86
7	Storm Water Mgm't Fae 10-l0A	 	$	123,142.50  $	 2,550.00	
8	Neighborhood Grading Mass Grading Asbuilt	$		9,000.00   $			10,000.00 9	Paving, Curb and Gutter	s	1,030,251.50  $		777,654.68
10	Common Area Sidewalk	$	93,699.00  $	218,339.14
11	Signing and Marking	$	70,967.00   $	36,305.57
12	Storm Drainage Collection	$	942,558.00  $	1,019,162.89
Roadway Underdrain {Types A&B)	$	26,974.00	No Bid	
Paving and Drainage Asbuilts	$	9,000.00    $ ·, . .	10,000.00
Water Transmission and Distribution System	$	724,233.35   $	764,649.75
   16	Gravity Sanitary Sewer Collection System	s	547,881.60   s	483,402.09 Reuse Distribution System	s	296,786.15   s	412,676.20
   18	Lift Station (SJCUD)		$	343,635.00  $	401,111.37
 	Force Main {SJCUD)		s	173,494.75   $	201,286.32
Water, Sewer & Reuse As Builts	s	8,280.00  $	10,000.00

$

93,600.00

$

Sodding
Seeding and Mulching

$

Irrigation Sleeves (CATV Conduit & Asbuilts)

s	 39,348.18

32,101.50

$	11,451.81

101,100.00

$	77,690.00

24	Retaining Walls	$	502,818.00 s	519,132.02
Base Propsal Summary (ltems 1-24)	$	5,834,122.15  $	5,736,512.10
25		Basis of Bid Underdrain times Unit Price	$		326,325.00 s		451,050.00 Total with Underdrain	$	6,160,447.15    s	6,187,562.10
Project Schedule Completion	January 21, 2020	July 5, 2019
8-Nov-18	439	239
25	Alternate Mobilization Reduction	No Bid	No Bid
Notes:
Jon M Hall- did not use Proposal summaryforms nor schedule ofvalues.
Numbers shown above are based on using schedule ofvalues and plugging them into each item as a comparison.
2 Jon Halt and Hughes Brothers left out one main component - Underdrain as a basis of Bid. They only include stubouts at inlet structures
3. Underdrain Basis of Bid - 5000 Lf Type A and 2500 lfType B - Hall Unit Price $60.14, Hughes Unit Price+ cleanouts = $43.S1

EXH I B IT G

1920 Boothe Circle, Suite 230

JON M. HALL
C O M P A N Y

Phone: (407) 215-0410

Longwood, FL 32750 Fa,: {407) 215-0411

www.jonmhallcompany.com

To:	England-Thims & Miller, Inc.
Address:		14775 Old St. Augustine Road Jacksonville, FL 32258	Contact:	Scott Lockwood
Phone:	904-642-8990
Fax:	904-646-9485	
Project Name:	Beacon Lake Subdivision Phase 2 - SFR 266 Units 132 AC
Project Location:	CR 210 & Hwy 1, St. Johns County, FL	Bid Number:
Bid Date:	10/26/2018	

10100	Payment & Performance Bond	1.00 LS	$123,042.00	$123,042.00	
10300	Jobsite Facilities	1.00 LS	$11,675.97	$11,675.97	
10400	Traffic Control	1.00 LS	$5,611.90	$5,611.90	
10500	Supervision	1.00 LS	$110,451.15	$110,451.15	
10600	Geotechnica! Testing (By Others)	1.00 LS	$0.00	$0.00	
10710	Sleeving As-Builts	1.00 LS	$4,222.93	$4,222.93	
10710	Survey & As-Builts	1.00 LS	$98,996.91	$98,996.91	
10800	Mobilization	1.00 LS	$44,728.89	$44,728.89	
10904	Construction Entrance	1.00 EACH	$18,507.68	$18,507.68	
10910	Silt Fence	25,562.00 LF	$1.23	$31,441.26	
10920	SWPPP Permit & Monitoring	1.00 LS	$26,512.03	$26,512.03	
10940	Gravel & Wire Sediment Riter For Heavy Row Areas	5.00 EACH	$1,003.91	$5,019.55	
10950	Floating Turbidity Barrier	710.00 LF	$11.06	$7,852.60	
10955	Filter Barrier With Coir Bales	5,500.00 LF	$5.80	$31,900.00	
Total Priceforabove 01 MOBILIZATION &. GENERAL CONDITIONS Items:	$519,962.87	
02 CLEAR, GRUB &. STRIP		
20005	Tree Protection	3,000.00 LF	$10,740.00	
20010	Clear And Grub (Haul OffSite)	93.02 ACRE	$607,974.07	
20500	Stripping (Place On-Site)	31,890.00 BCY	$97,902.30	
Total Price for above 02 CLEAR, GRUB &. STRIP Items:	�$_7_16�,_6_16__3_7	
03 EARTHWORK		
30100	Dewatering	439,583.00 CY	$0.50	$219,791.50	
30500	Site Excavation (Cut To Fi!!)	1,333.00 BCY	$2.41	$3,212.53	
31000	Excavate & Grade Dispersion Basins (Includes Filter	890.00 BCY	$44.07	$39,222.30	
	Fabric & Filter Stone}				
31000	Pond Excavation (Cut To Fill}	439,583.00	BCY	$2.71	$1,191,269.93	
31500	Haul, Place, Grade And Compact On-Site Fill	158,967.00	LCY	$1.83	$290,909.61	
32510	Finegrade Pond(s}	23,075.00	SY	$1.11	$25,613.25	
32520	Backfill Curbs / Grade ROW (Subdiv)	24,533.00	SY	$0.65	$15,946.45	
32530	Finegrade Tracts & Easements	35,961.00	SY	$0.28	$10,069.08	
33000	Grade Lots	268.00	EACH	$167.16	$44,798.88	
33500	Rough Grade Pavement Box	38,498.00	SY	$0.62	$23,868.76	

Item #	Item Description	Estimated Quantity   Unit	Unit Price 01 MOBILIZATION &. GENERAL CONDITIONS

Total Price

05 PAVING ON SITE

51010	611 Limerock Base (Includes Multi-Use Path)	27,898.00 SY	$10.72	$299,066.56	
51040	8" Limerock Base	4,800.00 SY	$13.28	$63,744.00	
52000	1-1/2" Type SP 12.5 Asphalt (First Li�)(Heavy Duty)	4,800.00 SY	$12.22	$58,656.00	

50160	12" Stabilized Subgrade (LBR-40}(Includes Multi-Use Path)

Total Price for above 03 EARTHWORK Items:

35,375.00 SY	$7.05

$1,864,702.29

$249,393.75

10/25/2018 4:20:31 PM	Page 1 of 4

Item #	Item Description	Estimated Quantity	Unit	Unit Price	Total Price	
	(40% RAP)					
52100	2" Type SP 9.5 Asphalt (First Lift )(Regular Duty)(40%	27,513.00	SY		$262,474.02	
	RAP)					
52200	1" Type SP 9.5 Asphalt (Multi-Use Path)(40% RAP)	2,292.00	SY		$21,705.24	
55000	Striping & Signs (On-Site)(Does Not Include Any	1.00	l5	$26,822.05	$26,822.05	
	Wetland Conservation Signs)					
56060	2" SCH-40 PVC Installation Only	1,000.00	LF	$3.92	$3,920.00	
56060	2" SCH-40 PVC Materials And Installation	1,000.00	LF	$5.57	$5,570.00	
56060	2" SCH-40 PVC Materials And Installation	1,000.00	LF	$5.57	$5,570.00	
56060	2" SCH-40 PVC Materials And Installation	1,000.00	LF	$5.57	$5,570.00	
56080	3" SCH-40 PVC Installation Only	1,000.00	LF	$2.96	$2,960.00	
56080	3" SCH-40 PVC Materials And Installation	1,000.00	LF	$6.73	$6,730.00	
56080	4" SCH-40 PVC Installation Only	1,000.00	LF	$2.96	$2,960.00	
56080	4" SCH-40 PVC Materials And Installation	1,000,00	LF	$7.41	$7,410.00	
56090	6" SCH-40 PVC Installation Only	1,000.00	LF	$4.22	$4,220.00	
56090	6" SCH-40 PVC Materials And Installation	1,000.00	LF	$10.97	$10,970.00	
56090	8" SCH-40 PVC Installation Only	1,000.00	LF	$4.48	$4,480.00	
56090	8" SCH-40 PVC Materials And Installation	1,000.00	LF	$13.63	$13,630.00	

$9.54
$9.47

Total Priceforabove 05 PAVING  ON SITE Items:	$1,055,851.62
SANITARY SEWER
70050	Dewater Sanitary	1.00	l5	$102,760.07	$102,760.07	
70099	Connect To Existing 8" Forcemain	1.00	EACH	$983.12	$983.12	
70505	8" PVC Gravity Sewer Main (0-6')	1,078.00	LF	$17.03	$18,358.34	
70510	8" PVC Gravity Sewer Main (6'-8')	2,016.00	LF	$18.55	$37,396.80	
70515A	811 PVC Gravity Sewer Main (8'-10')	1,974.00	LF	$20.06	$39,598.44	
70520A	811 PVC Gravity Sewer Main (10'-12')	1,120.00	LF	$25.11	$28,123.20	
70525	8" PVC Gravity Sewer Main (12'-14')	784.00	LF	$32.39	$25,393.76	
70575	10" PVC Gravity Sewer Main (10'-121)	1,316.00	LF	$30.75	$40,467.00	
70580	10" PVC Gravity Sewer Main (12'-14')	1,274.00	LF	$35.12	$44,742.88	
70585	10" PVC Gravity Sewer Main (14'-16')	462.00	LF	$60.28	$27,849.36	
71000	4' Diameter Manhole (0'-6')	6.00	EACH	$3,644.57	$21,867.42	
71002	4' Diameter Manhole (D'-6') (Lined)	4.00	EACH	$5,628.19	$22,512.76	
71005	4' Diameter Manhole (6'-8')	10.00	EACH	$4,553.06	$45,530.60	
71005	4' Diameter Manhole (6'-8')(Lined)	2.00	EACH	$6,536.68	$13,073.36	
71010	4' Diameter Manhole (8'-10')	7.00	EACH	$5,401.85	$37,812.95	
71010	4' Diameter Manhole (8'-!0')(Lined)	2.00	EACH	$8,732.06	$17,464.12	
71013	4' Diameter Manhole (10'-12')	14.00	EACH	$6,387.37	$89,423 .18	
71015	4' Diameter Manhole (10'-12')(Lined)	1.00	EACH	$10,082.03	$10,082.03	
71024	5' Diameter Manhole (12'-14')	7.00	EACH	$6,529.16	$45,704.12	
71024	5' Diameter Manhole (12'-14')(Lined)	1.00	EACH	$11,457.58	$11,457.58	
71025	5' Diameter Manhole (14'-16')	3.00	EACH	$8,257.56	$24,772.68	
71500	Single Service	268.00	EACH	$889.20	$238,305.60	
72000	Sanitary Lift Station (24' Deep)(Flygt 23 HP Pumps)	1.00	l5	$287,072.66	$287,072.66	
	(Includes Fence & Gates)(RTU)(No Generator)					
73000	4" PVC Force Main	3,860,00	LF	$9.97	$38,484.20	
73005	6" HDPE SDR-11 Force Main	!OD.DO	LF	$31.86	$3,186.00	
73010	8" PVC DR-18 Force Main	900,00	LF	$16.92	$15,228.00	
73011	10" HDPE SDR-11 Force Main	40.00	LF	$64.52	$2,580.80	
73500	Rttings & Restraints (Forcemain)	1.00	l5	$19,983.51	$19,983.51	
73520	Air Release Valve	3.00	EACH	$8,118.32	$24,354.96	
76000	Gravity Main Alr Testing	10,024.00	LF	$1.25	$12,530.00	
76010	Gravity Main lV Testing	10,024.00	LF	$3.08	$30,873.92	
76050	Pressure Test Force Main	4,900.00	LF	$1.28	$6,272.00	
Total  Price for above 07 SANITARY SEWER Items:	$1,384,245.42
STORM SEWER
80050	Dewater Storm	1.00	l5	$64,882.09	$64,882.09	
80400	18" Edge Drain Behind Modified Type "P' Curb At	365.00	LF	$32.96	$12,030.40	
	Landscape Island Only					
80405	611 Underdrain At Curb Inlets (10 LF Each Side Only)	900.00	LF	$57.70	$51,930,00	
10/25/2018 4:20:31 PM	Page 2 of 4

Item #	Item Description	Estimated Quantity	Unit	Unit Price	Total Price	
80800	12" HPDE 6'-10' Deep	BO.DO	LF	$23.38	$1,870.40	
80900	15" HDPE 6'-10' Deep	140.00	LF	$27.58	$3,861.20	
80910	15" RCP 0'-6' Deep	296.00	LF	$29.09	$8,610.64	
80920	15" RCP 6'-10' Deep	104.00	LF	$30.48	$3,169.92	
81010	18" RCP 0'-6' Deep	944.00	LF	$32,89	$31,048.16	
81030	18" RCP 6'-10' Deep	392.00	LF	$34.63	$13,574.96	
81050	18" RCP 10'-12' Deep	400.00	LF	$38.82	$15,528.00	
81060	18" RCP 12'-16' Deep	128.00	LF	$20.91	$2,676.48	
81110	24" RCP 0'-6' Deep	248.00	LF	$47.64	$11,814.72	
81130	24" RCP 6'·10' Deep	232.00	LF	$48.94	$11,354.08	
81140	24" RCP 10'·12' Deep	96.00	LF	$53.21	$5,108.16	
81210	30" RCP 6'-10' Deep	1,288.00	LF	$59.12	$76,146.56	
81240	30" RCP 10'-14' Deep	424.00	LF	$61.03	$25,876.72	
81310	36" RCP 6'-10' Deep	872.00	LF	$79.16	$69,027.52	
81320	36" RCP 10'-16' Deep	1,320.00	LF	$82.32	$108,662.40	
81410	42" RCP 6'-10' Deep	1,008.00	LF	$106.50	$107,352.00	
81520	48" RCP B'·10' Deep	112.00	LF	$134.71	$15,087.52	
83000	Type "C" Inlet (With Galvanized Bars On Both Sides Of	5.00	EACH	$2,660.18	$13,300.90	
	Weir Openings)					
83030	Type "J-2'' Control Structure (With Aluminum Skimmer)	4.00	EACH	$7,169.98	$28,679.92	
	(Concrete Splash Pads)					
83500	Single Curb Inlet	32.00	EACH	$3,475.39	$111,212.48	
83510	Double Curb In!et	8.00	EACH	$4,197.41	$33,579.28	
83525	Triple Curb Inlet	1.00	EACH	$5,175.73	$5,175.73	
84010	Type "J" Manhole	17.00	EACH	$3,441.31	$58,502.27	
84204	18" MES	5.00	EACH	$1,463.29	$7,316.45	
84213	24" MES	1.00	EACH	$1,697.45	$1,697.45	
84218	30" MES	6.00	EACH	$2,505.43	$15,032.58	
84224	36" MES	7.00	EACH	$3,144.31	$22,010.17	
84232	48" MES	1.00	EACH	$4,383.45	$4,383.45	
84260	Concrete Overflow Spillway (No Sklmmer)(No Fabri-	1.00	EACH	$9,349.62	$9,349.62	
86010	Clean, Flush & TV	7,988.00	LF		$29,555.60	

form)

Total  Price for above OS STORM SEWER Items:	$979,407.83
WATER SYSTEM
90200	Remove Blow-Off And Connect To Existing Watermain	4.00	EACH	$831.35	$3,325.40	
90510	2" SDR 9 Watermafn	1,300.00	LF	$6.51	$8,463.00	
90520	4" PVC Watermain	860.00	LF	$11.33	$9,743.80	
90610	6" PVC Watermain	760.00	LF	$16.26	$12,357.60	
90710	8" PVC Watermain	5,240.00	LF	$19.87	$104,118.80	
90810	10" PVC Watermain	2,660.00	LF	$28.51	$75,836.60	
91010	12" PVC Watermaln	960.00	LF	$37,55	$36,048.00	
92000	Fire Hydrant Assembly	16.00	EACH	$4,595.90	$73,534.40	
92500	Fittings & Restraints - Water	1.00	LS	$56,111.84	$56,111.84	
92520	4" Gate Valve	1.00	EACH	$908.46	$908.46	
92530	6" Gate Valve	2.00	EACH	$1,197.45	$2,394.90	
92540	8" Gate Valve	13.00	EACH	$1,683.19	$21,881.47	
92550	10" Gate Valve	5.00	EACH	$2,757.28	$13,786.40	
92560	12" Gate Valve	1.00	EACH	$3,457.81	$3,457.81	
92565	2" Blow Off Valve	6.00	EACH	$1,079.70	$6,478.20	
92575	2" Flushing Hydrant (Water)	9.00	EACH	$1,504.21	$13,537.89	
93010	Single Service	!SO.OD	EACH	$536.84	$80,526.00	
93020	Double Service	59.00	EACH	$703.35	$41,497.65	
93030	Water Service To Lift Station	1.00	EACH	$1,404.07	$1,404.07	
96010	Temp Jumper	4.00	EACH	$2,396.34	$9,585.36	
96020	Sample Point	16.00	EACH	$330.51	$5,288.16	
96030	Test And Chlorinate	11,780.00	LF	$1.16	$13,664.80	
Total Price for above 09 WATER SYSTEM Items:	$593,950.61

10/25/2018 4:20:31 PM	Page 3 of 4

$937.33

Item #	Item Description	Estimated Quantity  Unit	Unit Price	Total Price
10 RECLAIM WATER SYSTEM	
90510
92575	2" SOR 9 Reuse
2" Flushing Hydrant (Reclaim)	1,140.00
2.00	LF
EACH	$6.52
$1,504.21	$7,432.80
$3,008.42	
100200
100510
100610
100710
100810	Remove Blow-Off And Connect To Existing Reclaim Main
4" PVC Reclaim Watermain 6" PVC Reclaim Watermain 8" PVC Reclaim Watermain 10" PVC Reclaim Watermain	4.00
2,380.00
3,960.00
2,340.00
1,020.00	EACH
LF LF LF LF	$831.35
$11.28
$16.07
$19.91
$28.66	$3,325.40
$26,846.40
$63,637.20
$46,589.40
$29,233.20	
101010
102500
102510
102522	12" PVC Reclaim Watermain
Fittings And Restraints - Reuse 4" Gate Valve
6" Gate Valve	900.00
1.00
4.00
8.00	LF
LS
EACH EACH	$38.50
$46,304.75

$1,197.45	$34,650.00
$46,304.75
$3,749.32
$9,579.60	
102525	8" Gate Valve	6.00	EACH	$ 1,683.19	$10,099.14	
102530	10" Gate Valve	1.00	EACH	$2,453.96	$2,453.96	
102535	12" Gate Valve	1.00	EACH	$3,457.81	$3,457.81	
102560	2" Blow Off Valve	6.00	EACH	$1,079.70	$6,478.20	
103000	Single Service	159.00	EACH	$527.60	$83,888.40	
103010	Double Service	59.00	EACH	$696.74	$41,107.66	
106010	Testing	1 1,740.00	LF	$0.85	$9,979.00	
Total Price for above  10 RECLAIM WATER SYSTEM Items: 	$431,820.66

11 CONCRETE WORK	
110535	18" Modified Type "F" Curb	4,085.00 LF	$18.19	$74,306.15	
110540	2' Miami Curb	18,400.00 LF	$16.96	$312,064.00	
111030	4" Thick Sidewalk Variable Width (Non Re-enforced)	2,111.00 SY	$43.28	$91,364.08	
111500	12' Handicap Ramp W/ Detectable Warning	4.00 EACH	$1,973.12	$7,892.48	
111500	Handicap Ramp W/ Detectable Warning	23.00 EACH	$1,109.88	$25,527.24	
112010	10" Thick Concrete Lift Station Driveway (Non Re-	54.00 SY	$96.62	$5,217.48	
112050	6" Thick Concrete For Lift Station Yard (Re-enforced	119.00 SY	$57.96	$6,897.24	
	With WWM)			
		Total Price for above 11 CONCRETE WORK Items:	 	$523,268.67	
12 GRASSING					
120002	Temp Seed & Mulch Lots	220,568.00 SY		$81,610.16	
120010	Seed & Mulch ROW, Tracts & Easements	60,494.00 SY	$0.37	$22,382.78	
120020	Sod Pond Slopes (Bahia)	23,075.00 SY	$3.08	$71,071.00	
120030	Sod 2 Strips Behind Curbs (Bahia)	5,459.00 SY	$3.08	$16,813.72	

enforced)

$0.37

Total  Price for  above  12 GRASSING Items: 	$191,877.66

Payment ptermj s are net 30 days.  Overdgue amounts will collect interest at 18% APR.  Customer agrees to pay any attorneyfees associated with

Payment Terms:

Total Bid Price:	$B,261,704.00

cIfolbleocttihng urnopeaicdtsamaoruentasw.  arded to

ether & start at the same time, the deduct on the mobilization line item will be $32,500.00.

ACCEPTEO:	CONFIRMEO:

The above prices, specifications and conditions are satisfactory and are hereby accepted.
Buyer:  	

Jon M. Hall Company

Signature: 	Authorized Signature:   	
Date of Acceptance: 	Estimator: Jeff Lyle
407-215-0410 jly!e@jonmhallcompany.com

10/25/2018 4:20:31 PM	Page <1 of 4

FIFTH ORDER OF BUSINESS

FIRE ALARM CATEGORY

FIRE ALARM CELLULAR COMMUNICATOR
BEACON LAKE AMENITY	850 BEACON LAKES PKWY 32092	08-20-18

FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR
1	FIRE ALARM DUAL PATH CELLULAR COMMUNICATOR
1	COMMUNICATOR INSTALLATION & PROGRAMMING

MODEL - EXISTING
MODEL - EXISTING
MODEL - TELGUARD-TG7FS04

$ 900.00

AN EXISTING FIRE ALARM SYSTEM.

NOTE: THE ABOVE LISTED COMMUNICATOR IS ACCEPTED AND APPROVED FOR PRIMARY MEANS OF

COMMUNICATION FOR FIRE ALARM SYSTEMS. HARDWIRED PHONE LINES ARE NOT REQUIRED WITH

1	FIRE ALARM PERMIT

Special Notes
NOTE: ONE 1 20v. RECEPTACLE IS REQUIRED FOR SYSTEM POWER, OWNER PROVIDED.

USE OF THIS EQUIPMENT. THIS QUOTE IS TO PROVIDE ALTERNATE MEANS OF COMMUNICATION FOR

TOTAL FIRE ALARM COMMUNICATOR INSTALLATION
CELLULAR FIRE MONTHLY MONITORING FEE (REQUIRES DIRECT DEBIT)
*NON - DIRECT DEBIT - ADDITIONAL $5.00 PER INVOICE

$ 79.00 + TAX

FL 904-743-8444	ATLANTIC COMPANIES - TERRY HILL	GA 912-264-8679

UC. EF20000570

SIXTH ORDER OF BUSINESS

MINUTES OF MEETING
MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT

The landowners meeting of the Board of Supervisors of the Meadow View at Twin Creeks Community Development District was held on Tuesday, November 6, 2018 at 10:00
a.m. at the Offices of Governmental Management Services, 475 West Town Place, St. Augustine, Florida 32092.

Present were:

Shelby Stephens	Proxy Holder
Jim Oliver	District Manager
Jere Earlywine	District Counsel (by phone)

FIRST ORDER OF BUSINESS	Roll Call
Mr. Oliver called the meeting to order at 10:00 a.m.

SECOND ORDER OF BUSINESS	Determination of Number of Voting Units
Mr. Oliver stated I have a proxy representing 629 voting units

THIRD ORDER OF BUSINESS	Election of a Chairman for the Purpose of
the Landowners Meeting
Mr. Oliver stated if there are no objections, I will conduct the landowners’ meeting.

FOURTH ORDER OF BUSINESS	Nominations for the Positions of Supervisor
Ms. Stephens nominated Daniel Blanchard, Aaron Lyman and Ben Bishop.

FIFTH ORDER OF BUSINESS	Casting of Ballots
Daniel Blanchard received 200 votes, Aaron Lyman received 200 votes and Ben Bishop received 100 votes.

SIXTH ORDER OF BUSINESS	Tabulation of Ballots
Daniel Blanchard received 200 votes, Aaron Lyman received 200 votes and Ben Bishop received 100 votes.

November 6, 2018 Landowners’ Meeting	Meadow View at Twin Creeks CDD

SEVENTH ORDER OF BUSINESS	Landowners Questions and Comments
There being none, the next item followed.

EIGHTH ORDER OF BUSINESS	Adjournment
The meeting adjourned at 10:05 a.m.

2

SEVENTH ORDER OF BUSINESS

MINUTES OF MEETING
MEADOW VIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Meadow View at Twin Creeks Community Development District was held on Thursday, November 15, 2018 at 10:00 a.m. at the offices of Governmental Management Services, 475 West Town Place, Suite 114, St. Augustine, Florida 32092.

Present and constituting a quorum were:

Bruce Parker	Chairman
Aaron Lyman	Supervisor
Ben Bishop	Supervisor
Daniel Blanchard	Supervisor Also present were:
Jim Oliver	District Manager
Jere Earlywine	District Counsel
Scott Lockwood	District Engineer
Ernesto Torres	GMS
Misty Taylor	Bryant Miller Olive
Lauren Gentry	Hopping Green & Sams
Danielle Simpson	Riverside Management Services
Stacey Johnson	US Bank
Rhonda Mossing	MBS Capital Markets

The following is a summary of the discussions and actions taken at the November 15, 2018 meeting. A copy of the proceedings can be obtained by contacting the District Manager.

FIRST ORDER OF BUSINESS	Call to Order
Mr. Oliver called the meeting to order.

SECOND ORDER OF BUSINESS	Public Comment
There were no audience members in attendance.

THIRD ORDER OF BUSINESS	Organizational Matters
Mr. Oliver stated we had a landowners’ election on November 6th and we had three candidates that were nominated by the landowner and those candidates are our current supervisors, Aaron Lyman, Ben Bishop and Daniel Blanchard. Resolution 2019-02 shows that

November 15, 2018	Meadow View at Twin Creeks CDD

Daniel and Aaron each received 200 votes and Ben Bishop received 100 votes. With that, Daniel and Aaron will serve four-year terms and Ben will serve a two-year term.

On MOTION by Mr. Lyman seconded by Mr. Blanchard with all in favor Resolution 2019-02 was approved.

Oath of Office for Newly Elected Supervisors
Mr. Oliver administered an oath of office to the newly elected supervisors.
Consideration of Resolution 2019-03, Designating Officers
The slate of officers remained the same.

On MOTION by Mr. Lyman seconded by Mr. Blanchard with all in favor Resolution 2019-02 was approved.

FOURTH ORDER OF BUSINESS	Bond Financing Matters
Consideration of Resolution 2019-04, Approving the Form of and Authorizing Execution and Delivery of a First Amendment to the Second Supplemental Trust Indenture for the Series 2016B Bonds
Ms. Taylor stated resolution 2019-04 relates to the 2016B bonds that you issued back in November of 2016. In order to issue the bonds that we are going to issue on Friday we needed to pay down the assessments securing the B Bonds and in order to do that and allow for redemption on a date other than a quarterly redemption date that is to redeem bonds in 30 days versus waiting until February, we needed to amend the supplemental trust indenture. We got the consent of all of the 2016B bondholders to do that and the resolution just approves the amendment to that indenture.

On MOTION by Mr. Bishop seconded by Mr. Lyman with all in favor Resolution 2019-04 was approved.

Presentation of Bond Pricing for Series 2018A-1 and A-2 Special Assessment Revenue Bonds
Ms. Mossing stated you have in your package the page from our pricing schedule that shows all of the term bonds that sold for both the 2018 and 2019 series. The average coupon for the A1-term bond occurring in 2049 for the 2018A-1 bonds was 5.52%. The 2018A-2

2

November 15, 2018	Meadow View at Twin Creeks CDD

bonds maturing in 2049, which is our single term bond, is an average of 5.6% and then the 2019A-1 bond average coupon is 5.73% and the 2019A-2 bond average coupon is 5.8%. We were very happy with the outcome of the pricing.
Presentation of First Amendment to the Supplemental Report for the Series 2018A-1 and A-2 Special Assessment Revenue Bonds
Mr. Earlywine stated you guys have seen this report already and it’s based on the final pricing numbers that Rhonda just reviewed. You can see the key table is toward the back of the report on page 5 and it sets the assessment levels for the A-1 and A-2 bonds.
Consideration of Resolution 2019-05, Supplementing Resolution 2018-07 to Set Forth the Terms of the Series 2018A-1 and A-2 Special Assessment Revenue Bonds
Mr. Earlywine stated if you recall we went through an assessment process previously where we declared assessments, sent out notice to the landowners, held a public hearing and established the maximum assessment levels in connection with these bonds and the 2019s and now we’re coming back and essentially bringing those down to the pricing levels we just described.

On MOTION by Mr. Parker seconded by Mr. Bishop with all in favor Resolution 2019-05 was approved.

Consideration of Issuer Documents
Form	of	2018	Amendment	to	the	Collateral	Assignment	and Assumption Agreement (2016 Bonds)
Form of 2018 Amendment to the Completion Agreement (2016 Bonds)
Form of True-Up Agreement (2018 Bonds / 2018 Assessment Area)
Form of Declaration of Consent (2018 Bonds / 2018 Assessment Area)
Form of Supplemental Disclosure of Public Finance (2018 Bonds / 2018 Assessment Area)
Form of Notice of Special Assessments (2018 Bonds / 2018 Assessment Area)
Form of Notice of Release of Lien (2016 Debt Assessments)
Mr. Earlywine stated if you recall back in 2016 we entered into an agreement with the developer where essentially if there is a default in the assessments then the developer pledges to assign all of their development rights in the project over to the District and the trustee so they can complete the project. That is the collateral assignment document. The completion

3

November 15, 2018	Meadow View at Twin Creeks CDD

agreement for the 2018 bonds is really an amendment to the original completion agreement  that we entered into in 2016 and it basically says if we run out of money to complete the project with the bonds then the developer agrees to complete that project. The true-up agreement says that the developer has promised to develop a certain amount of lots in phase two and the townhomes phase. If they are short a number of lots then they are going to owe us a payment in the amount of the debt assessments that would have been put on those missing lots. The next item is a declaration of consent for the 2018 assessment area. It basically says that the developer has agreed that the assessments are levied and that all of the financing documents are in order and they don’t have any objection to the transaction. The next document is our supplemental disclosure of public finance. This is a document that is required to be provided to the developer who is in turn supposed to provide it to all of the homeowners and potentially builders. It just discloses the fact that we’ve overtaken this financing and sets forth the fact that we have assessments levied and that there is a capital improvement plan under way. Item six is our form of notice of special assessments, which just notifies folks that the assessments have been levied. Item seven is a notice of release of lien for our 2016B assessments. The trustee has confirmed that the 2016B assessments on phase two and the townhomes phase have been paid off so that we can undertake this transaction.

On MOTION by Mr. Parker seconded by Mr. Bishop with all in favor the issuer documents were approved with authorization for the Chair to execute.

Construction Related Matters
Consideration	of	Construction	Requisition	No.	2	from	2018	Bonds Addressing Developer Funded Phase 1 Work
Mr. Earlywine stated because our project is the master project and it was financed with the 2016 bonds and we ran out of money a couple of months ago the developer picked up the tab at that point. Normally what happens is the District is supposed to reach out and ask for funding to complete those contracts and request that funding on an as-needed basis. In this case the developer paid the bills directly, which is fine. We’ve got an affidavit showing that BBX paid approximately $2.8 million in bills directly and what we need to do is pay them back because those were all the District’s contracts.

4

November 15, 2018	Meadow View at Twin Creeks CDD

On MOTION by Mr. Bishop seconded by Mr. Lyman with all in favor construction requisition number two was approved subject to review by the District Engineer.

Consideration of Proposals for Beacon Lake Phase 2 Civil Site Work RFP
The Board and staff discussed the proposals received in response to the civil site work RFP for phase two and ranked Jon M. Hall number one with 96 points, Hughes Brothers number two with 87 points and Barco Duval number three with 45 points.

On MOTION by Mr. Parker seconded by Mr. Lyman with all in favor to rank Jon. M. Hall Company as the number one bidder and authorize staff to enter into a contract with Jon M. Hall.

Consideration of Proposals for Beacon Lake Townhomes Civil Site Work RFP
The Board and staff discussed the proposals received in response to the civil site work RFPs for the townhome phase and ranked Hughes Brothers number one with 93 points and Jon
M. Hall number two with 86 points.

On MOTION by Mr. Parker seconded by Mr. Lyman with all in favor to rank Hughes Brothers Company as the number one bidder and authorize staff to enter into a contract with Hughes Brothers.

Consideration of Construction Easement for Phase 2 / Townhomes
Mr. Earlywine stated the construction easement is similar to what we did for phase one and the construction easements basically disappear as you plat.

On MOTION by Mr. Parker seconded by Mr. Blanchard with all in favor the construction easement for phase two and the townhome phase was approved in substantial form.

Consideration of Construction Cost Share Agreement
Mr. Earlywine stated this is a form of cost share that will accompany the different contracts to the extent that there are private items such as earthwork that work will be

5

November 15, 2018	Meadow View at Twin Creeks CDD

separated out through this cost share agreement. It’s also a similar agreement to what we’ve done in the past.

On MOTION by Mr. Parker seconded by Mr. Lyman with all in favor the construction easement for phase two and the townhome phase was approved in substantial form.

SIXTH ORDER OF BUSINESS	Consideration of Additional FF&E Services
with Micamy Design Studio
Mr. Oliver stated there is a copy of the proposal that has already been executed in your agenda package in the amount of $18,474.40. I conferred with the vice chair on this.

On MOTION by Mr. Parker seconded by Mr. Lyman with all in favor the proposal from Micamy Design Studio was approved.

SEVENTH ORDER OF BUSINESS	Consideration of Agreement with Comcast
Mr. Oliver stated this is a business service order agreement.

On MOTION by Mr. Parker seconded by Mr. Blanchard with all in favor the agreement with Comcast was approved.

EIGHTH ORDER OF BUSINESS	Approval of Minutes of the October 18,
2018 Meeting
There were no comments on the minutes.

On MOTION by Mr. Parker seconded by Mr. Blanchard with all in favor the minutes of the October 18, 2018 meeting were approved.

NINTH ORDER OF BUSINESS	Other Business
There being none, the next item followed.

TENTH ORDER OF BUSINESS	Staff Reports
District Counsel
Mr. Earlywine stated we are set to pre close on the bond issue right after this meeting with closing to happen Monday.
District Engineer
Requisition Summary 223 & 224

6

November 15, 2018	Meadow View at Twin Creeks CDD

Mr. Lockwood gave an overview of requisition numbers 242-256
Consideration of Change Order Nos. 14-16
Mr. Lockwood gave an overview of the change orders.

On MOTION by Mr. Lyman seconded by Mr. Parker requisitions 242-256 and change order numbers 14-16 were approved.

District Manager
There being none, the next item followed.
Amenity Manager – Report
A copy of the amenity manager’s report was included in the agenda package.
Ms. Simpson stated I met with Joe Butler of Black Creek Outfitters who Janice has recommended for the kayak and canoe launch. He said the lake house that is there is not enough for storage. He gave us some pricing on kayaks, canoes, paddles and boards. It’s a la carte so you can pick and choose what’s needed but he is recommending two two-person kayaks, a single-person and then two paddleboards. They also recommended staffing it, which we agree with having someone like an instructor out there at least for the first year so residents have some assistance and guidance.
Mr. Bishop suggested contacting North Guana Outpost for a cost comparison.
Mr. Oliver stated RMS provided a work authorization to provide field operations services in an amount of $22,000 a year.

On MOTION by Mr. Parker seconded by Mr. Bishop with all in favor the work authorization from Riverside Management Services for field operations services was approved.

ELEVENTH ORDER OF BUSINESS	Financial Reports
Balance Sheet & Income Statement
Mr. Oliver stated there are no unusual variances.

Consideration of Funding Request No. 32
A copy of the funding request was included in the agenda package for a total of
$31,919.36.

7

November 15, 2018	Meadow View at Twin Creeks CDD

On MOTION by Mr. Parker seconded by Mr. Lyman with all in favor funding request number 32 was approved.

TWELFTH ORDER OF BUSINESS	Supervisors’	Requests	and	Audience
Comments
There being none, the next item followed.

THIRTEENTH ORDER OF BUSINESS	Next Scheduled Meeting – December 20,
2018 at 10:00 a.m. at the Offices of GMS
Mr. Oliver stated the next scheduled meeting is December 20, 2018 at 10:00 a.m.

FOURTEENTH ORDER OF BUSINESS	Adjournment

On MOTION by Mr. Parker seconded by Mr. Blanchard with all in favor the meeting was adjourned.

Secretary/Assistant Secretary	Chairman/Vice Chairman

8

NINTH ORDER OF BUSINESS

B.

1.

MEADOW VIEW AT TWIN CREEKS CDD

2018 Bond Series

REQUISITION SUMMARY
December 20, 2018	
2016B SPECIAL ASSESSMENT BONDS (2016 PROJECT) REQUISITIONS	
Date of Requisition	
Req #	
Payee	
Reference	Requisition Amount	
TO BE APPROVED	

12/20/2018	
16	
Hughes Brothers Construction, Inc.	
Contractor Application for Payment #4 - Beacon Townhomes Mass Grading	
$469,390.72	

12/20/2018	
17	
Meadow View at Twin Creeks CDD	
Repayment to General Fund (St. Johns County water and sewer connection fees)	
$6,504.86	

12/20/2018	
18	
Basham Lucas	
Beacon Lake Design Services - Invoice 7639	
$3,000.00	

12/20/2018	
19	
ETM	
Beacon Lakes Phase 2 Bidding and CEI Services (WA#11) Invoice 189018	
$756.50	

12/20/2018	
20	
ETM	
Beacon Lakes Townhomes Bidding & CEI Services (WA#10) Invoice 189015	
$845.50	

12/20/2018	
21	
ETM	
Beacon Lake Amenity Phase 1 - Invoice 189028	
$552.50	

12/20/2018	
22	
ETM	
Beacon Lakes Phase 3A - Design Phase (WA#9) Invoice 189026	
$17,974.60	

12/20/2018	
23	
ETM	
Beacon Lake Townhomes Design (WA#3) Invoice 188859	
$3,263.13	
					
	Requisitions to be Approved-2016B Special Assessment Bonds (2016 Project)	$502,287.81	
	
	TOTAL REQUISITIONS TO BE APPROVED December 20, 2018	$502,287.81	

	

12-20-18 Req Summary rev.xls

2.

CHANGE ORDER
AIA DOCUMENT G701
PROJECT:	17-14
Beacon Lake Amenity
850 Beacon Lue Parkway St. Johns, FL 32095
TO CONTRACTOR:
O.R. mcky Smith & Co., Ine.

OWNER	IX]
ARCHITECT	IX)
CONTRACTOR	IX)

□

ENGINEER	D
OTHER

CBANGE ORDER NUMB:ER: 9
DATE:
ARCH. PROJECT NO.: CONTRACT DATE:

NINE 12/3/2018
15-63
11/16/2017

12740 AtlanticBoulevard, Suite 7 Jacklonvlle, FL 32225

CONTRACT FOR:	Amenity Center & Related Elements

l) PCO :	63	Landlcape Modffleatlon1 #3
PCO :	64	Credit Crew Bouie Lake Fountain Install
PCO :	65 PavDion Pendant Fhture
PCO :	66 Added Circuit & Data - Fltneu Wing

O day■ O day■ O day■ O day■

Time:	0 day■	Co■t:

$12,373 ($543)
$733
$886

$13,449

     Not valid until signedbythe Owner, Architect and Contractor.	

The original Contract Sum was................................................... .......................................
Net change by previously authorized Change Orders............................................. ...... ........ ..
The Con1Iact Sum prior to this Change Orderwas...................... .......... ................................. .
The Contract Sum will be	increa.,ed	bythis
Change Order in the am.ount of..................................................................... .
The new Contract Sum includingthis Change Order will be.....................................................
The Contract Time will be	YPGbnmied .........................................................................
The date ofSubstantial Completion as ofthe date oftbis Change Ordertherefore is.....................

$	5,959,724.00
s	332,204.00
s	6,291,928.00
s	13,449.00
s	6,305,377.00
Oday■ March 3, 2019

Note: Thla,ummarycloeanotmlectcllan&eainthe Ccmlract Sum, CoatnctTimoor GuaranteodMaimwn Price,whichliave beenaudiarize4by Conllrucdan Cuma•DiRc:dvc.
Buham & LucaDalp Group, Inc.	O.R. Dicky Smfth & Co., Inc.		Meadow View at Twin Creeks CDD	
ARClilTECT - Michael Lucas	CONTRACTOR - Stuart Maxwell	OWNER - Broce Parker

�,rrx�	 	

7'45 Gate Parkway. Suite 201		12740-7 Adandc Beule                               v                        a                        r       c l		475 Wat Town Place, Suite 114	

ADDRESS

DATE	t2(W/!'k

ADDRESS
JacklonvlDe, Florida 32225
BY DATE 12/3/2018

ADDRESS
St. Augustine, Florida 32902
BY DATE

TENTH ORDER OF BUSINESS

A.

Meadow View at Twin Creeks
Community Development District
Unaudited Financial Statements as of
November 30, 2018

Meadow View at Twin Creeks
Community Development District Combined Balance Sheet November 30, 2018

	
 	General			
 Debt Service		Capital
Project		
Totals	
Assets:								
Cash Investments:
Series 2016 A1 & A2
Reserve A1	
$40,346

---		
---

$133,318		
---

---		
$40,346

$133,318	
Reserve A2	---		$68,870		---		$68,870	
Interest A1	---		$0		---		$0	
Interest A2	---		$0		---		$0	
Revenue A1	---		$72,238		---		$72,238	
Revenue A2	---		$51,131		---		$51,131	
Prepayment A1	---		$1		---		$1	
Prepayment A2	---		$799,254		---		$799,254	
Construction	---		---		$253		$253	
COI
Series 2016 B Reserve	---

---		---

$282,150		---

---		$0

$282,150	
Interest	---		$809		---		$809	
Sinking Fund	---		---		---		$0	
Revenue	---		$25,328		---		$25,328	
Prepayment	---		$3,400,000		---		$3,400,000	
Construction	---		---		$447		$447	
COI	---		---		---		$0	
Due From Developer	$81,041		---		---		$81,041	
Due From Other	$3,330		---		---		$3,330	
Due From Capital	$6,505		---		---		$6,505	
Total Assets	$131,222		$4,833,098		$700		$4,965,019	

Liabilities: Accounts Payable	

$66,250		

---		

---		

$66,250	
Retainage Payable	---		---		$602,868		$602,868	
Contract Payable	---		---		$1,358,806		$1,358,806	
Fund Balances:
Restricted for Capital Projects	

---		

---		

($1,960,974)		

($1,960,974)	
Restricted for Debt Service	---		$4,833,098		$0		$4,833,098	
Unassigned	$64,972		$0		$0		$64,972	
Total Liabilities & Fund Equity	$131,222		$4,833,098		$700		$4,965,019	

Page 1							

Meadow View at Twin Creeks
Community Development District
GENERAL FUND
Statement of Revenues & Expenditures For The Period Ending November 30, 2018

	Adopted	Prorated	Actual		
	Budget	11/30/18	Thru 11/30/18	Variance	
REVENUES:					
Developer Contributions	$539,752	$44,384	$44,384	$0	
Assessments - Tax Roll	$99,262	$0	$0	$0	
Assessments - Direct	$301,988	$80,260	$80,260	$0	
Miscelleaneous Income	$0	$0	$0	$0	
TOTAL REVENUES	$941,002	$124,644	$124,644	$0	
EXPENDITURES:					
ADMINISTRATIVE:					
Engineering	$12,000	$2,000	$7,730	($5,730)	
Attorney Fees	$30,000	$5,000	$4,217	$783	
Annual Audit	$4,000	$0	$0	$0	
Artbitrage	$1,200	$0	$0	$0	
Dissemination	$5,000	$1,333	$1,333	$0	
Trustee Fees	$10,000	$1,667	$1,580	$86	
Management Fees	$45,000	$7,500	$7,500	$0	
Information Technology	$2,000	$333	$333	($0)	
Telephone	$250	$42	$73	($31)	
Postage	$1,000	$167	$78	$89	
Insurance	$6,171	$6,171	$5,610	$561	
Printing and Binding	$4,000	$667	$1,845	($1,178)	
Legal Advertising	$3,000	$500	$444	$56	
Other Current Charges	$500	$83	$435	($352)	
Office Supplies	$500	$83	$47	$36	
Dues, Licenses & Subscriptions	$175	$175	$175	$0	
ADMINISTRATIVE EXPENDITURES	$124,796	$25,721	$31,402	($5,681)	

AMENITY CENTER:					
Utilities					
Telephone	$6,000	$1,000	$0	$1,000	
Electric	$55,000	$9,167	$1,746	$7,421	
Water/Irrigation	$20,000	$3,333	$0	$3,333	
Cable	$3,200	$533	$0	$533	
Gas	$400	$67	$102	($35)	
Trash Removal	$6,000	$1,000	$0	$1,000	
Security					
Security Monitoring	$1,200	$200	$0	$200	
Access Cards	$1,000	$167	$0	$167	
Contracted Security	$20,000	$3,333	$0	$3,333	
Management Contracts					
Facility Management	$125,000	$20,833	$0	$20,833	
Pool Attendants	$48,000	$8,000	$0	$8,000	
Canoe Launch Attendant	$28,800	$4,800	$0	$4,800	
Snack Bar Attendant	$16,640	$2,773	$0	$2,773	
Field Mgmt / Admin	$25,000	$4,167	$1,667	$2,500	
Pool Maintenance	$30,000	$5,000	$0	$5,000	
Pool Chemicals	$15,000	$2,500	$0	$2,500	
Janitorial	$12,000	$2,000	$0	$2,000	
Facility Maintenance	$15,000	$2,500	$0	$2,500	

Page 2

Meadow View at Twin Creeks
Community Development District
GENERAL FUND
Statement of Revenues & Expenditures For The Period Ending November 30, 2018

	Adopted	Prorated	Actual		
	Budget	11/30/18	Thru 11/30/18	Variance	

AMENITY CENTER CONTINUED					
Repairs & Maintenance	$10,000	$1,667	$0	$1,667	
Maintenance Reserves	$0	$0	$0	$0	
New Capital Projects	$0	$0	$0	$0	
Snack Bar Inventory- CGS	$0	$0	$0	$0	
Food Service License	$250	$42	$0	$42	
Special Events	$30,000	$5,000	$0	$5,000	
Holiday Decorations	$9,000	$1,500	$0	$1,500	
Fitness Center Repairs/Supplies	$0	$0	$0	$0	
Office Supplies	$500	$83	$0	$83	
ASCAP/BMI Licenses	$1,000	$167	$0	$167	
Property Insurance	$40,000	$3,378	$3,378	$0	
AMENITY CENTER EXPENDITURES	$518,990	$83,210	$6,893	$76,317	

GROUND MAINTENANCE EXPENDITURES					
Hydrology Quality/Mitigation	$6,400	$1,067	$0	$1,067	
Electric	$2,200	$367	$1,037	($671)	
Landscape Maintenance	$125,000	$20,833	$40,731	($19,897)	
Landscape Contingency	$5,000	$833	$0	$833	
Lake Maintenance	$12,000	$2,000	$0	$2,000	
Grounds Maintenance	$12,000	$2,000	$0	$2,000	
Pump Repairs	$2,500	$417	$0	$417	
Streetlighting	$20,000	$3,333	$3,090	$243	
Streetlight Repairs	$5,000	$833	$0	$833	
Irrigation Repairs	$7,500	$1,250	$0	$1,250	
Miscellaneous	$5,000	$833	$0	$833	
Contingency	$94,616	$15,769	$0	$15,769	
GROUNDS MAINTENACE EXPENDITURES	$297,216	$49,536	$44,858	$4,678	
					
TOTAL EXPENDITURES	$941,002	$158,467	$83,153	$75,314	
					
EXCESS REVENUES (EXPENDITURES)	$0		$41,491		
FUND BALANCE - Beginning	$0		$23,480		
FUND BALANCE - Ending	$0		$64,972		

Page 3

Meadow View at Twin Creeks
Community Development District
General Fund
Month By Month Income Statement Fiscal Year 2019

October	
November	
December	
January	
February	
March	
April	
May	
June		
July	
August	
September	
Total	
Revenues:
Developer Contributions	
$15,543	
$28,841	
$0	
$0	
$0	
$0	
$0		
$0	
$0	
$0	
$0	
$0	
$44,384	
Assessments - Tax Roll	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Assessments - Direct	$56,676	$23,585	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$80,260	
Miscellaneious Income	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Total Revenues	$72,219	$52,426	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$124,644	

Expenditures:															
Administrative Engineering	
$2,276	
$5,454	
$0	
$0	
$0	
$0	
$0		
$0	
$0	
$0	
$0	
$0	
$7,730	
Attorney Fees	$4,217	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$4,217	
Annual Audit	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Artbitrage	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Dissemination	$917	$417	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$1,333	
Trustee Fees	$1,580	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$1,580	
Management Fees	$3,750	$3,750	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$7,500	
Information Technology	$167	$167	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$333	
Telephone	$20	$53	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$73	
Postage	$24	$54	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$78	
Insurance	$5,610	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$5,610	
Printing and Binding	$1,654	$191	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$1,845	
Legal Advertising	$444	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$444	
Other Current Charges	$426	$9	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$435	
Office Supplies	$24	$24	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$47	
Dues, Licenses & Subscriptions	$175	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$175	
Capital Outlay	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Total Administrative Expenditures	$21,284	$10,118	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$31,402	

Amenity Center Telephone	
$0	
$0	
$0	
$0	
$0	
$0	
$0		
$0	
$0	
$0	
$0	
$0	
$0	
Electric	$1,340	$406	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$1,746	
Water/Irrigation	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Cable	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Gas	$102	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$102	
Trash Removal	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Security	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Security Monitoring	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Access Cards	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Contracted Security	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Management Contracts	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Facility Management	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Pool Attendants	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Canoe Launch Attendant	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Snack Bar Attendant	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Field Mgmt / Admin	$1,667	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$1,667	
Pool Maintenance	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Pool Chemicals	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Janitorial	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	
Facility Maintenance	$0	$0	$0	$0	$0	$0	$0		$0	$0	$0	$0	$0	$0	

Page 4

Meadow View at Twin Creeks
Community Development District
General Fund
Month By Month Income Statement Fiscal Year 2019

October	
November	
December	
January	
February	
March	
April		
May		
June		
July		
August	
September	
Total	
Amenity Center Continued																		
Repairs & Maintenance	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Maintenance Reserves	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
New Capital Projects	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Snack Bar Inventory- CGS	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Food Service License	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Special Events	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Holiday Decorations	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Fitness Center Repairs/Supplies	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Office Supplies	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
ASCAP/BMI Licenses	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Property Insurance	$3,378	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$3,378	
Total Amenity Center Expenditures	$6,487	$406	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$6,893	

Ground Maintenance Expenditures																		
Hydrology Quality/Mitigation	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Electric	$370	$667	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$1,037	
Landscape Maintenance	$10,231	$30,500	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$40,731	
Landscape Contingency	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Lake Maintenance	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Grounds Maintenance	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Pump Repairs	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Streetlights	$1,545	$1,545	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$3,090	
Streetlight Repairs	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Irrigation Repairs	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Miscellaneous	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Contingency	$0	$0	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$0	
Total Administrative	$12,146	$32,713	$0	$0	$0	$0		$0		$0		$0		$0	$0	$0	$44,858	

$39,917	$43,236	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$83,153

Total Expenses

$32,302

$9,189

$0

$0

$0

$0

$0

$0

$0

$0

$0

$0

$41,491

Excess Revenues (Expenditures)

Page 5

Meadow View at Twin Creeks Community Development District Funding Requests

Funding Request	
Date of	Check Date
Received	
Check Amount	Requested Funding
Amount	Requested Funding
Amount	Requested Funding
Amount	
Balance Due From	
#	Request	Developer	Developer	FY 2017	FY 2018	FY 2019	Developer	

17	
9/7/17	
10/25/17	
$10,290.67	
$4,680.67	
$5,610.00	
$0.00	
$0.00	
18	10/11/17	11/15/17	$18,604.64	$13,987.40	$4,617.24	$0.00	$0.00	
19	11/7/17	12/14/17	$7,652.98	$2,871.22	$4,781.76	$0.00	$0.00	
20	12/14/17	1/19/18	$8,640.92	$1,440.45	$7,200.47	$0.00	$0.00	
21	1/10/18	2/2/18	$20,253.47	$0.00	$20,253.47	$0.00	$0.00	
22	2/5/18	3/26/18	$6,876.84	$0.00	$6,876.84	$0.00	$0.00	
23	3/5/18	4/20/18	$5,818.30	$0.00	$5,818.30	$0.00	$0.00	
24	4/5/18	6/7/18	$5,618.75	$0.00	$5,618.75	$0.00	$0.00	
25	5/4/18		$0.00	$0.00	$0.00	$0.00	$0.00	
26	5/9/18		$0.00	$0.00	$0.00	$0.00	$0.00	
Dep*		6/1/18	$0.00	$0.00	$23,461.60	$0.00	$0.00	
27	6/11/18	8/10/18	$15,723.53	$0.00	$15,723.53	$0.00	$0.00	
28	7/11/18	8/10/18	$25,010.84	$0.00	$25,010.84	$0.00	$0.00	
29	8/8/18	9/20/18	$16,049.17	$0.00	$16,049.17	$0.00	$0.00	
30	9/11/18			$0.00	$25,160.68	$8,988.00	$34,148.68	
31	10/10/18			$0.00	$8,417.99	$6,555.19	$14,973.18	
32	11/7/18			$0.00	$3,078.35	$28,841.01	$31,919.36	
33	12/12/18			$0.00	$3,269.35	$31,743.04	$35,012.39	
TOTAL			$145,267.26	$95,222.67	$180,948.34	$76,127.24	$116,053.61	
	
*County Materials	
Corp Dep						

Page 6

Meadow View at Twin Creeks
Community Development District Debt Service Fund Series 2016 A1 & A2 Statement of Revenues & Expenditures For The Period Ending November 30, 2018

	Adopted	Prorated	Actual		
	Budget	Thru 11/30/18	Thru 11/30/18	Variance	

REVENUES:					
Special Assessments - 2016 A1	$443,376	$68,775	$68,775	$0	
Special Assessments - 2016 A2	$229,350	$59,194	$59,194	$0	
Prepayments A2	$0	$0	$772,046	$772,046	
Interest Income	$600	$100	$941	$841	
TOTAL REVENUES	$673,326	$128,069	$900,955	$772,887	

EXPENDITURES:					
Series 2016 A1
Interest Expense - 11/01	
$169,125	
$169,125	
$169,125	
$0	
Interest Expense - 05/01	$169,125	$0	$0	$0	
Principal Expense - 05/01	$105,000	$0	$0	$0	
Series 2016 A2
Interest Expense - 11/01	
$92,510	
$92,510	
$92,510	
$0	
Principal - Prepayment 11/1	$0	$0	$1,475,000	($1,475,000)	
Interest Expense - 05/01	$92,510	$0	$0	$0	
Principal Expense - 05/01	$45,000	$0	$0	$0	
TOTAL EXPENDITURES	$673,270	$261,635	$1,736,635	($1,475,000)	

OTHER SOURCES/(USES)					
Interfund Transfer In/(Out)	$0	$0	($57)	($57)	
TOTAL OTHER SOURCES AND USES	$0	$0	($57)	($57)	
					
EXCESS REVENUES (EXPENDITURES)	$56		($835,737)		

FUND BALANCE - Beginning	
$322,305		
$1,960,548		
FUND BALANCE - Ending	$322,361		$1,124,811		

Page 7

Meadow View at Twin Creeks
Community Development District Debt Service Fund Series 2016 B Statement of Revenues & Expenditures For The Period Ending November 30, 2018

	Adopted	Prorated	Actual		
	Budget	Thru 11/30/18	Thru 11/30/18	Variance	

REVENUES:					
Special Assessments - 2016 B	$564,300	$25,328	$25,328	$0	
Special Assessments - Prepayments	$0	$0	$3,400,000	$3,400,000	
Interest Income	$600	$100	$211	$111	
TOTAL REVENUES	$564,900	$25,428	$3,425,539	$3,400,111	

EXPENDITURES:					
Interest Expense - 11/01	$282,150	$282,150	$282,150	$0	
Interest Expense - 05/01	$282,150	$0	$0	$0	
Principal Expense - 05/01	$0	$0	$0	$0	
TOTAL EXPENDITURES	$564,300	$282,150	$282,150	$0	

OTHER SOURCES/(USES)					
Interfund Transfer In/(Out)	$0	$0	($141)	($141)	
TOTAL OTHER SOURCES AND USES	$0	$0	($141)	($141)	
					
EXCESS REVENUES (EXPENDITURES)	$600		$3,143,247		

FUND BALANCE - Beginning	
$0		
$565,039		
FUND BALANCE - Ending	$600		$3,708,286		

Page 8

Meadow View at Twin Creeks
Community Development District Capital Projects Fund Series 2016 Statement of Revenues & Expenditures For The Period Ending November 30, 2018

	Series		Series	
	2016 A1/A2		2016 B	
REVENUES:
Interest Income	

$0		

$69	
TOTAL REVENUES	$0		$69	
EXPENDITURES:				
Capital Outlay	$0		$218,576	
TOTAL EXPENDITURES	$0		$218,576	

OTHER SOURCES/(USES)				
Interfund Transfer In (Out)	$57		$141	
TOTAL OTHER SOURCES/(USES)	$57		$141	
				
EXCESS REVENUES (EXPENDITURES)	$58		($218,366)	
				
FUND BALANCE - Beginning	($1,961,479)		$218,813	
				
FUND BALANCE - Ending	($1,961,421)		$447	

Page 9

MEADOWVIEW AT TWIN CREEKS COMMUNITY DEVELOPMENT DISTRICT
FISCAL YEAR 2019 ASSESSMENT RECEIPTS

ASSESSED	

# UNITS	SERIES 2016A-1 DEBT SERVICE NET	SERIES 2016A-2 DEBT SERVICE NET	
SERIES 2016B DEBT SERVICE NET	
FY19 O&M NET	
TOTAL ASSESSED	
HEARTWOOD 23 LLC	727	140,085.67	120,570.83	564,300.00	163,313.64	988,270.14	
MATTAMY JACKSONVILLE, LLC	91	138,636.33	-	-	63,389.23	202,025.56	
DREAM FINDERS HOMES, LLC	114	164,653.53	-	-	75,285.00	239,938.53	
SUBTOTAL SERIES 2016 LOTS	932	443,375.53	120,570.83	564,300.00	301,987.87	1,430,234.23	
TAX ROLL ASSESSED	0	-	-	-	-	-	
TOTAL ASSESSED	932	443,375.53	120,570.83	564,300.00	301,987.87	1,430,234.23	

DUE / RECEIVED	

BALANCE DUE	SERIES 2016A-1 DEBT SERVICE
RECEIVED	SERIES 2016A-2 DEBT SERVICE
RECEIVED	SERIES 2016B DEBT SERVICE RECEIVED	
O&M RECEIVED	
TOTAL RECEIVED	
HEARTWOOD 23 LLC	795,888.67	68,774.67	59,193.83	-	64,412.97	192,381.47	
MATTAMY JACKSONVILLE, LLC	186,178.25	-	-	-	15,847.31	15,847.31	
DREAM FINDERS HOMES, LLC	239,938.53	-	-	-	-	-	
DIRECT RECEIPTS	1,222,005.45	68,774.67	59,193.83	-	80,260.28	208,228.78	
TAX ROLL RECEIPTS	-	-	-	-	-	-	
TOTAL RECEIPTS	1,222,005.45	68,774.67	59,193.83	-	80,260.28	208,228.78	

NO LOTS PLATTED IN TIME TO BE PLACED ON 2018 PROPERTY TAX BILLS. ASSESSMENTS INVOICED
DIRECTLY WITH PAYMENTS DUE IN INSTALLMENTS DUE 10/1/18, 1/1/19, 4/1/19, 7/1/19 FOR O&M AND 4/15/19, 10/15/19 FOR D/S
THERE IS AN ADDITIONAL $639,014.06 DUE FOR DEVELOPER CONTRIBUTION

PERCENT COLLECTED DIRECT	16%	49%	0%	26.6%	14.6%	

Meadow View at Twin Creeks
Community Development District Long Term Debt Report

Series 2016 A1 Special Assessment Bonds	
Interest Rate:	4.5% -5.5%	
Maturity Date:	11/1/47	
Reserve Fund Definition:	30% of Max Annual Debt Service	
Reserve Fund Requirement:	$133,012.50	
Reserve Balance:	$133,318.04	
Bonds outstanding - 10/26/2016	$6,640,000	
Less: May 1, 2017	$0	
Less: May 1, 2018	($100,000)	

Current Bonds Outstanding	$6,540,000	

Series 2016 A2 Special Assessment Bonds	
Interest Rate:	5.8%%	
Maturity Date:	11/1/47	
Reserve Fund Definition:	30% of Max Annual Debt Service	
Reserve Fund Requirement:	$114,483.00	
Reserve Balance:	$68,870.00	
Bonds outstanding - 10/26/2016	$5,390,000	
Less: May 1, 2017	$0	
Less: May 1, 2018	($70,000)	
Less: May 1, 2018 (Prepayment)	($1,075,000)	
Less: August 1, 2018 (Prepayment)	($1,055,000)	
Less: November 1, 2018 (Prepayment)	($1,475,000)	
Current Bonds Outstanding	$1,715,000	
		
Series 2016 B Special Assessment Bonds		
Interest Rate:	6.00%	
Maturity Date:	11/1/26	
Reserve Fund Definition:	6 months of Interest	
Reserve Fund Requirement:	$282,150.00	
Reserve Balance:	$282,150.00	
Bonds outstanding - 10/26/2016	$9,405,000	
Less: May 1, 2017	$0	
Current Bonds Outstanding	$9,405,000	

Page 11

B.

Meadow View at Twin Creeks
Community Development District	Funding Request #33
December 12, 2018

	PAYEE		GENERAL FUND	

1	
England Thims & Miller	FY18	FY19	
	October Professional Services Inv #188566 11/5/18		$	2,276.28	
2	Governmental Management Services, LLC
December Management Fees Inv #36 12/1/18		
$	4,729.19	
3	Hopping Green & Sams
October General Counsel Inv 103923 11/27/18		
$	4,216.72	
4	Riverside Management Services Inc
Operations Manangement Services Nov18 Inv #1 11/28/18		
$	1,666.67	
	Operations Manangement Services Dec18 Inv #2 12/1/18		$	1,666.67	
5	St. Augustine Record
Notice of Meeting 10/18/18 I03097637-10112018		
$	85.27	
6	TECO Peoples Gas
October Gas Security Service		
$	102.14	
7	West Orange Nurseries, Inc.
Monthly Lawn Maintenance Inv #11481 11/13/18 Revised Add'tl		
$	10,230.75	
	Maintenance Areas Added Sept and Oct 2018	$	3,269.35	$	6,769.35	
		$ 3,269.35	$	31,743.04	
	Total Funding Request		$	35,012.39	

Meadow View at Twin Creeks CDD
c/o GMS LLC
475 West Town Place Suite 114
St. Augustine FL 32092

Please make check payable to:

Signature:  	
Chairman/Vice Chairman

Signature:  	
Secretary/Asst. Secretary

Meadow View at Twin Creeks Community 475 West Town Place

0nece,ven

NOV 26 2018	U

Development District	Project No:	1 7348. 00000	
		01 88566	
Suite 114 			
St. Augustine, FL 32092			

BY·:------

November 5, 201 8 I nvoice No:

Project	1 7348.00000	Meadow View at Twin Creek COD - 201 7/201 8 General Consulting
Services (WA#8)
Professional Services rendered through October 31, 2018

Professional Personnel
Project Manager

Hours

Rate	Amount

Lockwood, Scott	1 0/6/201 8	2.00	1 78.00	356.00	
Lockwood, Scott	1 0/1 3/2018	1 . 50	1 78.00	267.00	
Lockwood, Scott	1 0/20/2018 	6.25	1 78.00	1,1 12.50	
Lockwood, Scott	1 0/27/201 8	1 .75	1 78.00	31 1 .50	

Blair, Shelley	1 0/1 3/2018 	1 .00	81. 00	81 . 00	
Blair, Shelley	1 0/20/201 8	1 .00	81 .00	81 .00	
Blair, Shelley	1 0/27/2018	.50	81 .00	40.50	
Totals		1 4.00		2,249.50	

Administrative Support

Total Labor
Expenses
Reproductions
Delivery / Messenger Svc
Total Expenses

Number	Date	Balance	
01 88210 	8/31/2018 	3,317.06	
01 88494
Total	9/30/201 8	3,078.35
6,395.41
Total Now Due	$8,671.69	

Outstanding Invoices

1.15 times
Invoice Total this Period

5.00
1 8.29
23.29

2,249.50

I

26.78
$2,276.28

EnCJlctnd-Thim)& miller, Inc.
EIIGIJIEERS •l'\A'itlERS•SURVEYORS •GIS•IAlllSGAfEAACIIITECTS
1ms@SLA��./leRot�•Ja::tu.,r.-�.F'�J.ma•1a�-G.12-mo•tu9A.fHo-9-CaS
CA-{)l):))l58,4 LC-<OOXJ16

Governmental Management Services, LLC
1 001 Bradford Way
Kingston, TN 37763

Bill To:
Meadow View at Twin Creeks CDD 475 West Town Place
Suite 114 
St. Augustine, FL 32092	BY: ........................

Invoice

Invoice #: 36 Invoice Date: 12/1 /18 
Due Date: 12/1/18
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - December 20 18 
I nformation Technology - December 2018 Dissemination Agent Services - December 2018 Office Supplies
Postage C opies
Telephone

3,750.00
166.67
41 6.67
23.81
5.17 
351 .30
15.57

3,750.00
1 66.67
416.67
23.81
5.17 
351.30
1 5.57

Total	$4,729. 19 	
Payments/Credits	$0.00	
Balance Due	$4,729 .19 	

1-lopping Green & Sams
Attorneys and Counselors

119 S. Monroe Street, Ste. 300
P.O. Box 6526 Tallahassee, FL 32314
850.222.7500
=================================	STATEMENT =================================

Meadow View at Twin Creeks Community Development	Bill Number	103923	
District	Billed through	10/31/2018	
c/o GMS, LLC		
475 West Town Place, Suite 114		
St. Augustine, FL 32092		

November 27, 2018

General Counsel
MVTCDD	00001	JLE

FOR PROFESSIONAL SERVICES RENDERED

BY: .......................

10/02/18	JLE	Conference call regarding pool operating permit; follow-up.	0.40 hrs

10/09/18	JLE

10/16/18	JLE

10/16/18	JEM

10/17/18	JLE

10/17/18	JEM

10/18/18	JLE

10/18/18	JEM

10/18/18	LMG

10/19/18	JLE

10/19/18	LMG

10/22/18	JLE

10/22/18	LMG

Analyze tax issue; confer with Taylor regarding tax question; review and prepare comments on lease agreement; confer with Torres regarding the same; prepare draft letter regarding operating permit; prepare safety plan; revise amenity rules; email correspondence regarding the same.

Conference call regarding pool operating permit; email correspondence to DOH. Continued work on form of dock easement agreement.
Review and revise dock easement documents; email correspondence regarding the same.

Revise dock easement agreements; review community declaration of covenants regarding regulation of dock structures.

Confer with Torres regarding lease agreement; review email correspondence regarding the same; confer with Oliver regarding Board meeting; prepare for and attend Board meeting; email correspondence, and phone conference, with insurance carrier regarding lease agreement.

Review issues regarding form of dock easement. Email to Rudez regarding CDD insurance coverage.
Confer with Rudez regarding lease agreement and insurance related items; review edits to contract regarding the same; follow-up call with vendor; email correspondence.

Draft additional language for Crestmark contract.

Review law governing comparative negligence; confer with vendor regarding lease agreement; confer with Board Supervisor regarding the same.

Draft additional indemnification language for Crestmark agreement.

3.60 hrs

0.70 hrs

0.50 hrs

0.70 hrs

2.70 hrs

1.10 hrs

0.10 hrs

0.60 hrs

0.70 hrs

0.40 hrs

0.80 hrs

0.40 hrs

General Counsel	Bill No. 103923	Page 2

===-===============================-===================================================

10/23/18	JLE	Follow-up on vendor agreement; email correspondence.

10/24/18	JLE		Review RFP inquiry; review statutes governing confidentiality of audited financial statements; prepare email regarding the same; confer with Lockwood regarding bid opening meeting; follow-up email correspondence; review revised language from vendor; email correspondence to vendor regarding the same.

10/25/18	KEM	Review special district fee invoice form.

10/26/18	LMG	Review Crestmark agreement, send email regarding same.

0.20 hrs

1.30 hrs

0.10 hrs

0.40 hrs

10/30/18	LMG

10/30/18	KEM

Obtain signature and email signed version of lease purchase agreement. Research assessment levy resolution.

0.20 hrs

0.20 hrs

Total fees for this matter

DISBURSEMENTS
Conference Calls

Total disbursements for this matter

MATTER SUMMARY

$4,191.50

25.22

$25.22

Merritt, Jason E.	3.30 hrs	335 /hr	$1,105.50	
Earlywine, Jere L.	9.50 hrs	275 /hr	$2,612.50	
Ibarra, Katherine E. - Paralegal	0.30 hrs	145 /hr	$43.50	
Gentry, Lauren M.	2.00 hrs	215 /hr	$430.00	
TOTAL FEES			$4,191.50	
TOTAL DISBURSEMENTS			$25.22	
TOTAL CHARGES FOR THIS MATTER			$4,216.72	

BILLING SUMMARY

Merritt, Jason E.	3.30 hrs	335	/hr	$1,105.50	
Earlywine, Jere L.	9.50 hrs	275	/hr	$2,612.50	
Ibarra, Katherine E. - Paralegal	0.30 hrs	145	/hr	$43.50	
Gentry, Lauren M. 	2.00 hrs	215	/hr	$430.00	
TOTAL FEES				$4,191.50	
TOTAL DISBURSEMENTS				$25.22	
TOTAL CHARGES FOR THIS BILL				$4,216.72	

Please include the bill number on vour check.

Rive1:sicle Mm�agement Services, Inc,
9655 'Florida Mini1ig Blvd West Suite 305
Jackson�ille, FL 32257

Dat-e  --·1--I-nv-oic-e II--l

I I /28/2018 

Bill To

Mendow View @ Twin Creeks COD 475 West Town Pince
Suite 1 14
Sl. Augu�line, FL 32092

B'!': .......................

Terms

P.O. No.

Project

Operations Mnnagemenl Services - November 20 l8	1 ,666.67	l ,666.67

0  '?,.,0  I   '::)- 3 00  J 1-\ &, 0 0

Total	$1 ,666.67

IUverside Management Services, Jnc

		Invoice #	
E12/o1/,2,,018	2	

9655 Florid� lvlining Blvd West Suite 305
Jacksonville, PL 32257

,...	..--	===----�-r-oj_e_c -

Bill To
Meadow View @ Twin Creeks CDD
475 West Town Pince		
Suite 114
Sh Augustine, FL 32092	

L--P:.o�.--N=•-.  ��r� 	=·�-e=-rr-1s========

--·-

Qua·n-tity

D--escri-pti-on - _ 

___	:

�--.

Rate	Am�o-u-n-t --

Operntions Munagemcnt Services - December 2018	1 ,666.67	1 ,666.67

Total	Sl,666.67
---·----..-------·-----------------------'------· 	--__J

�n•-J
( 1.., I,, ,	18 

Questions on this invoice caJJ:
(866) 470-7133 Option 2

�
START STOP	l!!I NEWSPAPER
REFERENCE	�
DESCRIPTION	PRODUCT	
l.!.!.J BILLED l!!JTIMES
SAU SIZE	UNITS	RUN	
l.!.!.J	l!!J
RATE	AMOUNT	
09/30		Balance Forward			$5,506.18	
10/22	P51530	Payment - Lockbox 143			$-5,640.79	
10/10 10/17	103093203-10102018	Notice ofLandowners Meeting	SA St Augustine Record	2.00 X 5.0000	10	2	$8.98	$179.60	
10/10 10/17	103093203-10102018	Notice of Landowners Meeting	SA St Aug Record Online	2.00 X 5.0000	10	2	$8.97	$179.40	
10/11 10/11	103097637-10112018	NOTICE OF MEETING 10/18/18	SA St Augustine Record	1.00 X 4.7500	$8.98	$42.66	
10/11 10/11	103097637-10112018	NOTICE OF MEETING 10/18/18	SA St Aug Record Online	1.00 X 4.7500	$8.97	$42.61	
PREVIOUS AMOUNT OWED:	$5,506.18	
NEW CHARGES THIS PERIOD:	$444.27	
CASH THIS PERIOD:	($5,640.79)	
DEBIT ADJUSTMENTS THIS PERIOD:	$0.00	
CREDITADJUSTMENTS THIS PERIOD:	$0.00	

We appreciate your business.

nn	u

QECEIVE
NOV I 9 2018

B._Y -----

INVOICE AND STATEMENT OF ACCOUNT	AGING OF PAST DUE ACCOUNTS	• UNAPPLIED AMOUNTS ARE INCLUDED IN TOTALAMOUNT DUE

21I	CURRENTNETAMOUNT	221	30 DAYS	60 DAYS
$444.27	$0.00	$0.00
SALES REP/PHONE #	,.I 	

OVER 90 DAYS	• UNAPPLIED AMOUNT	,,1 TOTAL AMOUNT DUE
$0.00	$1 34.61	$309.66

1,1

ADVERTISER INFORMATION

Melissa Rhinehart	, 1

BILLING PERIOD	loI BILLEDACCOUNT NUMBER

ADVERTISER/CLIENT NUMBER     I2 I	ADVERTISER/CLIENT NAME

904-819-3423
MAKE CHECKS PAYABLE TO

10/01/2018 - 11 /04/2018   I	15651
The St. Augustine Record Dept 1261

I	15651	IMEADOW VIEW AT TWIN CREEKS COD

The St. Augustine Record

The St. Augustine Record Dept 1261 PO Box 121 261
Dallas, TX 75312-1261

PO Box 121261 Dallas, TX 75312-1261

'I	BILLING PERIOD

Payment Is due upon receipt.

PLEASE DETACH AND RETURN LOWER PORTION WITH YOUR REMITTANCE

2 I	ADVERTISER/CLIENT  NAME 	

10/01/201 8- 1 1/04/2018
COMPANY  ,,1	TOTALAMOUNT DUE
SA 7	$309.66	MEADOW VIEW AT TWIN CREEKS COD
UNAPPLIED AMOUNT	I,I	 	TERMS OF PAYMENT	
$1 34.61	I	NET 15 DAYS	
CURRENT NET AMOUNT	30 DAYS	I		60 DAYS	OVER90 DAYS	
	$444.27	$0.00		$0.00		$0.00	
'I	PAGE#	BILLING DATE	I,I	BILLEDACCOUNT NUMBER		ADVERTISER/CLIENT NUMBER	I	24 STATEMENT NUMBER	
	1 1/04/2018	15651		15651		0000029860	

ADVERTISING INVOICE and STATEMENT

BILLING ACCOUNT NAME.AND ADDRESS

MEADOW VIEW AT TWIN CREEKS COD 475 W TOWN PL STE 114 

1	1 1

SAINT AUGUSTINE FL 32092-3649
1111111IIIII11IllI1 11•11I•I 111II1• 1• 11hI h11•11I1111IIllil111

REMITTANCE ADDRESS

The St. Augustine Record Dept 1261
PO Box 121 261
Dallas, TX 75312-1261

T7u:4e0, :N5o1Av M6, 2018

Legal Ad Invoice
The St. Augustine Record

Acct:

915046954105850	Name:

4M7E5AWDOESWTVTIOEWNATPLTAWCIEN, CSRUEITEEKS1 1C4DD

PECh-lMioenaneitl::

MEADOWVIEW AT TWIN CREEKS C Address:	SAINT AUGUSTINE	FL
State:

Zip:	32092

Ad Number:
Start:

0S1 10A/00L36e1/0g2a90l2s181 5-01	Caller:	C1OURTNEY HOGGE

Issues:

Columns

1

City:

Paytype:
Stop:

B1 1IL/0L6/2018

Placement:

NOTICE OF MEETING MEADOW VIEWReAp:T TWMeINlissCaRREEhiKneShCartOMMUNITY DEVELOPMENT  DISTRICT  The regular meetin,

CopLDyienpLetsihne:
Price

4.7565
$85.27

NOTICE OF MEETING MEADOWVIEW ATTWINCREEKS COMMUNITI' DEVELOPMENT DISTRICT

�n �!����c,�;':�!ti l�e e!�����

TI,e regular meeting of the Board or Su­ pervisors of the Meadow View nl 1\vin Creeks Community Develop1m:nt Dis­ trict \\ill be held on Thursch,)'t Nm·cm­ ber 15, 2018 nt 10:00 n.nt. at the offi­ ces of Governmentnl M1u1ngcment Seniccs, 476 \Vest 1'mn1 Pl11ce1 Suite 114,  SeI.  AUl,'lL!ilinee, 1Florida  32092.
the {'rO\ision of Florido Lnw (or Com­ mumty Development Districts. The meeting mny be continued to n dntc, time, and ph,ce to be specified on the record at the mceti11g. A eopy of the agenda for this meeting mny be ob­ tallied   from   Gowrnmentnl   Mnnngl-._ ment Senires, LLC, 475 We&1 Town Place, Suite IM, St. Augustine, Floridn. 32092 orbycnlling (90i) 940-5850,

�h�

'l11ere may be oc�'\Sions when one or more Snper\'isors or staff wi.11 pnrtici­ pate by telephone. Pursuant to provi­ siom; ofthe Amtrlcans with Disabilities

��o°uia  ��:�:��t

bi;��ic� bJ{�t:�

Act, ruw ()Cl"SOll requiring spednl ac• commoclnt1ons    nt   tlus    meeting bemuse

[ne, NOcV e2 6,2v018eun

is	0    11	m
1��J� Ncl�;i�*·ic�1	t	�I��
(904) 940-5850 nt least  48  hours prior
to the meeting.    Jf you  are henring  or
b�iufi<,\� ���·1
1-800-955·8771    ('JTY)    /  1-800-955-
8770 (Voice), for aid in contacting the DislrictOffice.

A J.>enmn who decides to appeal ony ded• s1on  mnde  nt the  meeting with respect
to nny matter consi<lered at the meeting is ad\·ised thnt person \\ill need 11 reoord

1

of the procttdings nnd that accordingly, the person may need to ensure thilt il verbatim rec..-ord of the pmct.>t.'tlings  is nmdc inclutlin& the testimony nnd �,1� dence upon whtcl1 sul'h RJlJlt>nl i� to he b11Sed.

1

Jnmes Oliver Distrit.t Manng�r
000310!1215 N°'·ember 6 2018

THE ST. AUGUSTINE RECORD
Affidavit ofPublication

MEADOW VIEW AT TWIN CREEKS CDD 475 WEST TOWN PLACE, SUITE 114

SAINT AUGUSTINE, FL 32092

ACCT: 15651
AD# 0003 109215-01 PO#
PUBLISHED EVERY MORNING SUNDAY THROUGH SATURDAY ST. AUGUSTINE AND ST. JOHNS COUNTY, FLORIDA

STATE OF FLORIDA COUNTY OF ST. JOHNS
Before the undersigned · authority personally appeared JAMIE WILLIAMS who on oath says he/she is an Employee of the St. Augustine Record, a daily newspaper published at St. Augustine in St. Johns County, Florida; that the attached copy of advertisement being a NOTICE OF MEETING in the matter of NOVEMBER
MEETING was published in said newspaper on 11/06/2018.

Affiant further says that the St. Augustine Record is a newspaper published at St. Augustine, in St. Johns County, Florida, and that the said newspaper heretofore has been continuously published in said St. Johns County, Florida each day and has been entered as second class mail matter at the post office in the City of St. Augustine, in said St. Johns County, Florida -for -a period -of one year preceding the first publication of the attached copy of advertisement; and affiant further says the he/she has neither paid nor promised any person, finn or corporation any discount, rebate, commission, or refund for the purpose of securing this advertisement for publication in said newspaper.

MEADNOWOTVICIEEWOAFTMTEIVINE'flNCGREEKS COMMUNIDTYISDTERVICETLOPMENT

�f re !��!�� rn �!���� '���

ee	e  t	c

Thperrvei5gourslarofmteleietinMgeoadfothweVBioeawrdatofTSwuin­ tCrrieectkwsillCboemhmeludnoitnyTDehU1"5veld,;ipn)'m, eNntovDemis­ bceser 1o5f, 2G0o1v8earntm10e:n0t0al1t-mM,aantatgheemoeffint­ SlHe-n,iceSls, , A47ti5gWustiesnte,ToFwlonrPidlaace8,2S0u9it2e,
mthuenpityrovisDioenveloofpFmloernitda DLaiswtricfotsr. CTomhe­ tmimeeet,inagndmpalyacbeetocobnetinspeuecidfitedo aondathtee, raecgeonrdda aftothr ethmiseemtienegt.ingAmcoapyyboef othbe­ mtaiennetd Sefrrvoimces,GoI\.LC•e.m, m4e7n5taWl  eMstaTownagen­ 3P2la0c9e,2 oSuribteyc1a1l4li,nSgt(,9A0u4g)u9s4t0in-e5,85F0lo.rida

�to�l1is:�!rct0��hbl�c���e�i

Thmeorere mSuay�bneei6oocca.5ri; orionstsaffw,h1einll poanreticio­r 5piaotnesboyfttleieleApmhoenre.icaPnusrwliilltahnDt itsaobpilroitivesi- cAocmt,m1111oday t:pe10rsnsonat reth9JSuimrineetg inqigecbeio.lcauasce­

District Office.

t(9o04th)e9m4e0e-5ti8n5g0. aItflyeaosnt a4-8rehhmemarinpgrior Fsploeecridha Rimelpaayir&edrv,i�plebya:;edialcionngta7c1t-1t,h0e1 8l-787000-(9VSo5ic-e8)1,7lfor(aTidITi)n c/on1!nrl:i-800n-r;95t5h-e

sion m11de 11t the meeting with respect

A �ersou' who decide.Ii to appell] any deci­

i6 ad11!ied that person will need a record

to any matter c:onsidered at the meeting

mad   includin  the testimony and e\i­e,

the person may m�d to ensure that a

ofthe proce!!dings 11I1d that accordingly, verbatim  record of the proceedinp  is

DistrictManager

hdeunecde. upon whfiich such appeal is to be James Oliver
0003109215 November 6, 2018

fore me this	day of NOV O 6 2018
by 4�11J.!-4!1ll.L-l1�.A.ilL'l-4-'t-r°--who is personally known to me or

Notary Public State of Florida
Jennifer L. aurns
My Commission GG 1961 BB Expires 03/1-4(2022

,.&' TECO.
�.    PEOPLES   GAS 
.. AN E:MERA COMPANY

peo

ACCOUNT INVOICE

'P g.

plesgas.com	I	f W	in

AMENITY CENTER

850 BEACON LAKES PKWY

MEADOW VIEW AT TWIN CREEKS CDD BEACON LAKES BEACON LAKES AMENITY CENTER
ST AUGUSTINE, FL 32095
YPreovuiorusAAcmcoounut nDtueSummary

$601.50

SAtcactoeumnet:n2t 2D1a0t0e:41391/80371/21018 
Past Due - Pay Immediately	$49.87
Current month's charges :	$52.27
Total amount due:	$ 1 02.14 
Payment Due By:	11 /28/201 8

Help us avoid service interruptions

PPaaysmt Deunet(s-) RPeacyeIimvemdeSdiinacteelyLast Statement	-$$54591..6837
Current Month's Charges	$52.27
Total Amount Due	$1 02.14

Knowwhat's below.

Call 81 1 two days before your project to have utility lines

lines can easily be

Call before youdlg.

marked for free. Utility

n	u	damaged by planting

0ENcOV E1 31v2018En
B�-· ------

trees, installing fences, etc. Avoid potential service interruptions for you and your neighbors. Digging on Saturday? Call 81 1 by Wednesday. Visit sunshine811.com or peoplesgas.com/callbeforeyoudig.

Amount not paid by due data may be assessed a late payment charge and an additional deposit.

Endless hot water from this small unit?
Get one for $24.99/month or a rebate up to $675 after installation. Learn more at peoplesgas.com/tanklessoffer.

To ensure prompt credit, please return stub portion of this bill with your payment. Make checks payable lo TECO.

a	WAYS  TO  PAY YOUR BILL	Account: 221 004398311 

mail	phone  online	pay agent�

,J	!\ TECC>.

rl81 p	t o	p	,	di  t  I	$49 87

�.    PEOPLES   GAB
.. AN EMERA COMPANY

Enclosed	$-------

-
See mverse side for more mformolion

1

00000513 01 AV 0.37 32092 FTECO111071823365310 00000 05 01000000 007 06 28809 002
CENTER M•1E11A11D1 O• W••1 1V1 •I1E1W••1 •A1 1T111T1W1 1I·NIi·C11RI.E11E1K••S1•1C1 •OI1D1 11B1 1E1A1 1C11O·IN·11L•AKES  AMENITY

Current month's charges:	$52.27
Total amount due:	$102. 14 
Payment Due By:	11 /28/2018 
Amount
642741 064759

TMEACILOPAYMENTTO:

475 WTOWN PLACE, SUITE 1 1 4

m	BEACON LAKES AMENITY CENTER
ST AUGUSTINE, FL 32092-3649

TPA.OM. PBAO, XFL3133316831-3318

6427410647592210043983110000000102148	Page 1 of 4

□

,;B, TECC>.
�.       PE	PLES     GAS 
AN EMERA COMPANY

ACCOUNT INVOICE

Account:	221004398311

I f W 'P8•1 In

CStuartreemnetnmt oDnatthe':s charges due   11 11//2087//22001188 
Details of Current Month's Charges - Service from - 1 0/06/2018 to 11 /01/2018
Service for: 850 BEACON LAKES PKWY, ST AUGUSTINE, FL 32095	Rate Schedule: General Service 2 • Transportation

Number
ALQ12613	Read Date
11 /01/2018	Reading
0	Reading
0	Volume
0 CCF	BTU x Con
1 .049	version =	Total Used
1 .11 68	0.0 Therms	Period
27 Days	
Customer Charge	$50,00		Peoples Gas Usage History	
Natural Gas Service Cost
Other Fees and Charges		$50.00	Therms Per Day
Nov (Average)	
Deposit Payment(Receipt #100000948171 ')	$450.00		2018 0.0
OCT   0.0	
Keep this receipt as proof of payment for deposit			SEP O.O	
Gas Late Payment Fee	$2.27			
Total Other Fees and Charges		$2.27		
Total Current Month's Charges		$52.27		

Meter

Current

Previous

Measured	x

Billing

Page 3 of 4

�WEST ORANGE
� NURSERIES, INC.
4001 Avalon Road . Winter Garden, FL 34787 T 407.877.2930

Invoice

www.westorangenursuries.com

1IN1V4O8IC1E #

MeaBdILoLwTOV: C/0 GMS

iew @ Twin Creeks

475 West Town Place Suite 1 14 St. Augustine, FL 32092

11/1/2018

P.O. NUMBER	TERMS	ldii	SHIP

F.-0.B.	-

1 QUANTITY

MaiITnEteMnCanOcDeE

Monthly Lawn Mamtenance 2018 

ovem er ��

[oe, NOcV e1 9,2v018eun

TOTAL

$20,461 .29

11111 11 11 1111 1 11 111
296791

� WEST ORANGE
� NURSERIES, INC.
4001 Avalon Road . Winter Garden, FL 34787 T 407.877.2930
www.westorangenursuries.com

Invoice
11/1D3A/T2E018	1IN1V4O8IC4E #

BILL TO:

Meadow V C/O GMS

iew @ Twin Creeks

Mamtenance areas a	e September & October

-

475 West Town Place Suite 114 St. Augustine, FL 32092

P.O. NUMBER	TERMS	SHIP
1 1 /13/2018 

QUANTITY	ITEM CODE

2018

---�

F.O.B.	PROJECT

1	Maintenance

1	Maintenance

Monthly Lawn Mamtenance : me u es Pest Control & Fertilization to Property -
September 2018 - Additional areas added as complete for maintaining.

MonthlyL Pest Co Octob

Ori Oct

1111111 111111 1 11 Ill
?QA7Q1

6,769.35	6,769.35

rCEIVE�

NOV 1 9 2018
B'ft;;;;-

TOTAL	$10,038.70