Agenda 04/28/2026 Item #16A 4 (Resolution for final acceptance of the private roadway and drainage improvements, and acceptance of the plat dedications, for the final plat of Orange Blossom Ranch Outparcels)4/28/2026
Item # 16.A.4
ID# 2026-749
Executive Summary
Recommendation to approve a Resolution for final acceptance of the private roadway and drainage improvements, and
acceptance of the plat dedications, for the final plat of Orange Blossom Ranch Outparcels, Application Number
PL20220004173, and authorize the release of the maintenance securities in the amount of $1,238,425.20.
OBJECTIVE: To have the Board of County Commissioners (Board) grant final acceptance of the infrastructure
improvements associated with the subdivision, and authorize the release of the maintenance security.
CONSIDERATIONS:
1. The Shoppes will maintain the roadway and drainage improvements at Orange Blossom Association, Inc.
2. The required improvements have been constructed in accordance with the Land Development Code. The Growth
Management Department inspected the improvements on February 11, 2026, and recommends final acceptance.
3. A resolution for final acceptance has been prepared by staff and approved by the County Attorney's Office. The
resolution is required by Section 10.02.05 C of the Land Development Code. A copy of the document is
attached.
This item is consistent with the Collier County strategic plan objective to operate an efficient and customer-focused
permitting process.
FISCAL IMPACT: The Shoppes will maintain the roadway and drainage improvements at Orange Blossom
Association, Inc. The existing security in the amount of $1,238,425.20 will be released upon Board approval, based on
the work performed and completed pursuant to the terms of the Construction and Maintenance Agreement dated July 7,
2024.
GROWTH MANAGEMENT IMPACT: There is no growth management impact.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for
Board approval. - CLD
RECOMMENDATION(S): To grant final acceptance of the roadway and drainage improvements in Orange Blossom
Ranch Outparcels, Application Number PL20220004173, and authorize:
1. The Chairman to execute the attached resolution authorizing final acceptance of the improvements and plat
dedications.
2. The Clerk of Courts to release the maintenance securities.
PREPARED BY: Lucia S. Martin, Project Manager I, Development Review
ATTACHMENTS:
1. Location Map
2. Resolution
3. Bond Basis
4. Plat Map
ORANGE BLOSSOM RANCH
OUTPARCELS
LOCATION MAP
[26-EIS-05313/2003127/1]9
RESOLUTION NO. 26-____
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA
AUTHORIZING FINAL ACCEPTANCE OF CERTAIN
ROADWAY AND DRAINAGE IMPROVEMENTS AND PLAT
DEDICATIONS IN ORANGE BLOSSOM RANCH OUTPARCELS,
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT
BOOK 75, PAGES 52 THROUGH 53, AND RELEASE OF THE
MAINTENANCE SECURITY.
WHEREAS, the Board of County Commissioners of Collier County, Florida, on May
28th, 2024, approved the plat of Orange Blossom Ranch Outparcels for recording; and
WHEREAS, the Developer has constructed and maintained the roadway and drainage
improvements in accordance with the approved plans and specifications as required by the Land
Development Code (Collier County Ordinance No. 04-41, as amended); and
WHEREAS, the Developer is requesting final acceptance of the roadway and drainage
improvements and release of the maintenance security; and
WHEREAS, the Development Review Division has inspected the roadway and drainage
improvements, and is recommending acceptance of said facilities.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby
granted for those roadway and drainage improvements and plat dedications in Orange Blossom
Ranch Outparcels, pursuant to the plat thereof recorded in Plat Book 75, pages 52 through 53,
and the Clerk is hereby authorized to release the maintenance security.
BE IT FURTHER RESOLVED AND ORDERED that the roadway and drainage
improvements within Orange Blossom Ranch Outparcels will be maintained privately in the
future and will not be the responsibility of Collier County.
This Resolution adopted after motion, second and majority vote favoring same, this
______ day of ______________, 2026.
BOARD OF COUNTY COMMISSIONERS
ATTEST: COLLIER COUNTY, FLORIDA
CRYSTAL K. KINZEL, CLERK
__________________________ By:_________________________________
Deputy Clerk Dan Kowal, Chairman
Approved as to form and legality:
__________________________
Courtney L. DaSilva
Assistant County Attorney
CLD2/23/26
ORANGE BLOSSOM RANCH
OUTPARCELS
LOCATION MAP
CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISON IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS
entered into this ?th day of July , 20� between TheShopposalO..angoBlossom,LLC herein after
referred to as "Developer", and Board of County Commissioners of Collier County, Florida, hereinafter
referred to as the "Board". RECITALS:
A.Developer has, simultaneously with the delivery of this Agreement, applied for the approval by the Board
of certain plai of a subdivision to be known as: Orange Blossom ��ch Oulpa_?� . ----
8.Chapter 4 and ·10 of the Collier County Land Development Code required the Developer to post
appropriate guarantees for the construction of the improvements required by said subdivision regulations,said guarantees to be incorporated in a boncled agreement tor the construction of the required
improvements.
NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter set
forth, Developer and the Board do heraby covenant and agree as follows:
1.Developer will cause to be constructedAccess road and the associated water, sewer, and drainage improvements.
within 36 months from the date of approval said subdivision plat, said improvements hereinafter
referred to as the required improvements.
2.Developer herewith tenders its subdivision performance security (attached hereto as Exhibit "A" and by
reference made a part hereof) in the amount of$ 1,2 38,425 .20 which amount represents 10% of the total
contract cost to complete the construction plus 100% of the estimated cost of to complete the required
improvements at the date of this Agreement.
3.In the event of default by the Developer or failure of the Developer to complete such improvements within
the time required by the Land Development Code, Collier County, may call upon the subdivision
performance security to insure satisfactory completion of the required improvements.
4.The required improvements shall not be considered complete until a state ment of substantial completion
by Developer's engineer along with the final project records have been furnished to be reviewed and
approved by the County Manager or his designee for compliance with the Collier County Land
Development Code.
5.The County Manager or designee shall, within sixty (60) days of receipt of the statement of substantial
completion, either: a) notify the Developer in writing of his preliminary approval of the improvements; orb)
notify the Developer in writing of his refusal to approve improvements, therewith specifying those
conditions which the Developer must fulfill in order to obtain the County Manager's approval of the
improvements. However, in no event shall the County Manager or designee refuse preliminary approval
of the improvements if they are in fact constructed and submitted for approval in accordance with the
requirements of this Agreement.
6.The Developer shall maintain all required improvements for a minimum period of one year after preliminary
approval by the County Manager or his designee. After the one-year maintenance period by the Developer
has terminated, the Developer shall petition the County Manager or designee to inspect the required
improvements. The County Manager or designee shall inspect the improvements and, if found to be still
in compliance with the Land Development Code as reflected by final approval by the Board, the Board
shall release the remaining 10% of the subdivision performance security. The Developer's responsibility
for maintenance oj the required improvements shall continue unless or until ihe Board accepts
maintenance responsibility for and by the County.
7.Six (6) months after the execution of this Agreement and once within every six (6) months thereafter the
Developer may request the County Manager or designee to reduce the dollar amount of the subdivision
11/23/2021 Page 1 of 2
performance security on the basis of work complete, Each request for a reduction in the dollar amount of
the subdivision performance security shall be accompanied by a statement of substantial completion by
the Developer's engineer together with the project records necessary for review by the County Manager
or designee. The County Manager or designee may grant the request for a reduction in the amount of the
subdivision performance security for the improvements completed as of the date of the request.
8.In the event the Developer shall fail or neglect to fulfill its obligations under this Agreement, upon
certification of such failure, the County Manager or designee may call upon the subdivision performance
security to secure satisfactory completion, repair and maintenance of the required improvements. The
Board shall have the right to construct and maintain, or cause to be constructed or maintained, pursuant
to public advertisement and receipt and acceptance of bids, the improvements required herein. The
Developer, as principal under the subdivision performance security, shall be liable to pay and to indemnify
the Board, upon completion of such construction, the final total cost to the Board thereof, including, but
not limited to, engineering, legal and contingent costs, together with any damages, either direct or
consequential, which the Board may sustain on account of the failure of the Developer to fulfill all of the
provisions of this Agreement.
9.All of the terms, covenants and conditions herein contained are and shall be binding upon the Developer
and the respective successors and assigns of the Developer.
IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to be executed by
their duly authorized representatives this 7 -t � day of JULY , 20�.
SIGNED IN THE PRESENCE OF:
Printed tbme: Jtt iH, • e. tr/. E?c s. h:, n
ATTEST: , r ••. • '}.),1 .i;. r. -� ,. .. \. �).' ,... ,-;
Printed Name/Title
(President, VP, or CEO)
(Provide Proper Evidence of Authority)
BOARD OF COUNTY COMMISSIONERS
By: . By: ----+�,.__,-;:;__ _ __,,..,___,.<--'l,�----1-----..,.......,..��::.;,,...,.......,,�.....__.=.w....i���--C�.....L'� ( S l A
D
Assistant County Attorney
11/23/2021 Page 2 of 2
EXHIBIT "A"
Performance Security
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS: that
BOND NO. 100221936
Shoppes at Orange Blossom, LLC
270 West Plant Street, Suite 21 0
Winter Garden, FL 34787
(Hereinafter referred to a "Owner") and
Merchants National Bonding, Inc.
P.O. Box 14498
Des Moines, IA 50306-3 498
515-243-8171
(Name of Owner)
(Address of Owner)
(Address of Owner)
(Name of Surety)
(Address of Surety)
(Address of Surety)
(Telephone Number)
(hereinafter referred to as "Surety") are held and firmly bound unto Collier County, Florida, (hereinafter
referred to as "County") in the total aggregate sum of OneMillionTwoHundredThlrtyElghtThoosandFourHundredTwentyFlveand201100 Dollars
($1,238,425.20 ) in lawful money of the United States, for the payment of which sum well and truly
to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and
severally, firmly by these presents. Owner and Surety are used for singular or plural, as the context
requires.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Owner has submitted for approval by
the Board of a certain subdivision plat named Orange Blossom Ranch Outparcels and that
certain subdivision shall include specific improvements which are required by Collier County Ordinances
and Resolutions (hereinafter "Land Development Regulations"). This obligation of the Surety shall
commence on the date this Bond is executed and shall continue until the date of final acceptance by the
Board of County Commissioners of the specific improvements described in the Land Development
Regulations (hereinafter the "Guaranty Period").
NOW THEREFORE, if the Owner shall well, truly and faithfully perform its obligations and duties
in accordance with the Land Development Regulations during the guaranty period established by the
County, and the Owner shall satisfy all claims and demands incurred and shall fully indemnify and save
harmless the County from and against all costs and damages which it may suffer by reason of owner's
failure to do so, and shall reimburse and repay the County all outlay and expense which the County may
incur in making good any default, then this obligation shall be void, otherwise to remain in full force and
effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby, stipulates and agrees that
no change, extension of time, alteration, addition or deletion to the proposed specific improvements
shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change,
extension of time, alteration, addition or deletion to the proposed specific improvements.
PROVIDED, FURTHER, that it is expressly agreed that the Bond shall be deemed amended automatically
and immediately, without formal and separate amendments hereto, so as to bind the
Owner and the Surety to the -full and faithful performance in accordance with the Land Development Regulations. The term "Amendment", wherever used in this Bond, and whether referring to this Bond, or other documents shall include any alteration, addition or modification of any character whatsoever.
IN WITNESS WHEREOF, the parties hereto have caused this PERFORMANCE BOND to be executed this 26th day of June / 2024 ! ____ _
WITNESSES: (Owner Name and Title if Corporation) Sh t O Bl LLCoppes a range ossom,
(Provide Proper Evidence of Authority)
ACKNOWLEDGEMENT
STATE OF T.wM?IS
COUNTY OF fffiN&trJtl:tYI
THE FOREGOING PERFORMANCE BOND WAS ACKNOWLEDGED BEFORE ME BY MEANS
OF� PHYSICAL PRESENCE OR □ ONLINE NOTARIZATION THIS DAV OF l / I ! zozy-I 20 1.4 ' by �--®l8-Ml:Fll!YU£i£. (NAME OF ACKNOWLEDGER) AS M11:NB<3tff'., (TITLE) OF� OmriiJ3ijifhM uc(NAME OF COMPANY) WHO ,s PERSONALLY KNOW TO ..M._E, OR HAS PRODUCED ___________ AS IDENTIFICATION.
Notary Public -State of _1:[__... ... L""'HJ"""0'-'-'1$...L...-____ _
I
��
Pr�
OFFICIAL SEAL BROOKE L KOCHER NOTARY PUBLIC, STATE OF ltUNOIS MY COMMISSION EXPIRES 10/29/2025
WITNESSES:
Printed Name Christo •er
(Surety Name and Title if Corporation) M h t N . 1 8 d' 1 __ _ __ __, -ere an s atIona on mg, nc.
ACKNOWLEDGEMENT
STATE OF Indiana -------------
COUNTY OF -�lendrt�c t::-s
THE FOREGOING PERFORMANCE BOND WAS ACKNOWLEDGED BEFORE ME BY MEANS
OF ;zr PHYSICAL PRE_S.ENC OB._□ \ONLINE NOTARIZATION THIS DAY OF ()(2 / /4rJ / ?--�t ,20 ·z_v[ , by �-• t1. � .) � (NAME oF ACKNOWLEDGER) As f\ln+Dl¥-
(TITLEl OF Ct)(lSg_ ,{j:H) ¥,.._ (NAME OF COMPANY) WHO IS PERSONALLY KNOW TO ME, OR HAS PRODUCED LN b L AS IDENTIFICATION.
Notary Public -State of _.:fJ_rG_1_/(=1�/\�<1 ____ _
(S -L)
��1.llkaJA LCJ\H MICHELE SEALS
Notary Public • Se,1I
He11d1 i<. k, County • St<lll' uf lndi<1na
Co111111i,,,io11 Number NP0&89611
My C:ommi,,ion Expires Aug 18, 202'1
MERCHANTS
BONDlNG COMPANY, ..
POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually,
Catherine M Krueger; David M Oliger; Debra Hutts; Thomas G Woodason
their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and
authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,
bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof."
"The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed.•
In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. II is fully understood that consenli ng to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of
its obligations under its bond.
In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the CommissionerDepartment of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 3rd day of February , 2024
...• �1·,o°N·�······ ... ,�G-ca... MERCHANTS BONDING COMPANY (MUTUAL)
,••�� ..•••••• ,,,I. ,(J'•• • �� ......... �-b •. MERCHANTS NATIONAL BONDING, INC .
. ••� /c:,�"P0Ji;,··., 0-._ ••<l;)�-·�\\P0,9..j .. 1'� ••d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY
:J..:.:'(j �·-�� •• <., ..-4'.;..L•
�
-�:� -o- c,:o-•C.,;� f"'•.�;c Jij ti .. -1-;;3 °/�:
� ;z� � (.) •.. 2003 ,: .. 0: • -$-.;. ; ':Y: By
·.� ••. .··' •• • "&,··�C::--
STATE OF IOWA COUNTY OF DALLAS ss.
••• �,,�:·• ........ •:i:,� •• -•• '-lii,· .... •·\, •• President
#."':"ltf * •" ... *· .. • ·············••"'•....•
On this 3rd day of February 2024 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors.
Penni Miller
Commission Number 787952
My Commission Expires
January 20, 2027
(Expiration of notary's commission does not invalidate this instrument)
I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF-ATTORNEY executed by said Companies, which is still in full
force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 26th day of June ,2024.
,z;���-Secretary
POA 0018 (1/24)
EXHIBIT "B"
Signing Authority
324 FLORIDA LIMITED LIABILITV C.OMPANV ANNUAL REPORT
OOCUMf'.r-lT#· t220000·3299i7
Enti.il)' Name: THE SHOPPES .Ar ORANSE BLOSSOM, UC
C'utfenl Pt1n!:qtaj Place cf EU.!lsinass:
270 WIEST PLANT S.TRECT SUITE: 21Ci
WI. ER GARO�N. r;,1_ 3-1-787
ClltretU M.aLU119 A.ddres-s:
270 WEST !PLANT STREET
SUllE 210
\�flNTE:R GARD EN, FL 34 787 US
FIE] NUmber: 85-2.82.9943
Na.me �nd Addre!is of Curtten.t lRegi�d Agent:
CORPORATK:1N SERViC E COMP.MN t2Cr11 INtS S"MCCT :ALLAIIASS.:.C, fL l2'.!t'.11 US
MG
f•fonll!
Ti l! MG
fROST, C RTIS
FliLEO Apr 1·0, 2024
Se-ere-tary of State 79·1 S90217'9CC
Ju.J!lrn.s�
BRUMLE\1(, JONI.TH/IN
:2?0 WEST PLA)lT STRCC SUI t:2i0 2Ja v.•i;:s PLAN 5TR;:rr
SUI C :21.0
Ct'} St;t i:-2�: \\IIN CR C'-,1\RDC •• J;L 34.J[!;j'
KOPt<O, c�AJG
no 'WEST PLA)n STREET SUI C:210
Ct,� S1·• !. Zti: w1tn:t1R G.1\RO:£ f.'L 3-t}Bi'
CIL:,,SL.:J� Zip: Wll'..rJCJ;: GAR;DUJ f.'L :J.t.·i'fl:7
l f1Q-...-O/Uffl),.YL:-a 1; •1$· :u.l.JIU:'l.1ui.$,xlc.· �-: •u-. � :n._11• ut , 1, ,1:i.t-.a1J_J _,nJ�1ny&.\· u.,:..o·,/ ·, L.'IL,,1.1\.L �.Ur\Lf.i ... u .iv.11.1;_;,�·:n:.,1.cU.• ·,,u . ..ag-n ti1 c1 � U� tJt.U1�!)'Ll"U, n ,•.,tu.•h&.b.h,,_ju.,-,.:.:11.; •u.1lu1• .... 1 i:,: lU'.!
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Mi\NAGER O•tl 10/202·1
16A7
EXHIBIT "C"
Opinion of Probable Cost
16A7
1 , 111‘. h.
ENGINEERING
Git>1. sie.r;al Er,r,.,..-•, FI d;r..rrs&Lard Sjrvw i.
PRELIMINARY ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
FOR RESIDENTIAL CONSTRUCTION
ORANGE BLOSSOM OUTPARCELS
03/2024
ITEM
NO. DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE
A. EARTHWORK
1 Clearing and Grubbing 9.5 AC 1,000.00 9,500.00
2 Final Grading 1 LS 10,000.00 10,000.00
3 Sod 15,750 SF 0.25 3,937.50
Sub Total 23,437.50
B. PAVEMENT
1 Type"A"Curb 140 LF 14.00 1,960.00
2 Type"F"Curb 3,099 LF 15.00 46,485.00
3 Concrete Sidewalk 15,083 SF 4.50 67,873.50
4 2"Asphalt(Type SP 9.5)(2-1"lifts) 4,793 SY 10.00 47,930.00
5 8"Limerock Base 4,793 SY 9.00 43,137.00
6 12"Stabilized Subgrade(Labor) 5,751 SY 3.00 17,253.00
7 Signing&Pavement Markings 1 LS 15,000.00 15,000.00
Sub Total 237,678.50
C. DRAINAGE
1 18"RCP 433 LF 60.00 25,980.00
2 30"RCP 37 LF 105.00 3,885.00
3 48"RCP 33 LF 130.00 4,290.00
4 Catch Basin 8 EA 3,500.00 28,000.00
5 Throat Inlet 10 EA 4,800.00 48,000.00
Sub Total 110,155.00
D. POTABLE WATER CONSTRUCTION
1 10"PVC Water Main 1,280 LF 80.00 102,400.00
2 10"Gate Valve 2 EA 3,200.00 6,400.00
3 Fire Hydrant(Complete Assembly) 4 EA 4,500.00 18,000.00
4 Connect to Existing WM 2 EA 2,500.00 5,000.00
Sub Total 131,800.00
E. SANITARY SEWER CONSTRUCTION
1 8"PVC Sanitary Sewer(0-6'Cut)289 LF 75.00 21,675.00
2 8"PVC Sanitary Sewer(6-8'Cut)400 LF 95.00 38,000.00
3 8"PVC Sanitary Sewer(8-10'Cut) 175 LF 110.00 19,250.00
4 8"PVC Sanitary Sewer(10-12'Cut) 185 LF 125.00 23,125.00
5 8"PVC Sanitary Sewer(12-14'Cut) 52 LF 140.00 7,280.00
6 Manhole 4'Diameter(0-6') 2 EA 5,200.00 10,400.00
7 Manhole 4'Diameter(6-8') 1 EA 6,500.00 6,500.00
8 Manhole 4'Diameter(10-12') 1 EA 8,000.00 8,000.00
9 Lift Station 1 EA 300,000.00 300,000.00
10 6" DR-11 PVC Forcemain 1,276 LF 50.00 63,800.00
11 6" DR-14 PVC Forcemain 129 LF 60.00 7,740.00
12 12"Steel Casing 70 LF 140.00 9,800.00
13 Connect to Existing FM 1 EA 2,500.00 2,500.00
Sub Total 518,070.00
S:\Jobs\87xx\8731\Documents\County\PPL\Orange Blossom Outparcels OPC 3-81-24.xlsx
16A7
t
ENGINEERING
Professional Engineers,Mariners 3s Land 5+lrveyors
F. OFFSITE
1 Concrete Sidewalk 2,157 SF 5.60 12,079.20
2 Type"F'Curb 415 LF 15.00 6,225.00
3 1"Asphalt(Type SP 9.5) FL 726 SY 10.00 7,260.00
4 3"Asphalt(Type SP 12.5)(2-1.5"lifts) 726 SY 18.00 13,068.00
5 10"Limerock Base(compacted and primed) 726 SY 9.00 6,534.00
6 12"Stabilized Subgrade 871 SY 3.00 2,613.00
7 Singing and Striping 1 LS 5,000.00 5,000.00
8 Catch Basin 1 EA 3,500.00 3,500.00
9 Type 6 Throat Inlet 1 EA 6,000.00 6,000.00
10 18"RCP 146 LF 60.00 8,760.00
Sub Total 71,039.20
G. Misc.
1 Trees 95 EA 250.00 23,750.00
2 Shrubs 1,077 EA 75.00 80,775.00
3 Mulching 295 CY 50.00 14,750.00
4 Irrigation 17,700 SF 0.25 4,425.00
5 Single Light Pole 11 EA 750.00 8,250.00
6 Double Light Pole 1 EA 1,000.00 1,000.00
Sub Total 132,950.00
Total 1,225,130.20
10%Increase 13,295.00
Digitally signed
by David B
GRAND TOTAL 1,238,425.20
Prepared By: a° ^•y Addison
J '
Printed°"YI
Date:
2024.06.12
08:57:04-04'00'
D.Brent Addison,P.E. #70611
Banks Engineering
S:\Jobs\87xx\8731\Documents\County\PPL\Orange Blossom Outparcels OPC 3-8324.x1sx
BAN KS
ENGINEERING
PROFESSIONAL ENGINEERS, PLANNERS, & LAND SURVEYORS
SERVING THE STATE OF FLORIDA
10511 SIX MILE CYPRESS PARKWAY -SUITE 101
FORT MYERS, FLORIDA 33966
PHONE: 23,9-939-5490 FAX: 239-939-2523
FLORIDA BUSINESS CERTIFICATE NUMBER LB 6690
THIS INSTRUMENT WAS PREPARED BY:
ALLEN M. VOSE III, P.S.M. LS7191
ORAN
ti
• i
i
G E BLOSSOM
RANCH
A SUBDIVISION
OUTPARC L'S
LYING IN:S"ECTION 13. TOWNSHIP 48 SOUTH. RANGE 27 EAST
NOTICE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, 1S THE OFFICIAL DEPICTION OF
THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN, NO CIRCUMSTANCES, BE
SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE
PLAT. THERE. MAY BE ADDITIONAL RESTRICTIONS THAT- ARE NOT RECORDED ON
THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
A- l -
LEGAL DESCRIPTION
A TRACT OR PARCEL OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN SECTION
13, TOWNSHIP 48 SOUTH, RANGE 27 EAST, BEING FURTHER BOUND AND DESCRIBED AS FOLLOWS:
COMMENCING AT THE :SOUTHWEST CORNER OF TRACT "R-2", RANCH AT ORANGE BLOSSOM, PHASE 2A,
RECORDED IN PLAT BOOK 62, PAGES 84 THROUGH 96, OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA; THENCE N-89'31'04" E ALONG THE SOUTH LINE OF SAID TRACT FOR 230.28 FEET TO AN
INTERSECTION WITH. THE EASTERLY RIGHT-OF-WAY LINE OF BIG CORKSCREW DRIVE (WIDTH VARIES), AS
DESCRIBED IN OFFICIAL RECORDS BOOK 6114, PAGES 1919 THROUGH 1922, OF SAID PUBLIC RECORDS,
SAID POINT ALSO BEING THE BEGINNING OF A NON -TANGENT CYRVE TO THE LEFT HAVING A .RADIUS OF
275.00 FEET, 'TO WHICH POINT A RADIAL LINE BEARS S 35'36'49" W; THENCE EASTERLY ALONG , SAID
EASTERLY RIGHT-OF=WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 30'46'23" FOR 147.70
FEET TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 335.00 FEET; THENCE
SOUTHEASTERLY ALONG SAID EASTERLY RIGHT=OF-WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE
OF 41'53'21 " FOR 244A2 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO . THE RIGHT HAVING A
RADIUS OF 462.16 FEET, TO WHICH POINT A RADIAL LINE BEARS N 48'41'34" E; THENCE SOUTHERLY ALONG
SAID EASTERLY. RIGHT-OF-WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 39*49,54" FOR
321.29 FEET; THENCE S 01'28'33" E ALONG SAID EASTERLY RIGHT-OF-WAY LINE FOR 83.16 FEET TO THE
POINT' OF BEGINNING OF A PARCEL OF LAND HEREIN DESCRIBED, SAID POINT BEING THE BEGINNING OF A
CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 90'00'02" FOR 39.27 FEET; THENCE N 88731'25" E FOR 199.72' FEET TO
THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 167.50 FEET; THENCE 'EASTERLY ALONG
SAID CURVE THROUGH .A CENTRAL -ANGLE OF 43'08'46" FOR 126.13 FEET TO THE BEGINNING OF A REVERSE
CURVE TO THE LEFT HAVING A RADIUS OF 117.50 FEET; THENCE EASTERLY -ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 43'08'46" FOR 88.48 FEET; THENCE N 88°31'25" E FOR - 638.00 FEET TO THE
BEGINNING OF A. CURVE TO THE RIGHT HAVING A RADIUS OF 167.50 FEET; THENCE EASTERLY ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 24'04'04" FOR 70.36 FEET TO THE BEGINNING OF A REVERSE
CURVE TO THE LEFT HAVING A RADIUS OF 117.50 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE QF 24-04'04" FOR 49.36 FEET; THENCE N 88'31'25" E FOR 26.54 FEET TO THE BEGINNING
OF A CURVE 'TO THE LEFT HAVING A RADIUS OF 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 88'26'25" FOR 38.59 FEET TO AN INTERSECTION WITH THE WEST LINE OF
TRACT "C", ORANGE BLOSSOM RANCH, PHASE 1 A, RECORDED IN PLAT BOOK 45, PAGES 58 THROUGH 61, OF
SAID ., PUBLIC RECORDS; THENCE S 00'04'59" W ALONG SAID WEST LINE FOR 317.27 FEET TO AN
INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (COUNTY ROAD 858 - 2W FEET
WIDE); THENCE S 88'50'06" W ALONG SAID NORTH RIGHT-OF-WAY LINE FOR 868.01 FEET; THENCE
S 18W-35'35" W ALONG SAID NORTH RIGHT-OF-WAY LINE FOR 348.82 FEET TO AN INTERSECTION WITH SAID
EASTERLY RIGHT-OF-WAY LINE; THENCE N 01'28'33" W ALONG SAID EASTERLY RIGHT-OF-WAY LINE FOR
4-08.44 FEET TO THE POINT OF BEGINNING.
NOTES:
1. ALL DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF, UNLESS OTHERWISE NOTED.
2. ALL INTERNAL MONUMENTATION TO BE SET IN ACCORDANCE WITH F.S. SECTION 177.091.
3. BEARINGS ARE BASED ON THE "STATE PLANE COORDINATE SYSTEM" FLORIDA ZONE EAST NAD 83/2011
(CORS), WHEREIN THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (COUNTY ROAD 858 - 200 FEET
WIDE) BEARS S 89'35'35" W.
4. SUBJECT PARCEL CONTAINS: 9.32 ACRES, MORE OR LESS.
5. SUBJECT TO THE FOLLOWING:
A. DEVELOPMENT AGREEMENT BY AND BETWEEN THE SHOPPES AT ORANGE BLOSSOM, LLC, A FLORIDA
LIMITED LIABILITY -COMPANY AND BRYAN W PAUL FAMILY LIMITED LIABILITY LIMITED PARTNERSHIP
DATED AUGUST 15, 2022, RECORDED AUGUST 18, 2022 IN OFFICIAL- RECORDS BOOK 6164, PAGE
33011, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA,
B. LIFT STATION EASEMENT AGREEMENT BY AND BETWEEN THE SHOPPES AT ORANGE BLOSSOM, LLC, A
FLORIDA LIMITED LIABILITY COMPANY AND BRYAN W PAUL FAMILY LIMITED LIABILITY LIMITED,
PARTNERSHIP DATED' AUGUST' 15, 2022, RECORDED AUGUST 18, 2022 IN OFFICIAL RECORDS BOOK
6164 PAGE 3343, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
C. ACCESS EASEMENT AGREEMENT BY AND BETWEEN THE SHOPPES AT ORANGE BLOSSOM, LLC, A
FLORIDA LIMITED LIABILITY COMPANY AND BRYAN W PAUL FAMILY LIMITED LIABILITY LIMITED
PARTNERSHIP DATED AUGUST 15, 2022, RECORDED AUGUST 18, 2022 IN OFFICIAL RECORDS BOOK
6164, PAGE 3356, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
SURVEYOR'-S CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM A BOUNDARY SURVEY
PERFORMED BY ME, OR UNDER MY SUPERVISION, AS PROVIDED IN CHAPTER
177.041, FLORIDA STATUTES AND THAT, THIS PLAT COMPLIES WITH ALL THE
REQUIREMENTS OF CHAPTER 177; PART 1, AS . AMENDED, FLORIDA STATUTES.
IT IS FURTHER CERTIFIED THAT ALL PERMANENT REFERENCE MONUMENTS
HAVE BEEN SET PRIOR TO RECORDING OF THIS PLAT AND THAT ALL PERMANENT
CONTROL POINTS AND LOT CORNERS WILL BE SET PRIOR 'TO FINAL ACCEPTANCE
OF THE REQUIRED IMPROVEMENTS.
BANKS ENGINEERING
VO
ALLEN M., VOSE III, P:S.M. 719i '`
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATION: NO. 7191 m
BUSINESS CERTIFICATION NO. 6690 e A -t-
-" STATE OF Al
A, FLORIDA C
t�6-a1W�a4� fi;
BANKS ENGINEERING `,l%'� �,sur e;0�`,,`��
10511 SIX MILE. CYPRESS PARKWAY, SUITE 101
FORT MYERS, FLORIDA 33966
JI
COLLIER COUNTY
COUNTY APPROVAL
COUNTY ENGINEER
THIS PAT APPROVED jBY THE GR
COLLIER CO NTY, FL(g'RIDA, THIS -
FLORIDA
INITY SKETCH
NOT TO SCALE)
2024, A.D.
COUNTY SURVEYOR `.
THIS PLAT REVIEWED BY THE COLLIER COUNTY SURVER THIS / 7 Taw DAY OF
.1UL�i 2024, A.D.
MA CUS L. BERMAN, P.S.M.
COLLIER COUNTY SURVEYOR
COUNTY ATTORNEY
- ST
THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS DAY OF
A 15 C"A Ono
DE D. PERRY
_ ASSISTANT COUNTY ATTORNEY
COUNTY COMMISSION APPROVAL
STATE OF FLORIDA
COUNTY OF COLLIER
THIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF
COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, THIS DAY OF
t'Yl 2024, A.D., PROVIDED THAT THE PLAT IS FILED IN THE OFFICE OF
THE CLERK T E CIRCUIT COURT OF COLLIER 'COUN LORIDA.
Adtest as to Chaiciian's
$i nat.e OF4
BY: 1 A ) . � BY: '
ATTEST: CTAL . KINZEL, CHRIS HALL, CH IRMAN
CLERK OF \THE CIRCUIT COURT BOARD OF COUNTY COMMISSIONERS
& CONTROLLER ° IN AND FOR COLLIER COLLIER COUNTY, FLORIDA
COUNTY, FLORIDA
FILING RECORD
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT. IT COMPLIES IN "
YJ `
FORM WITH THE REQUIREMENTS OF CHAPTER 177, FLORIDA' STATUTES. I FURTHER CERTIF'"
THAT SAID PLAT WAS FIB FOR RECORD AT b 63 (A. M. OR �.) THIS '
DAY OF tictalhee 2024 -A.D. AND DU Y RECORDED IN PLAT
BOOK PAGES) INCLUSIVE, OF THE4 l'#1B_LIC RECORDS OF
COLLIER COUNTY, FLORIDA.
- CRYSTAL K. KINZEL CLERK .
OF CIRC__UIT COURT & COMPTROLLER
IN AND FOR COLLIER COUNTY, FLORIDA ,r �: =''=
PLAT BOOK PAGE
SHEET 1 OF 2
DEDICATION:
KNOW ALL MEN BY THESE PRESENTS THAT SHOPPES AT ORANGE . BLOSSOM, LLC, A FLORIDA LIMITED
LIABILITY COMPANY, HAS ,CAUSED THIS PLAT OF ORANGE BLOSSOM RANCH OUTPARCELS, A
SUBDIVISION LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA
TO BE MADE AND HEREBY DEDICATE THE -F..OLLOWING:
t
A. DEDICATE TO THE SHOPPES AT ORANGE BLOSSOM ASSOCIATION, INC., ITS SUCCESSORS AND
ASSIGNS:
1, TRACT "R" FOR THE PURPOSE OF A PRIVATE ROAD RIGHT-OF-WAY (R.O,W.) SUBJECT TO
THE EASEMENT DEPICTED HEREON (C.U.E., P.U.E., A.E., AND D.E.), WITH THE RESPONSIBILITY
FOR MAINTENANCE.
2. ALL .DRAINAGE EASEMENTS-(D.E.) FOR STORM WATER MANAGEMENT PURPOSES, WITH
RESPONSIBLY FOR MAINTENANCE.
3. ALL ACCESS EASEMENTS (A.E.), WITH RESPONSIBILITY FOR MAINTENANCE.
4. ALL LANDSCAPE .BUFFER EASEMENTS (L.B.E.), WITH RESPONSIBILITY FOR MAINTENANCE.
B. DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:
1. AN ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R" WITH NO RESPONSIBILITY FOR
MAINTENANCE.
2. ALL DRAINAGE EASEMENTS (D.E.) FOR STORM WATER MANAGEMENT PURPOSES, WITH NO
RESPONSIBILITY FOR MAINTENANCE.
C. DEDICATE TO COLLIER COUNTY WATER SEWER DISTRICT (CCWSD):
1. THAT ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER, NONPOTABLE
IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S) THEREOF AND INGRESS
AND EGRESS RIGHTS, WHERE APPROPRIATE; ARE E PROVIDED TO THE COLLIER COUNTY
WATER -SEWER DISTRICT. TO OPERATE AND MAINTAIN POTABLE WATER, NON -POTABLE
IRRIGATION WATER AND/OR WASTEWATER UTILITY SYSTEMS OR PORTIONS) THEREOF WITHIN
THE PLATTED AREA AFTER FINAL CONVEYANCE TO THE CCWSD, AND, WHERE APPLICABLE, TO
INSTALL THE CCWSD5 CONNECTING UTILITY FACILITIES WITHIN SUCH., EASEMENT(S), WITH NO
RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE EASEMENT AREA; AND
2.. APPLICABLE POTABLE, WATER, NON -POTABLE IRRIGATION WATER AND/OR WASTEWATER
SYSTEMS) OR PORTIONS) THEREOF CONSTRUCTED WITHIN THIS .PLATTED AREA IN
COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE COLLIER COUNTY UTILITIES
STANDARDS AND PROCEDURES ORDINANCE (2004-31), AS AMENDED, :SHALL BE CONVEYED
TO THE BOARD AS THE EX-OFFICIO GOVERNING BOARD OF THE WATER -SEWER ' DISTRICT
UPON ACCEPTANCE OF THE ADDITIONS, EXTENSIONS AND/OR IMPROVEMENTS REQUIRED BY
THE PLAT.
D. DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E:) TO ALL LICENSED OR
FRANCHISED PUBLIC OR PRIVATE UTILITIES PURPOSES. ALL PLATTED •PUBLIC UTILITY EASEMENTS
(P.U.E.)- SHALL ALSO BE EASEMENTS FOR CONSTRUCTION, INSTALLING, MAINTENANCE, AND
OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER NO -,SUCH CONSTRUCTION,
INSTALLATIONS MAINTENANCE AND OPERATION OF , CABLE TELEVISION SERVICES SHALL INTERFERE
WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR. OTHER PUBLIC
UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES , -THE FACILITIES OF A PUBLIC
UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION, SHALL NOT
APPLY TO THOSE PRIVATE.,. EASEMENTS ,GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC,
TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION,. INSTALLATION,
MAINTENANCE AND OPERATION SHALL COMPLY, WITH THE NATIONAL ELECTRIC SAFETY CODE AS
ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.
E. DEDICATE TO COLLIER COUNTY, ITS FRANCHISEES AND THE NORTH COLLIER FIRE CONTROL & -
RESCUE DISTRICT:
1. A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R" FOR USE BE
GOVERNMENTAL VEHICLES IN' THE EXECUTION OF 'THEIR DUTIES, INCLUDING BUT NOT LIMITED
TO EMERGENCY MEDICAL SERVICE; FIRE DEPARTMENT SERVICE, AND UTILITY SERVICE, WITH
NO RESPONSIBILITY FOR MAINTENANCE.
IN WITNESS WHEREOF, SHOPPES AT ORANGE BLOSSOM, LLC, A FLORIDA LIMITED LIABILITY COMPANY,
THE, OWNER HAS CAUSED THIS DEDICATION TO BE MADE THIS L_ DAY OF a 011 .
2024.
SHOPPES AT ORANGE, BLOSSOM, LLC
A FLORIDA LIMITED LIABILITY COMPANY
BY.
JON&T AN BRUMLEVE WITNESS
MANAGER
PRINTED NAME
WITS
PRINT D NAME
ACKNOWLEDGMENT:
STATE OF--
COUNTY OF '��.
THE FOREGOING DEDICATION ,WAS ACKNOWLEDGED FORE ME BY MEANS OF V�') PHYSICAL
PRESENCE OR O ONLINE NOTARIZATION THIS I DAY OF � _�u1`l 2024,
BY JONATHAN BRUMLEVE, AS A MANAGER OF SHOPPES AT ORANGE BLOSSOM, LLC, A FLORIDA
LIMITED LIABILITY COMPANY, WHO 18 PERSONALLY KNOWN TO ME OR HAS
PRODUCED f RS-[DENTIFrc-ATFON.
NOTAKY PUEi I - S ATE OF IDIF
PRINTED NAME ,
COMMISSION NO. MY C M ISSION EXPIRES - - --.i
A
1:
i,
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j' II
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1, 1
1
I.
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. Ks
..,ENGINEERING
PROFESSIONAL ENGINEERS, PLANNERS, & LAND SURVEYORS
SERVING THE STATE'OF FLORIDA
10511 SIX MILE CYPRESS PARKWAY - SUITE 101
FORT MYERS, FLORIDA 33966
PHONE: 2397939-5490 FAX: 239-939-2523
FLORIDA BUSINESS CERTIFICATE NUMBER LB 6690
THIS INSTRUMENT WAS PREPARED BY:
ALLEN M. VOSE III, P.S.M. LS7191
0RAN-,G`7',.,B.L0S-S,0M RANCH OUTPARCELS
A SUBDIVISION
LYING N'. SECTION 13) TOWNSHIP 48 SOUTH, RANGE 27 EAST
COLLIER COUNTY, FLORIDA
i
PLAT BOOK PAGE
SHEET 2 OF 2
WORKMAN WAY
to, U.E /�RADIAL LINE �10' P.U.E TRACT
i 1 (O.R. 6114, i 1
L 1 P.l. / C1 S 35 36'49" W i 1 PG 1947) i N 88 31 '25" E 74. 90, 1
SOUTH &NE _ SYMBOL LEGEND. I 1 ,
P.R.C. • INDICATES LOT CORNER ,SET 5 8 , IRON TRACT R-2 C? I
- / ". ON ROD 'AND -_', �-_--- L17---♦
'UNLESS 1 I-------L---- -_-- -�
CAP STAMPED BANKS ENG LB 6690
~" 'IJ�'�' 1--------- T
EASTERLY R/W LINE OTHERWISE NOTED . 1 ' - i i 34.90'T 1
POINT OF �C1F'.' BIG CORKSCREW DRIVE ■ - INDICATES SET PERMANENT REFERENCE MO �UMENT 1 q Al % �•i 'I-t 1� •-� W Li 1
COMMENCEMENT 1, ,�'� P R.M. 5 8" .IRON ROD AND CAP 'STAMPS PRM =1 ao i I i � I 1 L.B.E. I � m 1 �
SOUTHWEST CORNER (O.R. 6114 PAGES 1919-1922 BANKS )ENG. LB 6690 UNLESS OTHERWISE ,SHOWN I ��_30X40 I I^ 50 25 0. 50 100
P P t CU I I Li , , , ,
1RACT »R 2" w _-�^ I C.U.E. i I� I 1
O - INDICATES PERMANENT CONTROL POINT (P.C:P.), 1 (Y, -� I I �, I »
UCH AT ORANGE BLOSSOM, C1 w N - NAIL AND METAL DISK B-EARIN,G_,THE SURVEYOR'S 3. io i i j 1 GRAPHIC SCALE 1 = 50
0 TE
PHTISE 2A
PB. 62, -PAGES
CERTIFIQATE NUMBER.TO BE SET IN ';ACCORDANCE
1
>t
o i�
84-96)
COMMENCEMENT LEAD-IN IS NOT
WITH F":S. SECTION 117.091
�'
^
TO SCALE AND IS FOR
1
��
C16 I
--- -I-------
----
I
--� I
1
GRAPHICAL PURPOSES ONLY
1
- ?o
L6
1
II
F--
L8
--------------
-------�
/ 1
I
POINT OF l L10 1
104, BEGINNING UNPLATTED
- 1----1-------------------------- 1 10' P.U.E.
I
1 10, I 1 (P.B. 45, PGS 58-61)
I 1 L.B.E. I LOT 1 1
N 88'31'25'" E 199- 72' I I
Lo
cs I 1 �'� I DETAIL A UNPLATTED
N r 1 10 L.B.E & l.E.
d , TRACT R (A-E, C.U.E. D.E., & P.U.E.) �, P. C (P.B. 45, PGS. 58-61) co I
I _ _ SCALE: 1 " = 20' 1 00
o, N883125 E 224.73 65.06 �i ������ ���.����������������..
i -- �--------------•� L5 C16 N 8831'25" E h P
, » ' C15 _------------N=----_ C1� �, ! / R, ;v Q
N 883125 E �,4.90 �-_------------------ `� I:
I 1 G-------- / J-- , P.R.C. I C6;4' N 88'31'25° E 638.00' C7 Q
I 1 }--- `rt -T--T-
i 30'X40' II W II 13 C25 _ N 8831'25" E-----_ C `��
I 1 1 c.u.E, I I ---------- - ? �, c ( , » WORKMAN WAY N P c. - C8 L3
I 1 i I I -, 1 L 12 �--�- _� 6 `\\� 1� w , » _ N 88 3125 E 405.95 _ _
I 1 I I I 1------ N P. T. 8 3_125 E 191.05' P l - _ _
I 1 I _ -�� __J .1�--SEE 5' C.U.E. 883125 E 336.64 (45' PRIVATE RIGHT-OF-WAY) C.
I 1 I N , » PR
I 1 t- -- cv�_ ' 1 .\ ,; ______ ________---------------------
1 1 DETAIL 55' I __--------�------------ - -
------ „ _, 1----------------?1 N 88 3125
��----------------- - - - _E
---------•-------� 10 P.U.E. -- � _ ,. � _
I -T- A `. I� �`------- '` �� /� DRAINAGE EASEMENT �� Ttj -�_ P. T. L4 PI
& L.B.E. 225' 22.5' t t o » `ll. CT 'R I
A
I Q
( N 883125 E 128 5 - c' i L - I ^----------------------- -- N ----- E _361_64 -----------------------------------_,C2g
I=----- '
• •E. � I I
?? I I
I w .� � 10' P.U.E. 5' C.U.E.
p W Q I�i l I I & L.B.E.
�l
QLLj
3 0l i Z(
Zip OI�Q�
Ni
iI L14i1 ���gLo. "o aII „ II O III
^�,I 3 � �cj IWQW
v,
O
W hLOT 1 WEST LINE TRACT C
LQ T 2
(P.B. 45, PGSS, 58-61)
�_ V
OjI OI N 7tir IN -Olt
10' U.E.
(O.R. 611'1, --I - 1 D' U.E. Z I o I
I
I I
PG.1287) i. i 0.R.6114,
1947) (zsj i N II
10 P UE--I I r-10 P. U.E10 L. B.E.
10, L.B.E1 & L.B.E.& LBE. i ..E--I
20' L.B.E. I ! , I I 564.13------- f-------------
---=-----I
' 339.06' ----------------------.7---
�----------- - 22918 ----------------------------------------
--- ---- -----
------------------------
583.59' NORTH RIGHT-OF-WAY_ LINE
104.02' i 22.5' 22.5' I
N 89 3535" E P.L N NORTH RIGHT
FOUND Y LINE, : ! 239.42'
FOUND S 89'3535" W 348.82' P• I• S 88'50'06" W 868.01
5/8" I.R. 1.24' (TIE)JI PARCEL N0. 108 FEE TRACT "R"
"BANKS ENG N I j (O.R 4279, PAGE 1221)
LB 6690" (P.BPUBLIC R/W)
// . 45, PGS 58.
3 I ----------------------------------------------------�-- -- -- -- -- -- -- -
-------------------=-------------------- -------=--------------------------------------------------
-----
-- ---
SOUTH/ QUARTER CORNER
SECTION 13, o
o Z TOWNSHIP 48 SOUTH,
RANGE .27EAST --.--.--.--.--
13. 113 (C.C.R 91925) OIL WELL ROAD SECTION 13 - -- -- - N 8850'06" E - ----,--,--.--.-----•--•-----•--• -
- --.N 893535 E _ _ _ --•--•--•--•--•--•--•-
-•--•--•--•--•--•--•------•--•-•--•--•--•--•--•--•--•--•--•- 24 24 j - -- -- -- -- -- -- COUNTY ROAD SJ�B SECTION 24
l.
- I (00 WIDE PUBLIC RIGHT -OF -WA )
.: 2 Y Lo
411 x
_ I, _-------------------------------------------.-----�----.-----_-- -__----------------------------_
•----------------------------------------- _ ..
-_--' ------------------------------------'------------------------
---^ i-----T- PARCEL NO. 110 FEE N
N i I (O.R. 4279, PAGE 1221)
LEGEND: LEGEND:
CURVE TABLE CURVE TABLE
PG. - INDICATES PAGE 1. E. -INDICATES IRRIGATION EASEMENT � � CURVE T B
PGS. = INDICATES PAGES
I.R. - INDICATES IRON ROD
P.B. - INDICATES � PLAT BOOK
q
-' INDICATES
CENTERLINE,
ENG.
- INDICATES
ENGINEERING
R/W
- INDICATES
RIGHT-OF-WAY
O.R.
- INDICATES
OFFICIAL RECORDS
LB
- INDICATES
LICENSED BUSINESS
P.T.
- INDICATES
POINT OF TANGENCY
D.E.
- INDICATES
DRAINAGE EASEMENT
I.E.
- INDICATES
IRRIGATION EASEMENT
P.C.
- INDICATES
POINT OF CURVATURE
P.I.
- INDICATES
POINT OF INTERSECTION
P-.U.E.
- INDICATES
PUBLIC UTILITY EASEMENT
C.U.E.
- INDICATES
COUNTY UTILITY EASEMENT
C.C.R.
- INDICATES
CERTIFIED CORNER RECORD
L1
- INDICATES
LINE DATA: SEE LINE TABLE
L.B.E.
- INDICATES
LANDSCAPE BUFFER EASEMENT
P.R.C.
- INDICATES
POINT OF REVERSE CURVATURE
C1
- INDICATES
CURVE DATA: SEE CURVE TABLE
P.R.M.
- INDICATES
PERMANENT REFERENCE, MONUMENT
P.S.M.
- INDICATES
PROFESSIONAL SURVEYOR AND MAPPER
- -
z
LINE TABLE
LINE
BEARING
E
L 1
N 89 31 '04" E
'
'L2
S 012833" E
E26.54',
iL3
N 8831'25" E
"L4
S 89 55'01 " E .
15.53'
L5
N 7375'00" E
7.34'
L6
N 88 31'25" E
30.00'
I L7.
N 0� 2833" W
35.00'
:L8
N '88'31'25" E
55.00'
'L9
N -01: 833" W
40.00'
�I
LINE TABLE
LINE
BEARING
DISTANCE
L 10
N 88 31'25" E
64.58'
L l l
N 41'43'20" E
34.29'
L12
N 8831'25," E
11.84'
L 13
N 7375'00" E
7.34'
L 14
N 8831'25" E
35.00'
L 15
N 34 01 '27" E
35.00'
L16
N 8831'25" E
25.00'
L17
N 8831'25" E
44.90'
L 18
N 012833" W
35.00"
A LE
CURVE
I RADIUS
DEL TA
ARC
CHORD
CHORD BEARIN(
Cl
275.00'
304623"
14Z70'
145.93'
S .69 4622" E
C2
335, 00'
4153'21 "
244.92'
239.50'
S 64 7253" E
C3
462.16'
39 4954
321.29'
314.86'
S 212329" E
C4
25.00'
90 00'02 .
39.27'
35.36'
S 46 28'34" E
C5
1 167.50'
43'08'46"
126.13'
123.18'.
S 6954'12" E
C6
117.50' '
4J'08'46"
88.48'
86.41'
S 6954'12" E
C7
167.50'
2404'04"
70.36'
69.84'
S 792633" E
C8
117. 50)
24 04'04"
49. 36'
49, 00'
S, 79 26'33" E
C9
25. 00'
88 26 25"
38. 59'
34. 87'
N 4441'02" E
C10
145. 00'
4XOS'.46"
109.19' 1
106.63'
; S. 69 54'12" E
URVE
RADIUS
DEL TA
ARC
CHORD
CHORD BEARIN(
Ci l
140. 00'
43 08'46"
105. 43'
102. 95'
S 69 54'12" E
C12
200.00'
2927'03"
102.80'
101.67)
S 7645'0,4" E
C13
200' 00'
275329"
97.36'
, - 96. 40'
S- 7558'17',' E
C14 ,
25.00',
89 59,58"
39.27'
35 36' :
N 4331'26" E
C15
110.50'
15'16'25"
29.46'
29.37'
N 8053'12" E
C16
89.50'
15'16'25"
23.86'
23.79'
N 8053'12" E
C17
122.50'
43'08'46"
92.25'
90.08'
S 69502" E
C18
162 50'
43'08'46"
122.37'
119.50'
S 69502" E
29
25.00'
9000'00"
1 39.27'
I 35.36'
S 4628'35" E
C20
25.00'
90'00'00"
39.27) 135
36'
N 433125" E
C21 .
169. 50'
40 25'Ol "
119. 57'
W..10,'
. S 7176104" E
;URVE
RADIUS
DEL TA
ARC
CHORD
CHORD BEARING
C22
160.50'
3634'56 i
102.48'
100.74'
S 6921'01"'E
C23
25.00'.
87 4,328"
38.28'
34..65'
S 43 4645" E
C24
145,50'
, 157625".
38.79'
38.67'
N 8053'12" E
C25
54.50'
157625".
14.53' ,
14.49'
N 80 53'12" E
C26
87.50'
43 08'46"
65.89'
64.35'
S 69 54'12" E
C27
197.50'
4,3'08'46"
148.73'
145.24'-
S 69 54'12" E
C28
5. 00,
90 00'00"
7. 85'
7. 07'
S 46 28'35" E
C29
134.50.'
35'30'02"
83.34'
82.01'
S 73'4334" E
C30
169 50'
35'30'02`
105. 02'
103.35'
S 73'4334" E
01
169.50)
04'55'00"
14.54'
14.54'
S 5311'03" E
C32
:. 20 00'
895952"
31..42'
28.28'
ff 43 31'24" E
,_