INTEROFFICE MEMORANDUM FILE NO.: UTD LLC- Epperson South Charter School (Offsite Infrastructure) (PCU )-No Funding Required

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PASC

INTEROFFICE MEMORANDUM

CouN1Y FLORIDA OPEN SPACES. _!:'lllRAN7' Pl.AO.~.

COMMISSION DISTRICT: 1

FILE

NO.:

UTD20-0496

TO:

Dan Biles, P.E., County Administrator

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OCT

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1 2020

1

10

PASCO COUNTY, CLERK & COMPTROLLER

DATE:

7/28/20

THRU:

FROM:

Michael

J,

Carballa, P .E., BCEE, Assistant County Administrator for Public lnf~~/10/2020

Charles J. Cullen, P.E., BCEE, Utilities Engineering and Contract Management Director

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SUBJECT:

Acceptance of Utility Improvements and Maintenance Guarantee - Meadow Ridge Owner,

LLC- Epperson South Charter School (Offsite Infrastructure) (PCU04-102.73)-No Funding Required

REFERENCE:

Parcel ID No: 35-25-20-0000-00200-0010

BACKGROUND SUMMARY:

Utility improvements for the subject project have been completed by the d.eveloper and:are acceptable for ownership and operation by the County. The developer has provided the necessary Bilf of Sale and the required maintenance guarantee, in the form of Maintenance Bond No. POA1002805, in the . amount of $101,194.62. The maintenance guarantee Is required to protect the County against losses resulting from any and all defects in materials, workmanship, and performance for a period of one year. Risk Management has reviewed the Guarantee and found it to be from a Surety or Bank that meets the criteria of the Land Development Code.

The above project is in substantial conformance with the Pasco County standards, approvals of the Board of County Commissioners, and any variances from the approved standards. This action is based on field and office review of the available documentation and certifications of the Engineer of Record.

ACTION:

The County Administrator pursuant to Resolution 18-191 accepts the project's utility improvements and the maintenance guarantee provided.

Board Records is requested to take the following actions as set forth below:

1. Retain and file the Bill of Sale.

2. Retain the original Maintenance Bond No. POA1002805, in the amount of $101,194.62. 3. Mail the Notice of Acceptance of the Bill of Sale and maintenance guarantee to:

Meadow Ridge Owner, LLC

2502 N. Rocky Point Dr. Suite 1050 Tampa, FL 33607

Telephone (813) 223-3919

UTD2Q-0496 Page lof2

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ATTACHMENT(S):

@

1. Bill of Sale with Exhibit A and Exhibit B 2. Maintenance Bond

MJC/CJC/jlt - Agenda Accept Utility lmp/08

Approved for form and legal sufficiency:

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seph D. Richards, Senior Assistant County Attorney

UTD20-0496 Page 2 of 2

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BILL OF SALE

PROJECT: Epperson South Town Center East (AKA Epperson South Charter School (offsite

infrastructure))

PCU PROJECT NO.: PCU # 04-102.73.A.1

-PROJECT LOCATION: CURLEY ROAD AND OVERPASS ROAD

MEADOW RIDGE OWNER LLC (Granter), in the County of Pasco, State of Florida, for

valuable consideration, the receipt of which is hereby acknowledged, does hereby grant, sell, transfer, and deliver unto Pasco County (Grantee) the following:

All water and wastewater facilities to the point of delivery or connection, including water,

sewer, reclaimed water lines, pipes, and related equipment (listed in Exhibit B)

constructed in and for the development of Epperson South Town Center East

(AKA Epperson South Charter School (Offsite Infrastructure)) , located in

the public rights-of-way and easements contained within the property described in the attached Exhibit A (which includes a legible legal description and sketch of the

property on which the improvements are located). The said water and wastewater

facilities are tabulated on the attached Exhibit B.

to have and to hold the same to Pasco County, Florida, and its successors and assigns, to their use forever. And the Granter hereby covenants with the Grantee that the Granter is the lawful owner of the said goods, that they are free from all encumbrances, that the Granter has good right to sell the same as aforesaid, and that the Granter will warrant and defend the same against the lawful

claims and demands of all persons.

IN WITNESS WHEREOF, the said Granter has caused these presents to be executed, and hereunto

set my hand, on this

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GRANTOR: Meadow Ridge Owner, LLC

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No.

EPPERSON TOWN CENTER EAST CHARTER SCHOOL

TEMPORARY ACCESS AND UTILITY EASEMENT

DESCRIPTION: A parcel of land lying in Sections 26 and 35, Township 25 South, Range 20 East, Pasco

County, Florida and being more particularly described as follows:

COMMENCE at the Northwest comer of said Section 35, run thence along the North boundary of said

Section 35, S.89°49'52"E., 1999.72 feet to a point on the Easterly boundary of the Additional (Public) Right-of-Way for Curley Road, according to Quit Claim Deed, recorded in Official Records Book 8524, Page 3442, of the Public Records of Pasco County, Florida; thence along said Easterly boundary of the Additional (Public) Right-of-Way for Curley Road, the following three (3) courses: 1) N.37°33'50"E., 12.51 feet to the POINT OF BEGINNING; 2) continue N.37°33'50"E., 80.52 feet to a point of curvature; 3) Northeasterly, 20.15 feet along the arc of a curve to the left having a radius of 1240.92 feet and a central angle of 00°55'5011

(chord bearing N.37°05'5611

E., 20.15 feet) to the Westerlymost corner of the Pasco County Utility Easement, as recorded in Official Records Book 10048, Page 1856, of the Public Records of Pasco County, Florida; thence along the Southwesterly and Southeasterly

boundaries of said Pasco County Utility Easement, in their respective order, the following two (2) courses: 1) S.49°49'00"E., 73.17 feet; 2) N.31°48'28"E., 10.11 feet; thence S.49°49'0011

E., 139.70 feet; thence S.52°26'1011

E., 41.01 feet; thence N.37°33'50"E., 55.00 feet; thence S.52°26'1011

E., 50.00 feet; thence S.37°33'5011

W., 55.00 feet; thence S.52°26'1011

E., 16.61 feet to a point of curvature; thence Southeasterly, 33.61 feet along the arc of a curve to the right having a radius of 258.00 feet and a central angle of 07°27'5111

(chord bearing S.48°42'14"E., 33.59 feet) to a point of tangency; thence S.44°58'1911

E., 9.85 feet to a point of curvature; thence Southeasterly, 31.27 feet along the arc of a curve to the left having a radius of 240.00 feet and a central angle of 07°27'51" (chord bearing S.48°42'1411

E., 31.24 feet) to a point of tangency; thence S.52°26'10"E., 192.17 feet to a point of curvature; thence Easterly, 65.05 feet along the arc of a curve to the left having a radius of 90.00 feet and a central angle of 41 °24'3511

(chord bearing S.73°08'27"E., 63.64 feet) to a point of reverse curvature; thence Southeasterly, 98.54 feet along the arc of a curve to the right having a radius of 90.00 feet and a central angle of 62°43'54" (chord bearing S.62°28'4711

E., 93.69 feet) to a point of reverse curvature; thence Southeasterly, 20.19 feet along the arc of a curve to the left having a radius of 43.00 feet and a central angle of 26°54'29" (chord bearing S.44°34'0411

E., 20.01 feet) to a point of compound curvature; thence Southeasterly, 28.37 feet along the arc of a curve to the left having a radius of 263.00 feet and a central angle of 06°10'4911

(chord bearing S.61 °06'4311

E., 28.35 feet); thence S.27°58'3711

W., 4.00 feet to a point on a curve; thence Southeasterly, 10.23 feet along the arc of said curve to the left having a radius of 267.00 feet and a central angle of 02°11'45" (chord bearing S.65°16'03"E., 10.23 feet) to a point of compound curvature; thence Easterly, 23.97 feet along the arc of a curve to the left having a radius of 237.00 feet and a central angle of 05°47'40" (chord bearing S.69°15'46"E., 23.96 feet); thence S.13°29'49"W., 72.03 feet; thence N.76°56'1211

W., 2.72 feet to a point of curvature; thence Westerly, 31.26 feet along the arc of a curve to the left having a radius of 168.00 feet and a central angle of 10°39'3411

(chord bearing N.82°15'59"W., 31.21 feet); thence S.00°30'49"E., 4.01 feet to a point on a curve; thence Westerly, 31.26 feet along the arc of a curve to Legal Description continues on Sheet 2

EPPERSON TOWN CENTER EFIST

Ct-lFIRTER SCt-lOOL

TEIVIPORFIRY FICCESS

6c...

UTILITY EFISEMENT

Doto Oesc:ription

REVISIONS SHEET NO. 1 OF 8 SHEETS

Prepared For: MEADOW RIDGE OWNER, LLC

DESCRIPTION S"4aETCt-l

(Not o Survey)

6rnM~

Arthur W. Merritt

Own. Fl.~ PfUESSIONAI. SURVE'l0R a, IW'PER NO. .. 4498 .

NOT VAIJO WITHOUT THE SICNATIJR( Nj() THE OR1CINAL

RAISED SEAL Of A FLOREA LICENSED SURVEYOR ANO MAPPER

FIMERRITT, INC.

LAND SURVEYING AND MAPPING

UCENSED BUSINESS NUHBER L87778 3010 w. Azeele Street. Suite 150

Tampa, FL 33609 PHONE (813) 221·5200

Drown: wrs I Checked: AWII I Order No.: AIII-ClO-EP-001 Doto: 6-19-20 I 0-9: EPPERSON TC EAST TMcUE-OS.dw9

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No.

continuation of Legal Description from Sheet 1

the left having a radius of 191.00 feet and a central angle of 09°22'38" (chord bearing S.87°47'56"W., 31.22 feet) to a point of compound curvature; thence Southwesterly, 15. 76 feet along the arc of a curve to the left having a radius of 21.00 feet and a central angle of 42°59'39" (chord bearing S.61 °36'48"W., 15.39 feet) to a point of compound curvature; thence Southerly, 34.18 feet along the arc of a curve to the left having a radius of 41.00 feet and a central angle of 47°45'51" (chord bearing S.16°14'03"W., 33.20 feet); thence N.80°30'42"W., 9.34 feet to a point on a curve; thence Southerly, 3.78 feet along the arc of a curve to the left having a radius of 95.00 feet and a central angle of 02°16'53" (chord bearing S.02°18'19"W., 3.78 feet) to a point of tangency; thence S.01 °09'52"W., 48.07 feet; thence S.00°00'42"E., 261.27 feet to a point on the North boundary of the (Proposed) plat of EPPERSON CHARTER SCHOOL; thence along said North boundary of the (Proposed) plat of EPPERSON CHARTER SCHOOL, N.89°41'21"W., 60.00 feet to the Northwest corner of said (Proposed) plat of EPPERSON CHARTER SCHOOL; thence S.89°59'18"W., 10.00 feet; thence N.00°00'42"W., 191.42 feet; thence N.00°42'14"W., 39.80 feet to a point of curvature; thence Northerly, 112.72 feet along the arc of a curve to the left having a radius of 373.00 feet and a central angle of 17°18'51" (chord bearing

N.09°21'40"W., 112.29 feet) to a point of compound curvature; thence Northwesterly, 19.67 feet along the arc of a curve to the left having a radius of 48.00 feet and a central angle of 23°29'02" (chord bearing N.29°45'36"W., 19.54 feet) to a point of reverse curvature; thence Northwesterly, 57.07 feet along the arc of a curve to the right having a radius of 90.00 feet and a central angle of 36°20'02" (chord bearing N.23°20'06"W., 56.12 feet) to a point of reverse curvature; thence Northwesterly, 41.25 feet along the arc of a curve to the left having a radius of 50.00 feet and a central angle of 47°16'04" (chord bearing N.28°48'07"W., 40.09 feet) to a point of tangency; thence N.52°26'10"W., 217.05 feet to a point of curvature; thence Westerly, 23.56 feet along the arc of a curve to the left having a radius of 15.00 feet and a central angle of 90°00'00" (chord bearing S.82°33'50"W., 21.21 feet) to a point of tangency; thence S.37°33'50"W., 5.50 feet; thence N.52°26'10"W., 70.00 feet to a point on a curve; thence Northerly, 23.56 feet along the arc of a curve to the left having a radius of 15.00 feet and a central angle of 90°00'00" (chord bearing N.07°26'10"W., 21.21 feet) to a point of tangency; thence N.52°26'10"W., 284.91 feet to the POINT OF BEGINNING.

Containing 2.723 acres, more or less.

EPPERSON TOWN CENTER ERST

CHFIRTER SCHOOL

TEIVIPORFIRY FICCESS

&..

UTILITY EFISEMENT

Dolt Description REVISIONS SHEET NO. 2 OF I SHEETS

Prepared For: MEADOW RIDGE

DESCRIPTION S~ETCH (N ,t o Survey)

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Art ,bl ' ~ J_\ M rritt'

Own. nORIOA PROf£SSIONAl SlJINE'tOR & IIN'PER NO. ...4498 ..

NOT VAi.iD WITHOUT THE SICNATUR( ANO THE ORIGINAi.

RAIS£0 SEM. OF A FLORIOA LICENSED SURVEYOR AHO IIAPPER

OWNER, LLC

RMERRITT, IMC.

LAND SURVEYING AND MAPPING UCENSED BUSINESS NUHBER L87778

3010 W. Azeele Street, Suite 150

Tampa, FL 33609

PHONE (813) 221·5200

Drown: Wf'S I Checked: AWM I Order No.: AMI-CLO-EP-001 Ootc: 6-19-20 I OwcJ:EPPERSON TC EAST-TA&UE-0S.dw<J

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CURVE DATA TABLE

NO. RADIUS DELTA ARC CHORD BEARING

1 1240.92 00·55'50" 20.15 20.15 N.3T05'56"E. 2 258.00 OT27'51" 33.61 33.59 S.48.42'14"E. 3 240.00 OT27'51" 31.27 31.24 S.48.42'14"E. 4 90.00 41·24'35" 65.05 63.64 S.7S08'27"E. 5 90.00 52·43'54" 98.54 93.69 s.s2·28'47"E. 6 43.00 25·54'29" 20.19 20.01 5_44· 34'04 "E. 7 263.00 os·10•49" 28.37 28.35 S.61.06'43"E. 8 267.00 02·11•45" 10.23 10.23 s.s5· 1 s'o3"E. 9 237.00 05•47'40" 23.97 23.96 S.69.15'46"E. 10 168.00 10·39'34" 31.26 31.21 N.82. 15'59"W. 11 191.00 09·22'38" 31.26 31.22 S.8T47'56"W. 12 21.00 42·59'39" 15.76 15.39 s.61·35'48"w. 13 41.00 4T45'51" 34.18 33.20 5.16. 14'03"W. 14 95.00 02·15•53" 3.78 3.78 5.02' 18' 19"W. 15 373.00 1T18'51" 112.72 112.29 N.09'21 '40"W. 16 48.00 23°29'02" 19.67 19.54 N.29·45'35"w. 17 90.00 36'20'02" 57.07 56.12 N.23°20'06"W. 18 50.00 4T16'04" 41.25 40.09 N.28·4s'o7"w. 19 15.00 90·00·00" 23.56 21.21 s.82' 33'5o"w. 20 15.00 90·00·00" 23.56 21.21 N.OT26'10"W. BASIS OF BEARINGS LEGEND:

1. (R) indicates radial line _{The North boundary of Section 35, Township 25}

2. (NR) indicates non-radial line _{South, Range 20 East, Pasco County, Florida, has}

3. RB - Reference Bearing _{a Grid bearing of S.89°49'52"E. The Grid Bearings}

4. O.R. - Official Records Book _{as shown hereon refer to the State Plane}

5. S.W.F.W.M.D. - Southwest Florida Water _{Coordinate System, North American Horizontal}

Management District Datum of 1983 (NAO 83 - 2011 ADJUSTMENT) for

6. F.D.O.T. - Florida Department of Transportation the West Zone of Florida.

EPPERSON TOWN CENTER EFIST

CHFIRTER SCHOOL

TEMPORFIRY FICCESS

&..

UTILITY EFISEIVIENT

Prepared f'or: MEADOW RIDGE OWNER, LLC

DESCRIPTION

f:IIVIERRITT. IMC.

St-<ETCt-1

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UCENSED BUSINESS NUMBER LB7778

Tampa, FL 33609

PHONE (813) 221-5200

v

Arthur W. Merritt _{Orown: Wf'S}_I_Checked_:AWM I Order No.: AMI-ClD-EP-001

No. Dole Description Own. FlllAIOA PROfESSOW. SUR'IC'IOR i IW'PER NO. ,_4498 .. _Dote:_e-19-20_I_Dwg_:_{EPPERSON TC EAST-TA&UE-OS}_._d•~

REVISIONS _{NOT VAUO WITHOUT THE SICNATIJR( AHO THE ORIC1NAL} . . . _ , P,\( _ _ _ _ , _ . - - _ , _ , , _

(7)

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NOTE:

SEE SHEETS 1 AND 2 FOR

1) LEGAL DESCRIPTION

SEE SHEET 3 FOR

1) CURVE DATA TABLE 2) LEGEND

3) BASIS OF BEARINGS NOTE

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SOUTHWEST 1/4 OF .-,:, / /..) SECTION 26-25-20 / / / ---...L..19_,,____, __ _ NORTHWEST 1/4 OF / ~'f'/,;;, / SECTION 35-25-20

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TEMPORARY ACCESS

AND UTILITY EASEMENT

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UTILITY ERSEMENT

No. Doto Description

REVISIONS

SHEET NO. 4 OF I SHEETS

DESCRIPTION

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Arthur W. Merritt

0-n. FlCAOA PR0f£SSIOIW. SUIM:YCA & IIN'P(R NO. .. 4498 ..

AMERFIITT, INC.

LANO SURVEYING AND MAPPING

UCENSED BIJSINESS NUMBER LB7778

Tampa, FL 33609 PHONE (813) 221-5200

Drown; Wf"S Checked: AWM Order No.: AMI-CLO-EP-001

Dote: 6-19-20 llw<j:EPPERSON TC EAST-TA&UE-OS.dwg

NOT VALID WITHOUT THE SIGNATURE ANO THE ORIGINAL no ,..,. ., _ _ _ - • _ , , _ _ _ ,,...,.

(8)

27

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NOTE:

SEE SHEETS 1 AND 2 FOR 1) LEGAL DESCRIPTION SEE SHEET 3 FOR

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1) CURVE DATA TABLE 2) LEGEND

3) BASIS OF BEARINGS NOTE

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') SOUTHEASTERLY BOUNDARY Of / ~ PASCO COUNTY UTILITY EASEMENT

EPPERSON TOWN CENTER ERST

CHFIRTEFI SCHOOL

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(/) SOUTHWEST 1/4 OF SECTION 26-25-20

TEMPORFIRY FICCESS

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UTILITY EFISEMENT

Dote D11criplion Dwn.

REVISIONS

SHEET NO. 5 OF

e

SHEETS

Artliur W. Merritt

R<JllOA PROFESSIOfW. SIJMY0R i IIAPPER NO. •. 4498 ..

NOT VAUO WITHOUT TH£ SIGNATURE ANO THE ORIGINAi. RNSCO SEAL or A Fl.ORIOA LICENSED SURVEYOR ANO MAPPER

AMEFIFIITT, IMC.

UCENSED BUSINESS NUMBER LB711B

Tampa, Fl 33609

PHONE (813) 221·5200

O,own: WFS Checked: AYN Order No.: AMI-CL0-EP-001

Dote: 6-19-20 0.9:EPPERSON TC EAST-TA&UE-DS.dw9

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2) LEGEND

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Cl-fRRTER SCl-fOOL

TEMPORARY ACCESS

&.

UTILITY EASEMENT

Own.

Prepared For: MEADOW RIDGE

DESCFIIPTION 51-<ETCH

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Arthur W. Merritt

nOAIM PR0f£SSIONAL SUfMYOII & IIN'PER NO. __ 4498_

OWNER, LLC

AMEFIFIITT. IMC.

UCENSED BUSINESS NU"1BER LB7178

3010 w. Azeele Street. SUlte 150

Tampa, FL 33609 PHONE (813) 221·5200

Drown: WfS Checked: AW Order No.: Aloll-CLD-EP-001 Dote: 6-19-20 Owg: EPPERSON TC EAST-TA&:UE-OS.dw9

(10)

EPPERSON TOWN CENTER EAST

CHARTER SCHOOL

TEMPORARY ACCESS AND UTILITY EASEMENT

DESCRIPTION: A

parcel of land lying in Sections 26 and 35, Township 25

South, Range 20 East, Pasco County, Florida and being more particularly

described as follows:

COMMENCE

at the Northwest corner of said Section 35, run thence along

the North boundary of said Section 35, S.89°49'52

11

E., 1999.72 feet to a

point on the Easterly boundary of the Additional (Public) Right-of-Way for

Curley Road, according to Quit Claim Deed, recorded in Official Records Book

8524, Page 3442, of the Public Records of Pasco County, Florida; thence

along said Easterly boundary of the Additional (Public) Right-of-Way for

Curley Road, the following three (3) courses: 1) N.37°33'50"E., 12.51 feet

to the POINT OF BEGINNING; 2) continue N.37°33'50"E., 80.52 feet to a

point of curvature; 3) Northeasterly, 20.15 feet along the arc of a curve to

the left having a radius of 1240.92 feet and a central angle of 00°55'50"

(chord bearing N.37°05'56"E., 20.15 feet) to the Westerlymost corner of the

Pasco County Utility Easement, as recorded in Official Records Book 10048,

Page 1856, of the Public Records of Pasco County, Florida; thence along the

Southwesterly and Southeasterly boundaries of said Pasco County Utility

Easement, in their respective order, the following two (2) courses: 1)

S.49°49'00"E., 73.17 feet; 2) N.31 °48'28"E., 10.11 feet; thence

S.49°49'00"E., 139.70 feet; thence S.52°26'10"E., 41.01 feet; thence

N.37°33'50"E., 55.00 feet; thence S.52°26'10"E., 50.00 feet; thence

S.37°33'50"W., 55.00 feet; thence S.52°26'10"E., 16.61 feet to a point of

curvature; thence Southeasterly, 33.61 feet along the arc of a curve to the

right having a radius of 258.00 feet and a central angle of 07°27'51" (chord

bearing S.48°42'14"E., 33.59 feet) to a point of tangency; thence

S.44°58'19"E., 9.85 feet to a point of curvature; thence Southeasterly,

31.27 feet along the arc of a curve to the left having a radius of 240.00 feet

and a central angle of 07°27'51'' (chord bearing S.48°42'14"E., 31.24 feet)

to a point of tangency; thence S.52°26'10"E., 192.17 feet to a point of

curvature; thence Easterly, 65.05 feet along the arc of a curve to the left

having a radius of 90.00 feet and a central angle of 41 °24'35" (chord

bearing S.73°08'27"E., 63.64 feet) to a point of reverse curvature; thence

Southeasterly, 98.54 feet along the arc of a curve to the right having a

radius of 90.00 feet and

a

central angle of 62°43'54" (chord bearing

S.62°28'47"E., 93.69 feet) to a point of reverse curvature; thence

Southeasterly, 20.19 feet along the arc of a curve to the left having a radius

of 43.00 feet and a central angle of 26°54'29" (chord bearing S.44°34'04"E.,

20.01 feet) to a point of compound curvature; thence Southeasterly, 28.37

feet along the arc of a curve to the left having a radius of 263.00 feet and a

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central angle of 06°10'49" (chord bearing S.61 °06'43"E., 28.35 feet);

thence S.27°58'37''W., 4.00 feet to a point on a curve; thence

Southeasterly, 10.23 feet along the arc of said curve to the left having a

radius of 267.00 feet and a central angle of 02°11'45" (chord bearing

S.65°16'03"E., 10.23 feet) to a point of compound curvature; thence

Easterly, 23.97 feet along the arc of a curve to the left having a radius of

237.00 feet and a central angle of 05°47'40" (chord bearing S.69°15'46"E.,

23.96 feet); thence S.13°29'49"W., 72.03 feet; thence N.76°56'12"W., 2.72

feet to a point of curvature; thence Westerly, 31.26 feet along the arc of a

curve to the left having a radius of 168.00 feet and a central angle of

10°39'34" (chord bearing N.82°15'59"W., 31.21 feet); thence

S.00°30'49"E., 4.01 feet to a point on a curve; thence Westerly, 31.26 feet

along the arc of a curve to the left having a radius of 191.00 feet and a

central angle of 09°22'38" (chord bearing S.87°47'56"W., 31.22 feet) to a

point of compound curvature; thence Southwesterly, 15.76 feet along the

arc of a curve to the left having a radius of 21.00 feet and a central angle of

42°59'39" (chord bearing S.61 °36'48"W., 15.39 feet) to a point of

compound curvature; thence Southerly, 34.18 feet along the arc of a curve

to the left having a radius of 41.00 feet and a central angle of 47°45'51"

(chord bearing S.16°14'03"W., 33.20 feet); thence N.80°30'42"W., 9.34 feet

to a point on a curve; thence Southerly, 3. 78 feet along the arc of a curve to

the left having a radius of 95.00 feet and a central angle of 02°16'53" (chord

bearing S.02°18'19"W., 3.78 feet) to a point of tangency; thence

5.01 °09'52"W., 48.07 feet; thence S.00°00'42"E., 261.27 feet to a point on

the North boundary of the (Proposed) plat of EPPERSON CHARTER SCHOOL;

thence along said North boundary of the (Proposed) plat of EPPERSON

CHARTER SCHOOL, N.89°41'21"W., 60.00 feet to the Northwest corner of

said (Proposed) plat of EPPERSON CHARTER SCHOOL; thence

S.89°59'18"W., 10.00 feet; thence N.00°00'42"W., 191.42 feet; thence

N.00°42'14"W ., 39.80 feet to a point of curvature; thence Northerly, 112. 72

feet along the arc of a curve to the left having a radius of 373.00 feet and a

central angle of 17°18'51" (chord bearing N.09°21'40"W., 112.29 feet) to a

point of compound curvature; thence Northwesterly, 19.67 feet along the

arc of a curve to the left having a radius of 48.00 feet and a central angle of

23°29'02" (chord bearing N.29°45'36"W., 19.54 feet) to a point of reverse

curvature; thence Northwesterly, 57.07 feet along the arc of a curve to the

right having a radius of 90.00 feet and a central angle of 36°20'02" (chord

bearing N.23°20'06"W., 56.12 feet) to a point of reverse curvature; thence

Northwesterly, 41.25 feet along the arc of a curve to the left having a radius

of 50.00 feet and a central angle of 47°16'04" (chord bearing

N

.

28°48'07"W., 40.09 feet) to a point of tangency; thence N.52°26'10"W.,

217.05 feet to a point of curvature; thence Westerly, 23.56 feet along the

arc of a curve to the left having a radius of 15.00 feet and a central angle of

90°00'00" (chord bearing S.82°33'50"W., 21.21 feet) to a point of tangency;

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thence S.37°33'50"W., 5.50 feet; thence N.52°26'10"W., 70.00 feet to a

point on a curve; thence Northerly, 23.56 feet along the arc of a curve to

the left having a radius of 15.00 feet and a central angle of 90°00'00" (chord

bearing N.07°26'10"W., 21.21 feet) to a point of tangency; thence

N.52°26'10"W., 284.91 feet to the

POINT OF BEGINNING.

Containing 2. 723 acres, more or less.

AMI-CLD-EP-001

P:\Epperson-South (Metro & Heidt)\Master

Plan\Description\TA&UE\EPPERSON-TC-EAST-TA&UE-DS.doc

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File: ?:\Epperson-South (Metro & Heidt)\Master Plan\Description\TA&UE\EPPERSON-TC-EAST-TA&UE-DS -MChk.txt 6/19/2020, 9:45:16AM

EPPERSON TOWN CENTER EAST CHARTER SCHOOL

TEMPORARY ACCESS AND UTILITY EASEMENT AMI-CLD-EP-001

====== MAPCHECK Friday June 19, 2020 8:42 AM FROM BEARING DISTANCE TO NORTHING EASTING STARTING POINT:

1 N 37-33-50 E 80.520 RADIAL BRG (IN & OUT) N 52-26-10 W

1 1432297.990 565694.846 2 1432361.816 565743.935

S 53-22-00 E

DELTA:- 0-55-50 R= 1240.920 A= 20.154 C= 20.154 T= 10 .077 TANGENT BRG (IN & OUT) N 37-33-50 E s 36-38-00 W

RADIUS POINT 3 1433118. 338 564760.290 P.C. - P.T. 2 N 37-05-55 E 20.154 4 1432377. 891 565756.091 4 s 49-49-00 E 73.170 5 1432330.679 565811. 992 5 N 31-48-28 E 10.110 6 1432339. 271 565817.321 6 s 49-49-00 E 139.700 7 1432249.131 565924.049 7 s 52-26-10 E 41.010 8 1432224.130 565956.557 8 N 37-33-50 E 55.000 9 1432267. 727 565990.087 9 s 52-26-10 E 50.000 10 1432237.244 566029. 721 10 s 37-33-50 w 55.000 11 1432193.647 565996.190 11 s 52-26-10 E 16.610 12 1432183.521 566009.357

RADIAL BRG (IN & OUT) s 37-33-50 w N 45-01-41 E

DELTA: 7-27-51 R= 258.000 A= 33. 611 C= 33.587 T= 16.829 TANGENT BRG (IN & OUT) S 52-26-10 E N 44-58-19 w

RADIUS POINT 13 1431979.011 565852.068 P.C. - P.T.

12 s 48-42-14 E 33.587 14 1432161.355 566034.591 14 s 44-58-19 E 9.850 15 1432154.387 566041. 553

RADIAL BRG (IN & OUT) N 45-01-41 E S 37-33-50 W

DELTA: - 7-27-51 R= 240.000 A= 31. 266 C= 31. 244 T• 15.655 TANGENT BRG (IN & OUT) S 44-58-19 E N 52-26-10 w

RADIUS POINT 16 1432324.010 566211. 341 P.C. - P.T.

15 s 48-42-15 E 31. 244 17 1432133.768 566065.026 17 s 52-26-10 E 192.170 18 1432016.612 566217.355 RADIAL BRG (IN & OUT) N 37-33-50 E s 3-50-45 E

DELTA:- 41-24-35 R= 90.000 A= 65.046 C= 63.640 T= 34.017 TANGENT BRG (IN & OUT) S 52-26-10 E s 86-09-15 W

RADIUS POINT 19 1432087.953 566272.223 P.C. - P.T.

18 s 73-08-28 E 63.640 20 1431998.156 566278.259 RADIAL BRG (IN & OUT) s 3-50-45 E N 58-53-09 E

DELTA: 62-43-54 R= 90.000 A= 98.539 C= 93.690 T= 54.863 TANGENT BRG (IN & OUT)

RADIUS POINT P.C. - P.T.

20 s 62-28-48 RADIAL BRG (IN & OUT) DELTA:- 26-54-29 R= TANGENT BRG (IN & OUT)

N 86-09-15 E N 31-06-51 W 21 1431908.358 566284.296 E 93.690 22 1431954.865 566361.348 N 58-53-09 E S 31-58-40 W 43.000 A= 20.194 C= 20.009 T= 10.287 S 31-06-51 E N 58-01-20 W Page: 1

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File: P:\Epperson-South (Metro & Heidt)\Master Plan\Description\TA&UE\EPPERSON-TC-EAST-TA&UE-DS -MChk.txt 6/19/2020, 9:45:16AM

RADIUS POINT 23 1431977.085 566398.162

P.C. - P.T.

22 s 44-34-05 E 20.009 24 1431940.610 566375.390

RADIAL BRG (IN & OUT) N 31-58-40 E S 25-47-51 W

DELTA: - 6-10-49 R= 263.000 A= 28.369 C= 28.355 T= 14.198

TANGENT BRG (IN & OUT) S 58-01-20 E N 64-12-09 w

RADIUS POINT 25 1432163. 701 566514.672

P.C. - P.T.

24 s 61-06-44 E 28.355 26 1431926.912 566400.217

26 s 27-58-37 W 4.000 27 1431923 .380 566398.340

DELTA: - 2-11-45 R= 267.000 A= 10.233 C= 10.232 T= 5.117

TANGENT BRG (IN & OUT) S 64-10-10 E N 66-21-55 W

RADIUS POINT 28 1432163.703 566514.675

P.C. - P.T.

27 s 65-16-03 E 10.232 29 1431919.099 566407.634

DELTA: - 5-47-40 R= 237.000 A= 23.968 C= 23.958 T= 11. 994

TANGENT BRG (IN & OUT) S 66-21-55 E N 72-09-35 W

RADIUS POINT 30 1432136.219 566502.648

P.C. - P.T.

29 s 69-15-45 E 23.958 31 1431910.615 566430.039

31 s 13-29-49 w 72 .030 32 1431840.575 566413.228

32 N 76-56-12 w 2. 720 33 1431841.190 566410.579

RADIAL BRG (IN & OUT) s 13-03-48 W N 2-24-14 E

DELTA: - 10-39-34 R= 168.000 A= 31.255 C= 31.210 T= 15.673

TANGENT BRG (IN & OUT) N 76-56-12 W s 87-35-46 E

RADIUS POINT 34 1431677.537 566372.606

P.C. - P.T.

33 N 82-15-59 w 31.210 35 1431845. 389 566379.652

35 s 0-30-49 E 4.010 36 1431841.380 566379.688

RADIAL BRG (IN & OUT) s 2-29-15 w N 6-53-23 W

DELTA: - 9-22-38 R= 191.000 A= 31.260 C= 31.225 T= 15.665

TANGENT BRG (IN & OUT) N 87-30-45 w N 83-06-37 E

RADIUS POINT 37 1431650.560 566371. 399

P.C. - P.T.

36 s 87-47-56 w 31. 225 38 1431840.180 566348.486

RADIAL BRG (IN & OUT) s 6-53-23 E N 49-53-02 W

DELTA: - 42-59-39 R= 21.000 A= 15.758 C= 15.391 T= 8.271

TANGENT BRG (IN & OUT) S 83-06-37 w N 40-06-58 E

RADIUS POINT 39 1431819.332 566351.006

P.C. - P.T.

38 s 61-36-48 w 15.391 40 1431832.863 566334.946

RADIAL BRG (IN & OUT) s 49-53-02 E S 82-21-07 W

DELTA: - 47-45-51 R= 41. 000 A= 34.179 C= 33.198 T= 18.153

TANGENT BRG (IN & OUT) S 40-06-58 W N 7-38-53 W

RADIUS POINT 41 1431806.445 566366.300

P.C. - P.T.

40 s 16-14-02 W 33.198 42 1431800.989 566325.665

42 N 80-30-42 w 9.340 43 1431802.528 566316.453

RADIAL BRG (IN & OUT) s 86-33-14 E N 88-50-07 W

DELTA:- 2-16-53 R= 95.000 A= 3.783 C= 3.782 T= 1. 892

(15)

File: P:\Epperson-South (Metro & Heidt)\Master Plan\Description\TA&UE\EPPERSON-TC-EAST-TA&UE-DS

-MChk.txt 6/19/2020, 9:45:16AM

TANGENT BRG (IN & OUT) s 3-26-46 W N 1-09-53 E

RADIUS POINT 44 1431796. 818 566411. 281 P.C. - P.T. 43 s 2-18-19 w 3.782 45 1431798.749 566316.301 45 s 1-09-52 w 48.070 46 1431750.689 566315.324 46 s 0-00-42 E 261. 270 47 1431489.419 566315.377 47 N 89-41-21 w 60.000 48 1431489.744 566255.378 48 s 89-59-18 w 10.000 49 1431489.742 566245.378 49 N 0-00-42 w 191. 420 50 1431681.162 566245.339 so N 0-42-14 w 39.800 51 1431720.959 566244.850

RADIAL BRG (IN & OUT) s 89-17-46 w N 71-58-55 E

DELTA:- 17-18-51 R= 373.000 A= 112. 717 C= 112. 288 T= 56.791

TANGENT BRG (IN & OUT) N 0-42-14 W s 18-01-05 E

RADIUS POINT 52 1431716.377 565871. 878

P.C. - P.T.

51 N 9-21-40 w 112. 288 53 1431831.752 566226.586

RADIAL BRG (IN & OUT) s 71-58-55 W N 48-29-53 E

DELTA:- 23-29-02 R= 48.000 A= 19.674 C= 19.536 T= 9. 977

TANGENT BRG (IN & OUT) RADIUS POINT

P.C. - P.T.

53 N 29-45-36

RADIAL BRG (IN & OUT)

DELTA: 36-20-02 R=

P.C. - P.T.

55 N 23-20-06

RADIAL BRG (IN & OUT) DELTA: - 47-16-04 R=

P.C. - P.T.

57 N 28-48-07

59 N 52-26-10

RADIAL BRG (IN & OUT) DELTA: - 90-00-00 R= TANGENT BRG (IN & OUT)

RADIUS POINT P.C. - P.T.

60 s 82-33-50

62 s 37-33-50

63 N 52-26-10

RADIAL BRG (IN & OUT) DELTA:- 90-00-00 R= TANGENT BRG (IN & OUT)

RADIUS POINT P.C. - P.T. 64 N 7-26-10 66 N 52-26-10 N 18-01-05 W S 41-30-07 E 54 1431816.905 566180.940 w 19.536 55 1431848.712 566216.889 N 48-29-53 E S 84-49-55 W 90.000 A= 57.073 C= 56.122 T= 29.533 N 41-30-07 w s 5-10-05 E 56 1431908. 350 566284.293 w 56.122 57 1431900.243 566194.659 s 84-49-55 W N 37-33-51 E 50.000 A= 41.249 C= 40.089 T= 21.880 N 5-10-05 W s 52-26-09 E 58 1431895.739 566144.862 w 40.089 59 1431935.373 566175.344 w 217.050 60 1432067.696 566003.294 s 37-33-50 w N 52-26-10 W 15.000 A= 23.562 C= 21.213 T= 15.000 N 52-26-10 W N 37-33-50 E 61 1432055.806 565994.150 w 21. 213 62 1432064.951 565982.260 w 5.500 63 1432060.591 565978.907 w 70.000 64 1432103.266 565923.419 N 52-26-10 W N 37-33-50 E 15.000 A= 23.562 C= 21.213 T= 15.000 N 37-33-50 E S 52-26-10 E 65 1432112.411 565911.529 w 21. 213 66 1432124.301 565920. 674 w 284.910 67 1432297.995 565694.833 67 1432297. 990 565694.846 CLOSING POINT: s 67-10-07 E 0 .014 CLOSING LINE 2728. 711 DISTANCE TRAVERSED 196066.401 PRECISION -Page: 3

(16)

File: P:\Epperson-South (Metro & Heidt)\Master Plan\Description\TA&UE\EPPERSON-TC-EAST-TA&UE-DS

-MChk.txt 6/19/2020, 9:45:lGAM

AREA: 118605.56 Square Feet 2.7228 Acres

- - - - ----

(17)

---SEE fl'l'f/4SON SOUTH

TOWN CE/lltTE"- EA51

,-jASTUI Urlt/TY !'I.MS MU/l'.:JD/9.00361 DICK LAKE SCALE: 1" = 200' ~

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ALL SANITARY SEWER MAINS SHALL BE 8° DIA. SDR-16 GREEN PVC

PIPE UNLESS OTHERWISE NOTED

REFER TO ORl<JNAGE KEY MAP FOR WEHAND INFORMATION

HIGH-PRESSURE GAS MAIN

IN CONSTRUCTION AREA

Bill of Sale Exhibit "A"

PCU #04-102.73.A.1

WATfll i SANITAJIY SEW("' CQHSTllVC'fQN 1119TE5

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/ . 2- ~-. ✓-: I ' ,·· / · . ~ ' f.(Jj{\\' STATE OF R.ORIDA ) ) §: COUNTY OF PASCO ) EXHIBITB PROJl!CT MANAGEMENT DMSION

ENGINEERING INSPEcnONS

CERTlFICATE OF COST ESTIMATE

UTILITY MAINTENANCE GUARANTEE

(SUBDMSION)

I, Alan

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Lawton, P.E., a Professional Engineer registered In the State d Aorlda, with Registration No. 58664, hereby certify that I have

examined the plat d •Epperson South Town Centw East", as filed by AMerrlt, Inc., located In Section 26 I. 35, Township 25 South,

Range 20 East, Pasco County, Florlda; and that the cost d the lmproyements lying within the said plat, as listed below, are acante

engineering estimates which were prepared for the purpose d determining the amount for a Utility Maintenance Guarantee required by the

Pasa> County Land DeYelopment Code.

(Attached Schedules Incorporated by Reference)

Schedule II

•A• Water Distribution

·e· Sanitary Sewer

"C" Reclaimed Water Distribution

Bond Amount 0.15 X Approved By: Pasco Co. UDept. 8/24/2020 Date Total $674,630.80 = $ $

$

$ Amount 86,165.80 540,680.80 47,784.20 674,630.80 $101,lM,12 Professional ~nm.-- : ,., ·. --"?:'~ ' 'YO l:n ' -Q ' . UCl6 ' ,....\

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(19)

~---ENGINEER'S ESTIMATE

PROJECT: Epperson SOUth Town Center East Schedule: llA Water Distribution

Unit QTY Daalptlon Unit Price Total Amount

LF 1131 12" PVC WM (DR 18) $ 34.00 $ 38,454.00

LF 279 8" PVC WM (DR 18) $ 19.20 $ 5,356.80

EA 7 12" GATE VALVE ASSEMBLY $ 2,570.00 $ 17,990.00 EA 4 8" GATE VA1.VE ASSEMBLY $ 1,400.00 $ 5,600.00

EA 1 1" GATE VA1.VE ASSEMBLY $ 500.00 $ 500.00

EA 1 12" 22.S• BEND $ 600.00 $ 600.00

EA 2 12" XB"TEE $ 820.00 $ 1,640.00

EA 1 12" X 12" CROSS $ 1,350.00 $ 1,350.00

EA 3 FIRE HYDRANT ASSEMBLY $ 4,300.00 $ 12,900.00

EA 1 WATER SERVICE TO LIFT STATION $ 1,775.00 $ 1,775.00

(20)

ENGINEER'S ESTIMATE

PROJECT: Epperson South Town Center East Schedule: IIB Sanitary Sewer

Unit QTY Ducrlptlon UnltPrlce Total Amount

LF 645 8" PVC (10'-12' CUT} $ 20.00 $ 12,900.00

LF 747 8" PVC (12'-14' CUT} $ 28.00 $ 20,916.00

LF 49 8" PVC (14'-16' CUT} $ 43.00 $ 2,107.00

LF 84 8" PVC C900 DR 18 (14'-16' CUT} $ 52.00 $ 4,368.00 EA 2 SANITARY MANHOLE (10'-12'

am

$ 2,150.00 $ 4,300.00 EA 7 SANITARY MANHOLE (12'-14' CUT} $ 2,500.00 $ 17,500.00 EA 2 SANITARY MANHOLE (14'-16'

am

$ 2,700.00 $ 5,400.00 EA 5 8" STUB & PLUG $ 450.00 $ 2,250.00 EA 1 PUMP STATION (8' DIA) $ 385,500.00 $ 385,500.00

LF 1894 8" PVC FM (DR 18) $ 19.20 $ 36,364.80

LF 1189 6" PVC FM (DR 18) $ 18.00 $ 21,402.00

LF 78 16" STEEL CASING $ 88.00 $ 6,864.00 EA 3 6" GATE VAI.Vf. ASSEMBLY $ 1,150.00 $ 3,450.00

EA 1 8" 90° BEND $ 500.00 $ 500.00 EA 6 8" 45° BEND $ 500.00 $ 3,000.00 EA 2 6" 45° BEND $ 485.00 $ 970.00 EA 4 6" 90• BEND $ 485.00 $ 1,940.00 EA 1 16" X 8" REDUCER $ 599.00 $ 599.00 EA 1 8" X 6" REDUCER $ 360.00 $ 360.00 EA 1 8" X 8" TEE $ 490.00 $ 490.00

EA 2 8" AIR RELEASE VALVf. $ 4,750.00 $ 9,500.00

(21)

•

ENGINEER'S ESTIMATE

PROJECT: Epperson South Town Center East Schedule: IIC Reclaimed Wam Distribution

Unit QTY Delcrlptlon Unit Price Total Amount

LF 1401 8" PVC RM (DR 18) _$ 19.20 _$ 26,899.20

EA 9 8" GATE VM..VE ASSEMBLY $ 1,400.00 $ 12,600.00

EA 2 8" 11,25" BENDS $ 340.00 $ 680.00 EA 6 8" 22.S- BENDS $ 340.00 $ 2,040.00 EA 1 8" 45" BEND $ 340.00 $ 340.00 EA 4 8" 45" BENDS (VERTICAL) $ 340.00 $ 1,360.00 EA 2 8" X 8" TEE $ 450.00 $ 900.00 EA 1 8'' X 8" CROSS $ 565.00 $ 565.00 EA 1 2" IRRIGATION METER $ 2,400.00 $ 2,400.00 SUBTOTAL satEDULE DC $ 47,784.20

(22)

SENECA

Seneca Insurance Company

160 Water Street, New York, NY 10038 T +1 (212) 344-3000

www.senecainsurance.com

MAINTENANCE BOND

Project: Epperson South Town Center East

Pasco County Utilities Project No.: PCU #04-102. 73.A.1 Project Location: Curley Road and Overpass Road

Bond No. POA1002805

- - - - -

-

-BY THIS BOND, WE, Meadow Ridge Owner. LLC, registered business address of 2502 North

Rocky Point Drive. Suite 1050, Tampa, FL 33607 hereinafter called the "PRINCIPAL," and

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. hereinafter called the "SURETY," registered business address of

160 Water Street. New York, NY , 10038-4922 a SURETY insurer, chartered and existing

under the laws of the State of New York , and authorized to do business in the State of Florida,

are held and firmly bound unto Pasco County, Florida, a political subdivision of the State of Florida, by and through its Board of County Commissioners, 8731 Citizens Drive, New Port Richey, Florida 34654-5598, (727) 847-2411, herein called the "COUNTY," in the sum of$ 101. 194.62 (One Hundred One Thousand One Hundred Ninety-Four & 62/100 dollars ) for the payment of which we bind ourselves, our heirs, personal representatives, successors and assigns, jointly and severally, by

these presents:

WHEREAS, the above-named PRINCIPAL has constructed water, reclaimed water, and/or

sewer utility improvements in connection with the approval of a Utilities Service Agreement or Construction Plans on a certain area of land within Pasco County known as Epperson South Town Center East (hereinafter called the "PROJECT"), and is required, as a condition of the approval of the Utilities Service Agreement and/or Construction Plans by the COUNTY, to warrant the utility improvements that consist of the improvements as delineated per the COUNTY-approved cost estimate dated 6/24/2020, in connection with the utility improvements and more particularly described on the Construction Plans approved by the COUNTY on 4/2/2020, herein

"IMPROVEMENTS," in accord with the Pasco County Code of Ordinances (Code), Chapter 110.

NOW THEREFORE, THE CONDITION OF THIS BOND is that if, for a period of eighteen (18)

months, commencing on the date of acceptance of this Bond by the Board of County Commissioners,

for the PROJECT, the PRINCIPAL:

1. Shall in all respects in connection with the approval and maintenance of the IMPROVEMENTS comply with the Pasco County Code, Chapter 110, and all other applicable Federal and State laws and COUNTY ordinances, codes, regulations, terms, and conditions; and

2. Replaces and/or repairs at the PRINCIPAL'S expense, during the one-year maintenance period required by Pasco County Code, Chapter 110 (herein called the "Maintenance Period"), to the

satisfaction of the COUNTY, all IMPROVEMENTS which are found by the COUNTY'S Utilities

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(23)

SENECA

160 Water Street, New York, NY 10038

T +1 (212) 344-3000 www.senecainsurance.com

Engineer not to comply with COUNTY approvals or requirements, or State or Federal regulations,

whichever may be applicable, or industry standards (including Pasco County Code, Chapter

110), or which are found to be deficient in materials, workmanship, or structural integrity under

COUNTY, State, or Federal regulations, whichever may be applicable, or industry standards;

and

3. Initiates repairs within thirty (30) days of notice from the COUNTY and

completes repairs within a reasonable time; and

4. Submits a written request for a final inspection of the IMPROVEMENTS

and release of the Maintenance Bond to the Pasco County Utilities Services Branch at least

sixty (60) days prior to the termination of the Maintenance Period; and

5. Pays all costs and expenses incurred for, or incidental to, compliance

with the requirements of this Bond and the Pasco County Code, Chapter 110.

THEN this obligation shall be void. Otherwise, it remains in full force and effect.

SURETY shall assume and perform any and all obligations of the PRINCIPAL upon the

PRINCIPAL'S failure or refusal to fulfill its obligations under this Bond.

SURETY, for value received, hereby stipulates and agrees that no change involving an

extension of time, alterations, or additions to the terms of the IMPROVEMENTS to be made

hereunder, or in the plans, specifications, and schedules covering the same, shall in any way

affect the obligation of the SURETY on this Bond, and the SURETY does hereby waive notice

of any such changes.

IT IS FURTHER understood that should the COUNTY be required to institute legal

proceedings in order to collect any funds under this Bond, venue shall be exclusively in

Pasco County, Florida, and the PRINCIPAL shall be responsible for any and all attorney's

fees and court costs incurred by the COUNTY.

CRUM&FORSTER

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Crum & Forster is part of Fairfax Financial Holdings limited.

(24)

SENECA

160 Water Street, New York, NY 10038 T +1 (212) 344-3000

www.senecainsurance.com

IN WITNESS WHEREOF, the PRINCIPAL and the SURETY have caused these presents to be duly executed this 2nd day of _ _ _;J=u~I _ _ _ _ __ _ , 2020

(SEAL)

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(25)

SENECA

160 Water Street, New York, NY 10038

T +l (212) 344-3000 www.senecainsurance.com (SEAL) ATTEST: WITNESS AS TO SURETY WITNESS AS TO SURETY (SEAL) ATTEST:

CRUM&FORSTER

*

COMPANY NAME

Seneca Insurance Company, Inc.

SURETY (Print Company Name)

160 Water Street, New York, NY 10038-4922

Business Address

B y : -Authorized Signature

(Print Name)

SURETY'S AGENT

FL Licensed Non-Resident Agent# W329008

Agent's License Number

Willis Towers Watson Southeast, Inc. -Debbie Mantooth

Agent's Name)

Crum & Forster is part of FairtaJt Financial Holdings Limited.

(26)

POWER OF ATTORNEY SENECA INSURANCE COMPANY, INC.

PRINCIPAL OFFICE, NEW YORK, NEW YORK 92001

KNOW ALL MEN BY THESE PRESENTS: That SENECA INSURANCE COMPANY, INC., a corporation duly organized and

existing under the laws of the State of New York, has made, constituted and appointed, and does hereby make, constitute

and appoint:

Aimee R. Perondine, Aiza Anderson, Bethany Stevenson, Danielle D. Johnson, Donna M. Plancta, Jenny Rose Belen Phothirath, Joshua Sanford

Mercedes Phothirath Samuel E. Begun, Melissa .1. Stanton, Lorina Monique Garcia, Nicholas Turecamo, Michelle Anne McMahon

each, its true and lawful Attorney(s)-ln-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver: Any and all bonds and undertakings of surety and other documents that the ordinary course of surety business may require, and to bind the Corporation thereby as fully and to the same extent as if such bonds or undertakings had been duly executed and acknowledged by the regularly elected officers of the Corporation at its principal office, in amounts or penalties not exceeding: Fifty Million Dollars ($50 000 000)

This Power of Attorney limits the act of those named therein to the bonds and undertakings specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated.

This Power of Attorney revokes all previous Powers of Attorney issued on behalf of the Attorneys-In-Fact named above and

expires on 31 day, of January month, 2021 year.

This Power of Attorney is granted pursuant to unanimous written consent passed the 19th day of September 2011 by the directors of Seneca Insurance Company, Inc. in accordance with Article II, Section 12 of the By-Laws of Seneca

Insurance Company, Inc.

Resolved that the President, Vice President, Secretary and Treasurer and each of them hereby is authorized to

execute powers of attorney, and such authority can be executed by use of facsimile signatures, which may be attested or acknowledged by any officer or attorney of the Company, qualifying the attorney or attorneys named in the given power of attorney to execute on behalf of, and acknowledge as the act and deed of the Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto.

IN WITNESS WHEREOF, SENECA INSURANCE COMPANY, INC. has caused these presents to be signed and attested by

its appropriate officer and its corporate seal hereunto affixed this 11th day of March, 2019.

SENECA INSURANCE COMPANY, INC.

Corporate Seal:

STATE OF NEW JERSEY.

ss.:

COUNTY OF MORRIS

On this 11th day of March, 2019 before me. a Notary Public, personally appeared the above

named officers, Daniel Sussman and Laura Schneider, who, being duly sworn, acknowledged that Attest:

they signed the above Power of Attorney as Senior Vice President and Vice President of the said SENECA INSURANCE COMPANY, INC. and acknowledged said instrument to be the voluntary Act and Deed of said Company. They are both personally known to me.

Sonia Scala , Notary Public

SONIA SCALA

NOTARY PUBLIC OF NEW JERSEY

MY cm1MISSION EXPIRES 3/25/2024 No. 2163686 Daniel Sussman SCio2 ~re71ent ) t__,,,~'-<-<~

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u ck-<..,1 Laura Schneider Senior Vice President

IN WITNESS WHEREOF, I ha~e hcrcunio-sct my hand aml affixed the corporate seal ofScn<0ca Insurance Company, Inc. on the 2nd day

(27)

Office of Nikki Alvarez-Sowles, Esq.

Pasco County Clerk

&

Comptroller

October 8, 2020

Meadow Ridge Owner, LLC

2502 N. Rocky Point Dr. Suite 1050 Tampa, FL 33607

Re: Epperson South Charter School (Offsite Infrastructure)

Memo Dated: July 28, 2020 (UTD20-0496)

Dear Sir/Madam:

Your Maintenance Bond No. POA 1002805 in the amount of $101,194.62 was approved for acceptance by the County Administrator in connection with memo dated July 28, 2020. Your Bill of Sale was also accepted.

If you have any questions, please contact the appropriate department or the County Administrator's office at 727-84 7-2411.

Sincerely,

-es ica L Floyd

rds Clerk I, Board Records Division Deputy Clerk

Office of Nikki Alvarez- Sowles, Esq.

Pasco County Clerk & Comptroller

P.O. Box 338

New Port Richey, FL 34656-0338

(727) 847-8199 www.pascoclerk.com

38053 Live Oak Ave Dade City, FL 33523-3805