CITY OF TARPON SPRINGS Staff Report

January 2, 2018

TO: PLANNING AND ZONING BOARD FROM: PLANNING & ZONING DEPARTMENT

HEARING DATES: DECEMBER 18, 2017 (PLANNING & ZONING BOARD)

JANUARY 9, 2017 (BOARD OF COMMISSIONERS)

SUBJECT: APPLICATION #17-66 - SITE PLAN APPROVAL-

CLEARWATER MARINE AQUARIUM, RESOLUTION 2017-46

I. APPLICATION

A. Application: Site Plan approval for Clearwater Marine Aquarium

B. Owner: Pinellas County Government

C. Applicant: Clearwater Marine Aquarium

D. Agent: Ayres Associates

E. Request: To construct a 55,216 square foot area including two marine mammal rehabilitation pools, pool shade structures and a mobile office / laboratory for the Clearwater Marine Aquarium.

II. PROPERTY INFORMATION

A. Location: Approximately 1.27 acres of the northwestern portion of

Fred Howard Park, Tampa & Tarpon Springs Land Co Lots 13, 15, 16, & 19, lot 14 less the east 30 ft for r/w and submerged land, as depicted in Exhibit “A”

B. Property Size: 1.27 Acres

C. Land Use: Recreation & Open Space (R/O)

D. Zoning District: Land Conservation (LC)

E. Surrounding Uses: North: Recreation & Open Space

South: Recreation & Open Space

East: Recreation & Open Space

West: Gulf of Mexico

F. Tax Parcel Number: 10-27-15-89190-000-0130

III. BACKGROUND

The Clearwater Marine Aquarium has entered into a license agreement with

Pinellas County Government to place a marine mammal stranding rehabilitation

facility on approximately 1.27 acres entirely enclosed within Fred Howard Park.

The facility will be fully fenced and not open to the public. The facility will be

staffed intermittently in accordance with the unpredictable nature of distressed

animals requiring the use thereof. The project is planned to be completed in three

phases over a three year period. At completion it will consist of two fiberglass

pools, shade structures over the pools, a mobile laboratory / office, and concrete

pads for wash-down and other animal care activities.

The plan includes 7,996 square feet of vehicular use area composed of crushed

shell that will contain a total of 5 parking spaces. One handicapped accessible

space required for this site will be concrete and will connect to a handicapped

accessible sidewalk within the site. Approximately 62 percent of the site (34,167

square feet) will remain as open space.

On November 29, 2017 the Board of Adjustment granted the applicant a variance

to provide relief from parking lot landscaping and screening requirements

(Application #17-112). Because of its isolated location within the park and the

natural features surrounding the site, including areas of dense, mature

vegetation, the intent of the landscaping and screening requirements of the Land

Development Code is satisfied.

An environmental analysis of the site was completed which identified one Gopher

Tortoise and two potentially active Gopher Tortoise burrows. An on-site

relocation permit will be applied for from Florida Fish and Wildlife Conservation

Commission (FFWCC). This analysis concludes that the development will have

minimal impact to the existing plant and animal populations due to its small size

and placement on an existing spoil site surrounded by undisturbed natural area.

IV. ANALYSIS V. REVIEW CRITERIA - COMPREHENSIVE PLAN MAP AMENDMENT:

The applicant is not requesting any change to the future land use category of

Recreation & Open Space (R/O). The proposed site plan is consistent with the

uses permitted in the R/O land use category in accordance with the provisions

of the Comprehensive Plan.

VI. REVIEW CRITERIA - ZONING MAP AMENDMENT:

The applicant is not requesting any change to the current zoning category of

Land Conservation (LC). The proposed site plan is consistent with the

permitted uses in the LC zoning district.

VII. SITE PLAN REVIEW PROCEDURES AND STANDARDS

The process for site plan review is set forth in Sec. 210.03 of the Land

Development Code (LDC) and calls for the Planning and Zoning Board to

review the site plan for compliance with the Comprehensive Plan, the

Comprehensive Zoning and Land Development Code, including the City's

concurrency management system and the City's Building Codes and provide a

written recommendation to the Board of Commissioners as enumerated in Sec.

210.04 of the LDC.

The Technical Review Committee has reviewed and determined the application

for site plan approval to be complete and in compliance with the above-cited

standards for review.

The site plan is consistent with the Future Land Use Plan and the

corresponding policies of the Comprehensive Plan.

The proposed project meets the Concurrency Management Standards of

Section

122.00 of the Land Development Code pursuant to the requirement for a

Certificate of Concurrency for potable water, sanitary sewer, solid waste

disposal, stormwater management, and recreation open space.

VIII. LEVEL OF SERVICE ANALYSIS

Article VIII of the Land Development Code requires that the following public

facilities be available concurrent with the impact from development.

A. Potable Water: 800 GPD

B. Sanitary Sewer: 1,770 GPD

C. Drainage: On-site retention is provided through two dry stormwater ponds.

D. Solid Waste: deminimis

E. Recreation: N/A

F. Transportation: deminimis

G. Hurricane Shelter Space: N/A

H. Certificate of Concurrency Determination: No objections

IX. OTHER INFORMATION

Technical Review Committee The TRC reviewed this application at a series of meetings, the most recent on November 13, 2017, and had no objections to the request. The TRC minutes and comments from this meeting are included as an attachment.

X. STAFF RECOMMENDATION

Staff finds the application for site plan approval consistent with the applicable

review criteria; and therefore the staff recommendation is to approve the site

plan; subject to the following:

1. The developer is responsible for acquiring all other jurisdictional permits/or approvals and for meeting the minimum criteria of the Land Development Code.

2. Any lighting to be installed on site is to be shielded and directed internal to the site.

3. Construction plans shall be consistent with the approved site plan. The payment of all requisite fees attendant to the project shall be paid in accordance with the Land Development Code.

4. This site plan shall expire in accordance with the approved alternate phasing schedule as depicted on sheet C2.2 within three years of the effective date unless an application has been filed for a building permit with Construction Plans signed and sealed by a registered engineer licensed in the State of Florida.

XI. PLANNING AND ZONING BOARD RECOMMENDATION

The Planning and Zoning Board heard this application at the December 18,

2017 meeting. The Board had a brief discussion regarding drainage including

the proposed pervious parking area, whether the area would be open to the

public and if so would school groups be invited to the site. The applicant

discussed access to the site and the operation of the site. The Board agreed

unanimously to approve the application with the conditions proposed by staff.

Attachments

1. Vicinity Map and Aerial Map 2. Application 3. TRC Minutes and Comments 4. Site Plan

5. Resolution 2017-46

5

Vicinity Map: App 17-66 Clearwater Marine Aquarium

ject Site

Subject

Site

6

Aerial Map: App 17-66 Clearwater Marine Aquarium

Subject

Site

Return to:Planning & Zoning Division

324 E. Pine StreetTarpon Springs, FL 34689

(727) 942-5611

CITY OF TARPON SPRINGS, FLORIDA

Subdivision / Site Plan Approval Application

(Please type or print clearly) Property Owner(s)Name Email

Address

City State Zip

Phone Fax Cellular

ApplicantName Email

Address

City State Zip

Phone Fax Cellular

Agent (if applicable)Name Email

Address

City State Zip

Phone Fax Cellular

General InformationProject Name

Property Location or Address

Legal Description (attach additional sheets as necessary)

Tax Parcel Number(s)

Existing Land Use & Zoning Information

Present Designations of Property Current Use of Property

Land Use Category Zoning District

Site Acreage:

Upland ___________ Wetland __________ Submerged __________ TOTAL __________

Flood Information: [please check all that apply]

Zone X Zone X Shaded Zone AE Zone VE

Base Flood Elevation (BFE): [please list all elevations] ____________________________________________

Rev. 4/12/10 Page 1 of 7

1

Date: 11/13/17

TECHNICAL REVIEW COMMITTEE (TRC) MINUTES

PROJECT NAME: Clearwater Marine Aquarium

FILE NUMBER: 17-66

APPLICATION TYPE: Site Plan Review

PROJECT DESCRIPTION: Site Plan for a stranding station inside Fred Howard Park

PROPERTY LOCATION: Inside Fred Howard Park

PARCEL ID / TAX ID NO.: 10-27-15-89190-000-0130

TRC MEETING DATE: 11/9/17

TRC REVIEW RESULTS: Your project was reviewed by the City of Tarpon Springs Technical Review Committee on the above referenced date. The following items have been identified for your review and response:

Additional information required from applicant.

Redlined plans enclosed.

See Member Comments below.

Submit revised plans per enclosed redlines or department comments. Four full sets of revised plans will be required for staff’s off-line review.

City of Tarpon Springs, FloridaDEVELOPMENT SERVICES DEPARTMENT

PLANNING AND ZONING DIVISION

324 EAST PINE STREET

P.O. BOX 5004

TARPON SPRINGS, FLORIDA 34688-5004

(727) 942-5611

FAX (727) 943-4651

2

TRC MEMBER COMMENTS

PLANNING & ZONING REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS

INITIALS: HU

1. Is the drainage plan approved by Bryan Anderson? resolved 2. Variance must be approved prior to scheduling this project for Public Hearing with Planning

and Zoning and Board of Commissioners. resolved 3. Endangered Species Review

Relocation Permit required prior to Certificate of Occupancy of site by Building Official.

FIRE DEPARTMENT REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS

INITIALS: RK

1. Must provide fire suppression water supply to mobile office building in accordance with Florida Fire Code. NFPA 1, Chapter 18. resolved

2. Driveway/Access road shall be designed in accordance with Florida Fire Code NFPA 1 Chapter 18. (Tarpon Springs Apparatus weigh 33 tons) acknowledged

3. Driveway/Access road shall provide for emergency vehicle access to within 50 ft of an exterior door leading to the interior of the mobile office building. NFPA Chapter 18. resolved

4. Driveway/Access road shall provide for emergency vehicle turn-around in accordance with Florida Fire Code. NFPA 1 Chapter 18. resolved

**Site plan approved with implementation of the above comments**

BUILDING DEVELOPMENT REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS

INITIALS: VR

1. Sheet C2.0 states the project lies in Flood Zones AE 13 & VE 14. Delineate where the flood zone lines are. If the mobile office or any structures lie in Flood Zone VE 14, then any discussions or written communications may not be applicable. resolved

2. Sheet C2.2: All equipment, electrical panels, electrical meters, utilities shall meet the Floodplain Ordinance and ASCE 24; requirements of 1’0” above the base flood elevation. Quick disconnects and shut off valves for the mobile office will be required. An emergency evacuation plan will also be required. All of this shall be shown on the submitted plans for permitting. acknowledged

3. Ensure the ramp and stairs do not structurally connect to the mobile office. See attached from 44CFR 60.3. (c) (14). acknowledged

POLICE DEPARTMENT REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS

INITIALS: JU

3

PUBLIC SERVICES REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS

INITIALS: FF/RP

1. §136.02 (D), manholes shall be provided at all change of direction. The cleanout at the new line and future line should be a manhole. This means upgrading line between manhole to lift station from 4” to 8” per 136.02 (C) acknowledged

2. Sanitary sewer required permit from FDEP per rule 62-604 FAC acknowledged 3. Please confirm the termination point of force main through Fred Howard Park. resolved 4. Water/Sewer bought through Pinellas County. acknowledged

PUBLIC WORKS REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS

INITIALS: TF

PROJECT ADMINISTRATION DEPARTMENT REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS

INITIALS: DS PLANNING AND ZONING BOARD REVIEW

TRC review is complete and your project is scheduled for Planning and Zoning Board on the following date 12/18/2017

Your project remains unscheduled for Planning and Zoning Board because revised plans or additional information is required.

Planning and Zoning Board review is not required for this project.

BOARD OF ADJUSTMENT REVIEW AND FINAL ACTION (VARIANCES ONLY)

Your project is scheduled for BOA review on the following date: November 29, 2017

Your project remains unscheduled for BOA because additional information is required (see previous page).

Board of Adjustment review is not required for this project.

BOARD OF COMMISSIONER REVIEW AND FINAL ACTION

Your project is scheduled for review and final action by the Board of Commissioners on the following date(s): 01/09/2018

Your project remains unscheduled for Board of Commissioners because revised plans or additional information is required.

Board of Commissioner review is not required for this project.

4

HERITAGE PRESERVATION BOARD REVIEW AND FINAL ACTION (CERTIFICATES OF APPROVAL ONLY)

Your project is scheduled for HPB review on the following date:

Your project remains unscheduled for HPB review because additional information is required (see above).

Heritage Preservation Board review is not required for this project.

REQUIRED ACTION OF THE APPLICANT

Please review any checked items above and provide any additional required information. Your project will not be scheduled for Planning and Zoning Board, Board of Adjustments or Board of Commission review until all required information or revised plans are provided. If no additional information is required, your project should be scheduled for the next applicable meeting, if sufficient time is available to meet required advertising deadlines (generally at least 21 days).

If TRC comment sheets are attached, please follow up with the department who made the comments. The reviewing individual from each City department is responsible for notifying this department when any and all plan corrections have been made or any conditions that have been established for approval of the project.

Please keep in mind that the Planning & Zoning Division has a 90-day suspense from the date of the TRC review for the submission of revisions/additional information. If revised plans/additional information are not submitted within the above referenced time frame, the application will be considered to be “EXPIRED” and a new application will have to be submitted.

If you have questions concerning any of the above information, please do not hesitate to contact the Planning Division for assistance.

Cc: Subject File – 17-66 – Site Plan Approval Applicant – Clearwater Marine Aquarium

OkeechobeeLake

ELLIOT KEY

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COUNTY MAP

PINELLAS COUNTY

NTS

PINELLAS COUNTY

FRED HOWARD PARKSTRANDING STATION

FRED HOWARD PARK STRANDING STATIONTARPON SPRINGS, FLOCT 2017SITE PLAN SET

REVISIONDATEDATE

PROJ NO

DES BY

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SHEET NO.

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PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C1.0COVER SHEETCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

CITY OF TARPON SPRINGSDEVELOPMENT SERVICES DEPARTMENTPLANNING AND ZONING DIVISION324 EAST PINE STREETTARPON SPRINGS, FL 34688-5004(727) 942-5611

AYRES ASSOCIATESJANICE SANDS ASH, P.E.5802 BENJAMIN CENTER DRIVE #101TAMPA, FL 33634(813) 290-8899

CLEARWATER MARINE AQUARIUMMIKE HURSTVP OPERATIONS / ZOOLOGICAL CARE249 WINDWARD PASSAGECLEARWATER, FL 33767

APPLICANT:

PREPARED BY:

PREPARED FOR:

Sheet List TableSheet Number Sheet Title

C1.0 Cover SheetC1.1 Project Location PlanC2.0 Existing Site ConitionsC2.1 Demolition PlanC2.2 Site Plan and Phasing PlanC2.3 Grading and Drainage Basin MapC2.4 Utility PlanC2.5 Intake-Discharge Line Plan ViewC2.6 Landscape Plan

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:25:14 -04'00'

Image courtesy of USGS Earthstar Geographics SIO © 2017 Microsoft Corporation © 2010 NAVTEQ © AND

PROJECT AREA

PROJECT AREA

PROJECT LOCATION

PINELLAS COUNTY MAPNTS

VICINITY MAPNTS

AERIAL MAPNTS

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

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PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C1.1PROJECT LOCATION PLANCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

APPROXIMATE LIMITS OFFRED HOWARD PARK

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Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:25:52 -04'00'

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9

5

.

2

0

5.18

5

.

3

7

5

.

3

8

5

.

4

2

5

.

3

9

5

.

4

2

5.38

4

.

3

1

4

.

3

6

3.95

4

.

0

04

.

0

0

4

.

0

1

4

.

1

2

4

.

1

6

4

.

3

8

4

.

3

5

4

.

6

1

4

.6

2

4

.

9

2

4

.

9

0

4

.

8

8

4

.

9

0

5.00

4

.

9

3

4.97

5

.

0

0

5.44

5

.

4

3

5.11

5.08

5.21

5.02

4.94

5.18

5.34

5.14

5.23

5.20

5

.

2

9

5.32

5.58

5.36

5.89

5

.

4

2

5.67

5.86

5.62

5

.

5

0

5.41

5.61

5.74

5.84

5.57

W

A

T

E

R

4

.

4

9

4.53

4.42

4

.

4

5

4

.

5

6

4.70

4.48

4

.

4

1

6"P

VC

GATE

ELECTRICAL

TRANSFORMER

ON CONCRETE

PAD

ELECTRICAL VAULT

ELECTRICAL

PEDESTAL

(TYP.)

BOLLARD

(TYP.)

ROAD SIGN

(TYP.)

HYDRANT

WATER VALVE

H

O

W

A

R

D

P

A

R

K

C

A

U

S

E

W

A

Y

(

A

S

P

H

A

L

T

)

APPROXIMATE

C/L OF ROAD

E

X

.

P

A

R

K

I

N

G

S

P

A

C

E

S

(

A

S

P

H

A

L

T

)

E

X

.

D

R

I

V

E

W

A

Y

(

A

S

P

H

A

L

T

)

CONCRETE APRON

CONC.

E

X

.

D

I

R

T

D

R

I

V

E

D

I

R

T

D

R

I

V

E

D

IR

T D

R

IV

E

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

TREE LINE

(TYP.)

BRUSH LINE

(TYP.)

C/L DITCH

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

E

O

F

S

LO

P

E

T

O

P

O

F

B

A

N

K

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

5

4

5

5

5

4

5

4

3

3

4

2

3

4

4

1

3

1

2

1

1

1

0

9

8

7

6

5

1

0

5

1

0

5

1

0

5

4

4

4

5

5

5

3

3

6

5

4

3

3

3

2

3

4

5

6

5

6

7

6

7

1

2

3

4

5

6

2

3

4

5

6' CHAIN

LINK FENCE

6' CHAIN

LINK FENCE

P

A

I

N

T

S

T

R

I

P

E

S

N

O

T

L

O

C

A

T

E

D

C

O

N

C

R

E

T

E

S

T

R

I

P

(

T

Y

P

.

)

C

O

N

C

R

E

T

E

S

T

R

I

P

(

T

Y

P

.

)

CONCRETE STRIP

(TYP.)

CONCRETE STRIP

(TYP.)

(DEAD)

CONCRETE STRIP

(TYP.)

CONTINUES

C

O

N

T

I

N

U

E

S

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGES

OF DIRT DRIVE

7

HOSE BIB

WATER

TEMPORARY BENCH MARK

BRUSH LINE

BOLLARD

HYDRANT

WATER VALVE

ELECTRICAL TRANSFORMER

ELECTRICAL PEDESTAL

ELECTRICAL VAULT

ROAD SIGN

HOSE BIB

PINE TREE & SIZE

TREE LINE

SYMBOLS

SB-2

EL. 4.0'

SB-3

EL. 5.8'

2" WATER

CONNECTION

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-5

EL. 4.9'

PROJECT LIMITS

GOPHER TORTOISE

BURROW

GT

ACTIVE GOPHER

TORTOISE BURROW

GT

25' BUFFER

0 30' 60'N

OR

TH

LEGEND

C.P. = CONTROL POINT

SCIR = SET CAPPED IRON ROD

TBM = TEMPORARY BENCHMARK

SB = SOIL BORING

C/L = CENTER LINE

SCIP = SET CAPPED IRON PIPE

TYP. = TYPICAL

PVC = POLYVINYL CHLORIDE PIPE

Inv. = INVERT

EL. = ELEVATION

APPROX. = APPROXIMATE

ASSOC. = ASSOCIATES

SURVEYORS NOTES

1. THIS IS NOT A BOUNDARY SURVEY.

2. THE INTENDED PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR DESIGN

OF A STRANDING STATION FOR MARINE ANIMALS AND MAMMALS.

3. THE SUBJECT PROPERTY LIES IN FLOODS ZONES AE, BASE FLOOD

ELEVATION OF 13’ FEET NAVD 1988 AND ZONE VE, BASE FLOOD

ELEVATION OF 14’ FEET NAVD 1988, PER NATIONAL FLOOD INSURANCE

RATE MAP, PINELLAS COUNTY, FLORIDA, MAP NUMBER 12103C0018G,

EFFECTIVE DATE OF SEPTEMBER 3,2003.

4. VERTICAL CONTROL ESTABLISHED FROM A CONVENTIONALLY LEVELED

LOOP FROM NGS DESIGNATION – FRED HOWARD, PUBLISHED ELEVATION

10.12’ FEET NAVD 1988 DATUM TO NGS DESIGNATION – 872 6904 G,

PUBLISHED ELEVATION OF 7.43’ FEET NAVD 1988 DATUM. REFERENCE

FIELD BOOK AYRES 1, PAGES 10-15.

5. AERIAL IMAGE IN BACKGROUND IS ONLY TO SHOW THE FOLIAGE AND

APPROXIMATE OPEN AREA OF SUBJECT SITE.

6. HORIZONTAL CONTROL IS BASED ON GPS RTK OBSERVATIONS OF NGS

STATIONS PCDSM GPS 79 AND NGS DESIGNATION TARPON F USING THE

FPRN AND OBSERVED GPS RTK DATA ON NAD 83 (2011) HORIZONTAL

DATUM.

7. THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1” = 30’ FEET.

8. LAST DATE OF FIELD WORK WAS 03/16/2017.

CLEAR WATER MARINE AQUARIUM

FRED HOWARD PARK STRANDING STATION

AYRES-1FIELD BOOK

PINELLAS COUNTY, FLORIDA

SECTION 10, TOWNSHIP 27 SOUTH, RANGE 15 EAST

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

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wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

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-010

7.11

Dw

g\S

ite P

lan\

65-0

107.

11 C

2.0-

Topo

grap

hic

Sur

vey.

dwg,

Lay

out:

C2.

0

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.0EXISTING SITE CONITIONSCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

SCALE: 1" = 60'

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:26:22 -04'00'

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W(B)

W(B)

C.P. & TBM 2

SCIP 1

1

2"

AYRES ASSOC.

EL. 4.82

4.3

2.2

2.1

4.8

2.3

5.3

2.2

1.8

4

.

5

5.4

5.9

5.3

4.8

4.1

4.6

5.4

5.9

6.4

5.4

3.8

3.0

3.6

4.8

5.5

4.5

3

.

9

3.7

2.8

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

4.7

4.7

4.8

5.0

5.3

5.1

5

.

0

5

.

1

4

.

9

4

.

7

4

.

2

4.4

4.6

4

.

6

4

.

6

4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

5.0

5.2

5.1

5

.0

5

.

0

5

.

0

4

.

4

4.8

6

.

1

7.5

10.4

12.8

13.1

13.1

11.7

10.9

9.3

5.6

5.3

7.3

10.1

1

3

.1

13.0

11.2

8

.

2

5

.

6

4

.

8

4.6

4.9

4.4

4

.

0

9

3

.

3

1

0

.

0

7

.

7

5.0

5.4

4

.

2

4

.

1

4

.

9

5

.0

5.1

4

.

9

5

.

1

5.2

5.2

4

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

4.6

4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.0

3

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

2.9

4.7

5.7

3.5

3.5

3.3

2.8

4.8

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

3

.

2

3.6

3.2

3

.

1

2

.

6

2

.

9

3.5

3

.

2

4

.

6

3.5

3.4

3.4

4.0

4

.

1

3

.

9

4

.

1

3

.

3

2.9

1.5

1.7

0.9

2.1

15"

15"

8"

14"

12"

3"

12"

8"

12"

11"

12"

10"

12"

10"

18"

17"

2.7

3.0

2.6

SB-1

EL. 5.56

TBM 5

SET NAIL & DISK

AYRES ASSOC.

EL. 4.93

TBM 3

SET MAG NAIL & DISK

AYRES ASSOC.

EL. 4.876

4

.

6

4.6

4.6

4.9

4

.

6

3

4.51

5.18

5

.

1

9

5

.

3

6

3

.

8

0

4

.

0

0

4

.

2

3

4.78

4.73

4.84

4.91

5.06

5.02

5.14

5.16

5.15

5.17

4

.

9

7

5

.

0

0

3

.

3

63.44

3

.5

1

3.69

3

.

6

6

3.86

3.97

4.31

4.25

4

.

5

0

4.55

5.05

5.03

5

.

3

4

5.44

5.54

5.57

5.50

5

.

4

7

5

.

5

6

5

.

5

3

5

.

4

2

5

.

2

4

5

.

2

8

5

.

0

5

4

.

8

4

4

.

8

8

4

.

9

2

4

.

9

0

4

.

8

8

4

.

9

0

5.00

4

.

9

3

4.97

5

.

0

0

5.44

5

.

4

3

6"P

VC

GATE

P

A

R

K

I

N

G

S

P

A

C

E

S

CONCRETE APRON

CONC.

D

I

R

T

D

R

I

V

E

D

I

R

T

D

R

I

V

E

D

IR

T D

R

IV

E

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

TREE LINE

(TYP.)

BRUSH LINE

(TYP.)

C/L DITCH

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

5

5

5

4

4

3

3

4

2

3

4

4

1

3

1

2

1

1

1

0

9

8

7

6

5

1

0

5

1

0

5

1

0

5

4

4

4

5

5

5

3

3

6

5

4

3

3

3

5

2

3

4

5

6' CHAIN

LINK FENCE

6' CHAIN

LINK FENCE

L

O

C

A

T

E

D

CONCRETE STRIP

(TYP.)

(DEAD)

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGES

OF DIRT DRIVE

HOSE BIB

SB-2

EL. 4.0'

SB-3

EL. 5.8'

2" WATER

CONNECTION

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-5

EL. 4.9'

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

GOPHER

TORTOISE

BURROW

GT

ACTIVE GOPHER

TORTOISE HOLE

GT

25' BUFFER

EXISTING DIRT MOUND

(TO BE REMOVED BY

PINELLAS COUNTY)

PROPOSED SILT FENCE

(TYP.)

TREE BARRICADE

(TYP.)

TREE BARRICADE

(TYP.)

TREE BARRICADE

(TYP.)

TREE BARRICADE

(TYP.)

PROPOSED SILT FENCE

(TYP.)

LIMITS OF CLEARING

AND GRUBBING

(TO BE PERMITTED

AND RELOCATED BY

PINELLAS COUNTY)

(TO REMAIN)

(TO BE REMOVED)

(TO BE REMOVED)

EX. 2" WATER MAIN

(TO BE ABANDONED

IN PLACE, REMOVE

WHERE ACCESSIBLE)

SILT FENCE

TREE BARRICADE

WETLAND LINE

LIMITS OF DIRT MOUND REMOVAL

LIMITS OF CLEARING AND GRUBBING

LEGEND

0 20' 40'

NO

RT

H

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

lear

wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

ndin

g S

tatio

n\65

-010

7.11

Dw

g\S

ite P

lan\

65-0

107.

11 C

2.1-

Dem

oliti

on P

lan.

dwg

, Lay

out: C

2.1

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.1DEMOLITION PLANCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

NOTES:

NO TREES SHALL BE IMPACTED WITH THE

DEVELOPMENT OF THE PROPOSED PROJECT.

SCALE: 1" = 40'

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:26:56 -04'00'

POND B

POND A

S

E

W

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W(B)

W(B)

7

.

3

5.3

6.94.7

2.1

4

.

5

4.6

4

.

8

5

.

0

5.6

5.6

5.2

6.4

5.4

3.8

3.0

3.6

4.8

5.5

4.5

2.8

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

4.7

4.7

4.8

5.0

5.3

5.1

5

.

0

5

.

1

4

.

9

4

.

7

4

.

2

4.4

4.6

4

.

6

4

.

6

4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

5.0

5.2

5.1

5

.0

5

.

0

5

.

0

4

.

4

4

.

8

4.6

4.9

4.4

4

.

0

9

5.0

5.4

4

.

2

4

.

1

4

.

9

5

.0

5.14

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

4.6

4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.03

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

5.7

5.8

3.5

3.5

3.3

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

3

.

2

3.6

3.2

3

.

1

2

.

6

2

.

9

3.5

3

.

2

4

.

6

3.5

3.4

3.4

4.0

4

.

1

3

.

9

4

.

1

3

.

3

2.9

1.5

1.7

0.9

2.1

15"

15"

8"

14"

12"

3"

12"

8"

12"

11"

12"

10"

12"

10"

18"

17"

2.6

SB-1

EL. 5.56

4

.

6

4.6

4.6

4.9

4

.

6

3

4.51

5.18

5

.

1

9

5

.

3

6

4.91

5.06

4.31

4.25

4

.

5

0

4.55

5.05

5.03

5

.

3

4

5.44

5.54

5

.

0

0

6"P

VC

GATE

CONCRETE APRON

CONC.

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

5

4

3

3

4

2

3

4

4

4

4

4

5

5

5

3

3

6

5

4

3

3

3

2

3

4

5

6

5

6

7

6' CHAIN

LINK FENCE

(DEAD)

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGE

OF DIRT DRIVE

SB-2

EL. 4.0'

SB-3

EL. 5.8'

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-5

EL. 4.9'

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

GOPHER

TORTOISE

BURROW

GT

25' BUFFER

POND B

POND A

S

E

W

PROPOSED 40'

DIAMETER POOL ON

CONCRETE SLAB

FUTURE EXPANSION

(PHASE II)

PROPOSED

TIMBER STAIRS

PROPOSED ELEVATED

DECKING AROUND POOL

(GRAVEL UNDER DECKING)

PROPOSED POLE BARN

COVER OVER POOL

PROPOSED POND A

PROPOSED 8' HIGH

PERIMETER FENCE

WITH BARB WIRE

PROPOSED ADA

TIMBER RAMP

PROPOSED LIGHT POLE

(TYP.)

PROPOSED

ELECTRICAL PANELS

PROPOSED PUMP

STATION

PROPOSED

ELECTRICAL METER

2

4

'

S

W

I

N

G

G

A

T

EPROPOSED SHELL

DRIVE (TYP.)

FUTURE WASH DOWN PAVILION

CONCRETE SLAB

PROPOSED

STAIRS

FUTURE 22.5'x36' OPEN

EQUIPMENT CONCRETE SLAB 2

P

R

O

P

O

S

E

D

S

H

E

L

L

P

A

R

K

I

N

G

S

P

A

C

E

S

PROPOSED 22.5'x24' OPEN

EQUIPMENT CONCRETE SLAB 1

PROPOSED

DISCHARGE PIPE

ALIGNMENT

PROPOSED

INTAKE PIPE

ALIGNMENT

1

8

'

(

T

Y

P

.

)

9

'

(

T

Y

P

.

)

PROPOSED

HANDI-CAP SIGN

AND PARKING SPACE

8

'

1

0

'

8

'

8

'

F

R

E

D

H

O

W

A

R

D

P

A

R

K

A

C

C

E

S

S

D

R

I

V

E

3

0

'

R

1

5

'

2

4

'

R

1

5

'

1

5

'

R

1

5

'

R25'

3

2

'

PROPOSED UTILITY

HOOK-UP PAD

2

7

.

3

'

EX. TOP OF DITCH

EX. EDGE OF WATER

EX. EDGE OF WATER

10' WIDE

CONCRETE WEIR

1

0

'

8' WIDE

CONCRETE WEIR

8

'

PROPOSED LIGHT

(ATTACHED TO

STRUCTURE)

(TYP.)

PROPOSED DISCHARGE

OUTFALL

2

0

'

M

O

B

I

L

E

O

F

F

I

C

E

A

R

E

A

5

'

(1,000'±)

(PHASE IB - TO BE

PERMITTED SEPARATELY)

(PHASE IB - TO BE

PERMITTED SEPARATELY)

(PHASE IB - TO BE

PERMITTED SEPARATELY)

E

X

.

D

I

R

T

D

R

I

V

E

T

O

R

E

M

A

I

N

A

S

I

S

PROPERTY INFO:

PARCEL ID 10-27-15-89190-000-0130

PROPERTY NAME FRED HOWARD PARK

ADDRESS 1700 SUNSET DR. TARPON SPRINGS, FL 34689

TOTAL PARK AREA 155 AC. M.O.L.

PROPERTY USE 8612 (COUNTY GOV'T - NON-RESIDENTIAL (COMMERCIAL) ONLY)

LAND USE CATEGORY RECREATION AND OPEN SPACE

ZONING DISTRICT LAND CONSERVATION

COUNTYWIDE LAND USE RECREATION AND OPEN SPACE

COUNTY PINELLAS COUNTY

POTABLE WATER & SEWER DISPOSAL BY: CITY OF TARPON SPRINGS

FLOOD ZONE IS ZONE AE, PANEL NO. 12103C0018G & 12103C0016G DATED 9/03/2003,

FLOOD ELEVATION 12.0 NAVD88

MAXIMUM FAR = 0.25% (55,216 SF x 0.25 = 13,804 SF ALLOWABLE)

PROPOSED FAR = 0

FUTURE FAR = 1,885

MAXIMUM ISR = 0.45% (55,216 SF X 0.45 = 24,847 SF ALLOWABLE)

PROPOSED & FUTURE ISR = 21,049

PARKING REQUIREMENTS PER LDC 127.00(6)(f) INDUSTRIAL USES, RESEARCH AND DEVELOPMENT: 1 SPACE

PER 500 SF OF GROSS FLOOR AREA; PLUS 1 SPACE PER COMPANY VEHICLE

PROPOSED GROSS FLOOR AREA 0 SF.

FUTURE GROSS FLOOR AREA 2,000 SF.

(2,000/500 = 4) + 1 COMPANY VEHICLE = 5 PARKING SPACES REQUIRED (6 PARKING SPACES PROVIDED)

(5 REGULAR SPACES 9'x18' AND 1 HANDICAP SPACE 12'x18')

LEGAL DESCRIPTION:

TAMPA & TARPON SPRINGS LAND CO LOTS 13,15,16 & 19, LOT 14 LESS THE EAST 30 FT FOR R/W AND

SUBMERGED LAND

NOTES:

1. SOLID WASTE: CLEARWATER MARINE AQUARIUM SHALL BE RESPONSIBLE FOR HAULING SOLID WASTE TO

A DUMPSTER LOCATED IN FRED HOWARD PARK IN LIEU OF PROVIDING A DUMPSTER ON SITE.

2. APPLICANT HAS APPLIED FOR A VARIANCE TO WAIVE LANDSCAPE BUFFER AND SCREENING

REQUIREMENTS.

SITE INFO

PROJECT AREA: SF. AC.

SILT FENCE

55,216 1.27

IMPERVIOUS:

PHASE IA

COVERED 40' POOL STRUCTURE (A)3,600

SHELL DRIVEWAY/PARKING SPACES (A) & (B)7,996

TIMBER RAMP/STAIRS (A)24

OPEN EQUIPMENT CONCRETE SLAB 1 (A)540

CONCRETE PARKING SPACE & SIDEWALK (A)389

PHASE II

FUTURE EXPANSION (B)5,317

FUTURE OPEN EQUIPMENT CONCRETE SLAB 2 (A)675

FUTURE WASH DOWN PAVILION CONCRETE SLAB (B)624

PHASE III

FUTURE BUILDING (A) & (B)1,885

GRAND TOTAL:

21,049 0.48

PONDS:

POND A

1,542 0.04

POND B

2,457 0.06

PERVIOUS:

GRASS (OPEN AREAS) (A) & (B)

34,167 0.78

(A) = DRAINAGE BASIN A (B) = DRAINAGE BASIN B

SITE INFO

PROJECT AREA: SF. AC.

SILT FENCE

55,216 1.27

IMPERVIOUS:

PHASE IA

COVERED 40' POOL STRUCTURE (A)3,600

SHELL DRIVEWAY/PARKING SPACES (A) & (B)7,996

TIMBER RAMP/STAIRS (A)24

OPEN EQUIPMENT CONCRETE SLAB 1 (A)540

CONCRETE PARKING SPACE & SIDEWALK (A)389

PHASE II

FUTURE EXPANSION (B)5,317

FUTURE OPEN EQUIPMENT CONCRETE SLAB 2 (A)675

FUTURE WASH DOWN PAVILION CONCRETE SLAB (B)624

PHASE III

FUTURE BUILDING (A) & (B)1,885

GRAND TOTAL:

21,049 0.48

PONDS:

POND A

1,542 0.04

POND B

2,457 0.06

PERVIOUS:

GRASS (OPEN AREAS) (A) & (B)

34,167 0.78

(A) = DRAINAGE BASIN A (B) = DRAINAGE BASIN B

NO

RT

H

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

lear

wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

ndin

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7.11

Dw

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ite P

lan\

65-0

107.

11 C

2.2-

Site

Pla

n.dw

g, L

ayou

t: C2.

2

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.2SITE PLAN AND PHASING PLANCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

0 20' 40'

PHASE II (COMPLETE CONSTRUCTION 2019)

· 40'x60' POOL & EQUIPMENT PAD

· WASH DOWN PAVILION

PHASE III (COMPLETE CONSTRUCTION 2020)

· R&D BUILDING

PHASE IA (COMPLETE CONSTRUCTION 2018)

· SITE IMPROVEMENTS AS SHOWN

· 40' DIAMETER POOL

PHASE IB (COMPLETE CONSTRUCTION 2018)

· INTAKE & DISCHARGE PIPE

SCALE: 1" = 40'

(A) = DRAINAGE BASIN A (B) = DRAINAGE BASIN B

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:27:21 -04'00'

C.P. & TBM 2

SCIP 1

1

2"

AYRES ASSOC.

EL. 4.82

6.94.7

2.1

4

.

5

4.6

3.6

4.8

5.5

4.5

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

4.7

4.7

4.8

5.0

5.3

5.1

5

.

0

5

.

1

4

.

9

4

.

7

4

.

2

4.4

4.6

4

.

6

4

.

6

4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

5.0

5.2

5.1

5

.0

5

.

0

5

.

0

4

.

4

4

.

8

4.6

4.9

4.4

4

.

0

9

5.0

5.4

4

.

2

4

.

1

4

.

9

5

.0

5.1

4

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

4.6

4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.0

3

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

3.5

3.5

3.3

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

3

.

2

3.6

3.2

3

.

1

2

.

6

2

.

9

3.5

3

.

2

4

.

6

3.5

3.4

3.4

4.0

4

.

1

3

.

9

4

.

1

3

.

3

2.9

1.5

1.7

0.9

2.1

15"

15"

8"

14"

12"

3"

12"

8"

12"

11"

12"

10"

12"

10"

18"

17"

EL. 5.56

4

.

6

4.6

4.6

3

.

6

6

6"P

VC

GATE

CONCRETE APRON

CONC.

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

4

3

3

4

2

3

4

4

4

4

4

5

5

5

3

3

6

5

4

3

3

5

6

5

6

6' CHAIN

LINK FENCE

(DEAD)

APPROXIMATE EDGE

OF DIRT DRIVE

SB-2

EL. 4.0'

SB-3

EL. 5.8'

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-5

EL. 4.9'

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

GOPHER

TORTOISE

BURROW

GT

25' BUFFER

W

(

B

)

W

(

B

)

W(B)

W(B)

POND B

POND A

S

E

W

DRAINAGE BASIN A

DRAINAGE BASIN B

AC2.3

BC2

.3

51.6' POND A

5' BERM5' BERM

3

:

1

4

:

1

4

:

1

MEET EXISTING

GRADE

42.9' BOTTOM

3

:

1

MEET EXISTING

GRADE

FENCE

FENCE

EX. FENCE

EXISTING GRADE

CONCRETE

WEIR

1.0'

DWL = 5.00'

SHGWT = 2.9'

GWT = 0.2'

PARK

ACCESS

ROAD

PARK

ACCESS

ROAD

62.2' POND B

5' BERM5' BERM

3

:

1

4

:

1

4

:

1

MEET EXISTING

GRADE

54' BOTTOM

3

:

1

MEET EXISTING

GRADE

EXISTING GRADE

CONCRETE WEIR

DWL = 4.50'

1.0'

SHGWT = 2.5'

FENCE

GWT = -0.1'

DRAINAGE BASIN INFO

UNITS AC.

DRAINAGE BASIN A

SF.11,638

0.27

REQUIRED VOLUME CF. 485 0.01

PROVIDED VOLUME CF. 555 0.01

IMPERVIOUS AREA SF.

7,497

0.17

PERVIOUS AREA SF.

4,141

0.10

DRAINAGE BASIN B

SF.

21,059

0.48

REQUIRED VOLUME CF. 878 0.02

PROVIDED VOLUME CF. 944 0.02

IMPERVIOUS AREA SF.

13,081

0.30

PERVIOUS AREA SF.

7,978

0.18

NOTE:

SEE DRAINAGE REPORT FOR ADDITIONAL INFORMATION.

NO

RT

H

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

lear

wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

ndin

g S

tatio

n\65

-010

7.11

Dw

g\S

ite P

lan\

65-0

107.

11 C

2.3-

PG

D.d

wg

, Lay

out: C

2.3

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.3GRADING AND DRAINAGE BASIN MAPCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

0 20' 40'

POND A - CROSS SECTION A

SCALE: 1" = 30' HORIZ.

1" = 3' VERT.

POND B - CROSS SECTION B

SCALE: 1" = 30' HORIZ.

1" = 3' VERT.

POND TOP ELEVATION BOTTOM ELEVATION WEIR ELEVATIONA 5.5 4.5 5.0B 5.0 4.0 4.5

SCALE: 1" = 40'

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:27:46 -04'00'

POND B

POND A

S

E

W

7

.

3

5.3

1.7

6.94.7

2.1

4

.

5

4.6

4

.

8

5

.

0

5.2

6.4

3.8

3.0

3.6

4.8

5.5

4.5

2.8

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

4.7

4.7

4.8

5.0

5.3

5.1

5

.

0

5

.

1

4

.

9

4

.

7

4

.

2

4.4

4.6

4

.

6

4

.

6

4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

5.0

5.2

5.1

5

.0

5

.

0

5

.

0

4

.

4

4

.

8

4.6

4.9

4.4

4

.

0

9

5.0

5.4

4

.

2

4

.

1

4

.

9

5

.0

5.1

4

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

4.6

4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.0

3

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

3.5

3.5

3.3

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

3

.

2

3.6

3.2

3

.

1

2

.

6

2

.

9

3.5

3

.

2

4

.

6

3.5

3.4

3.4

4.0

4

.

1

3

.

9

4

.

1

3

.

3

2.9

1.5

1.7

0.9

2.1

15"

15"

8"

14"

12"

3"

12"

8"

12"

11"

12"

10"

12"

10"

18"

17"

SB-1

EL. 5.56

4

.

6

4.6

4.6

4.9

4

.

6

3

4.51

5.18

5

.

1

9

5

.

3

6

5.06

5.02

5.14

5.16

5.15

5.17

4

.

9

7

5

.

0

0

5.05

5.03

5

.

3

4

5.44

5.54

5.57

5.50

5

.

4

7

5

.

5

6

5

.

5

3

5

.

4

2

5

.

2

4

5

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2

8

5

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1

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0

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4

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8

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9

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8

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6

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6

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4

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3

1

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3

8

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1

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4

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1

2

3

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9

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3

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9

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4

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7

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4

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7

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4

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5

2

4

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5

9

4

.

4

3

4

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3

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4

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3

1

4

.

3

6

4

.

0

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4

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0

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4

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4

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1

2

4

.

1

6

4

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3

8

4

.

3

5

4

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6

1

4

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2

4

.

9

2

4

.

9

0

4

.

8

8

4

.

9

0

5.00

4

.

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4.97

5

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5.44

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TREE LINE

(TYP.)

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OF DIRT DRIVE

APPROXIMATE EDGE

OF DIRT DRIVE

SB-2

EL. 4.0'

SB-3

EL. 5.8'

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-5

EL. 4.9'

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F&I: 2" 45° BEND

F&I: 2" 45° BEND

F&I: 2" 45° BEND

F&I: 2" 22.5° BEND

F&I: 2" 45° BEND

2" SOLID SLEEVE

(CONNECT TO EX.

2" WM)

F&I: 206 LF OF 2"

PVC WATER MAIN

F&I: 2" 90° BEND

F&I: 2" GATE VALVE

F&I: 2" 90° BEND

2' TEMPORARY CAP

FUTURE: 2" TEE

2" CAP

(PHASE II)

F&I: SERVICE LINE

(TYP.)

F&I: 2" TEE

FUTURE: 2" GATE VALVE

2" 90° BEND

2" CAP (PHASE II)

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WATER MAIN

(PHASE II)

F&I: 4" CLEANOUT

4" 45° BEND

(TYP.)

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STATION

FUTURE: 4" CLEAN OUT

4" STUB (PHASE II)

FUTURE 4"

SANITARY SEWER

LINE (PHASE II)

F&I: 4" SANITARY

SEWER LINE (TYP.)

F&I: 695 LF OF 4" PVC

FORCE MAIN

F&I: 2" SOLID SLEEVE

(CONNECT TO EX. 2" WM)

F&I: 2" TEE

2" 22.5° BEND

(2) 2" GATE VALVES

WATER METER

2" BACK FLOW PREVENTOR

PROPOSED

DISCHARGE PIPE

ALIGNMENT

PROPOSED

INTAKE PIPE

ALIGNMENT

F&I: 2" TEE

2" GATE VALVES

2" CAM LOCK CONNECTION

NOTE:

ALL UTILITIES SHALL BE PRIVATELY

OWNED AND MAINTAINED.

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5.32

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b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.4UTILITY PLANCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

0 20' 40'MATCH LINE "A - A"

MATCH LINE "A - A"

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SCALE: 1" = 40'

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:28:06 -04'00'

RESOLUTION No. 2017-46

A RESOLUTION OF THE CITY OF TARPON SPRINGS, FLORIDA APPROVING APPLICATION #17-66 FOR SITE PLAN APPROVAL FOR THE CLEARWATER MARINE AQUARIUM TO CONSTRUCT A 55,216 SQUARE FOOT AREA INCLUDING TWO MARINE MAMMAL REHABILITATION POOLS, POOL SHADE STRUCTURES, AND A MOBILE OFFICE / LABORATORY LOCATED ON APPROXIMATELY 1.72 ACRES OF THE NORTHWESTERN PORTION OF FRED HOWARD PARK FURTHER DEFINED IN EXHIBIT A: PROVIDING FOR FINDINGS; PROVIDING FOR A CERTIFICATE OF CONCURRENCY; PROVIDING FOR CONDITIONS; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the applicant has made application for, and;

WHEREAS, the Planning and Zoning Board held a public hearing on this application at their meeting of December 18, 2017 and voted to approve the site plan subject to conditions;

WHEREAS, pursuant to Section 210.03 C (4) of the Comprehensive Zoning and Land Development Code, the Board of Commissioners must approve, approve with stipulations, or deny the application.

NOW, THEREFORE BE IT RESOLVED BY THE BOARD OF COMMISSIONERS OF THE CITY OF TARPON SPRINGS, FLORIDA:

Section 1. FINDINGS

1. That the site plan, as conditioned, meets the requirements of applicable sectionsof the Comprehensive Zoning and Land Development Code.

2. That the site plan, as conditioned, is consistent with the Tarpon SpringsComprehensive Plan.

3. That the site plan, as conditioned demonstrated that required facilities andservices will be available at the prescribed level of service standards concurrentwith the impact of the development and may, subject to Section 3 of thisresolution, during the term of this site plan approval, receive a Certificate ofConcurrency pursuant to Section 122.00, et. Seq.

Section 2. SITE PLAN APPROVAL

That site plan prepared by JANICE SANDS ASH, PE, is hereby approved on property legally described as follows:

AS DEPICTED ON EXHIBIT A-8 TITLED "EXHIBIT “A”" (APPROXIMATELY1.27 ACRES OF THE NORTHWESTERN PORTION OF FRED HOWARD PARK, TAMPA & TARPON SPRINGS LAND CO LOTS 13, 15, 16, & 19, LOT 14 LESS THE EAST 30 FT FOR R/W AND SUBMERGELAND AS RECORDED IN PLAT BOOK H1, PAGE 116 INCLUSIVE, PUBLIC RECORDS PINELLAS COUNTY,

FLORIDA.)

2

Section 3. CONDITIONS

1. The developer is responsible for acquiring all other jurisdictional permits/or approvals.

2. Any lighting to be installed on site is to be shielded and directed internal to the site.

3. Construction plans shall be consistent with the approved site plan. The payment of all requisite fees attendant to the project shall be paid in accordance with the Land Development Code.

4. This site plan shall expire in accordance with an approved alternate phasing plan as described on sheet C2.2 of the site plan (Exhibit B-5) within three years of the effective date unless an application has been filed for a building permit with Construction Plans signed and sealed by a registered engineer licensed in the State of Florida.

Section 4. EFFECTIVE DATE

This Resolution shall become effective upon adoption.

LICENSE AGREEMENT

THIS LICENSE AGREEMENT (“Agreement”) is made and entered into this ____day of

, 20___, by and between PINELLAS COUNTY, a political subdivision of the State

of Florida, (hereinafter referred to as “COUNTY” or “LICENSOR”), which terms shall include

COUNTY’S designated representative and/or successors in interest, and the Clearwater Marine

Aquarium Inc. (herein referred to as “ CMA” or “LICENSEE”).

WITNESSETH

WHEREAS, Section 125.01 Florida Statures, authorizes the Board of County

Commissioners of Pinellas County, Florida to provide for and maintain County property; and

WHEREAS, the Department of Parks & Conservation Resources (PCR) operates and

maintains premises at 1700 Sunset Dr., Tarpon Springs (Fred Howard Park); and

WHEREAS, the COUNTY seeks to provide maximum feasible use and protection of its

properties and other natural and cultural resources thereon; and

WHEREAS, the COUNTY has determined that it is in the public interest to enter into an

Agreement with CMA for the support of a Marine Mammal Stranding Rehabilitation Facility at Fred

Howard Park.

NOW, THEREFORE, in consideration of the mutual covenants, terms, and conditions

herein contained, and for other good and valuable consideration, the receipt and sufficiency of

which are hereby mutually acknowledged, the parties agree as follows:

1. PREMISES: COUNTY agrees to provide to CMA use of designated area for a Marine

Mammal Stranding Rehabilitation Facility, including access into Fred Howard Park located at

1700 Sunset Dr., Tarpon Springs, Florida, 34689, Pinellas County, containing approximately 1

acre of land which is further depicted in Exhibit “A” attached hereto and hereinafter referred to as

the “Premises”. CMA agrees to accept the Premises in “as is” condition, and acknowledges that

COUNTY makes no warranty, implied or expressed, as to the condition, safety, or nature of the

Premises. Further, CMA agrees all occupants or co-residents and guests shall respect the

boundaries and abide by all codes, ordinances, and policies governing them.

2. TERM: This Agreement shall be for a ten (10) year term commencing upon full execution

of this Agreement. (hereinafter referred to as “Commencement Date”). This Agreement may be

renewed for two (2) additional five (5) year terms.

3. TERMINATION:

A. This Agreement may be terminated at any time by either party, without cause,

with twelve (12) months written notice.

1

````

Exhibit A-1

B. This Agreement may be terminated with cause pursuant to Section 17 (Default).

C. Upon termination of this Agreement, CMA shall vacate the Premises in good

condition, and remove all pools, structures etc. unless otherwise authorized by written consent of

COUNTY.

4. LICENSING FEE: CMA shall not be required to pay a fee to COUNTY for the term of

this Agreement.

5. USE: It is understood and agreed between the parties hereto that CMA shall, during

the continuance of the Agreement, use the Premises as a Marine Mammal Stranding

Rehabilitation Facility as further defined in Exhibit B, and for no other purpose or purposes, without

the written consent of COUNTY. CMA agrees to cause the Premises to be operated for such use

during the entire term of this Agreement, unless prevented from doing so by causes beyond

CMA’s control, in which case this Agreement shall immediately terminate. All rights of CMA

hereunder may be terminated by COUNTY in the event that any other use be made thereof.

6. OBLIGATIONS OF CMA: At all times during this agreement, CMA shall:

A. Keep the Premises clean and sanitary, and maintain and care for the property.

B. Remove all garbage in a clean and sanitary manner.

C. Install and maintain city water, city sewer and electrical service.

D. Maintain and comply with all applicable building codes, environmental codes and

National Marine Fisheries Services requirements as a Marine Mammal Stranding Rehabilitation

Facility.

E. Conduct, and require others on the Premises with CMA’s consent to conduct

themselves in a manner that does not unreasonably disturb neighbors or facility visitors or that

constitutes a breach of the peace.

F. Provide an on-site and/or mobile telephone number to appropriate COUNTY officials.

G. Notify, when necessary, the appropriate COUNTY officials or law enforcement agents

of those violating applicable laws, ordinances, rules or regulations.

7. OBLIGATIONS OF COUNTY: At all times during the term of this Agreement,

COUNTY shall:

A. Cooperate with CMA with regards to any permitting or other items necessary to operate

the Marine Mammal Stranding Rehabilitation Facility.

B. Not sell or otherwise encumber the Premises such that it cannot be used as a Marine

Mammal Stranding Rehabilitation Facility.

8. UTILITIES: CMA will be responsible for the payment of utilities as described on Exhibit

“B” attached hereto and made a part hereof.

2

Exhibit A-2

9. REPAIRS, MAINTENANCE, SERVICES AND APPLIANCES: CMA shall maintain

the Premises in good repair in a clean, neat, orderly, and sanitary condition. CMA will be

responsible for all maintenance including structural and non-structural repairs and replacements

as outlined in Exhibit B.

10. ALTERATIONS, COVENANT AGAINST LIENS: CMA shall promptly pay for all charges

for labor, services and materials used in connection with any improvements or repairs to the

Premises undertaken by CMA. CMA shall have no power or authority

to create any lien to attach to the present estate, reversion or other estate of COUNTY in the

Premises herein described or on the building or other improvements thereon, and CMA shall put

all contractors, artisans, mechanics and laborers and other persons contracting with the CMA with

respect to the described Premises or any part thereof on notice, that they must look to CMA to

secure payment of any bill for work done or material furnished or for any other purpose during the

term of this Agreement. In the event of the filing of any Claim of Lien, CMA shall protect

COUNTY’S interest in its underlying real estate, shall promptly satisfy same or transfer it to a

bond; and shall hold COUNTY harmless against any such claims.

11. ACCESS AND USE : CMA shall be granted access and use of the Premises on the

Commencement Date pursuant to the terms herein.

12. INSURANCE: CMA shall procure, pay for and maintain during the term of this Agreement

insurance pursuant to the requirements noted in Exhibit “C” attached hereto and made part hereof

13. CMA PROPERTY: All property of any kind that may be on the Premises during the

continuance of the Agreement shall be at the sole risk of CMA, and COUNTY shall not be liable

to CMA or any other person for any injury, loss or damage to Property or to any person on said

Premises.

14. INDEMNIFICATION: CMA covenants and agrees that it will indemnify and hold harmless

COUNTY and all of COUNTY’S officers from any claim, loss, damage, cost, charge or expense

arising out of any act, action, neglect or omission by CMA, its invitees, licensees, officers, agents,

contractors, or subcontractors during the term of this Agreement, and any extensions thereof,

whether direct or indirect, or by or on account of any claim or amounts recovered under “Worker’s

Compensation Law’ or of any other laws, by laws, ordinance, order of decree, and whether to any

person or property to which COUNTY or said parties may be subject including COUNTY’S costs

and attorney fees incurred in defending such claims.

15. CONDEMNATION: If the whole or any part of the Premises shall be taken by any

public authority under the power of eminent domain, then the term of this Agreement shall cease

on the part so taken from the day the possession of that part shall be required for any public

3

Exhibit A-3

purpose, and if such portion of the demised Premises is so taken as to destroy the usefulness of

the Premises for the purpose for which the Premises were provided, then, from that day CMA

shall have the right either to terminate this Agreement and declare the same null and void or to

continue in the possession of the remainder of the same under the terms herein provided. If CMA

fails to exercise its right to cancel, CMA shall at its own cost and expense, make the repairs made

necessary to said partial taking. Parties agree that CMA shall receive a Notice of Commencement

of condemnation proceedings within ten (10) days of COUNTY’S receipt of notice of their initiation

if commenced by a third party, or within ten (10) days of their initiation if commenced by COUNTY.

16. HAZARDOUS SUBSTANCES: CMA shall not cause or permit the presence, use,

disposal, storage, or release of any Hazardous Substances on or in the Property, CMA shall not

do, nor allow anyone else to do, anything affecting the Property that is in violation of any

Environmental Law. The preceding sentence shall not apply to the presence, use, or storage on

the Property of small quantities of Hazardous Substances that are generally recognized to be

appropriate to normal maintenance, Marine Mammal Stranding Rehabilitation Facility or

laboratory use. CMA will develop a control plan that conforms to industry standards for the safe

storage and use of any hazardous materials that are used in normal laboratory procedures. CMA

shall promptly give COUNTY written notice of any investigation, claim, demand, lawsuit or other

action by any governmental or regulatory agency or private party involving Property and any

Hazardous Substance or Environmental law of which CMA has actual knowledge. If CMA learns

or is notified by any governmental or regulatory authority, that any removal or other remediation

of any Hazardous Substance affecting the Property is necessary, CMA shall promptly take all

necessary remedial actions in accordance with Environmental Law. As used in this paragraph,

“Hazardous Substances” are those substances defined as toxic or hazardous substances by

Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic

petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing

asbestos or formaldehyde, and radioactive materials. As used in this paragraph, “Environmental

Law” means Federal laws and laws of the jurisdiction where the Property is located that relate to

health, safety and environmental protection.

17. DEFAULT: If CMA should fail to keep and perform any of the terms, covenants,

conditions or provisions in this Agreement contained to be kept and performed by CMA, then

within fifteen (15) days of COUNTY becoming aware of the occurrence of default, COUNTY shall

notify CMA of the default and its demand to cure the default. Upon receipt of notice, CMA shall

have fifteen (15) days from the date of receipt, to cure said default, or to commence or take such

steps as are necessary to cure such default, which once commenced, CMA agrees and shall

4

Exhibit A-4

pursue continuously until the default is finally cured. Upon CMA’S failure to either cure said

default or to take steps that are necessary to cure said default, CMA covenants and agrees that

upon termination, CMA, will immediately surrender said Premises.

18. SIGNS: CMA agrees that any signs other than identifying the address and CMA Marine

Mammal Stranding Rehabilitation Facility, CMA must have COUNTY’S written approval before

installation. COUNTY’S approval may not be unreasonably withheld.

19. SUBROGATION: CMA hereby waives subrogation rights for loss or damages against

COUNTY.

20. WAIVER: One or more waivers of any covenant or condition by COUNTY shall not be

construed as a waiver of subsequent breach of the same covenant or conditions, and consent or

approval by COUNTY to or of any act by CMA requiring COUNTY’S consent or approval shall not

be construed a consent or approval to or of any subsequent similar act by CMA.

21. OBSERVANCE OF LAWS: CMA agrees to observe, comply with and execute promptly

during the term hereof, all laws, rules, requirements, orders, directives, codes, ordinances and

regulations of any and all governmental authorities or agencies, of all municipal departments,

bureaus, boards and officials, of all County, State, and Federal boards and agencies and of

insurance carriers, due to this use or occupancy of the Premises. All additions, alterations,

installations, partitions, or changes permitted by this Agreement shall be in full compliance with

the aforementioned authorities.

22. ACCESS TO PREMISES: COUNTY shall have the right to enter upon Premises with

reasonable notice during normal working hours for the purpose of inspecting or conducting tests

upon the same or for making repairs to Premises or to any property owned or controlled by

COUNTY therein. Such repairs shall not unduly interfere with CMA’s use, except as is naturally

necessitated by the nature of the repairs being affected.

23. RELATIONSHIP OF PARTIES; CONSTRUCTION OF AGREEMENT: Nothing

contained herein shall be deemed or construed by the parties hereto, nor by any third party, as

creating the relationship of principal and agent or of partnership or of joint venture between the

parties hereto, it being understood and agreed that no provision contained herein, nor any acts of

the parties herein, shall be deemed to create any relationship between the parties hereto other than

the relationship of LICENSOR and LICENSEE . Whenever herein the singular number is used,

the same shall include the plural, and the masculine gender shall include the feminine and neuter

genders, as appropriate. This contract shall be governed by the laws of the State of Florida. Any

5

Exhibit A-5

changes in the applicable laws which govern this Agreement may necessitate a change in terms

and conditions which may be affected thereby.

24. SURRENDER AT END OF TERM: Upon the expiration of the term hereof or sooner

termination of this Agreement, CMA agrees to surrender the Premises to COUNTY, peacefully

and without notice, and in good order in accordance with Section 3.

25. NOTICES: All official notices given to COUNTY hereunder shall be forwarded to

COUNTY at the following address, by registered or certified mail, return receipt requested, until

CMA is notified otherwise in writing:

Real Property Division 509 East Avenue South Clearwater, Florida 33756

with copies to: Department of Parks and Conservation Resources 12520 Ulmerton Road Largo, Florida 33774

All official notices given to CMA shall be forwarded to the VP Zoological Care of CMA at the

following address:

Clearwater Marine Aquarium 249 Windward Passage Clearwater, Florida 33767

By registered or certified mail, return receipt requested, until COUNTY is notified otherwise in

writing.

26. PUBLIC ENTITY CRIME ACT: CMA is directed to the Florida Public Entity Crime Act,

Section 287.133, Florida Statutes, as amended from time to time, and COUNTY’S requirement

that CMA comply with it in all respects prior to and during the term of this Agreement.

27. ENTIRE AGREEMENT: The Agreement as hereinabove set forth, including all

exhibits and riders, if any, incorporates all covenants, promises, agreements, conditions and

understandings between the parties, and no covenant, promise, agreement, condition or

understanding, either written or oral, not specifically set forth herein shall be effective to alter the

performance or the rights of the parties as hereinbefore stated.

< SIGNATURE PAGE FOLLOWS >

6

Exhibit A-6

s/Jo Lugo

Jo Lugo

Exhibit A-7

EXHIBIT “A” Premises

Approximately 1 acre of land within Fred Howard Park. The blue dotted line represents the approximate location of the piping to bring clean seawater into the facility as well as discharging clean salt water back to the bay. This will all be approved and permitted through FDEP.

Premises

8

Exhibit A-8

EXHIBIT “B”

Although Clearwater Marine Aquarium (CMA) has a documented history of successful cetacean

rehabilitation and releases, the ability to further accomplish this mission can be limited bythe lack of dedicated quarantined space which is necessary to uphold CMA's strict safetystandards - between that of newly stranded dolphins and the previously stranded, non-releasable dolphins requiring long-term care at CMA. Therefore, to improve upon CMA’scurrent Marine Life Rescue and Rehabilitation capacities, it has become necessary tosecure an off-site location suitable for expanding our operations to fulfill our mission. It isfor this reason that CMA strongly wishes to acquire permission for the use of a specificproperty at Fred Howard Park.

To meet industry standards and best practices for cetacean rehabilitation, the basicinfrastructure required to support a Marine Mammal Stranding Rehabilitation Facilitywould be: a potable water supply, sanitary sewer system and three phase power with1000amp service. Additionally, the use of pools and other equipment requires open spacewith level ground. CMA would build two above ground fiberglass pools which would beapproximately 40' x 60' x 10' deep and a 40’ round pool. The 40’ round pool would bebuilt first and depending on cost, the larger pool would be built in the future. Thesepools would sit on a compacted ground or light weight concrete structure for support andhave a wood deck built around them for additional support, which would also serve as anaccess area for staff to gain entrance into the pool. Sun exposure is an important detailto address during rehabilitation efforts which would be addressed by building a roofsimilar to a pole barn, for protection. This structure would be approximately 14' off thewater level of the pool to ensure animal safety. Operationally, we would bring in one ortwo office trailers for staff support space. The staff will need a kitchen, laboratory for bothwater quality analysis and a medical lab to process animal samples.

We will need restrooms with showers and sleeping quarters for those conducting work withthe animals through the night.

Maintaining a controlled pool environment during the rehab therapy process is essential. Poollife support requirements would include a semi open or closed circulating life support systemfor each pool consisting of pumps, sand filters and U/V disinfection systems. CMA wouldpotentially draw sea water in from the west side of the park and discharge the clean salt waterback into the same general area. This would require approval and permitting from FDEP. Aspreviously mentioned, sanitary sewer availability is necessary as our sand filters would needto be backwashed weekly with approximately 400gpm of fresh water to the city sewer. If thesanitary lines cannot handle this amount of flow our contingency plan would be to have a2,500 gallon trickle tank which would allow the water to slowly discharge to the sewer system.

Since respiratory illness is one of the significant contributors to cetacean illness, it will beimportant that the surrounding landscape mitigate sand and dust, therefore the groundswould be covered with a substrate such as sod, vegetation, pebbles, or shell.

For the safety of all involved, the property must be secured from the public. CMA would fencein the area and have an access gate on the south end. CMA would install security camerasthat monitor the pools as well as the property access points.

9

Exhibit A-9

The frequency of having an animal(s) under treatment in this facility is difficult to predict.However, in the past five years we have experienced strict quarantine situations on fourseparate occasions. When an animal is under our care, it can take several months and up toa year to rehabilitate before release or relocation is possible. We have approximately 15 paidstaff members and 50 staff volunteers who are trained to give the quality care requiredthroughout a 24 hour day. On a daily basis, proper animal care will require a minimum offour people per shift, each trained in the safe handling of animals, including water safetyfor personnel. CMA's policy is that all staff members and volunteers have a background checkbefore working for our organization.

We are permitted by National Marine Fisheries Service (NMFS) to conduct Marine Mammalrescue and rehab. Once this area is constructed NMFS would inspect these premises andfacility to ensure it is built as outlined in their guidelines for the safe care of the marinemammals.

It would be our long term plans to potentially add North American River Otter (NARO) rehabspace in the same foot print of land. We are currently permitted by Florida Fish and Wildlifeto rehabilitate NARO. This area would have a natural habitat area that can provide theanimals with water, shade and den space to act as a soft release area to ensure the animalsare ready for release and can forage on their own. More research needs to be conducted onthis area but it could potentially be a prime release area as well but further research needsto be conducted to determine the validity of this idea.

• CMA will be responsible for payment of all utilities, city water, sewer, electric anddata/phone service.

• CMA will have the rights to pull city/county building permits to construct the pools, roofstructures support structures etc.

• CMA will have the rights to pull permits for all required permitting for drawing saltwaterinto the facility as well as discharging clean saltwater back into the bay.

• CMA will have access to the premises 24/7 for the life of this agreement.

10

Exhibit A-10

The below budget does not include the second 40 x 60 pool we will build in the future as describedabove.

Estimated Budget for Fred Howard Park Improvements

Item Purchased Vendor NamePO

NumberInvoiceNumber Cost w/shipping

fencing West Coast Fence $18,297.43

electrical Electric Current $52,000.00

pool cover Sprung Structures $30,000.00

living quarters Vendor Name $25,000.00

lab/kitchen Probuildings $19,900.00

sewage $30,000.00

Potable Water $30,000.00

Site Preparation $10,000.00

Security Cameras Neuvision $1,700.00

Gravel or shells $15-20 yard-460 yds $9,200.00

Civil & DEP permitting Ash Engineering $150,000.00

directional bore/saltwatersupply $200,000.00

move movie pool $25,000.00

FRP Pool Installation $25,000.00

LSS Pumps in house $0.00

LSS Filters in house $0.00

U/V Sterilizer Aquatic Eco $30,000.00

Building Permits City of Tarpon $10,000.00

Concrete pad PSI $10,000.00

Impact fees City of Tarpon ?

Sub Total $676,097.43

10% Contingency $67,609.74

Estimated Total buildout cost $743,707.17

11

Exhibit A-11

Exhibit “C”LICENSEE’S Insurance Requirements

The LICENSEE is permitted to meet the requirements under this exhibit by providing toLICENSOR a letter from the LICENSEE’s Risk Manager stating that the LICENSEE is self-insuredpursuant to F.S. 768.28. LICENSEE shall require any of its contractors or sub-contractorsinsurance of the types and in the amounts set forth in this exhibit and to name LICENSOR,Pinellas County, a political subdivision of the State of Florida as an additional insured on all liabilitypolicies required below in addition to the LICENSEE.

All insurance policies shall be from responsible companies duly authorized to do business in theState of Florida and have an AM Best rating of A- VIII or better. Within three (3) calendar daysprior to the Commencement Date, the LICENSEE shall provide the LICENSOR with evidence ofcompliance with the insurance requirements of the Agreement. The Self-insured letter orCertificate(s) of Insurance shall be signed by authorized representatives of the LICENSEE’s riskmanagement Department or insurance companies shown on the Certificate(s). A copy of theendorsement(s) referenced in paragraph three (4) for Additional Insured shall be attached to thecertificate(s).

LICENSEE, contractor or sub-contractor shall not use the Premises until the requiredCertificate(s) of Insurance are received and approved by the LICENSOR. Approval by theLICENSOR of any Certificate of Insurance does not constitute verification by the LICENSOR thatthe insurance requirements have been satisfied or that the insurance policy shown on theCertificate of Insurance is in compliance with the requirements of the Agreement. LICENSORreserves the right to require a certified copy of the entire insurance policy, includingendorsements, at any time.

All policies providing liability coverage(s), other than professional liability and worker’scompensation policies obtained by the LICENSEE contractor or subcontractor to meet any of therequirements of this Agreement shall be endorsed to include LICENSEE and the LICENSOR asan Additional Insured(s).

If any insurance provided pursuant to the Agreement expires prior to the termination of theAgreement, renewal Certificates of Insurance and endorsements shall be furnished by theLICENSEE to the LICENSOR at least thirty (30) days prior to the expiration date.

LICENSEE shall also notify LICENSOR within twenty-four (24) hours after receipt, of any noticesof expiration, cancellation, nonrenewal or adverse material change in coverage received by saidLICENSEE from its insurer. Notice shall be given by certified mail to: Pinellas County RiskDepartment, 400 S. Ft. Harrison Avenue, 3rd Floor, Clearwater, Florida 33756; and nothingcontained herein shall absolve LICENSEE of this requirement to provide notice.

Should the LICENSEE, Contractor or sub-contractor at any time, not maintain the insurancecoverages required herein, the LICENSOR may terminate the Agreement, or at its sole discretionmay purchase such coverages necessary for the protection of the LICENSOR and charge theLICENSEE for such purchase. The LICENSOR shall be under no obligation to purchase suchinsurance, nor shall it be responsible for the coverages purchased or the insurance company orcompanies used. The decision of the LICENSOR to purchase such insurance shall in no way beconstrued to be a waiver of any of its rights under the Agreement.

Each insurance policy shall include the following terms and/or conditions in the policy:

12

Exhibit A-12

(1) Companies issuing the insurance policy, or policies, shall have no recourse againstLICENSOR for payment of premiums or assessments for any deductibles which all are atthe sole responsibility and risk of LICENSEE.

(2) The term "LICENSOR" or "Pinellas County" shall include all Authorities, Boards, Bureaus,Commissions, Divisions, Departments and Constitutional offices of LICENSOR andindividual members, employees thereof in their official capacities, and/or while acting onbehalf of Pinellas County.

(3) The policy clause "Other Insurance" shall not apply to any insurance coverage currentlyheld by LICENSOR or any such future coverage, or to LICENSOR's Self-InsuredRetentions of whatever nature.

(4) All policies shall be written on a primary, non-contributory basis.(5) Insurance policies, other than Professional Liability, shall include waivers of subrogation

jointly in favor of LICENSOR and LICENSEE from all Contractors and sub-contractor(s).

The insurance requirements for this Agreement, which shall remain in effect throughout itsduration, are as follows:

(A) Workers’ CompensationLimit Florida StatutoryEmployers Liability LimitsPer Employee $ 500,000Per Employee Disease $ 500,000Policy Limit Disease $ 500,000

(B) Commercial General Liability Insurance including, but not limited to, IndependentContractor, Contractual Liability, Premises Operation, Products/Completed Operationand Personal Injury.

Limits

General Aggregate $1,000,000Products/Completed Operations Aggregate $1,000,000Personal Injury and Adv Injury $1,000,000Each Occurrence $1,000,000

(C) Business Automobile or Trucker’s/Garage liability (if motor vehicles will be on premises)covering owned, hired and non-owned vehicles. Coverage shall be on an "occurrence"basis, such insurance to include coverage for loading and unloading hazards, unlessContractor can show that his coverage exists under the Commercial General Liabilitypolicy.

LimitPer Accident $1,000,000

Property Insurance LICENSEE shall provide property insurance for mammal stranding facilityfrom the date of completion. Coverage amount required is 100% of the replacement cost of thestructure and include special form coverages with wind. Policy shall name County as loss payee.

13

Exhibit A-13

OkeechobeeLake

ELLIOT KEY

KEYRHODESOLD

KEY LARGO

LOWER

KEY

MATECUMBE

COUNTY MAP

PINELLAS COUNTY

NTS

PINELLAS COUNTY

FRED HOWARD PARKSTRANDING STATION

FRED HOWARD PARK STRANDING STATIONTARPON SPRINGS, FLOCT 2017SITE PLAN SET

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

V:\1

2014

Cle

arw

ater

Mar

ine

Aqu

ariu

m\6

5-01

07.1

1 FH

P S

trand

ing

Sta

tion\

65-0

107.

11 D

wg\

Site

Pla

n\65

-010

7.11

C1.

0-Ti

tle S

heet

.dw

g

PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C1.0COVER SHEETCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

CITY OF TARPON SPRINGSDEVELOPMENT SERVICES DEPARTMENTPLANNING AND ZONING DIVISION324 EAST PINE STREETTARPON SPRINGS, FL 34688-5004(727) 942-5611

AYRES ASSOCIATESJANICE SANDS ASH, P.E.5802 BENJAMIN CENTER DRIVE #101TAMPA, FL 33634(813) 290-8899

CLEARWATER MARINE AQUARIUMMIKE HURSTVP OPERATIONS / ZOOLOGICAL CARE249 WINDWARD PASSAGECLEARWATER, FL 33767

APPLICANT:

PREPARED BY:

PREPARED FOR:

Sheet List TableSheet Number Sheet Title

C1.0 Cover SheetC1.1 Project Location PlanC2.0 Existing Site ConitionsC2.1 Demolition PlanC2.2 Site Plan and Phasing PlanC2.3 Grading and Drainage Basin MapC2.4 Utility PlanC2.5 Intake-Discharge Line Plan ViewC2.6 Landscape Plan

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:25:14 -04'00'

Exhibit B-1

Image courtesy of USGS Earthstar Geographics SIO © 2017 Microsoft Corporation © 2010 NAVTEQ © AND

PROJECT AREA

PROJECT AREA

PROJECT LOCATION

PINELLAS COUNTY MAPNTS

VICINITY MAPNTS

AERIAL MAPNTS

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

V:\1

2014

Cle

arw

ater

Mar

ine

Aqu

ariu

m\6

5-01

07.1

1 FH

P S

trand

ing

Sta

tion\

65-0

107.

11 D

wg\

Site

Pla

n\65

-010

7.11

C1.

1-Lo

catio

n S

heet

.dw

g

PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C1.1PROJECT LOCATION PLANCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

APPROXIMATE LIMITS OFFRED HOWARD PARK

(TYP.)

E KLOSTERMAN RDCA

RLT

ON

RD

CURLEW PL

S F

LOR

IDA

AV

E

N P

INE

LLA

S A

VE

(A

LT. U

S 1

9)

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:25:52 -04'00'

Exhibit B-2

C.P. & TBM 2

SCIP 1

1

2"

AYRES ASSOC.

EL. 4.82

C.P. & TBM 2

SCIR

5

8"

AYRES ASSOC.

EL. 5.52

4.3

2.2

2.1

4.8

2.3

5.3

2.2

1.8

5.4

2.1

1.6

6.9

2.3

1.4

7

.

9

3.7

0.9

2.9

3.0

6

.

9

1

7

.

5

3

.

5

1.9

7

.

3

5.3

1.7

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4.7

2.1

4

.

5

4.6

4

.

8

5

.

0

5.5

5.6

5.4

5.9

5.3

4.8

4.1

4.6

5.4

5.9

5.6

5.2

6.4

5.4

3.8

3.0

3.6

4.8

5.5

4.5

3

.

9

3.7

2.8

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

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4.7

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5

.

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9

4

.

7

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.

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4.6

4

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.

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4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

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5

.0

5

.

0

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.

0

4

.

4

4.8

6

.

1

7.5

10.4

12.8

13.1

13.1

11.7

10.9

9.3

5.6

5.3

7.3

10.1

1

3

.1

13.0

11.2

8

.

2

5

.

6

4

.

8

4.6

4.9

4.4

4

.

0

9

3

.

3

1

0

.

0

7

.

7

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5.4

4

.

2

4

.

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.

9

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4

.

9

5

.

1

5.2

5.2

4

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

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4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.0

3

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

2.9

4.7

5.7

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3.5

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2.8

4.8

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

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3

.

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2.9

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12"

11"

12"

10"

12"

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18"

17"

2.7

3.0

2.6

SB-1

EL. 5.56

TBM 4

SET NAIL & DISK

AYRES ASSOC.

EL. 4.45

TBM 5

SET NAIL & DISK

AYRES ASSOC.

EL. 4.93

TBM 3

SET MAG NAIL & DISK

AYRES ASSOC.

EL. 4.876

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.

6

4.6

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.

6

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4.51

5.18

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3.88

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4.64

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5.31

5

.

3

85

.

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6

5.48

5.38

5.24

5.16

4.91

4.92

4.83

4.77

4.69

4.74

4.78

4.73

4.84

4.91

5.06

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5.14

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.

9

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.

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7

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.

9

0

5.00

4

.

9

3

4.97

5

.

0

0

5.44

5

.

4

3

5.11

5.08

5.21

5.02

4.94

5.18

5.34

5.14

5.23

5.20

5

.

2

9

5.32

5.58

5.36

5.89

5

.

4

2

5.67

5.86

5.62

5

.

5

0

5.41

5.61

5.74

5.84

5.57

W

A

T

E

R

4

.

4

9

4.53

4.42

4

.

4

5

4

.

5

6

4.70

4.48

4

.

4

1

6"P

VC

GATE

ELECTRICAL

TRANSFORMER

ON CONCRETE

PAD

ELECTRICAL VAULT

ELECTRICAL

PEDESTAL

(TYP.)

BOLLARD

(TYP.)

ROAD SIGN

(TYP.)

HYDRANT

WATER VALVE

H

O

W

A

R

D

P

A

R

K

C

A

U

S

E

W

A

Y

(

A

S

P

H

A

L

T

)

APPROXIMATE

C/L OF ROAD

E

X

.

P

A

R

K

I

N

G

S

P

A

C

E

S

(

A

S

P

H

A

L

T

)

E

X

.

D

R

I

V

E

W

A

Y

(

A

S

P

H

A

L

T

)

CONCRETE APRON

CONC.

E

X

.

D

I

R

T

D

R

I

V

E

D

I

R

T

D

R

I

V

E

D

IR

T D

R

IV

E

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

TREE LINE

(TYP.)

BRUSH LINE

(TYP.)

C/L DITCH

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

E

O

F

S

LO

P

E

T

O

P

O

F

B

A

N

K

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

5

4

5

5

5

4

5

4

3

3

4

2

3

4

4

1

3

1

2

1

1

1

0

9

8

7

6

5

1

0

5

1

0

5

1

0

5

4

4

4

5

5

5

3

3

6

5

4

3

3

3

2

3

4

5

6

5

6

7

6

7

1

2

3

4

5

6

2

3

4

5

6' CHAIN

LINK FENCE

6' CHAIN

LINK FENCE

P

A

I

N

T

S

T

R

I

P

E

S

N

O

T

L

O

C

A

T

E

D

C

O

N

C

R

E

T

E

S

T

R

I

P

(

T

Y

P

.

)

C

O

N

C

R

E

T

E

S

T

R

I

P

(

T

Y

P

.

)

CONCRETE STRIP

(TYP.)

CONCRETE STRIP

(TYP.)

(DEAD)

CONCRETE STRIP

(TYP.)

CONTINUES

C

O

N

T

I

N

U

E

S

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGES

OF DIRT DRIVE

7

HOSE BIB

WATER

TEMPORARY BENCH MARK

BRUSH LINE

BOLLARD

HYDRANT

WATER VALVE

ELECTRICAL TRANSFORMER

ELECTRICAL PEDESTAL

ELECTRICAL VAULT

ROAD SIGN

HOSE BIB

PINE TREE & SIZE

TREE LINE

SYMBOLS

SB-2

EL. 4.0'

SB-3

EL. 5.8'

2" WATER

CONNECTION

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-5

EL. 4.9'

PROJECT LIMITS

GOPHER TORTOISE

BURROW

GT

ACTIVE GOPHER

TORTOISE BURROW

GT

25' BUFFER

0 30' 60'N

OR

TH

LEGEND

C.P. = CONTROL POINT

SCIR = SET CAPPED IRON ROD

TBM = TEMPORARY BENCHMARK

SB = SOIL BORING

C/L = CENTER LINE

SCIP = SET CAPPED IRON PIPE

TYP. = TYPICAL

PVC = POLYVINYL CHLORIDE PIPE

Inv. = INVERT

EL. = ELEVATION

APPROX. = APPROXIMATE

ASSOC. = ASSOCIATES

SURVEYORS NOTES

1. THIS IS NOT A BOUNDARY SURVEY.

2. THE INTENDED PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR DESIGN

OF A STRANDING STATION FOR MARINE ANIMALS AND MAMMALS.

3. THE SUBJECT PROPERTY LIES IN FLOODS ZONES AE, BASE FLOOD

ELEVATION OF 13’ FEET NAVD 1988 AND ZONE VE, BASE FLOOD

ELEVATION OF 14’ FEET NAVD 1988, PER NATIONAL FLOOD INSURANCE

RATE MAP, PINELLAS COUNTY, FLORIDA, MAP NUMBER 12103C0018G,

EFFECTIVE DATE OF SEPTEMBER 3,2003.

4. VERTICAL CONTROL ESTABLISHED FROM A CONVENTIONALLY LEVELED

LOOP FROM NGS DESIGNATION – FRED HOWARD, PUBLISHED ELEVATION

10.12’ FEET NAVD 1988 DATUM TO NGS DESIGNATION – 872 6904 G,

PUBLISHED ELEVATION OF 7.43’ FEET NAVD 1988 DATUM. REFERENCE

FIELD BOOK AYRES 1, PAGES 10-15.

5. AERIAL IMAGE IN BACKGROUND IS ONLY TO SHOW THE FOLIAGE AND

APPROXIMATE OPEN AREA OF SUBJECT SITE.

6. HORIZONTAL CONTROL IS BASED ON GPS RTK OBSERVATIONS OF NGS

STATIONS PCDSM GPS 79 AND NGS DESIGNATION TARPON F USING THE

FPRN AND OBSERVED GPS RTK DATA ON NAD 83 (2011) HORIZONTAL

DATUM.

7. THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1” = 30’ FEET.

8. LAST DATE OF FIELD WORK WAS 03/16/2017.

CLEAR WATER MARINE AQUARIUM

FRED HOWARD PARK STRANDING STATION

AYRES-1FIELD BOOK

PINELLAS COUNTY, FLORIDA

SECTION 10, TOWNSHIP 27 SOUTH, RANGE 15 EAST

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

lear

wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

ndin

g S

tatio

n\65

-010

7.11

Dw

g\S

ite P

lan\

65-0

107.

11 C

2.0-

Topo

grap

hic

Sur

vey.

dwg,

Lay

out:

C2.

0

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.0EXISTING SITE CONITIONSCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

SCALE: 1" = 60'

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:26:22 -04'00'

Exhibit B-3

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W(B)

W(B)

C.P. & TBM 2

SCIP 1

1

2"

AYRES ASSOC.

EL. 4.82

4.3

2.2

2.1

4.8

2.3

5.3

2.2

1.8

4

.

5

5.4

5.9

5.3

4.8

4.1

4.6

5.4

5.9

6.4

5.4

3.8

3.0

3.6

4.8

5.5

4.5

3

.

9

3.7

2.8

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

4.7

4.7

4.8

5.0

5.3

5.1

5

.

0

5

.

1

4

.

9

4

.

7

4

.

2

4.4

4.6

4

.

6

4

.

6

4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

5.0

5.2

5.1

5

.0

5

.

0

5

.

0

4

.

4

4.8

6

.

1

7.5

10.4

12.8

13.1

13.1

11.7

10.9

9.3

5.6

5.3

7.3

10.1

1

3

.1

13.0

11.2

8

.

2

5

.

6

4

.

8

4.6

4.9

4.4

4

.

0

9

3

.

3

1

0

.

0

7

.

7

5.0

5.4

4

.

2

4

.

1

4

.

9

5

.0

5.1

4

.

9

5

.

1

5.2

5.2

4

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

4.6

4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.0

3

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

2.9

4.7

5.7

3.5

3.5

3.3

2.8

4.8

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

3

.

2

3.6

3.2

3

.

1

2

.

6

2

.

9

3.5

3

.

2

4

.

6

3.5

3.4

3.4

4.0

4

.

1

3

.

9

4

.

1

3

.

3

2.9

1.5

1.7

0.9

2.1

15"

15"

8"

14"

12"

3"

12"

8"

12"

11"

12"

10"

12"

10"

18"

17"

2.7

3.0

2.6

SB-1

EL. 5.56

TBM 5

SET NAIL & DISK

AYRES ASSOC.

EL. 4.93

TBM 3

SET MAG NAIL & DISK

AYRES ASSOC.

EL. 4.876

4

.

6

4.6

4.6

4.9

4

.

6

3

4.51

5.18

5

.

1

9

5

.

3

6

3

.

8

0

4

.

0

0

4

.

2

3

4.78

4.73

4.84

4.91

5.06

5.02

5.14

5.16

5.15

5.17

4

.

9

7

5

.

0

0

3

.

3

63.44

3

.5

1

3.69

3

.

6

6

3.86

3.97

4.31

4.25

4

.

5

0

4.55

5.05

5.03

5

.

3

4

5.44

5.54

5.57

5.50

5

.

4

7

5

.

5

6

5

.

5

3

5

.

4

2

5

.

2

4

5

.

2

8

5

.

0

5

4

.

8

4

4

.

8

8

4

.

9

2

4

.

9

0

4

.

8

8

4

.

9

0

5.00

4

.

9

3

4.97

5

.

0

0

5.44

5

.

4

3

6"P

VC

GATE

P

A

R

K

I

N

G

S

P

A

C

E

S

CONCRETE APRON

CONC.

D

I

R

T

D

R

I

V

E

D

I

R

T

D

R

I

V

E

D

IR

T D

R

IV

E

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

TREE LINE

(TYP.)

BRUSH LINE

(TYP.)

C/L DITCH

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

5

5

5

4

4

3

3

4

2

3

4

4

1

3

1

2

1

1

1

0

9

8

7

6

5

1

0

5

1

0

5

1

0

5

4

4

4

5

5

5

3

3

6

5

4

3

3

3

5

2

3

4

5

6' CHAIN

LINK FENCE

6' CHAIN

LINK FENCE

L

O

C

A

T

E

D

CONCRETE STRIP

(TYP.)

(DEAD)

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGES

OF DIRT DRIVE

HOSE BIB

SB-2

EL. 4.0'

SB-3

EL. 5.8'

2" WATER

CONNECTION

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-5

EL. 4.9'

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

GOPHER

TORTOISE

BURROW

GT

ACTIVE GOPHER

TORTOISE HOLE

GT

25' BUFFER

EXISTING DIRT MOUND

(TO BE REMOVED BY

PINELLAS COUNTY)

PROPOSED SILT FENCE

(TYP.)

TREE BARRICADE

(TYP.)

TREE BARRICADE

(TYP.)

TREE BARRICADE

(TYP.)

TREE BARRICADE

(TYP.)

PROPOSED SILT FENCE

(TYP.)

LIMITS OF CLEARING

AND GRUBBING

(TO BE PERMITTED

AND RELOCATED BY

PINELLAS COUNTY)

(TO REMAIN)

(TO BE REMOVED)

(TO BE REMOVED)

EX. 2" WATER MAIN

(TO BE ABANDONED

IN PLACE, REMOVE

WHERE ACCESSIBLE)

SILT FENCE

TREE BARRICADE

WETLAND LINE

LIMITS OF DIRT MOUND REMOVAL

LIMITS OF CLEARING AND GRUBBING

LEGEND

0 20' 40'

NO

RT

H

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

lear

wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

ndin

g S

tatio

n\65

-010

7.11

Dw

g\S

ite P

lan\

65-0

107.

11 C

2.1-

Dem

oliti

on P

lan.

dwg

, Lay

out: C

2.1

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.1DEMOLITION PLANCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

NOTES:

NO TREES SHALL BE IMPACTED WITH THE

DEVELOPMENT OF THE PROPOSED PROJECT.

SCALE: 1" = 40'

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:26:56 -04'00'

Exhibit B-4

POND B

POND A

S

E

W

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W

(

B

)

W(B)

W(B)

7

.

3

5.3

6.94.7

2.1

4

.

5

4.6

4

.

8

5

.

0

5.6

5.6

5.2

6.4

5.4

3.8

3.0

3.6

4.8

5.5

4.5

2.8

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

4.7

4.7

4.8

5.0

5.3

5.1

5

.

0

5

.

1

4

.

9

4

.

7

4

.

2

4.4

4.6

4

.

6

4

.

6

4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

5.0

5.2

5.1

5

.0

5

.

0

5

.

0

4

.

4

4

.

8

4.6

4.9

4.4

4

.

0

9

5.0

5.4

4

.

2

4

.

1

4

.

9

5

.0

5.14

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

4.6

4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.03

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

5.7

5.8

3.5

3.5

3.3

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

3

.

2

3.6

3.2

3

.

1

2

.

6

2

.

9

3.5

3

.

2

4

.

6

3.5

3.4

3.4

4.0

4

.

1

3

.

9

4

.

1

3

.

3

2.9

1.5

1.7

0.9

2.1

15"

15"

8"

14"

12"

3"

12"

8"

12"

11"

12"

10"

12"

10"

18"

17"

2.6

SB-1

EL. 5.56

4

.

6

4.6

4.6

4.9

4

.

6

3

4.51

5.18

5

.

1

9

5

.

3

6

4.91

5.06

4.31

4.25

4

.

5

0

4.55

5.05

5.03

5

.

3

4

5.44

5.54

5

.

0

0

6"P

VC

GATE

CONCRETE APRON

CONC.

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

5

4

3

3

4

2

3

4

4

4

4

4

5

5

5

3

3

6

5

4

3

3

3

2

3

4

5

6

5

6

7

6' CHAIN

LINK FENCE

(DEAD)

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGE

OF DIRT DRIVE

SB-2

EL. 4.0'

SB-3

EL. 5.8'

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-5

EL. 4.9'

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

GOPHER

TORTOISE

BURROW

GT

25' BUFFER

POND B

POND A

S

E

W

PROPOSED 40'

DIAMETER POOL ON

CONCRETE SLAB

FUTURE EXPANSION

(PHASE II)

PROPOSED

TIMBER STAIRS

PROPOSED ELEVATED

DECKING AROUND POOL

(GRAVEL UNDER DECKING)

PROPOSED POLE BARN

COVER OVER POOL

PROPOSED POND A

PROPOSED 8' HIGH

PERIMETER FENCE

WITH BARB WIRE

PROPOSED ADA

TIMBER RAMP

PROPOSED LIGHT POLE

(TYP.)

PROPOSED

ELECTRICAL PANELS

PROPOSED PUMP

STATION

PROPOSED

ELECTRICAL METER

2

4

'

S

W

I

N

G

G

A

T

EPROPOSED SHELL

DRIVE (TYP.)

FUTURE WASH DOWN PAVILION

CONCRETE SLAB

PROPOSED

STAIRS

FUTURE 22.5'x36' OPEN

EQUIPMENT CONCRETE SLAB 2

P

R

O

P

O

S

E

D

S

H

E

L

L

P

A

R

K

I

N

G

S

P

A

C

E

S

PROPOSED 22.5'x24' OPEN

EQUIPMENT CONCRETE SLAB 1

PROPOSED

DISCHARGE PIPE

ALIGNMENT

PROPOSED

INTAKE PIPE

ALIGNMENT

1

8

'

(

T

Y

P

.

)

9

'

(

T

Y

P

.

)

PROPOSED

HANDI-CAP SIGN

AND PARKING SPACE

8

'

1

0

'

8

'

8

'

F

R

E

D

H

O

W

A

R

D

P

A

R

K

A

C

C

E

S

S

D

R

I

V

E

3

0

'

R

1

5

'

2

4

'

R

1

5

'

1

5

'

R

1

5

'

R25'

3

2

'

PROPOSED UTILITY

HOOK-UP PAD

2

7

.

3

'

EX. TOP OF DITCH

EX. EDGE OF WATER

EX. EDGE OF WATER

10' WIDE

CONCRETE WEIR

1

0

'

8' WIDE

CONCRETE WEIR

8

'

PROPOSED LIGHT

(ATTACHED TO

STRUCTURE)

(TYP.)

PROPOSED DISCHARGE

OUTFALL

2

0

'

M

O

B

I

L

E

O

F

F

I

C

E

A

R

E

A

5

'

(1,000'±)

(PHASE IB - TO BE

PERMITTED SEPARATELY)

(PHASE IB - TO BE

PERMITTED SEPARATELY)

(PHASE IB - TO BE

PERMITTED SEPARATELY)

E

X

.

D

I

R

T

D

R

I

V

E

T

O

R

E

M

A

I

N

A

S

I

S

PROPERTY INFO:

PARCEL ID 10-27-15-89190-000-0130

PROPERTY NAME FRED HOWARD PARK

ADDRESS 1700 SUNSET DR. TARPON SPRINGS, FL 34689

TOTAL PARK AREA 155 AC. M.O.L.

PROPERTY USE 8612 (COUNTY GOV'T - NON-RESIDENTIAL (COMMERCIAL) ONLY)

LAND USE CATEGORY RECREATION AND OPEN SPACE

ZONING DISTRICT LAND CONSERVATION

COUNTYWIDE LAND USE RECREATION AND OPEN SPACE

COUNTY PINELLAS COUNTY

POTABLE WATER & SEWER DISPOSAL BY: CITY OF TARPON SPRINGS

FLOOD ZONE IS ZONE AE, PANEL NO. 12103C0018G & 12103C0016G DATED 9/03/2003,

FLOOD ELEVATION 12.0 NAVD88

MAXIMUM FAR = 0.25% (55,216 SF x 0.25 = 13,804 SF ALLOWABLE)

PROPOSED FAR = 0

FUTURE FAR = 1,885

MAXIMUM ISR = 0.45% (55,216 SF X 0.45 = 24,847 SF ALLOWABLE)

PROPOSED & FUTURE ISR = 21,049

PARKING REQUIREMENTS PER LDC 127.00(6)(f) INDUSTRIAL USES, RESEARCH AND DEVELOPMENT: 1 SPACE

PER 500 SF OF GROSS FLOOR AREA; PLUS 1 SPACE PER COMPANY VEHICLE

PROPOSED GROSS FLOOR AREA 0 SF.

FUTURE GROSS FLOOR AREA 2,000 SF.

(2,000/500 = 4) + 1 COMPANY VEHICLE = 5 PARKING SPACES REQUIRED (6 PARKING SPACES PROVIDED)

(5 REGULAR SPACES 9'x18' AND 1 HANDICAP SPACE 12'x18')

LEGAL DESCRIPTION:

TAMPA & TARPON SPRINGS LAND CO LOTS 13,15,16 & 19, LOT 14 LESS THE EAST 30 FT FOR R/W AND

SUBMERGED LAND

NOTES:

1. SOLID WASTE: CLEARWATER MARINE AQUARIUM SHALL BE RESPONSIBLE FOR HAULING SOLID WASTE TO

A DUMPSTER LOCATED IN FRED HOWARD PARK IN LIEU OF PROVIDING A DUMPSTER ON SITE.

2. APPLICANT HAS APPLIED FOR A VARIANCE TO WAIVE LANDSCAPE BUFFER AND SCREENING

REQUIREMENTS.

SITE INFO

PROJECT AREA: SF. AC.

SILT FENCE

55,216 1.27

IMPERVIOUS:

PHASE IA

COVERED 40' POOL STRUCTURE (A)3,600

SHELL DRIVEWAY/PARKING SPACES (A) & (B)7,996

TIMBER RAMP/STAIRS (A)24

OPEN EQUIPMENT CONCRETE SLAB 1 (A)540

CONCRETE PARKING SPACE & SIDEWALK (A)389

PHASE II

FUTURE EXPANSION (B)5,317

FUTURE OPEN EQUIPMENT CONCRETE SLAB 2 (A)675

FUTURE WASH DOWN PAVILION CONCRETE SLAB (B)624

PHASE III

FUTURE BUILDING (A) & (B)1,885

GRAND TOTAL:

21,049 0.48

PONDS:

POND A

1,542 0.04

POND B

2,457 0.06

PERVIOUS:

GRASS (OPEN AREAS) (A) & (B)

34,167 0.78

(A) = DRAINAGE BASIN A (B) = DRAINAGE BASIN B

SITE INFO

PROJECT AREA: SF. AC.

SILT FENCE

55,216 1.27

IMPERVIOUS:

PHASE IA

COVERED 40' POOL STRUCTURE (A)3,600

SHELL DRIVEWAY/PARKING SPACES (A) & (B)7,996

TIMBER RAMP/STAIRS (A)24

OPEN EQUIPMENT CONCRETE SLAB 1 (A)540

CONCRETE PARKING SPACE & SIDEWALK (A)389

PHASE II

FUTURE EXPANSION (B)5,317

FUTURE OPEN EQUIPMENT CONCRETE SLAB 2 (A)675

FUTURE WASH DOWN PAVILION CONCRETE SLAB (B)624

PHASE III

FUTURE BUILDING (A) & (B)1,885

GRAND TOTAL:

21,049 0.48

PONDS:

POND A

1,542 0.04

POND B

2,457 0.06

PERVIOUS:

GRASS (OPEN AREAS) (A) & (B)

34,167 0.78

(A) = DRAINAGE BASIN A (B) = DRAINAGE BASIN B

NO

RT

H

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

lear

wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

ndin

g S

tatio

n\65

-010

7.11

Dw

g\S

ite P

lan\

65-0

107.

11 C

2.2-

Site

Pla

n.dw

g, L

ayou

t: C2.

2

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.2SITE PLAN AND PHASING PLANCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

0 20' 40'

PHASE II (COMPLETE CONSTRUCTION 2019)

· 40'x60' POOL & EQUIPMENT PAD

· WASH DOWN PAVILION

PHASE III (COMPLETE CONSTRUCTION 2020)

· R&D BUILDING

PHASE IA (COMPLETE CONSTRUCTION 2018)

· SITE IMPROVEMENTS AS SHOWN

· 40' DIAMETER POOL

PHASE IB (COMPLETE CONSTRUCTION 2018)

· INTAKE & DISCHARGE PIPE

SCALE: 1" = 40'

(A) = DRAINAGE BASIN A (B) = DRAINAGE BASIN B

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:27:21 -04'00'

Exhibit B-5

C.P. & TBM 2

SCIP 1

1

2"

AYRES ASSOC.

EL. 4.82

6.94.7

2.1

4

.

5

4.6

3.6

4.8

5.5

4.5

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

4.7

4.7

4.8

5.0

5.3

5.1

5

.

0

5

.

1

4

.

9

4

.

7

4

.

2

4.4

4.6

4

.

6

4

.

6

4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

5.0

5.2

5.1

5

.0

5

.

0

5

.

0

4

.

4

4

.

8

4.6

4.9

4.4

4

.

0

9

5.0

5.4

4

.

2

4

.

1

4

.

9

5

.0

5.1

4

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

4.6

4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.0

3

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

3.5

3.5

3.3

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

3

.

2

3.6

3.2

3

.

1

2

.

6

2

.

9

3.5

3

.

2

4

.

6

3.5

3.4

3.4

4.0

4

.

1

3

.

9

4

.

1

3

.

3

2.9

1.5

1.7

0.9

2.1

15"

15"

8"

14"

12"

3"

12"

8"

12"

11"

12"

10"

12"

10"

18"

17"

EL. 5.56

4

.

6

4.6

4.6

3

.

6

6

6"P

VC

GATE

CONCRETE APRON

CONC.

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

4

3

3

4

2

3

4

4

4

4

4

5

5

5

3

3

6

5

4

3

3

5

6

5

6

6' CHAIN

LINK FENCE

(DEAD)

APPROXIMATE EDGE

OF DIRT DRIVE

SB-2

EL. 4.0'

SB-3

EL. 5.8'

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-5

EL. 4.9'

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

GOPHER

TORTOISE

BURROW

GT

25' BUFFER

W

(

B

)

W

(

B

)

W(B)

W(B)

POND B

POND A

S

E

W

DRAINAGE BASIN A

DRAINAGE BASIN B

AC2.3

BC2

.3

51.6' POND A

5' BERM5' BERM

3

:

1

4

:

1

4

:

1

MEET EXISTING

GRADE

42.9' BOTTOM

3

:

1

MEET EXISTING

GRADE

FENCE

FENCE

EX. FENCE

EXISTING GRADE

CONCRETE

WEIR

1.0'

DWL = 5.00'

SHGWT = 2.9'

GWT = 0.2'

PARK

ACCESS

ROAD

PARK

ACCESS

ROAD

62.2' POND B

5' BERM5' BERM

3

:

1

4

:

1

4

:

1

MEET EXISTING

GRADE

54' BOTTOM

3

:

1

MEET EXISTING

GRADE

EXISTING GRADE

CONCRETE WEIR

DWL = 4.50'

1.0'

SHGWT = 2.5'

FENCE

GWT = -0.1'

DRAINAGE BASIN INFO

UNITS AC.

DRAINAGE BASIN A

SF.11,638

0.27

REQUIRED VOLUME CF. 485 0.01

PROVIDED VOLUME CF. 555 0.01

IMPERVIOUS AREA SF.

7,497

0.17

PERVIOUS AREA SF.

4,141

0.10

DRAINAGE BASIN B

SF.

21,059

0.48

REQUIRED VOLUME CF. 878 0.02

PROVIDED VOLUME CF. 944 0.02

IMPERVIOUS AREA SF.

13,081

0.30

PERVIOUS AREA SF.

7,978

0.18

NOTE:

SEE DRAINAGE REPORT FOR ADDITIONAL INFORMATION.

NO

RT

H

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

lear

wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

ndin

g S

tatio

n\65

-010

7.11

Dw

g\S

ite P

lan\

65-0

107.

11 C

2.3-

PG

D.d

wg

, Lay

out: C

2.3

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.3GRADING AND DRAINAGE BASIN MAPCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

0 20' 40'

POND A - CROSS SECTION A

SCALE: 1" = 30' HORIZ.

1" = 3' VERT.

POND B - CROSS SECTION B

SCALE: 1" = 30' HORIZ.

1" = 3' VERT.

POND TOP ELEVATION BOTTOM ELEVATION WEIR ELEVATIONA 5.5 4.5 5.0B 5.0 4.0 4.5

SCALE: 1" = 40'

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:27:46 -04'00'

Exhibit B-6

POND B

POND A

S

E

W

7

.

3

5.3

1.7

6.94.7

2.1

4

.

5

4.6

4

.

8

5

.

0

5.2

6.4

3.8

3.0

3.6

4.8

5.5

4.5

2.8

3.1

3

.

7

3

.

7

2.8

3

.

4

2.8

3

.

0

2.6

3.5

3.0

3.7

3.0

3.6

3.0

4.4

4.3

4.3

4

.

3

4.4

4.4

3

.

8

4.0

3.4

3.6

4.7

4.6

4.7

4.7

4.6

4.7

4.4

4.5

4.4

4.2

4.18

4

.

5

8

4

.

6

5

4.65

4.61

4

.

5

6

4.55

4.43

4

.

5

4

.

6

4

.

7

0

4.6

4.6

4.7

4.7

4.8

5.0

5.3

5.1

5

.

0

5

.

1

4

.

9

4

.

7

4

.

2

4.4

4.6

4

.

6

4

.

6

4.5

4

.

5

4.6

4.5

4

.

5

4.5

4.6

4

.

5

4.7

4.9

5.0

5.0

5.2

5.1

5

.0

5

.

0

5

.

0

4

.

4

4

.

8

4.6

4.9

4.4

4

.

0

9

5.0

5.4

4

.

2

4

.

1

4

.

9

5

.0

5.1

4

.

3

WATER

5

.

0

5.2

4.4

4.1

3.8

3.6

3.7

3.8

3.3

3.5

3.4

3.0

3.4

3.6

3.9

3.7

3.5

4.0

4.2

4.1

3.4

4.3

4.5

4.4

4.4

4.5

4.6

4.7

13"

10"

14"

12"

10"

15"

10"

11"

15"

5"

12"

8"

12"

10"

10"

9"

12"

13"

6"

6"

3.3

3

.

6

3.2

3.1

3.2

3.3

3.3

3

.

2

3.9

5.0

4.6

4.4

4.3

4.3

3.9

5.0

4.6

5.0

4.4

3.3

3

.

2

3.6

4.2

4.0

4.0

3

.

5

2.9

3.6

3.4

3

.

3

3.3

3.2

2.9

2.6

2.8

3.0

3.5

3.5

3.3

Inv. = 2.64

Inv. = 2.92

3.3

3

.

6

3

.

2

3.6

3.2

3

.

1

2

.

6

2

.

9

3.5

3

.

2

4

.

6

3.5

3.4

3.4

4.0

4

.

1

3

.

9

4

.

1

3

.

3

2.9

1.5

1.7

0.9

2.1

15"

15"

8"

14"

12"

3"

12"

8"

12"

11"

12"

10"

12"

10"

18"

17"

SB-1

EL. 5.56

4

.

6

4.6

4.6

4.9

4

.

6

3

4.51

5.18

5

.

1

9

5

.

3

6

5.06

5.02

5.14

5.16

5.15

5.17

4

.

9

7

5

.

0

0

5.05

5.03

5

.

3

4

5.44

5.54

5.57

5.50

5

.

4

7

5

.

5

6

5

.

5

3

5

.

4

2

5

.

2

4

5

.

2

8

5

.

1

1

5

.

0

5

4

.

8

8

4

.

9

8

4

.

8

4

4

.

8

8

4

.

6

4

4

.

6

0

4

.

3

1

4

.

3

8

4

.

1

9

4

.

1

2

3

.

9

4

3

.

9

3

3

.

9

6

4

.

7

8

4

.

7

2

4

.

5

2

4

.

5

9

4

.

4

3

4

.

3

5

4

.

3

1

4

.

3

6

4

.

0

0

4

.

0

0

4

.

0

1

4

.

1

2

4

.

1

6

4

.

3

8

4

.

3

5

4

.

6

1

4

.6

2

4

.

9

2

4

.

9

0

4

.

8

8

4

.

9

0

5.00

4

.

9

3

4.97

5

.

0

0

5.44

5

.

4

3

6"P

VC

GATE

P

A

R

K

I

N

G

S

P

A

C

E

S

(

A

S

P

H

A

L

T

)

D

R

I

V

E

W

A

Y

(

A

S

P

H

A

L

T

)

CONCRETE APRON

CONC.

D

I

R

T

D

R

I

V

E

TREE LINE

(TYP.)

TREE LINE

(TYP.)

C/L DITCH

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

S

L

O

P

E

6' CHAIN

LINK FENCEP

A

I

N

T

S

T

R

I

P

E

S

N

O

T

L

O

C

A

T

E

D

CONCRETE STRIP

(TYP.)

(DEAD)

CONCRETE STRIP

(TYP.)

APPROXIMATE EDGE

OF DIRT DRIVE

APPROXIMATE EDGE

OF DIRT DRIVE

SB-2

EL. 4.0'

SB-3

EL. 5.8'

SB-7

EL. 4.4'

SB-6

EL. 4.0'

SB-8

EL. 13.1'

SB-4

EL. 6.7'

SB-5

EL. 4.9'

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

WETLAND LINE

GOPHER

TORTOISE

BURROW

GT

25' BUFFER

W

(

B

)

W

(

B

)

W(B)

W(B)

F&I: 2" 45° BEND

F&I: 2" 45° BEND

F&I: 2" 45° BEND

F&I: 2" 22.5° BEND

F&I: 2" 45° BEND

2" SOLID SLEEVE

(CONNECT TO EX.

2" WM)

F&I: 206 LF OF 2"

PVC WATER MAIN

F&I: 2" 90° BEND

F&I: 2" GATE VALVE

F&I: 2" 90° BEND

2' TEMPORARY CAP

FUTURE: 2" TEE

2" CAP

(PHASE II)

F&I: SERVICE LINE

(TYP.)

F&I: 2" TEE

FUTURE: 2" GATE VALVE

2" 90° BEND

2" CAP (PHASE II)

FUTURE 2" PVC

WATER MAIN

(PHASE II)

F&I: 4" CLEANOUT

4" 45° BEND

(TYP.)

F&I: SANITARY SEWER

GRINDER PUMP

STATION

FUTURE: 4" CLEAN OUT

4" STUB (PHASE II)

FUTURE 4"

SANITARY SEWER

LINE (PHASE II)

F&I: 4" SANITARY

SEWER LINE (TYP.)

F&I: 695 LF OF 4" PVC

FORCE MAIN

F&I: 2" SOLID SLEEVE

(CONNECT TO EX. 2" WM)

F&I: 2" TEE

2" 22.5° BEND

(2) 2" GATE VALVES

WATER METER

2" BACK FLOW PREVENTOR

PROPOSED

DISCHARGE PIPE

ALIGNMENT

PROPOSED

INTAKE PIPE

ALIGNMENT

F&I: 2" TEE

2" GATE VALVES

2" CAM LOCK CONNECTION

NOTE:

ALL UTILITIES SHALL BE PRIVATELY

OWNED AND MAINTAINED.

1

0

'

M

I

N

.

(PHASE IB)

(1,000'±)

(PHASE IB)

3

.

9

3

3

.

8

0

3.76

3.72

3

.

8

0

4

.

2

0

4.21

4.78

4.82

4.95

4.92

5.03

5.08

5.27

5

.

2

3

5.32

4

.

2

1

4

.

2

6

4.26

4

.

2

1

4

.

3

9

4.45

5

.

1

8

5

.

1

6

5

.

2

1

5

.

2

9

5

.

2

0

5.18

5

.

3

7

5

.

3

8

5

.

4

2

5

.

3

9

5

.

4

2

5.38

4

.

3

6

3.95

5

.

4

2

5.67

5.86

5.62

5

.

5

0

5.41

5.61

5.74

5.84

5.57

BOLLARD

(TYP.)

ROAD SIGN

(TYP.)

HYDRANT

C

O

N

C

R

E

T

E

S

T

R

I

P

(

T

Y

P

.

)

C

O

N

C

R

E

T

E

S

T

R

I

P

(

T

Y

P

.

)

W

E

T

L

A

N

D

L

I

N

E

W

E

T

L

A

N

D

L

I

N

E

B

E

(

B

)

B

E

(

B

)

B

E

(

B

)

B

E

(

B

)

W

(

B

)

W

(

B

)

S

(

B

)

S

(

B

)

WATER

C

A

S

(

B

)

C

A

S

(

B

)

C

A

S

(

B

)

F&I: 4" WYE

4" PLUG VALVE

4" CHECK VALVE

CONNECT TO EX. 4" FM

NO

RT

H

REVISIONDATEDATE

PROJ NO

DES BY

DR BY

CHK BY

SHEET NO.

NO

10/2

0/20

17V

:\120

14 C

lear

wat

er M

arin

e A

quar

ium

\65-

0107

.11

FHP

Stra

ndin

g S

tatio

n\65

-010

7.11

Dw

g\S

ite P

lan\

65-0

107.

11 C

2.4-

Util

ity P

lan.

dwg

, Lay

out: C

2.4

AA

-Sta

ndar

d.st

b PROFESSIONAL OF RECORD:

TAMPA, FL 33634 (813) 290-88995802 BENJAMIN CENTER DR., #101AYRES ASSOCIATESJANICE S. ASH, P.E. #42730

OCT 2017

65-0107.11

JSA

AD

JSA

TAMPA, FLORIDA

C2.4UTILITY PLANCLEARWATER MARINE AQUARIUM

TARPON SPRINGS, FLFRED HOWARD PARK STRANDING STATION

0 20' 40'MATCH LINE "A - A"

MATCH LINE "A - A"

H

O

W

A

R

D

P

A

R

K

C

A

U

S

E

W

A

Y

SCALE: 1" = 40'

Digitally signed by Janice S AshDN: cn=Janice S Ash, c=US,o=Ayres Associates Inc, ou=AyresAssociates Inc,email=ashj@ayresassociates.comDate: 2017.10.20 13:28:06 -04'00'

Exhibit B-7