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1 CITY OF TARPON SPRINGS Staff Report March 19, 2019 TO: BOARD OF COMMISSIONERS FROM: PLANNING & ZONING DEPARTMENT HEARING DATES: APRIL 9, 2019 SUBJECT: APPLICATION #19-08, RESOLUTION 2019-06 SITE PLAN APPROVAL FOR MEADOWS MOBILE HOME PARK TO CONSTRUCT IMPROVEMENTS TO AN EXISTING COMMUNITY CENTER INCLUDING A 770 SQUARE FOOT EXPANSION OF THE EXISTING ONE-STORY COMMUNITY CENTER BUILDING, ADDITION OF A 912 SQUARE FOOT HEALTH CLUB AND ADDITION OF AN 830 SQUARE FOOT POOL, LOCATED AT 505 ANCLOTE BOULEVARD IN THE MOBILE HOME PARK (MHP) ZONING DISTRICT. I. APPLICATION A. Application: Site Plan approval for Meadows Mobile Home Park Community Center Improvements B. Owner: Cove Communities C. Applicant: Cove Communities D. Agent: George F. Young, Inc. E. Request: To construct improvements to the existing community center. II. PROPERTY INFORMATION A. Location: 505 Anclote Boulevard B. Property Size: 54.11 Acres C. Land Use: Residential Urban (RU) D. Zoning District: Mobile Home Park (MHP)

CITY OF TARPON SPRINGS Staff Report · 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s

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Page 1: CITY OF TARPON SPRINGS Staff Report · 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s

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CITY OF TARPON SPRINGS Staff Report

March 19, 2019

TO: BOARD OF COMMISSIONERS FROM: PLANNING & ZONING DEPARTMENT

HEARING DATES: APRIL 9, 2019

SUBJECT: APPLICATION #19-08, RESOLUTION 2019-06 – SITE PLAN

APPROVAL FOR MEADOWS MOBILE HOME PARK TO

CONSTRUCT IMPROVEMENTS TO AN EXISTING

COMMUNITY CENTER INCLUDING A 770 SQUARE FOOT

EXPANSION OF THE EXISTING ONE-STORY

COMMUNITY CENTER BUILDING, ADDITION OF A 912

SQUARE FOOT HEALTH CLUB AND ADDITION OF AN 830

SQUARE FOOT POOL, LOCATED AT 505 ANCLOTE

BOULEVARD IN THE MOBILE HOME PARK (MHP)

ZONING DISTRICT.

I. APPLICATION

A. Application: Site Plan approval for Meadows Mobile Home Park

Community Center Improvements

B. Owner: Cove Communities

C. Applicant: Cove Communities

D. Agent: George F. Young, Inc.

E. Request: To construct improvements to the existing community

center.

II. PROPERTY INFORMATION

A. Location: 505 Anclote Boulevard

B. Property Size: 54.11 Acres

C. Land Use: Residential Urban (RU)

D. Zoning District: Mobile Home Park (MHP)

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E. Surrounding Uses: Zoning District Use

North (Pasco County): R-4 (High Density Residential

Single Family Residential

South (Tarpon Springs): Industrial Restricted Vacant

South (Pinellas County):

Employment-1 Storage, Junk Yard

Residential Planned Development

Electric Power Easement

East (Pinellas County): Residential Planned Development

Single Family Residential

West (Pinellas County): Residential Planned Development

Vacant

F. Tax Parcel Number: 01-27-15-00000-220-0100 III. BACKGROUND

The Meadows Mobile Home Park wishes to expand the amenities at its existing community center located in the park’s interior adjacent to the main stormwater pond. The proposed project includes expansion of the existing one-story clubhouse by 770 square feet, addition of a new 912-square foot health club, addition of a new swimming pool, and accompanying parking lot reconfiguration.

IV. REVIEW CRITERIA - COMPREHENSIVE PLAN:

The project is located within an existing mobile home park in the Residential Urban (RU) Future Land Use Category. This category accommodates primarily residential uses. The applicant’s project is consistent with the Comprehensive Plan and Countywide Plan requirements.

V. REVIEW CRITERIA - ZONING:

The property is located within the Mobile Home Park (MHP) zoning district. That district permits mobile home parks and requires the provision of recreation facilities and area. This park’s existing community recreational amenities are being expanded with this application. The proposed site plan is consistent with the permitted uses and requirements of the MHP zoning district.

VI. 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

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Zoning and Land Development Code, including the City's concurrency management system, and, the City's Building Codes and, to provide a written recommendation to the Board of Commissioners as enumerated in Sec. 210.03(C)(4) 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: 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s Land Development

Code (LDC), 3. The project does not propose new impacts to facilities and therefore meets the

City’s Concurrency Management standards, and, 4. The project will be required to, and is expected to be able to, meet the standards

of the City’s Building Codes.

VII. LEVEL OF SERVICE ANALYSIS

Article VIII of the Land Development Code requires that public facilities be available concurrent with impacts from development. The mobile home park is already established and is not proposed to be expanded in a manner that would impact public facilities. The community center is intended to serve only the park residents at the existing approved residential density. This project proposes to expand amenities completely within the existing community center area and therefore does not propose any new impacts to public facilities.

VIII. OTHER INFORMATION

Technical Review Committee (TRC) The TRC reviewed this application at a series of meetings, the most recent on February 7, 2019, and had no objections to the request. The TRC minutes and comments from this meeting are included as an attachment.

IX. 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 meeting the minimum criteria of the Land

Development Code and for acquiring all other jurisdictional permits and approvals.

2. Construction plans shall be consistent with the approved site plan. All

requisite fees attendant to the project shall be paid in accordance with the Land Development Code.

3. This site plan shall expire at one year from 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.

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X. PLANNING AND ZONING BOARD RECOMMENDATION

The Planning and Zoning Board heard this application at their March 18, 2019 meeting. The Board voted unanimously to approve the application with the conditions listed herein.

Attachments

1. Vicinity Map 2. Aerial Map 3. Technical Review Committee Minutes 4. Application 5. Resolution 2019-06 6. Site Plan and Survey (Exhibit A) 7. Legal Description (Exhibit B)

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Vicinity Map: App 19-08 Cove Communities

Subject Property

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Aerial Map: App 19-08 Cove Communities

Subject Property

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Date: 2/19/2019

TECHNICAL REVIEW COMMITTEE (TRC) MINUTES

PROJECT NAME: Meadows Mobile Home Park FILE NUMBER: 19-08 APPLICATION TYPE: Site Plan Review PROJECT DESCRIPTION: Site Plan to add Community Center PROPERTY LOCATION: 505 Anclote Blvd PARCEL ID / TAX ID NO.: 01-27-15-00000-220-0100 TRC MEETING DATE: 2/7/2019

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, Florida

DEVELOPMENT 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

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TRC MEMBER COMMENTS

PLANNING & ZONING REVIEW COMMENTS:

APPROVED DENY DEFER SEE BELOW NO COMMENTS INITIALS: HU/PM

Four of the 34 required parking spaces are proposed to be sized for golf carts. Golf cart parking is not prohibited, but it cannot be counted as a parking space. If the applicant adds bicycle racks sufficient to accommodate 4 bicycles, the parking can be reduced by 10% (by 3 spaces). Another option to fulfill the parking requirement would be to use a compact parking space assigned to an employee. Please see Section 127.03(P) and Section 127.05 of the parking code for guidance on this. March 13, 2019: The site plan has been revised to reflect 3 bicycle parking spaces and 31 standard automobile parking places. This item is in compliance.

The proposed ISR of 0.72 is increased from 0.65 for this site. The ISR limit for the Residential Urban district is 0.65 and may be applied parkwide for this property. Please present a calculation on the plan set that shows that the 0.65 impervious surface ratio is met park-wide. March 13, 2019: The site plan has been revised to reflect a proposed impervious surface ratio (ISR), calculated on a park-wide basis, of 0.236. This item is in compliance.

FIRE DEPARTMENT REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS INITIALS: RK BUILDING DEVELOPMENT REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS INITIALS: KP POLICE DEPARTMENT REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS INITIALS: JU/SG PUBLIC SERVICES REVIEW COMMENTS:

APPROVE DENY DEFER SEE BELOW NO COMMENTS INITIALS: FF/RP/RR PUBLIC WORKS REVIEW COMMENTS

APPROVE DENY DEFER SEE BELOW NO COMMENTS INITIALS: TM

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PROJECT ADMINISTRATION DEPARTMENT

APPROVE DENY DEFER SEE BELOW NO COMMENTS INITIALS: NM PLANNING AND ZONING BOARD REVIEW

TRC review is complete and your project is scheduled for Planning and Zoning Board on the following date Tentative

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:

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):

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.

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

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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 – 19-08 Applicant – Cove Communities – Brandon Schilling

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RESOLUTION NO. 2019-06

A RESOLUTION OF THE CITY OF TARPON SPRINGS,

FLORIDA, APPROVING APPLICATION #19-08 REQUESTING

SITE PLAN APPROVAL FOR MEADOWS MOBILE HOME PARK

TO CONSTRUCT IMPROVEMENTS TO AN EXISTING

COMMUNITY CENTER INCLUDING A 770 SQUARE FOOT

EXPANSION OF THE EXISTING ONE-STORY COMMUNITY

CENTER BUILDING, ADDITION OF A 912 SQUARE FOOT

HEALTH CLUB AND ADDITION OF AN 830 SQUARE FOOT

POOL, LOCATED AT 505 ANCLOTE BOULEVARD IN THE

MOBILE HOME PARK (MHP) ZONING DISTRICT; PROVIDING

FOR FINDINGS; PROVIDING FOR CONDITIONS; AND

PROVIDING FOR AN EFFECTIVE DATE.

WHEREAS, the City of Tarpon Springs has received an application for site plan

approval to improve an existing community center by constructing a 770 square foot

addition to the clubhouse, a new 912 square foot health club and a new 830 square foot

pool, located at 505 Anclote Boulevard in the Mobile Home Park (MHP) zoning district;

and,

WHEREAS, the Planning and Zoning Board held a public hearing on this

application at its meeting of March 18, 2019 and voted to recommend approval of the site

plan with conditions; and,

WHEREAS, pursuant to Section 210.03(C)(4) of the Comprehensive Zoning and

Land Development Code, the Board of Commissioners must approve, approve with

conditions, 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 applicable sections of the

Comprehensive Zoning and Land Development Code.

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

Comprehensive Plan.

3. That the site plan, as conditioned, demonstrates that required facilities and

services will be available at the prescribed level of service standards concurrent

with the impact of the development and may, subject to Section 3 of this

resolution, during the term of this site plan approval, receive a Certificate of

Concurrency pursuant to Section 122.00 et seq.

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SECTION 2: SITE PLAN APPROVAL

The site plan prepared and sealed by Allison C. Shaw, P.E., on February 19, 2019, and

attached as Exhibit A is hereby approved on property located at 505 Anclote Boulevard

with a Parcel legally described in Exhibit B, attached hereto.

SECTION 3: CONDITIONS

1. The developer is responsible for meeting the minimum criteria of the Land

Development Code and for acquiring all other jurisdictional permits or approvals.

2. Construction plans shall be consistent with the approved site plan. All requisite

fees attendant to the project shall be paid in accordance with the Land

Development Code.

3. This site plan shall expire at one year from 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.

Page 24: CITY OF TARPON SPRINGS Staff Report · 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s

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CONC DUMPSTER PAD W/

6 FT TALL PRIVACY FENCE

OPEN/COMMON SPACE

AREAS

STORMWATER

MANAGEMENT POND

MAINTENANCE

AREA

DUKE ENERGY

EASEMENT

DUKE ENERGY

RIGHT OF WAY

OPEN

SPACE

OPEN

SPACE

OPEN

SPACE

OPEN

SPACE

OPEN

SPACE

OPEN

SPACE

Fitness Studio: FF 11.00

X XUtility

Unisex

K-2035-8PINOIRLAVATORY VITREOUS CHINA

GRATETOP = 9.60INV = 4.20

NEWSEAWALL

MEET ANDMATCH

30 LF24" RCP

30 LF24" RCP

GRATETOP = 9.50INV = 3.70

GRATETOP = 10.00INV = 4.00

15 LF24" RCP

INV = 3.50

MEET ANDMATCH

LEGEND

PROPOSED CONCRETE

PROPOSED PAVERS

PROPOSED ASPHALT PAVEMENT

PROPOSED GREEN AREA

NEWSEAWALL

Since 1919

George F. Young, Inc. Meadows MHP Community Center

S

W E

N

LEGAL DESCRIPTION (ENTIRE PROJECT)

Commencing at the Northwest corner of Section 1, Township

27 South, Range 15 East, Pinellas Country, Florida, run

S.00°26'08"E.,115.00 feet to a point of Beginning; thence N.

89°54'32"E., along the South rigth-of-way of Anclote

Boulevard 1331.77 feet; thence S.00°29'06"E., 1268.68 feet;

thence along the arc of a curve to the right, concave to the

northwest 68.90feet, said curve having a 68.39 feet bearing

S.23°38'56"W.; thence S.00°32'02"E., 529.14 feet; thence

N.89°31'34"W., 1083.63 feet; thence N.45°00'20"W., 356.50

feet ; thence S.00°29'06"E, 188.95 feet; feet to the Point of

Beginning.

Containing 53.941 acres, more or less.

SUBJECT to any easements of record.

OVERALL SITE DATA SUMMARY

Total Area = 53.941

Zoning = MHP

Total lots = 300

Density = 311/52.101 = 5.969 Lots/Acres

Minimum Living Area = 450 Square Feet/ Lots

Finish Floor Elevation on Lots = FEMA X Zone: 18” Above Highest Crown of Road

AE Zone: 12” Above BFE and 18” Above Road Elevation

If 12” Above BFE cannot be met:

36” Clearance to the bottom to the I-Beam or utilities

Setbacks : Front = 10 Feet interior lots

Side = 5 Feet interior lots, 10' for Lot 15

Rear = 5 Feet, 10' perimeter lots

Recreation Area = 18.3 Acres

(33.9 Total Area)

ACREAGE LOTS (APPROVED) UNITS LOTS LOST

Phase I 14.447 Ac. 111 109 2

Phase II 20.398 Ac. 115 108 7

Phase III 19.096 Ac. 100 83 17

TOTAL 53.94 Ac. 326 300 26

CLIENT INFORMATION

Client: Cove Communities

Name : Bardon Schilling

Address : 4350 E. Cameback Road, A-100

Phoenix, Arizona 85018

Phone: (602) 399-9984

ENGINEER

George F. Young, Inc.

PM: Allison C. Shaw, PE

Address: 299 Dr. Martin Luther King, Jr. St. North

St. Petersburg, FL 33701

Phone: 727.822.4317 / 1.877.439.1919

COMMUNITY CENTER

STORMWATER LOT

PROJECT AREA:

181,445 SF (4.17 AC.)

COMMUNITY CENTER SITE DATA SUMMARY

Total Area = 4.17 Ac.

Zoning = MHP

Clubhouse = 6160 GFA (EXISTING)

= 6930 GFA (PROPOSED)

Health Club =912 GFA (PROPOSED)

Finish Floor Elevation on Lots = 13 min or 18" above road

(NGVD1929 Datum)

= 12 min or 18" above road

(NAVD1988 Datum)

PARKING : Clubhouse (1 SPACE/250 GFA)= 28 SPACES

Health Club (1 SPACE/150 GFA)=6 SPACES

TOTAL REQUIRED: 34 SPACES

TOTAL PROVIDED: 34 SPACES (INC. 10% (3) BICYCLE)

(31 CAR SPACES, 3 BICYCLE SPACES)

2/19/2019

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CONCRETE DRAINAGE STRUCTURE (NO TOP)
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
CURB INLET WITH MANHOLE COVER
AutoCAD SHX Text
T
AutoCAD SHX Text
ANCLOTE BLVD.
AutoCAD SHX Text
MAIN STREET
AutoCAD SHX Text
L&R INDUSTRIAL BLVD.R INDUSTRIAL BLVD.
AutoCAD SHX Text
BERNICE BLVD.
AutoCAD SHX Text
BARBARA WAY
AutoCAD SHX Text
BECKY WAY
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
BARBARA WAY
AutoCAD SHX Text
SCHULTZ DRIVE
AutoCAD SHX Text
JUANITA WAY
AutoCAD SHX Text
JUANITA WAY
AutoCAD SHX Text
MAIN STREET
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
NATHAN LANE
AutoCAD SHX Text
BECKY WAY
AutoCAD SHX Text
BECKY WAY
AutoCAD SHX Text
**INTERIOR MOBILE HOMES NOT SHOWN**
AutoCAD SHX Text
ANCLOTE BLVD.
AutoCAD SHX Text
L&R INDUSTRIAL BLVD.R INDUSTRIAL BLVD.
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
BARBARA WAY
AutoCAD SHX Text
SCHULTZ DRIVE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
NATHAN LANE
AutoCAD SHX Text
MICKEY LANE
AutoCAD SHX Text
W E T L A N D A R E A
AutoCAD SHX Text
W E T L A N D A R E A
AutoCAD SHX Text
W O O D E D A R E A (TREES NOT LOCATED FALLS INTO THE FLORIDA POWER EASEMENT)
AutoCAD SHX Text
RETENTION POND
AutoCAD SHX Text
60
AutoCAD SHX Text
COGO
AutoCAD SHX Text
61
AutoCAD SHX Text
COGO
AutoCAD SHX Text
62
AutoCAD SHX Text
COGO
AutoCAD SHX Text
63
AutoCAD SHX Text
COGO
AutoCAD SHX Text
5102
AutoCAD SHX Text
TP SIR 107
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
D
AutoCAD SHX Text
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AutoCAD SHX Text
S
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
DOUGLAS DRIVE
AutoCAD SHX Text
JOSEPH WAY
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
MICHAEL DRIVE
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
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5
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6
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36
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42
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77
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68
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70
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69
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85
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86
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87
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84
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151
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90
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91
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92
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145
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96
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194
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189
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165
AutoCAD SHX Text
(166)
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168
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169
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170
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107
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106
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105
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103
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102
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101
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99
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220
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108
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109
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110
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137
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171
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133
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187
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209
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223
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196
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208
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182
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181
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180
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222
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167
AutoCAD SHX Text
(188)
AutoCAD SHX Text
PHASE II
AutoCAD SHX Text
PHASE III
AutoCAD SHX Text
PHASE I
AutoCAD SHX Text
PHASE II
AutoCAD SHX Text
217
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
SPACE
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
M
AutoCAD SHX Text
b
AutoCAD SHX Text
b
AutoCAD SHX Text
b
AutoCAD SHX Text
b
AutoCAD SHX Text
b
AutoCAD SHX Text
LP
AutoCAD SHX Text
POOL
AutoCAD SHX Text
SPA
AutoCAD SHX Text
BERNICE BLVD.
AutoCAD SHX Text
CONC. VAULT
AutoCAD SHX Text
USA
AutoCAD SHX Text
USA
AutoCAD SHX Text
USA
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
MITERED END SECTION
AutoCAD SHX Text
MITERED END SECTION
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
1-1/2" BFPD
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
BFPD
AutoCAD SHX Text
MITERED END SECTION
AutoCAD SHX Text
TELEPHONE/ TELECOM
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
CONCRETE PAD W/JUNTION BOX LID
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
CONCRETE DRAINAGE STRUCTURE (NO TOP)
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
ELECTRIC SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
CURB INLET WITH MANHOLE COVER
AutoCAD SHX Text
T
AutoCAD SHX Text
ANCLOTE BLVD.
AutoCAD SHX Text
MAIN STREET
AutoCAD SHX Text
L&R INDUSTRIAL BLVD.R INDUSTRIAL BLVD.
AutoCAD SHX Text
BERNICE BLVD.
AutoCAD SHX Text
BARBARA WAY
AutoCAD SHX Text
BECKY WAY
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
BARBARA WAY
AutoCAD SHX Text
SCHULTZ DRIVE
AutoCAD SHX Text
JUANITA WAY
AutoCAD SHX Text
JUANITA WAY
AutoCAD SHX Text
MAIN STREET
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
CHRIST DRIVE
AutoCAD SHX Text
NATHAN LANE
AutoCAD SHX Text
BECKY WAY
AutoCAD SHX Text
BECKY WAY
AutoCAD SHX Text
**INTERIOR MOBILE HOMES NOT SHOWN**
AutoCAD SHX Text
ANCLOTE BLVD.
AutoCAD SHX Text
L&R INDUSTRIAL BLVD.R INDUSTRIAL BLVD.
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
BARBARA WAY
AutoCAD SHX Text
SCHULTZ DRIVE
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
NATHAN LANE
AutoCAD SHX Text
MICKEY LANE
AutoCAD SHX Text
W E T L A N D A R E A
AutoCAD SHX Text
W E T L A N D A R E A
AutoCAD SHX Text
W O O D E D A R E A (TREES NOT LOCATED FALLS INTO THE FLORIDA POWER EASEMENT)
AutoCAD SHX Text
RETENTION POND
AutoCAD SHX Text
60
AutoCAD SHX Text
COGO
AutoCAD SHX Text
61
AutoCAD SHX Text
COGO
AutoCAD SHX Text
62
AutoCAD SHX Text
COGO
AutoCAD SHX Text
63
AutoCAD SHX Text
COGO
AutoCAD SHX Text
5102
AutoCAD SHX Text
TP SIR 107
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
DOUGLAS DRIVE
AutoCAD SHX Text
JOSEPH WAY
AutoCAD SHX Text
CARY LANE
AutoCAD SHX Text
MICHAEL DRIVE
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
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6
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7
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10
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11
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12
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14
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16
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9
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17
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20
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24
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36
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38
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37
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53
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51
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52
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42
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47
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50
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45
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74
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77
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68
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70
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69
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85
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88
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83
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84
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89
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151
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90
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152
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91
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153
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92
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154
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164
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155
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163
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156
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162
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157
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161
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158
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160
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159
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150
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141
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149
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142
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148
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143
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144
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146
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145
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96
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95
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94
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93
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97
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98
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194
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193
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192
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191
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190
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189
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165
AutoCAD SHX Text
(166)
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168
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169
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170
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107
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106
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105
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104
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103
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102
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101
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100
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99
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210
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212
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213
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214
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216
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218
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219
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220
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108
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109
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110
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111
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112
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113
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114
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115
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116
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117
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118
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119
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120
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121
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123
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125
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127
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128
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129
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130
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131
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134
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135
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136
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137
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171
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187
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186
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209
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223
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204
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197
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198
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199
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196
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195
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208
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207
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206
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182
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PHASE II
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OPEN
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SPACE
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EXIST. LIFT STATION/DUMPSTER AREA
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CARY LANE
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DOUGLAS DRIVE
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JOSEPH WAY
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CARY LANE
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GRATE INLET: TOP EL = 8.25' N INV EL = 4.86' S INV EL = 4.83'
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24" RCP
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24" RCP
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24" RCP
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6" PVC
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15" RCP
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ONE STORY BUILDING (CLUBHOUSE) 6,160 SQ. FT. FF EL = 10.90' (NAVD 1988)
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BERNICE BLVD.
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50
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100
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PHONE (727) 822-4317 FAX (727) 822-2919 WWW.GEORGEFYOUNG.COM
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299 DR. MARTIN LUTHER KING JR. STREET. N. ST. PETERSBURG, FLORIDA 33701
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JOB NO.
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SHEET NO.
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ENGINEERING CERTIFICATE OF AUTHORIZATION NUMBER 21
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PLOTTED: 2/19/2019 8:25 AM
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LOGIN: Hafer, Marisa
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FILE: I:\project\eng\2018\18003001SC\Dwg\CDs\18003001SC-SP Rev.dwg
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ECOLOGY
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SURVEYING
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CIVIL & TRANSPORTATION ENGINEERING
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LAKEWOOD RANCH
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ORLANDO
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ST. PETERSBURG
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TAMPA
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GAINESVILLE
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GIS
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LANDSCAPE ARCHITECTURE
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PLANNING
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SUBSURFACE UTILITY ENGINEERING
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18003001SC
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OVERALL SITE PLAN
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1
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27
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15
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Cove Communities
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505 Anclote Blvd
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Tarpon Springs, FL 34689
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(727) 938-3788
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LSS
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2/13/2018
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JJG
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C01
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2/19/2019
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REV PER TRC COMMENTS
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No 57366
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STATE OF
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Page 25: CITY OF TARPON SPRINGS Staff Report · 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s

X X X X

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Fitness Studio: FF 11.00

X X X X X X X X X X X X X X X X X X X X X X X X X

Clubhouse

Community RoomExpansion

New Pool830 sqft

Black fencealong sea-wall

Utility

Paver Deck

X

XX

Pool Area fenceboundary

Covered Entry

New Egress New Egress

38'-0"

24'-0

"6'

-0"

30'-0

"

24'-0"Existing Pool1,362 sqft

ExistingSpa

Unisex

XX

X

X

K-2035-8PINOIRLAVATORY VITREOUS CHINA

M

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(14) Additional Vehicle Stalls

(6) Golf Cart Stalls

(17) Proposed Vehicle Stalls

11'

9' T

YP

19' TYP

19' TYP

9' T

YP

12'

7' TYP

12'

9' TYP

5'

12'

ArtificialTurfCornhole

Game

Plant Pots (Typical)

UpgradedLandscaping

DD

D

GRATETOP = 9.60INV = 4.20

D

NEWSEAWALL

MEET ANDMATCH

30 LF24" RCP

30 LF24" RCP

GRATETOP = 9.50INV = 3.70

GRATETOP = 10.00INV = 4.00

15 LF24" RCP

INV = 3.50

MEET ANDMATCH

LEGEND

PROPOSED CONCRETE

PROPOSED PAVERS

PROPOSED ASPHALT PAVEMENT

PROPOSED GREEN AREA

NEWSEAWALL

(3) Bicycle Stalls

11'

TYP

12'

18' T

YP

10' T

YP 5' TYP

ArtificialTurf

BBQBBQ

Since 1919

George F. Young, Inc. Meadows MHP Phase III

S

W E

N

COMMUNITY CENTER SITE DATA SUMMARY

Total Community Center/

Stormwater Lot Area = 181,445 SF (4.17 Ac.)

Zoning = MHP

EXISTING PROPOSED

Clubhouse: 6160 SF 6930 SF

Health Club: 0 SF 912 SF

Total Building Area: 6160 SF 7842 SF

Pavement: 31,955 SF 35,050 SF

Greenspace: 143,330 SF 138,553 SF

Impervious Surface Ratio (ISR) 0.21 (21%) 0.236 (23.6%)

PARKING : Clubhouse (1 SPACE/250 GFA)= 28 SPACES

Health Club (1 SPACE/150 GFA)=6 SPACES

TOTAL REQUIRED: 34 SPACES

TOTAL PROVIDED: 34 SPACES (INC. 10% (3) BICYCLE)

(31 CAR SPACES, 3 BICYCLE SPACES)

2/19/2019

1

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21.4'
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14.0'
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10.0'
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44.5'
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18.0'
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PAVER DECK
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POOL
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SPA
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COVERED DECK
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SHUFFLE BOARD COURTS (8)
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COVERED
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BLOCK WALL
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WOOD SEAWALL
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CONCRETE WALK
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ROCK RIP-RAP
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9.81'
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9.75'
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10.2'
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12.2'
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GRATE INLET: TOP EL = 8.66' N INV EL = 4.36' S INV EL = 4.34' BOTTOM EL = 3.41'
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GRATE INLET: TOP EL = 8.25' N INV EL = 4.86' S INV EL = 4.83'
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STORAGE SHED
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CONC HEADWALL: TOP EL = 7.54' INV EL = 3.98'
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APPROXIMATE EDGE OF WATER
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SAND BAR
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CONCRETE WALL WITH BARBEQUE GRILL
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DECORATIVE COLUMN WITH LIGHT (TYPICAL)
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24" RCP
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24" RCP
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24" RCP
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6" PVC
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15" RCP
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ELECTRIC TRANSFORMER ON CONCRETE PAD
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EXISTING STRUCTURE
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A/C UNIT ON CONCRETE PAD
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CONCRETE PAD
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9.00'
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10.63'
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ELECTRIC TRANSFORMER ON CONCRETE PAD
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9.94'
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10.55'
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9.22'
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9.28'
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9.15'
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9.21'
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9.44'
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10.56'
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9.73'
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9.37'
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10.00'
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8.79'
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9.02'
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8.93'
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8.73'
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8.48'
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8.30'
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9.15'
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8.70'
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8.44'
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8.64'
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9.28'
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9.98'
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9.91'
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9.23'
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9.06' EP
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10.16'
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10.24'
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9.28'
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8.48'
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10.71'
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8.77' EP
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10.00'
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10.36'
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10.72'
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10.82'
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10.30'
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10.33'
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10.70'
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10.80'
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10.78'
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10.21'
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10.18'
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10.15'
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10.80'
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10.29'
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10.20'
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10.64'
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10.60'
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11.46'
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A/C UNIT ON CONCRETE PAD
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10.5'
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MAIN STREET BERNICE BLVD.
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COVE HOME SALES
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COMMUNITY BULLETIN BOARD
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ADMINISTRATION AND SALES
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10.69'
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10.10'
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10.72'
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10.08'
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10.73'
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10.09'
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SITE TBM #2 SET N&D LB 7343 EL=9.59' (NAVD 1988)
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11.05'
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11.10'
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11.16'
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11.05'
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11.00'
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ONE STORY BUILDING (CLUBHOUSE) 6,160 SQ. FT. FF EL = 10.90' (NAVD 1988)
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BLOCK WALL
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WATER SPIGOT
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A/C UNIT ON CONCRETE PAD
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TOS
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TOB
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TELEPHONE INTERFACE BOX
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TELECOM BOX
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TELEPHONE INTERFACE BOX
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10.1'
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9.7'
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9.40'
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8.4'
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7.9'
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8.93'
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7.4'
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7.5'
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8.9'
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9.6'
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9.9'
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10.0'
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10.2'
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9.9'
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9.5'
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9.11'
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10.2'
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9.9'
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9.85'
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9.54'
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8.8'
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9.1'
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9.8'
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10.1'
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10.0'
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10.0'
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10.3'
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10.8'
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9.7'
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9.3'
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10.0'
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2.4'
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1.8'
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2.0'
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1.6'
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2.9'
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8.3'
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9.7'
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9.81'
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7.65'
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7.50'
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9.80'
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10.55'
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10.19'
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9.78'
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9.80'
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EXISTING STRUCTURE
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EXISTING STRUCTURE
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BOLLARD TYPICAL
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CONCRETE CURB
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8.85'
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9.65'
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9.91'
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9.58'
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9.67'
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8.88'
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7.68'
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7.53'
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9.77'
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7.55'
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7.74'
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6" PVC: W INV EL = 4.80'
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6" PVC: E INV EL = 4.71'
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PAVER DECK
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PAVER DECK
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PLASTIC FENCE
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PLASTIC FENCE
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11.14'
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11.00'
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10.55'
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10.69'
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10.76'
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(4) A/C UNITS
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(2) A/C UNITS
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9.98'
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10.19'
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10.24'
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10.34'
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11.31'
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10.46'
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7.53'
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7.45'
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7.37'
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7.70'
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7.97'
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7.96'
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8.70'
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8.69'
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7.55'
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8.37'
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7.77'
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7.93'
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7.85'
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7.77'
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7.92'
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7.86'
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3.6'
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10.86'
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10.75'
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10.88'
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COLUMN (TYPICAL)
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STEPS
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DECORATIVE COLUMN
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LANDSCAPE DRAIN GRATE
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7.70'
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7.43'
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7.55'
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7.67'
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8.31'
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10.54'
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10.60'
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9.03'
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LANDSCAPE
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AREA
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LANDSCAPE AREA
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LANDSCAPE
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AREA
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CONCRETE SEAWALL
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NO SWIMMING
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10.98'
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10.90'
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10.89'
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10.77'
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10.98'
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10.88'
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10.98'
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10.90'
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10.89'
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10.87'
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5' METAL FENCE
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10.66'
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5' METAL FENCE
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COVERED GAZEBO
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13.76'
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10.71'
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13.72'
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11.33'
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13.63'
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13.54'
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10.79'
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12.37'
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10.81'
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10.49'
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OUTDOOR SHOWER
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BLOCK WALL
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BLOCK WALL
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5' PLASTIC FENCE
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GATE
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GATE
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10.89'
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10.84'
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10.91'
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STEPS
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12.31'
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10.78'
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8.32'
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9.03'
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7.68'
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8.46'
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8.25'
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9.8'
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9.96'
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UNDERGROUND GAS TANK LID
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10.52'
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7.50'
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7.48'
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10.33'
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7.49'
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9.70'
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7.60'
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7
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11
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ASPHALT DRIVE
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CONCRETE WALK
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ASPHALT DRIVE & PARKING
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BLOCK WALL
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SITE TBM #3 SET N&D LB 7343 EL=7.54' (NAVD 1988)
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OUTDOOR COUNTER AND SINK
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T
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b
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b
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b
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b
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b
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LP
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POOL
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SPA
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BERNICE BLVD.
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GRATE INLET
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1-1/2" BFPD
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98
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T
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b
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b
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b
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b
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b
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LP
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POOL
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SPA
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BERNICE BLVD.
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GRATE INLET
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1-1/2" BFPD
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98
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S
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6.0'
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5.3'
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6.0'
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14.0'
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42.3'
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4.0'
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50.0'
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4.0'
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40.0'
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40.1'
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40.0'
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10.0'
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14.4'
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8.0'
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21.4'
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8.0'
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14.0'
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10.0'
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44.5'
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18.0'
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PAVER DECK
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POOL
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SPA
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COVERED DECK
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SHUFFLE BOARD COURTS (8)
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COVERED
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BLOCK WALL
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WOOD SEAWALL
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CONCRETE WALK
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ROCK RIP-RAP
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9.81'
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9.75'
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10.2'
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12.2'
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GRATE INLET: TOP EL = 8.66' N INV EL = 4.36' S INV EL = 4.34' BOTTOM EL = 3.41'
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GRATE INLET: TOP EL = 8.25' N INV EL = 4.86' S INV EL = 4.83'
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STORAGE SHED
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CONC HEADWALL: TOP EL = 7.54' INV EL = 3.98'
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APPROXIMATE EDGE OF WATER
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SAND BAR
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CONCRETE WALL WITH BARBEQUE GRILL
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DECORATIVE COLUMN WITH LIGHT (TYPICAL)
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24" RCP
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24" RCP
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24" RCP
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6" PVC
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15" RCP
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ELECTRIC TRANSFORMER ON CONCRETE PAD
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EXISTING STRUCTURE
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A/C UNIT ON CONCRETE PAD
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CONCRETE PAD
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9.00'
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10.63'
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ELECTRIC TRANSFORMER ON CONCRETE PAD
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9.94'
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10.55'
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9.22'
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9.28'
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9.15'
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9.21'
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9.44'
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10.56'
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9.73'
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9.37'
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10.00'
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8.79'
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9.02'
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8.93'
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8.73'
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8.48'
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8.30'
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9.15'
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8.70'
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8.44'
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8.64'
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8.61'
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9.28'
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8.92'
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8.51'
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8.42'
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9.2'
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9.5'
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10.05'
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9.55'
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9.76'
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9.98'
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9.62'
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9.91'
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9.23'
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9.06' EP
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10.16'
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10.24'
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9.28'
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8.48'
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10.71'
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10.71'
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8.77' EP
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10.00'
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10.36'
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10.72'
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10.82'
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10.30'
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10.33'
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10.70'
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10.80'
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10.78'
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10.21'
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10.18'
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10.15'
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10.80'
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10.29'
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10.20'
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10.64'
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10.60'
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11.46'
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A/C UNIT ON CONCRETE PAD
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10.5'
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MAIN STREET BERNICE BLVD.
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COVE HOME SALES
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COMMUNITY BULLETIN BOARD
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ADMINISTRATION AND SALES
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10.69'
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10.10'
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10.72'
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10.08'
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10.73'
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10.09'
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SITE TBM #2 SET N&D LB 7343 EL=9.59' (NAVD 1988)
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11.05'
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11.10'
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11.16'
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11.05'
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11.00'
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ONE STORY BUILDING (CLUBHOUSE) 6,160 SQ. FT. FF EL = 10.90' (NAVD 1988)
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BLOCK WALL
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WATER SPIGOT
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A/C UNIT ON CONCRETE PAD
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TOS
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TOB
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TELEPHONE INTERFACE BOX
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TELECOM BOX
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TELEPHONE INTERFACE BOX
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10.1'
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9.7'
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9.40'
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8.4'
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7.9'
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8.93'
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7.4'
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7.5'
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8.9'
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9.6'
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9.9'
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10.0'
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10.2'
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9.9'
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9.5'
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9.11'
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10.2'
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9.9'
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9.85'
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9.54'
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8.8'
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9.1'
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9.8'
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10.1'
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10.0'
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10.0'
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10.3'
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10.8'
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10.5'
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10.0'
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9.7'
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9.3'
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9.4'
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9.3'
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10.0'
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2.4'
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1.8'
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1.4'
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2.0'
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1.6'
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1.3'
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2.9'
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8.3'
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9.7'
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9.4'
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9.5'
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9.1'
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8.6'
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10.6'
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10.7'
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10.9'
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10.8'
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10.8'
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10.7'
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10.7'
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10.5'
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10.6'
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10.1'
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10.0'
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10.0'
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10.5'
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3.0'
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2.8'
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3.1'
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3.4'
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3.9'
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6.0'
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6.6'
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6.9'
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8.0'
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6.3'
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6.5'
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5.5'
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4.2'
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4.9'
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10.3'
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7.1'
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3.9'
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1.7'
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1.9'
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1.2'
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2.5'
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2.0'
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10.54'
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9.81'
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1.0'
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1.0'
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1.9'
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7.65'
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7.50'
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9.80'
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10.55'
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10.19'
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9.78'
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9.80'
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EXISTING STRUCTURE
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EXISTING STRUCTURE
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EXISTING STRUCTURE
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BOLLARD TYPICAL
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CONCRETE CURB
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8.85'
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9.65'
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9.91'
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9.58'
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9.67'
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8.88'
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7.68'
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7.53'
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9.77'
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7.55'
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7.74'
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6" PVC: W INV EL = 4.80'
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6" PVC: E INV EL = 4.71'
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PAVER DECK
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PAVER DECK
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PLASTIC FENCE
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PLASTIC FENCE
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11.14'
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11.00'
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10.55'
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10.69'
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10.76'
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(4) A/C UNITS
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(2) A/C UNITS
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9.98'
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10.19'
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10.24'
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10.34'
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11.31'
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10.46'
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7.53'
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7.45'
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7.37'
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7.70'
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7.97'
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7.96'
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8.70'
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8.69'
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7.55'
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8.37'
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7.77'
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7.93'
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7.85'
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7.77'
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7.92'
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7.86'
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3.6'
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10.86'
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10.75'
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10.88'
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COLUMN (TYPICAL)
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STEPS
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DECORATIVE COLUMN
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LANDSCAPE DRAIN GRATE
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7.70'
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7.43'
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7.55'
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7.67'
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8.31'
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10.54'
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10.60'
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9.03'
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LANDSCAPE
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AREA
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LANDSCAPE AREA
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LANDSCAPE
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AREA
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CONCRETE SEAWALL
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NO SWIMMING
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10.98'
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10.90'
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10.89'
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10.77'
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10.98'
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10.88'
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10.98'
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10.90'
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10.89'
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10.87'
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5' METAL FENCE
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10.66'
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5' METAL FENCE
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COVERED GAZEBO
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13.76'
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10.71'
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13.72'
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11.33'
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13.63'
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13.54'
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10.79'
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12.37'
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10.81'
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10.49'
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OUTDOOR SHOWER
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BLOCK WALL
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BLOCK WALL
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5' PLASTIC FENCE
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GATE
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GATE
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10.89'
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10.84'
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10.91'
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STEPS
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12.31'
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10.78'
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8.32'
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9.03'
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7.68'
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8.46'
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8.25'
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9.8'
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9.96'
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UNDERGROUND GAS TANK LID
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10.52'
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7.50'
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7.48'
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10.33'
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7.49'
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9.70'
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7.60'
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7
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11
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ASPHALT DRIVE
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CONCRETE WALK
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ASPHALT DRIVE & PARKING
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BLOCK WALL
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SITE TBM #3 SET N&D LB 7343 EL=7.54' (NAVD 1988)
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OUTDOOR COUNTER AND SINK
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BERNICE BLVD.
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0
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10
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5
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10
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SCALE: 1" = 10'
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PHONE (727) 822-4317 FAX (727) 822-2919 WWW.GEORGEFYOUNG.COM
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299 DR. MARTIN LUTHER KING JR. STREET. N. ST. PETERSBURG, FLORIDA 33701
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JOB NO.
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LOGIN:
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FILE:
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SCALE
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QUALITY CHK
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DRAWN
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DESIGN
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INITIALS
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REVISED
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NO.
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DATE
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SECTION , TOWNSHIP S., RANGE E.
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SHEET NO.
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PREPARED FOR:
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DATE
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ENGINEERING CERTIFICATE OF AUTHORIZATION NUMBER 21
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PLOTTED: 2/19/2019 8:28 AM
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LOGIN: Hafer, Marisa
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FILE: I:\project\eng\2018\18003001SC\Dwg\CDs\18003001SC-SP Rev.dwg
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ECOLOGY
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SURVEYING
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CIVIL & TRANSPORTATION ENGINEERING
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LAKEWOOD RANCH
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ORLANDO
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ST. PETERSBURG
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TAMPA
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GAINESVILLE
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No.
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NO.
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BY
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REVISED
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GIS
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LANDSCAPE ARCHITECTURE
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PLANNING
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SUBSURFACE UTILITY ENGINEERING
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18003001SC
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COMMUNITY CENTER SITE PLAN
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1
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27
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15
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Cove Communities
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505 Anclote Blvd
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Tarpon Springs, FL 34689
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(727) 938-3788
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LSS
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2/13/2018
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JJG
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C02
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-
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2/13/2018
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MH
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2/19/2019
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REV PER TRC COMMENTS
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No 57366
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STATE OF
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Page 26: CITY OF TARPON SPRINGS Staff Report · 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s

REVISIONNO. DATE BY

THE MEADOWS CLUBHOUSE

IN

PINELLAS COUNTY, FLORIDA

SURVEYOR'S CERTIFICATE:

DATE

SURVEY VALID ONLY TO THE DATE OF FIELD SURVEY SHOWN HEREON. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A

FLORIDA LICENSED SURVEYOR AND MAPPER.

WALTER J. SMITH

FLORIDA CERTIFICATE NO. 4807 PROFESSIONAL SURVEYOR AND MAPPER

CERTIFIED TO:

I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY MEETS THE APPLICABLE "STANDARDS OF

PRACTICE FOR LAND SURVEYING" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL

SURVEYORS AND MAPPERS IN CHAPTER 5J-17, PURSUANT TO SECTION 472.027, FLORIDA STATUES.

12/31/2018

ESP ASSOCIATES FL, INC.

518 13TH ST. W.

BRADENTON, FLORIDA 34205

PHONE: 941-345-5451

WWW.ESPASSOCIATES.COM

PROFESSIONAL SURVEYORS AND MAPPERS

LB. #7343

Date of Field Survey: 12/13/2018

Page:

Drawn By: RLW

Checked By: RLW

Project No.: GX06.800.000

Date: 12/19/2018

Scale: 1"=20'

Field Book:

COVE COMMUNITIES

IRON ROD (IR) FOUND SIZE NOTED

IRON PIPE (IP) FOUND

CONCRETE MONUMENT (CM) FOUND

NAIL & DISK FOUND

LICENSED BUSINESS

LICENSED SURVEYOR

PROFESSIONAL SURVEYOR & MAPPER

PARCEL IDENTIFICATION NUMBER

TOP OF BANK

TOE OF SLOPE

INVERT ELEVATION

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

LB

LS

PSM

PID

TOB

TOS

INV

PVC

RCP

TELEPHONE PEDESTAL

BACKFLOW PREVENTER

LIGHT POLE

SANITARY MANHOLE

VERIZON VAULT

CABLE PEDESTAL

WOOD UTILITY POLE

GAS PEDESTAL

WATER METER

GAS LINE MARKER

MAIL BOX

ELECTRIC METER

FIRE HYDRANT

WATER VALVE

SANITARY CLEANOUT

CONCRETE (CONC)

STORM MANHOLE

PAVERS

HANDICAP PARKING

NUMBER OF PARKING

SPACES

ASPHALT PAVEMENT

LEGEND:

BENCHMARK

TEMPORARY BENCHMARKTBM

TELEPHONE MANHOLE

SPOT ELEVATION

NAIL & DISK SET

OFFICIAL RECORDS BOOKORB

POINT OF CURVATUREPC

POINT OF TANGENCYPT

RIGHT-OF-WAYR/W

MITERED END SECTION

1. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO ESTABLISH

ELEVATIONS AROUND AND THE CLUBHOUSE AND THE SEAWALL.

2. HORIZONTAL DATA SHOWN HEREON IS BASED THE FLORIDA STATE

PLANE COORDINATE SYSTEM (NAD 83/2011 ADJUSTMENT) UTILIZING

A GPS NETWORK FROM BOTH FPRN AND TRIMBLE VRS NETWORKS.

3. VERTICAL DATA SHOWN HEREON IS BASED ON NGS BENCHMARK

DESIGNATION S 761, WITH A PUBLISHED ELEVATION OF 11.46 (NAVD

1988) AND REFERENCED WITH A GPS NETWORK FROM BOTH FPRN

AND TRIMBLE VRS NETWORKS. ON-SITE TEMPORARY BENCHMARKS

WERE SET IN THE PAVEMENT ON BERNICE BOULEVARD AS SHOWN

ON SURVEY AND AS FOLLOWS:

TBM #1: NAIL & DISK IN ASPHALT - ELEVATION = 8.79 FEET

TBM #2: NAIL & DISK IN ASPHALT - ELEVATION = 9.59 FEET

TBM #3: NAIL & DISK IN SIDEWALK - ELEVATION = 7.54 FEET

4. ALL UTILITIES SHOWN WERE LOCATED FROM SURFACE EVIDENCE.

5. THE INFORMATION DEPICTED ON THIS TOPOGRAPHIC SURVEY

REPRESENTS THE RESULT OF A SURVEY PERFORMED ON THE

INDICATED DATE AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS AT THAT TIME.

6. BOUNDARY INFORMATION SHOWN HEREON IS FOR INFORMATIONAL

PURPOSES ONLY. BOUNDARY SURVEY PROVIDED BY CLIENT;

PERFORMED BY DEUEL ASSOCIATES, FIELD DATE OF AUGUST 9,

2017.

SURVEYORS REPORT AND NOTES:

TOPOGRAPHIC SURVEY

FOR

THE MEADOWS CLUBHOUSE

7

Page 27: CITY OF TARPON SPRINGS Staff Report · 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s

Michigan3400 Auburn Rd, Suite 200Auburn Hills, MI 48326+1 248.622.4035

Florida14055 Riveredge Dr, Suite 460Tampa, FL 33637+1 813.466.3310

Minnesota6500 City West Pkwy, Suite 300Eden Prairie, MN 55344+1 612.607.1105

www.fieldstoneae.com

Project Title

Sheet Title

Issued for:Date

Sheet No.

© F i e l d s t o n e A & E , L L CDO NOT SCALE DRAWINGS

COVE COMMUNITIES"THE MEADOWS"FITNESS BUILDING

C:\U

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8,9:

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A0.1

Job No.

1848402.100

1 10-25-18 Gen 1

2 12-11-18 Gen 2

-- -- --

-- -- --

-- -- --

Cove Communities4350 E. Camelback Road, A-100Phoenix, AZ 85018+1 480.423.5700

www.covecommunities.com

COVER SHEET ANDINDEX

NOENCLOSED

INTERNAL PRESSURE COEFFICIENT +/-0.18ROOF LIVE LOADS 20 PSF

ROOF DEAD LOADSTILE ROOF TOP CHORD 15 PSFBOTTOM CHORD 10 PSF

A0.1 COVER SHEET AND INDEX

A2.1A3.1 BUILDING SECTIONS AND DETAILS

STRUCTURAL

CONSTRUCTION TYPE VB CLASS C ROOF ASSEMBLY

TOTAL STRUCTURE AREA:

ENCLOSED BUILDING AREA:COVERED OUTDOOR AREA:

FLORIDA ENERGY CONS CODE

2017 ED.2017 ED.2017 ED.

140

150

140

150

140

150

160

170

180

180

170

160

150

140

120

130 120 115

115 130

STRUCTURE ACTUAL HEIGHT (TO HIGHEST POINT): 15'-4"±, 1 STORY

FLORIDA FIRE PREVENTION CODEFLORIDA BUILDING CODENATIONAL ELECTRIC CODE

2017 ED.2014

A1.1

COVER SHEET ANDINDEX

ARCHITECTURAL MECHANICAL / ELECTRICALRISK CATEGORY l l

PARKING AND ACCESSIBLE ROUTE

ADA, FBC or NONEITEM:FITNESS BLDG

RESIDENTIAL BUILDINGS (NOT IN SCOPE) SEPARATE PERMITS

144 SQ. FT.912 SQ. FT.

1,056 SQ. FT.

(NOT IN SCOPE) ADA AND FBC CHAPTER 11

ADA AND FBC CHAPTER 11DESIGN WIND VELOCITY

EXPOSUREWIND BORNE DEBRIS REGION

150 MPH"C"

YES

IMPACT GLASSHURRICANE SHUTTERS

YESNO

STRUCTURE TYPE ENCLOSED

INTERNAL PRESSURE COEFFICIENT +/-0.18ROOF LIVE LOADS 20 PSF

ROOF DEAD LOADSTILE ROOF TOP CHORD 15 PSFBOTTOM CHORD 10 PSF

A0.1 COVER SHEET AND INDEX

A2.1 EXTERIOR ELEVATIONSA3.1 BUILDING SECTIONS AND DETAILS

STRUCTURAL

COVE COMMUNITIES"THE MEADOWS"

AMENITY - FITNESSTARPON SPRINGS, FLORIDA

DRAWING INDEX

BUILDING DATA

DRAWING HISTORY

1

BUILDING CRITERIA

FLORIDA MECHANICAL CODEFLORIDA PLUMBING CODE

STRUCTURE ACTUAL HEIGHT (TO MEAN ROOF POINT):

BUILDING, OCCUPANCY CLASSIFICATION:

ALLOWABLE BUILDING AREA PER FBC TABLE 506.2:

BUILDING USE:1 STORY, ASSEMBLY

(A-3) FITNESS CENTER

12'-7"±, 1 STORY

ALLOWABLE HEIGHT: 40'-0", 1 STORY

ALLOWABLE HEIGHTS AND BUILDING AREASFROM FLORIDA BUILDING CODE

CONSTRUCTION TYPE: VB - UNPROTECTED - NON-SPRINKLERED

CONSTRUCTION TYPE VB CLASS C ROOF ASSEMBLY

TOTAL STRUCTURE AREA:

ENCLOSED BUILDING AREA:COVERED OUTDOOR AREA:

CLASS C ROOF ASSEMBLIES ARE THOSE THAT ARE EFFECTIVE AGAINST LIGHT FIRE-TESTEXPOSURE. CLASS C ROOF ASSEMBLIES AND ROOF COVERINGS SHALL BE LISTED ANDIDENTIFIED AS CLASS C BY AN APPROVED TESTING AGENCY

IN ACCORDANCE WITH FLORIDA STATUTE, A THRESHOLD BUILDING IS ANY BUILDING WHICHIS ONE OR MORE OF THE FOLLOWING:

1. GREATER THAN THREE (3) STORIES, OR2. GREATER THAN 50' IN HEIGHT, OR3. HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION THAT EXCEEDS 5,000 SQUARE FEET

AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS

FLORIDA ENERGY CONS CODE

INTERIOR WALL & CEILING FINISHES SHALL MEET CLASS B & CLASS C SPECIFICATIONS PERTABLE 803.9. INTERIOR FLOORING FINISHES SHALL COMPLY WITH SECTION 804.DOCUMENTATION SHALL BE PROVIDED TO THE FIRE MARSHAL'S OFFICE PRIOR TOCERTIFICATE OF OCCUPANCY, AS REQUIRED.

LOCATION MAPVICINITY MAP

140

150

140

150

140

150

160

170

180

180

170

160

150

140

120

130 120 115

115 130

STRUCTURE ACTUAL HEIGHT (TO HIGHEST POINT):

6,000 SQ. FT.

FLORIDA FIRE PREVENTION CODEFLORIDA BUILDING CODENATIONAL ELECTRIC CODE

2017 ED.

RISK CATEGORY II

WIND-BORNE DEBRIS REGION

DESIGNATED AREAS

WHERE BASIC WIND SPEED

IS 140 MPH OR GREATER.

130 MPH AND WITHIN 1 MILE

OF THE COAST.

PINELLAS COUNTYFLORIDA

A1.1 FLOOR AND ROOF PLANS

"THE MEADOWS" TARPON SPRINGS,

PINELLAS COUNTY, FL

VB - UNPROTECTED - UNSPRINKLED"A-3" - ASSEMBLY

0 HR.

0 HR.0 HR.

0 HR.NON BEARING WALLS AND PARTITIONS (EXTERIOR > 30'-0") (table 602)

PRIMARY STRUCTURAL FRAME (table 601)FIRE PROTECTION USEFIRE PROTECTION APPLICATION

FLOOR CONSTRUCTION AND ASSOCIATED MEMBERS (table 601)

BEARING WALLS (EXTERIOR) (table 601) (INTERIOR) (table 601)

0 HR.

0 HR.

(INTERIOR) (table 601)

ROOF CONSTRUCTION AND ASSOCIATED MEMBERS (table 601) 0 HR.NO LIMITEXTERIOR WALL PERCENTAGE OF OPENINGS (>30' per table 705.8)

10-25-18 GEN 1 OWNER REVIEW

THRESHOLD BUILDING (SEE DEFINITION BELOW) NO

2

12-11-18 GEN 2 OWNER REVIEW

AutoCAD SHX Text
ROOF COVERING CLASSIFICATION
AutoCAD SHX Text
THRESHOLD BUILDING
AutoCAD SHX Text
INTERIOR FINISHES
AutoCAD SHX Text
CODES APPLIED
AutoCAD SHX Text
ENGINEERING CRITERIA
AutoCAD SHX Text
CLASSIFICATION / FIRE PROTECTION
AutoCAD SHX Text
ALLOWABLE HEIGHT AND AREA
AutoCAD SHX Text
ACCESSIBILITY REQUIREMENTS
AutoCAD SHX Text
ROOF COVERING CLASSIFICATION
AutoCAD SHX Text
THRESHOLD BUILDING
AutoCAD SHX Text
INTERIOR FINISHES
Page 28: CITY OF TARPON SPRINGS Staff Report · 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s

0'-0"FIN FLOOR ELEV

8'-8"BOTTOM OF BEAM

10'-0"TOP OF WALL

12'-7"±APPROX MEAN ROOF HT

15'-7"±APPRX MAX ROOF HT

A3.1A

ROOF TILE PER SPEC OVER SELF ADHERINGMEMBRANE UNDERLAYMENT INSTALLED AS PERMANUFACTURER'S INSTRUCTIONS. ROOF FINISHAPPLICATIONS TO COMPLY WITH FRSACONCRETE & CLAY ROOF TILE INSTALLATIONMANUAL SYSTEM ONE ROOFING STANDARDS

5/8" STUCCO (TYP)

APPROX FINISHEDGRADE

124

124

RAISED STUCCOBANDING

8'-8

"

0'-0"FIN FLOOR ELEV

8'-8"BOTTOM OF BEAM

10'-0"TOP OF WALL

12'-7"±APPROX MEAN ROOF HT

15'-7"±APPRX MAX ROOF HT

1'-4

"

10'-0

"

15'-7

A3.1

B

ROOF TILE PER SPEC OVER SELF ADHERINGMEMBRANE UNDERLAYMENT INSTALLED AS PERMANUFACTURER'S INSTRUCTIONS. ROOF FINISHAPPLICATIONS TO COMPLY WITH FRSACONCRETE & CLAY ROOF TILE INSTALLATIONMANUAL SYSTEM ONE ROOFING STANDARDS

APPROX FINISHEDGRADE

124

5/8" STUCCO (TYP)

124

8'-8

"

0'-0"FIN FLOOR ELEV

8'-8"BOTTOM OF BEAM

10'-0"TOP OF WALL

12'-7"±APPROX MEAN ROOF HT

15'-7"±APPRX MAX ROOF HT

1'-4

"

10'-0

"

15'-7

A3.1B

ROOF TILE PER SPEC OVER SELF ADHERINGMEMBRANE UNDERLAYMENT INSTALLED AS PERMANUFACTURER'S INSTRUCTIONS. ROOF FINISHAPPLICATIONS TO COMPLY WITH FRSACONCRETE & CLAY ROOF TILE INSTALLATIONMANUAL SYSTEM ONE ROOFING STANDARDS

APPROX FINISHEDGRADE

124

124

5/8" STUCCO (TYP)

RAISED STUCCOBANDING

0'-0"FIN FLOOR ELEV

10'-0"TOP OF WALL

12'-7"±APPROX MEAN ROOF HT

15'-7"±APPRX MAX ROOF HT

10'-0

"

15'-7

A3.1A

ROOF TILE PER SPEC OVER SELF ADHERINGMEMBRANE UNDERLAYMENT INSTALLED AS PERMANUFACTURER'S INSTRUCTIONS. ROOF FINISHAPPLICATIONS TO COMPLY WITH FRSACONCRETE & CLAY ROOF TILE INSTALLATIONMANUAL SYSTEM ONE ROOFING STANDARDS

5/8" STUCCO (TYP)

APPROX FINISHEDGRADE

124 12

4

RAISED STUCCO BANDING

Michigan3400 Auburn Rd, Suite 200Auburn Hills, MI 48326+1 248.622.4035

Florida14055 Riveredge Dr, Suite 460Tampa, FL 33637+1 813.466.3310

Minnesota6500 City West Pkwy, Suite 300Eden Prairie, MN 55344+1 612.607.1105

www.fieldstoneae.com

Project Title

Sheet Title

Issued for:Date

Sheet No.

© F i e l d s t o n e A & E , L L CDO NOT SCALE DRAWINGS

COVE COMMUNITIES"THE MEADOWS"FITNESS BUILDING

C:\U

sers

\bpe

ak\a

ppda

ta\lo

cal\t

emp\

AcP

ublis

h_16

08\C

ove

Mea

dow

s_G

en2.

dwg,

Plo

t Dat

e: T

uesd

ay ,

Dec

embe

r 11

, 201

8,9:

37 A

M, P

lotte

d B

y:bp

eak

A2.1

Job No.

1848402.100

1 10-25-18 Gen 1

2 12-11-18 Gen 2

-- -- --

-- -- --

-- -- --

Cove Communities4350 E. Camelback Road, A-100Phoenix, AZ 85018+1 480.423.5700

www.covecommunities.com

EXTERIORELEVATIONS

24x36 SCALE:

FRONT ELEVATION1/4" = 1'-0"1

24x36 SCALE:

REAR ELEVATION1/4" = 1'-0"2

24x36 SCALE:

RIGHT SIDE ELEVATION1/4" = 1'-0"3

24x36 SCALE:

LEFT SIDE ELEVATION1/4" = 1'-0"4

Page 29: CITY OF TARPON SPRINGS Staff Report · 1. The application is found to be consistent with the City’s Comprehensive Plan, 2. The application is found to be compliance with the City’s