FLD2011-09033; 2565 COUNTRYSIDE BLVD #1; ROSS DRESS FOR LESS ,
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2565 COUNTRYSIDE BLVD 1
Date Received: 9/20/2011 11 :04:21 AM
Ross Dress for Less
ZONING DISTRICT: Commercial
LAND USE: Commercial General
ATLAS PAGE: 221B
PLANNER OF RECORD: ESC
PLANNER: Ellen Crandall, Planner II
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CDB Meeting Date: November 15, 2011
Case Number: FLD2011-09033
Agenda Item: D.6.
Owner: W R I Countryside Centre, LLC
Applicant: W R I Countrvside Centre, LLC
Representative: Da1e Menninger
Address: 2539-2569 Countryside Boulevard
CITY OF CLEARWATER
PLANNING AND DEVELOPMENT DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
REQUEST: Flexible Development application to permit an additional 4,596
square feet to an existing 240,969 square feet Retail Sales and
Service use in the Commercial (C) District with a lot area of
722,886 square feet, a lot width of 945 feet (along Village Drive),
a building height of 33 feet, a front setback (along Village Drive)
of 5.2 feet (to proposed pavement), and 3.66 parking spaces per
1,000 feet of floor area as a Comprehensive Infill Redevelopment
Project under the provisions of Community Development Code
Sections 2-704.C, with a reduction to the perimeter landscape
buffer along Village Drive from 15 feet to 5.2 feet, a reduction to
the foundation landscape from five feet to zero feet for existing
buildings, to allow more than 15 parking spaces in a row without
an interior landscape island, to allow interior landscape islands of
less than 150 square feet and less than eight feet in width from
back of curb to back of curb as a Comprehensive Landscape
Program under the provisions of Community Development Code
Section 3-1202.G.
ZONING: Commercial (C) District
LAND USE PLAN
CATEGORY: Commercial General (CG)
PROPERTY USE: Current: Retail Sales and Restaurant
Proposed: Retail Sales and Restaurant
EXISTING North: Commercial (C) District
SURROUNDING Retail Sales and Restaurant
ZONING AND USES: South: Commercial (C) District
Retail Sales and Restaurant
East: Medium High Density Residential (MHDR) District
Attached Dwellings
West: Commercial (C) District, Office (0) District
Retail Sales and Restaurant
Community Development Board—November 15,2011
FLD2011-09033—Page 1 of I 1
ANALYSIS:
Site Location and Existing Conditions:
The 16.6-acre subject property, located south of Countryside Boulevard between U.S. Highway
19 and Village Drive, consists of one parcel and has the zoning designation of Commercial (C)
District with an underlying future land use plan category of Commercial General (CG).
The property is bordered on its east side by attached dwellings (Inverness Condominiums); and
on the north, south and west by retail sales and restaurants.
The subject property is developed as an open plaza (Countryside Plaza} composed of multiple
parcels and out parcels, however this development is only affecting one parcel and only this
specific parcel is being reviewed. The proposed Ross expansion will encompass multiple
existing tenants and expand new floor area to the east. Overall the expansion will be located at
the southeast portion of the parcel. The Countryside Plaza site is now constrained by U.S
Highway 19 to the west, Village Drive to the east, Countryside Boulevard to the north and a
office development to the south. Without the ability to expand beyond its current borders,
redevelopment of the existing site is the only option to improve the Countryside Plaza.
Development Proposal:
On September l, 2011, a Comprehensive Infill Redevelopment Project application was
submitted to expand the existing open plaza as follows:
■ Construct a one-story addition encompassing existing tenant spaces and expanding to the
south-east side with an increase of 4,596 square feet;
■ Reconfigure, remove, and realign parking spaces reducing the parking ratio from 3.88 to 3.66
spaces per 1,000 square feet of gross floor area;
■ Remove several existing landscape islands and reduce buffers while providing new
landscaping areas and increasing the interior landscaping island from 10.3 percent to 112
percent and providing new enhanced landscaping on the frontage of Village Drive along the
pond banks.
The only building improvements that will take place are located on the southeast portion of the
Plaza. The proposed addition will be attached to the existing plaza and will add an additional
4,596 square feet of gross floor area. The building addition will have a setback of 78 feet from
Village Drive. Two additional dumpsters are proposed and will be within landscaped masonry
enclosures which match the building farade. The wall will be landscaped to screen the loading
area in a similar fashion to the existing Home Goods loading area.
Regarding the architecture of the proposed addition, the western fa�ade is the main entrance and
will have columns with cast stone cap and a tiered parapet. The eastern farade is the service and
loading area and will be screened by an 11.16 foot tall wall which will be an extension of the
fa�ade architecture.
The development proposal's compliance with the various development standards of the
Community Development Code (CDC)is discussed below.
Community Development Board—November 15,2011
FLD2011-09033—Page 2 of 11
Floor Area Ratio (FARZ Pursuant to the Countywide Plan Rules for the Commercial General
(CG} land use category and CDC Section 2-701.1, the maximum allowable FAR is 0.55. The
existing development along with the proposed addition will result in an FAR of 0.34.
Impervious Surface Ratio (ISR� Pursuant to CDC Sections 2-701.1 and 2-1201.1, the maximtun
allowable ISR within the CG land use plan categories is 0.90. The proposed ISR is 0.78 which is
less than what may be permitted based upon the above Code provisions.
Minimum Lot Area and Width: Pursuant to CDC Tables 2-704 and 2-1204, there is no minimum
required lot area or lot width for a Comprehensive Infill Redevelopment Project. However, for a
point of comparison, the minimum lot area requirement for retail sales in the Commercial (C)
District is 10,000 square feet. The existing lot area for the subject property is 722,886 square feet
(16.6 acres). For comparative purposes, the minimum lot width requirement for retail sales in
the C District is 100 feet. The lot width along Village Drive is 945 feet, along Countryside
Boulevard it is 484 feet and along US Highway 19 it is 33 feet. The development proposal
exceeds these comparative Code provisions for restaurants and retail sales.
Minimum Setbacks: Pursuant to CDC Tables 2-704 and 2-1204, there are no minimum setback
requirements for a Comprehensive Infill Redevelopment Project. However, for a point of
comparison, the minimum setback requirements for retail sales in the C Districts are front
setbacks of 15 —25 feet and side setbacks of 0— 10 feet.
Regarding structural setbacks, all buildings greatly exceed the setback requirements. The closest
building to the front (east) is setback 78 feet from Village Drive.
Regarding existing pavement setbacks, the pavement on the front (east) is setback 5.2 at the
closest point. This reduction in front setback is to accommodate existing and proposed parking
stalls. The existing 5.2 foot front setback is proposed to expand to accommodate additional
parking stalls. As the plaza is already reducing their parking to 3.6 per 1,000 feet of floor area
and the site is constrained by three road frontages, staff has no objections to the proposed
setbacks.
Maximum Building Hei�ht: Pursuant to CDC Tables 2-704 and 2-1204, there is no m�imum
allowable height for a Comprehensive Infill Redevelopment Project. However, for a point of
comparison, the allowable building height for retail sales in the C District ranges from 25-50
feet. The proposed structure will have a maximum building height of 33 feet to top of parapet.
Minimum Off-Street Parkin�: Pursuant to CDC Tables 2-704 and 2-1204, the minimum required
parking for a Comprehensive Infill Redevelopment Project is determined by the Community
Development Coordinator based on the specific use and/or ITE Manual standards. However, for
a point of comparison the off-street parking requirement for retail sales and indoor recreation and
entertainment in the C District is 5 spaces per 1,000 square feet of gross floor area. Based upon
the above and the proposed 245,565 square feet of gross floor area the site would require 1,228
parking spaces. The provided parking demand study supports a parking reduction to 3.66 parking
spaces per 1,000 square feet of gross floor area. The proposal includes a total of 899 parking
spaces.
Community Development Board—November 15,2011
FLD2011-09033—Page 3 of 11
The applicant has submitted a Parking Study to justify the proposed number of off-street parking
spaces. The applicant's consultant studied the existing 240,969 square foot shopping plaza with
934 parking spaces (3.88 spaces/tgsf}. The hours of operation for the studied location were
between 11 am— 7 pm daily. This study found the weekday peak hour to be between 12 pm and
1 pm and the weekend peak hour to be Saturday from 1 pm and 2 pm. During the peak weekday
hour 456 spaces were occupied which is 2.98 spaces per thousand feet of floor area. During the
peak weekend hours 525 spaces were occupied which calculates to 3.43 spaces per thousand feet
of floor area. It determined that a parking ratio of 3.66 per 1,000 square feet of floor area was
adequate to serve the proposed 245,565 building. The site will have a total of 899 parking
spaces.
Si�ht Visibilit,y Trian�es: Pursuant to CDC Section 3-904.A, to minimize hazards at the existing
driveways, no structures or landscaping may be installed which will obstruct views at a level
between 30 inches above grade and eight feet above grade within 20-foot sight visibility
triangles. The proposal was reviewed by the City's Traffic Engineering Department and found
to be acceptable.
Landscapin�: Further complicating the redevelopment efforts is the fact that the current
landscape standards are more stringent now than when the site developed; therefore, the existing
site does not fully comply with the current landscape code requirements.
Pursuant to CDC Section 3-1202.D.1, perimeter landscape buffers of 15 feet are required for all
street frontages. Parking is critical to have a successful plaza; therefore, to provide for the
parking ratio of 3.66 parking spaces per 1,000 square feet of floor area no parking spaces can be
removed. A substantial number of parking spaces would have to be removed to meet the
landscape buffer requirements.
Pursuant to CDC Section 3-1202.E.1, ten percent of the gross vehicular use area must be
provided as landscape islands a minimum of 150 square feet in size and shall be designed so that
no more than 15 parking spaces are in a row. The site is proposing to increase the total interior
landscape island from 10.3 percent to 112 percent of the vehicular use area devoted to interior
landscape islands. Some of the existing islands are not eight feet wide, nor are they a minimum
150 square feet and more than 15 parking spaces are in a row. Again, to maintain the current
parking ratio, no parking spaces are proposed to be removed.
Pursuant to CDC Section 3-1202.E.2, foundation plantings shall be provided for 100 percent of a
building fa�ade with frontage along a street right-of-way, excluding space necessary for building
ingress/egress, within a minimum five-foot wide landscaped area composed of at least two
accent trees (or palm equivalents) for every 40 linear feet of building fa�ade and one shrub for
every 20 square feet of required landscape area. The existing buildings do not have the required
foundation landscaping however the proposed addition has one facade along a street right-of-way
which will be landscaped. The majority of the east fa�ade will be used as a loading area and an
11.16 foot high masonry wall is proposed in addition to a 5 foot wide landscape buffer along the
wall. North of the wall the landscape buffer expands up to 17 feet in width.
To mitigate for reduced buffer widths, removed landscape islands, the size and number of
interior landscape islands, and lack of foundation plantings, the applicant has proposed a
Community Development Board—November 15,2011
FLD2011-09033—Page 4 of 11
Comprehensive Landscape Program which includes landscaping along Village Drive between
the pond and the rights of way. These include the addition of 2 shade trees, 9 accent trees, over
300 shrubs and over S00 groundcover plants. It is important to note that the proposed landscape
material is in addition to the existing landscaping. The proposed landscape material will enhance
the existing buffer along Village Drive. By enhancing all the entrances with attractive
landscaping, the landscaped entryways will be more attractive than otherwise would be under
minimum code. Staff concurs that the proposed landscaping will enhance the community
character and will have a beneficial impact on the value of property in the immediate vicinity.
Comprehensive Landscape Program: Pursuant to CDC Section 3-1202.G, the landscaping
requirements contained within the Code can be waived or modified if the application contains a
Comprehensive Landscape Program satisfying certain criteria. The following table depicts the
consistency of the development proposal with those criteria:
Consistent Inconsistent
1. Architectura[theme:
a. The landscaping in a comprehensive landscape program shall be designed as a N/A N/A
part of the architectural theme of the principle buildings proposed or developed on
the parce]proposed for development;or
b. The design, character, location and/or materials of the landscape treatment X
proposed in the comprehensive landscape program shall be demonstrably more
attractive than landscaping otherwise permitted on the parcel proposed for
development under the minimum landscape standards.
2. Lighting: Any lighting proposed as a part of a comprehensive landscape program is X
automatically controlled so that the lighting is tumed off when the business is closed.
3. Communiry character: The landscape treatment proposed in the comprehensive X
landscape program will enhance the community'character of the City of Clearwater.
4. Property values: The landscape treatment proposed in the comprehensive landscape X
program will have a beneficial impact on the value of property in the immediate
vicinity of the parcel proposed for development.
5. Special area or scenic corridor plan: The landscape treatment proposed in the X
comprehensive landscape program is consistent with any special area or scenic
corridor plan which the City of Clearwater has prepared and adopted for the area in
which the arcel ro osed for develo ment is located.
Code Enforcement Analysis: There are no active Code Enforcement cases for the subject
property.
Community Development Board—November 15,2011
FLD2011-09033—Page 5 of 11
COMPLIANCE WITH STANDARDS AND CRITERIA:
The following table depicts the consistency of the development proposal with the standards of
the CG land use categories and the C District as per CDC Sections 2-701.1 and Table 2-704:
Standard Proposed Consistent Inconsistent
FAR 0.55 034 X
ISR 0.90 0.78 X
Minimum Lot Area N/A 723,096 sq.ft.(16.6 acres) X
Minimum Lot Width N/A 945 ft.(Village Drive) X
Minimum Setbacks Front: N/A East: 5.2 feet(to pavement) X'
51 feet(to wall)
78(to building)
Maximum Height N/A 33 feet(to top of parapet) X�
Minimum Off-Street Parking 5 spaces/1,000 SF GFA 899 parking spaces X'
3.66 s aces/ 1,000 SF GFA
� See analysis in Staff Report
Community Development Board—November 15,2011
FLD2011-09033—Page 6 of 11
COMPLIANCE WITH FLEXIBILITY CRITERIA:
The following table depicts the consistency of the development proposal with the Flexibility
criteria as per CDC Section 2-704.0 and 2-1204.A (Comprehensive Infill Redevelopment
Proj ect):
Consistent Inconsistent
i. The development or redevelopment is otherwise impractical without deviations from X
the use and/or development standards set forth in this zoning district.
2. The development or redevelopment will be consistent with the goals and policies of X
the Comprehensive Plan, as well as with the general purpose, intent and basic
planning objectives of this Code, and with the intent and purpose of this zoning
district.
3. The development or redevelopment will not impede the normal and orderly X
development and improvement of surrounding properties.
4. Adjoining properties will not suffer substantial detriment as a result of the proposed X
development
5. The proposed use shall otherwise be permitted by the underlying future land use X
category, be compatible with adjacent land uses, will not substantially alter the
essentiai use characteristics of the neighborhood; and shall demonstrate compliance
with one or more of the following objectives:
a. The proposed use is permitted in this zoning district as a minimum standard,
flexible standard or flexible development use;
b. The proposed use would be a significant economic contributor to the City's
economic base by diversifying the local economy or by creating jobs;
c. The development proposal accommodates the expansion or redevelopment of an
existing economic contributor;
d. The proposed use provides for the provision of affordable housing;
e. The proposed use provides for development or redevelopment in an area that is
characterized by other similar development and where a land use plan
amendment and rezoning would result in a spot land use or zoning designation;
or
f. The proposed use provides far the development of a new and/or preservation of a
working waterfront use.
6. Flexibility with regard to use, lot width, required setbacks, height and off=street X
parking are justified based on demonstrated compliance with all of the following
design objectives:
a. The proposed development will not impede the normal and orderly development
and improvement of the sunounding properties for uses permitted in this zoning
district;
b. The proposed development complies with applicable design guidelines adopted
by the City;
c. The design, scale and intensity of the proposed development supports the
established or emerging character of an area;
d. In order to form a cohesive, visually interesting and attractive appearance, the
proposed development incorporates a substantial number of the following design
elements:
❑ Changes in horizontal building planes;
D Use of architectural details such as columns, cornices, stringcourses,
pilasters,porticos,balconies,railings,awnings,etc.;
❑ Variety in materials,colors and textures;
❑ Distinctive fenestration patterns;
O Building stepbacks;and
❑ Distinctive roofs forms.
e. The proposed development provides for appropriate buffers,enhanced landscape
desi n and a ro riate distances between buildin s.
Community Development Board—November 15,2011
FLD2011-09033—Page 7 of 11
COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS:
The following table depicts the consistency of the development proposal with the General
Standards for Level Two Approvals as per CDC Section 3-914.A:
Consistent Inconsistent
l. The proposed development of the land will be in harmony with the scale, bulk, X
coverage,density and character of adjacent properties in which it is located.
2. The proposed development will not hinder or discourage development and use of X
adjacent land and buildings or significantly impair the value thereof.
3. The proposed development will not adversely affect the health or safety of persons X
residing or working in the neighborhood.
4. The proposed development is designed to minimize traffic congestion. X
5. The proposed development is consistent with the community character of the X
immediate vicinity.
6. The design of the proposed development minimizes adverse effects, including X
visual,acoustic and olfactory and hours of operation impacts on adjacent properties.
SUMMARY AND RECOMMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials
at its meeting of October 6, 2011, and deemed the development proposal to be legally sufficient
to move forward to the Community Development Board (CDB), based upon the following:
Findings of Fact. The Planning and Development Department, having reviewed all evidence
submitted by the applicant and requirements of the Community Development Code, finds that
there is substantial competent evidence to support the following findings of fact:
1. The 16.6-acre subject property is located west of Village Drive and south of Countryside
Boulevard;
2. The property is zoned Commercial (C) District with an underlying future land use plan
category of Commercial General (CG);
3. The subject property is currently developed with 240,969 square feet of gross floor area;
4. The proposed structure will have a height of 33 feet;
5. The proposal includes an addition of 4,596 square feet of gross floor area;
6. The proposal includes 899 parking spaces (3.66 spaces per 1,000 SF GFA);
7. The proposal includes reductions to all perimeter landscape buffers;
8. The proposal includes reductions to the foundation landscape requirements on the east fa�ade
of the proposed expansion;
9. The proposal includes a request to allow more than 15 parking spaces in a row without an
interior landscape island;
10. The proposal includes a request to allow interior landscape islands of less than 150 square
feet and less than eight feet in width from back of curb to back of curb;
11. This proposal does not include any proposed signage; and
12. There are no active Code Enforcement cases for the subject property.
Conclusions of Law. The Planning and Development Department, having made the above
findings of fact, reaches the following conclusions of law:
Community Development Board—November I5,2011
FLD2011-09033—Page 8 of 11
1. That the development proposal is consistent with the applicable Standards and Criteria as per
Community Development Code Sections 2-701.1, 2-704;
2. That the development proposal is consistent with the Flexibility criteria as per Community
Development Code Sections 2-704.C;
3. That the development proposal is consistent with the General Standards for Level Two
Approvals as per Community Development Code Section 3-914.A; and
4. That the development proposal is consistent with the Comprehensive Landscape Program
criteria as per Community Development Code Section 3-1202.G.
Based upon the above, the Planning and Development Department recommends APPROVAL of
the Flexible Development Application to permit an additional 4,596 square feet to an existing
240,969 Square Feet of Retail Sales and Service in the Commercial (C) District with a lot area of
906,440 square feet, a lot width of 945 feet along Village Drive, a building height of 33 feet, a
front setback (along Village Drive) of 5.2 feet (to proposed pavement), and 3.66 parking spaces per
1000 feet of floor area as a Comprehensive Infill Redevelopment Project under the provisions of
Community Development Code Sections 2-704.0 and 2-1204A, with a reduction to the perimeter
landscape buffer along Village Drive from 15 feet to 52 feet, a reduction to the foundation
landscape from five feet to zero feet on the east facade, to allow more than 15 parking spaces in a
row without an interior landscape island, to allow interior landscape islands of less than 150 square
feet and less than eight feet in width from back of curb to back of curb as a Comprehensive
Landscape Program under the provisions of Community Development Code Section 3-1202.G.,
with the following conditions:
Conditions of A�proval:
1. That all proposed landscaping be installed prior to the issuance of a Certificate of
Occupancy;
2. That, prior to issuance of a building permit, the final location of the Fire Department
Connection be within 25-50 feet of a fire hydrant;
3. That, prior to issuance of a building permit, the Fire Department Connection shall be 15' off
the building;
4. That any electric and communication panels, boxes, and meters located on the exterior of the
buildings be painted the same color as the building;
5. That the dumpster enclosure shall be made of a masonry wall of similar material,
architectural details and colors as the proposed addition;
6. That the final design and color of the building shall be consistent with the elevations
approved by the CDB; and
7. That a Comprehensive Sign Program Amendment be submitted and approved for the
attached signage.
Prepared by Planning and Development Department Staff: '�t--K�` `/V�G��
Ellen Crandall, Planner II
ATTACHMENTS:Location Map;Aerial Map;Zoning Map;Existing Sunounding Uses Map;and Photographs
Community Development Board—November I5,2011
FLD2011-09033—Page 9 of 11
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Location Map
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Site: 2565 Countryside BLVD Property Size: 16.68
PIN: 30-28-16-18686-000-0050 Atlas Page: 221 B
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Site: 2565 Countryside BLVD Property Size: 16.68
PIN: 30-28-16-18686-000-0050 Atlas Page: 221 B
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Existing Surrounding Uses Map
Owner: W R I COUNTRYSIDE CENTRE LLC Case: FLD2011-09033
Site: 2565 Countryside BLVD Property Size: 16.68
PIN: 30-28-16-18686-000-0050 Atlas Page: 221 B
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Owner: W R I COUNTRYSIDE CENTRE LLC Case: FLD201 1-09033
Site: 2565 Countryside BLVD Property Size: 16.68
PIN: 30-28-16-18686-000-0050 Atlas Page: 221 B
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View north from the project site
2565 Countryside
FLD2011-09033
Page 1 of 1
Ellen Crandall
100 South Myrtle Avenue
Clearwater,FL 33756
727-562-4836
ellen.crandallra?mvclearwater.com
PROFESSIONAL EXPERIENCE
■ Planner II
City of Clearwater, Clearwater, Florida May 2010 to Present
Duties include performing the technical review and preparation of staff reports for various land
development applications, the organization of data and its display in order to track information and
provide status reports.
■ Planner I
City of Cleanvater, Clearwater, Florida December 2009 to May 2010
Assist public customers at the Zoning Counter. Review Building Permits, Sign Permits, Business Tax
Receipts, and Landscape Plans as well as Comprehensive Sign Program Applications, and Flexible
Standard Developments. Regulate growth and development of the City in accordance with land
resource ordinances and regulations related to community development. Interdepartmental and
zoning assistance. Respond as a City representative to citizens, City officials, and businesses
concerning ordinances and regulations. Make recommendations and presentations at staff level at
various review committees,boards, and meetings.
■ Community Planner
Bradford County, Towanda, Pennsylvania January 2008 to May 2009
Coordinates with the 51 municipalities in Bradfard County and assisted them in writing
Comprehensive Plans, developing ordinances, and general public and municipal education on zoning,
land use, and ardinances. I developed a comprehensive Zoning Lexicon that included zoning maps,
districts and definitions for all municipalities with zoning ordinances. Assisted in the County Parks
Plan and in developing a comprehensive Park's book listing all the parks in Bradford County. I
assisted mapping the natural gas wells as well as printing maps and parcel data for the gas companies.
■ Intern
Pennsylvania Geologic Survey, Middletown, Pennsylvania May 2006 to September 2006
Scanned geologic maps, updated documents and assisted in general office tasks.
EDUCATION
Bachelor of Science, -Major: Geography, -Minor: Art, - Certificate: Geo�raphic Information Svstem
SHIPPENSBURG UNIVERSIZY, Shippensburg,Pennsylvania
ISA, International Society of Arboriculture, Certified Arborist
LEED Green Associate
t.
HARDEMAN-KEMPTON
&Assoc�r�s
I.andscape Arcbitects
&Civil Engineers
October 13,2011
Ms. Ellen Crandall, Planner II
City of Clearwater
Planning&Development Department
Post Office Box 4748
Clearwater,FL 33758-4748
Re: Letter of Response
FLD2011-09033—2565 COUNTRYSIDE BLVD 1
Dear Ellen:
Please see attached response to comments received on October 3,2011.
1. Engineering Review Prior to review by the Community Development Board
Public Utilities Comments
1)The plan does not show the water mains or main conflicts. The
Building shall not be constructed over water mains.
Response: As discussed in DRC on 10/06/I1, the building will not be
constructed over water mains.
2)Show any connections to Sanitary Sewer System.Must use current
city details and specs and show possible sewer conflicts.
Response: Please note the sanitary sewer connections to the existing sewer line
will be designed and detailed on site construction plans per the
Building permit submittal.
3)Dumpsters and enclosures shall not be located above utilities within
an easement.
Response: Noted.
General Note: If the proposed project necessitates infrastructure
modifications to satisfy site-specific water capacity and pressure
requirements and/or wastewater capacity requirements,the
modifications shall be completed by the applicant and at their expense.
If underground water mains and hydrants are to be installed,the
installation shall be completed and in service prior to construction in
accordance with Fire Department requirements.
General Note: DRC review is a prerequisite for Building Permit
Review;additional comments may be forthcoming upon submittal of a
Building Permit Application.
Response: Noted.
INTEGRTfY • QUALTfY • CONIl�IITMENT
2207 W.North`A'Strc�t Ta�np�,Floricla 33C�OC-1583 813258.00C6 FaX: 813258.1783
www.hlca-design.com
An Equal Opportunity Employer
�
HARDENIAN-KEMPTON
&AssocLarFs
Landscape Architects
&Civil Engineers
2. Environmental Review DRC review is a prerequisite for Building Permit Review;additional
comments may be forthcoming upon submittal of a Building Permit
Application.
Response: Noted.
Please Note:An Asbestos Survey is usually required prior to
conducting any demolition or renovations.Please contact Pinellas
County Air Quality(464-4422)for further information.
Response: Noted.
3. Fire Review 1)Flexible Standard Development Appiication page 6 of 7 L. Shows
that existing riser(s)to be reused,this building will require a fire
sprinkler system to meet the requirements of NFPA-13
ACKNOWLEDGE PRIOR TO CDB
Response: As discussed in the DRC meeting on 10/06/11, the proposed Ross
will have its own FDC and riser system. The existing FDC for the
remaining existing structures will be relocated and marked
accordingly.
2)Sheet SP 1 shows two(2)fire hydrants to be existing and also the
backflow preventor,no fire deparhnent connection is shown,provide
details showing the location of the fire department connection if it is
going to be new the fire department connection shall be yard fire
department connection and shall be 15 ft. from the protected building.
ACKNOWLEDGE PRIOR TO CDB
Response:Please see revised FLD plan showing the proposed locations of the
fire department connection. Please note that final design and
loeation for both the FDC and backflow preventor will be shown on
the site construction plans per the Building Plan submittal.
4. Land Resource Review 1.The tree survey is incomplete.Also show the crape myrtles on the
site plan.
Response: Please see revised landscape plan showing the locations of the crape
myrtles.
2.Trees shown to be removed is incomplete.Additional trees need to
be shown to be removed.
Response: Please see revised landscape and site plans showing the existing
. trees to be removed.
INTEGRTfY • QUALTfY • COMNIITM�NT
2207 W.North`A'Stre�t Tainpa,Florida 33606-1583 813258.0066 F�:813258.1783
www.�ca�clesign.com
An Equat Opportunity Employer
I-IARDEMAN-KEMPTON
&assoc►arPs
Landscape Architects
8G Civil Engineers
3.Revise
the note on the landscape plan that the site had a 154" surplus
minus the 137"to be removed, 17.5" are proposed and that a site
surplus equals 34.5".
Response: Noted. Please see revised landscape plan for calculation.
5. Planning Review (1)On 9/12/2011 I met with Victor Huggins and we reviewed the
existing landscape plan for the entire parcel to determine where there
was room for improvement and enhancement to mitigate for the
removal of the existing landscape islands. It was determined that
obvious areas for improvement were to the south eastern property line
between the pond and Village Drive as weli as two landscape islands to
the interior of the plaza.The landscape plan was revised to show
proposed improvements to these areas and was determined adequate for
completeness.However, for a parcel of this size we will not accept
partial landscape plans and a complete landscape plan for the entire
parcel must be submitted with the CDB submittal, showing all of the
existing landscaping as well as the proposed remove and
Proposed enhancements.
Response: As discussed, enclosed is an "inventory"landscape plan for Parcel
1 of the Countryside Shopping Center. The overall "inventory"
landscape plan show the location of existing shrubs and trees, but do
NOT provide a shrub count or existing tree sizes. It does show all the
proposed changes.
(2)Shade trees may not be closer than 5 feet to any impervious
material. Several of the proposed Quercus virginiana are in a landscape
buffer barely 5 feet wide and do not meet the requirements. Revise
location to be at least 5 feet away from any impervious surface(from
every direction)or revise to accent trees or palms. Existing shade trees
may remain.
Response: Please see revised landscape plan for updated plant material to
accent trees.
(3)Include ground cover in the proposed landscape enhancements in
the area between the pond and Village Drive.Further where there is
room provided a tiered shrub effect as is seen near the most northern
dumpster enclosure.Further place ground cover closer to the road and
shrubs behind to create a higher quality landscape design. It is not
necessary to have shrubs in a perfectly straight line. Shrubs may curve
in and out and around the existing and proposed trees. Further,mimic
the existing landscaping along the boardwallc adjacent to the pond(the
landscaping in front of the Japanese Restaurant). Specifically a swath
of turf adjacent to the sidewalk with a curvilinear edge and ground
cover, low palms or shrubs,tall palms(existing).
INfEGR1TY • QUALTfY • COMMTfMENT
2207 W.North`A'Str�t Ta�npa,Florida 33606-1583 813258.0066 F�: 813258.1783
www.�c�-clesign.com
An Equal Opportunity Employer
I�ARDEMAN-KEMPTON
�Assoc�r�s
Landscape Architects
8c Civil F.ngineers
Response: Please see revised landscape plan.
(4)Provide similar landscaping along Countryside Boulevard by the
two ponds.Currently there are palms and turf only.Also provide,with
appropriate spacing,red maples and bald cypress.
Response: As discussed in DRC on 10/06/11, it was agreed on that due to the
additional green space and landscaping being provided allow the
truck dock area of the bui/ding, this landscaping will be acceptable
to satisfy this request. Therefore, no additional landscaping is being
proposed at this time.
(5)Provide details of'the dumpster enclosures. The enclosure must be
made of masonry structure that has similar materials,architecture,and
colors as the principal building.
Response: Attached are the requested dumpster enclosure.
(6)Please be aware that while the building elevations may be approved
the proposed signage will not be approved through this Flexible
Standard Development application.Apply for a Comprehensive Sign
Program Amendment to gain approval for the proposed attached
signage.
Response: Noted.
(7)The fee for a Flexible Development application is greater than that
of a Flexible Standard.The difference is$730. Pay the difference.
Contact Sherry Watkins to do this at 727-562-4582.
Response: Please note that the addition fee was paid on 10/06/I 1.
(8)The pine tree in the south east island below Ross was topped.
Provide why.
Response: Noted.
(9)Provide a wall for screening of the loading area. Provide a 5+foot
landscape area on the outside of the wall to allow a quick growing vine
to cover the wall for screening similar to the loading area of Home
Goods.
Response: Please see revised building elevations showing the screening wall at
the loading area. See the revised Site Plan for the 5 foot landscape
area along the screening wall.
INTEGRTI'Y • QUALTfY • CO�NT
2207 W.North`A'Str�et Tampa,Florida 33606�1583 813258.00G6 F�:813258.1783
www.�ca-clesign.com
An Equal Opportunity Employer
I-IARDEMAN-KEMPTON
s�assocLar�s
I.anclscape f�rchitects
&Civil Engineers
(10)The site has a landscaping theme including large square planters.
Clarify on the landscape plan where these are to be located within the
Ross area.Further at least two of the square planters on the site were
empty or had dead plants(on the north side of Bank United).Replace
the planted material in these pianters.
Response: As discussed in DRC on 10/06/11, the large square planter theme
can not be provide due to Ross's building overhang over the
sidewalk
With regards to the dead plant material,please contact the
Countryside Shopping Center property management.
(11)The site has a landscaping theme including half moon planters cut
out of the sidewalk. Provide some planting areas in similar style along
the Ross building front as well as the rear sidewalk area.
Response.• As discussed in DRC on 10/06/I1, the landscaping half moon planter
theme can not be provide due to Ross's building overhang over the
sidewalk.
(12)The provided sidewalk on the south eastern(back)side of the Ross
area is rather narrow while the plaza is typical of having very large and
� wide wallcways.Provide a larger walkway,at least 8 feet wide.
Response: As discussed in DRC on 10/06/11, a 6'sidewalk will be provided.
This is to help maximize the green(pervious) area for the shopping
center.
(13)There is an existing sycamore tree towards the southern retention
pond with the palms where the additional landscaping is proposed.
Show on plan.
Response: Please landscape plan(L2)for sycamore tree location.
(14)Foundation landscaping is required for all frontages facing a right
of way.Provide foundation landscaping for the modified building
facing Village Dr.A wall with landscaping screening the loading area
and half-moon planters and square planters for the sidewalk area will
be considered adequate compensation and consistent with the overall
center for not meeting the required foundation landscaping.
Response: Please see revise landscape plan showing new landscaping areas at
the rear of the building along village Drive.
A wall with landscaping screening along the loading area has been
provided, see landscape plan.
INI'EGRITY • QUALITY • CO�NT
2207 W.North`A'Strc-�t Tairipa,Florida 33606-1583 813258.00G6 F�:813258.1783
www.�ca-clesign.com
An Equal Opportunity Employer
I�ARDEMAN-KEMPTON
&assoc�r�s
Landscape Architects
&Civil Engineers
(15)The landscape islands by the entrance off Countryside with the
proposed JC have existing palms which are not shown on the landscape
plan.Revise landscape plan.
Response: Please see revised landscape plan showing the existing palm trees.
(16)The building elevations do not show how the proposed loading
dock will look. What structures are proposed with the loading dock?
Walls,stairs,entrances,etc?
Response: Please see revised building elevation showing the proposed loading
dock area.
(17)Modify the Site Data Table to include the square footage for the
entire site(the existing,the proposed)as well as the square footage for
the existing tenant space and the total square footage for Ross.
Response: Please see updated Site Plan with revised Site Data Table for Parcel
1 of Countryside Shopping Center.
(18)The Site Data Table lists the ISR(impervious surface ratio)for the
site to be 91 as existing and a.93 for proposed.The maximum allow
per the County Wide Planning Rules is.90.Revise site and add more
impervious to reduce ISR to.90 or less. Further the Site Data Table
notates that the calculated ISR if for Countryside Center Shopping
Center while this application is reviewing only the areas within the
specified parcel.
Response: Please see revised Site Data Table on the site plan showing the ISR
for Countryside Shopping Center Parcel 1.
(19)The application states the land area as 20.6 acres while the site
data table lists the land area as 16.6 acres.Clarify.
Response: Please note that the 16.6 acres is correct. This area is associated
with Parcel 1 of Countryside Shopping Center.
(20)Please be aware if the ISR is not reduced to .90 this application
will be denied.Further if any concern is not adequately addressed in the
CDB submittal this case will be deemed incomplete to move forward
and will return to DRC.
Response: Noted. See revised Site Data Table.
INTEGRTI'Y • QUALITY • CO�.NT
2207 W.North`A'Str�t Tampa,Florida 33606-1583 813258.00GG F�:813258.1783
www.�ca—clesi$n.com
An Equal Opportunity Employer
HARDEMAN-KEMPTON
&Assoc��es
Landscape Architects
&Civil Engineers
6. Stormwater Review General note:
1. Submit a copy of the approved SWFWMD permit ar letter of
exemption.
Response: A copy of the SWFWMD permit or letter of exemption will be
provided once received.
2.DRC review is a prerequisite for Building Permit Review; additional
comments may be forthcoming upon submittal of a Building Permit
Application.
Response: Noted.
7. Tra�c Eng Review Prior to a Development Order.
1. Remove stop bar and stop sign at crosswalk.Stop sign shall not be
inside the 5'x 18'h/c access aisle. Stop bar with the word"STOP" shall
be at least 20'from the crosswallc.
Response: As requested, the stop sign and bar have been relocated and the
word "STOP"added at the stop bar.
2.Access aisle adjacent the handicapped parking space shall be at a
minimum of 5'wide.The handicapped access aisle south of the
building does not meet this dimension.
Response.• Noted.
General Note(s):
1.Applicant shall comply with the current Transportation Impact Fee
Ordinance and fee schedule and paid priar to a Certificate of
Occupancy(C.O.).
Response: Noted.
2. DRC review is a prerequisite for Building Permit Review;additional
comments may be forthcoming upon submittal of a Building Permit
Application.
Response: Noted.
INTEGRTfY • QUALITY • CO�NT
2207 W.Nortb`A'Str�t T�inpe,Florida 33606�1583 813258.0066 FaX:813258.1783
www.hka-dc�ign.com
An Equal Opportunity Employer
HARDEMAN-KEMPTON
�.�ssoc�a�s
Landscape Architects
&Civil Engineers
Sincerely,
HARDEM KEMPTON&ASSOCIATES,INC.
ctor Huggins,P.E.
Project Manager '
K:\C04301 IK(Ross-Clearwaterv Lyman Davidson Dooley)�Documents\coRespondence\10-13-11 Itr of Response-COC.doc
INfEGRI'I'Y • QUALIIY • COMI�f1MENT
2207 W.North`A'Str�t Ta:npa,Florida 33606-1583 813258.0066 FaX:813258.1783
www.lilca-cl�sign.com
An Equal Opportunity Empioyer
;� Planning Department CASE#:
100 South Myrtle Avenue RECEIVED BY(staff initials):
- ������� Clearwater, Florida 33756 DATE RECEIVED:
�, Telephone: 727-562-4567
Fax: 727-562-4865
❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION-Plans and
application are required to be collated,stapled,and folded into sets
❑ SUBMIT FIRE PRELIMARY SITE PLAN:$200.00
❑ SUBMIT APPLICATION FEE$
* NOTE:15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive Infill Redevelopment Project
(Revised�07/11/2008)
�PLEASE TYPE OR PRINT�
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A)
APPLICANT NAME: WRI Cauntryside Centre,LLC Attn:Dale Menninger
MA���NG A��RESS: Zfi��Citadel Plaza Drive,Houstnn TX,77008
PHONE NUMBER: 4��-S3B-IIZS FAX NUMBER: 4��-5IE-�SI�
CELL NUMBER EMAIL: dmenningerC�weingarten.cam
PROPERTY OWNER(S): WRI Cuuntryside Centre,LLC
List ALL owners on the deed yyRl Cnunt side Centre.LLC
AGENT NAME:
MAILING ADDRESS:
PHONE NUMBER: FAX NUMBER:
CELL NUMBER: EMAIL:
B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A)
PROJECT NAME: Rass PROJECT VALUATION: $1.2 M
STREET ADDRESS P565 Cauntryside Blud,Clearwater FL 337fi1
PARCEL NUMBER(S): 3�-28-16-18686-�00-U�5�
PARCEL SIZE(acres): +/-Ifi.60 PARCEL SIZE(square feet): 9�fi,44�
LEGAL DESCRIPTION: Countryside Viilage Square Lots 5 6 8 less$W'LY 46.75 ft of lat 8 for Rd R/W
PROPOSED USE(S): A 26,155$F retail stare
DESCF2IPTION OF REQUEST: We are proposing tn demolish an existing in line retail and construct a new Ross retail outlet.Parking study included.
Specifically identify the request
(include number of units or square
footage of non-residential use and all
requested code deviations;e.g.
reduction in required number of
parking spaces,specific use,etc.)
C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Comprehensive Infill Project(FLD)2008 07-11.doc
Page 1 of 8
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNI
DEVELOPMENT,OR A PREVIOUSLY APPROVED(CERTIFIED)SITE PLAN? YES_ NO_ (if yes,attach a copy of the applicabie documents)
C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERN OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see
page 7)
D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A)
❑ Provide complete responses to the six(6)GENERAL APPLICABILITY CRITERIA—Explain how each criteria is achieved,in detail:
1. The proposed development of the land will be in harmony with the scale,bulk,coverage,density and character of adjacent properties in which it
is located.
The project is a redevelapment af farmer(but now vacant)retail shop space,where a portion af the existing shapping eenter 6uilding will 6e demolished and replaeed with a new
Ross Oress Far Less"infill"retail store. The new store is cansistent with the scale,density and eharaeter of the ezisting/adjoining development within the same pareel(see
applieatian data herein and attaehed plans for additianal infarmation),and is designed ta"61end-in"with existing eonditions.
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly
impair the value thereof.
Adjacent and nearby properties are already develaped with commereial uses and moderate density residential uses.The existing tenant suites have heen vaeant and the
re-occupancy by a junior-anehor retail store will imprave praperty values in the area.
3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use.
The proposed furniture store use will nnt affeet the health ar safety nf the area since the previous use was a commereial use(retail)as well.
4. The proposed development is designed to minimize traffic congestion.
Tra$ic eungestion is nat expected,as the site layout has eonsidered aeeess and existing/revised parking stalis within the uverall site. See attaehed tra$ic impact study,
and nate also that existing driveways,eurb euts ar vehieular ingress/egress are to remain and nat affected by the redevelopment.
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
Adjacent and nearby properties are already develnped with commercial uses and moderate density residential uses.This projeet is eonsistent with the surrnunding eammunity
eharaeter and euntext.
6. The design of the proposed development minimizes adverse effects,including visual,acoustic and olfactory and hours of operation impacts,on
adjacent properties.
The site is surrnunded hy publie raads on all sides. The building is situated with sufficient setbacks fram adjoining uses to minimize visual,aeoustie and olfaetory impacts. No
unusuai ar speeial haurs of aperatian are required beyund narmal retail uses.
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WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria)
❑ Provide complete responses to the six(6)COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA—Explain how each criteria is
achieved,in detaiL
1. The development or redevelopment is otherwise impractical without deviations from the use andlor development standards set forth in this
zoning distriet.
Due to the some existing canditinns already below develapment standards,it will not be possible for the redevelopment to meet�urrent
standards if this redeveloament without deviatians.
2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general
purpose,intent and basic planning objectives of this Code,and with the intent and purpose of this zoning district
The Qraposed project will be consistent with the qeneral intent and basi�planninq of the Camprehnsive Plan
3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties.
The will nat impede the normal develapment and impravements of surroundinq properties
4. Adjoining properties will not suffer substantial detriment as a result of the proposed development.
Adjacent and nearby properties are already develnped with cammer�ial uses and maderate density residential uses;the adjoininq
prnperties will not suffer su6stantial detriment as a result of this praie�t.
5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not
substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following
objectives:
a. The proposed use is permitted in this zoning district as a minimum standard,flexible standard or flexible development use;
b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating
jobs;
c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor;
d. The proposed use provides for the provision of affordable housing;
e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a
land use plan amendment and rezoning would result in a spot land use or zoning designation;or
f. The proposed use provides for the development of a new and/or preservation of a working waterfront use.
The proposed use would be a signifi�ant e�onomic contributor to the City's e�anamic base by diversifying the local econamy or
by creating jobs and the proposed use is permitted in this zoning district as a minimum standard,flexible standard or flezible
development use
6. Flexibility with regard to use,lot width,required setbacks,height and off-street parking are justified based on demonstrated compliance with all of
the following design objectives:
a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses
permitted in this zoning district;
b. The proposed development complies with applicable design guidelines adopted by the City;
c. The design,scale and intensity of the proposed development supports the established or emerging character of an area;
d. In order to form a cohesive,visually interesting and attractive appearance,the proposed development incorporates a substantial number of
the following design elements:
❑ Changes in horizontal building planes;
❑ Use of architectural details such as columns,cornices,stringcourses,pilasters,porticos,balconies,railings,awnings,etc.;
❑ Variety in materials,colors and textures;
❑ Distinctive fenestration patterns;
❑ Building stepbacks;and
❑ Distinctive roofs forms.
e. The proposed development provides for appropriate buffers,enhanced landscape design and appropriate distances between buildings.
The development praposed enhancement of some existinq lands�apinp area to help compensate far desiqn standards not met.
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E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria
Manual and 4-202.A.21)
❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS.All applications that invo�ve addition
or modification of impervious surtace, including buildings, must include a stormwater plan that demonstrates compliance with the City of
Clearwater Storm Drainage Design Criteria manual.A reduction in impervious surtace area does not qualify as an exemption to this requirement.
❑ If a plan is not required,the narrative shall provide an explanation as to why the site is exempt.
❑ At a minimum,the STORMWATER PLAN shall include the following;
O Existing topography extending 50 feet beyond all property lines;
❑ Proposed grading including finished floor elevations of all structures;
❑ All adjacent streets and municipal storm systems;
❑ Proposed stormwater detention/retention area including top of bank,toe of slope and outlet control structure;
❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with
the City manual.
❑ Proposed stormwater detention/retention area including top of bank,toe of slope and outlet control structure;
❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations.
O�COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT
SUBMITTAL(SWFWMD approval is required prior to issuance of City Building Permit),if applicable Per the BPRC meeting,a SWFWMD exemption permit
will he applied for.
❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS(Applicant must initial one of the following):
Stormwater plan as noted above is included
Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor
elevations shall be provided.
CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN
AND NONE HAS BEEN SUBMITTED,APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY
MAY OCCUR.
If you have questions regarding these requirements,contact the City Public Works Administration Engineering Department at(727)562-4750.
F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A)
❑ SIGNED AND SEALED SURVEY(including legal description of property)—One original and 14 copies; ENCL03ED
❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size(DBH 4"or greater), and location,
including drip lines and indicating trees to be removed)—please design around the existing trees; $EE Sl1RVEY FOR TREES
❑ TREE INVENTORY; prepared by a"certified arborist", of all trees 4" DBH or greater, reflecting size, canopy(drip lines) and condition of
such trees;
❑ LOCATION MAP OF THE PROPERTY; ATTACHED
❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces).
Prior to the submittal of this application,the methodology of such study shall be approved by the Community Development Coordinator and
shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining vuhether or not
deviations to the parking standards are approved; pTTACHED
❑ GRADING PLAN,as applicable; N/p
❑ PRELIMINARY PLAT,as required(Note: Building permits will not be issued until evidence of recording a final plat is provided);
❑ COPY OF RECORDED PLAT,as applicable; N�A
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G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
❑ SITE PLAN with the following information(not to exceed 24"x 36"):
� Index sheet referencing individual sheets included in package;
�{ North arrow; •
�Engineering bar scale(minimum scale one inch equals 50 feet),and date prepared;
�All dimensions;
� Footprint and size of all EXISTING buildings and structures;
Footprint and size of all PROPOSED buildings and structures;
�( All required setbacks;
� All existing and proposed points of access;
�[ All required sight triangles;
�+ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including
III�description and location of understory,ground cover vegetation and wildlife habitats,etc;Location of all public and private easements;
c� Location of all street rights-of-way within and adjacent to the site;
:tl Location of existing public and private utilities, including fire hydrants,storm and sanitary sewer lines, manholes and lift stations,gas
V' and water lines;
� All parking spaces,driveways,loading areas and vehicular use areas;
� Depiction by shading or crosshatching of all required parking lot interior landscaped areas; •
.p Location of all solid waste containers,recycling or trash handling areas and outside mechanical equipment and all required screening
V� {per Section 3-201(D)(i)and Index#701};
�, Location of all landscape material;
� Location of all onsite and offsite storm-water management facilities;
� Location of all outdoor lighting fixtures;
� Location of all existing and proposed sidewalks;and
�I Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a
�'Level Two approval.
❑ SITE DATA TABLE for existing,required,and proposed development,in written/tabular form:
� EXISTING REQUIRED PROPOSED
Land area in square feet and acres; 72P.886 3F,+/-16.fi Ae. 7P2,886 3f,+/-I6.6 Ae.
N/A Number of EXISTING dwelling units;
N/A Number of PROPOSED dwelling units;
� Gross floor area devoted to each use; 240,9fi9 sf 245,565 sf
Parking spaces: total number, presented in tabular form with the 934 899
� number of required spaces;
Total paved area, including all paved parking spaces&driveways, Zg�,312 sf; 39.7% P8P,898 sf; 39.1%
j,(/ expressed in square feet 8 percentage of the paved vehicular area;
u`Official records book and page numbers of all existing utility
�I easement; ,
� Building and structure heights; 33 k
� Impermeable surFace ratio(I.S.R.);and �.78 p.�$
(f Floor area ratio(F.A.R.)for all nonresidential uses. �.33 �.34
❑ REDUCED COLOR SITE PLAN to scale(8 YZ X 11);
❑ FOR DEVELOPMENTS OVER ONE ACRE,provide the following additional information on site plan:
One-foot contours or spot elevations on site;
A Offsite elevations if required to evaluate the proposed stormwater management for the parcel;
N/A All open space areas;
N/A Location of all earth or water retaining walis and earth berms;
N/A Lot lines and building lines(dimensioned);
� Streets and drives(dimensioned);
Building and structural setbacks(dimensioned);
N/A Structural overhangs;
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H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A)
❑ LANDSCAPE PLAN with the following information(not to exceed 24"x 36"):
,r All existing and proposed structures;
--��
� Names of abutting streets;
N/A Drainage and retention areas including swales,side slopes and bottom elevations; .
(�` Delineation and dimensions of all required perimeter landscape buffers;
N/A Sight visibility triangles;
� Delineation and dimensions of all parking areas including landscaping islands and curbing;
Existing trees on-site and immediately adjacent to the site,by species,size and locations,including driplines(as indicated on required
�+ tree survey);
� Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant
schedule;
� Plant schedule with a key(symbol or label)indicating the size,description,specifications,quantities, and spacing requirements of all
_ existing and proposed landscape materials,including botanical and common names;
Typical planting details for trees, palms, shrubs and ground cover plants including instructions,soil mixes, backfilling, mulching and
� protective measures;
Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage,expressing in both square feet and
V percentage covered;
N�A Conditions of a previous development approval(e.g.conditions imposed by the Community Development Board);
� Irngation notes.
❑ REDUCED COLOR LANDSCAPE PLAN to scale(8 YZ X 11); Attaehed
❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape
Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met.N/A
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23)
❑ BUILDING ELEVATION DRAWINGS—with the following information:
� All sides of all buildings
� Dimensioned
� Colors(provide one full sized set of colored elevations)
Materials
❑ REDUCED BUILDING ELEVATIONS—same as above to scale on 8'/:X 11
J. SIGNAGE: ( vision 19.SIGNS/Section 3-1806)
❑ All EXISTING�eestandin and attached si ns� Provide hoto ra hs and im n i n
g g , p g p d e s o s (area, height, etc.), indicate whether they will be
removed or to remain. N/A
❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing;
freestanding signs shall include the street address(numerals) N/A
❑ Comprehensive Sign Program application,as applicable(separate application and fee required). N/A
❑ Reduced signage proposal(8 Yz X 11) (color),if submitting Comprehensive Sign Program application. N/A
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K. TRAFFIC IMPACT STUDY:(Section 4-202.A.13 and 4-801.C)
❑ Inciude if required by the Traffic Operations Manager or his/her designee or if the proposed development:
■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
• Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day.
• Will affect a nearby roadway segment and/or intersection with five(5)reportable accidents within the prior twelve(12)month period or
that is on the City's annual list of most hazardous intersections.
Trip generation shali be based on the most recent edition of the Institute of Transportation Engineer's(ITE)Trip General Manual.
The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the
Planning DepartmenYs Development Review Manager or their designee(727-562-4750)
Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement.
O A�owledgement of traffic impact study requirements(Applicant must initial one of the following): EfICIOSEd
Traffic Impact Study is included.The study must include a summary table of pre-and post-development levels of service for all
roadway legs and each turning movement at all intersections identified in the Scoping Meeting.
Traffic Impact Study is not required.
CAUTION — IF APPLICATION ItEVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT
STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND
SIGNIFICANT DELAY MAY OCCUR.
If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at(727)562-
4750.
L. FIRE FLOW CALCULATIONS/WATER STUDY:
Provide Fire Flow Calculations.Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if
any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire
sprinkler,standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150%of its rated capacity. Compliance with
the 2004 Florida Fire Prevention Code to include NFPA 13,MFPA 14,NFPA 20,NFPA 291,and MFPA 1142(Annex H)is required.
❑ Ack wledgement of fire flow calculations/water study requiremen (A plic.nt must initial one of th f Ilowing):
�xis�ing�ire risers to be reuse�w°�ere possible or relncated.
Fire Flow Calculations/Water Study is included.
Fire Flow Calculations/Water Study is not required. �eVB�OpfT18llt t0 C�E8f1 llp flf'B PISBf S Wlthlfl Pf OJECt�DCBtIOtI fOP
shnpping�enter.
CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW
CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE
RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR.
If you have questions regarding these requirements,contact the City Fire Prevention Department at(727)562-4334.
M. SIGNATURE:
I,the undersigned,acknowledge that all representations made STATE OF FLORIDA,COUNTY OF PINELLAS
in this application are true and accurate to the best of my Sworn to and subscribed before me this 12�k�� day of
knowledge and authorize City representatives to visit and �c�lou ,A.D.20�_to me and/
photograph the property described in this application. �w�e. Mp�;_�� wh ' MqRi W�R�N
produced �
as identification. G � iSS10 1�EE11138M1
' _ ' Mi��IKESJ 31.�15
Notary public,
Signature of property owner representative My commission expires:JtA�y 3��Z01 S
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. � e
N. AFFIDAVIT TO AUTHORIZE AGENT:
1. Provide names of all properly owners an deed-PRINT full names: �
_G-�R� Cac;ni-fu5�c���en+�r��L.LC.
V�.{.e r�(61?r1�Ht�r
2. That(I am/we are)the owner(s)and record title hotder(s)of the following described property(address or general iocation):
�,Sf�s C..atu��ry Si c�e, �ok�e✓ar�� C�,�ar'GJ„�,�! ` �f"L 33'�!0(
3. That this property canstitutes the property for which a request for a:(describe request)
�I�.�i�pl-a.- �aN�dK� LJGJ�IdAfY►arl'�'
4. That the undersigned(has/have)appointed and(doesldo)appoint:
as(his/their)agent(s)to execute any petitions or other documents necessary to affect such petition;
5. That this affidavit has been executed to induce the City of Clearwater,Florida to consider and act on the above described property;
6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City
representatives to visit and photograph the property described in this application;
7. That(I/we the d si ed thority,hereby certify that the foregoing is true and correct.
�
rope y 0 er Property Owner
Proper►y Owner Property Owner
STATE OF FLORIDA,
COUNTY OF PtNELtA3Qranqe.�
�J
Before me the undersigned,an officer duly commissioned by the laws of the State of Florida,on this c��4� day of
�IUqyS�- , �Ol� personally appeared �'I� r�dnni� tr' who having been first duly sworn
�—
Deposes and says that he/she fully understands the contents of the affidavit that he she signed.
��r� Notary Public Stale o(Florida �
. Janis R Cempbell �-
�G� a� My Cammfsslon EE013446 .
' �orn� Expiros08l2�f2014 Notary Public Signature
Notary Seal/Stam My Commission Expires: 2��3a 1�
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' --.__._.__.._._._.__ --_.-----_._._...__-----
'
'
COUNTRYSIDE CENTRE
� PAF�]KING DEMAND STUDY
' Ross/Dick's Sporting Goods
�
1 .
US 19/Countryside Boulevard
' Clearwater, Florida
1
1 PREPARED FOR:
�
Weingarten Realty
�
' PREPARED BY:
' ���������� �����
�������������
1
10006 North Dale Mabry Highway, Suite 201
' Tampa, Florida 33618
Telephone: (813)962-8689
Fax:(813)963-1610
1
OCTOBER 2011
1
�
'
' SIGNATURE PAGE
PROFESSIONAL ENGINEER'S SEAL
'
,
' ICON Consultant Group, Inc.
10006 N. Dale Mabry Highway, Suite 201
Tampa, Florida 33618-4422
, 813.962.8689 (phone)
813.963.1610 (fax)
' State of Florida Authorization No.: 8230
,
� Engineer in Responsible Charge: Angelo G. Belluccia,PE
Professional Registration No.: 46548
,
'
' SIGN / DATE / SEAL:
1
'
,
'
'
,
1
, ICON Consultant Group,Inc
' INTRODUCTION
' ICON Consultant Crroup was retained to prepare a Parking Demand Study for the Countryside
Centre Shopping Center (Project) located at the southeast corner of US 19 and Countryside
Boulevard in Clearwater, Florida. Figure 1 illustrates the project location.
' The Project is planning on introducing a Ross Department Store as a Junior Anchor Tenant. The
Ross' net effect to the Project Site's square footages and parking spaces are summarized below:
' Tota1 Existin : 240,969 sq ft
g
934 parking spaces(3.88 spaces/tgs fl
' Total Pro osed: 245,565 s ft 240,969 &4,596
P q � )
899 parking spaces (3.66 spaces/tgs fl
' The ose of this study is to document the existing parking demand and use this current
P�P
demand to estimate proposed parking needs.
� On March 11, 2011 a Parking Study Methodology Meeting was held with the City of
Clearwater's Traffic Operations and Development Review Departments to review the approach
' and methodology. Methodology correspondences are provided in Appendix A.
The proposed methodology included:
' l. Defining the Existing Parking Demand based on Seven Day Driveway Traffic Counts and
on Parking Inventories on One (1) Peak Hour during Weekday and One (1) Peak Hour
during Weekend
' 2. Estimating the Pro�osed Parking Demand at Buildout and at 100%Occupancy
' EXISTING PARKING DEMAND
' Identify Site Peak Periods
From June 7 through June 15, 201 l, ICON Consultant Group collected hourly traffic volumes at
' Countryside Centre's selected driveways. Machine traffic counters were placed at three driveway
locations: Countryside Centre Blvd Access, the southern Village Drive Access and the southern
US 19 Access. The traffic volumes at the driveways were compiled to identify the peak hour of
tthe weekday and peak hour of the weekend.
The traffic data is summazized in Table 1 below and provided in Appendix B. From a review of
' this data, it was concluded with City staff that the peak hours to perform the parking inventory
and analysis will be on a Wednesday from 12-1 pm and Saturday from 1-2 pm.
'
'
2
' ICON Consultant Group,Inc
�■ � � � ■� � � s s � � s � � � � � � �
Figure 1: Site Location Map
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u� � C`ouniryside,'�fa� �---- .�
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Z ��
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`t. � t��,untr,uu., (�°�.s�i ,r� -
a I �� ` f��'� �� �
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' � ���,�. n,./�✓' ' WOQiD '°
-:'' ,, ` , Countryside Elvd �,.�' . � � r
��
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� :
ry� ` `,`. z p� � C'1 � ., .-
'" � ' CYPf7C::<.
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' ,�'�/__ ,, '`�; COUNTRYSIDE -�:
i o� b ,✓"� `� G �
�'� �� , ���� � � � � � x
� . .t
Cir C��� 19 `" � CENTRE CyP�ss Bend Dr �CYProsa Bend Dr �
� � ' � � ' n -
�' '��_._` ... '�
; Countrysrd� ` . ,� ` � � .., •.:
Executrve �„ �''� 4 � � --
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Y �
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.
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� J �� �_ . , w.. _ l , _._._._. _,_
r
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i F � � ''� d� J � .
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I
TABLE 1
� �a " '� '•�"�?�, z� � 'p' r��;' - r�;r „ � � �w��..
€.�� A�..� ,� � ���t �x�`.
� ��� �
n . t^' '�` .d� `k�'u,*�sy �ff„��''�.,�";.
� � � � ��x �
,� � £'".: ^s �,e
g .
�
.,,.�� ,�zs,. -� : .. �- . � 'r � .�.. ' ,..�.:�., ., : A_ , :.2r-`� , .,,,:. . -.c , ,,,��., ,'�. .:... .. .{d,.�.
�"} �'„`,��Y^� - ,' —' � .. @' ,°"azcd �� �, X �'�. 'rs .�;,a'
a
���°v_.�. � ,, . . -..a�y_,.. �. . . .9„r,:. �. .�... am, b,k .mr,a,.rt�,_ , .. .�:�a�raa�zw�: :h...,�����. . . �...�,., ,,, ,...� ,«�d s. ,.�a.c.._,
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
TIME
11am-12pm 274 317 318 292 329 269 210
12pm-1pm 362 370 402 383 438 418 366
1pm-2pm 384 382 354 387 404 465 373
i ' 2pm-3pm 340 316 323 348 366 430 369
3pm-4pm 312 273 298 319 339 392 325
4pm-5pm 278 280 257 282 335 387 289
5pm-6pm 272 305 309 314 350 371 304
6pm -7pm 311 283 304 261 314 321 264
' .. . ..a' � :a.. . . . . . �r� � �. -.=, � � ,t�s�s''iy",.f �"��5���`�� ������,'
1L3�ATIt3N �ila e Dr�ve Access{Ss��tb)if1f32 , v .: � �� �_�.�y� t , �.,�����
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
TIME
� 11am-12pm 125 117 167 138 162 132 121
12pm-1pm 166 169 196 161 221 172 188
1pm-2pm 163 184 157 167 188 174 168
' 2pm-3pm 145 142 137 137 149 170 134
3pm-4pm 102 131 114 116 135 166 106
4pm-Spm 85 124 90 109 111 128 109
5pm-6pm 112 112 122 108 122 128 86
6pm-7pm 114 119 124 110 147 116 96
�L��i�`�s�5��`,rY��a�Ywl4���#�� ,� `' "ct'�� �� 4� ^�+�� Ir �f rtq k As�(�a t �..Y � .�,. �. ,d�`�-,?��y�3,�a:`9a'
:..._ - � ,i+>N°. ,s ,.� 4 k�, P�.,r , L^,'�Xu` �<,.� �'���" �
�
�._... -. . . . �..,. .. , ,_ . .:. . .. < ..,<, ,.. , ,...
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
TIME
11am-12pm 88 77 89 87 123 76 66
12pm-1pm 118 112 108 115 129 113 77
1pm-2pm 108 118 122 113 117 117 130
2pm-3pm 89 71 105 82 96 154 109
3pm-4pm 78 85 61 64 91 106 104
4pm-5pm 58 99 62 78 90 117 85
5pm-6pm 62 72 56 82 83 74 54
6pm-7pm 67 88 70 69 100 93 74
4
ICON Consultant Group,Inc
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' GRAND TOTAL AT THREf ACCESS
POINTS `
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
' TIME
11am-12pm 487 511 574 517 614 477 397
,��. ���
12pm-1pm 646 651 ���� � 659 � �� 703 631
� 1pm-2pm 655 684 „ °- �: 667 ���:",�,���, �� � � �� � 671
2pm-3pm 574 529 565 567 611 612
3pm-4pm 492 489 473 499 565 664 535
' 4pm-5pm 421 503 409 469 536 632 483
5pm-6pm 446 489 487 504 555 573 444
6pm-7pm 492 490 498 440 561 530 434
' Parking Inventory
' On Wednesday June 22"d and Saturday June 25`j', 2011, ICON surveyed the parking spaces
occupied in the Countryside Centre. For the peak hour of each day, ICON worked within five-15
minute intervals to more accurately assess the m�imum utilization of parking spaces. A
' suinmary of the Occupied Parking Spaces is reported below in Table 2 and the field worksheets
are provided in Appendix C. The collected data reports the maa�imum number of occupied
parking spaces in a weekday is 456 and in a weekend is 525.
' TABLE 2
' COUNTRYSIDE CENTRE PARKING INVENTORY
TOTAL PARKING SPACES Source/Notes
Total Existing Parking Spaces Availabie(includes 27
' handicap) 848 Field verified on 6/4/11 &6/22/11
Dicks Construction Closed Parking Spaces(buiidout) 86
Loss Parkin S aces Due To Ross -35 Site Plan October 2011
' TOTAL SPACES AT BUILDOUT 899
EXISTING OCCUPIED PARKING INVENTORY
' DATE: Wednesday June 22nd
Occupied
Time Interval S aces Source/Notes
11:50- 12:05 383 Field work on 6/22l11
12:05- 1220 392
12:20- 12:35 428
12:35- 12:50 435
� � �> �� : � � ��, �� E� ,
.12��3 '�0� �„��,_",.�..� �: e, ...�.,>� ,. .�. � ��`��,�������`�`.� W,� � Avg 11 used by Dicks cstworkers
_, �, __..,. ,. ,:�
DATE: Saturday June 25th
Occupied
Time Interval S aces Source/Notes
1:00-1:15 490 Field work on 6/25/11
1:15- 1:30 494
1:30- 1:45 523
> xar�a a � �,�, -��" a>� � - k'�� s����� s.,s��F�� ... . r__ . ,.
z�s}�������, >�.� r� �r, ,„� h �, .,� ,� „ Avg 10 used by Dicks cst workers
2:00-2:15 � 505
5
ICON Consultant Group,Inc
,
, Existing Parking Demand
' The existing parking demand is calculated based on the occupied square footage and the
occupied parking spaces.
' Existing Square Footage
Ebsting Occupied Square Footage 152.893 tsf
Existing Utilized Parking Spaces
' Peak Occupied Parking Spaces(weekend) 525
Peak Occupied parking Spaces (weekda� 456
WEEKEND
' Fadsting Spaces Occupied per F�dsting Occupied sq ft 3.43 spaces/tsf
WEEKDAY
Ebsting Spaces Occupied per Ebsting Occupied sq ft 2.98 spaces/tsf
� 'Tsf=thousand square feet
� ESTIMATE PROPOSED PARKING DEMAND
Using the calculated Existing Occupied Parking Demand, the parking needs for Total Buildout
' Square Footage at 100%occupancy could be calculated.
PARKING DEMAND
, Existing Square Footage
Existing Occupied Square Footage 152.893 tsf
' Available(Empty) 88.076 tsf
Total Existing 240.969 tsf
' Buildout Square Footage 245.565 tsf
Existing Utilized Parking Spaces
' Peak Occupied Parking Spaces(weekend) 525
Peak Occupied parking Spaces(weekday) 456
Buildout Needs
� WEEKEND
Existing Spaces Occupied per Existing Occupied sq ft 3.43 spaces/tsf
Parking Spaces Needed at Buildout 843
1 Parking Spaces Available at Buildout 899
Excess+/Less- +56
Parking Spaces Adequate Yes
' WEEKDAY
Existing Spaces Occupied per Existing Occupied sq ft 2.98 spaces/tsf
Parking Spaces Needed at Buildout 732
Parking Spaces Available at Buildout 899
Excess+/Less- +167
Parkin S aces Ad uate Yes
6
ICON Consultant Group,Inc
�
'
CONCLUSION
' Based on the collected traffic data and parking inventory data, the Countryside Centre site will
have adequate supply of parking needs with the proposed Ross Department Store.
' This conclusion is based on field collected Existing Parking Demand site inventories and
extrapolating this Demand to estimate the parking needs at Buildout with 100% Occupancy. The
' site's Existing Pazking Demand is 3.43 spaces per thousand square feet on a weekend and 2.98
spaces per thousand square feet on a weekday. Applying this demand to the site's proposed total
square feet yielded an excess of 56 parking spaces on a weekend and 167 parking spaces on a
� weekday. The parking availability at total buildout will be 3.66 spaces per thousand square feet.
From this data and analysis, it is concluded that the Countryside Centre site will have adequate
supply of parking needs with the proposed Ross Department Store.
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ICON Consultant Group, Inc
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APPENDIX A
�
METHOD4LOGY CORRESPONDENCE
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' PARKING DEMAND STUDY METHODOLOGY
' Proiect: Countryside Centre—Ross/Dick's Sporting Goods
Location: US 19/Countryside Boulevard,Clearwater,Fiorida
' Date: March 11,2011
' in Attendance: Robert Teft, Himanshu Patni, Bennett Elbo,Angelo Belluccia
' Introduction
The site is located at the southeast corner of US 19 and Countryside Boulevard.
, Total Existing: 240,969 sq ft
1,026 parking spaces (4.25 spaces per TGSF)
Land Use Mix: Retail(80%)/Restaurant(10%)/Office(10�0)
' Total Proposed: 249,469 sq ft (+7,024 sq ft=+7,868 sq ft-844 sq ft)
(to be verified) 1,000 parking spaces (-26) (4.00 spaces per TGSF)
' Code: Retail=5.0 spaces per thousand square feet. Shared Use Parking.
' Define Existin�Parkin�Demand
Peak Period:
� Document by performing 3 Driveway Hose Counts(7 days)—selected drives see attached.
Define One(1)Peak Hour during Weekday and One(1)Peak Hour during Weekend.
Forward for City Approval prior to commencing Inventory.
' Inventory Parking during Peak Periods:
' Survey Site during Peak Period:One(1)Hour during Weekday and One(1)hour during Weekend.
Up to two(2)surveys will be performed during the peak periods.
Number of Utilized Spaces(Occupied).
' Estimate Demand for Existing Conditions Based on Occupied Square Footage:
Occupied Parking Spaces per Occupied Square Footage Ratio.
1 Estimate Proposed Parkins Demand
' Using the Estimated Existing Demand, Estimate the Total Parking needs for Total Square Footage at 100%
occupancy.
' Optional References:City Code Section 3-1405—Shared Parking and ULI's Shared Parking,Second Edition.
'
'
� � � � � � � � � � � � � � � � � � �
COUNTRYSIDE CENTRE
U.S. Highway 19 and Countryside Boulevard
Clearwater, FL 33761 ---
UNTRYSIDE BOULEVARD
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COUNTRYSIDE CENTRE
U.S. Highway 19 and Countryside Boulevard
Clearwater, FL 33761 COUNTRYSIDE BOULEVARD
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APPENDIX B
�
DRIVEWAY COUNTS
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' Countryside Centre`'
Haurly Entering and Exiting Traffic Volurnes
' Frorn June 7,,2011 through lune�5,2011
tOfAT10N:Coutrysitle;Centre Bivd Access(Traf�c Signal� 1001
' Monday Tuesday Wednesday Thursday Friday Saturday Sunday
TIME
11am-12pm 274 317 318 292 329 269 210
' 12pm-1pm 362 370 402 383 438 418 366
1pm-2pm 384 382 354 387 404 465 373
2pm-3pm 340 316 323 348 366 430 369
' 3pm-4pm 312 273 298 319 339 392 325
4pm-Spm 278 280 257 282 335 387 289
5pm-6pm 272 305 309 314 350 371 304
6pm-7pm 311 283 304 261 314 321 264
' 'LOtAT10N:Village Drive Aaess(Soufih}1002'
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
� TIME
11am-12pm 125 117 167 138 162 132 121
12pm-1pm 166 169 196 161 221 172 188
' 1pm-2pm 163 184 157 167 188 174 168
2pm-3pm 145 142 137 137 149 170 134
3pm-4pm 102 131 114 116 135 166 106
, 4pm-5pm 85 124 90 109 111 128 109
5pm-6pm 112 112 122 108 122 128 86
6pm-7pm 114 119 124 110 147 116 96
� LOCATION;US 19 Access(Soufh)1003 :
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
TIME
' 11am-12pm 88 77 89 87 123 76 66
12pm-ipm 118 112 108 115 129 113 77
1pm-2pm 108 118 122 113 117 117 130
' 2pm-3pm 89 71 105 82 96 154 109
3pm-4pm 78 85 61 64 91 106 104
4pm-5pm 58 99 62 78 90 117 85
' Spm-6pm 62 72 56 82 83 74 54
6pm-7pm 67 88 70 69 100 93 74
GRAND'TOTAL AT THREE ACCE55 POfNTS
' Monday Tuesday Wednesday Thursday Friday Saturday Sunday
TIME
11am-12pm 487 511 574 517 614 477 397
� 12pm-lpm 646 651 659 � � ��' ' 703 631
lpm-2pm 655 684 667 671
2pm-3pm 574 529 565 567 611 612
, 3pm-4pm 492 489 473 499 565 664 535
4pm-5pm 421 503 409 469 536 632 483
5pm-6pm 446 489 487 504 555 573 444
' 6pm-7pm 492 490 498 440 561 530 434
'
, ICON Consultant Group, Inc. Page 1
10006 N. Dale Mabry Hwy, Suite 201
' (813) 962-8689 1001-a
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
' Counry: Pinellas
Start 07-Jun-11 Combined
Time Tue Entrance Exit Total
12:00 AM * * '
' 01:00 * * {
02:00
03:00 * * "
04:00 " * "
' 05:00 * � *
06:00 *
07:00 *
08:00 ` ' `
' 09:00 * * *
10:00
11:00 161 156 317
12:00 PM 211 159 370
' 01:00 177 205 382
02:00 129 187 316
03:00 119 154 273
04:00 133 147 280
05:00 160 145 305
' 06:00 146 137 283
07:00 102 147 249
08:00 65 121 186
09:00 31 84 115 �
' 10:00 3 30 33 �
11:00 2 12 14 ■
Total 1439 1684
Percent 46.1% 53.9%
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, ICON Consultant Group, Inc. Page 2
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1001-a
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
' County: Pinellas
Start 08-Jun-11 Combined
Time Wed Entrance Exit Total
12:00 AM 1 3 4 I
' 01:00 0 2 2 I
02:00 2 5 7 1
03:00 0 0 0
04:00 2 2 4 I
' 05:00 6 3 9 �
06:00 16 8 24 �
07:00 58 32 90 �
08:00 61 51 112 �
� 09:00 � 89 63 152 ��
10:00 117 104 221
... �
11:00 174 144 318 .
12:00 PM 211 191 402
�._ �
, 01:00 159 195 354
02:00 139 184 323
03:00 137 161 298
04:00 122 135 257
. _. ._.. __ . ._
05:00 172 737 309
' 06:00 163 141 304
07:00 107 144 251
08:00 88 142 230
09:00 40 89 129 �
' 10:00 16 60 76 �
11:00 3 17 20 ■
Total 1883 2013
Percent 48.3% 51.7%
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' ICON Consultant Group, Inc. Page 3
10006 N. Dale Mabry Hwy, S�ite 201
' (813) 962-8689 1001-a
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
, County: Pinellas
Start 09-Jun-11 Combined
Time Thu Entrance Exit Total
, 12:00 AM 2 2 4 I
01:00 2 4 6 1
02:00 0 0 0
03:00 2 2 4 I
04:00 3 0 3 I
, 05:00 4 3 7 1
06:00 15 10 25 �
07:00 34 31 65 �
08:00 50 40 90 �
09:00 78 76 154 ���
' 10:00 97 103 � 200
11:00 157 135 292
_ ._
12:00 PM 196 187 383
„_..._ .
' 01:00 197 190 387
02:00 146 202 348
03:00 142 177 319
__ . ._
04:00 124 158 282
' 05:00 161 153 314
06:00 127 134 261
07:00 126 144 270
08:00 66 112 178
09:00 30 83 113 �
' 10:00 13 30 43 �
11:00 4 13 17 ■
Total 1776 1989
Percent 47.2°/a 52.8%
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' ICON Consultant Group, Inc. Page 4
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1001-a
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
, Counry� Pinellas
Start 10-Jun-11 Combined
Time Fri EnVance Exit Total
12:00 AM 1 4 5 1
' 01:00 0 0 0
02:00 1 1 2 I
03:00 4 2 6 1
04:00 5 3 8 1
' 05:00 4 5 9 �
06:00 22 20 42 �
07:00 35 34 69 �
08:00 70 49 119 �
' 09:00 112 76 188
10:00 124 144 268
_ _.
71:00 174 155 329
_
12:00 PM 236 202 438
_. �._.__ ... . T
' 01:00 161 243 404
02:00 166 200 366
.... M . ...� ,_, _ � �.. _ .
03:00 150 189 339 _ .
04:00 140 195 335
_ _. ._. , . _.. .. _
05:00 172 178 350
� 06:00 174 140 314
_ _.
07:00 145 166 311
08:00 109 143 252
09:00 53 119 172
' 10:00 16 63 79 �
11:00 6 10 16 ■
Total 2080 2341
Percent 47.0% 53.0%
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' ICON Consultant Group, Inc. Page 5
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1001-a
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Bivd. Entrance
Weather: Clear
' County� Pinellas
Start 11-Jun-11 Combined
Time Sat EnVance Exit Total
12:00 AM 4 6 10 �
' 01:00 1 3 4 1
02:00 0 0 0
03t00 1 0 1 I
04:00 2 2 4 1
' 05:00 4 3 7 1
06:00 9 9 18 ■
07:00 14 14 28 �
08:00 52 25 77 �
� 09:00 81 76 157 ��
10:00 128 126 254
11:00 145 124 269
12:00 PM " ' '
' 01:00 " " "
02:00 " " �
03:00 ' " '`
04:00 ' ` '
05:00 ; ` ''
1 06:00 ' ' �
o�:oo . * .
a8:oo . � .
09:00 . . .
� 10:00 ' " "
11•00 ` ` ''
Total 441 388
Percent 53.2% 46.8%
' Grand Total 7619 8415
Percentage 47.5°/a 52.5%
ADT Not Calculated
'
'
'
,
'
1
'
'
'
� ICON Consultant Group, Inc. Page 1 I
10006 N. Dale Mabry Hwy, Suite 201
� (813)962-8689 1001-B
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
' County� Pinellas
Start 11-Jun-11 Combined
Time Sat Entrance Exit Total
12:00 AM ` ' �
' 01:00 ` ' �
02:00 � i *
03:00 ' " "
04:00 " ` �
, 05:00 ` '` "
06:00 '' � `
07:00 " '` "
08:00 ' " `
� 09:00 ' " "
10:00 ` ' `
11:00 ` " '
12:00 PM 222 196 418
' 01:00 231 234 465
02:00 200 230 430
03:00 167 225 392
04:00 182 205 387
_. �...__ ., _. _
05:00 188 183 371
' 06:00 177 144 321
07:00 147 162 309
08:00 102 154 256
09:00 49 114 163 ��
' 10:00 10 45 55 �
11:00 10 24 34 �
Total 1685 1916
Percent 46.8% 532%
,
,
�
'
�
,
�
�
'
,
' ICON Consultant Group, Inc. Page 2
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1001-B
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
' County: Pinellas
Start • 12-Jun-11 Combined
Time Sun EnVance Exit Total
12:00 AM 2 5 7 1
' 01:00 1 3 4 I
02:00 2 1 3 I
03:00 2 0 2 I
04:00 2 0 2 I
' 05:00 3 2 5 1
06:00 5 3 8 1
07:00 9 8 17 ■
08:00 14 10 24 �
' 09:00 39 28 67 �
10:00 83 48 131 �
11:00 122 88 210
12:00 PM 188 178 366 __. _
' 01:00 179 194 373
02:00 164 205 369
03:00 161 164 325 � P -
04:00 144 145 289
��. � _ __�
� 05:00 147 157 304
06:00 132 132 264
07:00 58 85 143 �
08:00 36 69 105 �
09:00 12 29 41 �
' 10:00 7 9 16 ■
11:00 2 8 10 �
Total 1514 1571
Percent 49.1% 50.9%
1
'
�
'
�
,
�
'
'
'
1 ICON Consultant Group, Inc. Page 3
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1001-B
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
� County: Pinellas
Start 13-Jun-11 Combined
Time Mon Entrance E�ut Total
12:00 AM 2 0 2 I
' 01:00 0 0 0
02:00 0 0 0
03:00 0 0 0
04:00 1 1 2 I
' 05:00 7 3 10 �
06:00 12 14 26 �
07:00 34 18 52 �
08:00 51 34 85 �
� 09:00 72 66 138 �
10:00 111 98 209
11:00 152 722 274
12:00 PM 196 166 362
' 01:00 180 204 384
02:00 149 191 340
..,.
03:00 137 175 312
04:00 135 143 278
05:00 143 129 272
� 06:00 154 157 311
.. _
07:00 125 752 277
08:00 84 164 248
09:00 21 79 100 �
' 10:00 8 26 34 �
11:00 3 9 12 ■
Total 1777 1951
Percent 47.7% 52.3%
'
'
'
'
'
,
'
�
'
'
' ICON Consultant Group, Inc. Page 4
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1001-B
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
' County� Pinellas
Start 14-Jun-11 Combined
Time Tue Entrance Exit Total
12:00 AM 1 0 1 I
' 01:00 1 0 1 I
02:00 2 0 2 1
03:00 . 0 0 0
04:00 3 1 4 1
' 05:00 5 1 6 1
06:00 2 20 22 ■
07:00 20 33 53 �
OS:00 51 36 87 �
' 09:00 � 104 64 168 ��
10:00 79 82 161 ��_
11:00 157 125 282
_..
12:00 PM 181 167 348
, 01:00 167 179 346
02:00 162 194 356
03:00 104 168 272
04:00 135 128 263
.__.. _ ..._. _
05:00 139 149 288 '
' 06:00 140 134 274
_ . �. _
07:00 113 123 236
OS:00 80 115 195
09:00 30 92 122 �
' 10:00 6 37 43 �
11:00 5 16 21 ■
Total 1687 1864
Percent 47.5% 52.5%
'
'
, �
'
�
�
'
'
'
1
' ICON Consultant Group, Inc. Page 5
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1001-B
Counted By: ICON Date Printed: 16-Jun-11
Counter: 06893 Countryside Blvd. Entrance
Weather: Clear
' County: Pinellas
Start 15-Jun-11 Combined
Time Wed EnVance Exit Total
12:00 AM 5 6 11 �
' 01:00 0 0 0
02:00 0 0 0
03:00 2 0 2 I
04:00 4 2 6 1
, 05:00 6 3 9 �
06:00 17 11 28 �
07:00 53 19 72 �
08:00 52 41 93 �
' 09:00 ` ' `
10:00 ` ' `
11:00 ' " `
12:00 PM ' ' '
� 01:00 � " `
02:00 "` ' '
03:00 ` ` '
04:00 ' ` "
05:00 ' " '
' 06:00 '' " `
07:00 ` ` '
08:00 ' " "
09:00 ' � `
' 10:00 " " '
11:00 ` ` '
Total 139 82
Percent 62.9% 37.1%
' Grand Total 6802 7384
Percentage 47.9% 52.1%
ADT Not Calculated
'
,
'
'
'
'
'
'
'
' ICON Consultant Group, Inc. Page 1
10006 N. Dale Mabry Hwy, Suite 201
' (813) 962-8689 1002-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
Weather: Clear
' Counry: Pinellas
Start 07-Jun-11 Combined
Time Tue Exit Entrance Total
12:00 AM " ' '
' 01:00 * i '
02:00 '
03:00 * * `
04:00 " ` '
' 05:00 + * '
06:00 " '
07:00 ' `
08:00 ' ' `
r o9:00 � . �
10:00 " ` '
11:00 ` � `
12:00 PM 69 100 169
� 01:00 87 97 184
02:00 64 78 142
03:00 68 63 131
04:00 61 63 124
05:00 56 56 112
� 06:00 56 63 119
07:00 43 33 76 ��
08:00 44 31 75
09:00 16 7 23 �
' 10:00 6 1 7 ■
11:00 0 0 0
Totai 570 592
Percent 49.1% 50.9%
'
r
t
�
�
�
�
i
i
1
' ICON Consultant Group, Inc. Page 2
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1002-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
' Weather: Clear
County: Pinellas
Start 08-Jun-11 Combined
Time Wed Exit EnVance Total
, 12:00 AM 0 0 0
01:00 0 0 0
02:00 0 0 0
03:00 1 2 3 1
04:00 2 0 2 I
' 05:00 0 1 1 I
06:00 2 9 11 ■
07:00 4 15 19 �
08:00 16 20 36 �
' 09:00 17 29 46 �
10:00 44 53 97
11:00 69 98 167
12:00 PM 96 100 196
� 01:00 76 81 157
02:00 77 60 137
03:00 56 58 114
04:00 41 49 90
� 05:00 47 75 122
06:00 53 71 124
07:00 48 52 100
08:00 36 28 64 �
' 09:00 36 12 48 �
10:00 13 2 15 �
11:00 2 0 2 I
Total 736 815
Percent 47.5% 52.5%
'
'
�
,
'
'
'
'
'
'
' ICON Consultant Group, Inc. Page 3
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1002-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
' Weather: Clear
Counry: Pinellas
Start 09-Jun-11 Combined
Time Thu Exit EnVance Total
' 12:00 AM 0 0 0
01:00 0 0 0
02:00 0 0 0
03:00 1 1 2 I
' 04:00 0 1 1 I
05:00 1 3 4 1
06:00 3 7 10 ■
07:00 2 20 22 �
08:00 9 21 30 �
� 09:00 33 34 67 �
10:00 33 66 99
11:00 51 87 138
12:00 PM 68 93 161
' 01:00 80 87 167
02:00 65 72 137
03:00 64 52 116
04:00 45 64 109
' 05:00 42 66 108
06:00 44 66 110
07:00 53 57 110
OS:00 33 29 62 �
' 09:00 31 9 40 �
10:00 5 1 6 ■
11:00 1 0 1 I
Total 664 836
Percent 44.3% 55.7%
�
�
'
'
'
'
'
'
'
'
I
' ICON Consultant Group, Inc. Page 4
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1002-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
Weather: Clear
' Counry: Pinellas
Start 10-Jun-11 Combined
Time Fri Exit Entrance Total
' 12:00 AM 0 0 0
Oti:00 0 0 0
02:00 0 0 0
03:00 1 0 1 I
04:00 1 1 2 I
' 05:00 2 2 4 1
06:00 3 8 11 ■
07:00 7 22 29 �
08:00 20 25 45 �
� 09:00 30 61 91
10:00 50 109 159
11:00 71 91 162
12:00 PM 96 125 221
' 01:00 97 91 188
02:00 78 71 149
03:00 63 72 135
04:00 43 68 111
� 05:00 53 69 122
06:00 69 78 147
07:00 67 66 133
08:00 52 44 96
09:00 33 16 49 �
' 10:00 13 2 15 �
11:00 1 1 2 1
Total 850 7022
Percent 45.4% 54.6%
�
'
'
�
�
'
�
'
'
'
' ICON Consultant Group, Inc. Page 5
10006 N. Dale Mabry Hwy,Suite 201
' (813)962-8689 1002-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
Weather: Ciear
' Counry: Pinellas
Start 11-Jun-11 Combined
Time Sat Exit Entrance Total
� 12:00 AM 3 2 5 �
01:00 1 0 1 I
02:00 0 1 1 I
03:00 1 0 1 I
04:00 1 0 1 I
' 05:00 2 4 6 ■
06:00 1 7 8 ■
07:00 5 12 17 �
08:00 7 36 43 �
' 09:00 27 58 85
10:00 51 91 142
11:00 53 79 132
12:00 PM ' * `
' 01:00 ' * *
02:00 '
03:00 " ' '
04:00 "' ' '
, 05:00 ' ' '
06:00 "` ` '
07:00 ` ' '
08:00 * ' '
09:00 * ' '
' 10:00 * ' '
11:00 * ' '
Total 152 290
Percent 34.4% 65.6%
� Grand Total 2972 3555
Percentage 45.5% 54.5%
ADT Not Calculated
'
1
'
'
'
'
'
'
,
I
1 ICON Consultant Group, inc. Page 1
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1002-b
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
' Weather: Clear
CounN: Pinellas
Start 11-Jun-71 Combined
Time Sat Exit Entrance Total
12:00 AM ' " '
' 01:00 * ` `
02:00 ' �
03:00 ` ` "
04:00 ` ` "
' 05:00 * ' `
06:00 " "
07:00 " ` '
08:00 ' ' `
� 09:00 ' ' '
10:00 ' ' '
11:00 ' ' '
12:00 PM 80 92 172
' 01:00 78 96 174
02:00 91 79 170
03:00 81 85 166
04:00 68 60 128
' 05:00 59 69 128
06:00 56 60 116
07:00 72 46 118
08:00 44 28 72
09:00 38 14 52 �
10:00 18 2 20 �
11:00 4 2 6 ■
Total 689 633
Percent 52.1% 47.9%
i
1
1
i
1
1
1
i
1
1
' ICON Consultant Group, Inc. Page 2
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1002-b
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
' Weather: Clear
County Pinellas
Start 12-Jun-11 Combined
Time Sun Exit Entrance Total
12:00 AM 4 2 6 ■
' 01:00 1 1 2 I
02:00 1 1 2 I
03:00 0 0 0
04:00 0 0 0
' 05:00 1 2 3 1
06:00 1 9 10 �
07:00 3 8 11 �
08:00 11 21 32 �
, 09:00 15 28 43 �
10:00 26 35 61 �
11:00 48 73 121
12:00 PM 74 114 188
, 01:00 77 91 168
02:00 64 70 134
03:00 52 54 106
04:00 61 48 109
05:00 55 31 86
, 06:00 45 51 96
07:00 42 13 55 �
08:00 19 17 36 �
09:00 1 S 6 24 �
' 10:00 1 1 2 1
11:00 0 0 0
Total 619 676
Percent 47.8% 52.2%
'
'
'
'
'
'
,
'
�
'
, ICON Consultant Group, Inc. Page 3
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1002-b
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
' Weather: Clear
Countv: Pinellas
Start 13-Jun-11 Combined
Time Mon Exit EnVance Total
' 12:00 AM 1 1 2 1
01:00 0 0 0
02:00 0 0 0
03:00 2 0 2 I
04:00 0 1 1 I
' 05:00 0 1 1 I
06:00 1 8 9 ■
07:00 1 11 12 �
08:00 S 22 30 �
' 09:00 20 26 46 �
10:00 32 47 79
11:00 55 70 125
12:00 PM 64 102 166
, 01:00 78 85 163
02:00 68 77 145
03:00 59 43 102
04:00 50 35 85
, 05:00 45 67 112
06:00 50 64 114
07:00 55 36 91
08:00 36 35 71
09:00 22 5 27 �
� 10:00 4 1 5 ■
11:00 0 0 0
Total 651 737
Percent 46.9% 53.1%
'
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1
'
'
�
,
,
'
'
'
' ICON Consultant Group, Inc. Page 4
10006 N. Dale Mabry Hwy,Suite 201
' (813)962-8689 1002-b
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
' Weather: Clear
County: Pinellas
Start 14Jun-11 Combined
Time Tue Exit Entrance Total
' 12:00 AM 2 1 3 1
01:00 0 0 0
02:00 0 0 0
03:00 1 0 1 I
04:00 0 0 0
' 05:00 0 6 6 ■
06:00 7 10 17 �
07:00 5 12 17 �
08:00 11 24 35 �
' 09:00 36 31 67 ��
10:00 22 42 64 ��
11:00 47 70 117
12:00 PM 81 86 167
, 01:00 81 79 160
02:00 77 57 134
03:00 57 55 112
04:00 37 46 83
� 05:00 55 47 102
06:00 44 36 80
07:00 49 39 88
08:00 30 30 60 �
09:00 26 14 40 �
' 10:00 11 1 12 �
11:00 1 2 3 1
Total 680 688
Percent 49.7°/a 50.3%
�
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'
'
'
'
'
'
'
,
1
' ICON Consultant Group, Inc. Page 5
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1002-b
Counted By: ICON Date Printed: 15-Jun-11
Counter: 08862 Village Dr. Entrance
Weather: Clear
' County: Pinellas
Start 15-Jun-11 Combined
Time Wed Exit EnVance Total
' 12:00 AM 1 0 1 I
01:00 0 0 0
02:00 0 0 0
03:00 3 1 4 /
04:00 4 1 5 ■
' 05:00 0 2 2 1
06:00 2 14 16 �
07:00 4 12 16 �
08:00 14 28 42 �
� 09:00 ` ` '
10:00 ' * '
11:00 ' * `
12:00 PM * * *
' 01:00 " ' `
02:00 ' * `
03:00 ' * '
04:00 * * *
' 05:00 * * *
06:00 * * *
07:00 * ' '
08:00 ' ' '
09:00 ' ' '
' 10:00 � " *
11:00 ' * *
Total 28 58
Percent 32.6% 67.4°/a
' Grand Total 2667 2792
Percentage 48.9% 51.1%
ADT Not Calculated
�
'
'
,
,
'
'
�
'
' ICON Consultant Group, Ina Page 1
10006 N. Dale Mabry Hwy, Suite 201
' (813) 962-8689 1003-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
' Weather: Clear
Counry: Pinellas
Start 07-Jun-11 Combined
Time Tue Entrance Exit Total
' 12:00 AM * • *
01:00 * * `
02:00 * * •
03:00 * " *
04:00 * * *
' 05:00 ' • `
06:00 * • •
07:00 * ` *
08:00 * ` '
� 09:00 * " •
10:00 " * *
11:00 ' • *
12:00 PM 76 36 112
� 01:00 73 45 118
02:00 49 22 71
03:00 59 26 85
04:00 70 29 99
, 05:00 51 21 72
06:00 64 24 88
07:00 47 26 73
08:00 28 26 54
' 09:00 3 17 20 �
10:00 3 8 11 �
11:00 2 0 2 1
Total 525 280
Percent 65.2% 34.8%
�
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,
1
'
,
'
'
'
,
' ICON Consultant Group, inc. Page 2
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1003-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
Weather: Clear
' Countv: Pinellas
Start 08-Jun-11 Combined
Time Wed Entrance Exit Total
' 12:00 AM 0 0 0
01:00 1 1 2 1
02:00 0 3 3 /
03:00 0 0 0
04:00 4 0 4 ■
' 05:00 1 2 3 �
06:00 2 1 3 �
07:00 5 7 12 �
08:00 17 9 26 �
' 09:00 25 13 38 �
10:00 48 24 72
11:00 64 25 89
__. _
12:00 PM 73 35 108
' 01:00 66 56 122
02:00 66 39 105
03:00 34 27 61
04:00 41 21 62
' 05:00 45 11 56
06:00 38 27 65
07:00 38 32 70
08:00 27 23 50
09:00 7 17 24 � '
, 10:00 5 12 17 �
11:00 1 1 2 1
Total 608 386
Percent 61.2°/a 38.8%
�
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'
,
'
'
'
,
'
,
' ICON Consuitant Group, Inc. Page 3
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1003-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
Weather: Ciear
' County: Pinellas
Start 09-Jun-11 Combined
Time Thu Entrance Exit Total
' 12:00 AM 0 0 0
01:00 0 0 0
02:00 0 0 0
03:00 4 4 8 �
04:00 0 1 1 I
' 05:00 3 0 3 �
06:00 2 1 3 �
07:00 6 7 13 �
08:00 10 6 16 �
' 09:00 18 11 29 �
10:00 40 8 48
11:00 67 20 87
12:00 PM 76 39 115
� 01:00 63 50 113
02:00 56 26 82
03:00 42 22 64
04:00 55 23 78
, 05:00 60 22 82
06:00 52 17 69
07:00 28 38 66
08:00 18 15 33 �
09:00 8 13 21 �
� 10:00 1 8 9 �
11:00 2 2 4 ■
Total 611 333
Percent 64.7% 35.3%
'
,
'
'
'
'
'
,
,
,
, ICON Consultant Group, Inc. Page 4
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1003-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
' Weather: Clear
Counry: Pinellas
Start 10-Jun-11 Combined
Time Fri EnVance Exit Totai
' 12:00 AM 0 2 2 1
01:00 0 0 0
02:00 0 0 0
03:00 0 4 4 ■
04:00 0 0 0
' 05:00 1 0 1 I
06:00 4 1 5 ■
07:00 9 6 15 �
08:00 12 7 19 �
' 09:00 30 12 42 �
10:00 70 20 90
11:00 88 35 123
12:00 PM 80 49 129
01:00 76 41 117
' 02:00 52 44 96
03:00 61 30 91
04:00 61 29 90
05:00 62 21 83
' 06:00 70 30 100
07:00 56 38 94
08:00 40 37 77
09:00 13 24 37 �
' 10:00 4 15 19 �
11:00 5 18 23 �
Total 794 463
Percent 63.2% 36.8%
'
'
,
1
'
'
'
'
,
'
' ICON Consultant Group, Inc. Page 5
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1003-A
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
' Weather: Clear
County: Pinellas
Start 11-Jun-11 Combined
Time Sat Entrance Exit Total
' 12:00 AM 1 2 3 �
01:00 0 0 0
02:00 0 1 1 1
03:00 0 2 2 1
04:00 0 0 0
, 05:00 0 0 0
06:00 1 0 1 I
07:00 5 3 8 �
08:00 15 4 19 �
' 09:00 35 10 45 ��
10:00 52 32 84
11:00 56 20 76
12:00 PM ' * *
' 01:00 ' * *
02:00 * `
03:00 * * '
04:00 * ` '
' 05:00 * ` *
06:00 * ' *
07:00 * * '
08:00 ' ' *
09.00 ' * "
� 10:00 * ' *
11:00 * " "
Total 165 74
Percent 69.0% 31.0%
, Grand Total 2703 1536
Percentage 63.8°/a 36.2%
ADT Not Calculated
'
'
,
1
'
1
1
'
'
I
' ICON Consultant Group, Inc. Page 1
10006 N. Dale Mabry Hwy, Suite 201
' (813) 962-8689 1003-B
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
Weather: Clear
' County: Pinellas
Start 11-Jun-11 Combined
Time Sat Entrance Exit Total
12:00 AM * ' *
� 01:00 ' ` "' I
02:00 ' ' '
03:00 ` " "
04:00 ' ` '
' 05:00 ` � i
06:00 ` ' '
07:00 ` ` ' �I
08:00 ' ' '
09:00 ` ' " !�
' 10:00 ' ` ' ,
11:00 ' ' ' i
12:00 PM 78 35 113
01:00 85 32 117 I
' 02:00 106 48 154 i
03:00 68 38 106
04:00 75 42 117
05:00 51 23 74 I,
' 06:00 49 44 93
07:00 67 35 102
08:00 45 59 104 ,
09:00 11 19 30 �
� 10:00 4 11 15 � I
11:00 1 13 14 �
Total 640 399 I
Percent 61.6% 38.4% '
'
'
i
1
i
1
1
1
1
1
' ICON Consuitant Group, Inc. Page 2
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1003-B
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
' Weather: Clear
Countv: Pinellas
Start 12-Jun-11 Combined
Time Sun EnVance Exit Total
' 12:00 AM 2 1 3 /
01:00 0 2 2 1
02:00 0 1 1 (
03:00 0 0 0
� 04:00 0 0 0
05:00 0 2 2 1
06:00 0 1 1 I
07:00 1 2 3 I
08:00 5 6 11 �
' 09:00 8 10 18 �
10:00 43 11 54
11:00 51 15 66
12:00 PM 53 24 77
' 01:00 91 39 130
02:00 75 34 109
.
03:00 66 38 104
04:00 49 36 85
' 05:00 28 26 54 ��
06:00 39 35 74
07:00 21 26 47 �
08:00 9 22 31 �
' 09:00 5 10 15 �
10:00 2 7 9 �
11:00 1 1 2 1
Total 549 349
' Percent 61.1% 38.9%
'
'
'
'
'
'
'
'
'
' ICON Consuitant Group, Inc. Page 3
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1003-B
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
Weather: Clear
' County: Pinellas
Start 13-Jun-11 Combined
Time Mon Entrance Exit Total
' 12:00 AM 0 1 1 I
01:00 1 0 1 I
02:00 0 0 0
03:00 1 2 3 1
04:00 1 0 1 I
' 05:00 4 0 4 ■
06:00 3 1 4 ■
07:00 9 2 11 �
08:00 9 8 17 �
' 09:00 21 6 27 �
10:00 37 12 49 �
11:00 60 28 88
12:00 PM 71 47 118
' 01:00 67 41 108
02:00 59 30 89
03:00 45 33 78
04:00 39 19 58
05:00 44 18 62
' 06:00 50 17 67
07:00 36 26 62
08:00 32 20 52
09:00 7 10 17 �
' 10:00 5 8 13 �
11:00 3 3 6 ■
Total 604 332
Percent 64.5% 35.5%
'
,
'
�
'
'
'
'
'
'
' ICON Consultant Group, Inc. Page 4
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1003-B
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
Weather: Clear
' County: Pinellas
Start 14-Jun-11 Combined
Time Tue Entrance Exit Total
' 12:00 AM 1 1 2 1
01:00 0 0 0
02:00 0 0 0
03:00 0 0 0
04:00 4 0 4 ■
' 05:00 0 1 1 1
06:00 4 2 6 ■
07:00 7 3 10 �
OS:00 13 3 16 �
' 09:00 21 11 32 �
10:00 35 12 47 �
11:00 65 12 77
12:00 PM 71 32 103
01:00 68 43 111
02:00 51 32 83
� ..__. _,
03:00 44 19 63
04:00 43 15 58
' 05:00 54 22 76
06:00 48 26 74
07:00 45 31 76
08:00 27 24 51 �
09:00 3 23 26 �
� 10:00 6 6 12 �
11:00 2 1 3 I
Total 612 319
Percent 65.7% 34.3%
'
'
'
,
�
'
,
'
'
1
' ICON Consuitant Group, Inc. Page 5
10006 N. Dale Mabry Hwy, Suite 201
' (813)962-8689 1003-B
Counted By: ICON Date Printed: 15-Jun-11
Counter: 05170 U.S.19 Entrance
Weather: Clear
� Countv: Pinellas
Start 15-Jun-11 Combined
Time Wed Entrance Exit Total
' 12:00 AM 1 1 2 1
01:00 0 0 0
02:00 0 1 1 (
03:00 2 3 5 ■
04:00 4 0 4 ■
' 05:00 3 0 3 1
06:00 2 1 3 /
07:00 6 2 S �
08:00 8 9 17 �
' 09:00 + ' *
10:00 `
11:00 ' ` '
12:00 PM ' * '
� 01:00 * ' '
02:00 ' ' '
03:00 * ' '
04:00 ' "' '
� 05:00 * ' "
06:00 ' " '
07:00 " * *
08:00 ' * '
09:00 ' ' '
' 10:00 * * "
11:00 ' ' *
Total 26 17
Percent 60.5% 39.5%
� Grand Total 2431 1416
Percentage 63.2% 36.8%
ADT Not Calculated
�
'
'
'
'
1
1
i
- 1
,
,
1
�
'
APPENDIX C
�
PARKING INVENTORY FIELD
�
WORKSHEETS
�
�
�
�
�
�
1
�
�
� �
�
�
� � � � � �■■� � � r � � � a■■ � � � ■� � �
COI�iVTRYSI DE CENTRE ��57iti� s�� ��v€�-ro ���z--
U.S. Highway 19 and Countryside Boulevard '
��'���i �L�lr
Clearwater, FL 33761 COUNTRYSIDE BOULEVARD ,�,�
- _..- Ta�t►. PM�K�NC S�Drtscf • p�
!w/!F�lwr��tAlj J
�' _---=- -— —- -—�- 'I'us�n. N+�wo�cA P S�hiES • Ll
' , � —
NORTH � �I� � �
>" 1j1Gkf CoNt7w+tt�aw� ���l�o
I
%�S� � i�lrnrmirn�nll l� (��m�1P��T�l�bnriT�7� vn+�r�M� sr�� • � Se
�- --
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/ �
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; ���-' , \ � _. �,� � �{}}}}��{}�-�' -� -
; �� � � � � 6 ���w� ��
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%����,,� � �o ;�,?�};�I�i�-I-i l�H�i! , �j 1
c � 1 .
°� �' qa�, . �
II�IIIII��IIIIIII'�������� HOMELOODS
�
� � ''�:�TIll1T',lTlll�f�lllTllTf•1�� '! ,J �
� �'9 � GOA _ �
������.IIIIII�� v
� " � �� '���I�TIIIIII�I.rTfII�IIU � �I
,,� •;at �o� a ,� FoT = � i!
�,.�049fR.�cTUV �� =�1�11 I I I i l I U � �
G DICK'S SPORTING GOODS _ �
.f �� FOS
�:� AOA i� �_�� HOE •s�
� TJ MNIX '
%y ��✓f i�`'��� �oA �������-�im�� FOP ,` , � , ' ;
�9� ' � �/� ��j '°l�Tllllllll�� FOM � I �
� ;;' � FOG ��
l� 1i,�i� ,�, Foc �
/'" „ , ��
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`��' FOE - � I
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j
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•\ ^/,�� ,�`' �\ A ' �
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n..x.er x�..ww.wir�>w wne..s a.�+w.�r n.rn..�..�.wu.w m.r w rawr w.,�.�r�x..a+.a er m.w.w.
� � � � � � � � � � � � � � � � � � �
C.0 V iV I KY g I U t C.tN I Kt ���N� SP,� ,N,���,�-y �,�Z
U.S. Highway 19 and Countryside Boulevard �����
Clearwater, FL 33761 COUNTRYSIDE BOULEVARD ��I� ��p ✓1/
. . TJTAL �/NtKINL S��tS ' �ZC y
(w/FM��CN)
/, �ro�----�----
� -— 'furxt- 6F,kv�o�c,�P 'S�htEi • L't
NORTH ' � �
I� / �1Gk1 toN�lw�tTU�v ���1�
� %'",�'� � �� ��:i�ii iiiiiniiii ' �:�n�iii�.!�aiii�4�Niiii�ii� v��r,w� sP�� � $�
-�� ��,� ,��� ��
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`�j�� ��������� �k
j- '�!i✓ /� s%j/��f'`''� �� d����11 I I I I 1 I��TTfllTfi! ' ���,
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I •,�.�p �o�dp c o,'�I I I I Il i ITl ITTP�TTT I 1''I IlllTll� t � � �
1 '
� ,,�ZI�'�,I I I I I I I r � ] HOME GOODS � � �
'� oy iiiiiiiiu • , GOA � I
s! � ,' !
, O �I
, � �++�+�, � I
�' ` °:�i �o� a , FoT -
� �.�ONYILNCTJ1l �� �,f�IryII-ryI� II � "I '�
�j DICK'S SPORTING GOODS '''''���� I
��� ` :a AOA �1 I I I I I IJ����i FOS HOE '
� ;'' r�Mn�a �I I I RiTTiTl �
�;� FOR � 1 � I
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'9� `�-. ��������_�_J� � ��
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W1WpaI�;��Glm� ��aMW�M bu w4���o�MnW��m m����MUmbn.
iwx nrnMn u IM`+p r��is����+YN�M�a4ul�W�nn�le�W�n�nintlNfr w n�nfmM<MY�N Ux
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\r�0 ��� I KY�JIV � �`� I �� -JIICJVIVIIVINI�1 _
U.S. Highway 19 and Countryside Boulevard ' �A���� �"'��� �'N S��
Clearwater, FL 33761 COUNTRYSIDE BOULEVARD �yQ
i` _ . TJ'B�L �kRK�NL S�PKttl � S!'N
�(� �w/FF+1+�p�t Al�
� -�__ 1 ��'Y�L FFy!'M�O�L�{I S�itCES ' Z.�I
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'► �(�N�j� _ II ��—I----,---
NORTH '
tjlGkf CoNUw.tTan, ��IS�
l_�') -�-� � 1 I�. �� Pndr�wl. SPKcts • $b
; \ �aiuiiiiiiiiin ,iiiiu 6��,biiiiiiii _
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� �,,�_ �'�i,'���� ��-----� ..� ,.o��� �—------� ��' 1 P°rk'"� 5p�nce5
�j ���1��_ � �������� � o y
--� 6 �IIIIIII. - /
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! %����.;�ro° �, �+o ' `�TI��' "'i i i i!' ;: '
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' � �� � � ' ' ' HOMEGOODS
� J
y '9 GOA � ,
j � �� nil�� �
� �� ' � �O� � I�'� J FOT � ���
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� G^ DICK'S SPORTING GOODS L�� FOS .S� ,, "/
�� �:s AOA �z,,� HOE , �
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C.(�l.�ll1 I KY�IUt t.tl�q I I�� ��;�� ,
U.S. Highway 19 and Countryside Boulevard
Clearwater, FL 33761
COUNTRYSIDE BOULEVARD ` ��
� TJ1XL �P/N�KtNC S'P�tS •� ��
1 �\�\ �w/lFrF«r��tnl)
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NORTH �' � � �
1JICk� CJNS1rwLTJwi CLIt�O
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. � '� �__—.� e e� '��rol��'�� �'_—__.. _ _.__ _.� ��/
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( '�o iiiii�ii iii�iii iiiii n i u iiii �
; � C+ GOC GOD
. I �;, � �o� s9'H�h���'�I- � � ,-EO-� ' � ✓
o� •.
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1 ' '�C �✓ 3i���'�i�i
, 1 �,'+� �,�� � �4 fOT
� �.ONSt�wcrov �� ,>J�i i 'qy��r,''�
� � � DICK'S SPORTING GOODS �' /'�11�►
f � � �s AOA ���� FOS �� �
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� � � � � � � � � i � S � � � � � � �
�.tJ�"rV I KYgIUt 1.t10� r I��
U.S. Highway 19 and Countryside Boulevard
Clearwater, FL 33761 COUNTRYSIDE BOULEVARD
'►'a�tt. PIrR�wC S?�ti ' ���
(�w/FFlIwN�eAO)
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FOS
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�.,�I�IV I l�tY�lUt l.tl� I F�t �2����
U.S. Highway 19 and Countryside Boulevard
Ciearwater, FL 33761
COUNTRYSIDE BOULEVARD �
. '�JTIIL PIkRKW� S�PA'ttS ' �
. . (w/FM�..n�tAO)
� ,,t������� -—- -—---- � -— , , -— �fUsxt. H+lw��t,�P �S�h�K • �,'.
11 ���� ��,A� � _ �- _ _—�_- ' ' __.
,� ; � �J1GkS CJNC1w+tTJ�v CNtF�
/ -\ I Pntr�N� SPkc�s ' $��
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� �� GOC GOD ' `
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i
\�:: AOA zz`�� HOE �i '
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6
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U.S. Highway 19 and Countryside Boulevard
Clearwater, FL 33761 COUNTRYSIDE BOULEVARD
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