FLS2008-08021Fps zaob- ow/ ��
21-65 PALMETTO ST
I COUNTRYSIDE DENTAL,
10,1114=61 "ll
ATLAS# 280B
ZONING: 0
LAND USE: R/OG
RECEIVED: 07/02/2008
INCOMPLETE: '7;
COMPLETE:
MAPS:
PHOTO S:
STAFF REPORT:
DRC:
CDB:
1.
CoverSheet
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Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727 - 562 -4567
Fax: 727-562-4865
X3 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 $
CASE #:...�
RECEIVED BY (staff initials):
DATE RECEIVED:
ORIGINAL
RECEIVED
JUL 0 0 2008
PLANNING DEPARTMENT
CITY OF CLEARWATER
NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED,, (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive Infill Redevelopment Project
(Revised 04/24/2007)
PLEASE TYPE OR PRINT-
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A)
APPLICANT NAME: Countryside Development LLC
MAILING ADDRESS: 793( 3rd Avenue South St. Petersburg, FL 3370.7
PHONE NUMBER: ( 727 ) 34 5 -1200 FAXNUMBER:.( 727 ) 344 -0082 -
CELL NUMBER ( 727) 410 -7733 EMAIL: in.ternati- onalconst�gmaiT. c0
PROPERTY OWNER(S):
List ALL owners on the deed
AGENTNAME: Brian A. Barker, P.E. / Deuel & Associates
MAILING ADDRESS: 4625 East Bay Drive, Suite 211, Clearwater, -- 337b+ -` - --
PHONE NUMBER:
(7 2 7) 8 2 2 -4151 FAX NUMBER: _...._821 ..._7.25 ... 5 .... ............_..- ...................
CELL NUMBER: EMAIL: briars @deuelengineering.com
B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A)
PROJECT NAME: Countryside Dental PROJECT VALUATION: $ 500,000
STREET ADDRESS 22165— Pa1metto_S-treeT__ - - �
PARCELNUMBER(S): 12-29-15-70182-400-0101
- -- -._....._.._.......... ...... .... ........ .... _ ............ _ ..........................._...._..__......_.. .......__...._......_......_._. .........._.._..----- ... ............ ......... ......... ...... _ .... _ .......... _ .........
..
PARCEL SIZE (acres): 0.35 PARCEL SIZE (square feet): 1 5
LEGAL DESCRIPTION: See attachment —
PROPOSED USE(S): D e n.t a l Office
DESCRIPTION OF REQUEST: Reduction of Front Setbacks from 25' to 21.9'
Specifically identify the request Reduction of west side setbacks from 20'__t6_6_.
(include number of units or square
footage of non - residential use and all Reduction of east side setbacks o r m _2_P —to 5-.
requested code deviations; e.g. R e C C t 1 o ri oT r e at s e t b a c k s f r o m=T---f-6-1-57T----
reduction in required number of - — — parking spaces, spaces, specific use, etc.)
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DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TT) ,.A PREVIOUSLY APPROVED PLANNED UNIT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents)
C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5)
�I SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY 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 surrounding uses are: Attorney office, church and afuneral
home. This proposed dental office will be in harmony with the
surrounding uses.
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.
The surrounding land is already developed. The construction of
this - project will add value to the existing developments.
3.
The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the, proposed use.
A professional office .(dental) is proposed. Normal working hours
will be maintained. The office will not adversely affect residents
or workers in the surrounding area.
4.
The proposed development is designed to minimize traffic congestion.
One driveway entrance and adequate (more'than code .required) '
...._._ ........ ......... _._ ............. ......................................_..__..__._..__..._.....---------......__............._._...__.._......_..._...----......_...._........._.._._.._....---._.._..__.........._..---.._..__....._._..._...._...._......-............_..------._.--_.......----.._. ._........._._...._.._.._...... _.._..__....._....._......_
parking is being provided.
5.
The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
The character of the surrounding community is a mix of professional
service offices and churches. A dental office will fit right in.
6.
The design of the proposed. development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on
adjacent properties.
Their will be no visual by products noise or smells.generated by
-- .................. ........_.-...... ... .... _..._............. .............. ...__...._..- -..__...__ ..... ............... _ .......... - - - .... --....................... .......... __. .... ......._.............. .__........__...._..__......_.. ---.._._....---... ..._........_...__......_....__ ............... ..... ...... _.. ................. .... _ ...... _._
the proposed dental office..
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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 and /or development standards set forth in this
zoning district.
Given the required setbacks, it is not possible to provide for
adequate parking given the lot width.
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
A professional office (dentist) is consistent and a desirable use
Eelating to the codes of the zoning district.^
3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties.
The proposed development of a dentist office is in harmony with
the existing adjacent uses of an attorney, church and funeral home.
4. Adjoining properties will not suffer substantial detriment as a result of the proposed development.
The adjoining properties will not suffer detriment, see answer
to #3.
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 developme t of a ne and /or presery tion of workin waterfront use.
a. yes; b. yes; c. yes; d. n%a; e. n /a; n�a
................................. .._........_.... _ ..................................... .. ............ ._ ..... _ ........ ._. ....... ... .... _ ... _ ..... ......... - ... -- .............................. . .............................. .............................._......... _ ....... ...................................... ............................... ....................................... ............ ...... ................. ...... .. ... ...._... ................_._..........._
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;
M Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.;
fi 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 des' n and a ropriate distance be ee uildin s.
a. Complies; b. complies; c. Complies; d. See alsove, arc l e� ur�al
features where appropriate are being used. Piease-n—onarne
small sife of the site and limited area.
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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 involve addition
or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of
Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement.
NI If a plan is not required, the narrative shall provide an explanation as to why the site is exempt.
M At a minimum, the STORMWATER PLAN shall include the following;
N Existing topography extending 50 feet beyond. all property lines;
M 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.
�l 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.
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
ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following):
BAB`�'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)
r3 SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies;
Iffi 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;
f� 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;
❑ 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 whether or not
dev iati2% to the parking standards are approved;
GRADING PLAN., as applicable;
❑ PRE,LIN
IMARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided);
E3 FNV CO 1 PA RECORDED PLAT, as applicable;
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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 "):
X Index sheet referencing individual sheets included in package;
X North arrow;
X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
.................
X All dimensions;
N/A Footprint and size of all EXISTING buildings and structures;
X_ Footprint and size of all PROPOSED buildings and structures;
X All required setbacks;
X All existing and proposed points of access;
...... ... _....
X All required sight triangles;
Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including
X description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements;
X Location of all street rights -of -way within and adjacent to the site;
...................
Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas
X and water lines;
X All parking spaces, driveways, loading areas and vehicular use areas;
X Depiction by shading or crosshatching of all required parking lot interior landscaped areas;
N A Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening
{per Section 3- 201(D)(i) and Index #701);
X Location of all landscape material;
X Location of all onsite and offsite storm -water management facilities;
.................
N/A Location of all outdoor lighting fixtures; and
X Location of all existing and proposed sidewalks.
21 SITE DATA TABLE for existing, required, and proposed development, in written /tabular form:
EXISTING REQUIRED PROPOSED
X Land area in square feet and acres; 151395 0 - -15 A('
NIA Number of EXISTING dwelling units;
X_ Number of PROPOSED dwelling units; Q
X Gross floor area devoted to each use;
Parking spaces: total number, presented in tabular form with the
X number of required spaces;
Total paved area, including all paved parking spaces & driveways,
X expressed in square feet & percentage of the paved vehicular area;
Official records book and page numbers of all existing utility _
X easement;
X Building and structure heights;__.... _
X Impermeable surface ratio (I.S.R.); and
X Floor area ratio (F.A.R.) for all nonresidential uses.
6 REDUCED COLOR SITE PLAN to scale (8'/z X 11);
El FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: N/A
..................
One -foot contours or spot elevations on site;
Offsite elevations if required to evaluate the proposed stormwater management for the parcel;
All open space areas;
Location of all earth or water retaining walls and earth berms;
Lot lines and building lines (dimensioned);
...................
Streets and drives (dimensioned);
Building and structural setbacks (dimensioned);
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 "):
X All existing and proposed structures;
X Names of abutting streets;
X Drainage and retention areas including swales, side slopes and bottom elevations;
.................
X Delineation and dimensions of all required perimeter landscape buffers;
X Sight visibility triangles;
X Delineation and dimensions of all parking areas including landscaping islands and curbing;
X Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required
_ tree survey);
X Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant
_ schedule;
X 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
X protective measures;
.......... .....-
X Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and
percentage covered;
N/A Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
X Irrigation notes.
..................
5 REDUCED COLOR LANDSCAPE PLAN to scale (8'/z X 11);
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.
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23)
N BUILDING ELEVATION DRAWINGS —with the following information;
X All sides of all buildings;
X Dimensioned;
X Colors (provide one full sized set of colored elevations);
X Materials;
�. Sight visibility triangles;
221 REDUCED BUILDING ELEVATIONS— same as above to scale on 8' /z X 11.
J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806)
❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (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)
❑ Comprehensive Sign Program application, as'applicable (separate application and fee required).
❑ Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application.
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Planning Department
100S 0 uth Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727 - 562 -4567
Fax: 727-562-4865
bi SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
IX SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and
application are required to be collated, stapled and folded into sets
CASE NUMBER:
RECEIVED BY (Staff
DATE RECEIVED:
* NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN
CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION.
COMPREHENSIVE LANDSCAPE PROGRAM
(Revised 04/24/2007)
PLEASE TYPE OR PRINT—
APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A)
APPLICANT NAME: Countryside Development LLC �_
MAILING ADDRESS: 7936--3rd Avenue South, St. Petersburg, FL 33]0]
PHONE NUMBER: (72]) 345-1200
7 FAX NUMBER: 727 344 -0082
— -- —
CELL NUMBER: 1727 10 -7733 EMAIL: internationalconst @gmail.com
PROPERTY OWNER(S):
List ALL owners on the deed
AGENTNAME: Brian A. Barker, P.E. / beuel & Associates
............... ........ ... ....._..._... ..... _._ ......... .............. ...................................... _........................_._... .... ...._.._.... .... -......._................_.. ... ... _.. ........... _....._.........__... ................... _ .... __ ... _.._ ............ .._......._........_........................................ _ ... .... .....
MAILING ADDRESS: _462�,__East Bav_ Drive Suite 211*., Clearwater, FL 33764 _
PHONE NUMBER: (727) $22 -4151 FAXNUMBER: (727) 821_7255
CELL NUMBER: _ EMAIL: Brian @deuelengineering.COm
1. ARCHITECTURAL THEME:
a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings
proposed or developed on the parcel proposed for the development.
The landscapin rovided is in character and theme with the develep en of
the proposed professional office.
OR
b. The design, character, location and /or materials of the landscape treatment 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. ORIGINAL
cN�
_.__.____.. .....__._.....__._....__._.__.. __.__.....__._.._._._......_._.___.__._.___... ........__..__-- -._._...._._.._ _.. __ .._____. _ .___ _ _._.___._......... MIAMI WG -PA A
C!TY OF CtEA!Z-11'4A't FR
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'FROM (WED)JUN 25 2008 14:18/ST.14:18/No.7500000828 P 3
•
2. COMMUNITY CHARACTER:
The,landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater.
Native vegetation and attractive landscaping will make for an
attractive development.
3. PROPERTY VALUES:
The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial Impact on the value of the property in the
Immediate vicinity of the parcel proposed for development.
The proposed landscaping will provide a buffer from the densely developed
nelghboring site.
4. SPECIAL AREA OR SCENIC CORRIDOR PLAN:
The landscape treatment proposed in the Comprehensive Landscape Program i5 Consistent with any special area or scenic corridor plan which
the City Of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located.
N/A
THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL
TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE
LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA, THE USE OF LANDSCAPE PLAN$, SECTIONS / ELEVATIONS.
RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET.
SIGNATURE:
I, the undersigned, acknowledge Met all representations made In
this application are true and accurate to the best of my
knowledge and authofite City representatives to visit and
photograph the property described in this application.
Signature of property owner or rep' tative �~
Florida JOHN F CARR
05 0
m Public. State of _PxOres Feb.
i OF FLORIDA, COUNTY OF PIN
to and subscribed before me this
produced
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Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727 - 562 -4567
Fax: 727 -562 -4865
SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
LX SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and
application are required to be collated, stapled, and folded into sets
0 SUBMIT FIRE PRELIMARY SITE PLAN: $200.00
0( SUBMIT APPLICATION FEE $ 1 , 205 .00
2165 PALMETTO ST
FLD2008 -07018
COUNTRYSIDE DENTAL
Zoning: O atlas# 280B
* NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE DEVELOPMENT APPLICATION
(Revised 04/24/2007)
PLEASE TYPE OR PRINT
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A)
APPLICANT NAME:
MAILING ADDRESS:
PHONE NUMBER:
CELL NUMBER:
OWNER(S):
PROPERTY
List ALL owners on the deed
AGENT NAME:
MAILING ADDRESS:
PHONE NUMBER:
CELL NUMBER:
Countryside Development LLC
-- -- - --_._._._...__..... ..._..__....._.- ....__..__.._.. -._..._...__........_..— _._...__._._ ... _ ..... __....._.
7_936 3rd Avenue South, St. Petersbu
(727) 345 -12 00 FAX NUMBER:
(727) 410 -7733 , EMAIL
IL (t_S
P. FL 33707
727) 344 -0082 _
nternationalconst @gmail.com
Brian A. Barker, P.E. / Deuel & Associates
4625 East _Bay Drive, Suite 21 1 ._._Clearwater. F L_�3 7 F
(72]) -822 -4151 FAX NUMBER: (727) 821 =7255
EMAIL: brian@deuelengineerinq.com
B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A)
PROJECT NAME: Countryside Dental PROJECT VALUATION: $ 500,000
.......... . ._..._ .. .._.. ...... ....... ...__......__..._._.._......_..._.__ . ........... .
STREET ADDRESS 2165 Palmetto Street
PARCEL NUMBER(S): 12 -29 - 15 - 701$2- 40.0 -01 alyu�_____ _
PARCELS IZE (acres): 0.35 — PARCEL SIZE (square feet): � 95
LEGAL DESCRIPTION: See attachment
PROPOSED USE(S): Dental Office
DESCRIPTION OF REQUEST: Reduction of Front Setbacks from 25' to 21 .9 t C
Specifically identify the request Red UCt Imp S i de Set��S�SSS_.fCOm_20 _t0 1 5 t
(include number of units or square — N
footage of non - residential use and all P,ed..U.0 ..I:_o.0._...._Q..___. Rea... C_.._$_ etb. s�C{ S. S.... ..._flofll..._..._- 20.'__t,o__l ........ .... ......
requested code deviations; e.g.'t
reduction in required number of
jX
parking spaces, specific use, etc.)
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DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents)
C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5)
U SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP
(seepage 7)
D.
WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913 -A)
12
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 surrounding uses are: Attorney office, church and a funeral home. This
proposed dental office wi 11 be- in__.harmo 4— mi_t_h__the Gtlrrnllnding u,; es
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.
The surrounding land is already developed. The construction of this project
will add value to the existing developments.
3.
The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use.
A professional office dental) is proposed. Normal working hours will be
maintained. The office will not adversely affect residents or workers in the
s u r rounding a r e a.
4.
The proposed development is designed to minimize traffic congestion. .
One driveway entrance and adequate (more than code required) parking is
being provided.
5.
The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
The character of the surrounding community _I s a mix of_ professional
service offices and churches. A_dental offise_will fit right—in.
6.
The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts,
on adjacent properties.
Their will be no visual by products noi;s.e or smells_ generated by the—proposed
dental office.
RECE 0
R1 - 2 ZoQ�
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WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria)
Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is
requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail:
E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria
Manual and 4- 202.A.21)
I A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition .
or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of
Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement.
;0 If a plan is not required, the narrative shall provide an explanation as to why the site is exempt.
lM At minimum, the STORMWATER PLAN shall include the following;
�] 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;
X) Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure;
X3 A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with
the City manual.
XJ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure;
XJ Signature and seal of Florida Registered Professional Engineer on all plans and calculations.
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
rZil
ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following):
BA'/"jStormwater 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; .
I 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;
l 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;
❑ 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 whether or not
deviations to the parking standards are approved;
N/A
GRADING PLAN, as applicable;
❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final IA,r only ed);
❑ COPY OF RECORDED PLAT, as applicable; RECEIVED
N/A
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G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A)
(R SITE PLAN with the following information (not to exceed 24" x 36 "):
X Index sheet referencing individual sheets included in package;
X North arrow;
�( Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
X_ All dimensions;
_ fWFootprint and size of all EXISTING buildings and structures; .
X_ Footprint and size of all PROPOSED buildings and structures;
X All required setbacks;
X 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
description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements;
�( Location of all street rights -of -way within and adjacent to the site;
Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas
and water lines;
X All parking spaces, driveways, loading areas and vehicular use areas;
X Depiction by shading or crosshatching of all required .parking lot interior landscaped areas;
Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening
NVA {per Section 3- 201(D)(i) and Index #7011;
X Location of all landscape material;
X Location of all onsite and offsite storm -water management facilities;
NA Location of all outdoor lighting fixtures; and
Location of all existing and proposed sidewalks.
A- SITE DATA TABLE for existing, required, and proposed development, in written /tabular form:
go
0
EXISTING REQUIRED PROPOSED
X Land area in square feet and acres; 15,335 00_ 35 hC /...
N/A Number of EXISTING dwelling units; Q _
X Number of PROPOSED dwelling units;
Gross floor area devoted to each use;
Parking spaces: total number, presented in tabular form with the
X number of required spaces;
Total paved area, including all paved parking spaces & driveways,
-X_ expressed in square feet & percentage of the paved vehicular area;
Official records book and page numbers of all existing utility
X easement;
_ Building and structure heights;
Impermeable surface ratio (I.S.R.); and
Floor area ratio (F.A.R.) for all nonresidential uses.
REDUCED COLOR SITE PLAN to scale (81/2 X 11);
FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan
One -foot contours or spot elevations on site;
Offsite elevations if required to evaluate the proposed stormwater management for the parcel;
All open space areas;
..................
Location of all earth or water retaining walls and earth berms;
Lot lines and building lines (dimensioned);
Streets and drives (dimensioned);
Building and structural setbacks (dimensioned);
Structural overhangs;
tl /A
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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 "):
X All existing and proposed structures;
Names of abutting streets;
X Drainage and retention areas including swales, side slopes and bottom elevations;
X Delineation and dimensions of all required perimeter landscape buffers;
X 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
X schedule;
Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all
X 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
percentage covered;
N/A Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
X Irrigation notes.
0 REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11);
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.
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23)
1 BUILDING ELEVATION DRAWINGS - with the following information;
X All sides of all buildings;
............
_X Dimensioned;
X Colors (provide one full sized set of colored elevations);
Materials;
00 REDUCED BUILDING ELEVATIONS — same as above to scale on 8'% X 11.
J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806)
❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (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)
❑ Comprehensive Sign Program application, as applicable (separate application and fee required).
0 Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application.
C-1-1 VIZZ D
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LEGAL DESCRIPTION:
A portion of Lot 1 , in the Southeast Y4 of Section 12, Township 29 South,
Range 15 East, PINELLAS GROVES, INC., as recorded in Plat Book 1, Page
55, Public Records of Pinellas County, Florida, described as follows:
Commencing at the Northwest corner of Lot 1, RHODES & WICE
SUBDIVISION, as recorded in Plat Book 91, Page 90, Public Records of
Pinellas County, Florida for a Point of Beginning; proceed N.0003'16 "E.,
along the West line of Lot 1, said PINELLAS GROVES, INC., 153.98 feet to
the South right —of —way line of Palmetto Street;, thence 5.8918'10 "E.,
100.00 feet along said right —of —way; thence S.D003'16 "W., 153.93 feet to
the North line of Lot 1, said RHODES & WICE SUBDIVISION; thence
N.8919'53 "W., 100.00 feet to the Point of Beginning.
t
h . n 2 2006
THIS IS NOT A PERMIT.
This is a receipt for an application for a permit.
This application will be reviewed and you will be notified as to the outcome of the application.
cReceipt.rpt
Page 1 of 1
7/3/2008
Sta
Receipt #: 1200800000000005515
11:21:45AM
�=
r
Date: 07/03/2008
S �,
Line Items:
Case No
Tran Code Description
Revenue Account No
Amount Paid
FLD2008 -07018
Fire - Prelim Site Plan
001000000342501000
200.00
Line Item Total:
$200.00
Payments:
Method
Payer Initials Check No Confirm No
How Received
Amount Paid
CreditCard
SHAWN SCHEFFSKY MAF 03121C
In Person
200
Payment Total:
$2007
THIS IS NOT A PERMIT.
This is a receipt for an application for a permit.
This application will be reviewed and you will be notified as to the outcome of the application.
cReceipt.rpt
Page 1 of 1
EJ
SQL"
r
Line Items:
Case No
Receipt #: 1200800000000005465
Date: 07 /02/2008
Tran Code Description
Revenue Account No
7/2/2008
10:49:43AM
Amount Paid
FLD2008 -07018 04. Flexible Commercial 001000000341262000 1,205.00
Line Item Total: $1,205.00
Payments:
Method Payer Initials Check No Confirm No How Received Amount Paid
Check COUNTRYSIDE DEV LLC R_D 2003 In Person 1,205.00
Payment Total: $1,205.00
THIS IS NOT A PERMIT.
This is a receipt for an application for a permit.
This application will be reviewed and you will be notified as to the outcome of the application.
Page 1 of 1
cReceipt.rpt
DEUEL & ASSOCIATES
CONSULTING ENGINEERS * LAND SURVEYORS * LAND PLANNERS
CORPORATE OFFICE
4625 East Bay Drive, Suite 211
Clearwater, FL 33764
Office (727) 822 -4151
Fax(727)821 -7255
BRANCH OFFICE
Zephyrhills, FL 33541
(813) 782 -6717
TRANSMITTAL FORM
To: Scott Kurleman, Planner II Date
City of Clearwater Job No:
Planning Department Re
100 South Myrtle Avenue
Clearwater, FL 33756
We are sending to you the following items:
❑ ATTACHED
❑ SHOP DRAWINGS ❑ PRINTS
❑ COPY OF REPORT ❑ CHANGE ORDER
Copies Date No: Description
September 15, 2009
2008 -117 -7
Countryside Dental
Case Number: FLD2008 -07018
❑ UNDER SEPARATE COVER VIA
PLANS
SPECIFICATIONS
❑ SAMPLES
❑ AS REQUESTED
These are transmitted as checked below:
❑ For Approval Approved As Submitted Approve As Noted
❑ As Requested For Review & Comment ® Return Corrected Prints
❑ ❑ ❑
Please find enclosed copy of the approved Southwest Florida Water Management District letter dated
September 14, 2009.
SIGNED: ,1 t
�l��ESr FZO� 2379 Broad Street, Brooksville, Florida 34604 -6899
Southwest Florida
� > (352) 796 -7211 or 1-800-423-1476 (FL only)
Water Management District
TDD only: 1- 800 - 231 -6103 (FL only)
CE tL
On the Internet at WaterMatters.org
Bartow Service Office Sarasota Service Office Tampa Service Office
170 Century Boulevard 6750 Fruitviile Road 7601 Highway 301 North
Bartow, Florida 33830 -7700 Sarasota, Florida 34240 -9711 Tampa, Florida 33637 -6759
(863) 5341448 or (941) 377 -3722 or (813) 985 -7481 or
1- 800 -492 -7862 (FL only) 1 -800- 320 -3503 (FL only) 1- 800 -836 -0797 (FL only)
Todd Pressman
Chair, Pinellas
Ronald E. Oakley
Vice Chair, Pasco
Hugh M. Gramling
Secretary, Hillsborough
Sallie Parks
Treasurer, Pinellas
Carlos Beruff
Manatee
Bryan K. Beswick
DeSoto
Jennifer E. Closshey
Hillsborough
Neil Combee
Polk
Albert G. Joerger
Sarasota
Maritza Rovira•Forino
Hillsborough
H. Paul Senft, Jr.
Polk
Douglas B. Tharp
Sumter
Judith C. Whitehead
Hernando
David L. Moore
Executive Director
William S. Bilenky
General Counsel
- Pow
September 14, 2009
Theresa and Shawn Scheffsky
Countryside Development, LLC
7936 Third Avenue South
St. Petersburg, FL 33707
Subject: Notice of Final Agency Action for Approval
ERP General for Minor Systems
Permit No. 46035004.000
Project Name: Countryside Dental
County: Pinellas
Sec /Twp /Rge: 12/29S/15E
Dear Mr. and .Mrs. Scheffsky:
p ec��oe�
SEP 1 5 2109 D
This letter constitutes notice of Final Agency Action for approval of the permit referenced
above. Final approval is contingent upon no objection to the District's action being
received by the District within the time frames described below.
You or any person whose substantial interests are affected by the District's action
regarding a permit may request an administrative hearing in accordance with Sections
120.569 and 120.57, Florida Statutes, (F.S.), and Chapter 28 -106, Florida Administrative
Code, (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1)
explain how the substantial interests of each person requesting the hearing will be
affected by the District's action, or proposed action, (2) state all material facts disputed
by the person requesting the hearing or state that there are no disputed facts, and (3)
otherwise comply with Chapter 28 -106, F.A. C. Copies of Sections 28- 106.201 and
28- 106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed
with (received by) the Agency Clerk of the District at the District's Brooksville address
within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the
date on which this notice is deposited in the United States mail. Failure to file a request
for hearing within this time period shall constitute a waiver of any right you or such person
may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation
pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the
District's action in this matter is not available prior to the filing of a request for hearing.
Enclosed is a "Noticing Packet" that provides information regarding the District Rule
40D- 1.1010, F.A.C., which addresses the notification of persons whose substantial
interests may be affected by the District's action in this matter. The packet contains
guidelines on how to provide notice of the District's action, and a notice that you may use.
The enclosed approved construction plans are part of the permit, and construction must
be in accordance with these plans.
Permit No.: 46035004.000 Page 2 of 2 September 14, 2009
if you have questions concerning the permit, please contact Nicole M. Pauly, at the Tampa Service Office,
extension 2089. For assistance with environmental concerns, please contact Rick A. Perry, P.W.S., extension
2056.
Sincerely,
F .. �'
Alba�'E. Mas P.E. Director
Tampa Regulatibn "Departure it, y
Enclosures: Approved Permit w /Conditions Attached
pp,rove�—Con.-S,truction Drawings
Statement of Completion
Notice of Authorization to Commence Construction
Noticing Packet (42.00 -039)
Sections 28- 106.201 and 28- 106.301, F.A.C.
cc /enc: File of Record 46035004.000
Brian A. Barker, P.E.., Deuel & Associates
`� H� •.44 €� w�
PLANNING DEPARTMENT
September 22, 2008
Mr. Brian A. Barker
Deuel and Associates
4625 East Bay Drive
Suite 211
Clearwater, Florida 33764
a
CITY OF CLEARWATER
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562 -4567 FAX (727) 562 -4865
Re: Case No. FLS2008 -08021
2165 Palmetto Street, Countryside Dental
Dear Mr. Barker:
This letter constitutes a Development Order pursuant to Community Development Code (CDC) Section
4- 202.E. On September 2, 2008, the Development Review Committee (DRC) reviewed your application
for Flexible Standard Development approval'to permit an office use (Dental Office) in the Office (0)
District with a reduction to the front (north) setback from 25 feet of 15 feet (to parking lot), a
reduction to the side (east) setback from 20 feet to 1 1 feet (to pavement) and a reduction to the side
(west) setback from 20 feet to 15 feet (to building) under the provisions of Section 2- 1003.F. The DRC
recommended APPROVAL of the application based upon the following Findings of Fact and
Conclusions of Law and. is subject to the following Conditions of Approval:
Findings of Fact:
1. That the 0.35 -acre parcel is located on the south side of Palmetto Street approximately 190 feet
west of the intersection of Belcher Road and Palmetto Street;
2. That the subject property is located within the Office (0) District and the Residential /Office General
(R /OG) Future Land Use Plan category;
3. That the subject property is. currently vacant land;
4. That the subject property is 100 feet in lot width and 15,395 square feet in lot area, which meets
the standards of Section 2 -1003;
5. That solid waste removal will be handled through a black barrel and be placed street side on
collection day;
6. That the development proposal is compatible with the surrounding area and will enhance other
redevelopment efforts; and.
7. That there are no outstanding Code Enforcement issues associated with the subject property that
would prevent approval of this application.
Conclusions of Law:
1. That the development proposal is consistent with the Standards and Criteria as per Section 2-
1003.F; and
2. That the development proposal is consistent with the General Applicability Criteria as per Section
3 -913.
TQUAL. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
• i
Conditions of Approval:
1. That all utilities be placed underground;
2. That the landscape plan be consistent with the plan submitted under this application;
3. That all meters and control devices mounted on the building be the same color as the building;
4. That any /all future signage must be applied for under a separate permit; and
S. That the final design and color of the building be consistent with the representations submitted
under this application.
I concur with the above findings and, through this letter, approve your application for Flexible
Standard Development with the above conditions. This approval is based upon, and must adhere to,
the application and development plans received July 9 and August 12, 2008.
Pursuant to Section 4 -303, an application for a building permit shall be made within one year of the
Flexible Standard Development approval (by September 2, 2009). The building permit must be
obtained within six months of the initial permit application. This timeframe to obtain the initial
building permit may be extended for an additional six months for cause by the Community
Development Coordinator. All required certificates of occupancy must be obtained within two years of
the date of issuance of the building permit.
The issuance of this Development Order does not relieve you of the necessity to obtain building
permits or pay impact fees that may be required. In order to facilitate the issuance of any permit or
license affected by this approval, please bring a copy of this letter with you when applying for any
permits or licenses.
Should you have any questions, please do not hesitate to contact A. Scott Kurleman, Planner III at (727)
562 -4553 or via e-mail at Scott .kurlemangmyclearwater.com.
Sincerely,
MicDel
Planning Director
S. I Planning Department I CDR I FLEX (FLD) I Pending cases I Reviewed and Pending I Palmetto 2765- Countryside Dental (0) - 8 -7-
08 DRC- SKI Palmetto 2765 -Development Order. doc
Sep.19. 2008 3:28PM Richard D Green Law Offices
LAW OFFICES OF
RICHARD D. GREEN
1010 DREW STREET
CLEARWATER, FL 33755
RICRARD D. GREEN*
CHRISTINA GREEN RANKIN
*LL.M. IN TAXATION
No. 3422 P. 2
TELEPHONE:(727) 441 -8813
FAX: (727) 461 -2481
Yia Facsimile Transmission (727)562 -4865 and via U.S. Mail
September 19, 2008
A. Scott Kurleman, Planuer III
Planning Department
100 South Myrtle Avenue
Clearwater, FL 33756
Re: 2165 Palmetto /Countryside Dental
Dear Mr. Kurleman:
We appreciate you discussing the above - referenced property with us earlier this week. As
You know, this office has been retained to represent Bear Gator Enterprises; Inc., an adjacent
Property owner, with regard to the Flexible Standard Development approval for the above- referenced
Property. It is my understanding that Case Number FLD2008 -07018 has been merged with Case
Number FLS2008- 08021, and that the owner of the subject'property is now requesting a Flexible
Standard Development Approval to permit an office use (dental office) with a reduction to the Front
(North) setback from 25 feet to 15 feet (to parking lot), a reduction to the side (East) setback firom
20 feet to 11 feet (to pavement), and a reduction to the side (West) setback from 20 feet to 15 feet
(to building) under the Level One provisions of Section 2- 1003.E of the Clearwater Community
Development Code. -
Based upon our conversation; my client has no objection to the proposed Level One reduction
of the setbacks as set forth herein. However, please note that my client continues to be interested
in any change in the plants that we discussed and may have objections to any such change, especially
if such change further reduces the East setback, as originally proposed by the owner. Therefore, if
you would, please notify my client of any change in the plans or any further action relating to the
subject property. .
Should you have any questions; please do not hesitate to contact us.
Ve truly ours,
Richard D_ Green
cc: Bear Gator Enterprises, Inc.
SeP.19. 2008 3:28PM Richard D Green Law Offices
LAW OFFICES OF
RICHARD D. GREEN
1010 DREW STREET
CLEARWATER, FL 33755
RICHARD D. GREEN*
CHRISTINA GREEN RANKIN
*LL.M. IN TAXATION .
FACSIMILE TRANSMITTAL
TO: A. Scott Kurleman, Planner III
FROM: Richard D. Green, Esq.
FAX #: (727) 562 -4865
SUBJECT: 2165 Palmetto /Countryside Dental
DATE: September 19, 2008
PAGES: 2 (including cover sheet)
COhOAEN1'S:
No. 3422 P. 1
TELEPHONE: (727) 441 -8813
FAX: (727) 461 -2481
NOTE: The information contained in this transmission may be attorney privileged and conf. dential. It is intended only
for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are
hereby notifted that any dissemination, distribution or copy of this communication may be strictly prohibited by law.
Ifyou have received this communication in error, please notify x the number above and return the original message
to us at the above address. W
L'. Ckamater
0
July 09, 2008
J R Properties Llc
2135 Camden Way
Clearwater, F1 33759
46" a
CITY OF CLEARWATER
PLANNING DEPARTMENT
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576
W W W.MYCLEARWATER.COM
VIA FAX: No Fax
RE: FLD2008 -07018 -- 2165 PALMETTO ST -- Letter of Completeness
Dear J R Properties Llc :
The Planning Staff has entered your application into the Department's filing system and assigned the
case number: FLD2008- 07018. After a preliminary review of the submitted documents, staff has
determined that the application is complete.
The Development Review Committee (DRC) will review the application for sufficiency on August
07, 2008, in the Planning Department conference room - Room 216 - on the second floor of the
Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown
Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one
week prior to the meeting date for the approximate time that your case will be reviewed. You or your
representative (as applicable) must be present to answer any questions that the DRC may have
regarding your application. Additional comments may be generated by the DRC at the time of the
meeting.
If you have any questions, please do not hesitate to contact me at 562 -4553 or
Scott.Kurleman@myclearwater.com.
Sincerely yours,
C
Scott Kurleman
Planner II
Letter of Completeness - FLD2008 -07018 - 2165 PALMETTO ST
LL LEWATER
o *CITY OF C �PLANNING DEPARTMENT
MUNICIPAL SERVICES BUILDING
0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576
W WW.MYCLEARWATER.COM
July 08, 2008
J R Properties Llc VIA FAX: No Fax
2135 Camden Way g Z 1 -
Clearwater, F133759
RE: FLD2008 -07018 -- 2165 PALMETTO ST -- Letter of Incompleteness
Dear J R Properties Llc :
The Planning Staff has entered your application into the Department's filing system and assigned the
case number: FLD2008- 07018. After a preliminary review of the submitted documents, staff has
determined that the application is Incomplete with the following comments.
1. As the site plan indicates a reduction to the required side setbacks from 20 feet to 5.5 on the
east and 6.5 on the west this application will be a Comprehensive Infill Redevelopment Project
under the provisions of Section 2- 1004.B. Flexible Development 2- 1004.F.only permits a side
setback reduction to 10 feet. Please complete the appropriate application.
Section 4 -202 of the Community Development Code states that if an application is deemed
incomplete, the deficiencies of the application shall be specified by Staff. No further development
review action shall be taken until the deficiencies are corrected and the application is deemed
complete. Please resubmit by July 14, 2008 at NOON.
If you have any questions, please do not hesitate to contact me at 562 -4553 or
Scott.Kurleman @myclearwater.com. ,
Sincerely yours,
Scott Kurleman
Planner II
Letter of Incompleteness - FLD2008 -07018 - 2165 PALMETTO ST
Y
2165 PALTI ETTO ST
FLD2008 -07018
COUNTRYSIDE DENTAL
Zoning: O atlas# 280B
STORMWATER MANAGEMENT REPORT
AND ENVIRONMENTAL RESOURCE PERMIT APPLICATION
COUNTRYSIDE DENTAL
CLEARWATER, FL
PRESENTED TO:
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
CITY OF CLEARWATER
;•u
DEUEL & ASSOCIATES
4625 EAST BAY DRIVE, SUITE 211
CLEARWATER, FL 33764
CERTIFICATE OF AUTHORIZATION NO: 26320
CIO
40 _ 0 old
BRIAN A. BAKER, P1. #56728
July 2008
COUNTRYSIDE DENTAL
STORMWATER NARRATIVE
1.0 PROJECT DESCRIPTION
The subject property is located at 2165 Palmetto Street, Clearwater, FL. The scope of this project will
involve the construction of an office building, asphalt parking lot, concrete sidewalks & stormwater
management system. The proposed improvements will increase the impervious surface on the site by
approximately 8,364 square feet.
2.0 EXISTING CONDITIONS/ STORMWATER MANAGEMENT SYSTEM
The site is a vacant lot with no stormwater management facility existing.
3.0 PROPOSED CONDITIONS
The proposed site will contain approximately 5,424 S.F. of impervious pavement and a 2,940 S.F. building.
The proposed total impervious surface is approximately 8,364 S.F. The dry pond has been designed to
attenuate the 25 yr/ 1 hr. storm event and provide 1/2" of treatment over the entire site and provide 6" of
freeboard.
4.0 CONCLUSION
♦ This project meets City of Clearwater and SWFWMD requirements
♦ Erosion control will be in place prior to any construction activities
,0
f...
(a
L�,
T
0
SCHEFFSKY DENTAL
WEIGHTED "C" CALCULATIONS
Cover
Building
Paved Area
Pond
Green Area
11C1f
PRE
"C "PRE= 0.20
.Cover
Building
Paved Area
Pond
Green Area
ItC„
POST-
"C"POST= 0.75
PREDEVELOPED "C"
Area (SF)
0 SF
0 SF
0 SF
15,395 SF
(0.95) +(15,395)(0.20)
15,395 SF
POSTDEVELOPED "C"
Area (SF)
2,940 SF
5,424 SF
2,725 SF
4,306 SF
J
f1Cf?
0.95
0.95
1.00
0.20
11C11
0.95
0.95
1.00
0.20
(2,940+5,424)(0.95)+(2,725)+(4,306)(0.20)
15,395 SF
Treatment Volume Required
(1/2 ")(15,395SF)(1'/l2 ") = 641 Cl?
RUNOFF RATE(PRE)
25YR -24HR STORM
10YR -1HR STORM
DRAINAGE AREA
0.3.5 AC
0.35 AC
C PRE - DEVELOPMENT
0.20
0.20
RAINFALL INTENSITY([)
9.15 IN /HR
7.80 IN/HR,
Q' PRE - DEVELOPMENT
0.65 GFS
0.55 CFS
o.:
LU t�1
y.
®
H'd
t 9
w
:.:a0
p
w o
—U
c
OP
c;
,2631 Cr' provdeJ get lk/�
C.�
r4
G
r
id-
0
BASIN A
LICENSED TO: DEUEL & ASSOCIATES
STAGE-STORAGE
PROJECT NAME SCHEFFSKY DENTAL
PROJECT NUMBER 08 -117
DESIGNER BAB
DATE 06/25/08
COMMEN' SWFWMD / CITY OF CLEARWATER
AREA @ T.O.B.
3352
EL............
70.00
AREA @ DHW
2725
EL............
69.50
AREA @ DLW
1748
EL............
68.75
AREA @ BOTTOM \N
795
EL............
68.00
STAGE
AREA
SQ \FT
VOLUME
CU \FT STAGE
AREA
SQ \FT
VOLUME
CU \FT
68.00
795
0
69.02
2099
1475
68.04
845
32
69.06
2149
1558
68.08
895
66
69.10
2199
1644
68.12
945
102
69.14
2249
1731
68.16
996
140
69.18
.2299
1820
68.20
1046
180
69.22
2349
1911
6824
1096
222
6925
2399
2004
68.27
1146
266
69.29
2450
2099
68.31
1196
342
69.33
2500
2196
6835
1246
360
69.37
2550
2295
68.39
1296
410
69.41
2600
2396
68.43
1347
462
69.45
2650
2499
68.47
1397
516
69.49
2700
2604
68.51
1447
571
69.53
2750
2711
68.55
1497
629
69.57
2800
2820
68.59
1547
689
69.61
2851
2931
68.63
1597
750
69.65
2901
3044
68.67
1647
814
69.69
2951
3158
68.71
1697
880
69.73
3001
3275
68.75
1748
947
69.76
3051
3394
68.78
1798
1017
69.80
3101
3514
68.82
1848
1088
69.84
3151
3637
68.86
1898
1162
69.88
3202
3761
68.90
1948
1237
69.92
3252
3888
68.94
1998
1314
69.96
3302
4017
68.98
2048
1394
70.00
3352
4147
VOLUME ABOVE TREATMENT
SWFWMD. TREATMENT VOLUP
TOTALVOLUME
1675 CF
956 CF
2631 CF
0
up �_
w� ',�y
cl
L ; »
fa.
Modified Rational Pond Storage Volume Calculations
JOB: SCHEFFSKY DENTAL
PROJECT ACREAGE = 0.35 ACRES DHW = 69.50 FT.
POST DEV. RUNOFF COEF. 0.75 DLW = 68.75 FT.
ALLOWABLE DISCHARGE 0.65 CFS WEIR C = 3.3
WEIR SIZI 0.30 FT.
REQUIRED VOLUME 0.033 ACRE -FEET
1,418 CUBIC FEET
25 YEAR EVENT
RAINFALL RAINFALL RAINFALL ACCUM INFLOW OUTFLOWSTORAGESTORAGE PEAK STORM RELEASEREQUIRED
DURATIONINTENSITNDURATION
RAIN
RUNOFF
RUNOFF
RUNOFF STORAGE
(min)
(in /hr) (hrs)
(in)
(ac -ft)
(ac -ft)
(ac -ft)
(cu -ft)
CFS
CF
CF
CF
8
9.15 0.13
1.22
-0.03
0.01
0.0195
851
2.40
1,153
312
841
10
8.46 .0.17
1.41
0.03
0.01
0.0219
954
2.22
1,332
390
942
15
7.32 0.25
1.83
0.04
0.01
0.0266
1,159
1.92
1,729
585
1,144
20
6.44 0.33
2.15
0.05
0.02
0.0291
1,266
1.69
2,029
780
1,249
25
5.83 0.42
2.43
0.05
0.02
0.0308
1,340
1.53
2,296
975
1,321
30
5.43 0.50
2.72
0.06
0.03
0.0325
11418
1.43
2,566
1;170
1,396
45
4.41 0.75
331
0.07
0.04
0.0321
1,398
1.16
3,126
1,755
1,371
60
3.73 1.00
3.73
0.08
0.05
0.0279
1,215
0.98
3,525
2,340
1,185
75
3.25 1.25
4.06
0.09
0.07
0.0218
948
0.85
3,839
2,925
914
90
2.88 1.50
4.32
0.09
0.08
0.0140
608
0.76
4,082
3,510
572
105
2.59 1.75
4.53
0.10
0.09
0.0052
226
0.68
4,283
4,095
188
120
2.37 2.00
4.74
0.10
0.11
- 0.0037
-161
0.62
4,479
4,680
-201
150
2.04 2.50
.5.10
0.11
0.13
- 0.0227
-987
0.54
4,820
5,850
-1,031
180
1.80 3.00
5.40
0.12
0.16
- 0.0429
-1,871
0.47
5,103
7,020
-1,917
240
1.48 4.00
5.92
0.13
0.21
- 0.0853
-3,714
0.39
5,594
9;360
-3,766
360
1.12 6.00
6.72
0.15
0.32
- 0.1751
-7,629
0.29
6,350
14,040
-7,690
480
0.92 8.00
7.36
0.16
0.43
- 0.2685
- 11,697
0.24
6,955
18,720
- 11,765
720
0.70 12.00
8.40
0.18
0.64
- 0.4605
- 20,061
0.18
7,938
28,080
- 20,142
960
0.58 16.00
9.28
0.20
0.86
- 0.6560
- 28,577
0.15
8,770
37,440
- 28,670
1200
0.50 20.00
10.00
0.22
1.07
- 0.8551
- 37,246
0.13
9,450
46,800
- 37,350
1440
0.44 24.00
10.56
0.23
1.29
- 1.0576
- 46,067
0.12
9,979
56,160
- 46,181
;..4J 0 2 Znpg
l J
0
MODRET
SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS
PROJECT NAME : Countryside Dental 2008 -117
POLLUTION VOLUME RUNOFF DATA USED
UNSATURATED ANALYSIS EXCLUDED
Pond Bottom Area
Pond Volume between Bottom & DHWL
Pond Length to Width Ratio (L /W)
Elevation of Effective Aquifer Base
Elevation of Seasonal High Groundwater Table
Elevation of Starting Water Level
Elevation of Pond Bottom
Design High Water Level Elevation
Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis
Unsaturated Vertical Hydraulic Conductivity
Factor of Safety
Saturated Horizontal Hydraulic Conductivity
Avg. Effective Storage Coefficient of Soil for Saturated Analysis
Avg. Effective Storage Coefficient of Pond /Exfiltration Trench
Hydraulic Control Features:
795.00 ftz
956.00 ft3
13.50
55.18 ft
64.90 ft
68.00 ft
68.00 ft
68.75 ft
0.10
7.90 ft/d
2.00
15.80 ft/d
0.20
1.00
Groundwater Control Features - Y/N
Distance to Edge of Pond
Elevation of Water Level
Impervious Barrier - Y/N
Elevation of Barrier Bottom
Top Bottom
Left
Right
N N N
0.00 0.00 0.00
0.00 0.00 0.00
N
0.00
0.00
N N N
0.00 0.00 0.00
N
0.00
rye �
® c�A
Analysis Date: 6/26/2008
ne
rte.. yr
rp
MODRET
TIME - RUNOFF INPUT DATA.
PROJECT NAME: COUNTRYSIDE DENTAL 2008 -117
STRESS
PERIOD
NUMBER
INCREMENT
OF TIME
(hrs)
VOLUME
OF RUNOFF
(ft3)
Unsat
0.00
0.00
1
1.00
956.00
2
0.90
0.00
3
0.90
0.00
4
0.90
0.00
5
0.90
0.00
6
0.90
0.00
7
0.90
0.00
8.
0.90
0.00
9
0.90
0.00
10
0.90
0.00
11
0.90
0.00
12
0.90
0.00
13
0.90
0.00
14
0.90
0.00
15
0.90
0.00
16
0.90
0.00
17
0.90
0.00
18
0.90
0.00
19
0.90
0.00
20
0.90
0.00
21
0.90
0.00
22
0.90
0.00
23
0.90
0.00
24
0.90
0.00
25
0.90
0.00
26
0.90
0.00
27
0.90
0.00
Analysis Date: 6/26/2008 28
n
FrF
mm
W
m
m
� .ym
�a r�
Ca L
" '•
f.
ra.
• 0
MODRET
SUMMARY OF RESULTS
PROJECT NAME: Countryside Dental 2008 -117
CUMULATIVE
TIME
(hrs)
WATER
ELEVATION
(feet)
INSTANTANEOUS
INFILTRATION
RATE (cfs)
AVERAGE
INFILTRATION
RATE (cfs)
CUMULATIVE
OVERFLOW
(ft3)
00.00-0.00
64.900
0.000
0.00000
0.00
64.900
0.05827
0.05827
1.00
68.585
0.05827
0.00
0.05827
1.90
68.438
0.05827
0.00
0.05827
2.79
68.290
0.05827
0.00
0.05827
3.69
68.142
0.05827
0.00
0.05827
4.59
68.000
0.05827
0.00
0.05827
5.49
68.000
0.05827
0.00
0.05827
6.38
68.000
0.05827
0.00
0.05827
7.28
68.000
0.05827
0.00
0.05827
8.18
68.000
0.05827
0.00
0.05827
9.08
68.000
0.05827
0.00
0.05827
9.97
68.000
0.05827
0.00
0.05827
10.87
68.000
0.05827
0.00
0.05827
11.77
68.000
0.05827
0.00
o " N "v.
r,ZcE -�10
2 2068
Analysis Date: 6/26/2008`�b'y``.
M OF c-t:�_��.��
• 0
MODRET
SUMMARY OF RESULTS
PROJECT NAME: Countryside Dental 202217
CUMULATIVE
TIME
(hrs)
WATER
ELEVATION
(feet)
INSTANTANEOUS
INFILTRATION
RATE (cfs)
AVERAGE
INFILTRATION
RATE (cfs)
CUMULATIVE
OVERFLOW
W)
0.05827
12.67
68.000
0.05827
0.00
0.05827
13.56
68.000
0.05827
0.00
0.05827
14.46
68.000
0.05827
0.00
0.05827
15.36
68.000
0.05827
0.00
0.05827
16.26
68.000
0.05827
0.00
0.05827
17.15
68.000
0.05827
0.00
0.05827
18.05
68.000
0.05827
0.00
0.05827
18.95
68.000
0.05827
0.00
0.05827
19.85
68.000
0.05827
0.00
0.05827
20.74
68.000
0.05827
0.00
0.05827
21.64
68.000
0.05827
0.00
0.05827
22.54
68.000
0.05827
0.00
0.05827
23.44
68.000
0.05827
0.00
0.05827
24.33
68.000
0.05827
0.00
Analysis Date: 6/26/2008
0
MODRET
SUMMARY OF RESULTS
PROJECT NAME: Countryside Dental 2008 -117
CUMULATIVE
TIME
(hrs)
WATER
ELEVATION
(feet)
INSTANTANEOUS
INFILTRATION
RATE (ds)
AVERAGE
INFILTRATION
RATE (ds)
CUMULATIVE
OVERFLOW
(ft3)
0.05827
25.23
68.000
0.05827
0.00
0.05827
26.13
68.000
0.05827
0.00
0.05827
27.03
68.000
0.05827
0.00
0.05827
27.92
68.000
0.05827
0.00
0.05827
28.82
68.000
0.05827
0.00
0.05827
29.72
68.000
0.05827
0.00
0.05827 .
30.62
68.000
0.05827
0.00
0.05827
31.51
68.000
0.05827
0.00
0.05827
32.41
68.000
0.05827
0.00
0.05827
33.31
68.000
0.05827
0.00
0.05827
34.21
68.000
0.05827
0.00
0.05827
35.10
68.000
0.05827
0.00
0.05827
36.00
68.000
0.00
Maximum Water Elevation: 68.585 feet @ 1.00 hours Recovery � @- H 3'6 OODe O rS
9
* Time increment when there is no runoff C! C�r
Maximum Infiltration Rate: 3.950 ft /day
Analysis Date: 6/26/2008
BOOZ z 0 6 1—.:
Volume Infiltrated
0 0
y.
2"M
............ . . . . . . . .
0 0
7111- 0
k- -, !,--Z
w -,s
C=
c=
C=
INFILTRATION: COUNTRYSIDE DENTAL 2008-117
I .. 1s — Z, ZZ Z4 24 25 26 21 28 29 30 31 32 -33 34 35 36
Time (h.)
Max Water Elevation = 68.59 ft
•
0
`r
4
Razak eo Teehn�cal Engineers Inc.
746 Main Street • Dunedin, FL 34698.727- 736 -4922 • Fax 727 - 796 -2004
June 24, 2008
Shawn & Jerrie Scheffsky
Countryside Dental
2165 Palmetto Street
Clearwater, Fl
RE: Countryside Dental
2165 Palmetto Street
Clearwater, Fl
Dear Mr. and Mrs. Scheffsky
We performed two (2) standard penetration test boring to depth of twenty five (25) feet, one (1) hand auger
borings to a depth of six (6) feet and one (1) double ring filtration test at boring locations HA -1.
The penetration test borings indicate that the allowable bearing capacity will not exceed 2000 pounds per
square foot and additional bearing capacity is required. The ground water table will not be a significant factor
during construction of this project.
It is our recommendation, to prevent differential settlement, remove all vegetation and construction debris at
the North end of the building location then proof roll the area with a heavy compactor 84 inch drum with a
rated capacity of 20 -25 ton to attain a minimum density of 95% ASTM D1557 -78.
The double ring infiltration tests were conducted at test boring HA -1. The seasonal high water level is 3.6
feet below the surface and the ground water table is 5.6 feet below the surface respectfully. The infiltration
rate is four (4) inches per hour and was conducted no greater than one foot below the existing surface.
The roadway and parking area shall be constructed with one and half inch asphalt (PC3) with six (6) inches
of limerock for a base and a subgrade of nine (9) inches compacted to 98% AASHTO T -180.
Thank you for the opportunity to be of service and if you have any questions please do not hesitate to call.
Sincerely,
'4z
Razi H Wahab
President
David F Ramsey, P E
Executive Vice President
Geotechnical • Environmental • Construction Materials
Foundation Studies and Repairs • Construction Inspection Sinkhole Studies
X44
N
•td,�
nk'��. u.n
022008
IT
,RAZAK. ,
°Engineering ..
CLIENT: Shwn & Jerrie Scheffsky
PROJECT: Countryside Dental 2165 Palmetto
Street Clearwater Florida
LOCATION:- see Skt.
DATE PERFORMED: 6 -20 -2008
SOIL CLASSIFICATION LOG
REPORT NUMBER:280619
DATE: 6 -20 -2008
r
METHOD USED: Hand Auger Test Excavation X Probe Cone Penetrometer
TEST DEPTH (FTC SOIL DESCRIPTION GROUNDWATER
SHWL
B1
0.0
- 3.0
Loose Gray Fine Sand 3.5'
5.5'
3.0
- 5..0
Loose to Medium dense Brown Fine Sand
5.0
- .1- -0.0
• Medium dense .Brown Fine Sand
10.0
- 15.0
-- Medium dense Brown Fine Sand
15.0
- 20.0
Medium dense Tan Silty Fine Sand
20.0
- 25.0
Medium dense to dense,•Tan Silty Clayey
Sand
B2
0.0
- 3.0
Very Loose Gray Fine.Sand ''. 3.6'
5.6'
3.0
- 5.0
Loose to medium dense Brown Fine.Sand
5.0
- 10.0•
- Medium dense Brown Fine Sand
10,0
- 15.0
Medium dense Brown Silty Fine Sand
15.0
-'20.0
Medium dense Tan Silty Fine Sand
20.0
- 25.0
Medium dense to dense Tan Silty Clayeysand
.
DRI
Test
The
Infiltration Rate.is 4" /hour and SHWL is
3.6 & GWL
is-5.6' below Existing Grade.
HA
0.0
- 3.0
Gray Fine Sand 3.51'
5.6'
3.-0
- 6.0-
Brown Fine Sand
•
Bottom of Footing min.30 "Below
Existing Grade
Compacted to 95% ASTM
D 1557 -78
0
1 #5 Bar @ 8'
& All Corners
8"X8" Concrete
Block
28 "X24 "3000 psi for 2 Story House minimum size Footing
2, 2008
ENT
ie
Concrete
3000 psi
3 #5 Bar
28 "X24 "3000 psi for 2 Story House minimum size Footing
2, 2008
ENT
ie
Pilo
lop
12A
J
Jill.
N. K.
1 Aw&AHHvFooakm;Wjjjjj
all
I%b
61 1
SSL4 HFR ROAD"
A ° ��A till
SPI 1, all
I Oil F
if
gy 1
11 ON1 f
CQ t';
LAW OFFICES OF .
RICHARD A GREEN
1010 DREW STREET
CLEARWATER, FL 33755
RICHARD D. GREEN*
CHRISTINA GREEN RANKIN
*LL.M.'IN TAXATION
TELEPHONE:(727) 441 -8813
:< •, 't 'FAX: (727) 461 -2481
Via Facsimile Transmission (727)562 -4865 and via U.S. Mail
September 19, 2008
A. Scott Kurleman, Planner III
Planning Department
100 South Myrtle Avenue
Clearwater, FL 33756
Re: 2165 Palmetto /Countryside Dental
Dear Mr. Kurleman:
. We appreciate you discussing the above - referenced property with us earlier this week. As
you know, this office has been retained to represent Bear Gator Enterprises; Inc., an adjacent
property owner, with regard to the Flexible Standard Development approval for the above - referenced
property. It is my understanding that Case Number FLD2008 -07018 has been merged with Case
Number FLS2008- 08021, and that the owner of the subject property is now requesting a Flexible
Standard Development Approval to permit an office use (dental office) with a reduction to the Front
(North) setback from 25 feet to 15 feet (to parking lot), a reduction to the side (East) setback from
20 feet to 11 feet (to pavement), and a reduction to the side (West) setback from 20 feet to 15 feet
(to building) under the Level One provisions of Section 2- 10031 of the Clearwater Community
Development Code.
Based upon our conversation; my client has no objection to the proposed Level One reduction
of the setbacks as. set forth herein. However, please note that - .mv- cli.ebt' continues .to be interested
in any change in the plans that we discussed and may have objections to any-such change, especially
if such change further reduces the East setback, as originally proposed by the owner. Therefore, if
you would, please notify my client of any change in the plans or any further action relating to the
subject property.
cc: Bear Gator Enterprises, Inc.
2, EF r
i SEP Z J 2t ' . >
a
,«
FLORIDA POWER CORP
PO BOX 14042
ST PETERSBURG FL 33733 - 4042
KROL, JOHN
KROL, JOLANTA
2084 CARRIAGE LN
CLEARWATER FL 33765 - 2115
CROZIER, KAREN L
WHITE, ELEANOR
2094 CARRIAGE LN
CLEARWATER FL 33765.- 2115
VETTER, JOHN M
2090 CARRIAGE LN
CLEARWATER FL 33765 - 2115
DI PERNA, PAULETTE J LIVING
TR
DI PERNA, PAULETTE J THE
920 VALLEY VIEW VIR
PALM HARBOR FL 34685 -
THEOFANIS, ALEXANDROS A
THEOFANIS, FRANCES
2102 CARRIAGE LN
CLEARWATER FL 33765 - 2151
OBRYAN, KEVIN M
2116 CARRIAGE LN
CLEARWATER FL 33765 - 2151
GROEBER, PAUL S
2107 CARRIAGE LN
CLEARWATER FL 33765 - 2142
SIWANOWICZ, VICTOR M
179 SPRING ST
NAUGATUCK CT 06770 - 2922
HERCULES HYDRAULICS INC
1016 N BELCHER RD
CLEARWATER FL 33765 - 2100
GARAFOLA,TERESA
GARAFOLA, CHRISTINE
2086 CARRIAGE LN
CLEARWATER FL 33765 - 2115
BURTON, ADAM PAUL
2082 CARRIAGE LN
CLEARWATER FL 33765 - 2115
WILEY, STEVEN A SR
WILEY, DOROTHY B
2096 CARRIAGE LN
CLEARWATER FL 33765 - 2115
BERMUDEZ, CARLOS ALBERTO
BERMUDEZ, SANDRA LYNN
2112 CARRIAGE LN
CLEARWATER FL 33765 - 2151
GREBNER, DARYL D
2108 CARRIAGE LN
CLEARWATER FL 33765 -
BARTHOLOMEW, ERIC
2115 CARRIAGE LN
CLEARWATER FL 33765 - 2142
DRESSER, MARK F
DRESSER, ROSEMARIE
243 US RT 1
SCARBOROUGH ME 04074 -
7400
IGNACIO, ANTONIO G II
HERRERA, JO -ANNE
2109 CARRIAGE LN
CLEARWATER FL 33765 - 2142
*FELDMAN, MARVIN J
FELDMAN, LINDA
1500 N BELCHER RD
CLEARWATER FL 33765 - 1301
ARROYO, CARLOS R
DE ARROYO, YVONNE A
CASTILLO
2092 CARRIAGE LN
CLEARWATER FL 33765 - 2115
FEJZIC, FAHRO
FEJZIC, SIMONIDA
2088 CARRIAGE LN
CLEARWATER FL 33765 - 2115
TAYLOR, WILLIAM
2104 CARRIAGE LN
CLEARWATER FL 33765 - 2151
SHEYNIN, MICHAEL
PARTNOYUTE, LAURA
486 MEADOWOOD RD
JACKSON NJ 08527 - 1181
GLAZMAN, JUSTIN MICHAEL
STEWART, JULIE LYNN
2110 CARRIAGE LN
CLEARWATER FL 33765 - 2151
HOUGHTON, PETER ALLEN
2113 CARRIAGE LN
CLEARWATER FL 33765 - 2142
ASHLEY, RICO
ASHLEY, NAKIA
2117 CARRIAGE LN
CLEARWATER FL 33765 - 2142
ZAIDEL, MICHAEL
ZAIDEL, SIMON A
2103 CARRIAGE LN
CLEARWATER FL 33765 - 2142
BLOOM, BARRY PETER, ROBERT C KYLE, JOHN
BLOOM, BARBARA G PETER, DARLENE M MONOC, MARIANNE
813 LANTERN WAY 811 LANTERN WAY 805 LANTERN WAY
CLEARWATER FL 33765 - CLEARWATER FL 33765 - CLEARWATER FL 33765 -
CAIN LEO D �HEUNEMAN, WILLIAM JOSEPH KOCHER, ROBERT
2200 HEMERICK PL HEUNEMAN, EVA NASH KOCHER, JOANNE
CLEARWATER FL 33765 - 2227 811 BELCHER RD N 149 REGINA DR N
CLEARWATER FL 33765 - 2104 LARGO FL 33770 - 1423
KOCHER, ROBERT Clearwater Neighborhood Coalition Scott Kurleman
KOCHER, JOANNE & No other registered associations 2165 Palmetto Street
149 REGINA DR N
LARGO FL 33770 - 1423 FLS2008 -08021
PLANNING DEPARTMENT
CITY OF CLEARWATER
POST ONCE Box 4748, CLEARWATER, FLORA 33758 -4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562 -4567 FAx (727) 562 -4865
September 2, 2008
Re: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD
DEVELOPMENT APPROVAL AT 2165 PALMETTO STREET (FLS2008- 08021)
To Surrounding Property Owners:
As a property owner within 500 feet of 2165 Palmetto Street, the City of Clearwater Planning
Department gives notice of an application for Flexible Standard Development approval to permit
an office use (Dental Office) in the Office (0) District with a reduction to the front (north)
setback from 25 feet of 15 feet (to parking lot), a reduction to the side (east) setback from 20 feet
to 11 feet (to pavement) and a reduction to the side (west) setback from 20 feet to 15 feet (to
building) under the provisions of Section 2- 1003.F.
On September 4, 2008, the Development Review Committee (composed of the City's professional
staff) will meet to review and determine whether the application demonstrates compliance with
the City's Community Development Code. Following the DRC review and determination, the
Planning Director will issue a Development Order approving, approving with conditions, or
denying the application. The earliest date that the City will make a decision on the application
will be September 22, 2008.
The City encourages you to participate in the review of this application. You may contact me at
727 -562 -4553 or Scott .Kurleman(t)myclealtivater.com for further information, visit our office to
review the files and/or submit written comments to be considered in the City's review of the
application. Please be advised that the applicant may submit additional or new information
regarding this case; which you may review during regular business hours. However, no further
notice will be provided to you should the application be amended. An appeal of the decision of
the Planning Director may be initiated by the applicant or property owners within the required
notice area who present competent substantial evidence prior to September 22, 2008. An appeal
must be filed, including an appeal fee, with the Planning Department within seven days of the
date of the Development Order.
Thank you for your interest in the City of Clearwater's development review process. You may
access our Planning Department through the City's website: www.myclearwater.com.
Y�va��
A. Scott Kurleman
Planner III
S: (Planning DepartmentlCD BIFLEX (FLD)IPending casesl Up for the next DRCIPalmetto 2165- Countryside Dental (0) - 8 -7 -08
DR C- SKILetter of Notification for FLS.doc
1 *6
.�
'EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER'
L
Property Appraiser General Information: 12/29/15/70182/400 /0101 Card 00 Page 1 of 2
Interactive Map_ of this Back to Query New Tax Collector Question/Comment about this
norcel Results �� Search Information parcel
12/29/15/70182/400 /0101
Data Current as of July 06, 2008
9:09 am Tuesday Jul
[ y y 8
Vacant Property Owner, Address, and Sales Print ;=
Property Use: 0
PINELLAS GROVES SE 1/4, W 100FT OF N 153.95FT MOL OF LOT 1
2008 Exemptions
Homestead: No Use: 0% Ownership: 0% Tax Exempt: 0%
Government: No Institutional: No Agricultural: $0 Historic: $0
2007 Value
2007 Tax Information
Comparable Sales value based on sales from
Tax District: CW
2005 -2006: $0
Millage: 19.9371
Just /Market Value: $106,600
'Non Ad Valorem Assessments: $.00
Assessed Value/ SOH Cap: $106,600
Taxes: $2,125.29
History Taxable Value: $106,600
Taxes without Save - Our -Homes cap: $2,125.29
A significant taxable value increase may
Taxes without any exemptions: $2,125.29
occur when sold. Click here for details.
Owner /Mailing Proper Address
Sale Date Book/Page Price Q/U V/I
Address
5/2005 14330/1591 $220,000 Q I
jJ R PROPERTIES LLC
Plat Year Plat Book/Page(s)
2135 CAMDEN WAY
CLEARWATER FL
1914 003/_015
33759 -1024
Parcel Information
Book/Page: Land Use: Vacant
.14330/1.59.1.. Commercial (10)
Census Tract: Evacuation Zone: NON -
267.03 EVAC
Seawall:
Land Use
Vacant Commercial(10)
Land Information
Frontage: None
Land Size
100 x 154
View:
Unit Value Units Method
8.50 15,300.00 S
http: / /www.pcpao.org /general _ vadet.php ?pn = 1529127018240001010 7/8/2008
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DIMENSIONAL
BHMGLEB
FOAM BANDING
ELEV" W -4"
SYNTHETIC
STONE
ELEV. I0' -0"
VINYL FASCIA
TRIM
WINDOWS,
BRONZE FINISH
FOAM BANDING
STUCCO
FMI
ELEV. 0'
Clearwater Florida
north elevation
SCALE: 1/8"= 1' -0"
ELEV.19' -11"
FIBERGLASS
DIMENSIONAL
BHMGLES
Tf%M BEARING
ELEV -4
TRW BEARMG Ak
_
r. a.
z
ELEV. �' -d"
:....
:. ..
FASCIA
STUCCO
ELEV 0' -0"
I�
®rchltectonlcs
Countryside Dental
Y to
south elevation
studio o
2165 Palmetto Street
SCALE: 118"= 1' -0'
Clearwater Florida
0 2 2000
0
UIMDOUIS,
BRONZE
FMISH
VMYL
FASCIA
SYNTHETIC
STONE
FOAM BANDING
STUCCO
am pQ�tttYll
e1,01 R- :Irl�mom
rem suw i
e "earl
a�
mom 2011 ■ ■ ■ ■�
■ ■ ■ long loll
��� ■3 loll ■ ■�■ ��
ELEV F!' -Ir
FIBERGLASS
DIMENSIONAL SHMGLES
TRUSS BEARMG
V. 19' -4
VINYL FASCIA
TRUSS E EARMG
ELEV. W-m•
SYNTHETIC STOIC
BANDMG
FMf
ELEV m'-m'
east elevation
FIBEI 'ASS, SCALE: 1/8"= 1' -0"
Jill
DIME�ISiONAL _ ELEV 19' -IP
F-7777
_ TRISS WARM
ELEV. W-m'
ELEV. m'-m•
4Lrch1tecton1cs
Studioo
Countryside Denial west elevation
2165 Palmetto Street SCALE: 1/8"= V-O'
Clearwater Florida
0
om"g'm.�
REGENED
U§2008
PJANM!! CW.,r,A 2 ENT
cl-Tv OF
I' -4"
4Lrchitectonics
Studloo
I' -4° 5' -0" L 1' -4" l
plan
SCALE: 1/2" = 1• -0"
= Countryside
Dental
Dr. Theresa C. Kohlberg,.DMD --- __
A
5'
Countryside Dental Signage elevation
2165 Palmetto Street SCALE: 1/2" = V -0"
Clearwater Florida
SIGN BOARD BY SIGNAGE
COMPANY
FOAM CAP TO MATCH
BUILDING
SYNTHETIC STONE TO MATCH
BUILDING
FOAM BANDING TO MATCH
BUILDING
STUCCO
_10
! , vi-- 0
,p t,"t-'r
v 5,
cl-'ryoF
ll, ;,
. T .4
Bob Mryncza
Countryside Dental
7936 3`d Avenue South
St. Petersburg, FL 33707
June 30, 2008
RE: 2165 Palmetto Street, Clearwater, FL
Tree Assessment
Dear Mr. Mryncza:
ENGAGEMENT
As you requested, I have completed my assessment of the referenced property.
ASSIGNMENT
My assignment was to inventory and assess each tree on the subject site in
accordance with the City of Clearwater's tree grade requirements, assign each
tree a number, annotate assigned numbers onto an approximate, hand -drawn
survey, and provide a written report of inventory and tree assessment.
SUMMARY OPINION
There are fourteen (14) trees onsite and one (1) just offsite. There is one (1)
which is # 0 (offsite), three (3) trees which are a # 2, and eleven (11) trees which
are # 3.
Following is an explanation of the rating system which was used:
CITY OF CLEARWATER TREE RATING SYSTEM.
0 Dead, require removal
1 Poor (nearly dead, hazardous), require removal
2 Below Average (declining, diseased, poor structure, potential hazard),
require removal.
3 Average (worthy of preservation but has some minor problems, minor
decline, tip die -back, minor inclusion) problems can be corrected.
4 Above Average (rather healthy tree with very minor problems)
5 Outstanding (very healthy)
6 Specimen (unique in size, age, exceptional quality)
2 2008
..ifig�'Sree� E�'1
1015 Michigan Avenue • Palm Harbor, FL 34683 • (727) 786 -8128 • (727) 410 -5797 Cell • (727) 789 -1697 Fax • www.Expertircetonsuitants.com
Mission: To provide our clients with the latest research - backed information regarding tree issues and the
development process while offering the finest representation in dispute resolution.
June 30, 2008
Author: Joseph R. Samnik
Certified Arborist, #SO -0408
Certified - Bureau of Entomology, #7774
Page 2
Trees rated 0 -2 should be removed because they pose a hazard, no replacement
required, trees rated 3 are worthy of preservation but could be sacrificed to allow
additional preservation requirements for trees rated 4-6, trees rated 4 -5 should
receive most of the attention for preservation. Great efforts must be made to
preserve these trees, and trees rated 6 (very rarely used) are trees that cannot
be removed.
Please note that my grading of these subject trees is based upon their in -place
condition at the time of my assessment.
Please advise if I may be of further assistance to you in this matter.
I affirm that my opinions have been made in total good faith, based on the facts
presented during my inspection, with no coercion from others. I further affirm
that I have no interest with the parties or people involved with this issue nor any
interest with regard to the outcome.
Trees were inspected for highly visible and patent signs or symptoms of stress or
decline. Problems not apparent upon visual inspection cannot be and were not
noted. All trees of concern should be monitored on an annual basis for new or
deteriorating conditions.
Sincerely,
Jo / h R. Samnik
JRS /abh
0rvI*ia'vm
F <sc "v°
F� gip«: 022006
IA 'er-1p r�LK?,�, { jr''C2,1'f+ajyw!
• 2165 PALMETTO STREET
TREE ASSESSMENT
leAuthor. Joseph R. Samnik
June 30, 2008
NUMBER
NAME
SIZE
CONDITION
1
LAUREL OAK
10" DIA
3
2
LAUREL OAK
19" DIA
3
3
LIVE OAK
15" DIA
3
41
LAUREL OAK
24" DIA
3
5
LAUREL OAK
9" DIA
3
6
LAUREL OAK
26" DIA
3
7
LIVE OAK
12 ", 13" DIA
3
8
LAUREL OAK
13 ", 23" DIA
3
9
LIVE OAK
9" DIA
2
10
CHERRY LAUREL
9" DIA
3
11
LIVE OAK
10" DIA
2
12
LAUREL OAK
13" DIA
3
13
LAUREL OAK
20" DIA
DEAD
OFFSITE
14
LAUREL OAK
23" DIA
3
15
LAUREL OAK
29" DIA
2
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