FLD02-04-09A
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DATE RECEIVED:
RECEIVED BY (staff initials):
ATLAS PAGE #: t611}
ZONING DISTRICT: c....
LAND USE CLASSIFICATION: (J,
ZONING & LAND USE CLASSIFICATION OF
ADJACENT PROPERTIES:
NORTH: {Jt1 pre:
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Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4576
a SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
a SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION including folded site plans
a SUBMIT APPLICATION FEE $ I Z 0 s:--
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive XnfiU Redev~RolPment Plt'oject (Revised 7/16/01)
-PLEASE TYPE OR PRINT-use additional sheets as necessary
A. APPLICANT, PROPERTY OWNER AND AGENT iNFORMATION: (Section 4-202.A)
APPLICANT NAME: Homeless Emergency Proi ect Inc.
E-MAIL ADDRESS:
PHONE NUMBER: (727) 442-9041
CELL NUMBER:
FAX NUMBER:
(727) 443-4875
B. PROPOSED DEVELOPMENT INFORMATION:
PARCEL NUMBER:
Unit No.2, Block E Lot 16 as per map or
STREET ADDRESS of subject site:
LEGAL DESCRIPTION:
1 ..:
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PARCEL SIZE: .35 acres
(acres, square feet)
PROPOSED USE AND SIZE: Residential Shelter
(number of dwelling units, hotel rooms or square footage of nonresidential use)
DESCRIPTION OF REQUE$T(S): See Exhibit "A"
(include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.)
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 --1L (if yes, attach a copy of the applicable
documents)
Page 1 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
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C. PROOF OF OWNERSHIP: (Section 4-202.A)
0 SUBMIT A COpy OF THE TITLE OR DEED TO THE PROPERTY
D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 3-913.A)
0 Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA:
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 s
located. See Attachment B
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. Attachment B
See
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3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed
use.
See Attachment B
4. The proposed development is designed to minimize traffic congestion.
See Attachment B
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
See Attachment B
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts,
on adjacent properties.
See Attachment B
0 Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA:
1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and
development standards.
See Attachment C
Page 2 of 6 - Flexible Development Application Residentiallnfill Project- City of Clearwater
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2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of
abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.)
See Attachment C
3. The uses within the residential infill project are otherwise permitted in the City of Clearwater.
See Attachment C
4. The uses or mix of use within the residential infill project are compatible with adjacent land uses.
See Attachment C
5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel
proposed for development.
See Attachment C I
6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate
vicinity of the parcel proposed for development and the City of Clearwater as a whole.
.. See Attachment C
7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the I
immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole.
See Attachment C
E. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Section 4-202.A)
0 SIGNED AND SEALED SURVEY (including legal description of property) - One original and 12 copies;
0 COPY OF RECORDED PLAT, as applicable;
0 PRELIMINARY PLAT, as required;
0 LOCATION MAP OF THE PROPERTY.
D 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.)
D GRADING PLAN, as applicable;
Page 3 of 6 - Flexible Development Application Residentiallnfill Project- City of Clearwater
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F. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and
4-202.A.21 )
o STORMW A TER PLAN including the following requirements:
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 detentionlretention area including top of bank, toe of slope and outlet control structure;
Storm water calculations for attenuation and water quality;
Signature of Florida registered Professional Engineer on all plans and calculations
o COPY OF SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required
prior to issuance of City Building Permit)
o COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, as applicable
G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
o SITE PLAN with the following information (not to exceed 24" x 36"):
All dimensions;
North arrow;
Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
Location map;
Index sheet referencing individual sheets included in package;
Footprint and size of all 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 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, stonm and sanitary sewer lines, manholes and lift stations, gas
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;
Location of all refuse collection facilities and all required screening (min. 10'x12' clear space);
Location of all landscape material;
Location of all on site and offsite storm-water management facilities;
Location of all outdoor lighting fixtures; and
Location of all existing and proposed sidewalks.
o SITE DATA TABLE for existing, required, and proposed development, in written/tabular form:
Land area in square feet and acres;
Number of dwelling units proposed;
Gross floor area devoted to each use;
Parking spaces: total number, presented in tabular fonm with the number of required spaces;
Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area;
Size and species of all landscape material;
Official records book and page numbers of all existing utility easement;
Building and structure heights
Impermeable surface ratio (I.S.R.); and
Floor area ratio (FAR.) for all nonresidential uses.
o REDUCED SITE PLAN to scale (8 Yz X 11) and coior rendering if possible;
o 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;
Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees.
Page 4 of 6 - Flexible Development Application Residenliallnfill Project- City of Clearwater
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H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A)
o LANDSCAPE PLAN:
All existing and proposed structures;
Names of abutting streets;
Drainage and retention areas including swales, side slopes and bottom elevations;
Delineation and dimensions of all required perimeter landscape buffers;
Sight visibility triangles;
Delineation and dimensions of all parking areas including landscaping islands and curbing;
Proposed and required parking spaces;
Existing trees on-site and immediately adjacent to the site, by species, size and locations, including drip line;
Location, size, description, specifications and quantities 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
percentage covered;
Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
Irrigation notes.
o REDUCED LANDSCAPE PLAN to scale (8 Yz X 11 ) (color rendering if possible);
o IRRIGATION PLAN (required for level two and three approval);
o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable.
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23)
Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part
of a Comprehensive Infill Redevelopment Project or a Residentiallnfill Project.
o BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials;
o REDUCED BUILDING ELEVATIONS -- four sides of building with colors and materials to scale (8 Yz X 11) (black and white and color rendering, if
possible) as required.
J. SIGNAGE: (Division 19. SIGNS I Section 3-1806)
o Comprehensive Sign Program application, as applicable (separate application and fee required).
o Reduced signage proposal (8 Yz X 11) (color), if submitting Comprehensive Sign Program application.
K. TRAFFIC IMPACT STUDY: (Section 4-801.C)
o
Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801
C of the Community Development Code for exceptions to this requirement.
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L. SIGNATURE:
Signature of property owner or representative
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STATE OF FLORIDA, COUNTY OF PINEL~,~~. '7.
Swom to and subscribed before me thi~ ' ~y of
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. ~c. r~t<:L. C:;r--e'-e'Yf, who is ersonally 'tbo . ,: has
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My commission expires: '
I, the undersigned, acknowledge that all representations made in this
application are true and accurate to the best of my knowledge and
authorize City representatives to visit and photograph the property
described in this application.
Page 5 of 6 - Flexible Development Application Residentiallnfill Projecl- City of Clearwater
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M. AFFIDAVIT TO AUTHORIZE AGENt:
Homeless Emergency Pro;ect, Inc.
(Names of all property owners)
That (I am/we are) the ~and record title holder(s) of the following described property (address or general location):
1.
. \
Ms. Barbara Green
2.
That this property constitutes the property for which a request for a: (describe request)
Reduce side yard setback from 10 feet to 4 feet on Lot 16, north side of building.
Reduce previously approved 10 feet rear setback. to 8 feet, east side of building.
3. That the undersigned (has/have) appointed and (does/do) appoint:
See Attached Resolutions.
Ms R~rh~r~ ~rppn
as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition;
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property;
5. 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 t .
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6:' 'That (I/We), the undersigned authority, hereby certify that the foregoing is true a
orrect.
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COUNTY OF PINELLAS
Property Owner
STATE OF FLORIDA,
My Commission Expires:
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Page 7 of 6 - Flexible Development Application Residentiallnfill Project- City of Clearwater
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Everybody's Tabernacle, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of Everybody's
Tabernacle Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, aIld for and behalf of said corporation to
execute any and all agreements and.instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fIxed this 4 day of February,
2002.
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Bryant avis
President
Everybody's Tabernacle, Inc.
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Dana Slaughter I .
Secretary
Everybody's Tabernacle, Inc.
Seal
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Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certifY that I am the duly elected and qualified President of the Homeless
Emergency Project, Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002.
A9/lU ~.J?
Dian John on
Secretary
Homeless Emergency Project, Inc.
Seal
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EXHIBIT "A"
PROJECT DESCRIPTION
SUMMARY OF FLEXIBLE DEVELOPMENT REQUEST
Proiect Description
On April 25, 2002, the Homeless Emergency Project, Inc. submitted a Flexible
Development Application for an infill project involving three (3) distinct development
activities within the context of the HEP Campus Master Plan. They included:
. Service Building Expansion -1120 Fairburn Avenue, Clearwater, FL
. Bargain Barn (retail/furniture restoration/training) Facility - 1212 N. Betty Lane,
Clearwater, FL
. Permanent Supportive Housing for Homeless Individuals with Disabilities - 1215
N. Betty Lane, Clearwater, FL
The application was approved by the Community Development Board and City
Commission with conditions, all of which were acceptable to the Applicant.
The Applicant is moving forward with the development of construction plans and permits
and anticipates construction activities associated with the residential shelter and Bargain
Barn to commence in the near future. During the course of preparing the construction
plans for the residential shelter project located at 1215 N. Betty Lane (i.e. Pinebrook
Subdivision Unit No.2, Block E, Lot 16), an opportunity has arisen for HEP to acquire
the parcel immediately to the south of the proposed facility (i.e. Pinebrook Subdivision
Unit No.2, Block E, Lot 15) to provide additional units at a later date. Consequently,
HEP is requesting the City's approval to reduce the required side yard setback
along the northern property line of the property located at 1215 N. Betty Lane from
ten (10) feet to four (4) feet, thereby facilitating a six foot northerly shift of the
proposed residential development. Given that the lot is triangular in nature this
will also require a reduction in the previously approved 10 foot rear setback from
10 feet to 8 feet to accommodate the handicap access ramp. The property
immediately to the north along the Creek is owned by the City of Clearwater and is not
anticipated for future development.
This will enable HEP to utilize its proposed new driveway as a joint driveway serving the
proposed residential shelter and any future residential shelter development that may
occur on Lot 15 to the south. The benefits of this request both to the Applicant and City
of Clearwater include:
. A single driveway onto N. Betty Lane would be provided as opposed to two (2)
separate driveways resulting in fewer traffic conflicts.
. A single driveway will result in less impervious surface when both lots are
developed.
. The development will be more functional and aesthetically pleasing, thereby
enhancing the surrounding neighborhood.
P :\Zzz2272\02m\Adm i n-support\Co rrespondence\applicati andes cri pti 0 n. do c
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EXHIBIT "B"
SECTION 0., WRITTEN SUBMITTAL, REQUIREMENTS
RESPONSES TO SIX (6) GENERAL APPLICABILITY REQUIREMENTS
0.1. The proposed development of land will be in harmony with the scale, bulk,
coverage, density and character of adjacent properties in which it is
located.
As part of its campus master plan, the HEP is proposing to develop a permanent
supportive housing for homeless individuals with disabilities in the form of a 8-
unit residential shelter development on .35 acres located at 1215 N. Betty Lane.
In addition, the redevelopment will result in the permanent removal of the existing
sign along Betty Lane. While maintaining current trash and refuse disposal
methods, HEP collects trash from all its facilities and consolidates it in one pick-
up area. Consequently the proposed development will be in harmony with the
surrounding developments and will enhance the visual character and functionality
of the immediate neighborhood. The proposed project will be in harmony with
the scale, bulk and density of adjacent properties.
0.2. 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 lands are already developed with HEP facilities and other facilities
supporting the surrounding neighborhood. The proposed residential shelter
development will enhance the value of surrounding properties and will not
discourage appropriate development, redevelopment and use of adjacent land
and buildings. Conversely, the proposed development will act as a catalyst to
promote additional redevelopment of the immediate neighborhood. The
anticipated value of new construction on the property is approximately
$550,000.00.
0.3. The proposed development will not adversely affect the health or safety or
persons residing or working in the neighborhood of the proposed use.
The proposed development will provide much needed housing opportunities for
individuals served by HEP. Conversely, the development will have a positive
impact on the health and safety of individuals residing and working in the
immediate neighborhood and the City of Clearwater.
0.4. The proposed development is designed to minimize traffic congestion.
The request to reduce the northern building setback from ten (10) feet to four (4)
feet will facilitate a six-foot northerly shift of the proposed residential shelter
development. The undeveloped property immediately north of the subject
property along the creek is owned by the City of Clearwater and is not anticipated
for future development. This City-owned property will continue to provide access
to the creek for maintenance purposes. The Applicant is currently negotiating the
purchase of the lot immediately south (i.e. lot 15). Approval of this request will
enable HEP to utilize its new driveway as a joint driveway serving this proposed
.
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residential shelter development on lot 16 and any future residential shelter
development that may occur on lot 15 to the south. This will have a positive
impact on traffic by providing a single driveway as opposed to two (2) separate
driveways resulting in fewer traffic conflicts along N. Betty Lane and less
impervious surface. It will also result in a more aesthetically pleasing and
harmonious development thereby, enhancing the neighborhood.
0.5. The proposed development is consistent with the community character of
the immediate vicinity of the parcel proposed for development.
The character of the North Greenwood area is well established and the HEP
campus which includes this parcel is an integral part of the neighborhood and
surrounding community. The community is generally comprised of single family,
commercial, institutional and recreational uses with a significant level of
pedestrian activity. The proposed residential shelter development is consistent
with the community character and will enhance the immediate vicinity, which is
currently undergoing significant redevelopment. The HEP campus is on the
eastern fringe of the Greenwood Neighborhood redevelopment program.
0.6. The design of the proposed development minimizes adverse effects,
including visual, acoustic and olfactory and hours of operation impacts, on
adjacent properties.
The proposed 8-unit residential shelter development will have no adverse
acoustic or olfactory impacts on the area. As previously noted the visual
character of the project will have a beneficial impact on the neighborhood by
enhancing the redevelopment potential of the North Greenwood neighborhood.
P:\Zzz2272\02m\Admin-support\Correspondence\applicationdescription.doc
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ATTACHMENT "C"
RESPONSES TO TEN COMPREHENSIVE INFILL
REDEVELOPMENT PROJECT CRITERIA
NOTE:
Each of the following criteria were recently analyzed as part of
HEP's earlier application which involved this parcel.
Notwithstanding, the following responses are provided:
1.
The development or redevelopment of the parcel proposed for
development is otherwise impractical without deviations from the use,
intensity and development standards.
The Applicant is requesting a reduction of the northerly side yard setback in
order to develop a project which is more functional and aesthetically pleasing
to the neighborhood. The Applicant is negotiating the purchase of the lot
immediately to the south of the subject property, which will also be used for
residential shelter development. The requested reduction in the northerly
side yard setback will enable the Applicant to utilize a single driveway to
serve both lots resulting in fewer conflicts along N. Betty Lane.
2. The development of the parcel proposed for development as a
comprehensive infill redevelopment project or residential infill project
will not reduce the fair market value of abutting properties (including
existing value of the site and the proposed value of the site with the
improvements.)
Both the appearance and fair market value of this and abutting properties will
be enhanced by the development of the 8-unit residential shelter
development. The estimated value of the proposed project is $550,000.00.
The proposed development will further enhance the ongoing redevelopment
efforts currently underway in the North Greenwood neighborhood.
3. The uses within the comprehensive infill redevelopment project are
otherwise permitted in the City of Clearwater.
The proposed residential shelter development is permitted under the current
Future Land Use Plan and zoning of the property. Further, the proposed
project is consistent with the recent development approvals of the City of
Clearwater regarding the HEP master plan.
4. The use or mix of use within the comprehensive infill redevelopment
project are compatible with adjacent land uses.
The proposed residential shelter use is consistent with the recently approved
HEP master plan and adjacent uses in the immediate area.
5. Suitable sites for development or redevelopment of the uses or mix of
uses within the comprehensive infill redevelopment project are not
otherwise available in the City of Clearwater.
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The proposed residential shelter use is consistent with the recently approved
HEP master plan. HEP's longstanding relationship with the community is
established at this location.
6. The development of the parcel proposed for development as a
comprehensive infill redevelopment project will upgrade the immediate
vicinity of the parcel proposed for development.
Property in the immediate vicinity will be upgraded as a result of the new
residential shelter development. It will positively impact the values of nearby
properties and enhance the currently ongoing redevelopment activities in the
neighborhood.
7. The design of the proposed comprehensive infill redevelopment project
creates a form and function that enhances the community character of
the immediate vicinity of the parcel proposed for development and the
City of Clearwater as a whole.
HEP and Everybody's Tabernacle perform a vital social service to the
neighborhood and community at large by providing assistance to, and an
outlet for the area's homeless and less fortunate. The individual parcel,
neighborhood, and City of Clearwater as a whole will benefit from the
proposed infill development.
8. Flexibility in regard to lot width, required setbacks, height and off-street
parking are justified by the benefits to community character and the
immediate vicinity of the parcel proposed for development and the City
of Clearwater as a whole.
As previously noted, the requested reduction in side yard setback from ten
(10) feet to four (4) feet and rear setback reduction from 10 feet to 8 feet will
result in an improved development of this parcel and ultimately of this parcel
and the parcel to the south. More specifically, the improved impact on N.
Betty Lane traffic coupled with a more aesthetically pleasing and functional
project will result from the requested reduction in side and rear yard setback.
9. Adequate off-street parking in the immediate vicinity according to the
shared parking formula in Division 14 of Article 3 will be available to in
the immediate vicinity of parcel proposed for development.
There will be no on-street parking to accommodate the development.
Parking will be provided on-site.
10. The design of all buildings complies with the Tourist District or
Downtown District design guidelines in Division 5 of Article 3 (as
applicable).
Building design was evaluated as part of the Applicant's earlier application for
this parcel.
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Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4576
CASE #: J:::. LT" \:2 '~CI'~ C'l A
DATE REcEivED: -_lm~Z.7:\;~:_~ -
RECEIVED BY (staff initials): ..__:jL::::._L~___
ATLAS PAGE#: -L~ '1-I~
ZONING DISTRICT~-- C~ - ----
LAND USE CLASSIFICATION: Ir-:--
ZONING & LAND USE CLASSIFICAT1'ti:ToF
ADJACENT PROPERTIES:
NORTH:
SOUTH: ___~~ _~
WEST: ~_~_ ___
EAST:
d SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
J
SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION including folded site plans
(!J SUBMIT APPLICATION FEE $_1'2.05,'_
FLEXIBLE DEVELOPMENT APPLICATION
Residential Infill Project (Revised 8/30/01)
-PLEASE TYPE OR PRINT-
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Section 4-202.A)
APPLICANT NAME: _Homel.ess Emergency Proj ect-.--I~_~_____~__~~~_~
MAILING ADDRESS: H20 North Betty Lane, Clearwater, FL 33755
PHONE NUMBER:. _lZllL442-9041
FAX NUMBER:
(727) 443-4875
r~ t~ 0 W C
~
PROPERTY OWNER(S):
(Must include ALL owners)
AGENT NAME:
Ms. Barbara Green
MAILING ADDRESS: _ll20 No.....rth.....13ellDane. Clearwat...er------FL.---.l1l. ') ')
:~,. ~
fllANNlr.t:;.~ DFJELOPMLN . SVCS
------0.,-,,, QL':lL"'P:^t~r[ ,
PHONE NUMBER:
(727) 442-9041
FAX NUMBER:
(727) 443-4875
B. PROPOSED DEVELOPMENT INFORMATION:
STREET ADDRESS:
__VI) Northyet~Lan~_________~______~____
Pinebrook Subdivision Unit No. 2"Block E Lot 16 as per map or
Plat thereof recorded i~lat bbok 23~~e 71 of the.....Qllblic recor s
-~n~~unfy~~riaa---~-- -------
~O~_~jJ} j ZfLI-J~S- / G ttW-u SIt 1 ~ ~
LEGAL DESCRIPTION:
PARCEL NUMBER:
PARCEL SIZE: .35 acres -----t"--J-J-t'!---P-n--g.-V-
(acres, square feet) r ~ L L u U ~- I -
PROPOSED USE AND SIZE: _!!.!:!.!.~:!:.::.K_C!:..11.!..:iJ-...Y________________:.....________________________________
(number of dwelling units, hotel rooms or square footage of nonresidential use)
DESCRIPTION OF REQUEST(S): See Exhibit "A"
(include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.)
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), 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)
Page 1 of 6 - Flexible Development Application Residential Infi" Project- City of Clearwater
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C. PROOF OF OWNERSHIP: (Section 4-202.A)
o SUBMIT A COPY OF THE TITLE OR DEED TO THE PROPERTY
D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 3-913.A)
o
Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA:
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 s
located.
See Attachment B
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. .
See Attachment B
3.
The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed
use.
See Attachment B
4. The proposed development is designed to minimize traffic congestion.
See Attachment B
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
See Attachment B
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts,
on adjacent properties.
See Attachment B
o Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA:
1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and
development standards.
See Attachment C
Page 2 of 6 - Flexible Development Application Residential Infill Project- City of Clearwater
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2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of
abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.)
See Attachment C
3. The uses within the residential infill project are otherwise permitted in the City of Clearwater.
See Attachment C
4. The uses or mix of use within the residential infHI project are compatible with adjacent land uses.
~___________~e Attachment C
5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel
proposed for development.
See Attachment C
6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate
vicinity of the parcel proposed for development and the City of Clearwater as a whole.
_~_____~~ Attaclun~~
7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the
immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole.
See Attachment C
E. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Section 4-202.A)
d SIGNED AND SEALED SURVEY (including legal description of property) - One original and 12 copies;
-U - COPY OF RECORDED PLAT, as applicable;
--s- PRELIMINARY PLAT, as required;
I
r:h LOCATION MAP OF THE PROPERTY.
JJ :THEE 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.)
rh GRADING PLAN, as applicable;
Page 3 of 6 - Flexible Development Application Residentiallnfill Project- City of Clearwater
e
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F.
STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and
4-202.A.21 )
~
STORMW A TER PLAN including the following requirements:
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;
Stormwater calculations for attenuation and water quality;
Signature of Florida registered Professional Engineer on all plans and calculations
--r-
i
o
COPY OF SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required
prior to issuance of City Building Permit)
o
COpy OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, as applicable
G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
d
SITE PLAN with the following information (not to exceed 24" x 36"):
All dimensions;
North arrow;
Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
Location map;
Index sheet referencing individual sheets included in package;
Footprint and size of all 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 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;
All parking spaces, driveways, loading areas and vehicular use areas;
Depiction by shading or crosshatching of all required parking lot interior landscaped areas;
Location of all refuse collection facilities and all required screening (min. 10'x12' clear space);
Location of all landscape material;
Location of all onsite and offsite storm-water management facilities;
Location of all outdoor lighting fixtures; and
Location of all existing and proposed sidewalks.
d
SITE DATA TABLE for existing, required, and proposed development, in written/tabularform:
Land area in square feet and acres;
Number of dwelling units proposed;
Gross floor area devoted to each use;
Parking spaces: total number, presented in tabular form with the number of required spaces;
Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area;
Size and species of all landscape material;
Official records book and page numbers of all existing utility easement;
Building and structure heights
Impermeable surface ratio (LS.R.); and
Floor area ratio (F.A.R.) for all nonresidential uses.
J
REDUCED SITE PLAN to scale (8 Yz X 11) and color rendering if possible;
~ 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;
Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees.
Page 4 of 6 - Flexible Development Application Residentiallnfill Project- City of Clearwater
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H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A)
l
r
LANDSCAPE PLAN:
All existing and proposed structures;
Names of abutting streets;
Drainage and retention areas including swales, side slopes and bottom elevations;
Delineation and dimensions of all required perimeter landscape buffers;
Sight visibility triangles;
Delineation and dimensions of all parking areas including landscaping islands and curbing;
Proposed and required parking spaces;
Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline;
Location, size, description, specifications and quantities 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
percentage covered;
Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
Irrigation notes.
REDUCED LANDSCAPE PLAN to scale (8 Y, X 11) (color rendering if possible);
o IRRIGATION PLAN (required for level two and three approval);
o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable.
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23)
Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part
of a Comprehensive Infill Redevelopment Project or a Residentiallnfill Project.
J
~
BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials;
REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 Y, X 11) (black and white and color rendering, if
possible) as required.
J. SIGNAGE: (Division 19. SIGNS / Section 3-1806)
@ Comprehensive Sign Program application, as applicable (separate application and fee required).
o Reduced signage proposal (8 Y, X 11) (color), if submitting Comprehensive Sign Program application.
K. TRAFFIC IMPACT STUDY: (Section 4-801.C)
~
Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801
C of the Community Development Code for exceptions to this requirement.
L. SIGNATURE:
I, the undersigned, acknowledge that all representations made in this
application are true and accurate to the best of my knowledge and
authorize City representatives to visit and photograph the property
described in this application.
STATE OF FLORIDA, COUNTY OF PINELLAS
Sworn jo and subscribed before me this "Z--( day of
!!q- ,A.D. 20C:::>'L,..- to me and/or by
JI~~ f:.e€:-Q-) , ........ who is personal~ known has
produced a.~--9Ji:.() -073-y/- 7 f as
identification.
/~2~
_0;ja-- ~ ___.__.
Not~~
My commission expires: o~~~ James Wagner
~ 1: My ComrnWioo 0D04Q138
'" ~
~ or "J' Expires August 12, 2005
Signature of property owner or representative
Page 5 of 6 - Flexible Development Application Residential Infill Project- City of Clearwater
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M. AFFIDAVIT TO AUTHORIZE AGENT:
Homeless Emergency Proiect, Inc.
(Names of all property owners)
That (I am/we are) the ~~ and record title holder(s) of the following described property (address or general location):
1.
Ms. Barbara Green
2.
That this property constitutes the property for which a request for a: (describe request)
Reduce side yard setback from 10 feet to 1 feet on Lot 16.
3. That the undersigned (has/have) appointed and (does/do) appoint:
See Attached Resolutions.
M~ RRrnRrR ~rppn
as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition;
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property;
5. 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; ~
6. That (I/we), the undersigned authority, hereby certify that the foregQi~t. __.____~
~ -
Property Owner
STATE OF FLORIDA,
COUNTY OF PINELLAS
Before me the undersigned, an officer duly commissioned~ the laws of the Sta~e of Florida, on this 7.---1 day of
OCr ,20,) v personally appeared ~ RMn p.. (...l~ . who having been first duly swom
Deposes and says that he/she fully understands the contents of the affidavit that he/she Signe~d' c.---...-.
o~ James Wagner Notary Public
My Commission Expires: :: . My Com~ion l)0049138
.. ..
'Ofl'o-'!'"" Expires August 12, 2005
IIMSZlPOSIPJannmg OepartmenMppflcatlon Formsldevefopment revlewlresldentlal mfi/f applicatlon2.doc
Page 7 of 6 - Flexible Development Application Residentiallnfill Project- City of Clearwater
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EXHIBIT "A"
PROJECT DESCRIPTION
SUMMARY OF FLEXIBLE DEVELOPMENT REQUEST
Proiect Description
On April 25, 2002, the Homeless Emergency Project, Inc. submitted a Flexible
Development Application for an infill project involving three (3) distinct development
activities within the context of the HEP Campus Master Plan. They included:
. Service Building Expansion - 1120 Fairburn Avenue, Clearwater, FL
. Bargain Barn (retail/furniture restoration/training) Facility - 1212 N. Betty Lane,
Clearwater, FL
. Permanent Supportive Housing for Homeless Individuals with Disabilities - 1215
N. Betty Lane, Clearwater, FL
The application was approved by the Community Development Board and City
Commission with conditions, all of which were acceptable to the Applicant.
The Applicant is moving forward with the development of construction plans and permits
and anticipates construction activities associated with the Permanent Supportive
Housing and Bargain Barn to commence in the near future. During the course of
preparing the construction plans for the Permanent Supportive Housing project located
at 1215 N. Betty Lane (i.e. Pinebrook Subdivision Unit No.2, Block E, Lot 16), an
opportunity has arisen for HEP to acquire the parcel immediately to the south of the
proposed Permanent Supportive Housing facility (i.e. Pinebrook Subdivision Unit No.2,
Block E, Lot 15) to provide additional residential units at a later date. Consequently,
HEP is requesting the City's approval to reduce the required side yard setback
along the northern property line of the property located at 1215 N. Betty Lane from
ten (10) feet to four (If) feet, thereby facilitating a 5H- foot northerly shift of the
proposed residential development. The property immediately to the north along the
Creek is owned by the City of Clearwater and is not anticipated for future development.
This will enable HEP to utilize its proposed new driveway as a joint driveway serving the
proposed multi-family and any future multifamily development that may occur on Lot 15
to the south. The benefits of this request both to the Applicant and City of Clearwater
include:
. A single driveway onto N. Betty Lane would be provided as opposed to two (2)
separate driveways resulting in fewer traffic conflicts.
. A single driveway will result in less impervious surface when both lots are
developed.
. The development will be more functional and aesthetically pleasing, thereby
enhancing the surrounding neighborhood.
P: IZzz2272102m lAd m i n-supportlCorrespo ndencelappl i cali ondes cri pli 0 n. doc
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EXHIBIT "B"
SECTION 0., WRITTEN SUBMITTAL, REQUIREMENTS
RESPONSES TO SIX (6) GENERAL APPLICABILITY REQUIREMENTS
0.1. The proposed development of land will be in harmony with the scale, bulk,
coverage, density and character of adjacent properties in which it is
located.
As part of its campus master plan, the HEP is proposing to develop a permanent
supportive housing for homeless individuals with disabilities in the form of a 8-
unit multi-family housing development on .35 acres located at 1215 N. Betty
Lane. The proposed development will be in harmony with the surrounding
developments and will enhance the visual character and functionality of the
immediate neighborhood. The proposed project will be in harmony with the
scale, bulk and density of adjacent properties.
0.2. 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 lands are already developed with HEP facilities and other facilities
supporting the surrounding neighborhood. The proposed multi-family
development will enhance the value of surrounding properties and will not
discourage appropriate development, redevelopment and use of adjacent land
and buildings. Conversely, the proposed development will act as a catalyst to
promote additional redevelopment of the immediate neighborhood. The
anticipated value of new construction on the property is approximately
$550,000.00.
0.3. The proposed development will not adversely affect the health or safety or
persons residing or working in the neighborhood of the proposed use.
The proposed development will provide much needed housing opportunities for
individuals served by HEP. Conversely, the development will have a positive
impact on the health and safety of individuals residing and working in the
immediate neighborhood and the City of Clearwater.
0.4. The proposed development is designed to minimize traffic congestion.
The request to reduce the northern building setback from ten (10) feet to .f'our(4)
feet will facilitate a 1"i'il-foot northerly shift of the proposed multi-family residential
development. The undeveloped property immediately north of the subject
property along the creek is owned by the City of Clearwater and is not anticipated
for future development. This City-owned property will continue to provide access
to the creek for maintenance purposes. The Applicant is currently negotiating the
purchase of the lot immediately south (Le. lot 15). Approval of this request will
enable HEP to utilize its new driveway as a joint driveway serving this proposed
multi-family development on lot 16 and any future multi-family development that
may occur on lot 15 to the south. This will have a positive impact on traffic by
providing a single driveway as opposed to two (2) separate driveways resulting in
.
.
fewer traffic conflicts along N. Betty Lane and less impervious surface. It will also
result in a more aesthetically pleasing and harmonious development thereby,
enhancing the neighborhood.
0.5. The proposed development is consistent with the community character of
the immediate vicinity of the parcel proposed for development.
The character of the North Greenwood area is well established and the HEP
campus which includes this parcel is an integral part of the neighborhood and
surrounding community. The community is generally comprised of single family,
commercial, institutional and recreational uses with a significant level of
pedestrian activity. The proposed multi-family development is consistent with the
community character and will enhance the immediate vicinity, which is currently
undergoing significant redevelopment. The HEP campus is on the eastern fringe
of the Greenwood Neighborhood redevelopment program.
0.6. The design of the proposed development minimizes adverse effects,
including visual, acoustic and olfactory and hours of operation impacts, on
adjacent properties.
The proposed 8-unit multi-family development will have no adverse acoustic or
olfactory impacts on the area. As previously noted the visual character of the
project will have a beneficial impact on the neighborhood by enhancing the
redevelopment potential of the North Greenwood neighborhood.
F:\Zzz2272102mlAdmin-supportICorrespondencelapplicationdescription.doc
.
.
ATTACHMENT "C"
RESPONSES TO TEN COMPREHENSIVE IN FILL
REDEVELOPMENT PROJECT CRITERIA
NOTE:
Each of the following criteria were recently analyzed as part of
HEP's earlier application which involved this parcel.
Notwithstanding, the following responses are provided:
1.
The development or redevelopment of the parcel proposed for
development is otherwise impractical without deviations from the use,
intensity and development standards.
The Applicant is requesting a reduction of the northerly side yard setback in
order to develop a project which is more functional and aesthetically pleasing
to the neighborhood. The Applicant is negotiating the purchase of the lot
immediately to the south of the subject property, which will also be used for
multi-family development. The requested reduction in the northerly side yard
setback will enable the Applicant to utilize a single driveway to serve both lots
resulting in fewer conflicts along N. Betty Lane.
2. The development of the parcel proposed for development as a
comprehensive infill redevelopment project or residential infill project
will not reduce the fair market value of abutting properties (including
existing value of the site and the proposed value of the site with the
improvements.)
Both the appearance and fair market value of this and abutting properties will
be enhanced by the development of the 8-unit multi-family development. The
estimated value of the proposed project is $550,000.00. The proposed
development will further enhance the ongoing redevelopment efforts currently
underway in the North Greenwood neighborhood.
3. The uses within the comprehensive infill redevelopment project are
otherwise permitted in the City of Clearwater.
The proposed multi-family development is permitted under the current Future
Land Use Plan and zoning of the property. Further, the proposed project is
consistent with the recent development approvals of the City of Clearwater
regarding the HEP master plan.
4. The use or mix of use within the comprehensive infill redevelopment
project are compatible with adjacent land uses.
The proposed multi-family use is consistent with the recently approved HEP
master plan and adjacent uses in the immediate area.
5. Suitable sites for development or redevelopment of the uses or mix of
uses within the comprehensive infill redevelopment project are not
otherwise available in the City of Clearwater.
.
.
The proposed multi-family use is consistent with the recently approved HEP
master plan. HEP's longstanding relationship with the community is
established at this location.
6. The development of the parcel proposed for development as a
comprehensive infill redevelopment project will upgrade the immediate
vicinity of the parcel proposed for development.
Property in the immediate vicinity will be upgraded as a result of the new
multi-family development. It will positively impact the values of nearby
properties and enhance the currently ongoing redevelopment activities in the
neighborhood.
7. The design of the proposed comprehensive infill redevelopment project
creates a form and function that enhances the community character of
the immediate vicinity of the parcel proposed for development and the
City of Clearwater as a whole.
HEP and Everybody's Tabernacle perform a vital social service to the
neighborhood and community at large by providing assistance to, and an
outlet for the area's homeless and less fortunate. The individual parcel,
neighborhood, and City of Clearwater as a whole will benefit from the
proposed infill development.
8. Flexibility in regard to lot width, required setbacks, height and off-street
parking are justified by the benefits to community character and the
immediate vicinity of the parcel proposed for development and the City
of Clearwater as a whole.
As previously noted, the requested reduction in side yard setback from ten
(10) feet to zero (0) feet will result in an improved development of this parcel
and ultimately of this parcel and the parcel to the south. More specifically,
the improved impact on N. Betty Lane traffic coupled with a more
aesthetically pleasing and functional project will result from the requested
reduction in side year setback.
9. Adequate off-street parking in the immediate vicinity according to the
shared parking formula in Division 14 of Article 3 will be available to in
the immediate vicinity of parcel proposed for development.
There will be no on-street parking to accommodate the development.
Parking will be provided on-site.
10. The design of all buildings complies with the Tourist District or
Downtown District design guidelines in Division 5 of Article 3 (as
applicable).
Building design was evaluated as part of the Applicant's earlier application for
this parcel.
P: \Zzz2272\02m \Adm i n-support\Co rrespo ndence\applicationd escripti 0 n. d oc
4L-
Everybody's Tabernacle, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of Everybody's
Tabernacle Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002.
/~~~~~~~
Bryant avis
President
Everybody's Tabernacle, Inc.
/} J
l i xi' vUz
/ L{}7 c1 -I0tC ( ()'C'1
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Dana Slaughter i/
Secretary
Everybody's Tabernacle, Inc.
Seal
.
.
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of the Homeless
Emergency Project, Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002.
j)(fUt~,
Dian John on
Secretary
Homeless Emergency Project, Inc.
Seal
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CITY OF CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
PLANNING DEPARTMENT
December 20, 2002
Ms. Barbara Green
Homeless Emergency Proj ect, Inc.
1120 North Betty Lane
Clearwater, FL 33755
RE: Development Order - Case FLD 02-04-09A - 1215 North Betty Lane
Dear Ms. Green:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On December 17, 2002, the Community Development Board reviewed your
Flexible Development application as a revision to a previously approved Comprehensive Infill
Redevelopment Project (FLD 02-04-09) for a residential shelter in the Commercial District, with
reductions in the front (west) setback along North Betty Lane from 25 feet to 15 feet (to
stairwell) and from 25 feet to 23 feet (to building), reduction to the side (north) setback from 10
feet to four feet (to building) and a reduction to the rear (east) setback from 20 feet to eight feet
(to stairway ramping), under the provisions of Section 2-704.B. The Community Development
Board (CDB) APPROVED the application with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.B.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. * That any change in ownership on Site A (retail thrift store) be evaluated for complementary
operational characteristics and parking demand, and may require approval by the Community
Development Board (CDB);
BRIAN]. AUNGST, MAYOR-COMMISSIONER
WHITNEY GRAY, VICE i\1AYOR-COMMISSIONER HoYT HAMILTON, CmlMISSIONER
FRANK HIBBARD, COMMISSIONER * BILLjONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIR!VlATIVE ACTION EMPLOYER"
-
e
December 20, 2002
Green - Page Two
2. * That the landscape plan for Site C be amended to include a hedge along the north and east
sides of the parking lot in the northeast comer of the property, to the satisfaction of Staff,
prior to the issuance of any permits for Site C improvements;
3.* That any existing or future dumpsters on either Sites A, B or C be located, designed, properly
enclosed and constructed in accordance with City standards;
4. * That the color of proposed buildings be consistent with existing buildings and be approved by
City staff prior to the issuance of building permits for those buildings;
5.* That all signage meet Code, including the removal/redesign of any existing nonconforming
signs, through building permits prior to the issuance of a certificate of occupancy for the
applicable site; and
6. That any change to this site, due to the proposed development of the property to the south, be
included in any application for that parcel.
(* Previously imposed under Case No. FLD 02-04-09.)
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (December 17, 2003). All required certificates of occupancy
shall be obtained within one year- of the date of issuance of the building permit. Time frames do
not change with successive owners. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
Please be aware that the issuance of this Development Order does not relieve you of the necessity
to obtain any building permits or pay any 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 that require this prior development approval.
In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may
be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status
within 14 days of the date of the CDB decision. The filing of an application/notice of appeal
shall stay the effect of the decision pending the final determination of the case. The appeal
period for your case expires on December 31, 2002.
If you have any questions, please do not hesitate to call Wayne M. Wells, Senior Planner, at 727-
562-4558. You can access zoning information for parcels within the City through our website:
www.clearwater-fl.com.
VerY truly lr~~ /M
Ofpu.~1K
Cynthia Tarapani, AICP
Planning Director
Cc: Mr. Michael Reineke, Wade-Trim
I IMS5clPDSIPlanning Department\C D BIFLEXilnactive or Finished ApplicationslBetty N 1215 Homeless Emergency Project, Inc. _
ApprovedlBetty N 1215 Development Order. doc
C. CONSENT AGENDA - (Items l'
.
1. Case: FLD 02-04-09A - 1215 North Betty Lane Level Two Application
Owner: Homeless Emergency Project, Inc.
Applicant: Barbara Green.
Location: 0.35 acre located on the east side of North Betty Lane, across from Engman Street.
Atlas Page: 269B.
Zoning: C, Commercial District.
Request: Flexible Development application as a revision to a previously approved Comprehensive Infill
Redevelopment Project (FLD 02-04-09) for a residential shelter in the Commercial District, with
reductions in the front (west) setback along North Betty Lane from 25 feet to 15 feet (to stairwell) and
from 25 feet to 23 feet (to building), reduction to the side (north) setback from 10 feet to four feet (to
building) and a reduction to the rear (east) setback from 20 feet to eight feet (to stairway ramping), under
the provisions of Section 2-704.B.
Proposed Use: Residential shelter of eight units.
Presenter: Wayne Wells, Senior Planner.
ACTION: APPROVED - 7:0 WITH CONDITIONS: 1) That any change in ownership on Site A (retail
thrift store) be evaluated for complementary operational characteristics and parking demand, and
may require approval by CDB (Community Development Board)*; 2) That the landscape plan for
Site C be amended to include a hedge along the north and east sides of the parking lot in the
northeast corner of the property, to the satisfaction of Staff, prior to the issuance of any permits
for Site C improvements*; 3) That any existing or future dumpsters on either Sites A, B or C be
located, designed, properly enclosed and constructed in accordance with City standards*; 4) That
the color of proposed buildings be consistent with existing buildings and be approved by City
staff prior to the issuance of building permits for those buildings*; 5) That all signage meet Code,
including the removal/redesign of any existing nonconforming signs, through building permits
prior to the issuance of a certificate of occupancy for the applicable site*; and 6) That any change
to this site, due to the proposed development of the property to the south, be included in any
application for that parcel. (Note: * indicates conditions previously imposed under
Case FLD 02~04-09.)
2. Case: FLD2002-1 0034 - 849 Harbor Island Level Two Application
Owner/Applicant: Peter Hunt.
Location: 0.26-acre located on the east side of Harbor Island, approximately 500 feet from the
terminus of Harbor Island.
Atlas Page: 249B.
Zoning: LMDR/IENCOD, Low Medium Density Residential District/Island Estates Neighborhood
Conservation Overlay District.
Request: Flexible Development approval to terminate the status of a nonconforming structure to permit
an existing 18.5-foot rear/waterfront (east) setback (to building) where a 25-foot setback is required,
under the provisions of Section 6-109.
Proposed Use: Existing detached dwelling with an 18.5-foot rear setback to building.
Presenter: Wayne Wells, Senior Planner.
ACTION: APPROVED - 7:0
acdb1202
3
12/17/02
-
-
CITY OF CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
PlANNING DEPARTMENT
Ms. Barbara Green
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, Florida 33755
December 2, 2002
Re: Community Development Board Meeting (FLD 02-04-09A)
Dear Ms. Green:
The Flexible Development application (Case No. FLD 02-04-09A), as a revision to a previously
approved Comprehensive Infill Redevelopment Project (FLD 02-04-09) for a residential shelter
in the Commercial District, with reductions in the front (west) setback along North Betty Lane
from 25 feet to 15 feet (to stairwell) and from 25 feet to 23 feet (to building), a reduction to the
side (north) setback from 10 feet to four feet (to building) and a reduction to the rear (east)
setback from 20 feet to eight feet (to stairway ramping), under the provisions of Section 2-704.B,
for property located at 1215 N. Betty Lane has been scheduled to be reviewed by the Community
Development Board on December 17,2002.
The meeting will take place at 2:00 p.m. in the City Commission Chambers, 3rd floor of City Hall
at 112 S. Osceola Avenue, Clearwater.
If you have any questions, please do not hesitate to call me at 727-562-4504.
Sincerely,
.
~0(,~ r~ M ,l.JiLQ.Q-i
W ayneM. Wells, AIep
Senior Planner
Cc: Michael Reineke, W ade- Trim
I IMS5clPDSIPlanning DepartmentlC D BIFLEX\Pending caseslReviewed and PendinglBetty N 1215 Homeless Emergency Project, Jnc\Betty N
1215 CDB Letter. doc
BRIAN J. AUNGST, MAYOR-COMMISSIONER
WHITNEY GRAY, VICE MAYOR-COMMISSI00!ER HOYT I-L","\!ILTON, COMMISSIONER
FEANK HIBBAED, COMMISSIONEH * BILL JONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
....'./
.
Letter of Transmittal
WT189-02
Wade-Trim
If transmitted items are not as noted, notify writer immediately.
To:
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Date: November 15, 2002
Attn: Ms. Barbara Green
Transmitted By:
Regular Mail
X Hand Delivered
Overnight Delivery
RE:
Flexible Development Application
Picked Up By:
Other:
We are transmitting 15 copies of the following:
Certification for Payment No.
Change Order No.
Construction Change Req. No.
Copy of Letter
X Other: Flexible Development Application
Discs
Prints
Specs.
Drawings
Product Literature
Tracings
Field Measure Plans
Plans
Samples
Shop Drawings
Work Orders No.
For your:
X Action
Approval
As Requested
Distribution
Information
Review/Comment
Use
Records /Files
X Signature
Remarks:
Enclosed herewith are 15 copies of the Flexible Development Application for your signature.
Job No.
ZZZ2272.01 M
By:
Mike Reineke
cc:
David Gildersleeve, Wade-Trim
scc:
Engineering . Landscape Architecture . Planning . Sciences . Surveying ."n.....
r~~..
4919 Memorial Highway - Suite 200 - Tampa, FL 33634 - 813.882.8366 - 888.499.9624. FAX: 813.884.5990 - www.wadetrim.com i~~j
....;.;IlIl.
Wade-Trim
.
Letter of Transmittal
WT189-02
If transmitted items are not as noted, notify writer immediately.
To: City of Clearwater
Planning & Development Services
100 S. Myrtle Avenue
Clearwater, FL 33756
Attn: Mr. Wayne Wells
Date: November 12, 2002
Transmitted By: Regular Mail x Overnight Delivery
Hand Delivered
RE:
Homeless Emergency Project
Picked Up By:
Other:
We are transmitting 13 copies of the following:
Certification for Payment No.
Change Order No.
Construction Change Req. No.
Discs
Prints
Specs.
Tracings
Work Orders No.
Drawings
Product Literature
Field Measure Plans
Samples
Shop Drawings
Copy of Letter
Other:
x Plans
For your:
Action
As Requested
x Information
Review/Comment
x Use
Approval
Distribution
Records /Files
Signature
Remarks:
Job No.
ZZZ2272.01 M
By:
Mike Reineke
~j(@~!'fWffi l~I'
uL . .... Jill
hJ\I"Nj;~G & Ot:\;ELOP,',;cHSVC::;
CITY OF CLEARWATER
cc:
scc:
Engineering - Landscape Architecture _ Planning _ Sciences _ Surveying .JIII",ilIlI.
r ~!~ ..
4919 Memorial Highway - Suite 200 - Tampa, FL 33634 - 813.882.8366 - 888.499.9624 _ FAX: 813.884.5990 - www.wadetrim.com ~ ~~J
..;"liliiii.
.
e
CITY OF CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORlDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORlDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
PLANNING DEPARTMENT
November 13, 2002
Ms. Barbara Green
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, Florida 33755
RE: Flexible Development application (Case No. FLD 02-04-09A) to amend an approved
Comprehensive Infill Redevelopment Project for Site B (1215 N. Betty Lane) for a
residential shelter in the Commercial District, with additional reductions 1) to the side
(north) setback from 10 feet to four feet to building and 2) to the rear (east) setback from
20 feet to eight feet to stairway ramping, under the provisions of Section 2-704.B.
Dear Ms. Green:
The Planning Staff has reviewed your Flexible Development application to amend an approved
Comprehensive Infill Redevelopment Project for Site B (1215 N. Betty Lane) for a residential
shelter in the Commercial District, with additional reductions 1) to the side (north) setback from
10 feet to four feet to building and 2) to the rear (east) setback from 20 feet to eight feet to
stairway ramping, under the provisions of Section 2-704.B. After a preliminary review of the
submitted documents, staff has determined that the application is complete, pending receipt of
the following:
1. Revise the application, Exhibits "A," "B" and "c" for the proposed use, as the proposed
use is a "residential shelter" not multi-family. A total of eight units are proposed.
2. Revise Exhibits "A," "B" and "c" to include a reduction in the rear (east) setback from
20 feet to eight feet for stairway ramping, including the justification for such reduction.
Please note that the previous approval granted a reduction from 20 feet to 1 0 feet for
stairway ramping.
3. Revise Exhibits "A," "B" and "c" to reflect the requested reduction in the north side
setback from 1 0 feet to four feet.
4. Show on the site plan the front setback from N. Betty Lane of 15 feet to the landing/stairs
and 23 feet to the building. These setbacks were previously granted.
5. Show on the site plan the rear setback of eight feet to the stairway ramping.
BRIAN]. AUi\GST, !viA YOR-COMMISSIONER
WHrnW{ GRAY, VICE MilYOR-COiIIJ\IISSiOKER HoYT HA.J\liLToi\. COiII~IISSIOKER
FRAKK HIBBARD, COMMISSIOI\ER ifID BII.I.]ONSON. CmlJ\liSSIONER
"EQUAL EMPI.Oy,'lENT Ai\D AFFIRMATIVE ACTION EMPLOYER"
e
e
November 13, 2002
Green - Page 2
6. Revise the site plan to curb the edge of pavement with six-inch concrete vertical curbing
along the south edge of the parking lot and the north/northwest edge at the southwest
comer of the building.
7. Revise the site plan to indicate the cross hatching is for landings.
8. Revise the site data on the site plan to indicate the proposed setbacks listed above (or as
the engineer measures). The proposed north setback to building is four feet.
9. Revise the typed version of Exhibits "A", "B" and "C" to indicate the requested four-foot
side (north) setback to the building.
1 O. Provide within the responses in Exhibits "B" and "C" further justification as to the
proposed side (north) setback and how it is consistent with the character of the area.
11. Address trash disposal (black barrel or dumpster). If black barrel, indicate storage
location. If dumpster, provide dumpster enclosure to City specifications.
12. Address any proposed signage (location, area and color).
13. Provide proposed building materials and color of building.
The application has been entered into the Department's filing system and assigned the Case
Number FLD 02-04-09 A.
The Development Review Committee will review the application for sufficiency on November
14,2002, at 11 :00 a.m. in the Planning Department conference room - Room 216 - on the second
floor of the Municipal Services Building, 100 South Myrtle Avenue, in Clearwater.
You or your client must be present to answer any questions that the Committee may have
regarding your application.
Please be aware that 15 additional sets of the complete resubmittal of all required information, to
include copies of the application, survey, site plan (with all required changes), affidavit of
authorization, etc. will be required by 4:30 p.m. on November 18, 2002, in order to be placed on
the December 17, 2002, Community Development Board (CDB) agenda.
If you have any questions, please do not hesitate to call me at 727-562-4504.
Sincerely yours,
't '\ ~. \" I',,'
. i, , . l,i; !)
VCl.\.-(".JL \.. ,-, \,(~(~-:)
W ayne)M. Wells, AICP
Senior Planner
Cc: Michael Reineke, W ade- Trim
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FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE.
CLEARWATER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
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SUNCOl\1 5~'8-207) SUj'JCOM .57:2-6200
December 2(;, 2002
Barbara Grenn
Homeless Emergenoy Project
1120 North E etty Lane
Clearwater, FL 33755
.
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2379 Broad Street, BrooKsville, Florida 34604-6899
(352) 796-7211 or 1-800-423-1476 (FL onlYI
SUNCOM 628-4150 TDD only 1.800-231-6103 (FL only)
On the Internet at: WaterMatters_org
SaraBOUI Sel"f'lce Office
6750 Frultville Road
Sarasota, Florida 3424G-971:l.
(941) 377-3722 or
1-800-320-3503 (FL only)
SUNCOM 53H900
~~(:lll'ito servlco Office
3600 West Sovereign Path
$l,Ilte 225
Lecanto, florida 34461-8070
(352) 5~Hi:L;'1
SUNCOM 667-::271
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VVl1DE-TRJMJ INC.
Subject: Notice of Final Agency Action for Approval
FiP General for Minor Systems
P;lrmit No: 460:24400.000
P 'oject Name: Honieless Emergency Project, Site B
County: Pinellas
s'~crrwp/Rge: 10!29S!15E
Dear Ms. GrEen:
This IEltt!H constitutes notioe of Final Agency Action for approval of the permit application
referellCl;Jd above Final approval is contingent upon no objection to the District's action being
receiv.~d by tile District within the time lrames described below.
You QI' any pmson whose substantial interests are a1tected by the District's action regarding
a pernit ma~ request an administrative hearing in accordance wIth Sections 120.569 and
120.5-:, r:.s., and Chapter 28-1 06, Florida Administrative Code (FAG.), of the Uniform Rules
of Pro<~ejure A request far hearing must: (1) explain how the substantia! interests of each
persoll mquesting the hearing will be a/'fected by the District's action, or proposed i!1etion, (2)
state aIr material facts disputed by the person requesting the hearing or sta.te that there are
no disputed facts, and (3) othetwis8 comply wIth Chapter 28-106, F.A.G. Copies of Sections
28-10H,201 and 28.106.301, FAC. are enclosed for your reference. A request for hearing
must be filed with (received by) the Agency Clerk ot the District at the Distriot's Brooksville
address within 21 days of receIpt of this notice. Receipt IS deemed to bE~ the fifth day after the
date on whictl this notice is deposited in the United States mail. Failure to file a request for
hearing within this time pE~riod shall oonstitute a waiver of any right you or such person may
have t<) request a hearing under Sections 120.589 and 120.57, F.S. MedJation pursuant to
Section 120.: 73, 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.
Enclo~;e(f is a "Noticing Packet" that provides information regarding the District Rule
40D-11010, FAC., which addresses the notification of persons whose substantial interests
may be affecbd by the Districts action in this matter. The packet contains guidelines on how
to provide nonce of the Djstrict'~; action, and a notice that you may use.
The enclosec approved construction plans are part of the permitl and construction must be
in accordance with these plans. .
Jf.-iN 03 '03 08: 2Sf.-if'1 l;JHDliIr1
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SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
GENERAL FOR MINOR SURFACE WATER MANAGEMENT SYSYEMS
PERMIT NO. 46024400.000
EXPIRATION DATE: Del~ember 26, 2007 . I PERMIT ISSUE DATE: December 26,2002
. This permit is issued under ihe provisions of Chapter ~173, Florida Statutes (F.S.), and the Rules contained
in Chapters 400-4 and 40, Florida Administrative Code (FAC.). The permit authorizes the Permittee to
proceed with the cor!st'uction of a surface water man.3gement system in accordance with the information
outlined herein and sl10wrl by the application, approved drawing(s), plans, specifications, and other
documents, attacheci heretc and kept on file at the Southwest Florida Water Management District (District).
All construction, operation t;lrd maintenance of the ~surface water management system authorized by thIs
permit shall occur in oompH ance with Florida Statutes and Administrative Code and the conditions of this.
~m~ .
PROJECT NAME:'
Homeless Em,"rgency Project, Site B
GRANTED TO:
Homeless Emergency Project
1120 North Betty Lane
Clearwater, FL 33755
ABSTRACT; This permit application is for the construction of an emergency homeless shelter and the
related stormwater management facilities. Runoff from the project area is conveyed to a pond proposed for
construction where water quality treatment is provided through retention,
OP. & MAlNT. ENTITY:
Barbara Green
PROPERTY LOCATION:
Pinellas County
SECfTWP/RGE:
TOTAL ACRES OWNED
OR UNDER CONTROl.:
PROJECT SIZE:
1 O/29S/15E
0.35
0.35 Acre
LAND USE:
Commercial
DATE APPLICATION FILED:
OctobE'r 31, :2C02
AMENDED DATE:
N/A
SPECIFIC CONDITlONS
1. If the owner~hjp of the project area covered by the subject permit is divided, wIth someone other
than the Permittee JecOming the owner of part of the project area, this permit shall terminate,
pursuant to Section 40D- 1.6105 F.A.C. In 8u~h situations, each land owner shall obtaIn a permit
(which may be a mo:lification of this permit) for the land owned by that person. This oondition shall
not apply to the divi~~ion and sale of lots or units in resIdential subdivisions or condominiums.
r.
JRI'I 03 '03 0[3: 25RM WHDlIII1
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P.4/4
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Permit No.
Project Nam,e:
Page
46024400.000
Homeless Emergency Project. Site B
3 .
GENERAL CONDITIONS
1. Ihe general conditIons attached hereto as E,:hibit "A" are hereby incorporated into this permit by
reference ard the Permittee shall comply with them.
~~/
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~'igll'lstlring . l.andscap-3 Architecture ~ Planning . Sclencee . Surveying
4919 Memorial Highway . ~Ju[te ;;:0') . Tampa, FL 3J634 . a',3,8fl2.8366 . FAX; 813,864,5990. \WM'.wadetrlm.com
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CDB Meeting Date: December 17, 2002
Case Number: FL 02-04-09A
Agenda Item: Cl
FILE COpy
APPLICANT:
OWNER:
LOCATION:
REQUEST:
PLANS REVIEWED:
SITE INFORMATION:
PROPERTY SIZE:
DIMENSIONS OF SITE:
PROPERTY USE:
Current Use:
Proposed Use:
PLAN CATEGORIES:
ZONING DISTRICTS:
CITY OF CLEARWATER
PLANNING DEPARTMENT
ST AFF REPORT
Ms. Barbara Green, Homeless Emergency Project, Inc. (H.E.P.)
Everybody's Tabernacle, Inc. and Homeless Emergency Project, Inc.
1215 North Betty Lane
Flexible Development application as a reVISIon to a previously
approved Comprehensive Infill Redevelopment Project (FLD 02-04-
09) for a residential shelter in the Commercial District, with reduc-
tions in the front (west) setback along North Betty Lane from 25 feet
to 15 feet (to stairwell) and from 25 feet to 23 feet (to building), re-
duction to the side (north) setback from 10 feet to four feet (to build-
ing) and a reduction to the rear (east) setback from 20 feet to eight
feet (to stairway ramping), under the provisions of Section 2-704.B.
Site plan submitted by Wade-Trim, Inc.
0.35 acres (15,076 square feet)
110 feet of frontage along N. Betty Lane
Vacant
H.E.P. residential shelter of eight units
CG, Commercial General Classification
C, Commercial District
ADJACENT LAND USES: North: Stevenson Creek
South: Sailmaker, vacant
East: Stevenson Creek, single-family
West: Retail, storage
Staff Report - Community Development Board - December 17, 2002 - Case FL 02-04-09 A
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CHARACTER OF THE
IMMEDIATE VICINITY: Single-family dwellings are to the east, with limited commercial
uses on the east and west sides of N. Betty Lane south of Stevenson
Creek.
ANALYSIS:
The original application (FLD 02-04-09) included three sites (Sites A, B and C) processed under
an "umbrella" use of Comprehensive Infill Redevelopment Project, as a means to review a "master
plan" for development. This site at 1215 N. Betty Lane (Site B) is 0.35 acres (15,076 square feet)
and has 110 feet of frontage along N. Betty Lane. It is zoned Commercial District and was
previously developed with one building utilized for retail sales with five parking spaces.
This site is proposed to be redeveloped with a two-story, eight-unit residential shelter of permanent
supportive housing for homeless persons with disabilities. The former retail thrift store of 3,261
square feet and pavement has been recently demolished. The existing pavement for this building
is at a zero-foot front setback along N. Betty Lane.
The proposed residential building, which will have an exterior stucco finish and metal roof, will be
located on a low-lying lot that must be elevated to meet FEMA requirements. The first floor of the
building will be handicap accessible, which requires ramping on the east side from the parking lot.
To meet Building Code requirements, the second floor is required to have stairways on the east
and west sides of the building. The building's handicap ramping (unenclosed) meets the required
25-foot setback from the seawall (Stevenson Creek wetlands), but encroaches into the required 20-
foot rear setback by 12 feet (prior approval under FLD 02-04-09 approved a lO-foot
encroachment). In order to meet the handicap ramping and Building Code requirement for two
stairwells, the proposed building has been pushed forward toward N. Betty Lane. The unenclosed,
western stairwell encroaches into the 25-foot required front setback by 10 feet, and the building
encroaches that setback by two feet (previously approved under FLD 02-04-09).
The property to the immediate south of this lot may be acquired to provide a similar residential
shelter in the future. The applicant is proposing to locate the proposed building and parking area
north six feet, creating a reduction of the side (north) setback from 10 feet to 4 feet. This proposed
relocation of the building also reduces the previously approved rear (east) setback from 10 feet to 8
feet (20 feet required) to the handicap ramping due to the angle of the east property line.
Stevenson Creek is to the north of the site. The applicant is providing eight parking spaces, where
only four spaces are required. On-site drainage facilities are planned on the west, south and east
sides of the property. No freestanding signage is proposed. The development of this residential
building, parking area and landscape improvements will enhance the appearance of this site and
sUlTounding area.
Solid waste generated by all of the H.E.P. facilities will be hauled by one of the H.E.P. trucks to
the Pinellas County Solid Waste facilities for disposal. Should a dumpster be necessary in the
future, its location, design and construction will be required to meet Code.
CODE ENFORCEMENT ANALYSIS:
There are no outstanding enforcement issues associated with this site.
Staff Report - Community Development Board - December 17, 2002 - Case FL 02-04-09 A 2
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A. COMPLIANCE WITH MAXIMUM DEVELOPMENT POTENTIAL STANDARD IN
THE COMMERCIAL DISTRICT (Section 2-701.1):
STANDARD REQUIRED/ EXISTING PROPOSED IN
PERMITTED COMPLIANCE?
FLOOR AREA 0.55 0.22 0.17 Yes
RATIO (FAR)
IMPERVIOUS 0.95 0.39 0.51 Yes
SURFACE
RA TIO (ISR)
B. FLEXIBLE DEVELOPMENT ST ANDARDS FOR COMPREHENSIVE INFILL
REDEVELOPMENT PROJECTS IN THE COMMERCIAL DISTRICT (Section 2-704):
STANDARD PERMITTED/ EXISTING PROPOSED IN
REQUIRED COMPLIANCE?
LOT AREA N/A 15,076 sf 15,076 sf Yes
(minimum)
LOT WIDTH N/A 110 feet 110 feet Yes
(minimum)
FRONT N/A 24.5 ft to bldg & 15 ft to stairwell Yes
SETBACK zero ft to & 23 ft to bldg
pavement
REAR N/A 25 ft (wetland) Eight feet to Yes
SETBACK stairway ramping
SIDE N/A (N) 48.4 ft to (N) Four ft to Yes
SETBACK bldg & bldg, (5) 16 ft to
pavement, (5) pavement
11.5 ft to bldg &
zero ft to
pavement
HEIGHT N/A 11 feet 20 feet Yes
maximum
PARKING Detennined by 5 spaces 8 spaces* Yes
SPACES the Community
minimum Development
Director based
I on the specific
use and! or ITE
Manual
standards
* Based on residential shelter parking requirement of one space per two residents. (Four spaces
required; eight provided.)
Staff Report - Community Development Board - December 17,2002 - Case FL 02-04-09A 3
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C. FLEXIBILITY CRITERIA FOR COMPREHENSIVE INFILL REDEVELOPMENT
PROJECTS IN THE COMMERCIAL DISTRICT (Section 2-704.B):
1. The development or redevelopment of the parcel proposed for development is
otherwise impractical without deviations from the use, intensity and development
standards.
The site is being redeveloped from a recently demolished thrift store (with substandard
setbacks to pavement) to a two-story, eight-unit residential shelter, which will provide
permanent, supportive housing for homeless persons with disabilities. In order to maintain
the required 25-foot wetland setback, it is proposed to locate the building closer to the
street, creating setback reductions for the handicap ramping and required stairwells. The
desire to acquire the property to the south for additional units is the basis for the proposed
side (north) setback reduction from 10 feet to four feet. This proposed relocation of the
building also reduces the previously approved rear (east) setback from 10 feet to eight feet
(20 feet required) to handicap ramping due to the angle of the east property line.
2. The development of the parcel proposed for development as a Comprehensive Infill
Redevelopment Project will not reduce the fair market value of abutting properties.
Single-family dwellings are located to the east across Stevenson Creek. Commercial
buildings with substandard parking and setbacks are located on the north side of Engman
Street and to the south. This site was previously occupied with a deteriorated building in
need of improvement. The proposed redevelopment will significantly improve the
appearance of the property and increase its assessed value by approximately $550K. The
proposed redevelopment project is not expected to reduce the value of abutting properties.
3. The uses within the Comprehensive Infill Redevelopment Project are otherwise
permitted in the City of Clearwater.
The City of Clearwater permits residential shelters.
4. The use or mix of uses within the Comprehensive Infill Redevelopment Project is
compatible with adjacent land uses.
Single-family dwellings are located to the east across Stevenson Creek. Commercial
buildings with substandard parking and setbacks are located on the north side of Engman
Street and to the south. A retail sales use (thrift store) is proposed across N. Betty Lane, as
part of the Homeless Emergency Project (RE.P.) overall property. The constructing of a
residential building and parking area, and installing landscape improvements, is compatible
with the sun-ounding limited commercial and single-family uses.
5. Suitable sites for development or redevelopment of the uses of mix of uses within the
Comprehensive Infill Redevelopment Project are not otherwise available in the City
of Clearwater.
The Homeless Emergency Project is an outreach ministry of Everybody's Tabernacle. The
Staff Report - Community Development Board - December 17,2002 - Case FL 02-04-09A 4
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It
programs and housing opportunities are concentrated around this campus, generally located
at 1120 N. Betty Lane. The redevelopment of this site is necessary to promote the
consolidated nature of the services provided.
6. The development of the parcel proposed for development as a Comprehensive Infill
Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for
development.
The redevelopment of the overall H.E.P. property will significantly improve the area. The
proposed residential building will blend in with the surrounding area. All of the
improvements as proposed, including the enhanced landscaping, will have a positive
impact on N. Betty Lane and the surrounding neighborhood.
7. The design of the proposed Comprehensive Infill Redevelopment Project creates a
form and function that enhances the community character of the immediate vicinity
of the parcel proposed for development and the City of Clearwater as a whole.
The original application (FLD 02-04-09) was processed as a Comprehensive Infill
Redevelopment Project, as a means of providing a "master plan" for H.E.P. facilities. The
character of the immediate vicinity, which is primarily residential, will be enhanced with
the improvements proposed.
8. Flexibility in regard to lot width, required setbacks, height and off-street parking are
justified by the benefits to community character and the immediate vicinity of the
parcel proposed for development and the City of Clearwater as a whole.
The former deteriorated building has been removed, and a new residential building will be
constructed with a parking lot designed to meet Code requirements with enhanced
landscaping. With an opportunity to acquire the property to the immediate south of this lot
to provide additional residential units in the future, the proposed building and parking area
requires a side (north) setback reduction from 10 feet to 4 feet. This proposed relocation of
the building also reduces the previously approved rear (east) setback from 10 feet to 8 feet
(20 feet required) to handicap ramping due to the angle of the east property line. The
improvements proposed will significantly improve the appearance and character of the
surrounding area.
9. Adequate off-street parking in the immediate vicinity according to the shared
parking formula in Division 14 of Article 3 will be available to avoid on-street
parking in the immediate vicinity of the parcel proposed for development.
The Homeless Emergency Project is an outreach ministry of Everybody's Tabernacle.
While only four parking spaces are required for this residential shelter, eight parking spaces
are being provided. Almost 90 percent of the H.E.P. clients do not drive. The proposed
relocation of the building and parking lot to the north six feet will provide for a shared
driveway, should the applicant be able to acquire that property.
Staff Report - Community Development Board - December 17,2002 - Case FL 02-04-09A 5
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D. GENERAL APPLICABILITY (Section 3-913): Conditions which are imposed by the
Community Development Coordinator and the Community Development Board
pursuant to a Level One or a Level Two Approval shall ensure that:
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 redevelopment of this site from a commercial use to a residential use will significantly
change the character of the property. Landscaping and drainage improvements will further
enhance the character of this area of N. Betty Lane. The redevelopment of this site, as part
of the overall H.E.P. campus, could lead to additional redevelopment activity of
surrounding properties.
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 proposed redevelopment of this site will significantly improve the appearance of the
property and could be a catalyst for further redevelopment efforts of this area. The
proposal will enhance the value of and should not discourage the appropriate development
and use of surrounding properties. The estimated value of the proposed improvements is
approximately $550,000.
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 proposal involves the demolition and removal of a dilapidated building, improved
drainage and parking and additional landscaping. The proposal will upgrade the quality,
health and safety of persons utilizing H.E.P. facilities, as well as the surrounding area.
Driveway cuts will be shared between this site and the parcel to the south, should H.E.P. be
able to acquire it.
4. The proposed development is designed to minimize traffic congestion.
The redevelopment of this site with a residential shelter will generate less vehicular traffic
than the prior commercial use. Most of the H.E.P. clients do not own a vehicle and use
public transit.
5. The proposed development is consistent with the community character of the
immediate vicinity of the parcel proposed for development.
The character of the immediate vicinity is generally single-family on the east side, with
commercial and storage uses north of Engman Street and limited commercial uses on the
east side of N. Betty Lane at Engman Street. The character of the immediate vicinity,
which is primarily residential, will be enhanced with the proposed site improvements.
6. The design of the proposed development minimizes adverse effects, including visual,
acoustic and olfactory and hours of operation impacts, on adjacent properties.
Staff Report - Community Development Board - December 17,2002 - Case FL 02-04-09A 6
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The proposal for this site will significantly improve the aesthetic impacts on the
sUlTounding area, through the demolition of a dilapidated building and its replacement with
a new, modern building with landscaped parking areas. H.E.P. will manage its own solid
waste needs. Any future dumpster on this site (and/or in conjunction with the property to
the south) must meet all Code requirements for design and placement on the property.
SUMMARY AND RECOMMENDATION:
The application and supporting materials were reviewed by the Development Review Committee
on November 14, 2002. The Planning Department recommends APPROVAL of the Flexible
Development application as a revision to a previously approved Comprehensive Infill Redevelop-
ment Project (FLD 02-04-09) for a residential shelter in the Commercial District, with reductions
in the front (west) setback along North Betty Lane from 25 feet to 15 feet (to stairwell) and from
25 feet to 23 feet (to building), reduction to the side (north) setback from 10 feet to four feet (to
building) and a reduction to the rear (east) setback from 20 feet to eight feet (to stairway ramping),
under the provisions of Section 2-704.B., for the site generally located at 1215 North Betty Lane,
with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.B.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the sUlTounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
* 1. That any change in ownership on Site A (retail thrift store) be evaluated for complementary
operational characteristics and parking demand, and may require approval by the Community
Development Board (CDB);
*2. That the landscape plan for Site C be amended to include a hedge along the north and east
sides of the parking lot in the northeast corner of the property, to the satisfaction of Staff, prior
to the issuance of any permits for Site C improvements;
*3. That any existing or future dumpsters on either Sites A, B or C be located, designed, properly
enclosed and constructed in accordance with City standards;
*4. That the color of proposed buildings be consistent with existing buildings and be approved by
City staff prior to the issuance of building permits for those buildings; and
*5. That all signage meet Code, including the removal/redesign of any existing nonconforming
signs, through building permits prior to the issuance of a certificate of occupancy for the
applicable site; and
6. That any change to this site, due to the proposed development of the property to the south, be
included in any application for that parcel.
* Previously imposed under Case No. FLD 02-04-09.
Prepared by Planning Department Staff:
Staff Report - Community Development Board - December 17,2002 - Case FL 02-04-09A 7
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ATTACHMENTS:
Aerial Photograph of Site and Vicinity
Location Map
Zoning Atlas Map
Application
S:\Plallning Department\C D B\FLEX\Pendillg cases\Reviewed and Pending\Betty N 1215 Homeless Emergency Project, lnc\Betty N 1215
Staff Report.doc
Staff Report - Community Development Board - December 17,2002 - Case FL 02-04-09A
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e Conditions Associated With __
Case #: FLD 02-04-09A
12/9/2002
5:24:32PM
;>Conditio
Code
PNRl Parks & Recs Condition Warn
The Open Space/Recreation dedication does not apply to the current request for a residential shelter since property is
less than 1 acre. However, P&R review is still pending receipt of existing and proposed floor area information to
determine whether impact fees apply to the service building expansion and retail facility noted on the master plan (see
FLD 02-04-09). Contact Deb Richter 562-4817.
TERl Traffic Eng Condition Warn NOT MET TERl 11/8/2002 C M
TIF of $177.27 due prior to e.O.
TERl Traffic Eng Condition Warn NOT MET TERl 11/8/2002 C M
Suggest repositioning of handicap access aisle to east side of handicap parking space to align with proposed building
handicap access ramp.
ZONE Zoning Condition None NOT MET 6/18/2002 WW 10/23/2002 NS
(CDB condition) That any change in ownership on Site A (retail thrift store) be evaluated for complementary operational
characteristics and parking demand, and may require approval by the Community Development Board (CDB).
ZONE Zoning Condition None NOT MET 6/18/2002 WW 10/23/2002 NS
(CDB condition) That the landscape plan for Site C be amended to include a hedge along the north and east sides of the
parking lot in the northeast comer of the property, to the satisfaction of Staff, prior to the issuance of any permits for Site
C improvements.
ZONE Zoning Condition None NOT MET 6/18/2002 WW 10/23/2002 NS
(CDB condition) That any existing or future dumpsters on either Sites A, B or C be located, designed, properly enclosed
and constructed in accordance with City standards.
ZONE Zoning Condition None NOT MET 6/18/2002 WW 10/23/2002 NS
(CDB condition) That the color of proposed buildings be consistent with existing buildings and be approved by City
staff prior to the issuance of building permits for those buildings.
ZONE Zoning Condition None NOT MET 6/18/2002 WW 10/23/2002 NS
(CDB condition) That all signage meet Code, including the removal/redesign of any existing nonconforming signs,
through building permits prior to the issuance of a certificate of occupancy for the applicable site.
ZONE Zoning Condition None NOT MET 6/18/2002 WW 10/23/2002 NS
All Code requirements not specifically waived through this application to be met prior issuance of any permits,
Certificate of Occupancy and/or Occupation License as applicable
Page 1 of 1
CaseConditions..rpt
--
e
Wells, Wayne
From:
Sent:
To:
Wells, Wayne
Tuesday, November 19, 2002 10:26 AM
Albee, Rick; Carrier, AI; Colbert, Joseph; Dougall-Sides, Leslie; Glenn, Tom; Gluski, Roberta;
Gust, Mike; Melone, Donald; Parry, Mark; Richter, Debbie
FLD 02-04-09A - 1215 N. Betty Lane
Subject:
Revised packets are in and on the table across from the file cabinets. This case is going to the 12/17/02 COB
meeting. Please review the resubmission by those that had comments at the 11/14/02 ORC meeting (see
comments below) either today or tomorrow. Make sure that all comments are updated in Permit Plan (including
the dates of the comments and whether there are any conditions necessary for the COB approval). Thanks.
Wayne
11:00 a.m. Case: FLD 02-04-09A - 1215 N. Betty Lane
Owner: Homeless Emergency Project, Inc.
Applicant: Ms. Barbara Green.
Representative: Wade Trim.
Location: 0.35 acres located on the east side ofN. Betty Lane, across from Engman Street.
Atlas Page: 269B.
Zoning: C, Commercial District (CG land use)
Request: Flexible Development application as a revision to a previously approved Comprehensive Infill Redevelopment
Project (FLD 02-04-09) for a residential shelter in the Commercial District, with reductions to the side (north) setback from
10 feet to four feet (to building) and to the rear (east) setback from 20 feet to eight feet (to stairway ramping), under the
provisions of Section 2-704.B.
Proposed Use: Residential Shelter of eight units.
Presenter: Wayne Wells, Senior Planner.
Attendees included:
City Staff: Mark Parry, Wayne Wells, Joe Colbert, Glen Bahnick and Tom Gleml
Applicant/Representative: Mike Reinke
The DRC reviewed this application with the following comments:
1. Plannilll!:
a) Revise the application, Exhibits "A," "B" and "c" for the proposed use to be listed as a "residential shelter" with a
total of eight units.
b) Revise Exhibits "A," "B" and "c" to include a reduction in the rear (east) setback from 20 feet to eight feet for
stairway ramping; including the justification for such reduction.
c) Revise Exhibits "A," "B" and "c" to reflect the requested reduction in the north side setback from 1 0 feet to four
feet and include further justification of how it is consistent with the character of the area.
a) Show on the site plan the front setback from N. Betty Lane of 15 feet to the landing/stairs and 23 feet to the building.
These setbacks were previously granted.
b) Revise the site plan to curb the edge of pavement with six-inch concrete vertical curbing along the south edge ofthe
parking lot and the north/northwest edge at the southwest comer of the building.
c) Revise the site plan to indicate the cross hatching is for landings.
d) Revise the site data on the site plan to indicate the proposed setbacks listed above (or as the engineer measures). The
proposed north setback to building is four feet.
e) Revise the typed version of Exhibits "A", "B" and "c" to indicate the requested four-foot side (north) setback to the
building.
f) Address trash disposal (black barrel or dumpster). Ifblack barrel, indicate storage location. If dumpster, provide
dumpster enclosure to City specifications. Note: (CDB condition: That any existing or future dumpsters on either
Sites A, B or C be located, designed, properly enclosed and constructed in accordance with City standards.);
g) Address any proposed signage (location, area and color).
h) Provide proposed building materials and color of building.
2. Traffic enl!:ineerinl!::
a) Suggest repositioning of handicap access aisle to east side of handicap parking space to align with proposed building
handicap access ramp. Applicant will revise site plans.
b) TIF of$177.27 due prior to C.O.
3. Stormwater:
a) No comments
1
4.
-
-
5.
Solid waste:
a) No comments
Parks and Recreation:
a) The Open Space/Recreation dedication does not apply to the current request for a residential shelter since property is
less than I acre. However, P&R review is still pending receipt of existing and proposed floor area information to
determine whether impact fees apply to the service building expansion and retail facility noted on the master plan
(see FLD 02-04-09). Contact Deb Richter 562-4817.
Landscapinl!:
a) The landscape plan as approved by the CDB (case FLD 02-04-09) needs to be installed.
Land resource:
a) No comments
Harbor Master:
a) No comments
Fire:
a) No comments
Environmental:
a) No comments
General enl!ineerinl!:
a) No comments
6.
7.
8.
9.
10.
11.
2
~-T
-
e
11:00 a.m.
Case: FLD 02-04-09A - 1215 N. Betty Lane
Owner: Homeless Emergency Project, Inc.
Applicant: Ms. Barbara Green.
Representative: Wade Trim.
Location: 0.35 acres located on the east side ofN. Betty Lane, across from Engman Street.
Atlas Page: 269B.
Zoning: C, Commercial District (CG land use)
Request: Flexible Development application as a revision to a previously approved Comprehensive Infill
Redevelopment Project (FLD 02-04-09) for a residential shelter in the Commercial District, with
reductions to the side (north) setback from 10 feet to four feet (to building) and to the rear (east) setback
from 20 feet to eight feet (to stairway ramping), under the provisions of Section 2-704.B.
Proposed Use: Residential Shelter of eight units.
Presenter: Wayne Wells, Senior Planner.
Attendees included:
City Staff: Mark Parry, Wayne Wells, Joe Colbert, Glen Bahnick and Tom GleIm
Applicant/Representative: Mike Reinke
The DRC reviewed this application with the following comments:
1. Planninl!:
a) Revise the application, Exhibits "A," "B" and "c" for the proposed use to be listed as a
"residential shelter" with a total of eight units.
b) Revise Exhibits "A," "B" and "c" to include a reduction in the rear (east) setback from 20 feet to
eight feet for stairway ramping; including the justification for such reduction.
c) Revise Exhibits "A," "B" and "c" to reflect the requested reduction in the north side setback from
10 feet to four feet and include further justification of how it is consistent with the character of the
area.
d) Show on the site plan the front setback from N. Betty Lane of 15 feet to the landing/stairs and 23
feet to the building. These setbacks were previously granted.
e) Revise the site plan to curb the edge of pavement with six-inch concrete vertical curbing along the
south edge of the parking lot and the north/northwest edge at the southwest corner ofthe building.
f) Revise the site plan to indicate the cross hatching is for landings.
g) Revise the site data on the site plan to indicate the proposed setbacks listed above (or as the
engineer measures). The proposed north setback to building is four feet.
h) Revise the typed version of Exhibits "A", "B" and "c" to indicate the requested four-foot side
(north) setback to the building.
i) Address trash disposal (black barrel or dumpster). If black barrel, indicate storage location. If
dumpster, provide dumpster enclosure to City specifications. Note: (CDB condition: That any
existing or future dumpsters on either Sites A, B or C be located, designed, properly enclosed and
constructed in accordance with City standards.);
j) Address any proposed signage (location, area and color).
k) Provide proposed building materials and color of building.
2. Traffic enl!ineerinl!:
a) Suggest repositioning of handicap access aisle to east side of handicap parking space to align with
proposed building handicap access ramp. Applicant \vill revise site plans.
b) TIF of$l77.27 due prior to C.O.
3. Stormwater:
a) No comments
4. Solid waste:
a) No comments
5. Parks and Recreation:
a) The Open Space/Recreation dedication does not apply to the current request for a residential
shelter since property is less than 1 acre. However, P&R review is still pending receipt of existing
and proposed floor area information to determine whether impact fees apply to the service
Draft DRC agenda - November 14, 2002 - Page 11
"
building expan! and retail facility noted on the master plan I FLD 02-04-09). Contact Deb
Richter 562-4817.
6. Landscaoilll!:
a) The landscape plan as approved by the CDB (case FLD 02-04-09) needs to be installed.
7. Land resource:
a) No comments
8. Harbor Master:
a) No comments
9. Fire:
a) No comments
10. Environmental:
a) No comments
11. General ell!!ineerine::
a) No comments
NOTES:
· Email commentstoMikeatllU"eineke@wadetrim.com;
· 15 sets of everything to be submitted to Staff by November 18,2002 in order to be scheduled for a December
17,2002 CDB meeting.
DRAFT CONDITIONS:
1. All Code requirements not specifically waived through this application to be met prior issuance of any permits,
Certificate of Occupancy and/or Occupation License as applicable;
2. That any change in ownership on Site A (retail thrift store) be evaluated for complementary operational
characteristics and parking demand, and may require approval by the Conmmnity Development Board (previous
CDB condition);
3. That the landscape plan for Site C be amended to include a hedge along the north and east sides of the parking
lot in the northeast comer of the property, to the satisfaction of Staff, prior to the issuance of any permits for
Site C improvements (previous CDB condition);
4. That any existing or future dumpsters on either Sites A, B or C be located, designed, properly enclosed and
constructed in accordance with City standards (previous CDB condition);
5. That the color of proposed buildings be consistent with existing buildings and be approved by City staff prior to
the issuance of building permits for those buildings (previous CDB condition); and
6. That all signage meet Code, including the removal/redesign of any existing nonconforming signs, through
building permits prior to the issuance of a certificate of occupancy for the applicable site (previous CDB
condition).
---------------------------------------------------------------------------------------------------------------------------------
Draft DRC agenda - November 14, 2002 - Page 12
\
e
.
Community Response Team
Planning Oept. Cases - ORC
Case No. {= Llj 0;) -O~ - 0 Cj A Meeting Date: )/ -l L( - 'Z-a::l2.-
Location: I d-.l S- .10 ~.'C....TI'" L....:tt-N e-
o Current Use: ~A-~I
o Active Code Enforcement Cas~es:
o Address number (yes) (no) ~
o Landscaping (yes) ~
o Overgrown (yes)$)
o DebriS~O)
o Inoperative vehicle(s} (yes)@
o Building(s} (good) (fair) (Po~r) (~
----
o Fencing (none) (900d)~Pida~(broken and/or missing pieces)
o Paint (good) (fair) (poor) (garish) N/A
o Grass Parking (ye~
o Residential Parking Violations (yes~
o Signag~k) (not ok) (billboard)
o parkin~triPed) (handicapped) (needs repaving)
o Dumpster (~~d)
o Outdoor stora~no)
Comments/Status Report (attach any pertinent documents):
Tz. 1M. P ~~. <!..-LL.-A-, JJ L-.l N l<- ~ (LtC- a::J- ~ ~
Date of Review:
Revised 03-29-01
1(- D,s--O .;;)-- Reviewed by:
CilO-L~~
\
-
-
1215 N Betty Lane
FLD 02-04-09 A
11/05/2002
..
e
-
1215 N Betty Lane
FLD 02-04-09 A
11/05/2002
e
e
FLD 02-04-09 A
1215 N BETTY LN
Date Received: 10/24/2002
HOMELESS EMERGENCY PROJ. INC
ZONING DISTRICT: C
LAND USE: CG
ATLAS PAGE: 269B
;~--"'-'--"- --
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CITY OF CLEARWATER
LONG RANGE PlANNING
DEVELOPMENT REvIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUIIDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
June 20, 2002
Ms. Barbara Green
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
FBU
RE: Development Order - Case FLD..~ 04 09 1120 North Betty Lane (Master address;
Request involves 1120 Fairburn Avenue, 1212 North Betty Lane and 1215 North Betty
Lane)
Dear Ms. Green:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On June 18, 2002, the Community Development Board reviewed your
Flexible Development application, as a Comprehensive Infill Redevelopment Project, with the
following requests:
· Site A (1212 N. Betty Lane) - Permit the construction of a retail sales use (thrift store) in the
Commercial District with 1) a reduction in the front (east) setback along N. Betty Lane from
25 feet to 24 feet to pavement; 2) a reduction in the front (north) setback along Engman
Street from 25 feet to 19 feet to building and from 25 feet to 15 feet to pavement; 3) a
reduction in the front (west) setback along Fairburn Avenue from 25 feet to 15 feet to
building and pavement; and 4) a reduction in required parking from 56 spaces to 47 spaces;
· Site B (1215 N. Betty Lane) - Permit a residential shelter in the Commercial District with 1)
a reduction in front (west) setback along N. Betty Lane from 25 feet to 15 feet to stairwell
and from 25 feet to 23 feet to building; and 2) a reduction in the rear (east) setback from 20
feet to 10 feet to stairway ramping; and
· Site C (1120 Fairburn Avenue) - Permit the expansion of an existing social service agency in
the Institutional District with 1) a reduction in the front (west) setback along Fairburn
Avenue from 25 feet to 8.64 feet to building and from 25 feet to four feet to pavement; and 2)
a reduction in required parking from 11 spaces to 6 spaces for the expanded floor area.
Based on the application and the staff recommendation, the Community Development Board
(CDB) APPROVED the application with the following bases and conditions:
BRIAJ'l j. AUNGST, IvL\YOR-COMWSSIONER
ED HART, VICE Iv1AYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
HoYT HAMILTON, COMMISSIONER @ BILL JONSON, COMMISSIONER
"EQUAL EMPLOY1vIENT AND AFFIRMATIVE ACTION EMPLOYER"
e
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June 19,2002
Green - Page Two
Bases of Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.B and Section 2-1204.A.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That any change in ownership on Site A (retail thrift store) be evaluated for complementary
operational characteristics and parking demand, and may require approval by the Community
Development Board (CDB);
2. That the landscape plan for Site C be amended to include a hedge along the north and east
sides of the parking lot in the northeast corner of the property, to the satisfaction of Staff,
prior to the issuance of any permits for Site C improvements;
3. That any existing or future dumpsters on either Sites A, B or C be located, designed, properly
enclosed and constructed in accordance with City standards;
4. That the color of proposed buildings be consistent with existing buildings and be approved by
City staff prior to the issuance of building permits for those buildings; and
5. That all signage meet Code, including the removal/redesign of any existing nonconforming
signs, through building permits prior to the issuance of a certificate of occupancy for the
applicable site.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (June 18, 2003). All required certificates of occupancy shall be
obtained within one year of the date of issuance of the building permit. Time frames do not
change with successive owners. The Community Development Board may grant an extension of
time for a period not to exceed one year and only within the original period of validity.
Please be aware that the issuance ofthis Development Order does not relieve you of the necessity
to obtain any building permits or pay any 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 that require this prior development approval.
In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may
be initiated by a property owner abutting the property which is the subj ect of the approval within
14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay
the effect of the decision pending the final determination of the case. The appeal period for your
case expires on July 2, 2002.
e
e
June 19,2002
Green - Page Three
If you have any questions, please do not hesitate to call Wayne M. Wells, Senior Planner, at 727-
562-4558.
Very truly yours,
0~fl#~
Cynthia Tarapani, AICP
Planning Director
Cc: Mr. Michael Reineke, W ade- Trim
Mr. Michael Holmes, City Of Clearwater Housing
S:IPlanning Department\C D BlFlex\Innactive or Finished ApplicationslBetty N 1120 Homeless Emergency Project-
ApprovedlBetty N 1 120 Development Order,doc
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CITY OF
CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
PLANNING DEPARTMENT
December 20, 2002
Ms. Barbara Green
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
RE: Development Order - Case FLD 02-04-09A - 1215 North Betty Lane
Dear Ms. Green:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On December 17, 2002, the Community Development Board reviewed your
Flexible Development application as a revision to a previously approved Comprehensive Infill
Redevelopment Project (FLD 02-04-09) for a residential shelter in the Commercial District, with
reductions in the front (west) setback along North Betty Lane from 25 feet to 15 feet (to
stairwell) and from 25 feet to 23 feet (to building), reduction to the side (north) setback from 10
feet to four feet (to building) and a reduction to the rear (east) setback from 20 feet to eight feet
(to stairway ramping), under the provisions of Section 2-704.B. The Community Development
Board (CDB) APPROVED the application with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.B.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. * That any change in ownership on Site A (retail thrift store) be evaluated for complementary
operational characteristics and parking demand, and may require approval by the Community
Development Board (CDB);
BRIAN j. AUNGST, MAYOR-COMMISSIONER
WHITNEY GRAY, VICE MAYOR-COMMISSIONER HoYT H.AJvllLTON, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILLjONSON, CmlMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATNE ACTION EMPLOYER"
December 20, 2002
Green - Page Two
2. * That the landscape plan for Site C be amended to include a hedge along the north and east
sides of the parking lot in the northeast comer of the property, to the satisfaction of Staff,
prior to the issuance of any permits for Site C improvements;
3.* That any existing or future dumpsters on either Sites A, B or C be located, designed, properly
enclosed and constructed in accordance with City standards;
4. * That the color of proposed buildings be consistent with existing buildings and be approved by
City staff prior to the issuance of building permits for those buildings;
5.* That all signage meet Code, including the removal/redesign of any existing nonconforming
signs, through building permits prior to the issuance of a certificate of occupancy for the
applicable site; and
6. That any change to this site, due to the proposed development of the property to the south, be
included in any application for that parcel.
(* Previously imposed under Case No. FLD 02-04-09.)
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (December 17, 2003). All required certificates of occupancy
shall be obtained within one year- of the date of issuance of the building permit. Time frames do
not change with successive owners. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
Please be aware that the issuance of this Development Order does not relieve you ofthe necessity
to obtain any building permits or pay any 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 that require this prior development approval.
In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may
be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status
within 14 days of the date of the CDB decision. The filing of an application/notice of appeal
shall stay the effect of the decision pending the final determination of the case. The appeal
period for your case expires on December 31, 2002.
If you have any questions, please do not hesitate to call Wayne M. Wells, Senior Planner, at 727-
562-4558. You can access zoning information for parcels within the City through our website:
www.c1earwater-fl.com.
Ven' truly lr~~ ~
~.~1fA
Cynthia Tarapani, AICP
Planning Director
Cc: Mr. Michael Reineke, Wade-Trim
\IMS5cIPDS\Planning DepartmentlC D B\FLEX\Inactive or Finished ApplicationslBetty N 1215 Homeless Emergency Project, Inc. _
Approved\Betty N 1215 Development Order.doc
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Prepared For
HOMELESS EMERGENCY PROJECT (SITE B)
SECTION 10, TOWNSHIP 29 E, RANGE 15 E AND 19 E
PINELLAS COUNTY, FLORIDA
ENGINEERING REPORT IN SUPPORT OF A
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE PERMIT
STANDARD GENERAL PERMIT FOR MINOR SYSTEMS
AND CITY OF CLEARWATER DRAINAGE CONNECTION
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October 18, 2002
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Prepared by:
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Wade-Trim, Inc,
4919 Memorial Highway, Ste. 200, Tampa, Florida 33634
(813) 882-8366 Main, (813) 884-5990 Fax
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LOCATION MAP
INTRODUCTION
TABLE OF CONTENTS
1
2
DESIGN CRITERIA
2
EXISTING CONDITIONS
2
PROPOSED CONDITIONS
CONCLUSION
APPENDICIES:
Appendix 1
Appendix 2
Appendix 3
Appendix 4
Appendix 5
FIGURES:
Figure 1
Figure 2
Figure 3
2
3
SCS Soil Survey Information
Pond Volume Calculations
Modret Draw-down Analysis
Proof of Ownership
Geotechnical Report
FEMA Flood Map
SCS Soil Map
Flood Profile Existing Conditions For Stevenson
Creek
(Provided by The City of Clearwater)
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INTRODUCTION
It is the intent of Homeless Emergency Project, Inc. (HEP) to redevelop their existing
Thrift Store Site at 1215 North Betty Lane, Clearwater, Florida. This location, Site "B", is
approximately .35 acres in size and located on the west side of Betty Lane, just south of
Stevensons Creek. It is HEP's hope to redevelop this area into an eight unit residential
shelter for the homeless. According the FEMA Flood maps, the site is in flood zone AE,
elevation 11, per Panel Number 125096 0008 0 dated August 19, 1991, see Figure 1.
According the latest flood study done by Parsons Engineering Sciences, Inc. for the City
of Clearwater, and provided to us by Mr. Bob Marin of the City of Clearwater, the 100-
year flood elevation for Stevenson Creek at the proposed project location is 8.5 (NGVD),
see Figure 3 for Flood Profile map).
DESIGN CRITERIA
METHOD: Modified Rational Method
TREATMENT: Dry Detention Pond
WATER QUALITY: 0.5 inches over the site area, 635 c.t. which will recover in
approximately 24-hours, see Appendix 3 for Modret drawdown
calculations
WATER QUANTITY: Not Applicable
TAILWATER
CONDITIONS:
Stevensons Creek Mean High Tide Elevation 1.3 ft NGVD
DOWNSTREAM
BOUNDARY:
Stevensons Creek - Tidally Influenced waterway
FLOOD PLAIN
MITIGATION:
Flood plain mitigation is proposed for any site alterations below
elevation 8.50 as discussed with Mr. Richard Alt of the SWFWMD
and Mr. Bob Marin with the City of Clearwater. The proposed
construction will generate 4,865 C.t. of flood plain impact resulting
from building, parking area grading and pond berms. The site will
loose 5,596 c.t. of existing impact when the Thrift Store structure
is removed. Consequently the site will experience a net reduction
of 731 c.f. of flood plain impact.
EXISTING CONDITIONS
Site "B" is approximately .35 acres in size and currently has a 4,025 square foot building
on it with associated overhangs, patios and asphalt areas for a combined existing
impervious area of 5,148 square feet. Stormwater in the current condition sheet flows
into Stevensons Creek with no previsions for water quality or quantity. Soils on the site
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consist of Urban Land-Myakka complex (UM), see Figure 2 for SCS Soils Map,
Appendix 1 for SCS soil data and Appendix 5 for geotechnical report. Lastly, the site
currently has no SWFWMD or City of Clearwater drainage permits in place.
PROPOSED CONDITIONS
The proposed condition includes the construction of an 8-unit residential shelter along
with its accompanying asphalt drive, parking and dry detention pond for water quality.
The site stormwater system will be designed to encompass both SWFWMD and City of
Clearwater criteria. The detention pond will provide 635 c.f. of treatment volume at the
DHW elevation as needed for 0.5 inches of rainfall over the site area. In addition, the
pond will maintain 0.5 foot of free-board during a design storm event, see Appendix 2 for
pond volume calculations. The SHW elevation for the site is tidally driven. The Mean
High Tide to per the nearest tidal station at the mouth of Stevensons Creek is 1.3 NGVD
29 with Low Tide at elevation -0.7 NGVD 29. Given this data we have established a
SHW elevation of 2.5 for pond. This was done by interpolating between the SHW
elevation at DRI-3 (see geotechnical report in Appendix 5) and the mean high tide
elevation. The pond location at DRI-3 became nonfeasible due to utilities in that area.
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CONCLUSION
The storm water management systems will be reviewed by the Southwest Florida Water
Management District and City of Clearwater. The stormwater management system will
be designed to meet the design criteria of both review agencies and have no adverse
impacts to the surrounding environment.
P:\Zzz2272\01 m\Admin-support\Reports\SWFWMD drainage reportapartment-1 0-9-02.doc
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PINELLAS COUNTY, FLORIDA
23
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any mapped area. (No capability or vyoodland classifica-
tion)
Urban land-M akka com lex U m .-About 30 to 50
percent 0 t IS camp ex IS ya a 1e sand, of which
15 to 30 percent has been modified by cutting, grading,
and shaping. About 25 to 40 percent of this complex is
Urban land that is covered with houses, industrial build-
ings, other structures, and pavement. Spoil materials
from drainage canals and from street excavations have
been used to fill low a,reas or spread on the surface of
other soils.
Included in mapping are small areas of Adamsville,
Astatula, and Immokalee soils that make up no more
than 15 percent of any mapped area. Small areas of Made
land and small areas more than 75 percent of which are
covered with urban facilities also are included. (No
capability or woodland classification)
Urban land-Pomello complex (Up).-About 25 to 55
percent of this complex is Pomello soils, of which 10 to
25 percent has been modified by cutting, grading, and
shaping. About 25 to 40 percent of this complex is Urban
land that is covered with houses, industrial buildings,
other structures, and pavement. Spoil material from
grading and leveling operations has beeil used to fill low
areas or has been spread over the surface of other soils.
Included in mapping are small areas of Astatula fine
sand, IinmokBlee fine sand, and Myakka fine sand, that
ml1ke up no more than 15 percent of any mapped area.
As much as 75 percent of a few small areas is covered
,with structures and pavement. (No capability or wood-
land classification)
Urban land-Wabasso complex (Uw).-About35 to 55
percent of this complex is Wabasso fine sand, of which
10 to 30 percent has been modified by cutting, grading,
and shaping. About 25 to 40 percent oJ this complex is
Urban land that is covered with houses, industrial build-
ings, ocher' structures, and pavement. Spoil material
from drainage canals and from street grading hus been
, used to fill low areas or has been spread on the surface
, of other soils.
Included in ml1pping are I1reas of Oldsmar fine sand
thl1t make l1p as much as 15 percent of some ml1pped
areas, and small areas of Pinellas fine sand and Elred
fine sand that make up about 5 percent. (No capability
or woodl~nd classification)
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WabassoSeries
The 'Wabasso series consists of nearly level, poorly
drained sandy soils that formed in beds of sandy and
loamy marine sediments. These soils are on broad low
ridges in the flatwoods.
Typically, the surface layer is black fine sand I1bout 5
inches thick. Below this is gray, 10dse, leached fine sand
about 22 inches thick. It has a felv vertical streaks of
, very dark :gray along root channels. The next layer is
black, weakly cemented, very friable fine sand 5 inches
thick. Next, is dark-brown, very friable fine sand that
contains fragments of black, weakly cemented fine sand.
This is underlain by dark grayish-brown fine sandy clay
loam mottled with olive brown; it is about 6 inch~s thick.
Below this is coarsely mottled dark-brown, olive-bra \V'll,
and grayish-brown fine sandy loam about 6 inches thick.
Light-gray sand mixed with shell ftagments is between
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depths of about 50 inches and 62 inches. Reaction is very
strongly acid to a depth of about 27 inches, slightly acid
between 27 and 32 inches, medium acid between 32 and
38 inches, slightly acid between 38 and 50 inches, and
mildly alkaline below this depth. The water table normally
is at a depth of about 25 inches.
Wabasso soils have low available water capacity, low
organic-matter content, and low natural fertility. Perme-
ability is rapid to a depth of 27 inches, moderate between
, 27 and 50 inches, and rapid below this depth.
Representative profile of Wabasso fine sand:
AI-0 to 5 inches, black (10YR 2/1) fine sand; weak, fine,
crumb structure; very friable; mixture of organic
matter and light-gray sand grains; many fine and
medium roots; very strongly acid; gradual, smooth
boundary.
A2-5 to 27 inches, gray (IOYR 6/1) fine sand; single grain;
loose; Jew fine and medium roots; few vertical streaks
of very dark gray along root channels; very strongly
acid; clear, smooth boundary ,
B2h-27 to 32 inches, black (5YR 2/1) fine sand; massive;
firm; weakly c,emented; crushes easily with slight
pressurej sand grains well coated with organic matter;
many fine and medium roots; few gray streaks along
root channels; slightly acid; clear, smooth boundary.
B3 & Bh-32 to 38 inches, dark-brown (7.5YR 3/2) fine
sand; weak, fine, crumb structure; very friable; most
sand grains coated with organic matter; common'fine
rootsj weakly cemented; common fragments of black
(5YR 2/1) along root channels; medium acid; gradual,
smooth boundary.
B'21t---38 to 44 inches, dark grayish-brown (lOYR 4/2) fine
sandy clay loam; common, medium and coarse" dis-
tinct, olive-brown (2.5Y 4/4) mottles; moderate, medi-
um, sub angular blocky structure; firm; many fine and
medium roots; sand grains are bridged and coated
with clay; slightly acid; abrupt, smooth boundary.
B '22t---44 to 50 inches, coarsely mottled, dark-brown (10 YR
3/3), olive-brown (2.51' 4/4), and grayish-brown (2.5Y
5/2) fine ,sandy loam; weak, moderate, subangular
blocky structure; slightly sticky; common fine roots;
sand grains are bridged and coated with clay; slightly
, acidj clear, wavy boundary. ,
lI~50 to 52 inches, light-gray (2.5Y 7/2) sand and shell
fragments; single grain; loose; mildly alkaline;
calcareous. , '
The Al horizon ranges from dark gray to black and is 4 to 7
inches thick. The A2 horizon is gray to light-gray sand or fine
sand and is 10 to 23 inches thick. Depth to the B2h horizon is 20
to 30 inches. This horizon is dark reddish-brown, dark-brown,
or'black sand or fine sand and is 4 to 12 inches,thick. The Bh
horizon ranges from slightly acid to very strongly a,()id. In many ,
places a B3 & Bh horizon, 4 to 6 inches thick, is below the Bh
horizon. It is dark-brown to dark grayish-brown sand and has
black, weakly cemented nodules of sand scattered' through it.,
The B'2t horizon occurs at depths of 29 to 40 inches. It is gray
to dark grayish-brown and brownish-yellow sandy loam or
sandy clay loam and is mottled with gray, olive, olive brown,
grayish brown, brownish yellow, and strong brown. The lower
part of the B'2t horizon is more strongly mottled and, in places,
contains carbonate along root channels and light-gray to white
secondary carbonate material. The BIt horizon ranges from
medium acid to mildly alkaline. A lIC horizon of gray sand
mixed with shell fragments occurs below the B'2t horizon, com-
monly within a depth of 60 inches. In places the nc horizon is
as much as 15 feet thick. The water table is within a depth of 10
inches for 1 or 2 months during wet seasons. The rest of the
year it is at a depth of 10 to 40 inches.
The Wabasso soils mapped in Pine1las County have a B
horizon that is less acid than the range defined for the series.
This difference does not appreciably affect use or managem~mt.
Wabasso soils are associated with Astor, Elred, Felda, Mana-
tee, Myakka, Oldsmar, and Pompano soils. They are not so
poorly drained as Astor, Pompano, and Manatee soils. They
have a Bhhorizon that is lacking in :EJlred, Felda, and Pompa'no
soils. They have a loamy Bt horizon that is lacking in lfyakka
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SOIL SURVEY
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TABLE 5.~Estirnated engineering
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Classification
Flood hazard Depth
Soil name and mapping Depth to seasonal high water from
unit symbol . table surface
USDA
Inches
Adamsville: Ad__________ Once in 20 to 50 years for 2 to Less than 10 inches for 1 or 2 O--SO Fine sand__h__________
7 days. months.
Astatula:
Af8___________________ l{one________________________ More than SO inohes all yeaL___ O-SO Fine sand _ _ _ _ _ _ n _ _ __ _ _
AfC___________________ lfone________________________ More than SO inches all yeaL___ 0--S0 Fine sand______________
As____________________ l{ one_ _ _ __ _ _ __ _ ___ __ _ _ _ _ ___ __ From 40 to 60 inches for 6 to O-SO Fine sand_ _ _ __ _n___ ___
12 months.
Astor:
AL __ __ ___________.__ __ Every year for 6 months or Less than 10 inches for 6 0-26 Fine sand___h____n___
more. months or more. 2(}-SO Fine sand_ _ ___u __ __ ___
A~----~-----_-----____ Every year for 6 months or Less than 10 inches for 6 (I) Fine sand____u__n._n~
more. months or more. .
Charlotte: Ch___________ Every year for 1 to 6 months____ Less than 15 inches for 2 to6 0--S0 Fine sand_._____n______
months.
Coastal beaches: Co______ Varies with tide_________n__n Varies with tiden_____hu__n (I) Fine sand, shelL _ _ __ _ _ n
Elred: Ed_______________ Once in 5 to 20 years for 7 to Less than 10 inches for 1 or 2 0-30 Fine sand_hu__n_____
30 days. months. 30-35 Fine sandy loamh____n
35-62 Sand, sheILn__n_nn__
, Felda:
Fd____________________ Once in 5 to 20 years for 7 to .Less than 10 inches for 2 to 6 0--30 Fine sand_____uh_____
30 days. months. 30-41 Fine. sandy loam, loamy
fine sand.
41-60 Shell, sand_________ _____
Fe____________________ Every year for 1 to 6months___ Less than 10 inches for 6 to 12 0--26 Fine sand___~____h____
months. 2(}-38 Fine sandy loam, loamy
nne sand.
38-62 ShelL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Fellowship: Fh__________ l{one________________________ Less than 10 inches for 1 or 2 0--11 Loamy nne sand_ _ _ _ _ ___
. months. 11-23 Silty clay______n_____n
23-70 Clay_________~_________
lmmokalee: Im__________ Once in 5 to 20 years for 7 to Less than. 10 inches for 1 or 2 0-36 Fine sand________n____
30 days. montlllJ. 3(}-50 Fine sand_____~________
50--80 Fine sand_ _ __ __ ___ _ _ ___
Made land: Ma, Md.
No valid estimates can
be made.
Manatee: M n___________ Every year for 1 to 6 months_u_ Less than 10 inches for 6 to 12 0-18 Loamy:fine sand_ _ _ _ _ _ _ _
months. 18-44 Fine sandy loam_ _ _ _ _ _ ~_
44-72 Fine sand~ _ _ _ _ _ _ _ _ _ _ _ __
~akka: My___________ Once in 5 to 20 years for 7 to Less than 10 inches for 1 to 4 0--16 Fine sandn _ _ ___ _ _ _ __h ,
30 days. ... months. 1(}-25 Fine sand_ _ _ _ _ h _n _ _ u
25-S4 Fine sand_ _ _ _ _ _ _ _ _ __ _ __
Okeechobee: Ojc_._______ Every year for 6 to 12 months__ Less than 10 inches for 6 to 12 0--26 ~uck__________________
months. 2(}-55 Peat___________________
Oldsmar: Om____________ Once in 5 to 20 years for'; to Less than 10 inches for 1 or 2 0--34 Fine sand_ _ _ _ ___ _ __ h__
30 days. months. 34-44 Fine sand____n________
44-65 Fine sandyloam_ _ _ _ _ h_
Orlando: Or__.___________ Once in 5 to 20 years for 7 to Less than 10 inches for 1 or 2 0-16 Fine sand_ __ __ _ u __ _ ___
30 days. months. 16-80 Fine sanLu___________
Palm Beach: Pa_________ l{one________________________ From 40 to 60 inches for 6 to 0--80 Sand, sheIL___ _ _ _ _ _ _ _ __
12 months.
See footnotes at end of table.
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[Absence of data means
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'~ no estimates were made]
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pINELLAS COUNTY, FLORIDA
39
Olassifi ca ti on-Con tin ued Percentage Percentage, passing sieve-
of coarse Available
fragments Permeability water , Reaction Shrink-swell
more than 3 No.4 No. 10. No. 40. No. 200 capacity potential
Unified AASRO inches in (4.7 (2.0. (0..42 (0.074
diameter mm.) mm.) mm.) mm.)
In.jhr. In.jin. of soil pH
SP, SP-SM A-3 a 100 10.0. 95-10.0. 3-12 >20 <0..0.5 4. 5'-5. 5 Low.
SP A-3 ' a loa 10.0. 90.-99 1-5 >20 <0.05 4. 5-6. 0 Low.
SP A-3 0 100. laD 90-99 1-5 >20. <0.05 4. 5-6. a Low.
SP-SM, SP A-3 0 IDa 10.0 S5-99 2-12 >20. <0..0.5 4. 5-6. a Low.
. .
SP'-8M A-2 0 100 100 90-99 5-12 6.3--'20.0 >0.20. 5. 6-6. 5 Low.
SP A-3 0 laD 10.0 90.-99 2-5 6.3-20.0 <0.0.5 6. 1-7. S Low.
SP,SM A-2 or A-3 a laD lOa 85-99 5-12 (1) (1) (1) Variable.
SP-8M, SP A-3 a 100 1aQ 75-9S 2-12 >20 <0.05 5. 6-8. 4 Low.
,
-------------- ---------.--- (1) (1) (1) (1) (1) >20 <0.0.5 ---------- Low.
8P , A-3 0 100 10.0. 9(}-99 1-5 6.3-20..0 0.0.5 5.6-7. 8 Low.
SC, S1\'1 A-2-6, a 10.0 IDa 90.-99 12-30. O. 63-2. a a. la-a. 15 6. 6-7. 3 Low.
A-2-4
GP,8P A-3 5-10. 40.-80 35-70. 30.-65 1-5 6.3-20..0. <0..05 6. 1-7. 8 Low.
'SP A-3 a laD lOa 90.-99 2-5 6.3-20.. a <0.05 5. 1-7. 3 Low.
8M-SO, se A-2 a 100 laD 90-99 15-35 O. 63-2. 0 a. la-a. 15 6. 1-7. S Low.
GP-SP A-3 5-10 40--'70. 35-65 30-60. 1-5 6.3-20.0. <0.05 7.9-8.4 Low.
SP A-3 a 100 100 90-99 2-5 6. 3-20.. 0 <0.05 5. 1-7. 3 Low.
S1I1-80, SO A:- 2-4 0 100 100 90-99 15-35 D. 63-2. 0. O. 10-0. 15 6.1-7.8 Low.
GP . A-3 5-10 40.-70 35-65 30-60 1-5 6. 3-20.. 0 <0.0.5 7.9-8.4 Low;
SP-S:M A-2 a 100 laD 90.-99 5-12 a. 63-2. 0 O. 05-0. 10 4. 5-5. 5 Low.
eL, OH, SO A-6, A-7 a lOa 100. .90-99 40-60 a. 06-0. 20. D. 10-0. 15 4. 5-5. 5 High.
OL, OR; SO A-6, A-7 a IDa 100. 95-99 40-85 <0.06 O. 10-0. 15 5. 1-6. 0. High.
SP . A-3 0 100 laD sa-lOD 2-10 6.3-20.0 <0.05 4. 5-5. 5 Low.
SP-8M, 811 A:-3, A-2 a 100 100. SO-lOa '5-20 o. 63-6. 3 a. 10.-0. 15 4. 5-5. 5 Low.
8P A~3 a laD laD sa":lOa 2-10. 6.3-20.0. <0..0.5 4. 5-5. 5 Low.
SP-SM A-2 0. 100 100. 90.-99 5-12 2. 0-6. 3 >0..20 6. 1-7. 8 Low.
. SO, SQ-,-S!l1 A-2-4 a 10.0. 10.0. 90-99 15-35 O. 63-2. a o. 10-0. 15 6. 1-7. 8 Low.
SP A-3 0 100 loa 90-99 2-5 6. 3-20.. 0. <0.05 6. 1-7. 8 Low.
SP, SP-SM A-3 H/akkg loa 100 80-10.0. 2-10 6. .3-20.. 0 <0.05 4, 5---6. 5 Low.
SP-SM, 8M A-3 100 100 80.-10.0. 5-20 O. 63-2. a a. 10-0. is 4. 5-6. 5 Low.
SP-S:M, SP A-3 100 lOa 80-10.0 2-10. 6.3-20.0 <a. os 4. 5-6. 5 Low.
Pt. ------------ 0 -------- -------- -------- -------- 6. 3-:20. 0. >0.20. 5. 6-'8. 4 High,2
Pt ------------ a -------- -------- -------- -------- 6. 3-20.. 0 >0.20 5. 6-8. 4 High.2
SF A-3 a 10.0. 100 90-99 2-5 6. 3-20. 0 <0..0.5 4. 5-5. 5 Low.
SP-SM" SM A-3 a 100 100 90-99 5-20 2. 0.-6. 3 D. 0.5-0. 10. 4. 5-6. 5 Low.
8M-SO, se A-2-6 0. lOa laD 90.-99 20-3S 0.63-2.0 O. 10-0. 15 6. 1-8. 4 Low.
SP-SM A-3 0 10.0 100 90-99 5-12 >20. O. 10-0.. 15 4. 5-5. 5 Low.
SF-SM A-3 0 100 100 90.-99 5-12 >20. <0.0.5 4. 5-5. 5 Low.
SF, GF ,A-3, A-I 5-25 35-95 40-94 15-90 1-5 >20. <0. as 7. 4-8. 4 Low.
.
420--436-72-4
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Stage vs. Area Volume Computations
Wade-Trim Project Number: ZZZ2272 Pond Calculations
Wade-Trim Project Name: Homeless Emergency Project
Designed by: MR
Checked by: MER
Date: 14-0ct-02
Site Area =
Reqd. Treatment Depth =
Treatment Volume =
Attenuation Storage =
Total Required Volume =
0.350 acres
0.500 inches
635 cf
cf
635 cf
Pond Pond Increament. Cumulative
Pond Stage Stage Area Volume Volume
ft. sf cf cf
Pond Bottom 4.50 .....1;122 - -
4.53 1,140 33 33
4.56 1,158 34 67
4.59 1,177 34 101
4.62 1,195 35 136
4.65 1,214 35 172
4.68 1,233 36 208
4.71 1,252 37 244
4.74 1,271 37 281
4.76 1,290 38 319
4.79 1,310 38 357
4.82 1,329 39 396
4.85 1,349 39 435
4.88 1,369 40 475
4.91 1,389 41 516
4.94 1 ,409 41 557
4.97 1 ,430 42 599
DHW = 5.0 5.00 1 ,450 42 641
5.03 1,471 43 684
5.06 1,491 44 728
5.09 1,512 44 772
5.12 1,533 45 817
5.15 1,554 45 862
5.18 1,576 46 908
5.21 1,597 47 955
5.24 1,619 47 1,002
5.26 1,641 48 1,050
5.29 1,663 49 1,099
5.32 1,685 49 1,148
5.35 1,707 50 1,198
5.38 1,729 51 1,248
5.41 1,752 51 1,299
5.44 1,774 52 1,351
5.47 1,797 53 1 ,404
Top of Bank 5.50 1,820 53 1,457
"641 c.f. of Treatment provided in Pond"
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MODRET
SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS
PROJECT NAME: Residential Shelter (HEP)
POLLUTION VOLUME RUNOFF DATA USED
UNSATURATED ANALYSIS INCLUDED
Pond Bottom Area 1,122.00 ft2
Pond Volume between Bottom & DHWL 635.00 ft3
Pond Length to Width Ratio (LjW) 3.10
Elevation of Effective Aquifer Base -0.70 ft
Elevation of Seasonal High Groundwater Table 2.50 ft
Elevation of Starting Water Level 4.50 ft
Elevation of Pond Bottom 4.50 ft
Is there overflow? y
Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis 0.11
Unsaturated Vertical Hydraulic Conductivity 2.80 ftjd
Factor of Safety 2.00
Saturated Horizontal Hydraulic Conductivity 4.20 ftjd
Avg. Effective Storage Coefficient of Soil for Saturated Analysis 0.13
Avg. Effective Storage Coefficient of PondjExfiltration Trench 1.00
Hydraulic Control Features:
Top Bottom Left Right
Groundwater Control Features - Y IN N N N N
Distance to Edge of Pond 0.00 0.00 0.00 0.00
Elevation of Water Level 0.00 0.00 0.00 0.00
Impervious Barrier - Y IN I N N N N 0.00 I
Elevation of Barrier Bottom 0.00 0.00 0.00
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MODRET
SUMMARY OF RESULTS
PROJECT NAME: Residential Shelter (HEP)
CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW
(hrs) (feet) RATE (ds) RATE (ds) (ft3)
00.00 - 0.00 2.500 0.000 *
0.00000
0.00 2.500 0.01901
0.01700
4.77 4.770 0.01500 0.00
0.00475
24.83 4.500 0.00372 0.00
0.00269
53.58 4.255 0.00231 0.00
0.00193
77.98 4.122 0.00173 0.00
0.00153
102.39 4.016 0.00140 0.00
0.00127
126.79 3.928 0.00118 0.00
0.00109
151.19 3.852 0.00103 0.00
0.00096
175.60 3.786 0.00090 0.00
0.00085
200.00 3.727 0.00
Maximum Water Elevation: 4.770 feet @ 4.77 hours
* Time increment when there is no runoff
Maximum Infiltration Rate: 1.157 ft/day
Recovery @ 24.834 hours
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01 HECORD1NG '\
Rf'C([;_ G \...!
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INT
This instnunent was prepared by:.. FFE~
PLEASE RETURN TO: /' M~F
MARTIN J. KAISER, ESQ. V I
695 Central Avenue, Suite 100 PIC
St. Petersburg, FL 33701 REV
Grantee #1 S.S. No:59-2729694
Grantee #2 8.8. No:
Property Appraiser's
Parcel ~dentificatio!1 No:
10/29/15/69048/005/0160
TOTAt.$-6~ . ZO
INST # 96~014154
JAN 17/ 1996 8:00PM
-.' 85Q',~~
Documentary 1 ax Fo. ~ . : in't~~~ib\~ Tax Pd.
$.. -~.. -'.. ..'" 'a'r' 'elk Pln"ellas County
I<:arle., . . .' ,., .',.. Deputy Clerk
By. .. . .......
. PINELLA . .. '-. .
OFF .REC. BK S 9 i~fNTpYG FLA. .
822
Rec:6.00
Doc: 550.20
Tot: 556.20
WARRANTY DEED
(STATUTORY FORM - SECTION 689.02, F.S.)
This Indenture, madethis n.tff day of January, 1996, Between, LEON G. ATKINSON and
JERI L. ATRlNSON, Husband and Wife whose post office address is 10245 Gulf Boulevard, Treasure Island, of the
County of Pin ell as, State of Florida, 33706 grantor*, and, HOMELESS EMERGENCY PROJECT, INC., a Florida
Corporation, Not for Profit, whose post office address is 1120 North Betty Lane, Clearwater, of the County of
Pinellas, State of Florida, 34615 grantee*,
Witnesseththat said grantor, for and in consideration of the sum. of SEVENTY EIGHT THOUSAND SIX
HUNDRED AND 00/100 DOLLARS, and other good and valuable consideration to said grantor in hand paid by said
grantee, ilie receipt whereof is hereby acknowledged, has granted, bargained lUid sold to the said grantee, and grantee's
heirs and assigns forever, the folloWing described land, situate, lying and being in Pinellas County, Florida, to-'Wit:
Lot 16, Block E, PINEBROOK SUBDIVISION UNIT NO.2, according to the map or plat
thereof as recorded in Plat Book 23, Page 71, ofthePubUc Records of Pine lIas County, Florida.
SUBJECT to Advalorem Reiu Property Taxes for 1996.
SUBJECT to easements, restrictions and covenants of records.
and said grantor does fully warrant the title to said land, and will defend the same against lawful claims of all person
'whomsoever.
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*"Grantor" and "Grantee" are.used for singular or plural, as context requires.
In Witness Whereof, grantor has hereunto set. grantor's hand and sea1ilie day and year first above written.
(~ ~r~--(8ea1)
Grantor
Printed name: LEON G. ATKINSON
ljQ~
.' 'J\A .... ..,. .... ..... . ~aI)
rin:~~ name: JERI L. ATKINSON
9L036508 res 01-17-1996 16:16:58
01 OED-HOMELESS EMERGENCY PROJECT I
1 $6,QO
STATE OF FLORIDA RECORD ING _ DR2i 9 :l $550,20
COUNTY OF PINELLA8 DOC 8T AMP '"' ________
-.J ~T TAL: $556.20
tHE FOREGOING INSTRUMENT was acknowledged before me this ~ tIIfre: ~,I9S . AtIdns$l}56. 20
and ,Jeri L. A1:\dnsoY;. who are personally knO"\VIl to . r \Nho C GE: produced $, 00
FlA M I ).6, AI G u as id . cation.
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Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of the Homeless
Emergency Project, Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002.
A9liUt~,
Dian John on
Secretary
Homeless Emergency Project, Inc.
Seal
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DRIGGERS ENGINEERING
GEOTECHNICAL ENGINEERING and
CONSTRUCTION MATERIALS TESTING
SERVICES
INCORPORATED
Homeless Emergency Project, Inc.
1120 N. Betty Lane
Clearwater, Florida 33755
August 27,2002
Attention: Barbara Green, Administrator
RE: Report of the Pavement &
Drainage Area Investigation
Betty Lane & Engman Road
Clearwater, Florida
Our File: DES 024539
Dear Ms. Green:
Pursuant toyour request and authorization, DRIGGERS ENGINEERING SERVICES,
INC. has completed the requested subsurface investigation at the subject site. Presented herein
are the results of our findings including pavement design considerations. Studies relative to
foundation design recommendations were not requested at tIllS time. At the appropriate time, we
would be happy to prepare a proposal to conduct the structure area investigations.
INVESTIGATION PROGRAM
PAVEMENT AREA BORINGS - To check shallow subsurface soil and groundwater
conditions within the plmmed parking and drive areas, five (5) classification or hand auger
borings were performed. Each hand auger boring was tenninated at a depth of 6 feet below
grade. The hand auger process provides soil salllples continuously from below existing grade to
the completion depth of the borings to check shallow subsurface conditions which could affect
pavement design and performance.
DRAINAGE AREA TESTING - Three (3) Double-Ring Infiltration (DRI) tests were
conducted at the locations identified on a site plan provided for our use. The DRIs were
performed at depths of 2 to 2.5 feet below present grade. The infiltration test rates for DRI -1 and
DRI-3 were measured at 2.3 and 2.1 inches per hour, respectively. The test rate recorded at DRI-
Sarasota
941/371-3949
Fax:941/371-8962
Clearwater
RD. 80x 17839. Clearwater. Florida 33762
12220 49th Street North. Clearwater. Florida 33762
727/571-1313. Fax; 727/572-4090
e-mail: desiclwtr@aol.com
Tampa
813/948-6027
Fax: 813/948-7645
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1 was 0.3 inches per hour. A single classification or hand auger boring was advanced adjacent to
each of the DRI test locations. The borings were advanced to a depth of 7 feet below grade.
Care must certainly be exercised in the application of infiltration test results to the design
of drainage facilities. The analyses of seepage infiltration must include a careful assessment of
the permeability characteristics of the substratum soils, hydraulic seepage boundary conditions
and other factors which will influence pond operating characteristics. In this regard, the deeper
variably organic stratum would tend to hinder infiltration. The results of the testing, including
the logs of the borings conducted adjacent to the DRIs are provided in the repOli attachments and
located on Plate 1.
LABORATORY CLASSIFICATION TESTING - A limited laboratory testing program was
also implemented to aid in characterizing the engineering properties ofthe subsurface soils. Our
laboratory tests included four (4) grainsize or sieve analyses and three (3) organic content
determinations. The results of our laboratory tests are included in the report appendix. A
graphical representation of each grainsize analysis is also provided in the attachments.
GENERALIZED SUBSURFACE CONDITIONS
SOIL CONDITIONS - Some oftheborings were positioned within existing asphalt pavement.
The pavement section consisted of 0.5 to 0.75 inches of asphalt followed by about 3 inches of a
shell or limerock base material. Beneath the pavements, where encountered, the majority ofthe
borings identified gray and brown fine sands with trace silt fines content to the completion depth
of the borings. The upper zones at some of the boring locations also contained evidence of shell
and concrete fragments. In general the soils were represented by the SP to SP-SM Unified Soil
Classification System (USCS) designation. However, some of the borings penetrated a dark
brown fine sand with variable organic content beginning about 2 to 3 feet below grade and
continuing to depths of3.5 to 5 feet below grade. Laboratory testing revealed organic contents
ranging from 2.7% to 9.8% organic matter.
GROUNDWATER CONDITIONS - Groundwater was encountered during the course of our
field investigation at depths ranging from about 2 to 4.1 feet below existing grade. It must be
recognized that our investigation took place during a period of moderate to increased rainfall.
Based upon the current soil and groundwater conditions, anticipated nomlal seasonal high
groundwater levels were estimated at each DRI location and are included in the following table.
Driggers Engineering Services Incorporated
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DRI - 1
DRI - 2
DRI - 3
+ 12.0 :l: ft
+ 9.2 ft
+ 4.3 ft
+ 10.0 ft
+ 5.0 ft
+7.1:l:ft
+7.0:l: ft
+ 3.4 ft
+ 45ft
Confirmation of potential seasonal fluctuations would necessitate installation of
piezometers followed by monitoring during the current rainy season.
PAVEMENT DESIGN CONSIDERATIONS
ASPHAL T PAVEMENT - In general our studies have identified sub grade soils considered
suitable for support of asphalt pavements. Sub grade conditions typically consisted of fine sand
containing trace silt and organic filles content. However, it should be recognized that a highly
organic zone was sampled within the DRI-3 boring. Pavements placed above a significant
thickness of highly organic material have the potential for undergoing increased settlement
related to compression and decomposition of the organic mass. Accordingly, the proposed
pavement area within close proximity to DRI-3 should be probed to check the lateral and vertical
extent of this zone. Depending on the extent of the deleterious material, over-excavation and
replacement may be warranted to prevent excessive long-term pavement settlement.
In general, subgrade preparation should consist of stripping of surficial pavements,
vegetation, root zones, highly organic soils and otherwise unsuitable material. The sub grade
should then be proofrolled with vibratory compaction equipment as outlined herein. Areas
requiring backfilling or filling to replace unsuitable material or develop pavement grades should
utilize fine sand to slightly silty fine sands with a Unified Soil Classification of SP to SP-SM or
superior. The sub grade and subsequent fill soils needed to establish design grades should be
uniformly compacted to at least 95% of the Modified Proctor maximum dry density. A dry
density of at least 98% of the Modified Proctor maximum dry density should be achieved within
the upper 12 inches below the pavement section.
The fine sand deposits encountered may also require stabilization to improve the bearing
characteristics to levels suitable for the suppOli of a conventional flexible pavement section.
Driggers Engineering Services Incorporated
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Experience suggests that the fine sand deposits may possess Limerock Bearing Ratio values on
the order of 15 to 20. Improving the bearing characteristics of the fine sand deposits would
necessitate the nominal addition of an admixture such as crushed concrete, or shell.
Although specific pavement thickness design must be based upon detailed information
relative to traffic frequency and vehicular wheel loads, we have included a table depicting
typical pavement sections commonly utilized for parking and access drives for commercial
developments. This is intended as a preliminary guide and may require adjustment in the
thickness of the pavement structure to accommodate specific area uses.
ASPHALTIC CONCRETE
(Type S-I or S-III)
1.25
2,0
2.0
BASE COURSE
(LIMEROCK,
SOIL-CEMENT,
CRUSHED CONCRETE or
CEMENT - TREATED
LIMEROCK)
(LBR;" 1 00)
6.0
9,0
6,0
STABILIZED SUBGRADE
(LBR ;" 40)
9.0
COMPACTED SUB GRADE
(LBR;" 15)
12
12
12.0
The selection of the type of asphaltic concrete surface should consider both aesthetics and
utility. Commonly, ifFDOT Type S-III mix is considered more suitable in areas that will be
subjected to primarily lightvehicular wheel loads and foot traffic. This is a finer graded mix that
is relatively smooth and aesthetically pleasing. On the other hand, an FDOT Type S-I is a
courser graded mix that is usually less desirable in foot traffic areas. However, this mix is much
tougher and has higher stability than a Type S- III and is more suited for truck loading and
unloading areas that may be subjected to concentrated wheel loads and shearing strains
associated with lock-wheel turns. The Type S-III mix under this wheel loading condition is more
Driggers Engineering Services Incorporated
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susceptible to marring and deformation especially in the early life ofthe mix during periods of
elevated temperature.
Your attention is directed to the potential for high groundwater levels following heavy
rainfall events. In this regard, it is important to consider developing grades so as to maintain the
bottom of the base course or stabilized subgtade at least 18 inches above the anticipated high
groundwater level which may temporarily rise to within 12 to 18 inches below present grade in
the planned pavement areas. Also it would be prudent to consider a base course that is more
resistant to softening and defoffilation when subjected to temporary saturation from heavy
rainfall events. Both soil-cement and crushed concrete have been utilized in this application with
demonstrated success. We consider soil-cement to represent a superior base course type for this
application. However, soil-cement usually develops drying shrinkage cracks which can reflect
through an asphaltic concrete wearing surface. Although not detrimental to pavement
performance, such cracks may be considered aesthetically displeasing to some. Consideration
could also be given to high quality, plane processed, cement-treated limerock products that are
available with reduced cement contents that are capable of providing a moisture resistant base
course with significant minimization, ifnot elimination, of shrinkage cracks. When considering
soil-cement or cement- treated base, we would suggest a minimum seven (7) day compressive
strength of 300 psi.
CONCRETE PAVEMENTS - The exploratory borings have identified subgrade soils which
would also be considered suitable for concrete pavements. We would suggest utilization of a
modulus of sub grade reaction, ks, equal to 150 pci. Also, it is important during the construction
stage to establish a firm unyielding base to prevent ruts in the sub grade prior to concrete
placement. Peaks and valleys in the sub grade will cause the concrete to have abrupt thickness
changes which could cause increased stress concentrations and cracking.
Driggers Engineering Services Incorporated
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DRIGGERS ENGINEERING SERVICES, INC. appreciates this opportunity to be of
~ service to you on this proj ecL Should you have any questions regarding our findings, please do
not hesitate to contact the undersigned at your convenience.
Respectfully submitted,
DRIGGERS ENGINEERING SERVICES, INC.
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W ayne ~\.. iggers
Proj ect Engineer
FL Registration No. 58013
ime Driggers, P .E.
B esident
FL Registration No. 16989
WSD/FJD:wsd
WSD-REP\024539
Copies submitted: (2) Homeless Emergency Project, Inc.; Attn: Barbara Green
(1) Wade-Trim, Inc.; Attn: Michael Reineke
Driggers Engineering Services Incorporated
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APPENDIX
PLATE I - BORING LOCATION PLAN
PAVEMENT AREA BORING LOGS
DRAINAGE AREA TESTING
SUMMARY OF LABORATORY TEST RESULTS
GRAINSIZE ANALYSES
METHOD OF TESTING
Driggers Engineering Services Incorporated
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PLATE I - BORING LOCATION PLAN
Driggers Engineering Services Incorporated
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STEVENSON
CREEK
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AHA-4
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CAD ENGINEER
SHEET TITLE
S.J.H. / W.S.D.
BORING LOCATION PLAN
PROJECT NAME
PA VEMENT& DRAINAGE AREA INVESnGA nON
BETlY LANE & ENGMAN STREET
PINELLAS C(ll Jt.lTV ~lC"o'DA
----------
PAVEMENT AREA BORING LOGS
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Driggers Engineering Services Incorporated
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DRIGGERS
ENGINEERING
SERVICES
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INCORPORA TEDI
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HAND AUGER BORING LOG
PROJECT: CLIENT:
Homeless Emergency Project Homeless Emergency Project, Inc.
Clearwater, Florida WATER TABLE: .'DATE:
DES024539 3.7' 8/16/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D. 8/16/02 6.0'
LOCATION: TEST NUMBER:
See Plate I HA-1
...J
ELEV, DEPTH 0
DESCRIPTION 1lJ REMARKS
(FT) (FT) :E
>-
en
Grayish-brown slightly silty Fine SAND with 0 r:r: I: r-r.
:,.: ,:'
Iimerock fraaments (SP-SM) 1,1, ~_I. I
Dark brown slightly silty Fine SAND with a trace 0 : L il: r .i ,-
Iimerock (SP-SM) .' :.1: "
:1'1: I~l
Gray Fine SAND (SP) . 0"..
.0,... .
..... .
1 ..... .
0.... ...
.. .. 0"
.. "....
..,.. .
.... .
....... .
0.... ...
Dark grayish-brown Fine SAND (SP) . ."...
..... ..
.... ..
......... .
.,' .. , ,
.. 0"..
...... ..
..... ..
2 ....... .
..." .. , ,
. ."..
...... .
..... ..
....... ...
. .'...
0...... .
..... .
...." . , .
Brown slightly silty Fine SAND (SP-SM) :1 :1:,1
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'f'l: f ~,
:1: I: r 1. J
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Light brown Fine SAND (SP)
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ENGINEERING
SERVICES
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IN CORPORA TEDI
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DRIGGERS
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HAND AUGER BORING LOG
PROJECT: CLIENT:
Homeless Emergency Project Homeless Emergency Project, Inc.
Clearwater, Florida WATER TABLE: 1 DATE:
DES024539 2.1' 8/16/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D. 8/16/02 6'
LOCATION: TEST NUMBER:
See Plate I HA-2
...J
ELEV. DEPTH 0
DESCRIPTION ClJ REMARKS
(FT) (FT) ::iE
>-
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ASP HAL T Pavement 0 v v
SHELL Base vv
Gray Fine SAND with trace of shell ..... .
.' '.1: r. r 1
(SP-SM) . ....:~.:. I
iJ:l,' ';'._
Dark Gray, Slightly Silty, Slightly Organic Fine ~:t cr:
SAND (SP-SM) 1"....... co.:,:,
1 .... ..
Gray Fine SAND (SP) .0... ..
.... .
..... .
.... ..
. ."..
0.... .
.... .
..... .
.... ..
. .0..
. .'..
0',.0.
.... .
...... .
Light Grayish-Brown Fine SAND (SP) 2
.. . .
. ,
. . . .
. . . .
Light Grayish-Brown Fine SAND (SP) . .
. . . .
. .
. .
., , .
. . . .
. .
. . . .
3 . .
.. . .
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. . . .
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.. . .
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. . . .
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.. . .
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. . . .
. . . .
. .
4 .. . .
Light Brown Fine SAND (SP)
. .
. .
. .
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: . .
. .
. .
5 . .
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DRIGGERS
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INCORPORATED I
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ENGINEERING
SERVICES
HAND AUGER BOillNG LOG
PROJECT: CLIENT:
Homeless Emergency Project Homeless Emergency Project, Inc.
Clearwater, Florida WATER TABLE: I DATE:
DES024539 2.0' 8/16/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D. 8/16/02 - 6'
LOCATION: TEST NUMBER:
See Plate I HA-3
...J
ELEV. DEPTH 0
DESCRIPTION co REMARKS
(FT) (FT) :E
>-
(J)
ASPHALT Pavement 0
Shell Base ,'. .
Gray Fine SAND (SP) .,... .
... .
.. -...
.0' . . .
., o'
.- .'
..... .
... .
..' . . .
Grayish-Brown Slightly Silty Fine SAND With 1 . .1"-.\._
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Traces Of Roots (SP-SM) ~'\I.rr-'
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Brown Fine SAND (SP) ,.' . . .
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...." .
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.... ,0'
Light Brown Fine SAND (SP) ...., .
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...... .
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Light Gray, Clayey Fine SAND (SP-SC) . /. ,/.
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INCORPORATED I
DRIGGERS
ENGINEERING
SERVICES
Homeless Emergency Project, Inc.
I DATE:
3.6' 8/16/02
I COMPLETION DEPTH:
I 6'
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PROJECT:
HAND AUGER BORING LOG
CLIENT:
Homeless Emergency Project
Clearwater, Florida
DES024539
TECHNICIAN:
LOCATION:
DATE:
WATER TABLE:
8/16/02
TEST NUMBER:
J.D.
See Plate I
ELEV.
(FT)
. DEPTH
(FT)
DESCRIPTION
ASPHALT Pavement
SHELL Base
Dark Gray Fine SAND With Traces Of Roots
(SP)
.
Gray Fine SAND (SP)
Dark Brown Slightly Silty Fine SAND (SP-SM)
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REMARKS
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DRIGGERS
HAND AUGER BORING LOG
PROJECT: CLIENT:
Homeless Emergency Project Homeless Emergency Project, Inc.
Clearwater, Florida WATER TABLE: I DATE:
DES024539 4.1' 8/16/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D. 8/16/02 6'
LOCATION: TEST NUMBER:
See Plate I HA-5
...J ,
ELEV, DEPTH 0
DESCRIPTION lO REMARKS
(FT) (FT) ::iE
>-
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Dark Brown OrQanic Fine SAND With Roots (SP) 0 "r'.~'i-:~'
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Dark Brown Fine SAND (SP) .0. .
..... ..
... .
...... .
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..... .
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DRAINAGE AREA TESTING
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Driggers Engineering Services Incorporated
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DOUBLE RING INFILTRATION TEST
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Job No: DES 024539 Test No. DRI - 1 Date: 8/7/02
Client: Homeless Emergency Project, Inc;
Project: Homeless Emergency Project; Betty Lane & Engmann Street; Clearwater, FL
Location: See Sketch
Test Depth: 2.0' Outer Cyl. Diam: 36" Inner Cyl. Diam: 12"
Description of Soil at Test Depth: Dark Gray Slightly Silty Fine SAND with finely divided organic material
Depth of Groundwater Below Test Depth: 0.8' Infiltration Rate: 2.3 In/Hr
'-1
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Elapsed Time of Infiltration - HOURS
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TEST PROCEDURE: The test was conducted in general accordance with ASTM D 3385-75. A seven (7") inch
hydraulic head was utilized. The infiltration rate was determined at selected time intervals by recording the time for I
a 1 inch drop in water level. The seven (7") inch head was then re-established until the next test interval. The test
was continued (minimum 4 hours) until stability was achieved and the infiltration rate did not vary in excess of 5%
between successive one (1) hour measurements. Readings were recorded at intervals not exceeding 30 minutes. I
The plotted infiltration rate above represents the average of all observations during eac hour interval.
Technician: P.C.
Reviewed by:
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DRIGGERS
ENGINEERING
SERVICES
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INCORPORA TEDI
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-=lr=!~i
HAND AUGER BORING LOG
PROJECT: CLIENT:
Homeless Emergency Project Homeless Emergency Project, Inc.
Clearwater, Florida WATER TABLE: !DATE:
DES024539 2.8' 8/7/02
TECHNICIAN: DATE: 1 COMPLETION DEPTH:
P.C. 8/7/02 7'
LOCATION: TEST NUMBER:
See Plate I DRI-1
-l
ELEV. DEPTH 0
DESCRIPTION lD REMARKS
(FT) (FT) :::E
>-
en
Fine SAND (SP) 0 . . . ,
Brown r 0". .
.0... .
... .
..... .
..' . . ,
.. . '
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.,... .
... .
..... .
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.,. .
00... .
... .
..... .
1 ' .
.'
0.... .
... .
.... .
, .
0'. .
..... .
... .
..... .
. .
..... .
... .
..... .
Dark Gray, Slightly Silty Fine SAND With Finely 2 J:~ b:
- :t ':~:I
Divided Organic Material (SP-SM) ~:ttI3
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Light Brown Fine SAND (SP) .. T'"
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..... .
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4 00,.. .
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0" .
"0 0"
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..... .
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0'... .
... .
..... .
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... .
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..' . . .
"
Light Brown Fine SAND (SP) . .
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6 ' .
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. .
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, .
7
DOUBLE RING INFILTRATION TEST
Job No: DES 024539 Test No. DRI-2 Date: 8/7/02
Client: Homeless Emergency Project, Inc.
Project: Homeless Emergency Project; Betty Lane & Engmann Street; Clearwater, FL
Location: See Sketch
Test Depth: 2.0' Outer CyI. Diam: 36" Inner CyI. Diam: 12"
Description of Soil at Test Depth: Gray and Brown Fine SAND with trace shell
Depth of Groundwater Below Test Depth: 0.8' Infiltration Rate: 0.3 In/Hr
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Elapsed Time of Infiltration - HOURS
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7
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I
TEST PROCEDURE: The test was conducted in general accordance with ASTM D 3385-75. A seven (7") inch
hydraulic head was utilized. The infiltration rate was determined at selected time intervals by recording the time for I
a 1 inch drop in water level. The seven (7") inch head was then re-established until the next test interval. The test '. .'
was continued (minimum 4 hours) until stability was achieved and the infiltration rate did not vary in excess of 5%
between successive one (1) hour measurements. Readings were recorded at intervals not exceeding 30 minutes. I
The plotted infiltration rate above represents the average of all observations durin each ur interval. .
Technician: P.C.
Reviewed by:
I
I
I
-=I~~i
DRIGGERS
ENGINEERING
SERVICES
INCORPORATED I
PROJECT:
HAND AUGER BORING LOG
CLIENT:
Homeless Emergency Project
Clearwater, Florida
DES024539
Homeless Emergency Project, Inc.
WATER TABLE: I DATE:
2.8' 8/6/02
DATE: I COMPLETION DEPTH:
8/6/02 7'
TEST NUMBER:
TECHNICIAN:
P.C.
LOCATION:
See Plate I
DRI-2
ELEV.
(FT)
DEPTH
(FT)
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REMARKS
DESCRIPTION
Dark Gray, Slightly Silty Fine SAND With Traces
Of Shell & Concrete (SP-SM)
o
Gray & Brown Fine SAND With Traces of Shell
(SP)
" ;'\7: " :
2
::',V':
..... .
.... ..
" 0'
.">7:: .
: '.:v:'
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:' :.~.::.:
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: sr. .:
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.,'. ..
::'7:
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Job No:
Client:
Project:
Location:
DES 024539 Test No. DRI-3 Date:
Homeless Emergency Project, Inc.
Homeless Emergency Project; Betty Lane & Engmann Street; Clearwater, FL
See Sketch
8/7/02
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DOUBLE RING INFILTRATION TEST
Test Depth: 2.5' Outer Cyl. Diam: 36" Inner Cyl. Diam:
Description of Soil at Test Depth: Gray Fine Sand with shell
Depth of Groundwater Below Test Depth: 1.1' Infiltration Rate: 2.1
12"
In/Hr
6
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3
4
5
6
7
I
Elapsed Time of Infiltration - HOURS
I~
TEST PROCEDURE: The test was conducted in general accordance with ASTM D 3385-75. A seven (7") inch
hydraulic head was utilized. The infiltration rate was determined at selected time intervals by recording the time for I
a 1 inch drop in water level. The seven (7") inch head was then re-established until the next test interval. The test !
was continued (minimum 4 hours) until stability was achieved and the infiltration rate did not vary in excess of 5%
between successive one (1) hour measurements. Readings were recorded at intervals not exceeding 30 minutes. I
The plotted infiltration rate above represents the average of all observations during each our interval. .
Technician: P.C.
Reviewed by:
I
I
I
1::I~~i
DRIGGERS
ENGINEERING
SERVICES
INCORPORATED I
PROJECT:
HAND AUGER BORING LOG
CLIENT:
Homeless Emergency Project
Clearwater, Florida
DES024539
Homeless Emergency Project, Inc.
WATER TABLE: DATE:
3.6'
8/7/02
COMPLETION DEPTH:
T
TECHNICIAN:
P.C.
LOCATION:
See Plate I
ELEV,
(FT)
DEPTH
(FT)
DESCRIPTION
Gray Fine SAND With Limerock Fragments
(SP)
Gray Fine SAND With Abundant Shell
(SP)
Dark Gray Highly Organic,
Silty Fine SAND With Trace Of Roots
(Pt)
DATE:
8/7/02
TEST NUMBER:
DRI-3
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REMARKS
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Driggers Engineering Services Incorporated
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SUMMARY OF LABORATORY TEST RESULTS
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Origgers Engineering Services Incor-porated
STANDARD PENETRATION TEST
AND
SOIL CLASSIFICATION
140 LB.
HAMMER
30" FALL
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WATER TABLE
MUCK
4~"N" VALUE OR
6 BLOW COUNT
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21
CLAYEY FINE SAND
S I L TY FINE SAND
SHELBY TUBE
SANDY CLAY
STRATUM
CHANGE
CLAY
,CLAYEY LIMESTONE
SANDY LIMESTONE
CORE RUN
L 1M ESTONE
50/0.3 '
LOENOTES
50 BLOWS FOR
0.3' PENETRAT I ON
STANDARD PENETRATION TEST (ASTM D-1586)
In the Standard Penetration Test borings, a rotary drilling rig is
used to advance the borehole to the desired test depth. A viscous
drilling fluid is circulated through the drill rods and bit to stabilize the
borehole and to assist in removal of soil and rock cuttings up and out of
the borehole.
Upon reaching the desired test depth, the 2 inch O.D. split-barrel
sampler or "split-spoon", as it is sometimes called, is attached to an N-
size drill rod and lowered to the bottom of the borehole. A 140 pound
hammer, attached to the drill string at the ground surface, is then used
to drive the sampler into the formation. The hammer is successively
raised and dropped for a distance ono inches using a rope and
"cathead" assembly. The number of blows is recorded for each 6 inch
interval of penetration or until virtual refusal is achieved. In the above
manner, the samples are ideally advanced a total of 18 inches. The sum
of the blows required to effect the final 12 inches of penetration is called
the blowcount, penetration resistance of "N" value of the particular
material at the sample depth.
After penetration, the rods and sampler are retracted to the ground
surface where the core sample is removed, sealed in a glass jar and
transported to the laboratory for verification of field classification and
storage.
SOIL SYMBOLS AND CLASSIFICATION
Soil and rock samples secured in the field sampling operation were
visually classified as to texture, color and consistency. Soil
classifications are presented descriptively and symbolically for ease of
interpretation. The stratum identification lines represent the
approximate boundary between soil types. In many cases, this transition
may be gradual.
Consistency of the soil as to relative density or undrained shear
strength, unless otherwise noted, is based upon Standard Penetration
resistance values of "N" values and industry-accepted standards. "N"
values, or blowcounts, are presented in both tabular and graphical fOffil
on each respective boring log at each sample interval. The graphical
plot of blow count versus depth is for illustration purposes only and does
not warrant continuity in soil consistency or linear variation between
sample intervals.
The borings represent subsurface conditions at respective boring
locations and sample intervals only. Variations in subsurface conditions
may occur between boring locations. Groundwater depths shown
represent water depths at the dates and time shown only. The absence
of wster table information does not necessarily imply that groundwater
was not encountered.
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HOMELESS EMERGENCY PROJECT, INC.
HOMELESS EMERGENCY PROJECT
SCALE
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OF
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SHEET
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www.wadetrim.com
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-
CITY OF CLEARWATER
NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS
The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday,
December 17, 2002, beginning at 2:00 p.m., in the City Commission Chambers, in City Hall, 3rd floor, 112 South
Osceola Avenue, Clearwater, Florida, to consider the following requests:
NOTE: All persons wishinl!: to address an item need to be present at the BEGINNING of the meetinl!:. Those
cases that are not contested bv the applicant. staff. neil!:hborinl!: property owners. etc. will be placed on a
consent al!:enda and approved bv a sinl!:le vote at the bel!:inninl!: of the meetinl!:.
1. Morton Plant Hospital Association, Inc. (Gerald Yates) are requesting a flexible development application to
revise a master site plan previously approved by the City Commission in 1995 and subsequently amended by the
Community Development Board in January 2000 and October 2002, as part of a Comprehensive Infill
Redevelopment Project including the following requests (* indicates previously approved site development standards
as part of the original Master Plan and subsequent amendments by the Community Development Board):
· Reduction in front setback along Jeffords Street from 25 feet to 15 feet (to building)*;
· Reduction in front setback along Jeffords Street from 25 feet to zero feet (to pavement)*;
· Reduction in front setback along Pinellas Street from 25 feet to five feet (to pavement)*;
· Reduction in front setback along Pinellas Street from 25 feet to 10 feet (to existing auxiliary shop)*;
· Reduction in front setback along Pinellas Street fi'om 25 feet to zero feet (to existing Powell Cancer Pavilion)*;
· Reduction in front setback along Druid Road from 25 feet to five feet (to pavement)*;
· Reduction in front setback along Reynolds Street from 25 feet to five feet (to pavement);
· Reduction in front setback along Reynolds Street from 25 feet to 10 feet (to building);
· Reduction in front (east) setback along South Fort Harrison Avenue from 25 feet to 10 feet (to pavement)*;
· Reduction in front setback along Magnolia Street from 25 feet to five feet (to pavement)*;
· Reduction in side (east and west) setback along the Pinellas Trail right-of-way from 25 feet to five feet (to
pavement)*;
· Reduction in side setback along all other sides from 25 feet to 15 feet*;
· Increase in height of a parking garage from 50 feet to 59 feet*;
· Increase in height of a medical clinic from 30 feet to 45 feet*;
· Increase in the height of a hospital building from 50 feet to a maximum of 103 feet*. (Proposed Use: Changes to
an approved Master Plan including inlproved stormwater facilities, the addition of property enlarging the campus,
the replacement and/or enlargement of seven buildings and the addition of three parking garages) at 300 Pinellas
St.., Sec. 21-29-15, M&B's 12.01, 12.12, 12.15,21.01,21.02 & 21.03; Magnolia Park, Elk 35 Lots 1-9 & Lots 14-
22 and E 10 ft of a 60 ft. abandoned RR right-of-way; Magnolia Park, Blk 38, Lots 1-8 inclusive and 1/2 vac S1. N,
Lots 15-22; EluffView Lots 1-26 & part of Lot 27; Milton Park, Blk 5, Lots 1-6 & N 1/2 vac alley adj on S; Milton
Park, Block 7, Lots 1-7 and vac alley between Lots 2-7 and N 1/2 vac alley adj S of Lot 1; S.1. Reynold's Sub., Lots
1-5 & N 20 ft of Lot 6, Lot 7-9; JB Roberts Sub, Lots 1-2 & 1/2 vac alley on E less rd. in NW comer SD Lot 1, Lots
3-5 & 7-11 inclusive and vac alley between & pt unnm lot ofPoms Park lying S; Poms Park, part of Lot 3, Lot 6 &
1/2 vac alley on E; Petzold Gulf View, Lot 3 & part of Lot 2 & 4; Turners AC Add to Milton Park Elks A&B & 1/2
vac st on N; Heart and Vascular Pavilion, Commercial Condo; Westover, Elk A, Lots 1-22 & vac rds on E & S;
Westover, Blk B, Lots 1-17 & vac Pine lIas S1. adj on N and Lot 4 of Barnes, W.N. Sub; and Porn's Park E 93.68 ft
ofUmmmbered Tract S of Pine lIas Ave & N 1/2 ofVac S1. on S. FLD 2002-10035
2. Homeless Emerl!:encv Proiect, Inc. are requesting a flexible development application as a reVlSlOn to a
previously approved Comprehensive Infill Redevelopment Project (FLD 02-04-09) for a residential shelter in the
Commercial District, with reductions in the front (west) setback along North Betty Lane from 25 feet to 15 feet (to
stairwell) and from 25 feet to 23 feet (to building), reduction to the side (north) setback from 10 feet to four feet (to
building) and a reduction to the rear (east) setback from 20 feet to eight feet (to stairway ramping), under the
provisions of Section 2-704.B (Proposed Use: Residential shelter of eight units) at 1215 North Bettv Lane, Pine
Brook Unit #2, Elk E, Lot 16. FLD 02-04-09A
3. Peter J. Hunt, TRE is requesting a flexible development approval to terminate the status of a nonconforming
structure to permit an existing 18.5-foot rear/waterfront (east) setback (to building) where a 25-foot setback is
required, under the provisions of Section 6-109 (Proposed Use: Existing detached dwelling with an 18.5-foot rear
setback to building) at 14 Somerset St., Island Estates of Clearwater Unit 6D, 7A, 7C, Lot 44. FLD 2002-10034
4. Hampton Road Dev. Corp. / Limited Properties. Inc. (Neil Keifer and James Bums / Brandon Realty Venture,
Inc.) are requesting Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20
feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to 10 feet (to
pavement) and reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement), under the
provisions of Section 2-1004. Parcel B (0.44 acres): Flexible Development approval to permit an off-street parking
facility within the Office District with landscaping on the internal side of a wall and with lighting that automatically
turns off after 9:00 p.rn. (as required under the provisions of Section 2-1003.G) and a reduction in the side (south)
setback from 10 feet to five feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of
Section 2-1004.B (Proposed Use: The application includes (Parcel A) a 30,000 square foot office building and
(Parcel B) a 36-space off-street parking lot) at 7 Hampton Rd., Sec. 17-29-16, M&B's 13.03, 13.04, 13.041 &
13.05. FLD 2002-10037
.
e
5. Richard S. & Mindy M. Bacon are requesting a flexible development approval to permit retail sales and animal
grooming as a primary uses within an existing building, permit retail sales in excess of the maximum 10 percent of
the building floor area, permit direct access to a major arterial street (Sunset Point Road), permit back-out into the
right-of-way of Harbor Circle, with a reduction of the front (north) setback along Sunset Point Road, from 25 feet to
20 feet (to existing building), a reduction of the front (north and south) setbacks along Sunset Point Road and Harbor
Circle from 25 feet to zero feet (to existing pavement), a reduction of the front (south) setback along Harbor Circle
from 25 feet to seven feet (to existing building), a reduction of the side (west) setback from 20 feet to eight feet (to
existing building) and a reduction in the required number of parking spaces from 17 spaces to 11 spaces, as part of a
Comprehensive Infill Redevelopment Project, under the provisions of Section 2-1004 (Proposed Use: An existing
multi-tenant building with retail sales and animal grooming uses) at 2645 Sunset Point Rd., Hilltop Sub., Lots 2-3.
FLD 2002-09027
6. Decade 80-XIV / Pinellas Bd of Pub Inst (Clearwater Bay Marina, LLC) are requesting a flexible development
approval to increase the height of a building with attached dwellings, from 30 feet to 164 feet (as measured from
base flood elevation), and a reduction in the required number of parking spaces from 107 spaces to 24 spaces, as a
Comprehensive Infill Redevelopment Project, under the provisions of Section 2-903.C (Proposed Use: A mixed-use
development of 146 attached condominium dwellings, eight attached, townbome dwellings, 120-slip marina (73-slip
public use and 47-slip private use), and 12,000 square-foot nonresidential uses (restaurant, ship's store and marina
office) at 900 N. Osceola Ave., J.A. Gorra, Elk 2, Lots 1-3; Sue Barco, Lots 1, 13-14 & 22-23; and FT. Blish's
Sub., Lots 1-3 & 8-10. FLD 2002-10036
7. Michael G. Preston, TRE (Frenchy's Seafood) is requesting a flexible development for the addition of a 480
square foot dock extension to a 3,114 square foot commercial dock with a reduction in the side (south) setback from
7.5 feet to three feet (existing), an increase in length from 56.34 feet to 260 feet and an increase in width from 56.34
feet to 60 feet under the provisions of Section 3-601 (Proposed Use: The addition of two, 240 square foot dock
extensions (480 square feet total) each 40 feet in length with a total eight slips, to an existing 3,114 square foot
commercial dock, 220 feet in length with 10 slips, as accessory to an existing retail sales and service establishment)
at 419 East Shore Dr., Barbour-Morrow Sub, BIk C, Lot 5 & N 1/2 of Lot 6 & subm. land. FLD 2002-08022
Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the
Planning Director or City Clerk prior to the hearings. Any person who decides to appeal any decision made by the
Board, with respect to any matter considered at such hearings, will need a record of the proceedings and, for such
purpose, may need to ensure that a verbatinl record of the proceedings is made, which record includes the testimony
and evidence upon which the appeal is to be based per Florida Statute 286.0105.
All individuals speaking on public hearing items will be sworn in.
Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review
by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clemwater, Planning
Department, 100 S. Myrtle Ave., Clearwater, FL 33756, or call (727) 562-4567.
Lisa Fierce
Planning Department
City of Clearwater
P.O. Box 4748, Clearwater, FL 33758-4748
Cynthia E. Goudeau, CMC
City Clerk
NOTE: Applicant or representative must be present at the hearing.
A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN THE CITY CLERK DEPT. ANY PERSON
WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO
PARTICIPATE IN THIS MEETING SHOULD CALL THE CITY CLERKDEPT WITH THEIR REQUEST
AT (727) 562-4090.
Ad: 12/01102
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Tlt",j::;:-;;LEV. J(...lHF~S S
1408 ~,~ BE:T'TY L,t',J.
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PINELLAS BO OF PUB INST
PO BOX 2942
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EVERVBOOV'S TABERNACLE INC
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BRYAHT. WILLIE R
1201 STONE V BROOK LN
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1504 STEVENSOHS DR
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FL.OYD. ELIZABETH 0
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VANPELT. TIMOTHY J
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1006 PINEBROOK DR
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BRADLEY. TERRY A
BRADLEY. KAREN T
1010 PINEBROOK DR
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WHARRAN. WILLIAM
V..IH(~,h~R(),\'" LYHN
1014 PINEBROOK DR
CL.[I'~h~I/..I{)TER FL.
33755 - 3Lf3'~
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KIRTLEY. JAMES L
f<. I R'fL.E:Y. C~(lROL
1018 PINEBROOK DR
CL.E:(~F<~I,I\I()TEr~ FL
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PATELLA. ELIZABETH M
1022 PINEBROOK DR
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4750 WOODARD WAY # G7
L.IV[:f~POOL f'jy
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CARPEHTEP. COHHIE: J
1008 PINEBROOK DR
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LUDEKER. CATHERINE
1016 PINEBHOOK DR
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GENDUSA. SAMUEL J
1020 PINEBROOK DR
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DODSON" GOL.D I E 1::1
1024 PINE:BROOK DR
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WRIGHT. WILLIAM C
1362 PINEBROOK DR
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DIMAS, WILLIAM C
1117 H F3ETT\' t."f'\!
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CLEARWATER, r OF
112 S OSr~JLA AVE
PO ClOY ,4748
FL"
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COMMUNITY PTNSHP. INC
1201 i"',j nETTY L,i',j
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