FLS2013-05020 305 S OSCEOLA AVE
' ' FLS2013-05020
1
Church of Scientology Flag Service
Zoning: Downtown Atlas#:2866
o (� Pfanning&develapment Department
� 1.������t���� Flexible Standard l3evelo ment A licatio�
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u Attached Dwelt�ngs, Mixecf-t�ses ar Non-Residential Uses
IT IS INCUMBENT UPON 7NE APPLICANT TQ SUBMIT C�MPLETE AND CORRE[T�NFORMATION. ANY MISI,EADING,DECEPTlVE,
INCONIPLETE OR iNCORREGT lPIFORMATtON MAY IN1/ALIDATE YQUR ARPLICAl'lCiN.
AI.L APRUCATIONS'ARE TO BE FILLED UUT COMPI.ETELY AND CDRRECTLY,AND SUBMlTTED fN PERSON(NO FAX OR DElNER1�5j
TO i"NE PLANiYiNf&t?EVEtOPMENT DEPARTMENT BY WOON ON'THE StHEDULED C1EADliN€DATE:
A 70'fAL OF 11 COMPtETE SETS Of PLANS ANd APPIICATION MATERIALS(1 ORfG)NAL AND 10 COPIES�AS REQUIR£D WITHIN
ARE TO BE SUBMIT'FED FOR IiEVIEW BY'THE DEVEL4PNtENT RE1/1EW C0111JMI1"fEE. PlANS ANL7 APPtlGATIOtVS ARE REt2tllRED
TOBE GOILATED,STAPEED AND FOI,DfD 1NT0 SEi'S.
THE APPLICAN7, 8Y FICING THIS APPLICATION, AGRE�S 70 GOMFLY WITM ALL APPUGi46lE REQUIREMENTS OF 7HE
COMMUNITY DEVELOPMENT CQDE.
FIRE DEPT PREIIMARY 517E PIAIU REVIEW FE�: $200
APPtItATIQtV FEE: $47S
PROPERTY QWNER(PER DEED)s Church of Scientology Flag Service-0rganization
MAILiNG ADQRE55: 503 Cleveland Street,Clearwater,FL 33755
PHONE NUMBERs 727-467-6584
EMAIL: ulihuber@cos.flag.org
AGENT OR REPRESENTASiVE: James Bond
MAlL1Nt's AUD�SESS: 503 Cleveland Street,Clearwater,FL 33755
PNONE NUMB�R: 727-638-9088
EINAlI: jamesbond@cos.flag.org
ADORESS OF SUBIEC?PROPERTY: 305 South Osceola Ave.,Clearvvater,FL 33756
PARCEL NUMBER{5): �62915000001300200,162915000001300300,162915000001300400
LEGA!DESCRtPTION: See Ezhibit A
AROPQSED USE(SJ; Courtyard-As an anciliary use to the existing Ft.Harrison Hotel
OESCi�IPTtON OF itEQUEST: General site plan review
Specifieafly identify the request
(intlude aJf requested code ftexib+lity;
e.g„ reduttior+in required number of
porking spaces, height, 3etbacks, tot
sire,!oE widti�,spetifcuse,eic.}
Pianning 8 Devabpment Department,10U S.Myrtie Avenuo;Ciearrrater,FL 33758,Tel:727-562-A867;Fax:�27-562-4865
page 1 af$ Revlsed'01112
,
p j�j } Planning&Development Deparhnent
� RJl�����t��� Flexible �tan
dard Development App�l�tcat�on
� Data Sheet
PLEASE ENSUttE;HAT THE FOLLOWING INFl3RMATiON tS FiL4ED OUT, !�1 1T5 ENTIRE7Y. EAfLURE 7O COMPLETE THIS FORM
Wltl RESULT IN YOUR APPLICATION BEING FOUND INCOMPCETE ANU P05516LY DEFERRED UN71L 7HE FOlL01NENG
ARPLICATION CYCLE.
ZONING DI�'fRICTc D-Downtown
fUTURE LAND US�PLAN OESIGNATION: CBD-Central Business District
€XiST1NG USE(cu►'ren#iy existing on site}: Vacant service station,(2)residencebuiidings converted to office use
PROPQSED USE�new�se,if any;plus existing,it to remafn):Courtyard with concessions building and(2)open-air pavilions
SITE AREA: 38,264 sq.ft. 0.878 acres
GROSS FLOOR AREA(tota!square footage of all buiidingsj:
Existing: 6,493 sq.{�.
F'f0(3452(�: 3,840 sq.�t.
Maximum Allowable: N/A sq,tt
CROSS f100R AREA(totalsquare footage devoted to each use,if there wlll be mliltiple usesj;'
First use: 1,529 sq.ft.
Second use: 2,311 sq.ft.
Third!�sp; N/A an.ft.
FLOOR AREA RAT30(toiai square foatage of aii buildings divided 6y the total square faotage af entire sile):
EXlStiqg: 17.0%
Propased: 10.0°/a
Maximum Aliowable: 4A
BUIGDING COVERAGE/FOQTPRINT(1"floorsquarefiaotage af ali buildings}:
Existing: 6,493 sq.�. ( 17.0% °la of site)
Proposed: 3,840 sq.ft. ( 10.0% %of site}
Maximum Permitted:N/A sq.ft. ( N/A %of site}
GREEN SPACE WITHtN VEHICULAR fJSEAREA(green sp�ce within the parkingiot and interior of site;not perimeter buffer};
Existing: 2r120 sq.�. ( 5.5% %of site}
Praposed: 19,232 sq.�. ( 50.3% %of�itej
VEHtCUtAR USE AREA(parkingspaces,drive aisies,loading area}:
Existingi 14 977 sq.ft. { 39.1% °o of siiej
Proposed: p sq.ft. ( �o�o °t,oFsite}
Planninc�8 DovQlopment Department,100 S.Myrtle Avenue,Clearwatar,FL 33756,7e1:727-Sfi2-d567;Fax:727-682-d86�
Rage 2 ot S Revised 01112
IMPERVIOUS SURFACE RATIO(total square footage of impervious areas divided by the total square footage of entire site):
Existing: 31,871 sf=83.4%
Proposed: 18,996 sf=49.7%
Maximum Permitted: N/A
DENSITY(units,rooms or beds per acre): BUILDING HEIGHT:
Existing: 3 Buildings Existing: 20'(+/-)
Proposed: 3 Buildings Proposed: 16'(+/-)
Maximum Permitted: 70/Acre Maximum Permitted: 50'
OFF-STREET PARKING:
Existing: 46 Note:A parking demand s[udy must be provided In conjunction with any request
Proposed: 0 [o reduce the amount of required off-stree[ parking spaces. Please see the
Minimum Required: 2 adopted Parking Demand S[udy Guidelines for further information.
WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ 1,000,000
ZONING DISTRICTS FOR ALL ADIACENT PROPERTY:
North: D
South: D
East: D
West: D
STATE OF FLORIDA,COUNTY OF PINELLAS
I, the undersigned, acknowledge that all Sworn to and subscribed before me this c�� day of
representations made in this application are true and �Q,�A�
accurate to the best of my knowiedge and authorize " "�" ��.� .to me and/or by
City representatives to visit and photograph the � .s'�-t�t who is personally known hta+s
property desc ' e in this application.
' atio
Signature of property owner or representative Notary public, �o�';...;'8�,�, BRIAN A ASAY
* � * MY COMMISSION t EE 218067
�''y��N� ��J�;����.�Y - My commission expires: r4 2016
'+r ��O Bonded TAro Budget Notary Services
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Planntng 8 Development DepaKment,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567; Fax:727-562-4865
Page 3 of 7
Revised 01N2
�.
o {`1 } Flanning&Deve}opment Degartment
} Lrl����l��� Flexible Standard Develo ment A lication
p pp
�' Site Pian Submittai Packag� Check list
{N ADDITION TO! 7NE COMPLETED FLEXtBLE STANOARD DEVElt7PMENT (FL5} AFPLfCATIOkV, ALl FLS APPIICATIONS StlALL
INCLUDE A SITE P#AN SUBNttTTAL PACKAGE'fHAT{NCLU�ES 7'HE FOLLQWING INFORMATICIN AND/QR PLANS;
Cl Responses ta the fiexibility criteria for the specific use(s)being requested as set forth in the Zoning Qistrict{s) in which the
subject p�operty is tocated: The attached Flexible Standard Development Application Flexibility Criteria sheet shall be used to
provide these responses.
O Responses to the General�Rppiicabitity criteria set forth in 5eetion 3-914.A. The aiCached Ftexible 5tandard Develapment
Application General Applicability Criteria sheet shaii be used to provide these responses.
❑ A signed and sealed sunrey of the property p�epared by a registered land surveyar inciuding the IocaGon ofi the pro�erty,
dimens3nns,acr�age,Eocation of al1 currencstructuresrmprovements,iacatian af ait publ�c and pirivate easements'including,
offitial recortis'book and page num6ers and streeL'right(s}-of-way within and adjacent ta the site.
O ff the applieatian would resuit in the remoual ar relocation af mobile hame owners residi�g in a mabile home park as
provided in F;S.§T23.083,the appiication must provide that irsfiormation required by 5ection 4-202.A.5.
D if Chis application is being submitted For the purpose af a 6aatlift,cakwalk;davit,dock,marina,pier,seawaH or other simitar
marine sCructure, then the application must provide detailed plans and spetifications prepared by a �larida profassiona�
engineer, bearing the seal and signature of the engineer,except signed and sealed plans shall not be required fo�the repair
ar replacement of deeking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on
private and commercial docks.
0 A site plan prepared by a professional arehitect,er�gineer,certified planner ar lan'dscape,architect drawr�Eo a minimum scale
oF one inch equals 50 Eeet on a sheet size not to exceed 29 in�es by 36 inches that includes the followertg infarmation:
❑ lndex sheet of the same size shalt be inc2uded with individuat sheet numbers referenced thereon.
CI F#orth arrow;scale,location map and date prepared.
�I ►dentification of ihe boundariesofi phases,if development is proposed to he canstructed in phase3.
O locatian o#the Coastal Constructian Gontrol line jCCCt},wheiher the property+s`located within a 5pecial Fload Hazard
Area,and the Base Flood Elevakion(BFE}of the property,as applicable.
0 �acation,#ootprint,size and height of a11 existing and proposed buildir�gs and structures on the site.
C] Lotatio�and dimensions of vehscular and pedestrian dreulation systems,both oms%te and off-site,with proposec!points
Of dGC�55.
❑ Lacation of all existing and proposed sidewalks,curbs,gutters,water lines;sanitary sewer lines,storm drains,manholes;
inlets,liFt stations,fire hydranu,underground conduits,seawalls and any proposed utility easements.
C] Location of onsite and offsite stormwater managernenC fa�cilities,including offsite eievations, as may be required by the
Engi�seering pepartment to evaluate proposed stormwater management,as well as a narrakive describing the proposed
stormwater control ptan including all calculaeions and data necessary to demonstrate compliance with the City of
Clearwak�:r Sto�m Drainage Design Criieria manual.
GI Locatian af salid waste coflectian facil'rCies,required screening and provisians for accessibiiity for collection:
O location of ofi�street loading area,if required by Section 3-14Q6:
❑ Locaiion,type and lamp height af att outdoar lighting fixtures.
D Lacatian of aU existing and'proposed attached and freestandingsign�ge.
❑ A11 adjacent right(s)-vf-way,with indication of centerline and width,paved width,existin�median tuts and intersections,
sire�t liglit poles,bus shelters,signage and utility campanyfacilities.
Planning 8 Development E3epartmenG 100 S.Myrtle Avenum,Clearvvatei;FL 33756,Tel:727'-562-4567;Fax:727-562-4865
Pago 4 ot 8 R¢vised 01112
❑ Dimensions of existing and proposed lot ISnes, streets, drfves, building Gnes,setbacks,structurai overhangs:,and bvilding
separatior�s.
O Building ar structure elevation drawings that depict the proposed building height,building materiais,a�d concealme�t oF
aCl mechanical equipment located on the roof.
O Typical floor plans,including fioor plans for eath floar of any parking garage.
O identificatioh and descriptipn af watercourses, wetfands, tree masses, specimen trees, and other environmentally
sensitive areas.
❑ if,there is any requested devistian ta the parking standards a parking demand`study wil! need fo be provided',Prior to the
preparation of such study,the methadology shall be appraWed by ihe Ptanning and Engineering Departments.The findings of
the study wiit tse used in dekerminirrg whether or not deviations ta the parking standards are appraved.
d 'Cree inventary, prepared,by a certi{ied arborist, of ali trees faur inches DBH or moce that reflects fhe size, canopy, and
candition af such trees;as weli as a tree survey showing the(ocation,DBH and species of aH existing trees with a DBN af faur
inches or mare,and idenCifying those Crees proposed to 6e removed,if arry.
0 A trafFic impact study shal! be required for any developrnent which may degrade the acceptable level af service #or any
raadway as adopted in the Comprehensive Plan.Trip generation shall be based on the most r�cent edit'ran of the tnstitute of
7ransportation Engineers Trip Generation ManuaL
Cl An appliration for a certi�cate of eoncurrencyJcapacity or a nonconcurrency aFfidavit. No develnpment approvai shall be
grant�d until a certificate o!cancurrency{capacity is issued or a nonconcu�rer�cy af(idavit is executed.
L`� A tandscape plan shali be prnvided for any project where there is a new use or a change of use;or an existing use is improved
or remodeled in a value of 25 p or more of the valuation'of the principal structure as reflected an the property appraiser`s
current records, or if an amendment is required to an existing approved site plan; or a parking lot requir�s additianal
Iandscaping pursuant to the provisio�s ofi Article 3, Division lA. The landscape plan shaB include the Eollowing information,i(
not athenuise required in tonjunctian with thQ application far development approvaL
❑ tocation, size, descripkion, speci#ications and quantities`of al1 existing and proposed landscape rnaterials, i'ncluding
b�tanica!and commc�n names.
❑ Existing#rees on-sitQ and immediately adjacent to the site,:by.spet,ies,size and location,including drip line.
C) Typical ptantin� details for trees, palms, shrubs, and graund cover plants, including planting instcuctions, soil mixes,
backfiiling,rnulching,staking and protective measures.
0 Interior landscape areas hatched and/or shaded and fabeled and interior tandscape caverage, expressed`bath in square
feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and
vehicular use areas.
❑ I::ocation of existing and proposed strucEures and improvements, including,but not limited to sidewalks, walls,fences,
pools, patios, dumpster pads, pad muunted transformers, fire hydrants, overhead abstructians, si�n locations, cucbs,
gutters, water lines, sanitary sewer lines, s�orm drains, manholes, inlets, lift stations, �re hydrants, undergrnund
conduits,seawalls, utility easemenis, treatment ofi all grau�d surfaces, and any other features that may infiuence the
proposedlandscape.
❑ Laca#ion of parking areas and othervehicular'use areas, including parkihp,spaces, circutation aisles, interior landscape
islands and curbing.
�J Drainage and retentian areas, inciuding swates, side slopes and battam elevations, and drainage struciures and other
drainage improvements.
❑ Ail adjacent right(s}-o#-way,with indication af centerline and width,paved width,existing median cuts and intersections,
street li�ht potes,bus shelters,signage and utility company facilities.
Cl Del+neatian and dimens[ons af a!I required perimeter landscaped buffers including sighk#riangles,if any.
❑ An irrigation plan.
Ptanning 8 Oovelopmont Depardnent,100 S.Myrtlo Avenuo;Clearnater,FL 33756,tel:727-562-0587;Fax:727-562-d865
Page 5 af 8 : Revlsad 01112
�LL . � . . � � � . . . . . . . - . � . � . .
o �����,�.tT���� Planning&Development llepa�tment
.�1'1� Fle�ble Stan+dard Development AppIication
° �eneral Applicabi�ity Criteria
PROVIOE COMPC€TE RE5PON5E5 TO EAtF1 t7F THE SIX{6}GENERALAPPLICABIUTY CRiTERIA EXPiAtNING HC1W,IN dETp11,TNE
CR17�RIOtJ iS BEtNG COMPEIED WITH AER THIS DEI7ELOPMEIVT PROPOSAL.
1, The proposed development of the land will be in harmony with Ehe scafe, bulk, coverage,density and character of adjaceqt
properties in which it is located.
The proposed courtyard design matches the architectural scale and style, lighting fixtures, and
landscape palette of the adjacent properties to the site.
2. The praposed development witi not hinder or discourage`the appropciate developmentand use of adjatenf;Eand and buildings
or significantiy irnpair'the value thereoF.
The site does not hinder the use of adjacent land. Increased green space, streetscape paving
and landscaping improve the aesthetics of the site from the R.O.W. :
3. The praposed development will not adversely affect the health or safery or persons residing or working in the neighhorhoad
of the proposed use.
The proposed development will improve the health and safety of persons in the area by eliminating
a vacant, unsightly former gas station and greatly increases green space.
A. The praposed development is designedta minimize trafficcongestian.
Existing curb cuts and vehicular access to this propertyhave been eliminated. Therefore, no traffic
can enter or exit the property directly.
5: The propased development is consisteM wiYh the community character of the immediate vicinity of the parcel propased`for
dewelapment.
The proposed courtyard design matches the architectural scale and style of neighboring buildings,
lighting fixtures will match those on the adjacent streetscape and nearby properties,
and landscape palette has been selected to match that of the adjacent properties to the site.
6. The design of the propased development minimizes adverse effects, including visuaM, acousGc and alfactory and hours of
operation impacts,on ad}'a�ent praperties.
The proposed courtyard design utilizes trash service through existing locations at the Ft.Harrison Hotel,minimizing olfactory impacts. _
An aesthetic perimeterfence and lush landscaping throughout the area minimizes visual impacts.It is anticipated that typical activities within the ,
courtyard will be those associated with this type of facility relative to noise and hours of operation.The normal uses however should a planned event
exceed normal audible levels or extend past normal hours of operation the owner shall file for a special event permit.
Planning 8 Dovelopment Department,100 3.MyrtleAvenue,ClQ�rwatar,FL 33756,Tel:727-5B2-+1567';Fax:7'27-562-4865
Rac�s 6 oC 8 Revised Q1112
o (� Planning&Development Department
� L,�����a��� Flexible Standarc� Devela ment A I:ieation
1�' PI�
� Flexibili�y Criteri�
PRQVIDE GUMPLEfE RE5P0(VSFS TO THE APPLtCABLE FLEXIBILI"f'Y CRI7ERIA FOR THE SP�CI�tC USE(S)8E1N6 REQUESTED AS SEf
FORTH IN'TN�ZONING DI5TRiGT{S)itV WHICH TWE SUB1£C7'PROPER71f tS LO[A7'ED. DCPtAtAF HOW;!N DETAIC,EACN CRlTERIt3N
1S B�IN6 CCfMPL1ED WfiTH PER THIS DEYELi3PMENT PROPOSAI(USE SEPARPiTE SHEETS A5 NECESSARIt}Y
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3.
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Planning 8�Developmenk Department,'I80 S.Myr[{e kvenua,Clearwater,FL 38756,Te1:727-562-4567,F�x:T2T-56Z-4$65
Page 7'ofi 8 Revised 01t1'2
° Planning&Development Department
� C earwater
Flexible Standard Development Application
" Affidavit to Authorize Agent/Representative
1. Provide names of all property owners on deed—PRINT full names:
Church of Scientology Flag Service Organization, Inc.
2. That(1 am/we are)the owner(s)and record title holder(s)of the following described property:
305 & 311 S. Osceola Ave. and 300 S. Ft. Harrison Ave
3. That this property constitutes the property for which a request for(describe request):
General Site Plan Review
4. That the undersigned (has/have)appointed and(does/do)appoint:
James Bond and Kimley-Horn and Associates, Inc
as(his/their)agent(s)to execute any petitions or other documents necessary to affect such petition;
5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described
property;
6. That site visits to the property are necessary by City representatives in order to process this application and the owner
authorizes City repres tives to visit and photograph the property described in this application;
7. That(I/weZ th _ ndersigned authority,hereby certify that the foregoing is true and correct.
��.����, �� C�€�,�Y��,���..�. ,..��y�,,��y,. Property Owner
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-:�� �'� ��`i ��`' `��,<x' � `, ;.�;,,
, ' . t. T�°'},. ,�fa��rt��wn�r,� w,t F r �;'`.x ���µ�" Property Owner
,. �x�,
STATE OF FLORIDA,COUNTY OF PINELLAS
BEFORE ME THE UNDERSIGNED,AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON
THIS ��� DAY OF ���
� � ��� , PERSONALLY APPEARED
WHO HAVING BEEN FIRST DULY SWORN
DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED.
``�•�:;8�� BRIAN A.ASAY
�� * MY COMMISSION N EE 218067
`� � EXPIRES:October 4,2016
;�,,.,,,_�oe>° 8onded Thru Budget Notary Smkes
Notary Public Signature
Notary Seal/Stamp My Commission Expires: lo�y //�
Planning 8 Development Department,100 S.Myrtle Avenue,Clearvvater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 7 of 7
Revised 01/12
w 1
STORMWATER MANAGEMENT PLAN
FOR
FORT HARRISON COURTYARD
Prepared For:
CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION
503 Cleveland Street
Clearwater,Florida 33756
Prepared By:
KIMLEY-HORN AND ASSOCIATES,INC
CA 00000696
2601 Cattlemen Road,Suite 200
Sarasota,Florida 34232
Apri12013
Project No: 148128.023
. ti
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRLTMENT OF SERVICE,IS
INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
RELIANCE ON THE DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND
ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.
The entirery of this report,including tezt and images, is property of Kimley-Horn and Associates,Inc.and is
protected under U.S. copyright law. Copyright 02013,Kimley-Horn and Associates,Inc.
l Y
TABLE OF CONTENTS
PROJECT NARRATNE
ENGINEER'S CERTIFICATION
APPENDICES
APPENDIX A DRAINAGE CALCULATIONS
APPENDIX B POND DRAW DOWN ANALYSIS
APPENDIX C STORMWATER MANAGEMENT SYSTEM MAINTENANCE MANUAL
EXHIBITS
EXHIBIT 1 LOCATION MAP
EXHIBIT 2 PRE-DEVELOPMENT BASIN MAP
EXHIBIT 3 PROPERTY OWNERSHIl'INFORMATION
a +
THIS IS TO CERTIFY THAT THE ENCLOSED ENGINEERING CALCULATIONS WERE
PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION.
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DATE: ���llll t`,I�fil��'�3
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PROJECT NARRATIVE
I. BACKGROUND
The proposed project consists of the development of a courtyard that will include a stage with associated lawn
seating area,a gazebo,koi pond,a children's playground and a restroom/concession facility with associated
seating and dining area.The development is located at 300 South Fort Harrison Avenue,Clearwater,Florida
adjacent to the south side of the Fort Harrison Hotel in Section 16,Township 295,Range 15E.The courtyard
is intended to serve as an ancillary use to the Fort Harrison Hotel site to the north.
II. EXISTING CONDTTIONS
The property owned by the applicant consists of three(3)parcels that amount to a total site area of 0.88 Acres.
These parcels currently consist of two(2)residential structures along Osceola Avenue and a vacant
commercial building with associated covered parking areas fronting South Fort Harrison Avenue.The existing
topography of the site results in stormwater runoff sheet flowing into South Fort Harrison Avenue and Osceola
Avenue which abut the site on the eastern and western sides.There is no existing stormwater management
system that conveys the discharge to these right-of-ways.Calculations of the pre-development peak runoff rate
are included in Appendix A.
III. PROPOSED CONDITIONS
The proposed project will consist of the demolition of the existing onsite facilities,and the construction of the
proposed 0.88 Acre Fort Harrison Courlyard.This courtyard will include all the proposed facilities and
amenities previously mentioned,as well as all related infrastructure.A stormwater management system will
convey and manage stormwater runoff from the site in accordance with State and City of Clearwater design
criteria.The system will utilize a dry detention stormwater management pond located at the easternmost
portion of the site.
Water Quantity
The proposed stormwater management system will discharge into South Fort Harrison Avenue.The proposed
development has been designed such that the post-development discharge rate for the 25-year storm event is
less than the allowable to the pre-development discharge rate.As previously mentioned,the existing site is
discharging into both South Fort Harrison Avenue and Osceola Avenue.Approximately 57% of the existing
site drains into South Fort Harrison Avenue.This restricts the design to an allowable discharge of 1.49 cfs
(0.57 x 2.63 cfs)into South Fort Harrison Avenue. Stage-storage and stage-discharge computations have been
calculated using the rational method and the results of this analysis can be found in Appendix A of this report.
1
, �
Water Qualitv
The stormwater management system was designed according to State and City of Clearwater criteria.The
treatment will be achieved through the utilization of an"On-Line"dry pond retention system that includes an
interconnected series of yard drains and inlets.Total treatment volume shall again be available within 24
hours.The hydrological parameters for the recovery time analysis are based on the Geotechnical investigation
report prepared by Universal Engineering Services.The software MODRET vERSION 6.0 was utilized to
perform the mounding analysis.Treatment calculations and input/output reports of the mounding analysis are
provided in Appendix B of this report.
K:\SAR URG\148128023-COS Ft Hazrison Pazk�ENGINEERINGWydrology�Report\Narrative.doc
2
APPENDIX A
DRAINAGE CALCULATIONS
KIMLEY-HORN AND ASSOCIATES, INC. Comp. By: TEG
Suite 200 Chk. By:
2601 Cattlement Road Date: 04/29/13
Sarasota, Florida 34232 Job No.: 148128023
(941) 379-7600 Revised:
PROJECT: FORT HARRISON PARK
PRE-DEVELOPMENT CONDITIONS
Impervious 31,871 SF X 0.95= 30,277.5 SF
Pervious 6,357 SF X 0.20= 1,271.4 SF
Total 38,228 SF 31,548.9 SF
C= 0.83X0.5*= 0.41
* Pre-Development'C'factor used to calculate Q(pre)reduced by 50%based on City of Clearwater standards.
CALCULATE Q(pre)=CIA
Area = 0.88 Ac
I= 7.25 in/hr
Q(pre)= 0.88 x 7.25 x 0.41
Qpre(total site)= 2.63 cfs
*Q(allowable)= qpre x 0.57= 1.49 cfs
*Approximately 57%of the existing site discharges to Fort Harrison Avenue
POST-DEVELOPMENT CONDITIONS
impervious 18,996 SF X 0.95= 18,046.2 SF
Pervious 19,232 SF X 0.20= 3,846.4 SF
Total 38,228 SF 21,892.6 SF
C= 0.57
CALCULATE Q(post)=CIA
Area= 0.88 Ac
I = 7.25 in/hr
Q(pre)= 0.88 x 7.25 x 0.57
Q(pre)= 3.64 cfs
*Treatment Requirement= First 1/2 inch of runoff from entire site
TREATMENT VOLUME=38,228 x(0.5/12)= 1593 cf
KIMLEY-HORN AND ASSOCIATES, INC. Comp. By: TEG
Suite 200 Chk. By:
2601 Cattlement Road Date: 04/29/13
Sarasota, Florida 34232 Job No.: 148128023
(941) 379-7600 Revised:
Prto�ECT: FORT HARRISON PARK
INFIOW/OUTFLOW HYDROGRAPH
Area = 0.88 Ac �
C(post) 0.57
Q(allowable)= 1.49 cfs
Tc= 10 Min
Intensity Inflow Outflow
Time (min) (in/hr) (cf) (cfi� Storage (cfl
10 8.4 2533 892 1641
15 7.3 3302 1337 1965
20 6.4 3860 1783 2077 ,
30 5.4 4885 2675 2210
40 4.6 5549 3566 1982
50 4.1 6182 4458 1724
60 3.7 6694 5350 1345
90 2.85 7735 8024 -290
120 2.35 8504 10699 -2195
180 1.8 9770 16049 -6279
Max Storage= 2210 cf
STAGE/STORAGE
STAGE (FT) AREA(SF) AREA(AC) STORAGE (CF)
P.B.EL. = 27.6 800 0.0184 0
D.L.W. EL. = 29.6 800 0.0184 1600 =Treatment Volume
D.H.W. EL.= 30.4 800 0.0184 2240 =25yr Attenuation Volume
KIMLEY-HORN AND ASSOCIATES, INC. Comp. By: TEG
Suite 200 Chk. By:
2601 Cattlement Road Date: 04/29/13
Sarasota, Florida 34232 Job No.: 148128023
(941) 379-7600 Revised:
PROJECT: FORT HARRISON PARK
TOTAL QUALITY&QUANTITY WATER CALCULATIONS
DRAINAGE AREA= 38,228 SF
REQUIRED WATER QUALITY DEPTH= 0.5 IN
REQUIRED WATER QUALITY VOLUME= 1,593 CF
AVAILABLE WATER QUALITY IN POND= 1,600 CF > Treatment Volume Required
REQUIRED ATTENUATION VOLUME= 2,210 CF
TOTAL VOLUME PROVIDED @ DHW EL. 30.4= 2,240 CF > Attenuation Volume Required
WEIR DESIGN
TOP OF WEIR ELEV.= 30.4 FT
BOTTOM OF WEIR ELEV.= 29.6 FT
H= 0.8 FT
Q(pre) = 1.49 cfs
L=Q/(3.2*H^1.5)= 0.65 FT
_ _ _
APPENDIX B
POND DRAWDOWN ANALYSIS
.
MODRET
SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS
PR07ECT NAME : FORT HARRISON COURTYARD
POLLUTION VOLUME RUNOFF DATA USED
UNSATURATED ANALYSIS INCLUDED
Pond Bottom Area 800.00 ft2
Pond Volume between Bottom &DHWL 1,600.00 ft3
Pond Length to Width Ratio (L/W) 3.00
Elevation of Effective Aquifer Base 20.00 ft
Elevation of Seasonal High Groundwater Table 25.00 ft
Elevation of Starting Water Level 27.60 ft
Elevation of Pond Bottom 27.60 ft
Design High Water Level Elevation 29.60 ft
Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis 0.14
Unsaturated Vertical Hydraulic Conductivity 6.50 ft/d
Factor of Safety 2.00
Saturated Horizontal Hydraulic Conductivity 14.60 ft/d
Avg. Effective Storage Coefficient of Soil for Saturated Analysis 0.14
Avg. Effective Storage Coefficient of Pond/Exfiltration Trench 1.00
Hydraulic Control Features:
Top Bottom Left Right
Groundwater Control Features-Y/N 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/N Y N Y Y
Elevation of Barrier Bottom 27.00 0.00 27.00 27.00
Analysis Date: 4/30/2013
. .
MODRET
TIME - RUNOFF INPUT DATA
PR07ECT NAME: FORT HARRISON COURTYARD
STRESS INCREMENT VOLUME
PERIOD OF TIME OF RUNOFF
NUMBER (hrs) (ft3)
Unsat 2.69 291.20
1 1.00 1,301.80
2 2.54 0.00
3 2.54 0.00
4 2.54 0.00
5 2.54 0.00
6 2.54 0.00
7 2.54 0.00
8 2.54 0.00
9 2.54 0.00
Analysis Date: 4/30/2013
MODRET
SUMMARY OF RESULTS
PRO)ECT NAME : FORT HARRISON COURTYARD
CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW
(hrs) (feet) RATE (cfs) RATE (cfs) (ft3)
00.00-0.00 25.000 0.000 *
0.00000
0.00 25.000 0.03009
0.03009
3.69 29.092 0.03009 0.00
0.03009
6.23 28.748 0.03009 0.00
0.03009
8.77 28.404 0.03009 0.00
0.03009
11.31 28.060 0.02609 0.00
0.02209
13.84 27.808 0.01762 0.00
0.01315
16.38 27.658 0.01230 0.00
0.01144
17.50 27.600 0.01078 0.00
0.01012
21.46 27.411 0.00959 0.00
0.00906
24.00 27.308 0.00
Maximum Water Elevation: 29.092 feet @ 3.69 hours Recovery @ 17.503 hours
*Time increment when there is no runoff
Maximum Infiitration Rate: 3.250 ft/day
Analysis Date: 4/30/2013
INFILTRATION: FORT HARRISON COURTYARD
1�550..........(.........:.........:.........:..........'..........;_.......;.........;...._...'...._... ...... ...... ...... ...... ...... ...... .
1.500 ...... ..... ...... ...... ..... ...... ...... ...... ...... ...... ...... ...... ..... ...... ......
, �
, �
7.450 ..................:..............__;..................:..........__.._.�...._............:..............._..�..................a..................i.............. ........... ........... ............_ ........._._ ............ _
7.400...........:.........:.........:.........:.........:.........;.........�..........'.........;.........�..........:._...... ......
1.350 ........:.........'�.........:.........:.........:........;.........;.........,.........;.........;....... ...... ...
� ,
�
1�300 . , . . � , � � . � .
, �
� � � , �
1250...._......_.....:.......__...._;............._..:.._...._........�..""".._�._........"_""'...._.......__..__...._i."""....�_.._..........'.""....."""'..
�
1�200_�.__._,._'...._._`'_"'..._.._'______' _'____ '.___' ___'._.'. _.'___..__ _...._" "__..'.. "" '
1�150 .................:..................:......_..........:..,._............:..................;........._.......:_................;......_..........:.._.............:.._...........' ""'
. �
� �
1�100...................:..................:. . � � � ..........."
1.050..._.._....�........__�..___.._..................�..._...____�_'._"'___'.._____.._.i_"_".. ____'___ "'..
1�000 ..................:..................:..................:_................�..................�...__.........._�.._......_..__;............__..:...........__..a_. .
�
850......_...........:..................:..................:...................:........_........:..................;.........._......:......__........�....---..
� 800 ..._.__._� ..__.....�..._.._._' __";.....__...._:-._'."'_�_'___.__.�_.."__"
� �
� 850 � . : . . , � �
.......................................,.._.._......,-..........__...,..----..___,.......__..........__..._.._....._.._.._..
� 800 ..................:...................'........._.......�........_........:..................:.........__.._'..........'-"-�--'
� � �
� 750._.......:....._.._:.........___.:_.__._.._:....'_.___i._.._.___".._..._._._�
� , �
j700..........:.........:.........:.........:.........:........:....
� � �
850..................;...:..............;........._.._....:'__._......;...._..........'�""""''
eao .......__ __._...............:....---...:.._....---:-----
sso. ........:.........:.._....:.........:....._..i
soo ......
aso.........:.........j........;.........i.
aoo.........:..........;.........;......
350...._._...:....'_'_..:......"'.""
300 ......._........;..................�..""...
250.........:.........:..
200......_...;.._.__.. .
150 ._......_.......;_....
100..................'
50 --
0.
0 1 2 3 ! 5 8 7 8 9 10 11 12 13 14 15 18 17
Time(hrs)
Total Volume InfiHroled=1,593 ft'
.
INFIITRATION: FORT HARRISON COURTYARD
�
29........_.....;..........._ ..i................ .. '- --........... -'--...... -'-'... .........- --.._._.... ............ _............ ----........ ....._..... ._......... ....__.._ .._._-'• --
28.5 . .._ ... �� � - �� � .." ___""" """ _.._ ......_ ._' ' _"' .. . ._... .
F
0
�
w
�
. �
28� . ... - . . . � �
......... .. : ,. .... .. ....._. }.......__. ....."' . �_....... _�_...... .._i..
0 7 2 3 t 5 8 7 8 9 70 17 12 13 14 15 18 17 ,
TNne(hre)
Max Water Elevation=29.09 fl
APPENDIX C
STORMWATER MANAGEMENT SYSTEM
MAINTENANCE MANUAL
STORMWATER MANAGEMENT SY5TEM
MAINTENANCE MANUAL
FOR
FORT HARRISON COURTYARD
Prepared For:
CHURCH OF SCIENTOLOGY FLAG SERVICE ORGArTIZATION
503 Cleveland Street
Clearwater,Florida 33756
Prepared By:
KIMLEY-HORN AND ASSOCIATES,INC
2601 Cattlemen Road, Suite 200
Sarasota,Florida 34232
APRIL 2013
Project No: 148128023
I. SWALE MAINTENANCE
A. Maintenance of Grassed Areas
Once sodded and established, all grassed areas shall be mowed regularly and maintained
free from bare earth conditions to prevent the potential for erosion. Grass clippings shall be
collected and disposed properly. Clippings shall not be disposed in lakes or preserve areas.
II. OPERATION INSPECTIONS
Operation inspections shall be conducted annually to assure that the stormwater
management system functions as designed. Spot inspections during rainstorm events may
also be periodically warranted.
The following features of the stormwater management system should be inspected during
each visitation. An inspection report form is provided in the back of this manual.
A. Vegetation
The need for vegetation removal or spraying should be determined. Grassed areas such as
lawn areas, swales and pond bottom should also be inspected to determine the need for
mowing,reseeding or fertilization.
B. Dischar�e Structures
System discharge control structures should be inspected ensuring no obstructions to flow
(i.e.,debris)exist that would reduce the release rate of the system. The structural condition
of the control boxes or weirs should also be inspected for evidence of seepage, settlement,
or concrete deterioration. Sediment deposits located in the vicinity of control structures as
well as scouring conditions at discharge locations should be routinely noted.
C. Swale Detention Areas
Swale detention areas designed to temporarily detain stormwater during a rainfall event
should be inspected to assure that they are kept mowed and free from stagnant water
conditions.
D. Convevance Svstem
The conveyance system which includes storm sewer piping, inlets, and junction boxes
should be inspected for structural and functional integrity. Evidence of seepage,restricted
flow, or turbid discharges should be noted. Structures with sediment sumps should be
cleaned annually with proper disposal of collected sediments.
E. Fill Areas
Areas which have been filled and stabilized adjacent to any portion of stormwater
management system should be inspected for evidence of settlement,erosion or slope
failure.
. , , .
CHECK LIST
OPERATION AND MAINTENANCE INSPECTION RECORD
STORMWATER MANAGEMENT SYSTEM
Name of Project:
Project Location:
Type of Inspection:
Date of Inspection:
� Anticipated Operation: Satisfactory
Unsatisfactory
ITEM CONDITION RECOMNIENDED
MAINTENANCE
ACCEPTABLE iJNACCEPTABLE (If Required)
1.Vegetation/Grassed
Area
2.Discharge Structures
3.Grassed Swale
Detention
4.Conveyance System
5.Fill Areas
REMARKS:
Signature of Inspector
Name of Organization Being Represented
K:\SAR URG\148128023-COS Ft Hazrison Park�ENGINEERINGU-Iydrology�Report�SWMM.doc
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DATE:April 2013
C O S F o rt H a r r i s o n P a r k °K'm'e'_"o`�a�'A==o"a`e='�`20,3
C�I1
Location Map Pinellas County, Florida Kimley-Horn
EXHIBIT 1 and Associates,Inc.
EXHIBIT 2
PRE-DEVELOPMENT BASIN MAP
Plotted B :Gremaux, T La out:La out1 K: SAR_URG 148128023 — COS Ft Harrison Park ENGINEERING H drolo Re ort Exhibit 2.dw �
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KHA PROJECT
m FORT HARRISON 1481�A�23 C�� �m�ey-Hom
x � COURTYARD PRE-DEVELOPMENT 04 30 2073 �111 andAssociates,Inc.
_ � SCALE AS SHOWN O 2010 KIMLEY-HORN AND ASSOGATES,INC.
WC BAS I N MAP ����BY TEG 2607 CATTLEMFN ROAU,SUITE 200.SARASOTA,FL 34232
; PREPARED FOR PHONE: D41-379-7800 FA%: 947-378-4352
� � CHURCH OF SCIENTOLOGY DRAriN BY PMH y�yAy,IGMLEY-HIXtN.COM CA 00000888 REVISIONS oA� BY
Na.
CHECKED 8Y TEG
N PINELLAS COUNTY FLORIDA
EXHIBIT 3
PROPERTY OWNERSHIP INFORMATION
$35.50 D DOC STAMP COLLEGTION $12927.60 KEN BURKE, CLERK OF COURT PINELT•A�
CQUItTTY,.FL BY DEPUTY CLERK: CLKDMC4
Re � 35,so
d�. 1Z,92�. �0 � �
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Prepared by and retum to: � �,
Pinellas County --__1� �'
Real Estate Management Department - ��.
.\
509 East Avenue South ,���� �,�, �.�
Clearwater,FL 33756 ' ' ' '
. ,
�. . , ,
. .. ,
' ;�-- . ``, �..
COUNTY DEED -�
, , '. , '. ,
� �
� .,
, � � �
THIS DEED,made this � S day of ��N� , 201��,;�b�y,'�PIN�'I,�..AS
COUNTY, whose address is 509 East Avenue South, Clearwater,%�L 3375b;'a"political
subdivision of the State of Florida, hereinafter referred to as "Grantpk", and�1C�IURCH OF
SCIENTOLOGY FLAG SERVICE ORGANIZATION, INC., whose addF�s i�-503 Cleveland
Street—Clearwater, FL 33755,hereinafter referred to as"Gra�tee"
�.'� ,
WITNESSETI�, �.;�, ' '
� ,,
That the said Grantor, for and in consideration�o€t�e:�u�a��One Dollar ($1.00) to it in
hand paid by the Grantee, receipt whereof is��i�reby�,�c,�cnowledged, has released, granted,
bargained and sold to the Grantee, its successo�rs`an�.as�ig�ns forever, the following described
, ,--,
land lying and being in Pinellas County,Florida: ,��'��>��
� � „
Lands described in Exhibit"�cs`att�ch�d heretb and by this reference made a part
hereof, hereinafter referred'�o as,��o�e�ty,Cogether with all development rights,
easements appurtenant,��reto,;npaz�'�n and littoral rights; subject to any and all
easements of record.,.,'�,�„�,� '
. , . ,
. , . .
Additionally G�rtor he�ebjragrees to release all reserved interests in phosphate,
minerals, metals, and p8tro}e�im in compliance with Florida Statutes Section 270.11(3),
upon sale of the Ersi�e�tq,td.tAe Grantee.
„ � � ,;
IN WI'I'1�ESS W}��REOF, the said Grantor has caused these presents to be executed in
its name b}�it� �oa�d of,�bunty Commissioners, acting by the Chairman of said Board, the day
and year firsfvvr�tte3r ab6ve.
: ---__
, =,-____=.
A�'�'�E�'�`:, K�fi1 BURKE PINELLAS COUNTY, FLORIDA
'���, '��� Clerk ofthe Circuit Court by and through its Board of
��. � � �,'
� � County Commissioners
,,�, �
,�. , f�--
By � , '" ��;,,�'x;:,;�,._ By: �i
-", '�I�rk: ��,�'',, � � Chairma
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Approvad a��q,F'o,�"•••..��<\!`
�
Office of�bt�}(y��I�h��e�C.-'
By: _���
Semor Ass�stant County Attorney
L � � �
SECTION 18, TOIINSffiP 29 SOUTH, RANGB 15 EAST
PINELi.AS COUNTY. FI.ORIDA ,
Ad�Jo�a or ad.tlonr by oth.r tnon u,.arotw�ono� lana surv.yor h n�aorWbN a w�hi�d• ' �
Lmd Oaalptfon h hnalid rllhou!�iqnah�n ond/o►emboped pd ot tM ProfadNf�l�Surv�yor � i
LEGAL DESCRIP710N: DESCRIPTION--NOT A SURVEY -__ � ��
_ - �
A parcel of land being that certain property as described in Official Records Book 7528, page 1991, tog��er,with- .��
a portion of thot certain property as described tn Officioi Recorda Book 4962, page 1079. together witFf,a'por�ton ���>
of that certain property as described in Official Records Book 6369, page 1434. all of the PubIEd,Ptecor�s� af
Pinellas County, Florido. lying within Section 16, Township 29 South. Range 15 East, Pinellas County,'�Ibcida.;Keing
more particularly described os follows: - , '. ; ,
-- �
COMMENCE at tha Northeost comer of Section 16, Township 29 South. Range 15 East, Piaelias Coun��r.��orida;
said comer ly�ng N00'01'56". 2,638.51 feet from the Southeast comer of the Northeast 1/,41 of said �S�ction 16
(being the basis of beorings for th(s legai description); thence N89'26'15"W. along the NQrth�lfhe of th¢,East 1/2
of said Northeast 1/4 of Section 16. for 1,322.56 feet to the Northwest comer�p�-suid �,East-"1.�2 of the
Northeast 1/4 of Section 16; thence S00'05'56"W. along the West Iine of said Eastr��/2 of the T7artlieast 1/4 of
Section 16, for 1,984.40 feet; thence leaving soid West lina of the East 1/2 of;i'�e North�d,st 1/4 of Section
16. N88'S6'30"W. for 28.00 feet to the Northeast comer of Lot 1, Block 1� accor�i�g to tt�e� plat of PLAN OF
CLEAR WATER HARBOR, FLA. as recorded in Deed Book K. page 475 of the Pubiic RecQ�ds-of,�illsborough County,
Florido, of which Pinellas County was formerly a part, same being the Southeast come?-of'that certain property
as described in Official Records Book 4962, page 1079 of tha Public Records of Pineitas County, Florida; thence
N00'05'56"E, along a line 28.00 feet West of and parallel with said West Hpe of the East 1/2 of the Northeast
t f 5F of Secfib"n ?6. 'sdr41�-�S�iPfzr tff8 E�t 11ne tsfi��-�ertohi pra�serty as�ibe¢����fficiat Reoords�oak� 4962;
page 1079, for 24.43 feet to the POINT OF BEGINNING; thenca lebirfi�,said`�as#'line of that certain property as
described in Offictal Records Book 4962, page 1079, N88'S6'30"W;. nibr�g'a�Jiris,24.42 feet North of and parallel
with the North line of soid Deed Book K. page 475. same bPing a`�11�e';t�42:Feet North of and parallel with the
South Une of said certain property as described in Official R`ecaCds BooK 4962. page 1079, for 183.49 feet to the
point of intersectfon with the West line of said certain pfoRer�y hs de3Fribed in Officia) Records Book 4962, page
1079; thence S00'08'12"W. along said West line of �hat-�ertairf.Pro�r,l�ty as described in Officlal Records Book
4962. page 1079, for 7.19 feet; thence leaving said,'West Iinp o`f. that certain property as described in Official
Records Book 4962. page 1079. N88'S6�30"W, along p'�line 17.2�3;feet North of ond parollel with said North line
of Deed Book K, page 475. same being a line 1�7�3 feb� North,'of ond parallel with the South line of that certain
property as described in Officiai Records Boo�.636�;�pag�a434 of the Public Records of Pindtas County, Florida,
for 150.29 feet to the point of intersecticxf �ivith��t►e�WZst-flne of said certain property us described in Official
Records 800k 6369. page 1434; thence N6,�073'3,1�"E.��(da�q said West line of that certain property as described in
Official Records Book 6369, page 1434 6r�d,th�1West Iirle of that certoin property as described in Official Records
Book 7528, page 1991 of the Pub�ie �RecpP6,� of Pinellos County, Florida, respectively, for 143.24 feet to the
Northwest corner of said certairf,�property,�qs descrbed in Official Records Book 7528, page 1991; thence
N89'09'03'E, along the North line�6f sajd;certain�.property as descxibed in Official Records Book 7528. page 1991,
same being a southerly line of tliat�r,dr,tain property os described in O�cial Records Book 5286. poge 168 of the
Public Records of Pinellas CodRty, flotjda, for 150.07 feet to the Northeast comer of said certain property as
described fn Official Recofds"Boqk�7b2�3. pa9e 1991: thence S00'08'12"W. along the Eost line of said certain
property as described iry �Official 'f��For�ds Book 7528. page 1991, same being a Westerly line of said certain
property as dascribed in� �fficial Re�cmrds 800k 5286, page 168. for 53.16 feet to the Northwest comer of said
certain property as.'dQscrjbed in O,ffJciol Records Book 4982, page 1079; thence leaving said East line of that
certain property as des�tib�ci'in-Of�('cial Records Book 7528. page 1991, S89'48'46"E, along tha North line af soid
certain propert„X as desF�ibea'irt Official Records Book 4962, page 1079, same being a Southerly line of said
certain property ag ifieacribed in OffTcial Records Book 5286, page 168, for 183.41 feet to the Northeast comer of
said certairY�ro�erty 6s desefibed in Offlctal Records Book 4962, page 1079; thence S00'05'S6"W, along said East
line of thaf.ce�taih p�operty os described in Official Records Book 4962, poge 1D79. same being said line 28.00
feet lysst of cnd,perqil�l with the West line of the East 1/2 of the Northeast l/4 of Sectton 16. for 90.68 feet
to tlt��RO1NT OF'.BEGINNING.
p�p��gy;. ` � � Containing 38,264 square feet or 0.878 acres, more or less.
, � ,
Fl:Of�A DiEE3K�V CONSUl.TANT3� N�
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS e PLA ERS
3030 Stark�y BNd. N�r Perl Rkh�y, florldo 34655
T�6 (�27) 849-7589 - Fa:.(727� A49-3648
C�rlNical� e1 AWlwrizalbn LB 8707 y
Slaf� oi Fbrida
��u� �� The above 5ketch and/or Land deaerfption was prepared under my aupenrision end ia true and-�
� corceet to the best of my knowledge ond beref.
LCS V� �
� �,� Tsx..as�.�
S.F.N.: ��D WILLUIM McDAN{EL. PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER lS 5840 SEAL
1774 �7ATE OF FLORIDA
EXHIBIT � DRAWING No.: F1774-LS-1 SHEEf 1 OF 3
Reviewed by:_��_, � parcel No.: 16 f 29 f 15/00000/130 f 0200. 0300 & 0400
Date: O'i l �
� � a
SECTION 16� TO1fNSHIP 29 SOUTH� RANGT 15 EAST
PINELLAS COUNTY. FLORIDA .
Admtbn. or asMtbropy on,.r thoe a. Pn�t...ta,o� Lnna siweyor h n.pomlbl.�yp� h pronibR.a. � �
Land pppipdon U tm�lid wlthout uqnotiu�end/or anba�ed sed oi th� Profuttond land Suvsya � �
DESCRIPTION--NOT A 5URVEY ---__ ��
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SURVEYORS NOTES: �'� �'
, , '. ��
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� � .,
1. Bearings are based upon the East line Northeast 1/4 of Section ]6, Township 29'��outh, Ra�g� 15
East. Pinellos County. Florido, being N00'01'56"E. -'-'� ` �� , ' '
, ,_,� � _ , .
, '
2. There may be additional restrictions affecting this property that may be f�nd in the��public�records
of this county. � � � �
� � � ,
. � � ,
3. This legal description ond sketch was prepared with the benefit of three (`3)�litle,�Search Reports
prepared by Amertcan Government Services Corpo�ation. search numbers 23542, 23541 ond 2340. all
effective through June 8. 2010 ot 8:00 om. �`,
4. This Iegal description and sketch was prepared with the benefl�`.ef the�recorded documents as
referenced hereon and other documents provided by Pinellas�'�ax�tX Pub�ii�.,W9r(cs, Division of Survey and
�
Mapping. �� � , � ,
'� ..
, ` � ,',�' `�;
5. This legal descripti�n and sketch was prepared with`3he berie��of thct certain Boundory Survey titled
305 dc 311 S. OSCEOLA AVE AND 300 S. FT. yARRI$0�1�AVE`�PARCELS 16/29/1S/00000/130%200.
0300 dc 0400; Prepared by Florida Design Consu1taR�'s. Irrct`,�okf��number 129-102. Survey F0e Number
1774. doted 6-30-2010 and is based upon No��i Amerieqn 'Ra�um 1983/1990 od justment, State Plane
Coordinates. Florida West Zone. ' ' ` ' `
� � , �
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LEGEND: ,�',� '�;'�;
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COR � CORNER.��� ��.'� �" POC � POINT OF CONMENCEN�NT
DB = DE�D900k ��� S � SOUTH
E = E��-, �� �.� SE � SOUTHEAST
N = ��ItlORTH �` �� ��.% SEC � SECTION
NE a ; NORTHEAS� ; SW = SOUTFNVE5T
NQ:. _ �f�IJA�IBER ' ' W = WEST
�,ryy��:� j,���g7.� � - DEGREES
,__ORB ���OFFiC17�1L RECORDS BOOK � ° MINUTES (IN BEARINGS)
`� �P�=�-=eAGE ' � FEET (IN DISTANCES)
'�� �. RQB-�'PO F�IT OF BEG I NN I NG � s SECONDS (I N BEAR I NGS)
`.� � �� � " = INCHES (IN DISTANCES)
.
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PRFPARm @'( . � �
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FLOF'�DA DESId11 CaONSI�TANTS� /V�
ENGINEERS, ENVIRONYENTALISTS, SIAiVEYORS 6 PLA ERS
3030 Stork� Blvd. N�� Pert tilch�r florldo 34655
T�b (�2�S49-T60! -Fex. (72�) 948-364e
C�►Ilfkal� o} Aufherl:atlon L8 6707 t
Stol� 01 Fbrida
GLCUUTED BY: � obove Skateh and/or land deacription waa proparod under my supervieion and Is true and
� correct to ths Des4 of my knowledgs and belisi.
CHECKED .
� 1�� DATE a QtQ
SF.N.: ��D LLIAM McDANIEL. PROFESSIONAL SURVEYOR AND MAPPER C IFlCATE NUMBER LS 5840 SEAL
1774 �ATE OF fLORIDA
EXHIBIT /� DRAWING No.: F1774—LS-1 SHEET2 OF 3
Parcel No.: 16�/15/00000,/130f 0200 0300 & 0400
Y. � r
SECTION 18� TOIINSHIP 29 SOUTS. RANGE iS BAST
PIIdELI.AS COUNTY. FIARIDA '
Ad�tloea or e�Mtlons br otn.r n,co th.Protasfonal Loee Surv�yor tn rapomibl.cnorg�h prohblEed. ,� ��
Laid D»Mptlon N trwolid titf�out dpnaWn and/or«nbop�d wd ot ths Protadond Land Sunsyor �
SKETCH--NOT A SURVEY �-�-- '
,
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N u� oF n�E e �/s oF n�'•`•,,,,
NE 1/4 OF SEC 18-29,S-t5L-. �. :
SUB�CT AREA� NW COR OF E 1/2 �3zzse� Nee;rs�is-�� '� � ;;
, 38,,2a4 9Qt1ARE FEET oF r�,�4 oF �;- �,
0 50 �oo' oR ae7e ACRES. �� 1e-��-,� �, , ,
GRAPHIC SCALE: �p� pR �$$ ,--- . ` NE COR.06
W � ,-,.' SE6�6�?�9SL�SE
1" = 100' S � ��! ;,' ,, '--- . �t
oRe sue. Pc�ea � �W m � �J, ; ', `, ', a ��!„
,e/zs/ta/e0000rao/o,00 N��a�� I� �� ���, �; "' Z��
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m � W^ __
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N L1NE ORB 7520. PG 1991 � ��� '�. �� � ��'O�
d W
01� 528�6, 1PG 88 �°� �z � • `� �� -'�� m
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� 7{�v
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N LINE ORB 4982, PG�a�79��,; �°°
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7528. PG 1�991 �g�r���'r���� ���lE �```� 28.00'
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�. NW COR ORS �� 41 � ` �• NE COR ORS
4982. PG 1079
� � � . > � 4962. P�i 1079
� N oRe �8�. Pc to�a� � �� �
M�tI; 16/29/19JQ0000/130/!0?00 NE 1/4 OF
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8389,NPG 1�434 17.23' �•�, � ••�,' 24.42' J L6 a
� ,' . N LI�IE DB�IM�PG 475 Z�
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Q ���• •'.�� NE"COR LOT 1. BLOCK 1, �
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W • • ^ �•�•� O�i8�4221. PG 1832
U � � � �ORB`�2�8. PG �12 �
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_ ��`�`�'-- � LINE TABLE
�� _�'--_ ���. LINE BEARMG LENG7H
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� � LB
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PREPARED�B'��. i i
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FLO�A DiE3K�V C�TANTS� /Y�
ENGINEERS, ENVNtONMENTALISTS. SURVEYORS 6 PLA ERS .
3030 Sfarh�r BMd. N�� Port RkMr Fbrldo 34655
T�L (727) e19-758! - Fmc. (723) 049-3648
C�rtMkal� el AWherhatlon Lb 6707 �
81at� o} Fkrlda
��� �' The obove Sketch and/or Land descrtption waa preparod under my eupervieion and ie trus and
� correct to the bsat of my knowiedge and be6sf.
CHECKED � '
� �---— , ? DATE IJ O C �
S.F.N.: ��D WILW►M McDANIEI. PROFESSIONAL SURVEYOR AND MAPPER C FlCATE NUMBER LS 5840 SFAL
� 774' STATE OF FLORIDA
EX H I B IT � DRAWING No.: F1774—LS-1 SHEET 3 OF 3
Parcel No.: 16,�29,/15f00000,[130�0200 030Q & 0400
Exhibi� A
Lega1 Descriptian for 305 S. Qsceola Ave., 311 S. CJsceola Ave.,
and 30U S, Fot. Harrison Ave., Clearwater, FL 33755
��a�, o���►�ho�: .
A par� af �ond bet�n tf�at a�rta� prapecty os d�sc�riEzsd tn Oftici�! Racr�d� ��►a�c 7"�5?.�, Poge 799i. tcget�a� rr�th
a pa�rti�n oE th�t c�a�t �raPerty os� �ea+cribad tn t�l�cla� Recorda 8ock 49B2! pa�e �079, toga+�e� �rith a pcxttor�
qf that c�to� p�r�P�Y o� dea�crib�ad bt tlttk.k►r R+�ards Haok 8368. Pope 1�� ait nf th�+ P'ub�lc R�cairde� af
Pmapos C�wnt�► Ft� I�ts� �xithl'�t Sect� 16, ToaGn�ship 29 Stwth, Ran�+a i8 E�#, �t�e#fcttr Caunt�, Flwrldcr b��ng
rno�re parictcuraiy d�er� as fona,e►�
CtN�C1�fNC� a! the Na°t3�e�st comer af Sec#tcn i�� Tc►rw�nehip 29 Scwth. Rangr� 15 Ec�t, Pinsllos CauntyR Ftcrido;
s�id cor�r��r lying� Nt�t`01`56"� 2,6�:�•�1 fee� frorn th+a :outheost s�mar of 4�ta Nart�t�aa4tt 1 f4 cfi �id Secttan 1�r
r�e1n9 ttrt� b�s o! be�ng�r for #hts le�� de�criptior�); thenc� N89'�6'15"W,, clang; the Narti► I�na of {Ete Et�t 1,/�
of s�i� �larthe�tet 1/� of 5e+ctlaet 16. for ty322.5�� fe�k to tha Ncor#hvrest camer af sriid Ea:t 1/2 af th�
Nac3heast 1 f4 of Sect�an 16; thence St70'05'�"W� akut#� tlra VY�t� lina aE' �aid E�at �f2 ot thc NorUtaask i�'4 oi
S�ciFon ��� for 1,�84,�4G 4�e�a�; #h�nce taQVing so�! W�st Iins af the E�s# 1�� af th+� Nsu��r�t t f4 ai so�rtlon
1�� N#38'S6'�+Q'W, fa" 2&DO ieeE 10 the Ncrthe�cs� c.o�rte�' �f Lot 1, 8io+clt t. aCtatdln� to the tat c��" t'1,�1�1' t}F
e+s
CLEAR WA7ER HAR80R. FLA. a�s rec�arr��rd in peed �todc K. imge 47S Qf #hc P�blia l2e� cf HP!�oco� Cnunty.
�torlda, af wt�ich Ptn�a� �o�,mt.� w� ��r'merly c pa� some be�ng th�e So�sih�va# c��orrn+� o� that cerfdr� pr�ty
a� d�scr�,ee# i� t�tft�'at Reeo�rd� Bae�k �6i62. Page 1t�?9 ot tt�e Ru�►Ita R+�arda ot Ptrte3ias Ccunly. Fio�da; th�ce
td�'7"�,5"56`£, atang a pna 28.00 fr�et W�at ot nnd p�mallel �rith s�td V4f� I�rte at the Eoat 9� of the t�a�theast
f/'�� ot a'`�tk�t `l�6. �1rA�E ttai�lg '#�1�M �Ck I�ir�'�sf��ict ' c�taur pro�erl�r-�os��des�l�ct i� �ftt�t� ftncards•Ba�ic��l�B+2;. .
parga tQ7�S� far �4+�3 taet to the POt�N"� �" �p�1NING: thsnca tacrwtr�� �d £cst �ine of thot ceitain praperty a�
d�ct�ed �a Of�idal #t�ecorda 8aok �t8��. A�oge 10794 N�B`5S'3Q"'�VV. ola�t� o IG�e �4.42 f+r�t �+larth cf a�td paroltel
wi'!h the Ne,�t�h line a�sa�cl Deed M9oe� �. ptig� 475, e�ome b�el�tig a E�e� 24.�2 Lat� Hotti� �f atd peuoltal wiEh the�
Sewth iine of �oT�d cx�rRcxL1 W`aP�ertY aa rf�ed �t 0lttcial Reaorrdar 800k 496u2. po Q 1Cl79, tat 183�!� fi+r�t ta th�
p�rt� ttt 1�te�+t�c�Qn �rt�r �+� IN� I�s of' s�d cart+�tn prcperty o$ da�r��tdl b► O�c! Re�ord� �tt�k 49$�, Po9b
4@79, #be�ra S�IO'�Q8'12'�V'. a�on� aofe� Wes� 11ne of thot c+�rto�n pr e�ty �s �ed � Q�!'�cia�t Ra�td* 8aok
�
496�. p�age 10?9. tor 7.19 fiee� thance lao�virp ssu�f West li�a of ct c+�o�n pr�pert�► o� de�acr�red �n qlft�iai
R�vards �adt 49�2. A�9e i47�, M8�9��8'3+LY'W. ala�n� � lins 17.�!3 leet Marth af on�d p�Ite# wi#h a�otd North i�ne
o# Lia�d 8o�tc 14, p�a�e 47►5„ �rne be�ng a 11n� tT.23 teet t�icxth af ortd pa�� w�th th� �Ctuih i6t� of ihot t�rtaitt
pro�aertY as d�c�ed �rt fNfldd R�ecards Boak &�65� pc�ge 1�34 of lh�a P'ctWl+c Re�ords �a# Pi�e�i�a Cot�My� Ffaridat,
�or i�Q.25M tea� �tca th� p+�k►� a� �+tetaectNr�t with the W�esE f�r►e a! �ai�d exi'tokt pro�+er�y as d�bad �n l�t�fl"c[al
R�cards Boole 8358, Poge 1434: tl�er�e NDO�"13'.�!`�,► +��r►g a�id Wnst �€na� o� ihot certo� property as des�r�ed tr�
Ctf#ir�a1 R�c�ds �oolc 63B:h. ps�e 1434 �d tho Wa�t I�w �ol` l�at �+�tQt� pr�aparty vs da�act9�ad i� t�tl�ck�l �tecaorder
Baak 7528. pa��a 1991 0!' tt�e E�vbtic Records �s�' P�a�aa Caunt�r.� Floridn. resp�ecktvety►, tor �43.24 fea� 1a tha
Na�thhwts� c�m�- of a� cx�rtctn pnoperty c� ;d',z�cr�i�s! tn 8fiic�a! aacw�s � "7'S�B� Pago i�91► tkarrco
M��'t�"�. �� a� �r�� �,� at �w � ��ty � ��� ti +rx� a���� e�� �s��, pag� ����,
sarr�a b�ng a� so=ethafy ihe �04" tht�t carto� �ertx as dosc�ed in (7�i��o1 Rc�cards Boofic 5288, pcage 188 a�' thc�
Pubtic Raaw'ds a� F'in�v� Cvunty, F'�arida. 1�O.t�"? ieat !o th� �F�rlheo�t eomrr Qt sald aer#�a#n propan�ty as
da�ed h Qfifi�ol R�ds �3a� 7528. pc�g�s 199'�; thanc� S�C1'08''!2""MMl1, dott4 �lha Ea�! I�ne �! �id cattdir�
�rty� aa dessx�ed �n► t1tf�6of Rc�orda BvoiE 7�28�, pag� 188lr sarna fretng o 1M1teat�tiy I�te � aa� cattoin
�� �a d�cd i� t)H�"idl Reae�rda Be�ak �288, po�� 16�, far 53.1R !ee! ta tha Nar3F,weu� cc�m+�r o� sotd
3n �tncaperty a�g dascc�lbed � afticiol Recc�rds 8aok 962. p+nga )QT9r thcnc,a te�v�g sc�id Ea�t �'nr� ci that
certoi� pn�p�ty aa� d�sariba�d in +Dtf�dd �tewwr�er ��als 75�,, pa�e 19�@1! "a�'�r�8'�`, cton�p �ha Mor�h llna af �a"Id
ce�tta�rr propeerty ct� d+�ed' ln Ofi'kid R�rca�t 8adt �'962� Po9e 'tOT9, same beln�g t� Soulheti� ihe �t �aW
carta&� P�rapertY c�a daa�riba�d In Ofillobl Ra�r+d+� @csak ��86! Poge 188, tar 1��� t'ea# to tha Atarthecu�, com�r' af
s�c�d cattotn p�'op�y os d�*�t+�i In Offlcid tte+aar��ds Boark �9B2,�ayie 1pT9; ther�e: S�BY'f�`��'"W, abt►g #a#d Ea�st
1&�e af #hat ex�lr�iee► ptaper3y os d�►ss�d ln iylfFcia� Rs�aards 8 49��„ �age 10T�� sasne° br�hg said t+�ta �S.Ota
feet W�ast ot and d �rt#h #ho Wtsa't Iin� af t�a �a�t t j2 afi fha Narth+�a�# t j� ot Se�on 16. tar 9�.5� Taet
ar
to the P�iNT OF E�MN�G.
Gont�[ng 36.�6A �uara fc+et or 4.8?B c�a�as, rr��s c�r �aes.