FLD2004-12083
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Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone 727-5624567
Fax 727-5624865
r:J SUBMIT APPLICATION FEE $
CASE #. __________________
DATE RECEIVED ________
RECEIVED BY (staff Initials) ___
ATLAS PAGE # __________
ZONING DISTRICT ______
LAND USE CLASSIFICATION ___
SURROUNDING USES OF ADJACENT
PROPERTIES
NORTH _____
SOUTH
WEST
EAST ______
r:J SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
r:J SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Including
1) collated 2) stapled and 3) folded sets of site plans
* NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE DEVELOPMENT APPLICATION O:'R I GIN A L
Comprehensive lnUD Project (Revised 12/3012004)
- PLEASE TYPE OR PRINT -
A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4.202 A)
APPLICANT NAM E _CWMC-.,...-L.L.C..-
MAILING ADDRESS --2..Q.4lL..N......E-~ C' (1::'1 r' nIT) CI n R n
C'leaLw::'Iho>r, F'T. 117nC;
PHONE NUMBER _U2'LL 441 -1 9 51
FAXNUMBER -1J27J 449-1724
PROPERTY OWNER(S) North Bay Commun 1 t Y Church, I TIC.
(Must Include ALL owners as listed on Ihe deed - provide onglnal slgnature(s) on page 6)
AGENT NAME
Tom Radcllffe~o Lloveras, Baur & stevens
MAILING ADDRESS _2.92.2JL_li.....R..----.Hwy.. 1 ~.N.o.:t:..th., C 1 e a rw ate. r, F L-3_126..L-___
PHONENUMBER -1727) 784-3965
FAXNUMBER illll 784-8153
CELL NUMBER
E-MAILADDREsstradcllffe@lbsonllne.com
B PROPOSED DEVELOPMENT INFORMATION (Code Section 4-202 A)
STREET ADDRESS of subJect site 3190 McMullen Booth Rd. L~!ea~e-EfVE9-
LEGAL DESCRIPTION See Attached S 1 te Plan
PARCEL NUMBER
(If nol listed he re p lease note the location of thIS docume nt I n the su bmltta I)
2 1 2 8----l--6--9..2.6-7-S-0..0..O........-(Ll-O-O--
FEB 0 tf 2005
PARCEL SIZE ~L...2;d-Ag~....____W--l--2 7 3 -SL----PIANNING--IJE-PARiME-NJ-
(acres, square feet) CITY OF CLEARWATER
PROPOSED USE(S) AND SIZE(S) Me <3 ~ c a 1 Cl ~ n' .... .....oL-2.D.,-4...8..1. c:: r 0., sSP, ::'I c:: Ii e f 1 n po n by
(number of dwelling Units, hotel rooms or square footage of nonresldentJal use) C 1 e a rw ate r Cod e
DESCRI PTION OF REQUEST(S) _s...e eAt t rI ~ he.d-Exblhl....L-
Attach sheels a nd be specific whe n Id e ntlfylng the req uesl (I nel ude a II req uesled code d eVlahons, e g red uCtl0n In req U Ired n umber of parking spaces. specific use, elc )
Page 1 of 7 - FleXible Development Comprehensive Infill ApplicatIOn 2005- City of Clearwater
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ORIGINAL
DOES THIS APPLICATION I NVOL VE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UN IT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES ___ NO _ (If yes, attach a copy of the applicable
documents)
C PROOF OF OWNERSHIP (Code SectIon 4.202 A 5)
o SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see
page 6)
o WRITTEN SUBMITTAL REQUIREMENTS. (Code Section 3-913.A)
o Provide complete responses to the SIX (5) GENERAL APPLICABILITY CRITERIA - Explain how each cntena IS achieved, In detail
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
See Attach~n Exhlhlr
2
The proposed development will not hinder or discourage the appropnate development and use of adjacent land and bUildings or Significantly
Impair the value thereof
See Attached Exhlblt
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 Attached Exhlblt
4 The proposed development IS deSigned to mmlmlze traffic congestion
________-See.._.A.tlache~xhlbi.t_
5 The proposed development IS consistent With the commUnity character of the Immediate VICInity of the parcel proposed for development
-E.e~ ttacged -Exhlbl t________________
6
The deSign of the proposed development mInImIzes adverse effects, Includmg visual, acoustic and olfactory and hours of operalion Impacts,
on adjacent properties
See Attached Exhlblt
o ProVide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain
how each criteria IS achieved In detail n
~ development or redevelopment of the parcel proposed for development IS otherwise Impractical Wlthoft&G ~ 1\ ~E~
and development standards ~il uV' II r;.I
---------See..-A.t..t.ached Rxh 1 h~t.---------fEBQ1J: 2DD5---
Page 2 of 7 - FleXible Development ComprehenSive Infill ApplicatIOn 2005- City of Clearwater
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2 The development of the parcel proposed for development as a comprehensive Infill redevelopment project or residential mfill project Will not
reduce the fair market value of abuttmg properties (Include the eXlsllng value of the slle and the proposed value of the site With the
Improvements)
~ee-Attachen F.~hlr
-------rtf}-I-F"ftt-1\-t
__~__UJ:ilULL'U:lL-
3 The uses wlthm the comprehensive mfill redevelopment prOject are otherwise permitted In the City of Clearwater
See Attached Exhlblt
4 The uses or mix of use Within the comprehenSive mfill redevelopment project are compatIble WIth adjacent land uses
S e~At.tacb.e.d__Exhl.b~.t
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
Spp l>. r r ache.d-.ExmhJ....t._________
6 The development of the parcel proposed for development as a comprehenSive Infill redevelopment project Will upgrade the Immediate VIClnlly of
the parcel proposed for development
----------S-e-e-A-t..t.~ed___Exh_.1_bl t
7 The deSign of the proposed comprehenSive lnfill redevelopment project creates a form and funcllon that enhances the commUnity character of
the Immediate VICInity of the parcel proposed for development and the City of Clearwater as a whole
---See----At.-t.acl:l~.x.h-~-
6 Flexlblhty In regard to 10\ Width, reqUired setbacks, height and off-slreet 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
_____________-.S.e..e-At.tached Exh lbJ...L_____________
g 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 parcel proposed for development
-----______-Se.e..-Atlached.-Exhibl t
10 The deSign of all bUildings complies With the Tounst Dlstnct or Downtown Dlstnct deSign guidelines In DIVISion 5 of Article 3 (as applicable)
Use separate sheets as necessary
~31VMM'i31:> :iO AJ.I:>
--D\J3l1\JR1Vd:lu eNINmcl
___________::?ee AttagJled Exhlblt
--~00l-1U)---Bl:L-
a3^13~3~
Page 3 of 7 - FleXIble Development ComprehenSive Infill Application 2005- City of Clearwater
E STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Cntena
Manual and 4-202.A,21)
A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS All applications that Involve
addition or modification of Impervious surface, Including bUildings, must Include a stormwater plan that demonstrates compliance With the
City of Clearwater Storm Drainage DeSign Cntena manual A reduction In Impervious surface area does not qualify as an exemption te
thiS requirement
If a plan IS not reqUIred, the narrative shall provide an explanation as to why the site IS exempt
ORIGINAL
lJ At a minimUm, the STORMWATER PLAN shall Include the follOWing
EXisting topography extending 50 feet beyond all property lines,
Proposed grading including finished floor elevallons of all structures
All adjacent streets and muniCipal storm systems
Proposed stormwater detenllon/retenllon area Including top of bank, toe of slope and outlet control structure
A narrative descnbmg the proposed stormwater control plan Including all calculallons and data necessary to demonstrate compliance With the
City manual
Signature and seal of Flonda Registered ProfeSSional Engineer on all plans and calculations
lJ COpy OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL
(SWFWMD approval IS reqUired pnor to Issuance of City BUilding Permit), If applicable
Q Acknowledgement of stormwater plan reqUirements (Applicant must initial one of the follOWing)
___ Stormwater plan as noted above IS Included
__ Stormwater plan IS not reqUired and explanallon narrative IS attached At a minimUm, a grading plan and finished floor elevallons shall be
proVided
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWA TER PLAN AND
NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY
OCCUR
If you have quesllons regarding these reqUirements, contact the City Pubhc Works Administration Englneenng Department at (727) 562-4750
F
SUPPLEMENTAL SUBMITTAL REQUIREMENTS. (Code Section 4-202 A)
CI
SIGNED AND SEALED SURVEY (including legal descnpllon of property) - One original and 14 caples,
Q
TREE SURVEY (including eXisting trees on site and Within 25' of the adjacent site by speCies, size (DBH 4" or greater) and locallon,
including drip hnes and Indlcallng trees to be removed) - please deSign around the eXiS/mg trees
lJ
LOCATION MAP OF THE PROPERTY,
lJ
PARKING DEMAND STUDY In conjunction With a request to make deViations to the parking standards (Ie Reduce number of spaces) Prior
to the submIttal of thiS application, the methodology of such study shall be approved by the Community Development Coordinator and shall
be In accordance WIth accepted traffiC englneenng pnnclples The flndmgs of the study Will be used In determining whether or not
deViations to the parkmg standards are approved.
o
GRADING PLAN, as applicable,
o
PRELIMINARY PLAT as reqUired (Note BUilding permits Will not be Issued until eVidence of recording a final plat IS prOVided)
o
COpy OF RECORDED PLAT, as applicable,
G
SITE PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A)
o
RECEIVED
SITE PLAN With the follOWing Informallon (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 referencmg IndiVidual sheets Included In package,
Footpnnt and size of all EXISTING bUlldmgs and structures
Footpnnt and size of all PROPOSED bUildings and structures,
All reqUired setbacks,
All eXisting and proposed pOints of access
All required Sight triangles,
Idenlificatlon of environmentally unique areas, such as watercourses wetlands, tree masses, and speCimen
trees, mcludlng descnptlon and locallon of underslory, ground cover vegetallon and Wildlife habitats, etc,
Locallon of all public and private easements,
Localion of all slreet nghts..of-way Within and adJacent to lhe slle,
FEB 0 4 2005
PLANNING DEPARTMENT
CITY OF CLEARWATER
Page 4 of 7 - FleXible Development ComprehenSive Infill ApplicatIOn 2005- City of Clearwater
Location of eXlstmg public and private ulllllles, mcludmg fire hydrants, storm and sanitary sewer lines, manholes and 11ft stallons gas
and water lines,
All parking spaces driveways loading areas and vehicular use areas,
Deplcllon by shadmg or crosshatching of all required parking lot mterlor landscaped areas
Locallon 01 all solid waste contamers, recychng or trash handling areas and outside mechanical equipment and all reqUired screen 109 {per
Section 3.201 (D)(I) and Index #701}
Locallorl of all landscape matenal,
Location of all onslte and off SIte storm-water management faCIlities
LocatIOn of all outdoor lightmg fixtures, and
Locallon of all eXisting and proposed Sidewalks
ORIGINAL
I:J SITE DATA TABLE for eXlstmg, required, and proposed development In written/tabular form
Land area 10 square feet and acres,
Number of EXISTING dwellmg Units,
Number of PROPOSED dwelling Units,
Gross floor area devoted to each use,
Parking spaces total number, presented 10 tabular form With the number of reqUired spaces,
Total paved area, Includmg all paved parking spaces and driveways, expressed In square feet and percentage of the paved vehicular area,
Size and species of all landscape matenal,
OffiCial records book and page numbers of all eXisting utility easement,
Building and stfucture heights,
Impermeable surface rallo (I S R ), and
Floor area rallo (F A R ) for all nonresldenllal uses
I:J REDUCED SITE PLAN to scale (8 1. X 11) and color rendering If pOSSible,
I:J FOR DEVELOPMENTS OVER ONE ACRE, prOVide the followmg additIOnal mformatlon on site plan
One-foot contours or spot elevallons on site
Off site elevallons If reqUired to evaluate the proposed stormwater management for the parcel
All open space areas,
Location of all earth or water retammg walls and earth berms,
Lot lines and bUlldmg hnes (dimenSIOned),
Streets and drives (dimensioned),
BUlldmg and structural setbacks (dimensioned),
Structural overhangs
Tree Inventory, prepared by a "certified arbonst" of all trees 8' DBH or greater, reflectmg Size, canopy (drip hnes) and condition of such trees
H LANDSCAPING PLAN SUBMITTAL REQUIREMENTS (Section 4-1102.A)
I:J LANDSCAPE PLAN
All eXlstmg and proposed structures
Names of abuttmg streets,
Dramage and retention areas mcludlng swales Side slopes and bottom elevallons,
Delineation and dimenSions of all reqUired perimeter landscape buffers,
Sight VISibility triangles,
Delineallon and dimenSions of all parking areas Includmg landscapmg ,slands and curbmg,
Proposed and reqUired parkmg spaces
EXlstmg trees on-site and Immediately adjacent to the site by speCies, size and locatIOns, Includmg dnpllnes (as Indicated on
re q u Ired tree survey),
Plant schedule With a key (symbol or label) Indicating the Size, descnpllon, speCifications and quantities of all eXlstmg and proposed
landscape matenals, including botanical and common names
Location size and quanlllles of all eXisting and proposed landscape matenals, mdlcated by a key relatmg to the plant schedule,
TYPical planting details for trees, palms shrubs and ground cover plants Including mstructlOns, SOil mixes, backfilling, mulching and
protecllve 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 condlllons Imposed by the Community Development Board),
Irngallon notes
I:J REDUCED LANDSCAPE PLAN to scale (8 1. X 11) (color rendering If pOSSible)
I:J IRRIGATION PLAN (reqUIred for level two and three approval)
I:J COMPREHENSIVE LANDSCAPE PROGRAM appllcallon as applicable Landscape assOCiated With the ComprehenSive
Landscape Program shall exceed minimum Code requirements to offset the areas where mmlmum Code Will not be met
RECEIVED
FEB 0 4 2005
Page 5 of 7 - FleXible Development ComprehenSive Infill ApplicatIOn 2005- City of ce~NING DEPARTMENT
eTtV'OF CLEARWATER
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS. (Section 4-202 A 23)
Required m the event the application mcludes a development where design standards are In Issue (e g Tourist and Downtown Dlstncts) or as part
of a Comprehensive Infill Redevelopment PrOject or a Resldentlallnfill Project
Q BUI LDING El!.EV A TION DRAWINGS - all sides of all bUlldmgs mcludlng height dimenSIons, colors and matenals,
Q REDUCED BU ILDI NG ELEVATIONS - four sides of bUlldmg with colors and matenals to scale (8 Y:. X 11) (black and white and color rendermg, If
possible) as required
J SIGNAGE (DIvIsion 19 SIGNS I Section 3-1806)
Q All EXISTING freestanding and attached signs PrOVide photographs and dimenSions (area, height, etc) Indicate whether they Will be removed or
to remain
Q All PROPOSED freestandmg and attached signs, PrOVide details Includmg localion, Size, heIght, colors, materials and drawmg freestandmg signs
shall Include the street address (numerals)
Q ComprehenSive Sign Program appllcallon as applicable (separate application and fee reqUired)
Q Reduced Slgnage proposal (8 Y:. X 11) (color), If submlttmg ComprehenSive Sign Program applrcallon
K TRAFFIC IMPACT STUDY' (Section 4.202 A 13 and 4-801 C)
Q Include If required by the Traffic Operallons Manager or his/her deSignee or If the proposed development
. Will degrade the acceptable level of service for any roadway as adopted In the ComprehensIve Plan
Will generate 100 or more new vehIcle dlrectlonaltnps per hour and/or 1000 or more new vehicle tnps per day
Will affect a nearby roadway segment and/or Intersection With five (5) reportable aCCidents Within the prior twelve (12) month penod or that IS
on the City'S annual list of most hazardous mtersecllons
Tnp generallon shall be based on the most recent editIOn of the Inslltute of Transportallon Engmeer's (ITE) Tnp General Manual
The Traffic Impact Study must be prepared m accordance With a "Scopmg Meetmg" held With the Traffic Operallons Manager and the Planning
Department's Development ReView Manager or their deSignee (727 .562-4 750)
Refer to SectJon 4-801 C of the CommUnity Development Code for excepllons to thiS reqUirement
o Acknowledgement of traffic Impact study reqUirements (Applicant must mlllal one of the followmg)
___ Traffic Impact Study IS Included The study must mclude a summary table of pre- and post-development levels of service for all roadway
legs and each turning movement at all mtersecllons Identified 10 the Scoplng Meeling
__ Traffic Impact Study IS not reqUired
CAUTION -IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY
AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY
OCCUR
If you have quesllons regarding these reqUirements contact the City Public Works Admmlstratlon Engmeenng Department at (727) 562-4750
L
,..
STATE OF FLORIDA. COUNTY OF PINELLAS 2ro
,sw~.!:.n _ to and subSCribed before me thiS ~ day of
~.xu..Pt~, A D 2ob_:5 to me and/or by
_ , who IS Ilersonally know[1 has
produced ________________ as
Identification
,'1iA~'M::t" Mory M Wolf
~~TA"'if:r.. MY COMMISSION II 00004238 EXPIRES
2005 ~~,] March 6, 2005
FEB 0 4 ";~!l~,n>~<' SONDEOTHRUllIOY FAIN INSURANC~ INC.
Page 6 of 7 - FleXible Development ComprehenSive Infin Application 2005- CIty of Clearwater
PLANNING DEPARTMENT
CITY OF CLEARWATER
AFFIDAVIT TO AUTHORIZE AGENT
NORTH BAY COMMUNITY CHURCH. INC.
(Names of all property owners on deed - please PRINT full names)
That (I am/we are) the owner(s) and record tllle holder(s) of the following described property (address or general location)
3190 McMullen Booth Rd._
<:1 prlrwrlh"'r.
.
FT. ii7f)1
2 That this property constitutes the property for which a request for a (describe request)
FleXlble DeveloDment Comprp-hp-n~ivp- lnfl11 Rp-op-vp-lnpmRnt
PrOlect
3 That the underSigned (has/have) appOinted and (does/do) appOint
CWMC, LLC or LLOVERAS, BAUR, STEVEN
"
as (his/their) agent(s) to execute any petlilons or other documents necessary to affect such petition,
4 That thiS affidaVit has been executed to Induce the City of Clearwater, Flonda 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 appllcailon and the owner authOrizes City
representatives to VISit and photograph the property deSCribed In thiS applicailon
6 That (I/we) the undersigned authOrity, hereby certify that the foregOing IS true and correct
~ r-z,A'/A4A_ PAJI--~" j),
Pro~rtyOwner - ___r --/ ' ,
\ -
Property Owner
Property Owner
Property Owner
ST ATE OF FLORIDA,
day of
I t duly sworn
My Commission Expires
RECEIVED
5 !Planning DepartmentlApplicat/Dn Formsldeve/opment rev/ewlflex/ble development comprehenSive In'''! applicatIOn 2005 doc
FEB 0 4 2005
PlANNING DEPARTMENT
CIlV OF CLEARWATER
Page 7 of 7 - FleXible Development ComprehenSive Infill Application 2005- City of Clearwater
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ORIGINAL
B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A)
B DescnotlOn of Request(s)
The applicant requests flexible development approval as a Comprehensive Infill
Redevelopment Project, In order to allow a medical clinic In the "I" zoning district,
whit (I) a side setback to pavement (on north) of 5' where a 10' setback IS
required by Code, and (11) a side setback to pavement (on south) of a 0' where a
10' setback IS reqUIred by Code
Although a medical cliniC IS an approved use under the "Flexible Standard"
category of the "I" zoning diStriCt, the project does not meet the sIde setback
requirements to qualify for Levell approval Therefore, the applicant seeks
approval as a Comprehensive Inflll Redevelopment Project The project satisfies
the follOWing
RECEiVED
FEB 1 4 2005
PJANNING DEPARTMENT
CI1Y OF CLEARWATER
a
MInimum lot area of 20,000 square feet ThiS site contains 111,273
square feet MOL, greatly exceeding the required FleXible Standard
Development Standards As a result the subject property meets the
requirements under the ComprehenSive Inflll Redevelopment
Project
Minimum lot Width of 100 feet ThiS site contains 308 66 feet,
greatly exceeding required FleXible Standard Development
Standards and thus meeting any lot Width reqUirements under the
ComprehenSive Infill Redevelopment Project
We meet or exceed all minimum required setbacks on the east and
west Sides of the site
1 The north Side of the site abuts a detention/retention pond
owned by Plnellas County As a result of a prevIous taking by
Plnellas County, the northern property line has an Irregular
shape As a result of thiS Irregular shape, we are proViding the
required ten (10) foot set back on all but a small portion of the
eastern Side of thiS northern boundary On thiS small portion of
the property, we are requesting a five (5) foot setback to
pavement ThiS Will not Impact the nelghborrng property to the
north as thiS portion of the Plnellas County land IS already
heaVily treed and landscaped
2 We are requesting relief from the requirement of a ten (10) foot
setback to pavement on the on the south Side of the Site ThiS
area IS presently comprised of paved walks and Ingress/egress
pOints from the North Bay Community Church bUilding (the
current owner and seller of the subject property) onto the
eXisting paved parking area The applicant Will be substantially
Improving thiS area by removrng and replaCing the paved
parking lot and the Applicant Will be substantially Improving the
landscaping In thiS portion of the site AddItionally, the North
Bay Community Church has requested that the applicant
continue to allow the eXisting paved walks on the Church's
b
c
~ECEiVED
FEB 1 4 2005
PlANNING DEPARTMENT
env OF CLEARWATER
d
ORIGINAL
property to access the parking lot The Church may desire to
use the Applicant's parking area on Sunday mornmgs when the
medical clinic IS closed
Maximum height of thirty feet This bUIlding will be 30 feet high and
In accordance with all applicable City of Clearwater Codes
MInimum off-street parking IS 50/1,000 square feet ThiS site
contams 508/1,000 square feet thus exceeding the required
number of parkmg spaces The City requires 103 parkmg spaces
and the Applicant IS provldlng1 04 (In accordance with the City's
request to save trees, the Applicant has eliminated 3 of the parking
spaces and will construct a total of 101 parking spaces)
There are no deviations from the gUidelines as set forth In the Code other than
noted herein Additionally, Medical CliniC IS a permitted use m the Institutional
District and we meet or exceed all FleXible Development Comprehensive Inflll
Redevelopment Standards
e
D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A\
1 The proposed development of the land Will be In harmony with the scale bulk.
coveraqe, densJtv and character of adjacent properties In which It IS located
The proposed medical cliniC Will fit perfectly With the character, scale, bulk,
coverage and denSIty of the surrounding properties Additionally, the proposed
project Will enhance the scenic quality of the City of Clearwater As an example,
to the northeast IS the Mease Countryside Hospital medical campus which
comprises a SIX (6) story hospital bUlldmg, a 145,000+ square foot five (5) story
medical arts building and two three (3) story profeSSional medical bUildings
totaling 45,700+square feet Directly to the east IS The Fessler Center that
contams eight (8) Single story medical and profeSSional office bUlldmgs totaling
ove r 37, 1 00 sq ua re feet To the so uth ea st IS, a mo ng other stru ctu res, the Sl ng Ie
story Countryside Cancer Center and the two (2) story Diagnostic CliniC bUilding
which contains 52,000+ square feet Immediately to the north of the subject
property IS a Pmellas County detention area It IS Important to note that a portion
of thiS detention area adjacent to the subject property IS thickly wooded and
appears to be used as a home by vagrants Directly to west IS a detention area
and creek area Directly to the south of the subject property IS the North Bay
Community Church, which contains a sanctuary and a day school The church
faCIlity IS used primarily on Sundays The redevelopment of thiS parcel on
McMullen Booth Road Will eaSily fit With the characteristics of nearby properties
The proposed use Will not be adverse to the publiC Interest and Will allow the use
of the subject property In a manner that fills a publiC need and which WIll further
Improve the area
2 The proposed development Will not hinder or discourage the aooropnate
development and use of ad/acent land and bUlldlna or slanlflcantlv Imoalf the
value thereof
I'''~''!I .. ....",
FEB _ - 2005
ORIGINAL
PlANNING DEPARTMENT
CITY OF CLEARWATER
The proposed medical clinic will not change the nature of the uses appropriate to
this property This project will Improve the value of all surrounding properties and
make slgmflcant Improvements In the way of parking and landscaping which will
enhance the beauty of the area and support of the quality of life of the citizens of
the City of Clearwater without adversely Impacting the Integnty of adjacent
reSIdential and commercial neighborhoods
3 The orooosed deve/ooment wIll not adversely affect the health or safety or
oersons reSIding or worklnO In the ne/ohborhood of the orooosed use
The proposed medical cliniC Will not have an adverse effect on the health or
safety of persons In the area ThiS faCility Will eliminate an older and potentially
dangerous barn bUilding and remnants of old and Jagged concrete and asphalt
The addition of practicing phYSICians Will benefit the health and safety of the
neighborhood, while at the same time Improving the scenic beauty of what IS
currently a blIghted lot The addition of thiS project Will enhance property values
for all surroundIng property owners
4 The orooosed deve/ooment IS des/oned to minimize traffic conoestlOn
The site IS deSigned for ease of traffic flow In and out of the property We Will
eliminate one of the two current entrances to McMullen Booth Road ThiS Will
also reduce the number of curb cuts to only one (1) Certain cross access
features currently do eXist and Will be added which Will also Improve traffic flow
The Traffic Impact Study prepared by Gulf Coast Consulting, lnc which was
submitted with thiS application, concludes "With the additIon of background traffic
from a nearby medical office and the Impacts of thiS project, acceptable levels of
service Will be maintained and average travel speed Will not be Significantly
reduced"
5 The oroODsed deve/Doment IS consistent with the communIty character of
the Immediate VICInIty of the oarce/ orooosed for deve/ooment
The proposed site Will be appropnate for the surrounding community As
discussed In #1 above the area IS replete with thiS kind of structure proViding
services to the area Mease CountrySide Hospital, Diagnostic CliniC, The Fessler
Center, CountrySide Cancer and CountrySide Surgery Center are all neighbors of
the proposed project and all proVide a pattern of Similar use The proposed
development IS consistent with and Will raise the standards of the community
character of the Immediate vIcinity
6 The des/on of the oroODsed develoDment minimiZeS adverse adverse
effects. Includlna Visual, acoustIc and olfactory and hours of ooeratlOn Imoacts on
ad/a cent orooertles
The proposed development Will greatly enhance the adjacent properties by
developing a property In total compliance with the Code as to landscaping and
attractive structures Development of thiS site WIll Improve the visual Impacts on
adjacent properties by eliminating an outdated and potentially non Code
compliant barn bUIlding and Jagged and old concrete and asphalt There Will be
I'I.~I.!J Y L...,
Flu 1 4 2005
PlANNiNG DEPARTMENT
CIW OF CLEARWATER
no hours of operation Impacts or olfactory Impacts on surrounding properties
There will be no adverse effects generated by the proposed development
ORIGINAL
ProvIde comolete resoonses to the ten (1OJ COMPREHENSIVE INFILL
REDEVELOPMENT PROJECT CRITERIA (as aoollcable) - Exolam how each
criteria IS achieved, m detatl
1 The develooment or redevelooment of the Darcel oroposed for
develooment IS otherwIse Imoractlcal wlfhout devlattons from the use, mtens/tv
and develaoment standards
Without deViatIons to gUidelines such as setbacks, Impracticalities would eXist In
the development of the site The only deViation from setback results from an
eXisting use and an Irregular property line as discussed above ThiS site IS
unique In configuration and ItS eXisting relatIonship to the eXisting facilities
retained by the seller to the south In addition, the property has substantial relief
that mfluences the grading of the proposed faCIlities and the relationship of those
faCilitIes to the property lines and the eXisting structures to the south
2 The development of the Darcel prooosed for develooment as a
comorehens/ve mflll redevelooment proJect or reSIdentIal mflll ora/ect Will not
reduce the fair market value of abuttlna orooertles (Include the eX/stlna value of
the stfe and the orooosed value of the sJte WIth the tmorovements )
Far from redUCing the value of abutting properties, the project Will tremendously
enhance the value thereof The current assessed value of the property IS
$457,900 00 The projected value of the site With Improvements Will Increase to
approximately $5,000,000 00
The setback adjustment to parking requested on the north boundary IS to a utility
parcel owned by Plnellas County ThiS parcel has no marketable value Since It IS
a narrow strip of land and IS perpetually encumbered
The setback adjustment on the south Side IS abuttIng the seller's retained
property and places the parking at the same dIstance from the eXisting church
structure as currently eXists
3 The uses wtfhln the comorehenslve mf1f1 redevelooment orOlect are
otherwtse permItted m the Cltv of Clearwater
The proposed use IS permitted m the district
4 The uses or mix of use WIthin the comprehenSive mf1f1 redevelooment
ora/ect are compat/ble wIth adJacent land uses
The proposed use IS compatible With other surrounding uses As noted above,
Mease CountrySide Hospital IS northeast of the proposed property, The Fessler
Center IS east of the subject property, and the CountrySide Cancer Center &
ORIGINAL
DIagnostic ClinIc facIlity IS southeast of the property North Bay Community
Church IS south of the subject property and the Plnellas County retention pond IS
north of the subject property Most Important, the proposed project will not have
an adverse public Impact and will not be a detnment to the value of surrounding
properties Providing medical services not only to the Individual area but also
beyond the area will well serve the citizens of the City of Clearwater as a whole
5 SUItable sItes for development or redevelopment of the uses or mIx of
uses within the comorehenslve Inflll redevelopment oroleet are not otherwIse
avaIlable In the CIty of Clearwater
There are currently no available sites anywhere surrounding or In the VICinity of
the subject property
6 The develooment of the parcel proposed for develoDment as a
comDrehens/ve Inf"l redevelopment DrQfect wIll uDQrade the ImmedIate VlcInJlyof
the Darcel DroDosed for develooment
Based upon the type and denSity of faCilities nelghbonng the subject property,
development of thiS site will Improve the Immediate vIcinity of the subject
property and the adjacent properties by eliminating an outdated and potentIally
non Code compliant large two (2) story storage bUilding and Jagged and old
concrete and asphalt Additionally, the Immediate VICInity Includes the Plnellas
County retention pond, North Bay Community Church, Mease CountrySide
Hospital, The Fessler Center, Diagnostic CliniC and CountrySide Cancer Center
The proposed redevelopment carnes on the tradition of newer surrounding
structures Continued Improvement of thiS area Will only continue to enhance the
City as a whole The development and deSign of the project Will benefit the
community both functionally and aesthetically
7 The deslon of the prooosed comprehenSIve Inflll redevelopment Dro/ect
creates a form and functIOn that enhances the community character of the
Immediate VICInity of the Darcel oroposed for develooment and Ctly of Clearwater
as a whole
The deSign of the proposed comprehenSive Inflll redevelopment project IS
beautifully crafted to enhance the site and most Importantly minimiZe Impacts to
the community Approval Will allow redevelopment of the subject property In a
manner that fortifies the character of the project's VICInity Development of thiS
nature [S a key component to appropnate growth In thiS area The City of
Clearwater and the surrounding communities Will espeCially benefit by haVing an
attractive bUilding located In a developing area
8 Flexlbllltv In regard to lot WIdth. reoUlred setbacks. helQht and off-street
Darkmo are Iustlfled bv the beneffts to community character and the ImmedIate
VICInIty of the parcel orooosed for develooment and the CIty of Clearwater as a
whole RECEiVED
FJ:R 1 4 2005
PLANNING DEPARTMENT
C!1V OF CLEARWATER
ORIGINAL
As currently configured this redevelopment Will be a great enhancement of thiS
property and Will add to the values of the adjacent properties and the City as a
whole
9 Adeauate off-street Darklna In the Immediate vlclmtv accordlna to the
shared Darklna formula m DIVISion 14 of ArtIcle 3 WIll be avaIlable to avofd on-
street oarkma In the Immediate v/c/mtv of Darcel orooosed for develooment
As discussed above, on-site (off-street) parking exceeds Code requirements
There Will be NO on-street parking
10 The deslan of all bUildIngs comolies With the Tourist District or Downtown
Dfstrlct design aUldelmes In DIVISion 5 of Article 3 (as aoolicable)
Not Applicable
~lEC[E~VED
J;C'1 I 4 tDG5
PLANNING DEPARTMENT
env Of CLEARWATER
,.
)
I
Ill;.
Planning and Development Services
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone 727-562-4567
Fax 727-562-4576
CASE #.
DATE RECEIVED
RECEIVED BY (staff Imtlals) _____
ATLAS PAGE II
ZONING DISTRICT ____________
LAND USE CLASSIFICATION _____
:'>
()
lJ
SUBMIT ORIGINAL SIGNED ANn NnTARl7I=n APPLICATION
ZONING & LAND USE CLASSIFICATION OF
ADJACENT PROPERTIES
NORTH I
SOUTH I
WEST I
EAST I
1
lJ
SUBMIT 1 COpy OF THE ORIGINAL APPLICATION Including folded site plan
COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS
(ReVIsed 9/19/2001)
D APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4-1001)
APPLICANT NAME r.WMC', LLC
MAILING ADDRESS 2040 N. E. COr:lchmrln Rn I ('1 ear"'7ater, FL 33765
PHONE NUMBER (72 7) 4 4 1 1 9 5 1
FAX NUMBER
(77.7~.9.J 7?4
PROPERTY OWNER(S)
North Br:l Y r.ommlln 1 ry ('h11rch, Inc.
(Must Include ALL owners)
AGENT NAME (Contact Person) T..om Rrli'lc-11. fie c/o Llovoarac Baur & Steu€lns
MAlLlNGADDRESS 29228 u.s. HWy. 19, N. Clearwater, FL 33761
PHONE NUMBER ( 7 2 7) 7 84 - 3 9 6 5
FAX NUMBER fln) 784-8153
The landscaping reqUirements of Article 3 DIVISion 12 may be waived or modified as a part of a level One or
level Two Approval, as the case may be, Jf the application for development approval Includes a ComprehenSive
Landscape Program, which satisfies the follOWing criteria The use of landscape plans, sections/elevatIOns,
renderings and perspectives may be necessary as supplementary information In addItIon to the information
prOVided on thiS worksheet
Architectural Theme
a The landscaping In a ComprehenSive landscape Program shalt be deSigned as a part of the architectural
theme of the pnnclpal bUildings proposed or developed on the parcel proposed for the development
The landscap~nq plan calls for signlflrrlnr lrlnnc~ape arQa wh~rn
is at a dens~ty
In m~ny rlrp~c rnat ~g
~rg~e~tmo
Page 1 oj 3
FF R 1..A..1005
t"LA1\ii\1iNt;i Utt'ARI MENJ
CITY OF CLEARWATER
OR
ORIGINAL
b The design, character, locatIOn and/or matenals of the landscape treatment proposed In the Comprehensive
Lal7ldscape Program shall be demonstrably more attractIVe than landscaping otherwise permitted on the parcel
proposed for development under the minimum landscape standards
Landcap1ng
We have prov1dedt1n excess of the code, the slte is v1sable-
to the publ1C from the east, southeast, and northeast. Thes~
areas h~ve a mult1-t1ered landscape area w1th a comb1nat1on
of trees, shrubs and ground cover.
2 Lighting Any lighting proposed as a part of a Comprehensive Landscape Program IS automatically controlled so
that the lighting IS turned off when the business IS closed
No landscape llght1ng 1S proposed by the appl1cant.
3 Community Character The landscape treatment proposed In the Comprehensive Landscape Program wIll
enhance the commumty character of the City of Clearwater
The appllcant has prov1ded landscape that far exceeds the
amount of landscap1nq of any property 1n th1S vast sectlon
of Mc;Mullen Booth ~Al 'T'hA,"lRnffp.r of l~nd5caOlnq on McMullen
Booth Rd.. and on the other sldes of the slte 15 Slqrnlflcant.
RECt~VED
FER 1 4 2005
PLANNING DEPARTMENl
CIlV OF CLEARWATER
Page 2 of 3
JRIGINAL
4 Property Values The landscape treatment proposed In the Comprehensive Landscape Program will have a
benefiCial Impact on the value of the property In the Immediate vIcinity of the parcel proposed for development
The proposed landscape plan wlll have a slgnlflcant posltlve
lnpact upon the propertles in the lmmedlate vlClnltv of the
<::l1hJP....t- rr"f'prt-y
5 Special Area or Scenic COrridor Plan The landscape treatment proposed In the Comprehensive Landscape
Program IS consistent with any special area or sceniC cOrridor plan which the City of Clearwater has prepared and
adopted for the area In which the parcel proposed for development IS located
The Landscaoe plan meets the Clty'S landscape buffer for the
(;}pvpvplnpmpot nf thp <::llh]prr prnpprty llndp-r thp
Compr\!lhQ""~l."~ l.nfl.ll. We prnvlnp .=. 1S' fr. hllffpr no thp.
p~<::t- w,t-n ~ <::l~nlflr.=.nt- t-nrpp t-lpr l.=.nn<::r.=.pp prngr~m Thp
l~on~r.Olpp wlthln thp pl~n p-xr.ppn<:: thp r.lty'S cndp-
RECEiVED
J:j:R 1 4 2005
pIANN\NG DEPARlMENl
CllV OF CLEARWAtER
::I:Sjm~::venfi~.on __ _
~.t1bci 6!w" (;. ~ a Phca'lbJolDN to
('-, ~~'A f'1noa yY\!). f~'i~~MYCOMMISS~~~~:~1~3R EXPIRE~ f rY\ ~
,--CJ I \ nY'&Y.J!.. ...:i) ~~Jf March 6, 2005 ~
/~'IIr,,~<tl- BOND! D TH ~u I~OV fAIN INSUtAlfC, I Nr
5 apphcatlon forms/development review/comprehensive landscape pfogram apphcatlon 2/1 L/I CJ5" U
Page 3 of 3
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EXTERIOR COLOR SCHEDULE
ORIGINAL
BUILDING FIELD
STUCCO
SHERWIN WILLIAMS
SW 2828
COLONIAL REVIVAL
REceiVED
FEB 0 4 2005
PLANNING DEPARTMENT
CITY OF CLEARWATER
BUILDING TRIM
CANOPY FACIA t SPANDRELS
SHERWIN WILLIAMS
SW 2829
CLASSICAL WHITE
GLAZING
PILKINGTON LOF EVERGREEN ECLIPSE
(SIMILAR TO SW 282')
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INST ~ 91.-J,)0433
me 3, 1393 } :,fJ""
Pl~ELlAS COUNTY FLA
OFF RfC BK 8490 PG 1520
Ptepare4 by , return to:
KARC A.B. BILVERXAH, EBQOIRE
152S B. S_1ch_r Rd., C1vtr., Fl. 34624
paroeI ~o.: 21-2B-16-92675-000-0100
WARRANTY DEED
THIS INDENTURE made thls ~ day of November, 1993. BETWEEN
CLARENCE S. WRIGHT and FLORENCE F WRIGHT, hlS wife, of the County
of Pine lIas, State of Flot"lda Grantor, and NORTH BAY COMXUNITY
6-CHURCH, INC , a Florida not-far-profit corporation, wIth offices
>>jy_Iocated in the County of Pinellas, State of Florida, Grantee, and
whose address 1S 3170 McMullen Booth Road. Clearwater, FL 34621
WITNESSETH, That sald grantor, for and in consideration of the
Bum of Ten and NollOO Dollars and other good and valuable
consideratlons to said grantor In hand paid by said grantee, the
receIpt whereof is hereby acknowledged, has granted, bargained and
sold to the said grantee, and grantee's helrs and asslgns forever,
the followlng descrlbed land, S1tuate, lYlng and belnq 1n Pinellas
County, Florlda, to wlt
~sY~~CEL A, TURTLE BROOKE, according to the map or plat thereof as
~ racorded in Plat Book 97, Pages 96 and 97, PubllC Recorda of
pinellaa County, FIorida.
SUBJECT TO taX85 for the year 1994 and subsequent years
SUBJECT TO easements, rest~ictiona and reaervations of ~ecord.
SUBJECT TO a purchase money first mortgage of even date herewith in
favor of the Grantor in the original SUllI of $355,000 00, which
~ortgage 15 intended to be recorded siMUltaneously here~ith
And said grantor does hereby fully warrant the tItIe to said land,
and will defend the eame against the lawful cla1ms ot all pereons
'l.'homsoever.
IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and
seal tha day and yea~ flrst above written
Signed, sealed' deIivered
n the presence of'
d~u/ ;/ ~U4/~
<LORENCE F WRIGHT I /
Addl;::W~,3~ G 'u-/7 I:;;;:;
STATE OF FLORIDA I COUNTY OF PIHELLAS
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I HEREBY CERTIFY that on th15 day,before me, an officer duly
qualified to take acknowledgements, appeared CLARENCE S WRIGHT and
FLORENCE F WRIGHT, his wife, who are person41Iy known to me, or
who have produced ,~ A .....f11r1-<.'.I /l11f)C>'1- as Ident if .lcat lan
attesting to the identity at thd above Grantors and who executed
the foregoing Instrument and acknQ~ledged before me the exacut.lOn
or the sallie.
WITNESS my hand and offlclaI
aforesald thls ~ day of
~
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ORIGINAL
Countryside West
Medical Clinic
Clearwater, Florida
Stormwater Calculations
RECEIVED
Prepared For
CWMC Partnership
2040 N.E. Coachman Road
Clearwater, Florida 33765
NOV ? 4 2004
,.,,,.
01 At\INING Df PA ~TJ\;!r: fl.''''
"try ,jF ClEARW/"'~
(Y)
Lloveras, Baur and Stevens
Engineers - Surveyors - Planners
29228 U S Highway 19 North
Clearwater, Florida 33761
(727) 784-3965
RECEIVED
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NOV 2 4 ~Z~WfJ:^:{~i'J~\
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Countryside West Medical Clinic
Detention Area Drainage Analysis
November 22,2004
J N 33284
Data:
1 Total SIte Area = 2 55 Acres
2 Totdl Dramage Area = 1 67 Acres
3
EXlstmg SCS S01l Type
My Myakka Fme Sand (HSG BID - C used herem)
We Wauchula Fme Sand (HSG BID - C used herem)
4
EXlstmg SCS Curve Number
o 75 acres IInpervlOus
o 92 acres pefVIOUS
Actual currcnt:
ImpervIOus area = 0 75 Ac 4491 % @ CN 98 = 4401
Pervious area = 0 92 Ac 55 09 % @ CN 79 = 43 52
Water surface = 0 00 Ac 0 %@ CN 100 = 0
WeIghted CN = 87 53 87 used herem
The pre-development eN = 79 is used herein for tbe CXl'itmg conditIOn
5
EXlstmg Tnne Of Concentrallon
Usmg Tr~55, Eq 3 3
FlTst 290' - 7' raJl - 0=0 24 = 24 3 Mms
Total Tc = 24 3 Mmutes
6
Proposed Curve Number
ImpervIOUs area = I 29 Ac 77 25 % @ CN 98 = 75 70
PervIOus area = 0 24 Ac 14 37 % @ CN 74 = 10 63
Water surface = 0 14 Ac 838 % @ CN 100 = 8 38
Weighted CN = 94 71 95 used herem
7 Proposed tune of concentratIOn = to Mmutes
8 Proposed Stage Storage Data
EI 33 00
EI 34 00
EI 35 00
5,953 SF
7.630 S F
9,515 SF
ORIGINAL
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORfGINAL
Analysis:
The detelltJoll system I:'> desIgned to proV1de waler quahly lreaIment for the fi rs1 112' of run-Qff and
attenuation fOf tlle rate of run-off such that the developed rate of run-off \S less than or equal to lhe pre-
developed rate of run-off for a 25 year stonn, 24 hour duratJon
Water Quality:
167 Ac x 43,560 SF lAc / 12" / Ft x 1/2 = 1,031 C F Storage requITed
Resultant water level == 33 48
Re-estabhshment of the reqUlred storage volume IS accomplished usmg a fiJtrauon sub-draJn With tlle
volume bemg re-establtshed mless than 36 hours
Existing Rate of Run-off:
25 year Slorm = 5 00 C F S
(See d.tlilched ADICPR analYSIS)
RECEIVED
Proposed Rate of Run-off:
NOV 2 4 2004
25 year storm == 6 85 CF S
PLANNING DEPA.RTMtf'IT
CITY OF CLEARWA'f
ORIGINAL
STAGE STORAGE DATA
W!L SURFACE SURFACE VOLUME VOLUME
S.F Acres C.F. A.F
33.00 5953 0.1367 0 0.0000
33.10 6111 0.1403 603 o 0138
33 20 6272 0.1440 1222 0.0281
33 30 6434 o 1477 1858 0.0426
33 40 6599 0.1515 2509 0.0576
Water QuaIl. ty Water level = 33.48 (3,031 C F. )
33.50 6766 0.1553 3177 0.0729
33 60 6934 0.1592 3862 0.0887
33 70 7105 0.1631 4564 0.1048
33.80 7278 0.1671 5284 0.1213
33 90 7453 0.1711 6020 0.1382
34 00 7630 0.1752 6774 0.1555
34.10 7809 0.1793 7546 0.1732
34 20 7990 0.1834 8336 0.1914 RECEIVED
34 30 8174 0.1876 9144 0.2099
34.40 8359 0.1919 9971 0.2289
34.50 8547 0.1962 10816 0.2483 NOV 24 2004
34.60 8736 0.2006 11680 0.2681
34.70 8928 0.2050 12563 0.2884 PLANNING DEPARTMENT
34.80 9121 0.2094 13466 0.3091
34 90 9317 0.2139 14388 0.3303 CITY OF CLEARWATEk
35 00 9515 0.2184 15329 0.3519
35.10 9715 0.2230 16291 0.3740
35.20 9917 0.2277 17272 0.3965
35.30 10121 0.2323 18274 0.4195
35.40 10327 0.2371 19297 0.4430
35.50 10535 0.2419 20340 0.4669
35 60 10746 0.2467 21404 0.4914
35.70 10958 0.2516 22489 0.5163
35.80 11172 0.2565 23595 0.5417
35.90 11389 0.2615 24724 0.5676
36.00 11608 0.2665 25873 0.5940
36.10 11828 0.2715 27045 0.6209
36.20 12051 0.2767 28239 0.6483
36.30 12276 0.2818 29455 0.6762
36.40 12503 o 2870 30694 0.7046
36.50 12732 0.2923 31956 0.7336
36.60 12963 0.2976 33241 0.7631
36.70 13196 o 3029 34549 0.7931
36.80 13432 o 3083 35880 o 8237
36 90 13669 o 3138 37235 0.8548
37.00 13908 0.3193 38614 0.8865
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ORIGINAL
PRE-DEVELOPMENT
RA TE OF RUNOFF
S.C.S. HYDROGRAPH
25 YEAR STORM
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORIGINAL
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1 40)
Copyrlght 1989, Streamllne Technologles, Ine
COUNTRYSIDE WEST MEDICAL CLINIC - PRE
BASIN NAME
NODE NAME
EXIST
OUT
UNIT HYDROGRAPH
PEAKING FACTOR
UH256
256.
RAINFALL FILE
RAIN AMOUNT (In)
STORM DURATION (hrs)
FLMOD
9 00
24.00
AREA (ac)
CURVE NUMBER
DC IA ( %- )
TC (mlDs)
LAG TIME (hrs)
BASIN STATUS
1.67
79 00
00
24 30
00
ONSITE
BASIN QMX (cfs) TMX (hrs) VOL (In) NOTES
EXIST 5.00 12.20 6 44
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
"
ORIGINAL
POST DEVELOPMENT
RATE OF RUNOFF
S.C.S. HYDROGRAPH
25 YEAR STORM
24 HOUR DURATION
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
OR/GrNAl
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1 40)
Copyrlght 1989, Streamllne Technologles, Inc.
COUNTRYSIDE WEST MEDICAL CLINIC - POST
BASIN NAME
NODE NAME
SITE
DA
UNIT HYDROGRAPH
PEAKING FACTOR
00256
256.
RAINFALL FILE
RAIN AMOUNT (In)
STORM DURATION (hrs)
FLMOD
9.00
24 00
AREA (ac)
CURVE NUMBER
DCIA (%-)
TC (mlDs)
LAG TIME (hrs)
BASIN STATUS
1 67
95 00
00
10 00
00
ONSITE
BASIN QMX (cfs) TMX (hrs) VOL (In) NOTES
SITE 8.92 12.04 8.40
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORIG1NAL
POST DEVELOPMENT
ROUTING SUMMARY
25 YEAR STORM
24 HOUR DURATION
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORlGINAL
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1.40)
Copyright 1989, Streamllne Technologles, Inc
COUNTRYSIDE WEST MEDICAL CLINIC - POST
NODAL MINIMAX/TIME CONDITIONS REPORT
NODE ID
---------~~-----------~-----~-~~----
------------~---~~-~----------------
1<-- MINIMUMS -->1 1<-- MAXIMUMS -->1
PARAMETER VALUE TIME (hr) VALUE TIME (hr)
----~---------- -------~- ------~-- -----~--- ---------
STAGE (ft) : 33 48 LOO 35.01 12 50
VOLUME (af) : 07 LOO .35 12 50
RUNOFF (cfs) : 00 .75 8.70 12 00
OFFSITE (cfs) : 00 24.00 .00 24 00
OTHER (cfs) : 00 24.00 .00 24 00
OUTFLOW (cfs) : 00 LOO 4.99 12 50
STAGE (ft) . 28 00 .00 33.00 13 00
VOLUME (af) . 00 1.00 1.14 24 00
RUNOFF (cfs) . 00 24.00 .00 24 00
OFFSITE (cfs) : 00 24.00 .00 24 00
OTHER (cfs) : .00 1.00 4.99 12 50
OUTFLOW (cfs) . 00 24.00 .00 24 00
DA
OUT
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORIGINAL
POST DEVELOPMENT
NODE/TIME SERIES
25 YEAR STORM
24 HOUR DURATION
RECEIVED
NOV 2 4 200,
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORIGI~~AL
Advanced Intereonnected Channel & Pond Routlng (adICPR Ver 1.40)
Copyright 1989, Streamllne Technologles, Inc
COUNTRYSIDE WEST MEDICAL CLINIC - POST RECEIVED
NODAL STAGE/VOLUME/FLOW REPORT NOV 2 4 200~
~~----------------------------
------------------------------ PLANNING DEPARTMENT
NODE ID DA CITY OF CLEARWATER
1<------- INFLOW ------->1
TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(h'rs) (ft) (af) (cfs) (cfs) (cfs) (efs)
-------- -------- -------- -.....~----- -------- ~-~----- -------......
00 33 48 .07 00 .00 00 00
25 33 48 .07 00 .00 .00 00
.50 33 48 .07 .00 .00 .00 00
.75 33 48 .07 .00 .00 .00 00
1.00 33.48 .07 00 00 .00 00
1.25 33.48 07 01 00 00 00
1.50 33 48 08 02 .00 00 00
1. 75 33.49 .08 04 00 00 .00
2.00 33.49 .08 05 .00 .00 .00
2".25 33.50 .08 07 00 00 .01
2.50 33.51 .08 08 .00 .00 .01
2.75 33 52 .08 09 .00 .00 .02
3.00 33 53 .08 10 00 .00 03
3.25 33.54 .08 12 .00 .00 .04
3.50 33 55 .09 13 .00 .00 .05
3.75 33 56 09 14 00 .00 06
4.00 33.57 .09 .15 .00 .00 .07
4.25 33 58 .09 16 00 00 .08
4.50 33 59 .09 17 00 00 .10
4.75 33.60 09 .18 .00 00 .11
5.00 33.61. 09 19 .00 00 .12
5.25 33 62 10 20 .00 00 .14
5.50 33.63 10 21 .00 00 .15
5.75 33.63 10 .21 00 00 .16
6.00 33.64 10 .22 00 00 17
6.25 33.65 10 .24 00 00 .18
6.50 33 66 10 .26 .00 .00 20
6.75 33 66 .10 .27 00 00 .21
7.00 33.67 10 .27 00 00 .22
7.25 33 68 11 30 00 00 23
7.50 33 69 11 31 .00 .00 25
7.75 33.70 .11 32 .00 .00 26
8.00 33.70 11 32 .00 .00 .28
8.25 33.71. .11 36 00 00 .29
8.50 33 72 .11 .38 00 00 .31
8.75 33 73 .11 .42 .00 00 .33
9,.00 33.74 .12 44 00 .00 .35
9.25 33 75 .12 46 00 .00 37
9.50 33.76 12 .47 .00 .00 40
9,.75 33 78 .12 .53 00 .00 .42
10.00 33 79 12 56 00 .00 45
10.25 33 81 .13 66 .00 .00 .49
10,.50 33.83 .13 .70 .00 .00 .54
10.75 33.85 .13 .84 .00 .00 .61
JRIGINAL
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1.40)
Copyrlght 1989, Streamllne Technologles, Inc
COUNTRYSIDE WEST MEDICAL CLINIC - POST RECEIVED
NODAL STAGE/VOLUME/FLOW REPORT NOV 2 4 200~
---------~-----------------~-- PLANNING DEPARTMENT
-----~----~-------------------
NODE ID: DA CITY OF CLEARWATER
1<------- INFLOW ------->1
TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(hrs) (ft) (af) (cfs) (cfs) (cfs) (cfs)
----~--- ------~- -------- --~----- ------~- -------- ------~-
11.00 33.88 .14 90 00 00 68
11.25 33.91 .14 .97 .00 00 75
11.50 33 97 .15 1 56 .00 .00 .91
11.75 34 18 19 4 63 00 .00 1 55
12.00 34 64 .28 8.70 .00 .00 3.30
12.25 34.99 .35 6 51 .00 .00 4.92
12 50 35.01 35 3 90 .00 00 4.99
12.75 34.84 32 2.13 .00 .00 4.19
13.00 34.63 .28 1.31 .00 .00 3.26
13.25 34.45 .24 .97 .00 .00 2.52
13.50 34.31 22 .88 00 .00 2.00
13.75 34.21 .20 .74 .00 .00 1 63
14.00 34.12 .18 .69 00 .00 1 36
14.25 34.06 .17 .61 00 00 1 17
14.50 34.01 .16 .59 00 00 1 01
14.75 33 96 .15 52 .00 00 .87
15 00 33 92 .14 .50 .00 .00 .76
15 25 33.89 14 47 .00 .00 .68
15.50 33.86 .13 46 .00 .00 .62
15.75 33.84 13 42 .00 .00 .57
16.00 33.82 13 .40 00 .00 .53
16.25 33.81 .13 .38 00 .00 .49
16.50 33.79 12 .37 .00 .00 .46
16.75 33.78 .12 .35 00 .00 43
17.00 33.77 .12 .34 .00 00 .41
17 25 33 76 .12 .33 .00 .00 .39
17 50 33.75 .12 .33 .00 .00 .38
17.75 33.75 .12 .30 .00 .00 .36
18.00 33 74 .11 28 .00 00 .34
18 25 33.73 .11 29 .00 00 .33
18 50 33.73 .11 30 .00 00 32
18.75 33.72 .11 26 .00 .00 .31
19.00 33.71 .11 .25 .00 .00 .30
19.25 33.71 11 .26 .00 .00 29
19.50 33.71 .11 .27 00 .00 28
19.75 33.70 .11 .25 .00 .00 28
20.00 33 70 .11 .25 00 .00 .27
20.25 33.70 .11 .22 00 .00 .26
20.50 33.69 .11 .22 00 .00 25
20.75 33.69 .11 .21 .00 .00 .25
21 00 33.68 .11 .21 .00 .00 .24
21. 25 33.68 .11 .21 .00 .00 .23
21. 50 33.68 .11 .21 .00 .00 .23
21.75 33.67 .10 .21 .00 .00 .22
~RfGINAL
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1.40)
Copyrlght 1989, Streamline Technologies, Inc.
COUNTRYSIDE WEST MEDICAL CLINIC - POST
RECEIVED
NOV 2 4 2004
NODAL STAGE/VOLUME/FLOW REPORT
---~--~-----~----------------- PLANNING DEPARTMENT
----~----~-~------------------
NODE ID DA CITY OF CLEARWATER
1<------- INFLOW ------->1
TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(hrs) (ft) (af) (cfs) (efs) (cfs) (cfs)
---~--.......- -------- ---~~~-- -------- -------- ----~--- --------
22.00 33 67 10 .21 .00 .00 22
22.25 33 67 10 21 00 .00 22
22.50 33.67 10 21 .00 00 22
22.75 33.67 10 19 .00 00 21
23,.00 33.66 .10 .19 .00 00 .21
23.25 33.66 10 .18 .00 .00 20
23.50 33.66 10 .18 .00 00 .20
23.75 33.66 10 .16 .00 .00 19
24.00 33.65 10 .16 .00 .00 .19
~RIGINAL
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1 40 )
Copyrlght 1989, Streamllne Technologles, Ine
COUNTRYSIDE WEST MEDICAL CLINIC - POST RECEIVED
NODAL STAGE/VOLUME/FLOW REPORT NOV 2 4 2004
---~~~-------~~-~-------------
------------~~--~~--------~--- PLANNING DEPARTMENT
NODE ID OUT CITY OF CLEARWATER
1<------- INFLOW ------->1
TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(hrs) (ft) (af) (efs) (cfs) (cfs) (cfs)
------~- ---~--~- --~---~- -------- -------- -------- ~-------
00 28 00 00 00 .00 00 .00
25 28 10 00 .00 00 .00 .00
50 28 19 00 .00 00 .00 .00
.75 28.29 00 .00 00 .00 00
1 00 28.38 00 .00 00 .00 00
1 25 28.48 00 .00 00 .00 00
1.50 28.58 00 .00 .00 .00 00
1.75 28.67 .00 .00 .00 .00 00
2.00 28.77 .00 .00 .00 .00 00
2.25 28.87 .00 00 .00 .01 00
2.50 28.96 .00 00 .00 .01 .00
2.75 29.06 .00 00 .00 .02 .00
3 00 29 15 .00 00 00 .03 .00
3 25 29.25 00 .00 00 .04 .00
3 50 29 35 00 .00 00 .05 .00
3.75 29 44 .00 .00 00 .06 .00
4.00 29.54 01 .00 .00 .07 00
4.25 29.63 01 .00 .00 .08 00
4.50 29.73 .01 .00 .00 .10 00
4.75 29.83 .01 .00 .00 .11 .00
5.00 29.92 .01 .00 .00 .12 .00
5.25 30.02 .02 .00 .00 .14 .00
5.50 30.12 .02 .00 .00 .15 00
5.75 30.21 .02 00 .00 .16 00
6.00 30 31 .03 00 .00 .17 00
6 25 30 40 .03 .00 .00 .18 .00
6 50 30.50 .03 .00 .00 .20 .00
6 75 30.60 .04 .00 00 .21 .00
7 00 30.69 04 .00 .00 .22 00
7.25 30.79 .05 .00 .00 .23 00
7.50 30.88 .05 .00 .00 25 00
7 75 30.98 .06 .00 .00 26 .00
8 00 31.08 .06 .00 .00 28 .00
8 25 31 17 .07 00 .00 29 .00
8 50 31 27 .07 00 .00 .31 .00
8 75 31 37 .08 00 .00 33 .00
9 00 31.46 .09 00 .00 35 .00
9 25 31.56 .10 .00 00 37 00
9.50 31.65 .10 .00 00 40 .00
9.75 31.75 11 .00 00 42 .00
10.00 31.85 .12 .00 .00 .45 00
10.25 31.94 .13 .00 00 49 .00
10.50 32.04 .14 .00 .00 .54 .00
10.75 32.13 .15 .00 .00 .61 .00
C.,IG1NAL
Advanced Intereonnected Channel & Pond Routlng (adICPR Ver 1.40)
Copyrlght 1989, Streamllne Technologies, Inc.
COUNTRYSIDE WEST MEDICAL CLINIC - POST RECEIVED
NODAL STAGE/VOLUME/FLOW REPORT NOV 2 4 2004
~~-----------~~--~-~~~-~--~~~-
-~~----~--~~~----~~--~~-~-~~--
PLANNING DEPARTMENT
NODE ID; OUT CITY OF CLEARWATER
1<------- INFLOW ------->[
TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(hrs) (ft) (af) (cfs) (cfs) (cfs) (cfs)
-------- -------- -------~ -------- ---~---- -~------ --------
11 00 32.23 17 00 00 68 .00
11 25 32 33 18 00 00 75 .00
11 50 32 42 20 00 .00 91 .00
11 75 32 52 22 00 00 1.55 00
12 00 32.62 27 00 00 3.30 00
12 25 32.71 36 00 00 4 92 00
12 50 32.81 46 00 00 4 99 00
12 75 32 90 56 00 00 4 19 00
13 00 33 00 63 00 00 3 26 00
13 25 32.93 69 00 00 2 52 00
13 50 32 86 74 00 .00 2.00 00
13 75 32.80 78 00 00 1 63 00
14 00 32.73 81 .00 .00 1 36 00
14 25 32.66 83 00 00 1.17 00
14 50 32.59 .86 .00 00 1 01 00
14 75 32.52 .88 .00 .00 87 00
15.00 32.45 .89 .00 00 76 00
15.25 32.39 .91 00 .00 .68 00
15.50 32.32 .92 00 .00 62 00
15.75 32.25 93 .00 .00 57 .00
16.00 32.18 .94 .00 00 53 .00
16.25 32.11 .96 .00 00 49 00
16.50 32.05 .97 .00 .00 .46 00
16.75 31 98 .97 .00 00 43 .00
17.00 31.91 .98 .00 00 .41 .00
17.25 31.84 .99 00 00 .39 .00
17 50 31.77 1.00 00 .00 .38 00
17'.75 31.70 1.01 .00 .00 .36 00
18.00 31 64 1 01 .00 00 34 00
18.25 31.57 1.02 .00 00 .33 00
18.50 31.50 1.03 .00 .00 .32 00
18 75 31 43 1.03 .00 00 .31 00
19.00 31.36 1.04 .00 00 .30 .00
19.25 31.30 1.05 .00 00 .29 .00
19.50 31.23 1.05 .00 00 .28 .00
19.75 31.16 1.06 .00 00 .28 .00
20.00 31.09 1.06 00 .00 .27 .00
20.25 31.02 1.07 .00 .00 .26 .00
20.50 30.95 1.08 .00 00 .25 00
20.75 30.89 1.08 .00 00 .25 .00
21'.00 30.82 1.09 .00 .00 .24 00
21.25 30.75 1.09 .00 .00 .23 .00
21.50 30.68 1.10 .00 .00 .23 .00
21.75 30.61 1.10 .00 .00 .22 .00
CI\IGINAL
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1 40)
Copyrlght 1989, Streamllne Technologles, Inc.
COUNTRYSIDE WEST MEDICAL CLINIC - POST
RECEIVED
NOV 2 4 200'
~---~~------------------~----- pLANNING DEPARTMENT
---------------~~~~~~~--------
NODE ID OUT CITY OF CLEARWATER
1<------- INFLOW ------->1
TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(hrs) (ft) (af) (cfs) (cfs) (cfs) (cfs)
-------- ------~- -------- -------- ---~---- -~~----- -----~~-
22.00 30.55 1 10 .00 .00 .22 00
22.25 30.48 1 11 00 00 .22 .00
22 50 30.41 1 11 .00 .00 .22 .00
22.75 30.34 1 12 .00 00 .21 00
23 00 30.27 1.12 .00 00 .21 .00
23.25 30.20 1.13 00 00 .20 .00
23.50 30.14 1 13 00 00 .20 00
23.75 30.07 1 13 00 00 .19 00
24.00 30.00 1 14 00 00 .19 00
NODAL STAGE/VOLUME/FLOW REPORT
ORIGINAL
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
POST DEVELOPMENT
INPUT DATA
25 YEAR STORM
JRIGINAL
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1 40)
Copyrlght 1989, Streamllne Technologles, Inc.
COUNTRYSIDE WEST MEDICAL CLINIC ~ POST
----------~---~---
-----------~-~----
RECEIVED
CONTROL PARAMETERS
START TIME:
END TIME:
.00
24.00
NOV 2 4 2004
TO TIME
(hours)
SIMULATION INC
(sees)
PRINT INC
(mlns)
PLANNlNG DEPARTMENT
CITY OF CLEARWATER
100.00
1.00
15 00
RUNOFF HYDROGRAPH FILE DEFAULT
OFFSITE HYDROGRAPH FILE. DEFAULT
BOUNDARY DATABASE FILE: NONE
NOTE:
OR" ~INAL
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1 40)
Copyrlght 1989, Streamline Technologles, Inc.
COUNTRYSIDE WEST MEDICAL CLINIC - POST
NODE NODE INI STAGE X-COOR Y-COOR LENGTH STAGE AR/TM/STR
NAME TYPE (ft) (ftl (ft) (ft) (ft) (ac/hr/af)
---~---- ~-------- --------- --------- ------~~- --......~--~-~ ---------
DA STRG 33 480 .000 000 .000 33 000 000
34 000 .155
35 000 .352
36 000 594
37 000 887
OUT TIME 28.000 .000 .000 .000 28.000 000
33.000 13 000
30.000 24 000
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
OR,. ~INAL
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.40)
Copyrlght 1989, Streamllne Technologles, Inc
COUNTRYSIDE WEST MEDICAL CLINIC - POST
>>REACH NAME
FROM NODE
TO NODE
REACH TYPE
FLOW DIRECTION
CREST EL (ftl'
WEIR COEF :
NOTE.
WEIR
DA
OUT
RECTANGULAR WEIR/GATE/ORIFICE, VILLEMONTE EQ
POSITIVE AND NEGATIVE FLOWS ALLOWED
33.480 CREST LN. (ftl. 880 OPENING (ft): 999.000
3 000 GATE COEF 600 NUMBER OF ELEM: 1.000
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORlr :NAL
Advanced Interconnected Channel & Pond Routlng (adICPR Ver 1 40)
Copyrlght 1989, Streamline Technologles, Inc
COUNTRYSIDE WEST MEDICAL CLINIC - POST
REACH SUMMARY
----~~-----~-
---~---------
INDEX RCHNAME FRMNODE TONODE
REACH TYPE
--~~---------------~----------------~-------
1 WEIR DA OUT
RECTANGULAR WEIR/GATEjORIFICE, VILLEMONTE EQ
RECEIVED
NOV 2 4 2004
PLANNING DEPARTMENT
CllY OF CLEARWATER
r
FLD2004-12083
3190 MCMULLEN BOOTH RD
Date Received: 12/01/2004
COUNTRYSIDE WEST MEDICAL CLINI
ZONING DISTRICT: I
LAND USE: INS
ATLAS PAGE: 190A
PLANNER OF RECORD: WW
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PLANNING DEPARTMENT
POST OrFIO Box 4748, CLEARWMFR, FLORIDA 33758-4748
MUNICIPAl SERVICES BUIlDING, 100 SOUTH MYRTLE AVENUF, CLEARWATER, FLORIDA 33756
TnEPHONF (727) 562.4567 fAX (727) 562-4576
CITY OF
CLEARWATER
loNG RANGE PI.AJ"INING
DEVIl OPMENT RI:virw
March 25, 2005
Mr Tom Radcliffe
Lloveras, Bauer & Stevens
29228 US HIghway 19 N
Clearwater, FL 33761
RE Development Order - Case FLD2004-12083
3190 McMullen Booth Road
Dear Mr Radchffe
ThiS letter constttutes a Development Order pursuant to SectIon 4~206 D 6 of the Commumty
Development Code On March 22, 2005, the Conunumty Development Board reVIewed your request for
FleXIble Development approval to permIt a medical chmc wIth a reductIon to front (east) setback from 25
feet to 15 feet (to pavement), a reductIon to the SIde (north) setback from 10 feet to SiX feet (to pavement)
and a reductIOn to the SIde (south) setback from to feet to zero feet (to pavement), as a ComprehensIve
Infill Redevelopment Project, under the provlSlons of SectIon 2~1204 A, and a reductIOn to the landscape
buffer along the south property hne from five feet to zero feet (to pavement), as a ComprehenslVe
Landscape Program, under the provlSlons of SectIOn 3-1202 G The Corrunumty Development Board
(CDB) APPROVED the applicatIons With the followmg bases and condIttons
Bases for Approval
1 The proposal complIes WIth the FleXIble Development cntena as a Comprehensive Infill
Redevelopment Project per SectIon 2~1204 A,
2 The proposal IS m comphance With other standards m the Code mcludmg the General Apphcabihty
Cntena per SectIOn 3-913, and
3 The development IS compatible With the surroundmg area and WIll enhance other redevelopment
efforts
CondltlOns of Approval
1 That, pnor to the Issuance of any permits, a shared parkmg agreement and cross-access agreement be
recorded m the public records,
2 That the final deSIgn and color of the butldmg be consistent With the conceptual elevations submItted
to, or as modIfied by, the CDB,
3 That, pnor to the Issuance of any permits, the dumpster enclosure be deSigned WIth matenals and
color consIstent With the pnncipal bUIldmg,
4 That the freestandmg SIgn be limited to SlX feet m heIght above the fimshed grade of the front
property hne, be consistent With the deSIgn and color of the pnncIpal bUlldmg and be coordmated
mto the landscape deSign of the slte The eXIstmg SIgn wlthm the nght-of-way shall be removed
pnor to the Issuance of a CertIficate of Occupancy,
BRIAN J AUNGST MA't OR CUMMI,SIO NfR
HoYl HAMIl TON, VIeF MA YOR-COM\1ISSIONFR \l;/ IIITNEY GRAY, COIH\t1S,IO~ 1 R
FRANK HIIlllARD, COM,IIISSION[j{ * BII I JONSOI\ (011\\1,.,101\1 H
"FQUAI [MI'IOYMI NT AN!) AFHKMAliVl ACTION EMPIOHR"
il
I
March 25,2005
Radchffe - Page Two
5 That, pnor to the Issuance of any penmts, a Pmellas County nght-of-way permIt be obtamed for the
dnveway modificatIOn and the proposed nght turn deceleratIOn lane,
6 That, pnor to the Issuance of any permIts, a Tree PreservatIOn Plan prepared by a eertrfied arbonst,
consultmg arbonst, landscape architect or other speclahst m the field of arbonculture be submitted
This plan must show how the proposed bUlldmg, parkmg, stormwater and utlhtles Impact the cnttcal
root zones (dnp !toes) of tree to be preserved and how these Impacts are addressed (Ie, crown
elevating, root pruning andlor root aeration systems) Other data reqUired on thiS plan must show the
trees canopy hne, actual tree barncade hmlts (2/3 of the dnp Ime and/or m the root prune hnes If
reqUired), the tree barncade detatl and any other pertment mformahon relatmg to tree preservatIOn,
7 That all FIre Department reqUirements be met pnor to the Issuance of any permIts,
8 That, pnor to the Issuance of the CertIficate of Occupancy, traffic Impact fees be assessed and paid,
and
9 That all Parks and RecreatIOn fees be paId pnor to the Issuance of any permIts
Pursuant to SectIon 4-407, an apphcatJOn for a bUlldmg permIt shall be made wlthm one year of Flexible
Development approval (March 22,2006) All reqUired certlflcates of occupancy shall be obtamed wIthm
one year of the date of Issuance of the bUlldmg pennlt Time frames do not change With succeSSIve
owners The Comrnumty Development Coordmator may grant an extensIOn of hme for a penod not to
exceed one year and only wlthm the anginal penod ofvahdlty The Commumty Development Board may
approve one additional extensIOn of tIme after the communIty development coordmator's extensIOn to
InIttate a bUlldmg pernllt apphcatton
The Issuance of thIS Development Order does not reheve you of the necessIty to obtam any bmldmg
pennlts or pay any Impact fees that may be reqUIred In order to facilItate the Issuance of any pennlt or
license affected by thIS approval, please bnng a copy of thIS letter with yOll when applYing for any
penmts or hcenses that reqUIre thIS pnor development approval
AdditIOnally, an appeal of a Level Two approval (FleXible Development) may be Imtlated pursuant to
SectlOn 4-502 B by the apphcant or by any person granted party status wlthm 14 days of the date of the
CDB meetmg The filmg of an application/notice of appeal shall stay the effect of the deCISIon pendmg
the final determmatlOn of the case The appeal penod for your case expires on Apnl 5, 2005 (14 days
from the date of the COB meetmg)
If you have any questIOns, please do not hesltate to call Wayne M Wells, Planner ill, at 727~562-4504
You can access zonmg mfonnatlon for parcels wlthm the City through our webslte
www mvclearwater com/'?,ov/dcpts/planmng *Make Us Your Favonte'
Cynthia H Tarapam, AICP
Plannmg Director
S IP!rmnlllg Departmem\C D BI/'LEX (fLD)\JnnclIve or F/ll1shed App/! C(l/lOns I McMu lien Booth 3 f90 CountrysIde West Medlcnl ClImc (I) -
ApprovedlMcMuflen Booth 3 f 90 Development Order doc
Nal,onal Soc'ety
of
P roles$lonal Englilaefs
FIQnda Englneermg
Soclely
American Soclely
01
Clv,' Engineers
Flm,<Ia S\lfveYlng
an<l
MapPing Soc,ety
American Cong ress
on
SUlvey,ng and Mapping
Instllule
of
Transporlal,on EnglneeJ5
Floflda Plannmg
an<l
Zoning Assoclallo('J
Nallonal Assoclallon
of
Environmental Professionals
(Jw.Vt-~ Q~
,
EngIneers - Surveyors - Planners
March 16,2005
;l-!-I~j I.~ fi~ ~ 0 \!J ~ ~
i : tIl'
i h i r-:.kl'( 1 6 1n35
" _' I l 1-.,.01
. Ii
I ~LA'\. ~,hl_ ~ Ofvt. :J.M[I\iT svcs
~. '" elf eLL.. ')"~"'"EA
Mr Wayne M Wells, AICP
Seruor Planner
City of Clearwater Planmng Department
MUlllclpal Services BUlldmg
100 South Myrtle Avenue
Clearwater, Flonda 33756
Re
Countryside West Medical ClImc
Pmellas County, Flonda
Dear Wayne
As requested dunng our telephone conversatIOn yesterday please find one (I) copy each of the
Site Plan and Landscape Plan reduced to 81/2" xII"
We appreciate your contmued efforts III the proceSSlllg apphcatlOn Please let us know If you
have any further quesl10ns or If you need any additIOnal mfoffilatlOll
Very truly yours,
L~OVERA 'BA~~-fND~ST VENS
~..... ~,
A ~ '
I"''-~
Thomas G Radcliffe, PE
lOR IJw/wells
endo.ure.
cc MJrk Klem w/enclosures
29228 U S Hwy 19 North
Clearwater, Flonda 33761
www Ibsonhne com
Pmellas (727) 784.3965
Pasco (727) 842.7635
Fax {727) 784-8153
FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE.
CLEARW A TER, FL 33756
(727) 562-4567 FAX: (727) 562..4865
TO:~ ~ ~& C.\'t~
FAX: . 7~lf'" B\S3
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Conditions Associated Wh."
FLD2004-12083
3190 MCMULLEN BOOTH RD
01/13/2005
Environmental ConditIOn
Heather Faessler
562-4897
4
Fire Condition
0210712005
1) A wetland buffer IS required 15' from the top-of-bank with a maintenance area from that pOint Not Met
Total buffer from the wetland/creek IS 25' (Community Development Code, Article 3, Section
3-907) 1/27/05 MET-Sheet 8 on design plans satlfles requirement
2) Retention pond slopes are to be redesigned to a slope ~ OT MET SHEET 7
OF 10 TES 3 1 OUTSLOPE FOR POND 111/05 - Due to space limitations, revise
pond to have 3 1 Internal slopes and 4 1 external slopes It IS understood that due to tree
preservation Issues, the pond may be redslgned to Include walls on additional Sides
Joe Colbert
562-4567 xt3548
Where underground water mains and hydrants are to be Installed, they shall be Installed, Not Met
completed, and In service pnor to construction as per NFPA 241 Please acknowledge PRIOR TO
COB
2/7/05 Condition not addressed completely In reVised plan The wording "completed, and In
service prior to construction" was omitted A narrative acknowledging the condition In acceptable
Arden Dittmer
562-4604
02/09/2005
Landscape Perimeter Condltl
Not Met
-*
9/2005 (A D
Submit a ComprehenSive Landscape Program application for relle rom e sou uffer and the
areas west of the parking lot areas The landscape prOVided seems to exceed minimum Code as
the application requires
1/6/2005
Plan does not meet the reqUirements of perimeter plantlngs In Code Section 3-1202 0
1 15 foot minimum landscape buffer along Mc Mullen Booth IS reqUired by Code
2 The plan does not have suffiCient planting to meet the penmeter reqUirements
Rick Albee
562-4741
Land Resource Condition
01/07/2;-
01/07/2004
*
ReVise grades 12 no rade change can occur Within 2/3 of the trees dnpllne (canopy)
ReVise nor t bUilding permit
PrOVide a Tree Preservation Plan prepared by a certified arbonst, consulting arboflSt, landscape
architect or other speCialist In the field of arbonculture ThiS plan must show how the proposed
bUilding, parking, stormwater and utilities Impact the Critical root zones (dnp tines) of tree to be
preserved and how you propose to address these Impacts Ie, crown elevating, root pruning and/or
root aeration systems Other data reqUired on thiS plan must show the trees canopy line, actual
tree barricade limits (2/3 of the drip line and/or In the root prune lines If reqUired), and the tree
bade detail And any other pertmentlnformatlon relating to tree preservation PrOVide pnor to
BUilding Perml
Not Met
Not Met
Parks & Recs Condition
The eXisting bUilding fioor area (footprint) needs to be added to the site data table Open Space Not Met
Impact fees are due prior to Issuance of bUilding permits or final plat (If applicable) whichever
occurs first These fees could be substantial and It IS recommended that you contact Deb Richter
at 727- 62-4817 to calculate the assessment
Print Dale 03/13/2005
#
seCondltons
Page 1 of 3
FLD2004.12083
3190 MCMULLEN BOOTH RD
Solid Waste Service
That dumpster service be arranged with the Solid Wasle Department pnor to the Issuance of an Not Met
occupational license or certificate of occupancy Please contact Tom Glenn - 727-562-4930
Will need to relocate Dumpster enclosure for better accessibility please contact Solid Waste
Department
Traffic Eng Condltlon Bennett Elbo 562-4775
01/14/2005 1 PrOVide a 2' de drive aisle Width south of the bUIlding 2/4/05 ~ MET Not Met
rovlde one (1) loading space 12' Wide by 35 ong Community Development Code
~ 3-1406(b)1) 2/4/05 - CANNOT APPROVE CURVED LOADING ZONE THIS MUST BE REVISED
T PRIOR TO COB
3 PrOVide right turn deceleration lane or a flare per FDOT standards, to keep motorists from
making a right turn In a through lane, especially on an arterial roadway 2/4/05 - MET
4 PrOVide stop Signs and stop bars where appropriate complYing with the current Manual on
Uniform Traffic Control Devices 2/4/05 - MET
5 Widen the parking stall that IS located near the south western corner of the building from 8 5' to
g' 2/4/05 - MET
6 All turning radiUS must comply with the City's Fire Department ACKNOWLEDGED
7 PrOVide the wldth(s) of dnveways 2/4/05 - MET
All of the above to be addressed prior to COB
General note A transportation Impact fee Will be determined and paid pnor to a C 0
The follOWing to be addressed prior to building permit
1 Obtain a Plnellas County right-of-way permit for driveway modification and proposed right turn
deceleration lane
Zoning Condltlon
Wayne Wells
562-4504
02/11/2005
*
2/11/05 - WW
Include as a condition of approval In Staff Report
12/3/04 - WW
Dumpster enclosure must be of SimIlar matenal (plaster) and color as bUIlding
2/11105' - WW
Include as a condition of approval In Staff Report
12/3/04 - WW
Landscape design on Sheet 6/11 should Incorporate proposed monument sign Revise
2/11/05 - WW Not Met
103 spaces reqUired, 101 prOVided Need to proVide requIred, unless claiming a reduction due to
tree preservalion per Se<:llon 3-1404 E It appears that you are increasing the landscape Island
along the south property line to protect the 18", 11" and 24" oak trees and losIng one parking
space as a result If thiS IS the case, you need to make It clear that you are Invoking thiS provISion
and are redUCing by two spaces, and your parking calculations and narrative need to make th1S
cle rand rovlde adequate Justification
12/3/04 - WW
Under the written description of requests, the determination of gross floor area for parking
calculations IS stated Gross floor area, as defined by the City, "means the tolallnteflor floor area
of a bUilding measured at the InSide face of the exterior walls, but excluding parking garages,
carports, stairwells and elevator shafts" The written description states that the GFA IS 21,332
square feet, which IS what should be used for parking calculations (5 spaces/1000 square feet x
21,332 sf = 107 spaces reqUired) The "net fioor area" In the written description 1S not a Code
Not Met
02/11/2005
Not Met
02/11/2005
Prmt Date 03/13/2005
CaseCondltons
Page 2 of 3
FLD2004-12083
3190 MCMULLEN BOOTH RD
Zonmg Condition Wayne Wells 562-4504
recognized method of calculating required parking (atrium areas are not excluded by the definition
of GFA) Revise/recalculate
Need to submit 15 caples (don.t need all Signed & sealed, but need to be a copy of the Signed & Not Met
sealed) of the survey for the COB packets
02/11/2005 Leiter dated January 26,2005, and submllted at the January 27,2005, ORe meeting stated that Not Met
the First Floor GFA was 8,162 sf and the Second Floor GFA was 12,319 sf, for a total GFA of
~ 20,481 sf The parking calculations on Sheet 1/10 indicates the 20,481 sf, but the "Building
.7J' Ground Coverage" IS stated at 14,654 sf (see also "Tabulation of Notes" for "Proposed") and the
"Total Proposed Building Floor Area" IS 21,332 sf, which IS different than that stated In the letter
Revise to be consistent
Revise Narrative "B Proposed Development Information" In "e" to Indicate 103 spaces required
and 101 prOVided Need to revise as stated In the other Zoning comment regarding tree
preservation, If thiS IS the case
Submit revised reduced versions (8 5" x 11 It) of the site and landscape plans for COB presentation
(one copy) If changes were made that affect what IS depicted on the colored verSion of the
perspective drawing and bUilding elevallons, submit one co of the revised colored verSions
ubmlt 15 copies of the Comprehensive Landscape Program Requirements application for the
COB packets, revised to reflect the changes that have been made to the plan and reflecting the
reductions to landsca e buffers requested
With 1 03 parking spaces requ Ired a nd only 101 spaces being provided, prOVide the Justification for
the reduction If It IS due to tree preservation, In accordance With Section 3-1404 E, please state
such
Not Met
02/11/2005
Not Met
02/11/2005
~
Not Met
Not Met
CaseCondllons
Pnnt Date 03/14/2005
Page 3 of 3
"
u
Planning and Development Services
100 South Myrtle Avenue
Clearwater, Flonda 33756
Telephone 727-562-4567
Fax 727-562-4576
C. . #:
DATE RECEIVED
RECEIVED BY (staff Initials)
ATLAS PAGE 'II.
ZONING DISTRICT'
LAND USE CLASSIFICATION
~ Clearwater
a SUBMIT ORIGINAL SIGNED ANn NOTARI7.FD APPUCA TION
ZONING & LAND USE CLASSIFICATION OF
ADJACENT PROPERTIES'
NORTH: I
SOUTH f
WEST ,
EAST I
o SUBMIT 1 COPY OF THE ORIGINAL APPLICATION Includmg folded site plan
COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS
(Revised 9/1912(01)
D. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-1001)
APPLICANT NAME
MAILING ADDRESS'
PHONE NUMBER:
FAX NUMBER:
PROPERTY OWNER(S)
(Must mclude ALL owners)
AGENT NAME (Contact Person)
MAILING ADDRESS.
PHONE NUMBER
FAX NUMBER
The landscaping requirements of Article 3 Division 12 may be waIved or modified as a part of a level One or
level Two Approval. as the case may be, if the application for development approval includes a Comprehensive
Landscape Program, which satisfies the following cnteria. The use of landscape plans; sections/elevations,
renderings and perspectives may be necessary as supplementary information 10 addition to the information
provided on this worksheet:
1 Architectural Theme
a The landscapmg In a Comprehensive Landscape Pmgram shall be deSIgned as a part of the architectural
theme of the pnnclpal bUlldmgs pmposed or developed on the parcel pm posed for the development
'0
OR
b The design. character, location and/or matenals of the landscape treatment proposed In the Comprehensive
Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel
proposed for development under the minimum landscape standards
2 Lighting Any lighting proposed as a part of a ComprehensIve Landscape Program IS automatically controlled so
that the lighting IS turned off when the bUSiness IS closed
3 Community Character The landscape treatment proposed In the ComprehenSive Landscape Program Will
enhance the community character of the City of Clearwater
F j ,0 2 of 3
4 Property Values The landscc. reatment proposed In the Comprehensl mdscape Program will have a
benefIcial Impact on the value of the property In the Immediate VICInity of the parcel proposed for development
5 Special Area or Scenic Corridor Plan The landscape treatment proposed In the Comprehensive Landscape
Program IS consistent with any special area or scenic comdor plan which the City of Clearwater has prepared and
adopted for the area In which the parcel proposed for development IS located
Please return checklist for review and venflcatlon
6 That (I{we). the undersigned authonty, hereby certify that the foregoing IS true and correct
Property Owner
Property Owner
STATE OF FLORIDA,
COUNTY OF PlNELLAS
Before me the underSigned, an officer duly commisSioned by the laws of the State of FlOrida,
on thiS
, personally appeared
Deposes and says that hefshe fully understands the contents of the affidaVit that he/she signed
day of
who havIng been first duly swom
My CommIssion Expires
Notary Public
S application forms/development revIew/comprehensIve landscape program application doc
P J;e J of ')
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Q'dDDlJI
CITY OF CLEARWATER
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FlORIDA 33758-4748
MUNICIPAl SFRVlCFS BUll DiNG, 100 SOUTH MYRTLE AVENUE, CLEARWATFR, n ORIDA 33756
T<.U.PHONE (727) 562-4567 FAX (727) 562-4576
LONG RANGf PI.ANNING
DcVHOPMENT RDIlcw
March 14,2005
Mr Tom RadclIffe
Lloveras, Bauer & Stevens
29228 US HIghway 19 N
Clearwater, FL
Re Commumty Development Board Meetmg (Case No FLD2004-12083)
Dear Mr RadclIffe
The Case No FLD2004-12083 for FlexIble Development approval to permIt a medical clIme
wIth a reductIOn to front (east) setback from 25 feet to 15 feet (to pavement), a reductlon to the
side (north) setback from 10 feet to SiX feet (to pavement) and a reductIOn to the side (south)
setback from 10 feet to zero feet (to pavement), as a ComprehensIve Infill Redevelopment
ProJ ect, under the provIsions of SectIOn 2-1204 A, and a reductIOn to the landscape buffer along
the south property hne from five feet to zero feet (to pavement), as a Comprehensive Landscape
Program, under the provIsIOns of Section 3-1202 G, for property located at 3190 McMullen
Booth Road, has been deemed sufficient and hds been scheduled to be reviewed by the
CommuOlty Development Board on March 22, 2005
The meetmg will take place at I 00 pm III the City Counctl Chambers, 3rd floor of Clty Hall at
112 S Osceola Avenue, Clearwater
If you have any questlons, please do not hesItate to call me at 727-562-4504
Smcerely,
~'%~e~;:;~
Planner III
S lPlallfllng Departmentl CD BlFLE X (FI D)l?emlmg rases I Up for Ihe next CDBIMcMul/ell Booth 3 j 90 Countryside West Medical Clmlc (1) .
3 22 05 COB - WWlMcMullen Booth 3 f 90 3 22 05 CDB Leiter doc
BRI \N J Aut\GS I , Mil ,0 K C OMMI,'iIONI R
Hun H,IMIITON, Vier MAYOR-CO,11MI'i'ilONFR \VH] IN~i GIlAY, (0'1111,,]0,,] R
FRANK HIBI~IRD (OII,\H~,ION]-R * Bill )0""01'1, COlhlll'~IOi\] R
"l~QUAI LMI'I OYMI N I AND AI-I IRJ\L\I IVI- 1'1.(. I ION r,~1I'1 OYe R"
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~
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u
FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE.
CLEARW A TER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
TO: - \ ~ \In.. d t... \~\ ~~
FAX: -, 'b4.. ~ 1.s-3
Phone: 7 'b +" "3, Wi,)
FROM: \-J ~ \,-,Je \\\ Phone: 3"10 2- - +\0+
DA TE:_ -Z- Lu1 0 ~ RE:
MESSAGE: C gI\o"'~~
NUMBER OF PAGES(INCLUDING THIS PAGE) +-
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Conditions Associated Witn
FLD2004-12083
3190 MCMULLEN BOOTH RD
Heather Faessler
562-4897
01/13/2005
Environmental Condition
Not Met
Fire Condition
02/07/2005
1) A wetland buffer IS required 15' from the top-of-bank with a maintenance area from that pOint
Total buffer from the weiland/creek IS 25' (Community Development Code, Artlcle 3, Section
3-907) 1/27/05 MET-Sheet 8 on design plans sallfles requirement
2) Retention pond slopes are to be redeSigned to a slope of 4 t01 2/4/05 - NOT MET SHEET 7
OF 10 STILL INDICATES 31 OUTSLOPE FOR POND
Joe Colbert
562-4567 xt 3548
Where underground water mains and hydrants are to be Installed, they shall be Installed, Not Met
completed. and In service prior to construction as per NFPA 241 Please acknowledge PRIOR TO
CDB
2/7/05 Condition not addressed completely In revised plan The wording "completed, and In
service prior to construction" was omitted A narrative acknowledging the condition In acceptable
Arden Dittmer
562-4604
02/09/2005
landscape Perimeter Condltl
Not Met
2/9/2005 (A_D)
Submit a Comprehensive Landscape Program application for rehef from the south buffer and the
areas west of the parking lot areas The landscape provided seems to exceed minimum Code as
the application requires
1/6/2005
Plan does not meet the requirements of perimeter plantlngs In Code Section 3-1202 D
1 15 foot minimum landscape buffer along Mc Mullen Booth IS required by Code
2 The plan does not have suffiCient planting to meet the perimeter requirements
01107/2005
land Resource Condition
Rick Albee
562-4741
01/07/2004
ReVise grades at tree #12, no grade change can occur within 2/3 of the trees dnpllne (canopy) Not Met
ReVise pnor to bUilding permit
Provide a Tree Preservation Plan prepared by a certified arbonst, consulting arbonst, landscape Not Met
architect or other speCialist In the field of arbonculture ThiS plan must show how the proposed
bUilding, parking, stormwater and utilities Impact the Critical root zones (drip lines) of tree to be
preserved and how you propose to address these Impacts Ie, crown elevatlng, root pruning and/or
root aeration systems Other data reqUired on thiS plan must show the trees canopy line, actual
tree barncade limits (2/3 of the drip line and/or In Ihe root prune lines If required), and the tree
barricade detail And any other pertinent information relallng to tree preservation PrOVide prior to
BUilding Permll
Parks & Recs Condition
The eXisting bUilding floor area (footprint) needs to be added to the site data table Open Space Not Met
Impact fees are due pnor to Issuance of bUilding permits or final plat (If applicable) whichever
occurs first These fees could be substantlal and IllS recommended that you contact Deb Richter
at 727-562-4817 10 calculate the assessment
CaseCondltons
Print Dale 02/11/2005
Page 1 of 3
FLD2004-12083
3190 MCMULLEN BOOTH RD
Solid Waste Service
That dumpster service be arranged with the Solid Waste Department prior to the Issuance of an Not Met
occupational license or certificate of occupancy Please contact Tom Glenn - 727-562-4930
Will need to relocate Dumpster enclosure for better accessibility please contact Solid Waste
Department
Traffic Eng CondItion Bennett Elba 562-4775
01/14/2005 1 ProvIde a 24' wide drive aisle width south of the bUilding 2/4/05 ~ MET Not Met
2 Provide one (1) loading space 12' wIde by 35' long (Community Development Code
3-1406(b)1) 2/4/05 - CANNOT APPROVE CURVED LOADING ZONE
3 Provide right turn deceleration lane or a flare per FOOT standards, to keep motonsts from
making a right turn In a through lane, especially on an artenal roadway 2/4/05 - MET
4 Provide stop signs and stop bars where appropnate complYing with the current Manual on
Uniform Traffic Control Devices 2/4/05 - MET
5 Widen the parking stall that IS located near the south western corner of the bUilding from 8 5' to
g' 2/4/05 - MET
6 All turning radiUS must comply with the City's Fire Department ACKNOWLEDGED
7 Provide the wldth{s) of dnveways 2/4/05 - MET
All of the above to be addressed prior to COB
Zomng Condition
02/11/2005
02/11/2005
02/11/2005
General note A transportation Impact fee Will be determined and paid prror to a C 0
The follOWing to be addressed pnor to bUilding permit
1 Obtain a Plnellas County nght-of-way permit for dnveway modification and proposed nght turn
deceleration lane
Wayne Weils
562-4504
Not Met
2/11/05 - WW
Include as a condition of approval In Staff Report
12/3/04 - WW
Dumpster enclosure must be of similar matenal (plaster) and cotor as bUilding
2/11/05 - WW
Include as a condllion of approval In Staff Report
12/3/04 - WW
Landscape design on Sheet 6111 should Incorporate proposed monument sign RevIse
2/11/05 - WW Not Met
103 spaces required, 101 provided Need to provide required, unless claiming a reduction due to
tree preservation per Section 3-1404 E It appears that you are Increasing the landscape Island
along the south property line to protect the 18", 11" and 24" oak trees and losing one parking
space as a result If thiS IS the case, you need to make It clear that you are Invoking thiS provIsion
and are redUCing by two spaces, and your parking calculations and narrative need to make thiS
clear and provide adequate justlflcatlon
12/3/04 - WW
Under the wntten description of requests, the determination of gross floor area for parking
calculations IS stated Gross floor area, as defined by the City, "means the totallntenor floor area
of a bUilding measured at the mSlde face of the exterior walls, but excluding parking garages,
carports, stairwells and elevator shafts" The wntten description states that the GFA IS 21,332
square feet, which IS what should be used for parking calculations (5 spaces/1000 square feet x
21,332 sf = 107 spaces required) The "net floor area" In the Written descnptlon IS not a Code
recognized method of calculating reqUired parking (atrium areas are not excluded by the definition
of GFA) Revlse/recalculate
Not Met
CaseCondltons
Pnnt Date 02/11/2005
Page 2 of 3
Zonmg Condition Wayne Wells 562-4504
02/11/2005 Need to submit 15 copies (don't need all signed & sealed, but need to be a copy of the signed &
sealed) of the survey for the COB packets
02/11/2005 Letter dated January 26,2005, and submitted at the January 27,2005, DRC meeting stated that
the First Floor G FA was 8,162 sf and the Second Floor G FA was 12,319 sf, for a total G FA of
20,481 sf The parkmg calculations on Sheet 1/10 mdlcates the 20,481 sf, but the "BUilding
Ground Coverage" IS stated at 14,654 sf (see also "Tabulation of Notes" for "Proposed") and the
"Total Proposed BUilding Floor Area" IS 21,332 sf, which IS different than that stated In the letter
Revise to be consistent
Revise Narrative "B Proposed Development Information" In "e" to mdlcate 103 spaces required Not Met
and 101 provided Need to revise as stated In the other Zoning comment regarding tree
preservation, If thiS IS the case
02/11/2005
02/11/2005
02/11/2005
FLD2004-12083
3190 MCMULLEN BOOTH RD
Not Met
Not Met
Submit revised reduced versions (85" x 11") of the site and landscape plans for CDB presentation Not Met
(one copy) If changes were made that affect what IS depicted on the colored version of the
perspective drawing and bUilding elevations, submit one copy of the revised colored versions
Submit 15 copies of the Comprehensive Landscape Program ReqUirements application for the Not Met
COB packets, revised to reflect the changes that have been made to the plan and reflecting the
reductions to landscape buffers requested
CaseCondllons
Print Date 02/11/2005
Page 3 of 3
'u R \ G \ N~\
Response to Comments from DRC meetmg held on January 27,2005 for 3190
McMullen Booth Road, Clearwater, FL 33761
GENERAL ENGINEERING
1 The proposed FHA shall be Installed facIng the Internal dnve aisle
for FIre Department to access Aoolicant has made the chanQes.
2. The locatIon of the fire hydrant assembly must meet Fire
Department's requirements Aoolicant will conform.
3. Water servIce to be provIded by Pmellas county, not City of
Clearwater, as shown Aoolicant has made chanae to Pinel/as
County.
4. Remove all unused dnve aprons per Plnellas County's
requIrements Aoolicant has made this chanae.
5. The eXIsting samtary sewer shown wIll need to be venfied Not
shown on City Atlas Aoolicant has orovided the reQuired
verification information.
6 Dumpster enclosure WIll need to be located so the vehicle can
access both bays Aoolicant has made the reauired chanae.
7. All water marn rnstallatlon and appurtenances shall meet Plnellas
County's requirements Aoolicant will conform.
8. Samtary sewer manhole covers should not say "CIty of Clearwater"
Aoolicant will conform.
9 Note AddItional comments may be necessary based upon the
responses to condItions All of the above to be addressed prror to
COB Aoolicant has addressed all comments.
10 Cross draInage and access easements must be recorded prror to
C 0 Aoolicant will como/v.
ENVI RON MENTAL
1. A wetland buffer IS required 15' from the top-of-bank wIth a
maintenance area from that pOInt Total buffer from the
wetland/creek IS 25' (CommunIty Development Code, ArtIcle 3,
Section 3-907) Citv of Clearwater has removed the reauirement
for this item.
2 RetentIon pond slopes are to be redesigned to a slope of 4 to 1
Aoolicant has comoJied.
FIRE
1 Where underground water maIns and hydrants are to be Installed,
they shall be rnstalled, completed, and m servIce pnor to
constructIon as per NFPA 241 Please acknowledge PRIOR TO
COB AooJicantshallcomolv. RECEIVED
FEB 0 4 2005
PLANNING DEPARTMENT
CI"V 01= Cl'EAPWAn:Q
OklGINAL
2 Grate Inlets within the roadway surface must meet the load
requirements of a fire truck (80,000 Ibs ) and be an HS-20 design
PRIOR TO CDS Aoolicant shall como/v.
3. This ORe Review by Fire IS not an approval or review of any
construction plans or documents other than site work Aoolicant
understands.
HARBOR MASTER
No Issues
LEGAL
No Issues
LAND RESOURCES
1:. UtIlization of your arbonst could have avoided ALL of the follOWing
reqUirements Recommend utiliZing your arbonst to assist With
preliminary designs so tree Impacts can be addressed and
minimIzed prior to plan submittal Aoolicant has addressed the
reauired items.
2 Show the canopies of ALL trees on ALL plan sheets pnor to CDS
Aoolicant has cOfflolied.
3. Recommend utiliZing the eXisting grades at trees #4 & 5 In order to
preserve these trees In their eXisting Island Provide pnor to CDS
Aoolicant has comolied.
4. Revise grades at tree #12, no grade change can occur Within 2/3 of
the tree's drip line (canopy) ReVise prior to COB Apolicant has
como lied.
5 Provide a Tree Preservation Plan prepared by a certified arbonst,
consulting arbonst, landscape architect or other speclahst In the
field of arborlculture ThiS plan must show how the proposed
bUilding, parking, stormwater and utilities Impact the Critical root
zones (drip lines) of tree to be preserved and how you propose to
address these Impacts Ie, crown elevating, root pruning and/or
root aeration systems Toher date requIred on thiS plan must show
the trees canopy hne, actual tree barrtcade limIts (2/3 of the dnp
line and/or In the root prune lines If reqUired), and the tree
barrtcade detail And any other pertinent information relating to tree
preservation Aoolicant has cOfflolied.
LANDSCAPING
RECEIVED
..
FEB 0 4 2005
PlANNING DEPARTMENT
CITY OF CLEARWATER
2.
3.
4
5.
6.
hECE'VED
1--,1 f\! ;fJfj~ 8.
PLANNING DEPARTMENT
CIlY OF CLEARWATER
ORIGINAL
1
Landscape Plan does not show the sight tnangles as descnbed In
Article 3, DIvIsion 9, revise the plan to show these tnangles at all
the street and dnveway intersections Aoolicant has comolied.
Per Section 3-1202 E 1 Code requires a mInimum of 10% Intenor
green space of gross vehicular use area or 12% of gross vehicular
use area If parking spaces area greater than 110% of the reqUIred
parking Intenor Islands shall be designed so that In most cases no
more than 10 parking spaces are provided In a row Intenor Islands
shall be a minimum of 150 SF and be 8' of green space from back
of curb to back of curb Areas on the "vehicular use area diagram"
do not meet these requirements and must be removed form the
calculations Also, bUilding fayade landscape does not count
towards mtenor area, as thIS another Code requirement In Itself
Aoolicant has comolied.
Per Section 3-1204 H Plans In the Sight tnangles must be Installed
In accordance With the requirement In Article 3, DIVISion 9 to
minimiZe traffic hazards Aoolicant has comolied.
Per Section 3-1204 H Plants In the Sight tnangles must be Installed
In accordance With the requirements In Article 3, DIVISion 9 to
minimiZe traffic hazards Aoolicant has comolied.
Per Section 3-1204 D all landscaping must be protected from
vehicular and pedestnan traffic by the Installation of curbing and
wheel stops, or other protective devices along the pen meter of any
landscaping which adJOinS vehicular use areas and Sidewalks
These protective devIces shall have a minimum height of SIX Inches
above grade Aoolicant has comDlied.
Per Section 3-1202 E 2 Foundation plantlngs shall be proVided for
100% of a bUlldmg fa98de With frontage along a street nght of way,
excluding space necessary for bUilding Ingress and egress, WIthin
minimum five foot wide landscaped area composed of at least two
accent trees (or palm eqUivalents) or three palms for every 40
linear feet of bUilding fa98de and one shrub for every 20 square
feet of reqUIred landscaped area A minimum of 50% of the area
shall contain shrubs With the remainder to be ground cover
Aoolicant has comolied.
Per Section 3-1202 B 1 Code reqUires ground cover to be one-
gallon mInimum, plans Indicate as three-gallon minimum, thiS can
be changed to add addItional plants In other areas of the site as
needed to meet Code Make changes In Legend and submit
reVIsed page for review Aoolicant has uooraded olan.
Plan does not meet the reqUirements of penmeter plantlngs In
Code Section 3-1202 D A 15-foot minimum landscape buffer along
McMullen Booth IS reqUired by Code The plan does not have
suffiCient planting to meet the penmeter requirements Aoolicant
has addressed & chanoed o/an to como/v.
7
ORIGINAL
PARKS AND RECREATION
1. The eXisting bUilding floor area (footprint) needs to be added to the
site data table Open Space Impact fees are due prior to Issuance
of bUilding permits or final plat (If applicable) whichever occurs first
These fees could be substantial and It IS recommended that you
contact Deb Richter to calculate the assessment Applicant will
comply.
STORMWA TER
1:. An approved SWFWMD permit IS to be obtained prior to Issuance
of a bUilding permit Aoolication has orevious/y been made to
SWFWMD and aoolication will be revised because of changes
made bv City at DRC.
SOLID WASTE
1 That dumpster service IS arranged with the Solid Waste
Department pnor to the Issuance of an occupational license or
certificate of occupancy Please contact Tom Glenn Will need to
relocate Dumpster enclosure for better accessibility please contact
Solid Waste Department Aoolicant will como/yo
TRAFFIC ENGINEERING
1:. Provide a 24' wide dnve aIsle width south of the bUilding Aoolicant
has comolied.
2. Provide on (1) loading space 12' wide by 35' long (Community
Development Code 3-1406(b)1) Aoolicant has complied with
this reQuirement as discussed and aareed to bv City staff at
DRC.
3 Provide nght turn deceleration land or a flair per FOOT standards,
to keep motonsts from making a nght turn In a through lane,
especially on an artenal roadway Apolicant has comolied.
4. Provide stop signs and stop bars where appropnate complYing with
the current Manual on Uniform Traffic Control DeVices Aoolicant
has complied.
5. Widen the parking stall that IS located near the southwestern corner
of the bUilding from 8 5' to 9' Aoplicant has comolied.
6 All turning radiUS must comply with the City's Fire Department
Aoolicant has comolied.
7 Provide the wldth(s) of driveways Applicant has complied RECEIVED
8 Applicant Will pay the traffic Impact fee prior to CO
2. Obtain a Plnellas County nght-of-way permit for dnveway
modification and proposed right turns deceleration lane FEB 04 2005
PLANNING DEPARTMENT
CITY OF CLEARWATER
PLANNING
.{ 1.
J2
J3.
J4
CV
J6.
J7.
@
J9
J10.
11.
RECEIVED
FEB 0 4 2005
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORIGINAL
Aoolication has oreviously been made to Pinellas County and
aoolication will be revised because of chanaes made by City at
ORC.
The Institutional (I) District requIres a front (east) setback of 15 -
25 feet and a side (north and south) setback of 10 feet Pavement
IS a structure by City of Clearwater Codes The proposed front
setback IS 10 feet, the side (sough setback IS zero feet and the side
(north) setback IS five feet Staff cannot support the proposed front
setback of 10 feet Staff cannot support the proposed side (south)
setback of two feet Staff cannot support the proposed side (north)
setback of five feet Aoolicant has revised olan to comoly with
the 15 foot set back on the front (east). City of Clearwater Staff
at ORe has aareed to suooort the two foot setback on the side
(south) and the City of Clearwater Staff at ORC has aareed to
suooort the oartial five foot setback on the side (north).
Provide dimensions from property lines to all edges of pavement
Aoolicant has comolied.
Include all required setbacks as part of the site data on sheet 1/11
Aoolicant has comolied.
Show on the landscape plan sheet 6/11 the reqUIred sight VISibility
triangles Aoolicant has comolied.
Dumpster enclosure must be of similar material (plaster and color
as bUilding Aoolicant will comolv.
Proposed monument sIgn must meet a five-foot setback ReVise
location Show dimension Aoolicant has comolied.
There IS a 15 foot wide landscape buffer reqUIred along McMullen
Booth Road and a minimum five foot wIde landscape buffer
required along the south and north property lines Aoplicant has
comolied.
Landscape deSign on Sheet 6/11 should Incorporate proposed
monument sign Applicant has complied.
Parking lot lighting should be shown on the site plan and more
Importantly, on the landscape plan, so as to minimiZe shielding of
parking lot lighting by landscaping ADolicant has comDlied.
All on-site utilities, Including electnc and communication lines, must
be underground Aoolicant has comDlied.
Under the written deSCription of requests, the determination of
gross floor area for parking calculatIons IS stated Gross floor area,
as defined by the CIty, "means the total interior floor area of a
bUilding measured at the InSide face of the exterior walls, but
excluding parking garages, carports, stairwells and elevator shafts
The Applicant has complied With this requirement and With GFA of
.(12
J13.
J14
115.
J 16.
ORiGiNAL
20,481 square feet, the reqUirement would be for 103 spaces The
Aoolicant has orovided 104 soaces.
ProvIde location of outside mechanical eqUipment and required
screemng Aoolicant has comolied and eauioment is on roof.
Proposed bUilding heIght Indicated on the bUIlding elevatIons on
Sheets A3 and A4 IS 30 feet to the roof deck The proposed
bUlldmg height listed on sheet 1/11 IS Inconsistent with the bUilding
elevations AODlicant has corrected this error.
DimenSion the width of all landscape Islands and parking row
landscape separators ADolicant has comolied.
PrOVide tYPical planting detaIls for trees, palms, shrubs and ground
cover plants, Including InstructIons, sOil mIxes, backfilling, mulching
and protective measures Aoolicant has comolied.
Provide the name and sample of all extenor-bulldlng colors
Aoolicant has comolied.
RECEIVED
FEB 0 4 2005
PLANNING DEPARTMENT
CITY OF CLEARWATER
~- -._~,
v "
i' \
. Gr~itu~m Design Associcltes, P.A. ....lJ[j
ARCHITECTS., PLANNERS (j) SINCE 1961
T. James Graham, President
AA 0000752
January 26, 2005
RE Countryside West Medical ClinIc
3190 McMullen Booth Road
Clearwater, FL
City of Clearwater
PlannIng Department
100 S Myrtle Avenue
Clearwater, FL 33756
To Whom It May Concern
The gross floor area of this bUilding IS based on the City of Clearwater's Commu-
nity Development Code
The gross floor area means the totalintenor floor area of a bUilding measured at
the inside face of the exterior walls, but excluding parking garages, carports,
stallwells and elevator shafts IS as follows
Gross Floor Area (GFA)
1st GFA
2nd GFA
8,162 S F
12.319 S F
Total GFA
20,481 SF
Parking ReqUired
20,481 S F @ 5 spaces/1000 S F = 1025 spaces
Therefore, 103 spaces required
If there are any further questions, please contact me
---
Graham
T JG/J8C
585 Main Street, Suite 201 - Dunedin, Florida 34698 - (727) 133-9400 - Fax (727) 733-9555
E-mail- graham81@tampabay rr com
,;
,.4
FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE.
CLEARW A TER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
TO: \ ~ ~~L \'l{te.
FAX: 7 ~ +- ~ ~ I S- 3
Phone: 7 g 4- - :3 7 I,QS
FROM: \NCN.!\ v-..L U t\ \ ~ Phone:---.S....\tJ '1- ~Y04
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SEHD [He, REPOF'T
Jan 21 2005 06:56PM
YOUR LOGO
YOUR FAX NO.
Clt~OfClEarwater-Plan Dept
727 562 4865
NO. OTHER FRCSIMILE
01 97848153
I
STRRT TIME USRGE TIME MODE PRGES RESULT
Jan.21 06'S4PM 01'51 SND 05 OK
TO TIJRN OFF REPORT, PRESS 'Me.u.J' **04.
THEN SELECT OFF BY USING '+' OR '-'.
FOR FAX RDlJANTRGE RSS I STANCE, PLEASE CALL 1-800-HEL.P-FAX (435-7329).
()
CITY OF CL:&RWATER
PLANNING DEPARTMENT
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
WWW MY CLEAR WATER COM
"""
~ Clearwater
December 23,2004
Tom RadclIffe
29228 Us Hwy 19 North
Clearwater, Fl 33761
RE FLD2004-12083 ~- 3190 MCMULLEN BOOTH RD -- Letter of Completeness
Dear Tom Radchffe
The Planmng Staffhas entered your applIcatIOn mto the Department's fihng system and assIgned the
case number FLD2004-12083. After a prehmmary reVIew of the submItted documents, staff has
determmed that the apphcatIOn IS Complete
The Development ReVIew Committee (DRC) will reVIew the applIcatIOn for sufficiency on January
27,2005, III the Plannmg Department conference room - Room 216 - on the second floor of the
MUnICIpal ServIces Bmldmg The bUlldmg IS located at 100 South Myrtle Avenue III downtown
Clearwater Please call Sherry Watkms, AdmmlstratIve Analyst, at 727-562-4582 no earher than one
week pnor to the meetmg date for the approXimate time that your case WIll be revIewed You or your
representatIve (as applicable) must be present to answer any questIons that the DRC may have
regardmg your applicatIon AddItIonal comments may be generated by the DRC at the time of the
meetmg
If you have any questlons, please do not heSItate to contact me at 727-562-4504 or
Wayne Wells@myclearwater com
Smcerely yours,
~:1:1S.r:P'vJ~
Planner ill
Leller ofComplelelless - FLD2004-12083 . 3190 MCMULLEN BOOTH RD
JOHNSON, POPE, BOKOR, RUPPEL & BUKNS, LLP 0 Rl GiNAl
Al rORNEY~ AND COUNSELLORS AT LAW
E D ARMSTRONG 11\
BRUCr: H BOKOR
JOHN R BONNER SR.
GUY M llURJ"IS
JONATHAN S COLr:MAN
SrA,y CO~TNER
MICHAEL T CRONIN
bLlZABETlI J DANIELS
BFCKY I<ERRELL-ANTON
COI LH"N M FLYNN
RINAT HAD AS
MARION HALE
SCOTT, Il GcNFRITZ
FRANK R JAKFS
TIMOTHY A JOHNSON IR
SHARON r: KRICK
ROGERA LAR~ON
JOHJ\' R LAWSON JR.
LEANNE Lr:T1ZE
MICIIAr:L G LITTLE
MICHAEL C MARKHAM
ZACHARY D MESSA
A R 'CHARLIE" NEAL
rROY J PERDUE
F WALLACE POPE, JR
ROBERT V POTTER JR
AUDREY B RAUCHWAY
DARRYL R RICHARDS
PETER A RIVELLlNI
DENNIS G RUPPEL'
CHARLE<; A SAMARKOS
PHILIP M SHASTEFN
JOAN M VECCllJOLl
SlEVEN II Wfl}.'BI:RGER
JOSEPH J WEISSMAN
STEVEN A WILLIAMSON
.or COUNSEL
PLEASE REPLY TO CLEARWATER
FILE NO 45763 109296
December 22, 2004
Via Hand Delivery
Wayne M Wells, AICP, Planner III
City of Clearwater Planning Department
100 South Myrtle Avenue
Clearwater, FL 33756
Re Case No FLD2004-12083 - 3190 McMullen Booth Road
Dear Wayne
In response to your letter, dated December 7, 2004, and In order to complete
the referenced application, we herewith submit the following documents
1) 3 sets of a Traffrc Impact Study for Countryside West Medical CliniC,
prepared by Gulf Coast Consulting, Inc , and
2) 5 sets of a tree Inventory, Including annotated survey, prepared by
Samnlk & ASSOCiates, LLC
Please contact me If you reqUire any additional Items or copies Thank you
Sincerely,
RECE~VED
~
Jayne E Sears
Legal ASSistant
DEe 2 2 200~
PLANNING DEPARTMENT
CITY OF CLEARWATER
JS
encls
cc
Mr Mark Klein
Thomas G Radcliffe, P E
#334419 v1
CLeARWATER OHJ(,E
911 ,l!r~TNUT ST
POST OfFICE BOX Ilo& (ZIP 31757 1.\68)
CLEARW A ITR FLORJDA 33756-5643
11-1 rpUONE (727) 461 1818
TELECOPI ER (727) 441 86 I 7
TAMPA OFFICE
401 EAST MA DISON STREET
SUITE 400
POST OFFICE BOX I 100 (ZIP 33601 (100)
TAMPA, rLORIDA 33602
TELEPHQNI' (813) 225 2500
TCLLCOPJER (8 Il) 2lJ 7118
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CITY OF
CLEARWATER
loNG RANGE PlANNII\G
DEVELOPMENT REVIEW
PlANNING DEPARTMENT
PmT OffICE Box 4748, CI.EARWATIR, FLORIDA 33758-4748
MUNICIPAL SERVlcrS BUIIDll\lG, 100 Soum MYRUf Avr"UE, CU,.ARWATfR, Fl ORlOA 33756
TELEPHO'lE (727) 562-4567 FAX (727) 562-4576
December 7, 2004
Mr Tom Radcliffe
Lloverds, Bauer & Stevens
29228 US Highway 19 N
Clearwater, FL 33761
RE Case No FLD2004-12083, 3190 McMullen Booth Road
Dear Mr RadclIffe
The Plannmg staff has reviewed your apphcatlon for Flexible Development approval for property
general1y located at 3190 McMullen Booth Road for the Countryside West Medical ClImc After a
prellmmary review of the submItted documents, staff has detennmed that the applIcatIon 1S incomvlete
Sectlon 4-202 of the Commumty Development Code states that If an applIcatlOn IS deemed mcomplete,
Staff shall specify the deficiencies of the apphcatlOn No further development review actIOn shall be
taken until the deficlenc]es are corrected and the apphcatiOn 15 deemed complete The next submIttal
deadlme ]S December 22,2004 [noon) to be reviewed for suffiCiency by the DRC In January 27, 2005 (lf
the appilcatlOn ]S deemed complete)
The followmg Items and/or mformatiOn are reqUired In order to make your apDhcatlOn complete
Submit a tree mventory, prepared by a certified arbonst, showmg all trees eight Inches DBH or
greater, ]eflectmg Size, canopy (dnp hnes) and conditiOn of such trees
2 Submit a Traffic Impact Study The Traffic OperatiOns DIVISion has reviewed your request and
determmed that the trip generation WIl! exceed the one percent dlmmlmus on McMullen Booth
Road Prior to conductmg the Study, please contact Bennett Elbo to set up a scopmg meetmg
(562-4775)
Fifteen copies (one ongmal and 14 copIes) of revised applicatIOn matenal addressmg the above
comments must be submitted to the Plannmg Department
If you have any questlOns, please do not hes1tate to call me at 727-562-4504 You can access zomng
mfom1atlOn for parcels wlthm the City through our webslte wv,.w mvc1earwJ.ter com
Smcerely,
6J.::r:-w~s.::~
Planner ill
S IPlmJJllIIg DepnrllllemlC D Blru:.x {rLD)I/IIcompleleIMcMullell Boolh J 190 COlllwysllfc Wesl MedIca! C/ltllC {J} - WWIMcMulfen Bool/1
3190 MedIca! C/m/( lilt vliiph I( 1 (lIel ! 2 7 04 doc
BRIAN I AI'Nl,' I I\ I 1\' II> ( (),\I \II~~]()I\ 1 H
III Ii I Ii \,\1111< IN, VI( I MAYOR ('()~1I11~'llIN] h Will [NI i (,R\i (, )1l\1I~'Il)1\11l
I II I~ ~ 1111111,111]) ( l ) \1,11 I...., I 01\. I I~ * Bill I')~~' ),\ (, III 'II~'II 1,,1 11
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FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE.
CLEARW A TER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
TO: .-- \ ~ ~~~ \~tt.t.
FAX: -,S4.. ~IS)
Phone: 7 8 t. 3' iDS
FROM: ~D...lA V"L We. \\$
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NUMBER OF PAGES (INCLUDING THIS PAGE) 2-
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National Soc,ety
of
Professional Engmeers
Flo"da Englneenng
Soc,ety
Amencan Soclely
of
eMI Engmeers
Flond a S mv eymg
and
Mapping Soclely
Amencan Congress
on
SurveYing and Mapp,ng
Instltule
of
Transportauon Engineers
Flonda Planning
and
Zonmg Association
Naloonal Assoc'atlOn
01
Environmental Proresslonals
/J O,\/GINA
Va.uh-~
,
Engineers ~ Surveyors - Planners
November 23, 2004
Ms Cynthia H Tarapam, AICP
Plannmg Director
City of Clearwater Plannmg
and Development Services
1 00 S Myrtle A venue, SUite 2 I 0
Clearwater, flonda 33756
Re Countryside West Medical Climc
FlexIble Standard Development Application
Dear Ms Tarapam
Enclosed please find the followmg mfonnatlOn m support of the captlOned FlexIble Standard
Development ApplicatIOn
One (1) ongmal, sIgned and notanzed City of Clearwater Flexible Standard
Development ApplicatlOn fonn and fourteen (14) additional copies of the fonn
2 One (l) reduced (8 y." X 11") set of the Site Plan
3 One (l) reduced (8 y:," X 11") copy ofthe Bulldmg ElevatIOn
4 One (l) copy of the deed for the property
5 Two (2) sets of the stonnwater calculatIons for the project
6 One (I) pnnt (24" X 36" - 1 sheet) ofthe Boundary Survey
7 Fifteen (15) sets (24" X 36" - 11 Sheets) ofthe Site ConstructIOn Plans
8 FIfteen (15) sets (24" x 36" - 4 Sheets) ofthe Floor Plan and ElevatIOn Drawmg
9 An application fee check 10 the amount of$475 00 made payable to the City of
Clearwater
Plea:,e let us know If you have any questIOns or If you need any additiOnal mfonnatlOn
Very truly yours,
RECEIVED
overas, PE, PSM, AJCP
NOV 2 4 200\
PLANNING DEPARTMENT
CITY OF CLEARWATER
enclosures
cc Mark Klem w/enclosures
29228 U S Hwy 19 North
Clearwater, Florida 33761
wwwlbsonltne com
Plnellas (727) 784.3965
Pasco (727) 842.7635
Fax (727) 784.8153
COB Meetmg Date
Case Numbers
Agenda Item
Owner
Applicant
RepresentatI ve
Address
~ ..
r-
March 22, 2005
FLD2004-12083
E3
North Bay Commumty Church. Inc
CWMC, LLC
Tom Radcl1ffe. L1overas, Baur & Stevens
3190 McMullen Booth Road
ORIGINAL
CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
REQUEST:
EXISTING ZONING/
LAND USE:
PROPERTY SIZE:
PROPERTY USE:
ADJACENT ZONING!
LAND USES:
Flexible Development approval to permIt a medIcal clImc wIth a
reductIOn to front (east) setback from 25 feet to 15 feet (to
pavement), a reduction to the side (north) setback from 10 feet to SIX
feet (to pavement) and a reductIOn to the side (south) setback from
10 feet to zero feet (to pavement), as a ComprehensIve Infi]]
Redevelopment ProJ ect, W1der the provIsIOns of SectlOn 2-1204 A,
and a reductIOn to the landscape buffer along the south property hne
from five feet to zero feet (to pavement), as a ComprehensIve
Landscape Program, under the provIsIOns of SectIon 3-1202 G
InstltutIonal (I) DIstnct, InstitutIonal (INS) Category
2 554 acres
Current Use Parkmg lot for adjacent church
Proposed Use Medical clImc of20,481 square feet
North instItutional Dlstnct, Retention pond and church
East County, Mease Hospital and medical offices
South instItutIOnal Dlstnct, Church
West Low MedIUm ReSIdentIal Dlstncts, Detached dwellmgs
CHARACTER OF THE
IMMEDIATE VICINITY:
ThIS area on the west SIde of McMullen Booth Road IS developed
generally With churches, whereas the east Side IS developed With
Mease HospItal and medIcal offices Attached dwellings and
detached dwellmgs are west of these churches that front on
McMullen Booth Road
Staff Report - Communi ty Development Board - March 22, 2005
Cases FLD2004-12083 - Page 1 of 7
ANAL YSIS:
Site Location and Existing Conditions: The 2 554 acres IS located on the west Side of
McMullen Booth Road, dIrectly west of Bnar Creek Boulevard and approximately 700 feet south
of Mease DrIve The site has approxImately 308 eXIstIng lInear feet of frontage on McMullen
Booth Road The site currently Includes 72 parkIng spaces for the church to the south There IS a
small, two-story bUlldmg on the property (WhICh used to be a garage apartment), as well as a
basketball court A detached dwellIng was demolIshed m 1995
Research of records m the Development Services Department mdIcates that the parkmg lot on thIS
parcel was constructed under PermIt #95070377, Issued July 18, 1995 Parkmg calculatIons on the
1995 site plan for thiS parkIng lot mdlcated that for the 396 s~at WorShIP center, at a parkmg ratIO
of one space for each three seats, reqUIred 132 parkmg spaces and 124 parkmg spaces eXisted on
the church parcel to the south of thIS subject parcel
A retentIOn pond for McMullen Booth Road dramage abuts to the north Churches eXIst to the
north and to the south A detached dwellIng subdIVISIOn IS adjacent to the west Mease Hospital IS
located to the northeast Medical offices are located to the east across McMullen Booth Road
Proposal: The proposal mcludes the constructIOn of a two-story, 20,481 square-foot medical
clImc on the property The new bmldmg IS proposed on the northern half of the sIte Some of the
proposed parkmg WIll be located under the second floor of the bUlldmg
The proposal mcludes a reductIOn to the front (east) setback from 25 feet to 15 feet (to pavement),
a reductl'on to the SIde (north) setback from 10 feet to SIX feet (to pavement) and a reductIOn to the
Side (south) setback from 10 feet to zero feet (to eXIstmg pavement) The bUIldmg IS proposed 45
feet from the front property hne EXIstmg pavement is set back approxImately 15 feet from the
front property hne The proposal meets the reqUlred IS-foot WIde landscape buffer requlfement
along McMullen Booth Road The reductIOn proposed WIll prOVide suffiCIent area to prOVIde
sIgmficant landscapIng to buffer the front of the property
There are corollary reductIOn requests to the 10-foot setback and five-foot Wide landscape buffer
reqUirements along the north and south property lInes With regard to the setback reductIon along
the north property hne, there IS an eXlstmg retention pond for McMullen Booth dram age
ImmedIately to the north Only the eastern portion of thc parkmg along the north property Ime
reqUIres the requested reductIOn, as the western portIon of the parkmg meets the reqUired 10-foot
setback Directly north of thIS eastern portIon of the northern parkmg rowan the adjacent
retention pond parcel IS dense eXlstmg underbrush, contnbutmg to buffermg along the north
property lIne of the parkmg spaces Regardmg the reductIon to the setback and landscape buffer
along the south property hne, the eXlstmg parkmg lot pavement on thiS parcel IS at the same
setback as requested Staff has adverttsed a zero SIde setback to the south property hne due to the
cross access that IS proposed to be mamtamed between the two propertIes Mamtammg thIS cross
access Will allow the church to park on the medical clImc property when It IS not open for
busmess, and Will allow the medIcal clImc access to the church's dnveway farther south on
McMullen Booth Road Mamtammg the closeness of the parkmg for the church WIll also allow
Staff Report - Commumty Development Board - March 22, 2005
Cases FLD2004-12083 - Page 2 of?
preservatIon of eXlstmg trees adjacent to this south property lIne The applIcant plans to mstall a
podocarpus hedge wIth crape myrtle trees along this edge
Access to the SIte Will be mamtamed at the same locatIon as It eXIsts today, however, It Will be
modIfied to reduce Its WIdth The dnveway hnes up with Bnar Creek Boulevard across McMullen
Booth Road A dnveway that provIded access to the former garage apartment and detached
dwellIng Will be removed wIth thIS redevelopment proposal Due to the tnp generatIOn assocIated
wIth the medIcal chmc and the Level of Service at thiS locatIon on McMullen Booth Road, a nght
turn deceleratIOn lane WIll be mstalled
The site plan mdIcates the provISIOn of 101 parkmg spaces for the medIcal clImc, whereas Code
prOVISIons reqUIre 103 parkmg spaces In accordance with SectIOn 3-1404 E, thIS reductIon by two
parkmg spaces was necessary to preserve eXlstmg trees on-SIte With the sale of thIS property and
redevelopment with a medIcal clImc, parkmg for the North Bay Commumty Church Will not meet
the parkmg reqUIrements of 132 parkmg spaces Cited m 1995 (only 124 spaces eXist on the church
site to the south of the subject parcel) However, It has been the mtent with the sale of thiS
property, hence the request for a zero Side setback to contmue cross access between the propertIes,
that the church have access to the medical clImc parkmg when the clIme IS not open for busmess
Pursuant to SectIOn 3-1405, together the church and the medIcal clImc meet the provIsions for
shared parkmg, therefore, requIred parkmg IS bemg prOVIded ThIS shared parkmg must be
formahzed and recorded m the publIc record mto shared parkmg agreement pnor to the Issuance of
any permIts
The proposed bUlldmg IS planned with 8,162 square feet on the first floor and 12,319 square feet
on the second floor The bUIldmg's mam access Will be at the southeast comer of the bUlldmg and
Will have a porte cochere The bUIldmg meets the Code heIght provIsions of 30 feet to the roof
deck The bUlldmg Will have a stucco ex tenor appearance of a colomal reVival (dark sand) color
With white tnm and green glazed glass
The proposal mcludes a monument Sign onented to McMullen Booth Road ThiS monument sign
should be a maxImum of SIX feet high and fimshed to match the bUlldmg m matenal and color
There IS an eXlstmg SIgn for the church wIthm the McMullen Booth Road nght-of-way abuttmg
thIS parcel that must be removed pnor to the Issuance of the CertIficate of Occupancy
The site Will be well landscaped With thiS proposal The rear area of the SIte mcludes a creek that
has been detennmed to be a JunsdIctIonal wetland Code buffenng IS bemg prOVided to thiS
wetland A number of trees wIthm thIS wetland area are bemg preserved
All applicable Code reqUIrements and cntena mcludmg, but not lImIted to, General ApplIcabIlIty
cntena (SectIon 3-913) and ComprehensIve InfiH Redevelopment Project cntena (SectIOn 2-
1204 A) have been met
Code Enforcement Analysis: There are no outstandmg enforcement cases pendmg agamst thiS
SIte
Staff Report - Conunumty Development Board - March 22, 2005
Cases FLD2004-12083 - Page 3 of?
COMPLIANCE WITH STANDARDS AND CRITERIA: (Sections 2-1201.1 and 2-1204):
STANDARD PROPOSED CONSISTENT INCONSISTENT
MAXIMUM FLOOR o 19
AREA RA TI 0 (FAR) X
(0.65 maximum)
IMPERVIOUS 054
SURFACE RATIO X
(lSR) (0.85 maximum)
LOT AREA 2 554 acres
(20,000 sq. ft. X
minimum)
LOT WIDTH 308 66 feet X
(100 feet min.)
FRONT SETBACK 15 feet (to pavement) X
(15-25 feet)
REAR SETBACK 128 feet (to pavement) X
(20 feet)
SIDE SETBACK North SIX feet (to pavement) X*
(10 feet) South two feet (to eXlstmg pavement)
HEIGHT (30 feet) 30 feet (to roof deck) X
PARKING SPACES 101 spaces (reductIOn of two spaces X*
(five spaces per 1,000 due to tree preservatIOn)
sq. ft. min.) (103
spaces req.)
* See diSCUSSion under AnalysIs
Staff Report - Community Development Board - March 22, 2005
Cases FLD2004-l2083 - Page 4 on
COMPLIANCE WITH COMPREHENSIVE IN FILL REDEVELOPMENT PROJECT
FLEXIBILITY CRITERIA (Section 2-1204.A):
Consistent Inconsistent
1 The development or redevelopment of the parcel proposed for
development IS otherwise Impractical WIthout deviations from the use, X
mtenslty and development standards
2 The development of the parcel proposed for development as a
Comprehensive Infill Redevelopment Project WI]] not reduce the fau X
market value of abuttmg propertles
3 The uses wlthm the ComprehenSive Infill Redevelopment Project are X
otherwIse permItted m the City of Clearwater
4 The use or mIX of uses wIthm the ComprehenSIve Infi 11 X
Redevelopment Project are compatlble With adjacent land uses
5 The development of the parcel proposed for development as a
ComprehensI ve Infill Redevelopment Project WIll upgrade the X
ImmedIate VICInIty of the parcel proposed for development
6 The deSIgn of the proposed ComprehenSIve Infill Redevelopment
Project creates a form and functIOn that enhances the communIty X
character of the ImmedIate VICInIty of the parcel proposed for
development and the City of Clearwater as a whole
7 Flexlblhty III regard to lot Width, reqUIred setbacks, height and off-
street parkmg are JustIfied by the benefits to commumty character and X
the Immediate VICInIty of the parcel proposed for development and the
City of Clearwater as a whole
8 Adequate off-street parkmg III the Immediate VICInIty accordmg to the
shared parkmg formula m DIVISIOn 14 of Article 3 Will be aVailable to X
aVOId on-street parkmg m the Immediate VICInity of the parcel
proposed for development
* See diSCUSSion under AnalYSIS
COMPLIANCE WITH GENERAL STANDARDS Section 3-913 :
1 Development of the land Will be III harmony WIth the scale, bulk,
covera e, denslt and character of ad acent ro ertles
2 Development will not hmder or discourage development and use of
ad acent land and bmldm s or SI mficantl 1m air the value thereof
3 Development Will not adversely affect the health or sdfety of persons
resIdmg or workm m the nel hborhood
4 Develo ment IS desl ned to minImiZe traffic con estlOn
5 Development IS conSIstent WIth the commumty character of the
ImmedIate VIClnIt
6 DeSign of the proposed development mmlmlzes adverse effects,
mcludmg VIsual, acoustic and olfactory and hours of operatIon
1m acts on ad acent ro ertIes
* See diSCUSSIon under AnalYSIS
Staff Report - Commumty Development Board - March 22, 2005
Cases FLD2004-12083 - Page 5 of 7
Consistent
I n co n slsten t
X
X
x
X
X
X
SUMMARY AND RECOMMENDATION:
The Development ReVIew CommIttee revIewed the applicatiOn and supportmg matenals on
January 27, 200S The Plannmg Department recommends APPROVAL of the Flexible
Development applIcatIon to permIt a medical clIme with a reductIOn to front (east) setback from
25 feet to 15 feet (to pavement), a reductIon to the side (north) setback from 10 feet to SIX feet (to
pavement) and a reductIon to the side (south) setback from 10 feet to zero feet (to pavement), as a
Comprehensive Infill Redevelopment ProJect, under the provIsions of SectIon 2-1204 A, and a
reductIOn to the landscape buffer along the south property hne from five feet to zero feet (to
pavement), as a ComprehensIve Landscape Program, under the proVIsIons of SectIOn 3-1202 G,
for the property located at 3190 McMullen Booth Road With the folloWIng bases and conditions
Bases for Approval
1 The proposal complIes WIth the Flexible Development cntena as a ComprehensIve Infill
Redevelopment Project per SectIon 2-1204 A,
2 The proposal IS In compliance WIth other standards 10 the Code Includmg the General
ApplIcability Cntena per Section 3-913, and
3 The development IS compatible WIth the surround1Og area and will enhance other
redevelopment efforts
ConditiOns of Approval
1 That, pnor to the Issuance of any permits, a shared parkmg agreement and cross-access
agreement be recorded m the publIc records,
2 That the final deSIgn and color of the bUlldmg be consistent WIth the conceptual elevatIons
submitted to, or as modIfied by, the CDB,
3 That, pnor to the Issuance of any permIts, the dumpster enclosure be deSigned WIth matenals
and color consistent With the prmclpal bUIldIng,
4 That the freestandIng Sign be lImited to SIX feet m heIght above the fimshed grade of the front
property lIne, be consistent WIth the deSIgn and color of the pnncIpal blllldmg and be
coordmated Into the landscape deSign of the SIte The eXistIng sign WIthIn the nght~of-way
shaH be removed pnor to the Issuance of a Certificate of Occupancy,
5 That, pnor to the Issuance of any permits, a Pmellas County nght-of-way permit be obtaIned
for the dnveway modification and the proposed nght turn deceleratIOn lane,
6 That, pnor to the Issuance of any permIts, a Tree PreservatIOn Plan prepared by a certified
arbonst, consultmg arbonst, landscape archItect or othcr specialIst In the field of arbonculture
be submitted ThiS plan must show how the proposed bUlldmg, parkIng, stormwater and
utilItIes Impact the cntIcal root zones (dnp lInes) oftree to be preserved and how these Impacts
are addressed (Ie, crown elevatIng, root prumng and/or root aeratIOn systems) Other data
reqUIred on thIS plan must show the trees canopy lIne, actual tree bamcade lImIts (2/3 of the
dnp lIne and/or III the root prune lines If reqlllred), the tree bamcade detail and any other
pertment InfOrmatIOn relatmg to tree preservatIon,
7 That all Fire Department reqlllrements be met pnor to the Issuance of any permits,
8 That, pnor to the Issuance of the Certificate of Occupancy, traffic Impact fees be assessed and
paId, and
9 That all Parks and RecreatIon fees be paId pnor to the Issuance of any permIts
Staff Report - Community Development Board - March 22, 2005
Cases FLD2004-12083 - Page 6 of?
Prepared by Planmng Department Staff
ATTACHMENTS
Aenal Photograph of Slte and Vlclmty
Locatlon Map
Future Land Use Map
ZOllIng Atlas Map
ApplIcation
S IP/annmg Deparlmem\C D BIFLEX (rLD)\Pendmg caseslUp for rhe next CDBIMcMullen Boorh 3/90 CoullIr)'slde West Medical Chnlc (I) -
3 22 05 CDB - WWlMcMul/en Booth 3190 Staff Report doc
Staff Report - Commumty Development Board - March 22,2005
Cases FLD2004-12083 - Page 7 of?
i!
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Location Map
Owner I North Bay Community Church, Inc.
Site 3190 McMullen Booth Road
1 Case:
Property
Size (Acres)
A
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FLD2004-12083
2.554
PIN 21/28/16/92675/000/0100
I Atlas Page: 190A
Aerial Map
Site: 3190 McMullen Booth Road
I Case:
Property
Size (Acres) :
FLD2004-12083
Owner. I North Bay Community Church, Inc.
2.554
PIN: 21/28/16/92675/000/0100
I Atlas Page: 190A
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Site'
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Size (Acres).
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Owner
North Bay Community Church, Inc.
Site.
3190 McMullen Booth Road
I Case:
Property
Size(Acres).
PIN
I Atlas Page
FLD2004- 12083
2.554
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20f2
Wells. Wayne
From
Sent
To.
Cc
Subject
Rice, Scott
Monday, March 14,20051 46 PM
Wells, Wayne
Elbo, Bennett
FLD2004-12083. 3190 McMullen Booth Road
Wayne,
Engineering has completed review of the resubmlttal for this project and updated Permit Plan The follOWing should be
approval conditions
Prior to bUlldmg permit, obtam a Pmellas County nght-of-way penmt for dnveway modificatIOn and proposed
nght turn deceleration lane
A transportatIOn Impact fee Will be determmed and paid pnor to a C 0
D. Scott Rice
Land Deve/. Engr. Manager
727-562-4781
scotf.rice@MyC/earwafer.com
1
-
f'
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)
DEVELOPMENT STANDARDS
~ 3-1405
half space shall be rounded down to the nearest
whole number and any fractIon of one-half space
or more shall be rounded up
E Protected trees NotwIthstandmg any other
proVISIOn oitlns DIVIsion, the number ofreqwred
off-street parkIng spaces may be reduced by up to
25 percent lU a Level One approval upon showmg
that the reductIOn lU off-street parkIng spaces 1S
necessary to preserve protected trees located on
the parcel proVIded for development
F Comprehenswe parkmg program Off.street
parkIng reqwrements may be satIsfied by parhc.
Ipatwn In the avmlabthty ofparkmg spaces through
a comprehens1ve parkIng program winch IS estab-
hshed to prOVIde off-street parkmg to the geo-
grapmc area where the use 18 to be located.
G Payment m lzeu ofparkmg m the Downtown
DlStnct The community development coordmator
may approve a payment m heu of prOVldmg a
porbon of or the entlre amount of reqwred park-
ing for any use m the Downtown DlStnCt.
(Ord No. 6526~OO, 9 1, 6-15-00)
Section 3-1405. Shared parking.
SHARED PARKING
shared parkmg- wawam
- WEEKDAY WEEKEND
N~ht Day Evemng Day Eventng
Mtdnzght 9am. 6pm 9am. 6pm
USE 6am 4pm Mtdrnght 4pm. Mtdmght
ReSldenbal 100% 60% 90% 80% 90%
Government 5% 100% 0% 0% 0%
( ~ffice and Mannas ') I '\) ~ S.j S"' 5% , f) 3 100% 'D. j 10% Jb. ,. 10% ::s .1::( 5%
RetaIl 5% 70% 90% 100% 70%
Overmght AccommodatIOns 80% 80% 100% 80% 100%
Restaurant 10% 50% 100% 50% 100%
Entertamment 10% 40% 100% 80% 100%
,
~~esofW~ \ ., t..-- 0 0% -Z~.+-20~ 1~.t.10% , "3 1..-100% ~v .~20%
Others 100% 100% 100% 100% 100%
~d5'
Supp No 6
Jz.9.'1
Jf~.)
"
)),5~
2->.i"
CD3 53
~ 3-1405
COMMUNITY DEVELOPMENT CODE
When any land, bwldmg or area IS used for two
or more uses whIch are hsted below, the lWillmum
total number of reqUlred parlung spaces shall be
determmed by the followmg
MultIply the mmrmum reqwred parlung spaces
for each indIVIdual use, exchldrng spaces reserved.
for use by specrlied illdiVldl!~s or classes of rnm-
Vlduals, by the appropnate percentage lISted ill
the Table below for ,each of the deslgnat,ed tune
penods. Add the res...utmg' mmnnum requrred
parking spaces ill each of the five vertIcal columns
for the table. The minImum parlung reqUIrement
IS the highest sum of the vertIcal columns
Section 3.1406. Off-street loading and vehi-
cle stacking spaces.
A. Destgn Offstreet loadmg spaces shall mea.
sure not less than 12 feet m Width and 35 feet rn
length, exclusive of aisle and maneuvenng space,
and shall have a vertical clearance of at least 14
feet Off-street loadmg and access facihbes shall
be designed to accommodate all vehicles onslte
Without obstructmg 8lsles or parlung spaces
B Schedule Any use IdentIfied below shall
proVIde off-street loadmg m all mstncts except
the D and T dIstncts, as spectfied
1 Offices One loadmg space shall be pro-
VIded for each such bwldrng, for more
than 6,000 square feet of gross floor space
2 Commerctal or mdustnal use Any bmld-
109 contammg 5,000 square feet or more
of gross floor area deslgp.ed or adaptable
for commerCIal or lOdustnal use shall be
proVIded With loadmg spaces m accor-
dance With the followmg table
Total Gross Floor Area
(m square feet)
Loadmg
Spaces
5,000 to 15,000 1
Over 15,000 to 50,000 2
Over 50,000 to 100,000 3
Each addloonallOO,OOO 1 addttIonal
3. Drwe-through factltttes
a For restaurants Dnve-through facII-
loes for restaurants shall be pro-
Vided With suffiCient staclung space
to accommodate eIght vehicles
Supp No 6
b
For banks Dnve-through facilitIes
for banks shall be prOVIded WIth
stackIng spaces m accordance with
the followmg table
Number of
Vehtcle Stand-
Lng
Spaces
Dnve-through
Lanes
1
2
3
Each additIonal
~
12
18
2 additIonal
C. Exceptwns Exceptions to J;hese loadIng re-
qwrements, may be permitted pursuant to the
Levell (flexible standard) approval process based
on the SlZe of the Site and. the tunmg and fre-
quency of dehveries
COrd No 6526-00, ~ 1, 6-15-00)
Section 3-1407. Parking restrictions in res--
idential areas.
A. Restnctwns For the dJ.1al purpose of pre-
servmg attractIve reSidentIal areas Within the
oty and promotmg safe unrmpeded traffic CIrCU-
latIon throughout such neighborhoods, the folJ.ow~
mg parking restrIctIons shall apply except as
provtded In paragraph B of thts secbon
1 Withm street rzght-of-way The folloWIng
vehicles shall not be parked or stored on
any publIc nght-of-way m a reSIdential
zomng distrIct or on any nght-of-way con-
tiguOUS to a reSidentially zoned property
a Any boat or boat traller,
b 'Any hauhng trailer,
c Any of the follOWIng recreaoonal ve~
htcles travel traIlers, motor homes
and campmg trallers,
d Any commerCial vehtcle
e Any race car, dune buggy, farm equip-
ment, go kart, ATV, or other snnilar
vehtcle not deSignated. for street op-
eratIOn
2 Between prmcrpal structure and right-of-
way The followmg vehIcles shall not be
parked or stored, In whole or m part,
CD3 54
J'
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Wells, Wayne
From
Sent
To
Subject
Colbert, Joseph
Monday, February 07,20051253 PM
Wells, Wayne
FLD2004-12083
Two of the three conditions have been shown as met. The third, was not
addressed properly. The words "completed, and in service prior to
construction" were omitted from the note on the plan. A short narrative
acknowledging the entire requirement would be acceptable
1
Wells. Wayne
From
Sent
To
Subject
Rice, Scott
Friday, February 04, 2005 2 49 PM
Wells, Wayne
FW FLD2004-12083 - 3190 McMullen Booth Road
Additional comment
Cannot approve curved loading zone Suggest uSing 2 front to front spaces south of first HIC space and reducing
landscape Island by 3' to gain 12' required width Other options may be available
D. Scott Rice
Land Deve/. Engr. Manager
727-562-4781
scott.rice@MyC/earwafer.com
-----Original Message----.
From: Rice, Scott
Sent. Friday, February 04, 20052 14 PM
To Wells, Wayne
Cc: Faessler. Heather
Subject" FLD2004-12083 . 3190 McMullen Booth Road
Wayne,
Environmental Comment #2 not met
RetentIon pond slopes are to be redesigned to a slope of 4 tol 2/4/05 - NOT MET SHEET 7 OF 10 STILL
INDICATES 3 1 OUTSLOPE FOR POND
This must be addressed
D. Scott Rice
Land Deve/. Engr. Manager
727-562-4781
scott.rice@MyClearwater.com
1
Wells. Wayne
From
Sent
To
Cc'
Subject.
Rice, Scott
Friday, February 04,20052 14 PM
Wells, Wayne
Faessler, Heather
FLD2004-12083 - 3190 McMullen Booth Road
Wayne,
Environmental Comment #2 not met
RetentIOn pond slopes are to be redesigned to a slope of 4 to I 2/4/05 - NOT MET SHEET 7 OF 10 STILL
INDICA TES 3 1 OUTSLOPE FOR POND
This must be addressed
D. Scott Rice
Land Deve/. Engr. Manager
727-562-4781
scott.rice@MyClearwater.com
Q
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Owner(s).
North Bay Commumty Ch Inc
3170 N Mcmullen Booth Rd
Clearwater, FI33761
TELEPHONE No Phone, FAX No Fax, E-MAIL No Email
1=\...\
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1 :20 pm
Case N urn ber FLD2004-12ud 3 -- 3190 MCMULLEN BOOTH RD
Tom Radcliffe
29228 Us Hwy 19 North
Clearwater, FI33761
TELEPHONE 727-784-3965, FAX 727-784-7153, E-MAIL tradchffe@lbsonlmecom
LocatIOn 2 554 acres located on the west side of McMullen Booth Road, directly west of Bnar Creek Boulevard and
approxunately 700 feet south of Mease Drive
Atlas Page: 190A
Zomng Dlstnct: I, InstitutIOnal
Request: FleXIble Development approval to pennll a medlCal cl1mc With a reductlon to front (east) setback from 25
feet to 10 feet (to pavement), a reduction to the side (north) setback from 10 feet to five feet (to pavement)
and a reducllon to the side (south) setback from 10 feet to zero feet (to pavement), as a Comprehensive
Infill Redevelopment Project, under the provIsions of Section 2-1204 A, and a reduction to the landscape
buffer along McMullen Booth Road from 15 feet to 10 feet (to pavement) and a reductIOn to the landscape
buffer along the south property lme from five feet to zero feet (to pavement), as a ComprehensIve
Landscape Program, under the proVISions of SectIOn 3-1202 G
Proposed Use: Medical clImc
Neighborhood No Neighborhood AssocatlOn Data
Assoua hon( s):
Presenter: Wayne Wells, Planner III
Attendees [neluded: CIty Staff Wayne Wells, Mark Parry, Scott Rice, Joe Colbert, Rick Albee
ApphcantlRep Tom Radchffe, Jim Graham, Joel Traub, Steve Klem, Mark Klem, Ed Armstrong
The DRC revlCwed thiS apphcatlOn With the following comments:
General Engineering:
I I) The proposed FHA shall be Installed faCing the mteroal dnve aisle for Fue Department to
access
2) The locatIOn of the fire hydrant assembly must meet Fire Department's reqUIrements
3) Water service to be provided by Pmellas County, not City of Clearwater, as shown
4) Remove all unused dnve aprons per Pmellas County's requuements
5) The eXlstmg saOltary sewer shown w1l1 need to be verified Not shown on City Atlas
6) Dumpster enclosure will need to be located so the vehIcle can access both bays
7) All water mam mstallatJOn and appurtenances shall meet Pmellas County's reqUIrements
8) SaOltary sewer manhole covers should not say "City of Clearwater"
9) NOTE AddltlOnal comments may be necessary based on the responses to condItions
All of the above to be addressed prior to C D B
Representa hve.
Prior to C 0
Cross dramage and access easements must be recorded
Envlronmen tal'
1) A wetland buffer IS requued 15' from the top-of-bank With a mamtenance area from that pomt
Total buffer from the wetland/creek IS 25' (Commumty Development Code, Article 3, SectIOn
3-907) 1/27/05 MET-Sheet 8 on deslgn plans satIfies reqUIrement
2) RetentIOn pond slopes are to be redeSigned to a slope 0 f 4 to 1
Fire.
Where underground water mams and hydrants are to be mstalled, they shall be mstalled,
completed, and m service pnor to constructlOll as per NFP A 241 Please acknowledge PRIOR
TO COB
2 Grate IOlets wlthm the roadway surface must meet the load reqUIrements of a fire truck (80,000
Ibs ) and be an HS-20 deSign PRIOR TO CDB
3 ThiS DRe ReView by Fire IS not an approval or review of any constructIOn plans or documents
other than Sile work
Hafbor Master:
J 1 No Issues
Development ReVIew Agenda - Thursday, January 27,2005 - Page 21
t is. fl .....
Legal:
1 No lssues
Land Resources:
UtilizatIOn of your arbonst could have aVOided ALL of the follow1Og reqUirements
Reconunend utlhzmg your arbonst to assist with prehmmary deSigns so tree Impacts can be
addressed and nnmnnzed pnor to plan subnnttal
Show the canopies of ALL trees on ALL plan sheets pnor to CDS ," ~ ~.
Reconunend utlliz10g the eXlst10g grades at trees #4 & 5 m order to preserve these trees 10 there
eXlst10g Island Provide pnor to COB
ReVise grades at tree #12, no grade change can occur Wlthlll 2/3 of the trees dnpl10e (canopy)
ReVise pnor to CDS
Provide a Tree PreservatIOn Plan prepared by a certified arbonst, consultmg arbonst, landscape
architect or other specmhst 10 the field of arb on culture ThiS plan must show how the proposed
bUlldmg, parkmg, stormwater and utillties Impact the crltical root zones (dnp hnes) of tree to be
preserved and how you propose to address these Impacts Ie, crown elevat1Og, root prun10g
and/or root aeratIOn systems Other data reqUired on thIS plan must show the trees canopy Ime,
actual tree barncade hnnts (2/3 of the dnp ]Ille and/or III the root prune hnes If reqUired), and
the tree barncade detail And any other pert10ent lllfonnatlOn relat10g to tree preservatiOn
Landscapmg:
I Landscape Plan does not show the Sight tnangles as descnbed In Article 3, DIVISion 9, revise
the plan to show these tnangles at all the street and dnveway mtersectlOns
Per SectIOn 3-1202 E 1 Code reqUlres a nnmmum of 10% 1Otenor green space of gross
vehicular use area or 12% of gross vehicular use area If park10g spaces area greater than 110%
of the reqUired park10g Intenor Islands shall be deSigned so that 10 most cases no more than 10
park10g spaces are proVided m a row 1ntenor Islands shall be a nummum of 150 sq ft, and be
8' of green space from back of curb to back of curb Areas on the "vehicular use area diagram"
do not meet these reqUirements and must be removed from the calculatIOns Also, BUlldmg
facade landscape does not count towards mtenor areas, as thiS another Code reqUirement III
Itself
Per SectIOn 3-1204 H Plants III the Sight triangles must be mstalled m accordance WIth the
reqUirements m Article 3, DIVISion 9 to mlmmlze traffic hazards
Per Secl10n 3-1202 E 1 - 1 Tree/island rrummum, I Tree/ 15 0 sq ft of reqUIred green space,
Shrubs 50% of reqUired green space, and Groundcover shall be utthzed for reqUired green
space m heu of turf
Per SectIOn 3-1204 D alllandscapmg must be protected from vehicular and pedestnan traffic
by the mstallatlOn of curbmg and wheel stops, or other protecl1ve deVices along the penmeter of
any landscapmg WhICh adJoms vehicular use areas and SIdewalks These protectlVe deVices
shall have a ffilmmum height of SIX mches above grade
2
3
4
5
2
3
4
5
6 Per Section 3 -1202 E 2 F ounda tlOn plantmgs shall be proVided for 100% of a bUlldmg facade
With frontage along a street nght of way, excludmg space necessary for bUild10g 10gress and
egress, wlth10 a nnmmum five foot Wide landscaped area composed of at least two accent trees
(or palm eqUivalents) or three palms for every 40 linear feet of bUlld10g facade and one shrub
for every 20 square feet of reqUired landscaped area A rrummum of 50% of the area shall
contam shrubs wlth the remamder to be ground cover
7 Per SectIon 3-1202 B I Code reqUires ground cover to be one gallon O11mmum, plans 10dlcate
as three gallon mlU\mum, thiS can be changed to add additiOnal plants 10 other areas of the site
as needed to meet Code Make changes m Legend and subrrut reVised page for review
8 Plan does not meet the reqUirements of penmeter p lantmgs m Code SectlOn 3 -1202 D
1 15 foot rrummum landscape buffer along Mc Mullen Booth IS reqUired by Code
2 The plan does not have suffiCient plant10g to meet the penmeter requIrements
Parks and Recreation:
The eXlstmg bUlldmg floor area (footprmt) needs to be added to the site data table Open Space
Impact fees are due pnor to Issuance of bUlldmg perrruts or final plat (If applicable) whichever
occurs first These fees could be substantial and 11 IS reconunended that you contact Deb
Richter at 727 -562-4817 to calculate the assessment
Stormwater'
1 I) An approved SWFWMD pemut IS to be obtamed pnor to Issuance of a bUlldmg perrmt
Solid Waste:
Development ReView Agenda - Thursday, January 27,2005 - Page 22
;
, .
"
That dumpster service be arranged with the Solid Waste Departmem pnor to the Issuance of an
occupatlOna] license or certificate of occupancy Please contact Tom GlelUl - 727-562-4930
Will need to relocate Dumpster enclosure for better accessibility please contact Solid Waste
Department
Traffic Engmeerlng.
1 1 Provide a 24' Wide dnve aisle wldth south of the bUlldmg
2 Provide one (1) loadmg space 12' Wide by 35' long (Commumty Development Code
3-1406{b) 1)
3 Provide nght turn deceleratlOn lane or a flare per FDOT standards, to keep motonsts from
makmg a nght turn In a through lane, espeCIally on an artenal roadway
4 Provide stop signs and stop bars where appropnate complymg with the current Manual on
Umform Traffic Control Devices
5 WIden the parkmg stall that IS located near the south western comer of the buildmg from 8 5'
to 9'
6 All turmng radIUS must comply With the CIty's Fire Department
7 Provide the wldth(s) of dnveways
All of the above to be addressed pnor to COB
General note A transportatlOn Impact fee will be deterrruned and p31d pnor to a C 0
The followmg to be addressed pnor to bUlldmg penmt
1 Obtalll a Plllellas County nght-of-way penmt for dnveway modificatIon and proposed nght
turn deceleratIOn lane
Plannmg:
Development Review Agenda - Thursday, January 27,2005 - Page 23
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Jl2
The InstitutIOnal (1) Dlstnct reqUires a front (east) setback of15 - 2.) Ieet and a side (north and
south) setback of 10 feet Pavement]s a structure by City of Clearwater Codes The proposed
front setback]s 10 feet, the slde (south) setback]s zero feel and the side (north) setback IS five
feet Staff cannot support the proposed front setback of 10 feet Staff may support the
proposed Side (south) setback of two feet, With sufficient Justlficatlon given Staff may support
the proposed Side (north) setback of five feet, with sufficient J ust]ficatlOn gIVen
Provide dimenSIOns from property hnes to all edges of pavement
Include all requued setbacks as part of the site data on Sheet 1/11
Show on the landscape plan Sheet 6/11 the reqmred sight vlslblhty tnangles
Dumpster enclosure must be of S1fndar matenal (plaster) and color as bmldmg
Proposed monument Sign must meet a five-foot setback ReVise locatIOn Show dimenSIOn
There IS a IS-foot Wide landscape buffer reqUIred along McMullen Booth Road and a ffi1ll1mum
five-foot Wide landscape buffer requued along the south and north property hnes Any
reductIOns of these buffers must be requested as part of the apphcatlOn and a ComprehenSive
Landscape Program apphcatlon must also be filed as part of the proposal Smce McMullen Booth
IS a scemc noncommercial corndor, Staff cannot suppor! a reductIOn to the 15-foot buffer along
the front
Landscape deSign on Sheet 6/11 should mcorporate proposed monument Sign ReVise
Parkmg lot hghtmg should be shown on the site plan and, more Importantly, on the landscape
plan, so as to ffi1mnuze shleldmg of parklllg lot hghtmg by landscapmg
All on-site utlhtles, mcludmg electnc and commumcahon hnes, must be underground
Under the wntten descnpt]on of requests, the deterrrunatlOn of gross floor area for parklOg
calculatIOns ]s stated Gross floor area, as defined by the City, "means the total lOtenor floor area
of a bUlldmg measured at the lOSlde face of the extenor walls, but excludlOg parklOg garages,
carports, stairwells and elevator shafts" The wntten descnptlon states that the GF A ]S 21,332
square feet, which 1S what should be used for parklOg calculatIOns (5 spaces/lOOO square feet x
21,332 sf= 107 spaces reqmred) The "net floor area" m the written descnptlOn]s not a Code
recogmzed method of calculatmg requued parkmg (atnum areas are not excluded by the
defimtlOn ofGFA) Revlselrecalculate
ProVide 10cal1on of outside mechamca! eqUipment and requlIed screenmg If on the roof,
mdlcate such
Proposed bUlldlOg height lOd]cated on the bmldmg elevations on Sheets A3 and A4 IS 30 feet to
the roof deck The proposed bUlldmg height hsted on Sheet 11I1 IS mconslstent Wlth the bmldmg
elevatIOns (stated as 50 feet)
Dlmens]on the width of all landscape Islands and parkmg row landscape separators
ProVide typical plantmg details for trees, palms, shrubs and ground cover plants, mcludmg
mstructlOns, SOlI mixes, backfilhng, mulchmg and protectIve measures
ProVIde the name and sample of all extenor bUlldmg colors
113
jl4
15
J16
Other.
No Comments
Notes. lobe placed on the 3/15/05 COB agenda, suhnut15 collated caples of the reVised plans & apphcatlOn matenal addressmg all
above departments' comments by 4 pm, 2/3/05 Packets shall be coUated, folded and stapled as appropnate
Development ReView Agenda - Thursday, January 27,2005 - Page 24
Owner(s).
North Bay Commulllty Ch Inc
3170 N Mcmullen Booth Rd
Clearwater, FI33761
TELEPHONE No Phone, FAX No Fax, E-MAIL No Emall
'Dr. -M
,. c. ,. Dr
1>R.C.
Ct-ft\~
tr
.
1:20pm.
Case Number FLD2004-12u~3 -- 3190 MCMULLEN BOOTH RD
Tom Radchffe
29228 Us Hwy 19 North
Clearwater, Fl 33761
TELEPHONE 727-784-3965, FAX 727-784-7153, E-MAIL tradchffe@lbsonhne corn
Loca ho n: 2 554 acres located on the west side of McM ullen Booth Road, dlIectly west of Bnar Creek Boulevard and
approximately 700 feet south of Mease Dnve
Atlas Page. 190A
Zonmg DIstrict I, Ins !ltutlOna I
Request. FleXIble Development approvallo permit a medical ChlllC With a reductton to front (east) setback from 25
feet to 10 feet (to pavement), a reductIOn to the sIde (north) setback from 10 feet to five feet (to pavement)
and a reductIOn to the Side (south) setback from 10 feet to zero feet (to pavement), as a ComprehensIve
Infill Redevelopment Project, underthe prOVISIons of SectIon 2-1204 A, and a reduction to the landscape
buffer along McMullen Booth Road from 15 feet to 10 feet (to pavement) and a reductIOn to the landscape
buffer along the south property lme from five feet to zero feet (to pavement), as a Comprehensive
Landscape Program, under the proVISions of Secl10n 3 -1202 G
Proposed Use Medical chll1c
NeIghborhood No Neighborhood AssocatlOn Data
AssoClatlOn(s).
Presenter Wayne Wells, Planner III
Attendees Included: City Staff Wayne Wells, Scott Rice, Joe Colbert, Rick Albee
Appl]cantlRep Tom Radchffe
The DRe reviewed thIS application With the followmg comments.
General Engmeermg'
1 I) The proposed FHA shall be mstalled facmg the mtemal dnve aisle for Fire Department to
access
2) The locatIOn of the fire hydrant assembly must meet Fife Department's reqUirements
3) Water service to be prOVided by Pmellas County, not City of Clearwater, as shown
4) Remove all unused dnve aprons per Pmellas County's reqUlrements
5) The eXlstmg samtary sewer shown Will need to he venfied Not shown on City Atlas
6) Dumpster enclosure W]1l need to be located so the vehIcle can access both bays
7) All water malO mstallatlOn and appurtenances shall meet Pmellas County's requlfements
8) Samtary sewer manhole covers should not say "City of Clearwater"
9) NOTE Addll10nal comments may be necessary based on the responses to conditions
All of the above to be addressed pnor to COB
Representa tlve-
Poor to C 0
Cross dralllage and access easements must be recorded
EnVironmental:
1) A wetland buffer IS reqUired 15' from the top-of-bank with a mamtenance area from that pomt
Total buffer from the wetland/creek IS 25' (Commulllty Development Code, Artide 3, SectIOn
3-907)
2) RetentIOn pond slopes are to be redeSigned to a slope of 4 to 1
Fire'
Where underground water maills and hydrants are to be mstalled, they shall be mstalled,
completed, and m service pnor to constructIOn as per NFP A 241 Please acknowledge PRIOR
TO COB
2 Grate mlets wlthm the roadway surface must meet the load reqUirements of a fire truck (80,000
lbs ) and be an HS-20 design PRIOR TO COB
3 ThiS DRC ReView by Fife IS not an approval or review of any constructIOn plans or documents
other than site work
Harbor Master'
I No lssues
Development Rev]ew Agenda - Thursday, January 27,2005 - Page 24
Legal'
1 No Issues
Land Resources:
Utlhzal10n of your arbonst could have aVOided ALL of the followmg reqmrements
Recommend utlhzmg your arbonst to assist with prehmmary designs so tree Impacts can be
addressed and ffi1nuruzed pnor to plan subnuttal
2 Show the canopies of ALL trees on ALL plan sheets pnor to COB
3 Recommend ul1hzmg the ex]stmg grades at trees #4 & 5 m order to preserve these trees III there
eXlstmg Island Provide pnor to COB
4 Revise grades at tree # 12, no grade change can occur wlthm 2/3 of the trees dnphne (canopy)
Revise pnor to CDB
5 Provide a Tree PreservatIOn Plan prepared by a certified arbonst, consultmg arbonst, landscape
archItect or other speclahst m the field ofarbonculture ThiS plan must show how the proposed
bUlldmg, parkmg, stormwater and utllllies Impact the cntlcal root zones (dnp hnes) of tree to be
preserved and how you propose to address these Impacts Ie, crown elevatmg, root prullIng
and/or root aeratIOn systems Other data required on thIS plan must show the trees canopy line,
actual tree barrlcade hmlts (2/3 of the dnp line and/or In the root prune lines If reqUIred), and
the tree barrlcade det311 And any other pertinent mformatlOn relatmg to tree preservatIOn
Landscaping.
1 Landscape Plan does not show the slghl triangles as descnbed m Article 3, DIvIsion 9, reVIse
the plan to show these triangles at all the street and dnveway mtersecl10ns
2 Per SectIOn 3-1202 E I Code reqUires a nummum of 10% mtenor green space of gross
vehIcular use area or 12% of gross veh]cular use area If parkmg spaces area greater than 110%
of the reqUired parkmg lntenor Islands shall be designed so that III most cases no more than 10
parkmg spaces are proVided m a row Intenor Islands shall be a ffi1ll1mum of 150 sq ft, and be
8' of green space from hack of curb to back of curb Areas on the "vehIcular use area dIagram"
do not meet these requuements and must be removed from the calculatIOns Also, BUlldmg
facade landscape does not count towards mtenor areas, as thlS another Code requuement In
Itself
3 Per SectIOn 3-1204 H Plants m the Sight tnangles must be mstalled m accordance With the
reqUirements m Article 3, DIV]Slon 9 to OllmffilZe traffic hazards
4 Per Section 3-1202 E I - I Tree/island nuOlmum, 1 Tree/150 sq ft of reqUired green space,
Shrubs 50% of reqUired green space, and Groundcover shall be ul1hzed for reqUired green
space III heu of turf
5 Per SectlOn 3-1204 D alllandscapmg must be protected from verucular and pedestrIan traffic
by the installatIOn of curbmg and wheel stops, or other protective deVices along the penmeter of
any landscaping whIch adjOlllS veh]cular use areas and Sidewalks These protective deVices
shall have a ffi1mmum height of SIX mches above grade
6 Per SectIOn 3-1202 E 2 FoundatIOn plantmgs shall be proVided for 100% of a bUlldmg facade
with frontage along a street nght of way, excludmg space necessary for bUlldmg mgress and
egress, w]thln a nullImum five foot Wide landscaped area composed of at least two accent trees
(or palm eqUIvalents) or three palms for every 40 linear feet of bUll ding facade and one shrub
for every 20 square feel of reqUITed landscaped area A mm]murn of 50% of the area shall
contam shrubs WIth the remamder to be ground cover
7 Per Section 3-1202 B 1 Code reqUIres ground cover to be one gallon nummum, plans mdlcate
as three gallon nummum, thls can be changed to add addlllonal plants 10 other areas of the sIte
as needed to meet Code Make changes m Legend and subnut reVIsed page for revIew
8 Plan does not meet the reqUIrements of pen meter pi ant lOgS in Code SectIOn 3-1202 D
I 15 foot mlmmum landscape buffer along Mc Mullen Booth IS reqUired by Code
2 The plan does not have suffiCient plantmg to meet the penmeter reqUIrements
Parks and RecreatIOn.
The eXlstmg bUlldmg floor area (footpnnt) needs to be added to the site data table Open Space
Impact fees are due pnor to Issuance ofbmldmg permits or final plat (Ifappbcable) whichever
occurs first These fees could he substanl1al and It IS recommended that you contact Deb
Richter at 727-562-4817 to calculate the assessment
Stormwater:
1 I) An approved SWFWMD perrrut IS to he obtamed pnor to Issuance of a bUlldmg perrrut
SolId Waste:
Development ReView Agenda - Thursday, January 27, 2005 - Page 25
That dumpster service be arranged with the So hd Waste Departmem pnor to the Issuance of an
occupatIOnal hcense or certificate of occupancy Please contact Tom Glenn - 727-562-4930
Will need to relocate Dumpster enclosure for better accesslblhty please contact Sohd Waste
Department
lraffic Engmeermg'
1 I Provide a 24' Wide dnve aIsle Width south of the bUlldmg
2 Provide one (1) loadmg space 12' WIde by 35' long (Commumty Development Code
3-1406(b) 1)
3 Provide nght turn deceleratIOn lane or a flare per FDOT standards, to keep motonsts from
makmg a fight turn m a through lane, espeCIally on an artenal roadway
4 Provide stop signs and stop bars where appropnate complymg with the current Manual on
Umform Traffic Control Devices
5 Widen the parkmg stall that ]S located near the south western comer of the bmldmg from 8 5'
to 9'
6 All turnmg radIUS must comply With the City'S Fue Department
7 ProVide the Wldth(s) of dnveways
All of the above to be addressed pnor to COB
General note A transportation Impact fee Wlll be determined and paId pnor to a C 0
The followmg to be addressed pnor to bUlldmg permit
1 Obtam a Pmellas County nght-of-way penll1t for dnveway modIficatIOn and proposed nght
turn deceleratIOn lane
Planmng:
Development ReVIew Agenda - Thursday, January 27,2005 - Page 26
2
3
4
5
6
7
The Inst1tutlOnal (1) Dlstnct reqUIres a front (east) setback of 15 - 2) Teet and a side (north and
south) setback of 10 feet Pavement]s a structure by City of Clearwater Codes The proposed
front setback IS 10 feet, the side (south) setback ]S zero feet and the side (north) setback IS five
feet Staff cannot support the proposed front setback of 1 0 feet Staff cannot support the
proposed side (south) setback of two feet Staff cannot support the proposed Side (north) setback
of five feet
Provide dimenSIOns from property hnes to all edges of pavement
Include all reqUired setbacks as part of the site data on Sheet 1/11
Show on the landscape plan Sheet 6/J I the reqUired slght vlSlblhty tflangles
Dumpster enclos'Ure must be of sundar rnatenal (plaster) and color as bUlldmg
Proposed monument sign must meet a five-foot setback ReVise locatIOn Show dlmenslOn
There IS a IS-foot Wide landscape buffer reqUired along McMullen Booth Road and a rrurumlUTI
five-foot wide landscape buffer reqUired along the south and north property hnes Any
reductIOns of these buffers must be requested as part of the applicatIOn and a ComprehensIVe
Landscape Program appl]catlOn must also be filed as part of the proposal Smce McMullen Booth
lS a scemc noncommerCial corndor, Staff cannot support a Teducl10n to the IS-foot buffer along
the front
Landscape deSIgn on Sheet 6/11 should mcorporate proposed monument sign Revise
Parkmg lot hghtmg should be shown on the sIte plan and, more Importantly, on the landscape
plan, so as to rrumnuze sh]eldmg ofpalkmg lot Iightmg by landscapmg
All on-site utIllt1es, mcludmg electriC and commUlllcatlOn hnes, must be underground
Under the wnUen descnptlOn of requests, the determlnal10n of gross floor area for parkmg
ca1culahons IS stated Gross floor area, as defined by the City, "means the total mtenor floor area
of a bUlldmg measured at the lllslde face of the extenor walls, but excludmg parkmg garages,
carports, stamvells and eleva tor shafts" The \vntten descflptlOn states that the GF A IS 21,332
square feet, wIuch IS what should be used for parkmg calculatIOns (5 spaces/l 000 square feet x
21,332 sf= 107 spaces reqUired) The "net floor area" m the written descnptlOn IS not a Code
recogmzed method of calcuJatlllg reqUired parkmg (atnum areas are not excluded by the
defill1tlOn of GF A) Revlselrecalculate
ProVide location of outSide mechalllcal eqUipment and reqUIred screemng If on the roof,
llldlcate such
Proposed bUlldlllg height mdlcated on the bUlldmg elevatIOns on Sheets A3 and A4 IS 30 feet to
the roof deck The proposed bUlldmg heIght listed on Sheet 1/11 IS mcons]stent With the bUlldmg
elevatiOns (stated as 50 feet)
DImenS]On the Width of all landscape ]slands and parklllg row landscape separators
PrOVide typical plantmg delalls for trees, palms, shrubs and ground cover plants, lllcludlllg
mstructlOns, SOlI ffi1xes, backfillmg, mulchmg and protectlve measures
ProVide the name and sample of all extenOT bU1ldmg colors
8
9
10
11
12
13
14
15
16
Other:
No Comments
Notes: ThlS applicatIOn IS lllsufficlent for the CDB
3/3/05 or on 2/24/05 for DRC on 3/31/05
Subffi1t revised plans and apphcatlOn package by noon on 1/31/05 for DRC on
Development ReView Agenda - Thursday, January 27,2005 - Page 27
5 \ENGINIAUTOCAOIATLAS\19OA dwg 02112101 D9 23 41 AM M<;reUOl eng'n_S-merge pC3
,.. A 1898
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Plr..ellas County Property Appr- ~er Information 21 28 16 92675 0000 111()
Page 2 0[5
21 I 28 I
16 I 92675 I 000 I 0100
3 0- t~ov - 2004 J lI''1 Srn th , UA P1nellas County Property Appraiser 10:44'38
OwnershlP InforMat1on Non-ResJ.dential Property Address, Use, and Sales
NORTH BAY COMMUNITY CH INC OBK' 08490 OPG. 1520
3170 N MCMULLEN BOOTH RO
CLEARWATER FL 33761-2007
EVACUA TION ZON E NONE
COMparable sales value as Prop Addr 3190 MCMULLEN BOOTH RO
of Jan 1, 2003, based on Census Tract 268.11
sales frOM 2002 - 2003
0 Sale Oate OR BoOk/Page Prlce (Qual/UnQ) Vac/IMp
Plat InforMatJ.on 12/1,993 8,490/1. 520 362,000 (Q) I
1987' Book 097 Pgs 096-097 0 /0 01 0 0 ( )
0000 Book Pgs - 0 /0 01 0 0 ( )
0000, Book Pgs - 0 /0 01 0 0 ( )
2004 Value EXEMPTIONS
Jus t / Marke t, 457. 900 HOMestead' NO Ownership % 000
Govt EX8r>l NO Use % , 000
Assessed/Cap, 457,900 InstitutJ.onal EyeM' YES Tax EX8r>lpt t, ODD
HlstorJ.c Exer>l 0
T axab Ie 0 Ag rJ.C U 1 tu ral , 0
2004 Tax InforMatJ.on
DJ.strlct CW Seawall' I=rontage'
Clearwater Vlew'
04 1Y1111age, 22 9694 Land 5J.ze UnJ.t Land Land Land
I=ront x Depth PrJ.ce Unlts Meth
04 Taxes, 00
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00 6) 0 x 0 .00 DO
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2004 taxes wJ.ll be
10,517 69
Short Legal TURTLE BROOKE SUB PARC EL A
Descrlptlon
Buildin~ InformatIOn
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11/30/2004
Plpellas County Property Appr ~er Infonnatron 21 28 169267500001 (If)
Page 3 of5
PI ooerty- and Land Use Code descnp-tlons
21 / 28 / 16 / 92675 / 000 / 0100
:01
30-Nov-Z004 J1M SM1th, CFA P1nellas County Property Appra1ser 10 44:39
COMMercial Card 01 of I IMproveMent Type Res COMM Use
Property Address 3190 HCHUllEN BOOTH RD Prop Use 353 Land Use 71
structural Elements
Foundat1on
Floor SysteM
Exter10r Wall
He1ght Factor
Party Wall
Structural FraMe
Roof FraMe
Roof Cover
Cab1net & M111
Floor F1n1sh
Inter10r F1n1sh
Total Un1ts
Continuous foot1ng
Slab on Grade
Conc Block/Stucco
o
None
None
Gable & Hip
COMpos1tion Sh1ngle
Average
Carpet COMb1nat1on
D rYlIlall
I
Heat1ng & A1r Heat1ng&Cooling Pckg
F1xtures 3
Bath T11e
Electr1c
Shape Factor
Quality
Year Built
Effect1ve Age
Other Deprec1at1on
Funct10n Deprec1at1on
EconOM1C Deprec1at1on
tlone
Average
Square
Average
1.979
ZO
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o
Sub Areas
OescrJ.pt1on Factor Area Oescr1ption Factor Area
1) Base Area t. 00 1,0 Z4 7) , 00 0
2) Ut111ty ZS 16 8) , 00 0
3) .00 0 9) , 00 0
4 ) 00 0 10) 00 0
5) .00 0 11) 00 0
6) .00 0 12) 00 0
Commercial Extra Features
oescr1pt1on 01MenS1ons Price Un1ts Value ReO Year
1) 00 0 0 0 0
2) 00 0 0 0 0
3) 00 0 0 0 0
4) 00 0 0 0 0
5) .00 0 0 0 0
6) .00 0 0 0 0
TOTAL RECORD VALUE 0
Map With Property Address (non-vacant)
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Prn.ellas County Property App"- ~er Jnformatlon 21 28 1692675 00001 f'l1)
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P~n.ellas County Property Appr- "er InformatIOn 2l 28 1692675 000 Olf)()
Page 5 of5
Pinellas County Property Appraiser
Parcel Information
Back to Search Pag~
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***REVISED (MEETING 'DATE CHANGE)***
CITY OF CLEARWATER
NOTICE OF SPECIAL COMMUNITY DEVELOPMENT BOARD MEETING
The Community Development Board of the CIty of Clearwater, Flonda, will hold public heanngs on Tuesday, March 22,
2005, begmrung at I 00 pm, m the City Council Chambers, m City Hall, 3rd floor, 1]2 South Osceola Ave, Clearwater,
Flonda, to consider the followmg requests'
NOTE' AlIllersons wl~hme: to addre~s an Item need to be present at the BEGINNING of the meetme:, Those ca~es
that are not contested bv the applicant. staff. nelE:hbormE: property owners. etc. w]1I be placed on a consent a2enda
and approved bv a slfle:le vote at the bee:mmne: of the meetme:
1 (cont from 2/15/05) Haddon House Inn. Inc & Roland R02ers (Haddon House of Clearwatcr, LLC) are rcquestmg
(1) Flcxlble Development approval to permit attached dwelling" With reductIOns to the front (south) setback from 25 ft to 15
ft (to bUlldmg) and from 25 ft to 42ft (to trash stagmg area), a reductIon to the front (west) setback from 25 ft to 8 ft from
the Coastal ConstructIOn Control Lmc (to pool deck), reductIOns to the Side (north) setback from 10 ft to 59ft (to bUlldmg)
dnd from 10 ft to 5 ft (to pool deck) and from 10 ft to 2 ft (to s]dewalk), a reductIOn to the side (west) setback from 10 ft to
32ft (to sldewalk), a reduchon to the Side (east) setback from 10 ft to 6 ft (to sldewalk), and an mercase to height from 30
ft to 64 ft (to roof dcck) Wlth an add]tlOnal 4 16 ft for penmeter parapet (from roof deck) and an addlllOnal 1583 ft for a
rooftop pavilion (from roof deck), and change of use from Overnight AccommodatiOns to Attached Dwell lOgS, as a
Residential Infill Project, undcr the provisions of Sec 2404 F, and (2) Transfer of Development Rlghts for 1 dwelhng umt
from 321 Coronado Dr, undcr thc prOViSiOns of Sec 4-l403 (TDR2004-10014) (Proposed Use' Attachcd dwelImg<; (l4
condonuruums) at 12 Idlewdd St, Columbia Sub, No 2, Blk A, Lot 6 and Clearwater Beach Rev, Blk 3, Lots 1, 13-15 and
part oflot 12 FLD2004-10076/TDR2004-10014
2 (cont from 2/15/05) JMB&A Developers LLC (R&S Investments of Pm elias, LLC & La Fiesta Bnghtwater, LLC) IS
requestmg FleXible Development approval to permit attached dwelhngs With a reductIOn to lot area from 10,000 to 7,214 sq
ft, a rcducnon to lot Wldth from 100 ft to 60 ft and an mcrease to bUIldmg height of an additIOnal 3 ft for perimeter parapets
(from roof deck - roof deck at 35-ft hetght) and to permit a bwldmg wlthm thc Vls]bllity trmngles, under the prOVISIOns of
Sec 2-803 B (Proposed Use, Attached dwellmgs (3 condonumums) at 105 Brl2htwater Dr. Bays]de Sub, No 2, Lot 2
Ii L D2004-09065
3 (cant from 2/15/05) Valerie LAvers, Tre (Jonnatl] Arcilltecture, Inc) IS requestmg Flexible Development approval to
permit a 351 sq ft addJtlOn to an eXIstmg bUlldmg With a reducnon to the front (west) sctback from 25 ft to 29ft (to
pavement) and 169ft (to eXlstmg bUlldmg), the front (north) setback from 25 ft to 39ft (to pavement) and 207ft (to
eXlsl!ng bUlldmg), a reductIOn III the stde (east) setback from 10 ft to 5 ft (to pavement), and the Side (south) setback from
lOft to 3 ft (to pavement) under the provI<;lons of See 2-704 C , as a ComprehcnslVe lnfill Redevelopment Project, and a
reduchon to the landscape buffer along the west Side fiom 15 ft to 29ft, a reductIOn to the Idndscape buffer along the north
side from 15 ft to 39ft, and a reduchon to the landscape buffer along the south slde from 5 ft to 3 ft, as a ComprehenSive
Landscdpe Program, under the prOV]Slons of See 1202 G (Proposed Use: Dental office) at SOlS. M ISSOll n Ave, Hibiscus
Gardens, Blk R, Lots 21,32-35 & part of30A FLD2004-11079
4 R]chard T Heidell. PA IS requestmg FleXible Development approval to permit an office With a reductIOn III the
ITIl1llmUm lot area from 10,000 sq ft to 7, 152 "q ft, reductIOn III the mmlmum lot Width from 100 ft to 60 ft, reductIOn III the
reqUired number of parking spaces from 7 spaces (3 spaces pcr 1,000 sq ft of GF A) to 6 "pdces (2 5 spaces per 1,000 sq ft
ofGFA), reduction m the front (north) sctback from 25 ft to 15 ft (to pavement), reducl10n m the rear (south) setback from
20 ft to 10 ft to bUlldmg, reductIOn III the slde (east) sctback from 20 ft to 5 ft to bUlldmg and to 15ft to walkway, reductIOn
10 the Side (west) setback from 20 ft to 10 ft to bUlldmg and parkIng, as a ComprehenSive Infill Redevelopment Project,
under thc prOV]Slons of Sec 2-1003 B (Proposed Use' A two-story office bUlldlllg 2,428 sq ft m area) at 2723 S R. 580,
Acker's Sub, B Ik 1, Lot 5 less N W 'ly ] 0 7 ft for Rd R/W FL D20 04-11 082
5 Robert G & Ana C Zdkel, James H, & Ann R Slavm, Tre. Robert D FranCIS & Lorrame y, HOrl, R()~alia
Menna. .JolIn J & MarE:aret 0 RubinO. Wilham D & Patricia A Gross. Robert R & Sharron A Rankine. Marcu"
I & RosWlta A Schmledt. Averv & Ann Corvell, Henry A & JUhilllC Hale, Carol D Larson, Christopher P
Gleason, Thomas & Claudia Dunne. Richard A & Rose-Mane Hamilton, Gree:or)' L, & Cheri U Boudreau. 'Jamara
U~tlallowskl. Wilham J .McNallv. Tre, Dames Llml!ed P,utnerslllp. Karl D & .Joanne M Jones. l7abela L. VC1e:cl
(Durvm/Chnstlan), Pamela K. Roberts, Dehra L & Chn"topher C Earlv (Lavm), Stephen N & Barbara D Vallan,
Bnan r, & Knstle K. Hllkok, Thoma" J & PatJcla A O'Connor, Pdtnck C. & Dawne Smith. Slrun & AveLi
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Sarafian, Phillis L Eae:le, Carvn A, & Georl!e A Kast, Sandra Kav Wlntere2'1! (Gree:orv Wmterel!l!), Robert W &
Barbara H Thacker. Thomas J. & Patncla A O'Connor. Ronald T & Patncla A FranclOse, Michael B, & Frances
B So~slau. Edward & Susan Grant, EU2'ene Edward Fltzpatnck, Patnck & Barbara K Nacol. Nlkolas T. SPlndellis,
Leonard & Geraldine Mennen, Deborah Himon. W]lham & Patncla Adams. Paul & Nancv Ben!strom. Jav & Gall
Jore:ensen. Klaus & Kave Harle:. Slee:frled Adam (Ursala Adam). Joseph & Michele S2'rOl, David Barnett. Leon &
Lmda Welch. Adrian Allen, Luu!! Del Basso & LOUIse Ward, ChUl & Soon Lee. Sunil Tae & Assaml EVlln, Lenore J
Smith Trust/Tres (Meier) & Wandel Smith. Jr Trustffres and KAJA Enterprises. LLC (John J. Anthonv) arc
requestmg a Flexlblc Dcvelopment approval to permit rcar deck/patIO additIOns to eXIstmg detached dwellmgs with a
reductIon to the rear setback from 15 ft to zero ft (to deck/patIO) and a reductIOn to the Side setback from 10 ft to zero ft (to
deck/patIo), as a ReSldentwllnfilI Project, under the prov]slOns of Sec 2-504 F (proposed Use: Rear deck/patio additIOns
to eXlstmg detached dwelhng~) at 1603. 1605. 1607. 1609, 1612. 1613. 1616. 1620. 1621. 1624. 1625.1628. 1629. 1632.
1633, 1636, 1637, 1639, 1640. 1641. 1643. 1644, 1645 and 1647 Sand Kev Estates Ct; and 130. 134. 142. 146. 147. 150,
154,155.158.159.162,166.167.170,174.178.182.186, 190. 194.198,202.206,210.218.219.222.223.230 and 231
Sand Kev Estates Dr, Moormgs of Sand Key, Lots 2-10, 12, 13 & l4 together with subm land, 15-17, 19,21-23, 25-29,
31-34,38-41,43-44,46-63,65 & 66 FLD2004-12084
6 North Bav Commllmty Church, Tnc. (CWMC, LLC) IS rcquestmg Flexible Devclopment approval to penrut a medIcal
clime With a reduction to front (east) setback from 25 ft to 15 ft (to pavement), a reductIOn to the Side (north) setback from
10 ft to 6 ft (to pavement) and a reduction to the Side (south) setback from 10 ft to zero ft (to pavement), as a
ComprehenSIve Infill Redevelopment Project, under the proV]SlOns of Sec 2-1204 A, and d reductIOn to the landscape buffer
along the south property line from 5 ft to zero ft (to pavement), as a ComprehenSive Landscape Program, under the
prOVISIOns of See 3-1202 G (Proposed Use: Medical chmc Wlth a gross floor area of 20,481 sq ft) at 3190 McMullen
Booth Rd, Turtle Brooke Sub, Parcel A FLD2004-12083
7 Liberty Bank IS requestmg Flex]ble Development approval (1) to perrrut retail sales and service (bank) and offices 10
thc Conunerclal Dlstnct With a reductIOn to the front (north) setback from 25 to 235ft (to pavcment), a reductIOn to the
front (east) setback from 25 ft to 20 ft (to bUlldmg), an mcrcase to bUlldmg height from 25 ft to 28 ft (to roof deck) With an
addllional 3 33 ft for parapet (from roof deck) and an additIOnal 8 83 ft for arcrutectural embellishments (from roof deck)
and a deViation to allow duect access to a major artenal street (Gulf to Bay), as a ComprehenSive Infill Redevelopment
Project, under the prOVISIOns of SectIOn 2-704 C, (2) to perrrut non-reSidentIal parkmg m the Medmm DenSity Resldenllal
Dlstnct with a reducl10n to front (east) setback from 25 ft to 15 ft (to pavement) and a deViatIon to place landscapmg on the
mSlde ofthc buffer fence along the west and south Sides of the property, as a Rcs]dentlal Infill Project, underthe proV]SlOns
of 2-304 G (Proposed Use Bank and office space) at 1611 Gulf to Bav Blvd, Longv]ew Sub, Lots 3-4, & 19-21
FLDZ004-11080
8 Clearwater Grande Development. LLC (Steve J Page) IS requcstmg (1) TenrunatlOn of Status of a Nonconforrruty for
density (rctam ex]stmg 91 oveffi1ght accommodatIOn rooms/umts), and (2) FleXIble Development approval to perrrut a 91-
room/Ull1t oveffi1ght accommodatIOn use With an accessory rcstaurant With a l"educllon to the front (north) setback from 15 ft
to I-ft (to dumpster stagmg area), a reductIOn to the rear (south) setback from 20 ft to zero ft (to pool deck) and to mcrease
the bUlldmg heIght from 35 ft to 100 ft (to roof deck), as a ComprehenSive Infill Redevelopment Project, under the
pro V] S] ons of See 2-803 C (Proposed Use: Overnight aceommodatJ on use of 91 rooms/uOlts) at 645-655 South Gulf view
Blvd. Bayslde Sub No 5, Blk C, Lot" 8- I I and RlP R T S FLD2004~ 12088
9 Da VI d Land Kathleen A J ,lYe. Tre are requestmg Flex]ble Development approval to perrrut car wash With a reduction
to thc front (north) setback along Stephcnson Dr from 25 ft to 23 ft (to blllldmg), as a ComprchenslVe Infill Redcvelopment
Project, under the provISIons of See 2-704 C, as an amendment to a preVIOusly approved Comprehensive Infill
Redevelopment Project (Case No FLD2004-04032 (WhICh permitted a car wash With reductlOm to the front (north) setback
along Stephenson Dr from 25 ft to 8 ft (to dumpster enclosure), from 25 ft to 24 ft to bUlldmg, a reduction from the front
(east) setback along Betty Lane from 25 ft to 20 ft to bUlldmg, a reductIOn from the ')Ide (west) setback from 10 ft to 5 ft to
the freestandmg vacuum area and from 10 ft to 9 ft to pavement, and a reductIOn to the reqUlred number ofparkmg spaces
from 7 to 3 spJces, as part of a Comprehensive Landscape Program, under the prOVISIOns of Sec 3-1202 GJ) (Proposed
Use A three-bay, self-serv]ce car wash with a reduced front (north) setback along Stephenson Dr from preVIOusly approved
24 ft to 23 ft) at 1410 North Bettv Lane, Stevenson's Heights, Blk A, Lot 27 }<'LD2004-04032A
10 Clcarwater Depot Iuc (C/O Pmch A Penny Inc). Clearwater Depot Iue. Cencot Corp, & PorpOise Pool & Patia
luc (Clearwater Tram Stdlion, Inc) are requestlllg a remand by CIrcUIt Court for acl10n COll'>lstent WIth Court '<; order
mduchng ImpOSItIOn of conditIons of approvdl (FleXible Developmcnt approval to perrrut an automobile servICe st.ltlOn In
the Downtown DIstnct as a Comprehen:;'lvc Infill Redevelopment Project, under the proviSions of SectIOn 2-903 C)
\ {
,
(Proposed Use: The redcvelopment of thc site wIth a 3,200 sq-ft convelllencc store with gas pumps) at 657 Court Street.
Magnolia Park, Blk 13, Lot 10, Lot 11 & part of Lot 12 les~ St & part of alley adJ Court Square, Blk 13, Lots 7 & 9, parts
of Lots 6 & 8 FLD2004-12045
Interested partlCS may appear and be heard at thc hearings or file wntien noltce of approval or objcctlOn with the Planrung
DIrcctor or City Clerk pnor to the heaTing Any person who decIdes to appeal any dee]s]on made by the Board, with re~pect
to any matter considered at such heaTlng~, will need to request a rccord of the proceedmgs and, for such purpose, may need
to ensure that a verbatlm record of the proceedlng~ IS made, which record Includes the testimony and eVidence upon wruch
thc appeal IS to bc based per Flonda Statute 286 0105 Connnumty Development Code Sec 4-206 states that party statu~ shall
be granted by the Board lt1 quasI-Judicial case~ If the person requestmg such status demonstrate" that s/he ]s sub"tanhally
affected Party status enhtles parties to personally testIfy, present eVidence, argument and witnesses, cross-examme Wltnesses,
appeal the decIsIOn and spcdk on reconSIderatIOn request", and needs to be requested and obtamed dunng the casc discussIOn
before the COB
An oath wJ\\ be adnumstered sweanng In all persons glvlllg teSl1mony m quasI-Judicial public heanng cases !fyou Wish to
speak at the meetmg, pleasc Walt to be recogll1zed, then state and spell your name and provIde your address Person~
Without party status speakmg before the COB shall be limIted to three mlllutes unless an mdlVldual ]S repre~ent1l1g a group
111 which case the Chairperson may authonze a rcasonable amount of I1me up to 10 rrnnutes
Five days pnor to the meetlllg, staff reports and recommendatIOns on the above requests Will be available for review by
mterested parties between the hours of 8 30 a m dnd 4 30 pm, weekdays, at the City of Clearwater, Planrung Department,
100 S Myrtle Ave, Clearwater, FL 33756 Please contact thc case presenter, at 562-4567 to diSCUSS any queshons or
concerns about the project and/or to better understand the proposal and review the sIte plan
Cyndl Tarapam
Planmng DIrector
Cynthia E Goudcau, CMC
City Clerk
City of Clearwatcr
POBox 4748, Clearwater, FL 33758-4748
NOTE Apphcant or representative must be present at the hearing
A COpy OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE
SERVICES, ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATrON IN
ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST,
Ad 03/06/05
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601 MAIN ST PTNSHP
DUNEDIN FL 34698 - 5848 A TTN JEFF VAN HOUTEN
500 LOCUST ST
DES MOINES IA 50309 - 4104
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3155 N MCMULLEN BOOTH RD
CLEARWATER FL 33761 - 2008
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FESSLER, JACK L
FESSLER, ELAINE A
3165 N MCMULLEN BOOTH RD
CLEARWATERFL33761-2032
LORAH, MAX E TRE
LORAH, MARY J TRE
112 SILVER FOX DR
SAFETY HARBOR FL 34695 -
4672
PINDER, EVERETT F
PINDER, GERALDINE 0
118 SILVER FOX DR
SAFETY HARBOR FL 34695-
4672
PIER/DOMINICI, ROBERT
124 SILVER FOX DR
SAFETY HARBOR FL 34695 -
4672
ORLANDO, RALPH V
125 JUNIPERUS DR
SAFETY HARBOR FL 34695 -
4652
ROSSELLO, ELIZABETH S
119 JUNIPERUS DR
SAFETY HARBOR FL 34695-
4652
FIACABLE, NAOMI G
FIACABLE, PHIL
113 JUNIPERUS DR
SAFETY HARBOR FL 34695 -
4652
HALL, ROBERT P
PETERSON-HALL, SHARON K
120 BEECHWOOD DR
SAFETY HARBOR FL 34695-
461 I
~ZBIKOWSKI' SHIRLEY M
ZBIKOWSKI, ANTHONY M
126 BEECHWOOD DR
\AFETY HARBOR FL 34695 -
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RACKLEY, WILLIE C
114 SILVER FOX DR
SAFETY HARBOR FL 34695-
4672
RITTER, CLARENECE H
RITTER, AGATHA
120 SILVER FOX DR
SAFETY HARBOR FL 34695 -
4672
COAR FAMILY TRUST
COAR, GEORGE H BEN
I 26 SILVER FOX DR
SAFETY HARBOR FL 34695 -
4672
SALVADOR, PATRICIA S
123 JUNIPERUS DR
SAFETY HARBOR FL 34695-
4652
FRITZ, AL'FRED
FRITZ, RUTH L
li7 JUNIPERUS DR
SAFETY HARBOR FL 34695-
4652
ANDRECHAK, JOHN
ANDRECHAK, STEPHANIE
112 BEECHWOOD DR
SAFETY HARBOR FL 34695 -
461 I
MELLO, ROGER
MELLO, CYNTH IA L
122 BEECHWOOD DR
SAFETY HARBOR FL 34695 -
4611
GUAZZEROTTI, JOE
127 SILVER FOX DR
SAFETY HARBOR FL 34695-
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,-lINELLAS COUNTY
315 COURT ST
CLEARWATER FL 33756 - 5165
BRIAR CREEK MBL HOME
COMNTY I
3175 MCMULLEN BOOTH RD
SAFETY HARBOR FL 34695 -
MOORE, JAY A
MOORE, BETSY A
116 SILVER FOX DR
SAFETY HARBOR FL 34695 -
4672
BJORN, RICHARD A
BJORN, LINDA L
122 SILVER FOX DR
SAFETY HARBOR FL 34695-
4672
BOURDON, PATRICIA
BOURDON, BILLY JOE
13627 PINE LAKE AVE
CEDAR SPRINGS M149319 - 8591
MC DONALD, FLOSSIE E
121 JUNIPERUS DR
SAFETY HARBOR FL 34695 -
4652
LABOLLITA, PATRICIA A
115 JUNIPERUS DR
SAFETY HARBOR FL 34695-
COSTAGE, ANDREW S
114 BEECHWOOD DR
SAFETY HARBOR FL 34695-
4611
COST AGE, GEORGE IRE
COSTAGE, NANCY M TRE
124 BEECHWOOD DR
SAFETY HARBOR FL 34695-
4611
PAONESSA, JOSEPH J
PAONESSA, FLORENCE A
.120 SUMMER 5T
STONEHAM MA 02180 - 1844
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ACUFF, GENEVIEVE R KURLlNSKI, ANN DA VIS, HELENA F
123 SILVER FOX DR 121 SILVER FOX DR 119 SILVER FOX DR
SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695 - SAFETY HARBOR FL 34695-
4673 4673
SCHMALIX, EILEEN M GEIGENMILLER, DUDLEY H CARLSON, RUTH M
117 SIL VER FOX DR GEIGENMILLER, MADEL YN WILSON, DONNA J
SAFETY HARBOR FL 34695 - 115 SILVER FOX DR 113 SILVER FOX DR
4673 SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695 -
4673 4673
JONES, THELMA A PALEN, SIDNEY L GRECKY, WALTER C JR
JONES, WILLIAM F JR 81 CEDAR ELM DR GRECKY, BARBARA A
79 CEDAR ELM DR SAFETY HARBOR FL 34695 - 366 COLLlNGTON DR
SAFETY HARBOR FL 34695- 4622 RONKONKOMA NY 11779 - 4939
4622
NETTERFIELD, GEORGE TRE LAMPE, BERNICE H FLANAGAN, HAROLD
180 I EAST LAKE RD # 3C 87 CEDAR ELM DR FLANAGAN, JUDITH
PALM HARBOR FL 34685- SAFETY HARBOR FL 34695 - 97 RIVER ST
4622 WINDSOR CT 06095 - 1362
KELLEHER, CAROLYN B HOPKINS, KENNETH J ABBATE, THOMAS
91 CEDAR ELM DR HOPKINS, MARGARET P ABBATE, DORAM
SAFETY HARBOR FL 34695- 561 CHURCH HILL RD 95 CEDAR ELM DR
4622 LANDENBERG PA 19350 - 1592 SAFETY HARBOR FL 34695 -
4622
HARVEY, LLOYD A STEFFEN, EUGENE L FREIERMUIHT, ULRIKE M
HARVEY, LOIS M STEFFEN, PATRICIA A FREIERMUIHT, MARC A
94 REDWOOD DR 92 REDWOOD DR 90 REDWOOD DR # 12
SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695 -
4667 4667 4667
GALLO, SHIRLEY SCHMIERER, VIRGINIA RIDER, GEORGE W
88 REDWOOD DR # 13 86 REDWOOD DR 84 REDWOOD DR
SAFETY HARBOR FL 34695 - SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695 -
4667 4667 4667
KNUTSEN, CHARLES P BOURDON, DOROTHY G LINTZ, DOUGLAS D
82 REDWOOD DR 80 REDWOOD DR LINTZ, CHARLOTTE M
SAFETY HARBOR FL 34695 - SAFETY HARBOR FL 34695- 78 REDWOOD DR
4667 4667 SAFETY HARBOR FL 34695-
4667
DOYLE, THOMAS W SR DUSZYNSKl, VALENTINE P MC NEIL, DONALD A
DOYLE, DOROTHY A DUSZYNSKI, DOROTHY A 83 REDWOOD DR
79 REDWOOD DR 81 REDWOOD DR SAFETY HARBOR fL 34695 -
SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695 - 4668
4668 4668
HORV A TH, THOMAS J GRAFF, DAISY DIRE FELDES, JOYCE L
HORVATH, MARYANN H 87 REDWOOD DR 89 REDWOOD DR
370 COLLINGTON DR SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695 -
RONKONKOMA NY 11779 - 4939 4668 4668
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W ARCZYG LOW A, CHESTER HOENE, ARTHUR C FORGUE, ROBERT W
WARCZYGLOWA, ESTHER 93 REDWOOD DR FORGUE, STELLA
91 REDWOOD DR SAFETY HARBOR FL 34695- 95 REDWOOD DR
SAFETY HARBOR FL 34695- 4668 SAFETY HARBOR FL 34695 -
4668 4668
SCHNEIDER, GEORGE A LICARI, MARY T VINCENT, ROLAND H
SCHNEIDER, VIRGINIA E 92 JACARANDA DR VINCENT, JUNE G
94 JACARANDA DR SAFETY HARBOR FL 34695- 90 JACARANDA DR
SAFETY HARBOR FL 34695 - 4648 SAFETY HARBOR FL 34695-
4648 4648
MOORE, JOSEPHINE A BROWN, JACK M BYRNE, MARKS
88 JACARANDA DR BROWN, JUANITA M BYRNE, LINDA
SAFETY HARBOR FL 34695- 86 JACARANDA DR 9110 ST REGIS LN
4648 SAFETY HARBOR FL 34695- PORI RICHEY FL 34668 - 4955
4648
ZIMDARS, GERHARD E WAGNER, MARILYN J HA YES, JOHN E
ZIMDARS, DIANA 80 JACARANDA DR HAYES, LINDA H
82 JACARANDA DR SAFETY HARBOR FL 34695- 6953 TAWNY DR
SAFETY HARBOR FL 34695 - 4648 NIAGARA FALLS NY 14304-
4648 3023
GRIMM, EDWARD P TRE ANDREWS, WILLIAM J TRE LINDSA Y, WILLIAM F
GRIMM, SHIRLEY EIRE ANDREWS, BERNICE I TRE LIND SA Y, F LOUISE
79 JACARANDA DR 81 JACARANDA DR 83 JACARANDA DR
SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695 -
4640 4640 4640
WAHL, EDWARD R FOLEY, EDWARD D FORRESTER, FREDERICK J
WAHL, FRANCES M 87 JACARANDA DR CARTER, SYLVIA M
105 HIBBARD DR SAfETY HARBOR FL 34695- 89 JACARANDA DR
AJAX ON LIZ 118 00030- 4640 SAFETY HARBOR FL 34695-
CANADA 4640
PAULEY, B JOE MAURACHER, JOHN A DENNIS, WARREN J
91 JACARANDA DR MAURACHER, MARGARET DENNIS, NANCY A
SAFETY HARBOR FL 34695- 145 F ANSHA W ST # 611 95 JACARANDA DR
4640 THUNDER BAY ON P7C 5Y 4 SAFETY HARBOR FL 34695 -
00030 - 4640
- - - -
BRANCH, LARRY L GREEN, GAIL NORRIS, SUSAN K
BRANCH, PATRICIA A PO BOX 848 90 CYPRESS DR
94 CYPRESS DR FENELON FALL ON KOM I NO SAFETY HARBOR FL 34695 -
SAFETY HARBOR FL 34695 - 00030 - 4637
4637 CANADA
MC CUBBINS, EUGENE L GRIFFIN, FRANK J JR WESTON, RAYW
88 CYPRESS DR 86 CYPRESS DR WESTON, fREDIA M
SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695- 351 S EAST ST
4637 4637 MORRAL OH 43337 - 9311
,
ELLIS, EARL W THYGERSON, ROBERT W WILSON, GORDON 0
ELLIS, NANCY P THYGERSON, PATRICIA J WILSON, LAURA E
82 CYPRESS DR 80 CYPRESS DR 78 CYPRESS DR
SAFETY HARBOR FL 34695 - SAFETY HARBOR FL 34695 - SAFETY HARBOR FL 34695-
4637 4637 4637
MARTINO, JOHN R JOHNSON, JAMES D DA VIS, HARRIET E
MARTINO, LUCILLE P JOHNSON, RUTH M STEWART. JANICE K
81 CYPRESS DR 83 CYPRESS DR 85 CYPRESS DR
SAFETY HARBOR FL 34695- SAFETY HARBOR FL 34695 - SAFETY HARBOR FL 34695 -
4628 4628 4628
FINNEGAN, ARTHUR G MC LERNON, IRENE S HOWELL, RONALD G
FINNEGAN, ALDEA M 89 CYPRESS DR HOWELL, CAROLYN M
I PARADISE ST SAFETY HARBOR FL 34695- 91 CYPRESS DR
GORHAM NH 03581 - 1306 4628 SAFETY HARBOR FL 34695 -
4628
GREGORY, THERESA A WARREN, MARGARET E THOMAS, MARIE G
93 CYPRESS DR HUNT, JOAN I 94 CHESTNUT DR
SAFETY HARBOR FL 34695- 95 CYPRESS DR SAFETY HARBOR FL 34695 -
4628 SAFETY HARBOR FL 34695 - 4625
4628
HALL, DONALD N CHAPMAN, VINCENT L QUIMBY, SHIRLEY H
HALL, ANNETTE 90 CHESTNUT DR 88 CHESTNUT DR
8165 DALE ST SAFETY HARBOR FL 34695 - SAFETY HARBOR FL 34695 -
DEARBORN HEIGHTS MI 48127- 4625 4625
1421
JENKINS, NANCY L FYHRIE, CARL B LEMIEUX, ROBERT G
86 CHESTNUT DR FYHRJE, TILLIE E LEMIEUX, ANNETTE C
SAFETY HARBOR FL 34695- 84 CHESTNUT DR 54 SHORE DR
4625 SAFETY HARBOR FL 34695- HAMPSTEAD NH 03841 - 2607
4625
DIOCESE OF SW FL rNC LANDMARK PLACE CONDO PINELLAS COUNTY
7313 MERCHANT CT ASSN INC 315 COURT ST
SARASOTA FL 34240 - 8437 PO BOX 2823 CLEARWATER FL 33756 - 5165
CLEARWATER FL 33757 - 2823
NORTH BAY COMMUNITY CH YOUNG, EDWARD W BETHEL LUTHERAN CHURCH
INC YOUNG, PAMELA A INC
3 I 70 N MCMULLEN BOOTH RD 3160 MCMULLEN BOOTH RD 3166 N MCMULLEN BOOTH RD
CLEARWATER FL33761-2007 CLEARWATER FL 33761 - 2007 CLEARWATER FL 33761 - 2025
LANDMARK PLACE CONDO SHOCKLEY, RICHARD L HARRISON, RANDALL J
ASSN SCOCKLEY, DOROTHY B HARRISON, MARY E
3207 LANDMARK DR 2950 BA Y MEADOW CT 3203 LANDMARK DR # 2\ 02
CLEARWATER FL 33761 - 1921 CLEARWATER FL 33761 - 3304 CLEARWATER FL 33761 - \922
BURNETT, LINDA J COOK, LINDA K IRREV SUPP THOMAS, JUDITH M
3203 LANDMARK DR # 2103 NEEDS KEVERLfNE, LINDA M
CLEARWATER FL 33761 - 1922 COOK, LINDA K BEN 3203 LANDMARK DR # 2105
3203 LANDMARK DR # 2104 CLEARWATER FL 33761 - 1922
CLEARWATER FL 33761 - 1922
LEARD, RONALD E BILOVESICK, SHARON L DOLCE, JOSEPH E
LEARD, KATHRYN A 3203 LANDMARK DR # 2202 3203 LANDMARK DR #2203
3203 LANDMARK DR # 2201 CLEARW ATER FL 33761 - 1922 CLEARW A TER FL 33761 - 1922
CLEARWATER FL 33761 - 1922
WUHR, HEINRICH BRIGIDA, GRAZYNA PENNINGS, MICHAEL
POSTFACH 104536 3203 LANDMARK DR # 2205 PENNINGS, MARY
44045 DORTMUND 00004- CLEARWATER FL 33761 - 3031 GEIGER CT
GERMANY CLEARWATER FL 33761 - 2005
MC DONALD, MA TTf-IEW A WHITEHURST, BARBARA P SIMON, PENELOPE A
MC DONALD, LINDA WHITEHURST, JAMES R SIMON, DAVID A
3037 GEIGER CT 3043 GEIGER CT 3049 GEIGER CT
CLEARWATER FL 33761 - 2005 CLEARWATER FL 33761 - 2005 CLEARWATER FL 33761 - 2005
DIOCESE OF SW FL INC LANDMARK PLACE CONDO GABLE, LAWRENCE E
7313 MERCHANT CT ASSN 3205 LANDMARK DR # 3101
SARASOT A FL 34240 - 8437 3207 LANDMARK DR CLEARWATER FL33761 - 1923
CLEARWATERFL33761 - 1921
REICHMAN, JACK TATE, TERESA N PARKER, MARLENE L
REICHMAN, ALICE 3205 LANDMARK DR # 3103 LEWZEY, ROBERT T
3205 LANDMARK. DR # 3102 CLEARW A TER FL 33761 - 1923 3205 LANDMARK DR # 3-3104
CLEARWATER FL 33761 - 1923 CLEARWATER FL 33761 - 1923
LA RUE, DENNIS A GIBSON, EDWARD L KOGUT, RICHARD S
3205 LANDMARK RD # 3105 GIBSON, BARBARA A KOGUT, SHERRY S
CLEARWATER FL 33761 - 1923 3205 LANDMARK DR # 3201 150 KAREN DR
CLEARWATER FL 33761 - 1923 ELIZABETH PA 15037 - 2405
BRADY, JILL C BURBRIDGE, COY C SPITZ, JOHN K
3205 LANDMARK DR # 3203 BURBRIDGE, FRANCES SPITZ, TERRI M
CLEARWATER FL 33761 - 1923 8290 S ARCHER AVE 3205 LANDMARK DR # 3205
WILLOW SPRINGS IL 60480- CLEARWATER FL 33761 - 1923
1464
LANDMARK PLACE CONDO FRATTARUOLO, MICHAEL A DOWNEY, CONNIE S
ASSN FRATTARUOLO, LOUISE A 3201 LANDMARK DR # 1102
3207 LANDMARK DR 3201 LANDMARK DR # 1101 CLEARWATER FL 33761 - 1920
CLEARWATER FL 33761 - 1921 CLEARW ATER FL 33761 - 1920
BUCHANAN, DAVID SHILLINGTON, KENNETH SCHMITT, ROBERT J
BUCHANAN, JOANNE SHILLINGTON, HELEN SCHMITT, JUDITH G
3201 LANDMARK DR # 1103 46 REGINA ST 3201 LANDMARK DR # 1105
CLEARWATER FL 33761 - 1920 LONDON ON N5Y 387 00030- CLEARW A TER FL 33761 - 1920
CANADA
LANNI, MELISSA JANKE, STEVEN F SACKMANN, SUZANNE M
3201 LANDMARK DR # 1201 JANKE, LONETT A M SACKMANN, RICHARD J
CLEARWATER FL 33761 - 1920 3201 LANDMARK DR # 1202 3201 LANDMARK DR # 1203
CLEARWATER FL 33761 - 1920 CLEARWATER FL 33761 - 1920
RANALLO, ELEANOR W CA WOOD, WAYNE J LANDMARK PLACE CONDO
GAAL, WILLIAM H CA WOOD, SUSAN L ASSN
3201 LANDMARKDR# 1204 3201 LANDMARK DR # 1205 3207 LANDMARK DR
CLEARW A TER FL 33761 - 1920 CLEARWATER FL 33761 - 1920 CLEARWATER FL 33761 - 192]
NEUHARDT-SHONE, DEBRA JACKSON, ROY D MORHART, GARY S
3209 LANDMARK DR # 4401 JACKSON, MONIKA 17 HARNlSWORTH AVE
CLEARWATER FL 33761 - 1919 3209 LANDMARK DR # 4402 BRAMPTON ON L6X 2N2 00030
CLEARWATER FL 33761 - 1919
CANADA
NIARHOS, THEODORE KOV ALICK, DARLENE TODD, SARA
NIARHOS, CAROLYN R 3209 LANDMARK DR # 4405 3209 LANDMARK DR
3209 LANDMARK DR # 4404 CLEARWATER FL 33761 - ]919 CLEARWATERFL33761 - 1919
CLEARWATER FL 33761 - 1919
HOVHANNISY AN, SUSANNA G MOELLER, HANS H GEISMAR, MARION L
HOVHANNISY AN, ARAM OELSNERRING 32 3209 LANDMARK DR # 4409
3209 LANDMARK DR # 4407 22609 HAMBURG 00004- CLEARW ATER FL 33761 - 1919
CLEARWATER FL 33761 - 1919 GERMANY
DE CESAR, CHARLES P COHEN, CY A WALTER, NANCY L
DE CESAR, MILDRED T COHEN, CLARICE T 3211 LANDMARK DR # 5502
3209 LANDMARK DR # 4410 3211 LANDMARK DR # 5-5501 CLEARWATER FL33761 - 1907
CLEARWATER FL 33761 - 1919 CLEARWATER FL 33761 - 1907
MARTINI, JOSEPH TRUST MIRAGLIA, TERESA M BADGEROW, JULIE M
2888 BANCROFT CIR E # D 32] I LANDMARK DR # 5-5504 BADGEROW, BRADLEY D
PALM HARBOR FL 34683 - 2507 CLEARWATER FL 33761 - 1907 3211 LANDMARK DR # 5505
CLEARWATER FL 33761 - 1907
PRA WL, LTSSETTE TURIM, FRANKLIN R RAHAMIN, REUV AN
2469 HIDDEN PINES LN TURIM, SUSAN TURIM, RUTHANNE C EST
CLEARW A TER FL 33761 - 2977 3211 LANDMARK DR # 5507 4248 BASSWOOD RD
CLEARWATER FL 33761 - 1907 MINNEAPOLIS MN 55416 - 3849
DI MARIA, CAROL S WINTER, ROBERT K SOLA, SYLVETTE
3211 LANDMARK DR # 5509 3211 LANDMARK DR # 5510 SOLA, RICHARD
CLEARW A TER FL 33761 - 1907 CLEARWATER FL 33761 - 1907 3020 TURTLE BROOKE
CLEARW A TER FL 33761 - 2018
FINK, SCOTT FAULHABER, FRITZ SIMON, CALVIN H
FINK, KATHLEEN FAULHABER, PING PAN KENTOV, ROCHELLE
3030 TURTLE BROOKE 3040 TURTLE BROOKE 3055 TURTLE BROOKE
CLEARWATER FL 33761 - 2018 CLEARWATER FL 33761 - 2018 CLEARWATER FL 33761 - 2018
FISHMAN, STANLEY J TAMAYO, WILLIAM NORTH BAY COMMUNITY CH
FISHMAN, RITA F 3035 TURTLE BROOKE INC
3045 TURTLE BROOKE CLEARWATER FL 33761 - 2018 3170 N MCMULLEN BOOTH RD
CLEARWATER FL 33761 - CLEARWATER FL 33761 - 2007
TRIPODIS, STANTON P TURCO, LOU TRUST DOGANIERO, FRANK D TRE
TRIPODJS, ANNA C 1101 MOORE RD 3024 WOODSONG LN
3072 WOODSONG LN A VON OR 44011 - 4043 CLEARWATER FL 33761 - 202\
CLEARWATER FL 33761 - 2021
KOEHLER, J0HN A
KOEHLER, SANDRA K
3012 WOODSONG LN
CLEARWATERFL33761-2021
Tom Radcllffe, L1overas, 8am &
Stevens
29228 US Highway 19 N
Clearwater, FL 3376\
Clearwater Neighborhoods CoalitIon
Doug Wllham~, PresIdent
2544 Fnsco Dnve
Clearwater, FL 33761
3190 McMullen Booth Road
F LD2004-12083
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PlANNING DEPARTMENT
POST OFFICE Box 4748, CU,ARWATFR, FLORIDA 33758-4748
MUNICIPAL SFRVlCES BUIl.DING, 100 SOUTH MYR1LI: AVFNUE, CLEARWATER, FLORIDA 33756
fHEPHONE (727) 562-4567 FAX (727) 562-4576
.
CITY OF
CLEARWATER
tONG RANGE PU,'lNING
DEVELOPMENT REVlFW
March 25,2005
Mr Tom Radchffe
Lloveras, Bauer & Stevens
29228 US Highway 19 N
Clearwater, FL 3376l
RE Development Order - Case FLD2004-12083
3190 McMullen Booth Road
Dear Mr Radcliffe
Th1s letter constitutes a Development Order pursuant to SectJon 4B206 D 6 of the Commumty
Development Code On March 22, 2005, the Commumty Development Board reVIewed your request for
Flex1ble Development approval to pernl1t a medical chmc w1th a reductJon to front (east) setback from 25
feet to 15 feet (to pavement), a reduction to the Side (north) setback from lO feet to SlX feet (to pavement)
and a reductIOn to the slde (south) setback from 10 feet to zero feet (to pavement), as a ComprehenslVe
Infill Redevelopment Project, under the provIsIOns of SectJon 2-l204 A, and a reductlOn to the landscape
buffer along the south property line from five feet to zero feet (to pavement), as a ComprehensIve
Landscape Program, under the provlSlons of SectIOn 3-1202 G The Commumty Development Board
(COB) APPROVED the apphcatlOns w1th the followmg bases and cond1tJons
Bases for Approval
I The proposal comphes with the FleXible Development cntena as a Comprehensive Infill
Redevelopment Project pcr SectlOn 2-l204 A,
2 The proposal1s m compliance with other standards 10 the Code mcludmg the General Apphcablhty
Cntena per SectIon 3-913, and
3 The development 1S compatible With the sUlToundmg area and will enhance other redevelopment
efforts
CondltJons of Approval
1 That, pnor to the Issuance of any permIts, a shared parkmg agreement and cross-access agreement be
recorded m the publIc records,
2 That the final deSIgn and color of the bUlldmg be consistent With the conceptual elevatiOns submIttcd
to, or as modIfied by, the CDB,
3 That, pnor to the Issuance of any permits, the dumpster enclosure be designed With matenals and
color consIstent With the pnnclpal bmldmg,
4 That the freestandmg Slgn be hmlted to SIX feet m height above the fimshed grade of the front
property Ime, be cons1stent WIth the design and color of the pnnclpal bmldmg and be coordmated
mto the landscape design of the Slte The eXlstmg Slgn wlthm the nght-of~way shall be removed
pnor to the lssuance of a Certificate of Occupancy,
BRIAN J AUl\GS I , M/\ YOR COMMI~SIONrR
HOIT HAMIlTON VI( r iVL\YOR COM~j]~S]ONrR WHITNF'l (jR.\\ CO\IIIIS~IOI\1 R
r HANK IIIBRARD, COMMI~~ION~R * Bill JONSON COIIIII"IO,\I R
"[QUAl fMPIOYMrNT \ND AFI I[{MA1IVI Ac 1I0\J [MPIOYJ-[{"
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March 25, 2005
Radcliffe - Page Two
5 That, prIor to the Issuance of any permits, a Plnellas County rIght-of-way permit be obtained for the
drIveway modificatIOn and the proposed nght turn deceleratIOn lane,
6 That, pnor to the Issuance of any permits, a Tree PreservatIOn Plan prepared by a certIfied arbonst,
consultmg arbonst, landscape archItect or other speclahst m the field of arbonculture be submitted
ThiS plan must show how the proposed buddmg, parkmg, stormwater and utilitIes Impact the cntlCal
root zones (dnp lmes) of tree to be preserved and how these Impacts are addressed (Ie, crown
elevatmg, root prumng andlor root aeration systems) Other data reqUired on thiS plan must show the
trees canopy lme, actual tree bamcade limIts (2/3 of the dnp hne and/or m the root prune hnes If
reqUired), the tree barncade detaIl and any other pertinent mformatlOn relatmg to tree preservatIon,
7 That all Fire Department reqUlrements be met pnor to the Issuance of any perrmts,
8 That, pnor to the Issuance of the CertIficate of Occupancy, traffic Impact fees be assessed and paid,
and
9 That all Parks and Recreation fees be paid pnor to the Issuance of any permits
Pursuant to Section 4-407, an application for a bmldmg permIt shall be made wlthm one year of Flexible
Development approval (March 22,2006) All reqUired certIficates of occupancy shall be obtamed wlthm
one year of the date of Issuance of the bUlldmg permIt TIme frames do not change with succeSSIve
owners The Commumty Development Coordmator may grant an extensIOn of time for a penod not to
exceed one year and only wlthm the ongmal penod of vahdlty The Commumty Development Board may
approve one addItional extensIOn of tIme after the commumty development coordmator's extensIOn to
ImtIate a bUlldmg permIt application
The Issuance of thIS Development Order does not reheve you of the necessity to obtam any bUlldmg
permIts or pay any Impact fees that may be reqUIred In order to facIlitate the Issuance of any permit or
hcense affected by thIS approval, please bnng a copy of thiS letter with you when applymg for any
penmts or hcenses that reqmre thIS pnor development approval
AddItionally, an appeal of a Level Two approval (FlexIble Development) may be lOIttated pursuant to
Section 4-502 B by the apphcant or by any person granted party status wlthm l4 days of the date of the
CDB meetmg The filing of an apphcatlOn/nobce of appeal shall stay the effect of the declSlon pendmg
the final determmatlOn of the case The appeal penod for your case expires on Apnl 5, 2005 (14 days
from the date of the CDB meeting)
If you have any questlOns, please do not hesItate to call Wayne M Wells, Planner ill, at 727-562-4504
You can access zoning InforrnatlOn for parcels wIthin the City through our webslte
wwwmvclearwater comlgov/depts/plannmg *Make Us Your Favontel
Cynthia H Tarapam, AICP
Planmng DlTector
S IPlannl11g DepllrlrnemlC D BIFLEX (I LD)I/nIlC/IV<! or FInished Appl1r:allOnsIMcMI,lIen BOOlh 3/90 Counlrys,de West MedICal Cl1mc (/) -
ApprovedlMcMullen BOOlh 3/90 Developmenl Order doc
.
Tom Radcliffe
Lloveras, Baur, & Stevens
29228 US Highway 19 North
Clearwater, Flonda 33761
o RIG I r\~ i ,. "-_
December 20, 2004
RE: Countryside West Medical Clinic
RECEIVED
DEe 2 1 2004
LLOVERAS. BAlIK & STEVENS
Dear Mr L10veras
As you requested I have completed my assignment for the referenced site
My assignment was to assess site trees according to the City of Clearwater's tree rating
system (following) and submIt my opinions In a written report
A complete listing of all subJElct trees IS a part of thiS report along With an annotated
survey
CITY OF CLEARWATER TREE RATING SYSTEM
o Dead, require removal
1 Poor (nearly dead, hazardous), require removal
2 Below Average (declIning, diseased, poor structure, potential hazard),
reqUIre removal
3 Average (worthy of preservation but has some minor problems, minor
decline, tIP die-back, minor Induslon) problems can be corrected
4 Above Average (rather healthy tree WIth very minor problems)
5 Outstanding (very healthy)
6 Specimen (unique In Size, age, exceptIonal quality)
Trees rated 0-2 should be removed because they pose a hazard, no replacement
reqUired, trees rated 3 are worthy of preservation but could be sacnficed
to allow additional preservallon reqUIrements for trees rated 4-8, trees
rated 4-5 should receive most of the attention for preservation Great
efforts must be made to preserve these trees, and trees rated 6 (very rarely
used) are trees that cannot be removed
I affirm that my opinions have been made In total good faith, based on the facts
presented dUring my inSpection, With no coercron from others I further affirm that I have
no Interest With the parties or people Involved With thiS Issue nor any Interest With regard
to the outcome
slncere~
m R Sam..k
JRS/abh
SIGNED IN HIS ABSENCE
TO AVOID OELAY
1015 MiChIgan Avenue . Palm Harbor, FL 34683 . (727) 786--8128 . (727) 789-1697 Fax
II.
1
ORIGINAL
COUNTRYSIDE WEST MEDICAL CLINIC
TAG # COMMON NAME SIZE CONDITION
1 LIVE OAK 28" 4
2 LAUREL OAK 22" 3
3 LIVE OAK 24,22" 4
4 LIVE OAK 35" 4
5 LAUREL OAK 28" 3
6 LIVE OAK 12" 3
7 LIVE OAK 10" 3
8 LIVE OAK 7" 3
9 LIVE OAK 7" 3
10 LIVE OAK 25",14" 4
11 CAMPHOR '11",9" 3
12 LIVE OAK 44" 4
13 LAUR.EL OAK 18" 2
14 SWEETGUM 4" 4
15 LIVE OAK 5" 3
16 RED CEDAR 20,27,11,9,6,11" 2
17 LIVE OAK 24",20" 3
18 LIVE OAK 9" 3
19 LAUREL OAK 22" 2
20 LAUREL OAK 12" 2
21 LAUREL OAK 6" 2
22 LAUREL OAK 9" 2
23 LIVE OAK 11" 0
24 LIVE OAK 5" 2
25 LIVE OAK 23" I 3
26 LIVE OAK 11" I 2
27 CAMPHOR 6" ~ 2
28 LIVE OAK 14" 3
29 LIVE OAK 15" 3
30 LIVE OAK 33" 3
31 CAMPHOR 4" 3
32 LAUREL OAK 19,18.13" 2
33 CAMPHOR 9.1,511 3
34 LAUREL OAK 12" 3
35 LIVE OAK 14" 3
36 LIVE OAK 10" 3
37 LAUREL OAK 23" 3
38 CAMPHOR 7t"6" 3
39 LAUREL OAK 17" 2
40 CAMPHOR ~ 7" 3
41 LAUREL OAK 7" 3
42 LIVE OAK 17" 3
43 LAUREL OAK 16" 2
44 CAMPHOR 4" 3
45 LIVE OAK 118",20" 3
46 LIVE OAK 21",21" 3
47 CAMPHOR 5" 3
48 LAUREL OAK 4" 1
49 CAMPHOR 4" 3
50 LIVE OAK 110" 3
51 LIVE OAK 16" 2
52 LAUREL OAK 113" 1
53 LAUREL OAK 7" 2
54 LAUREL OAK 18" 2
..
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COUNTRYSIDE WEST MEDICAL CLINIC
ORIGINAL
TAG # COMMON NAME SIZE CONDITION
55 LIVE OAK 17" 2
-
56 CHERRY LAUREL 4" 3
57 LAUREL OAK 5" 2
58 CAMPHOR 10,8,5,5" 3
59 CAMPHOR 4" 3
60 LIVE OAK 14" 2
61 LIVE OAK 4" 1
62 LIVE OAK 10" 2
63 LIVE OAK 4" 1
64 LIVE OAK 28" 3
65 MULBERRY 5",5" 2
66 CHERRY LAUREL 8" 3
671 CHINABERRY 6" 1
68 CHINABERRY 4" 2
69 LIVE OAK 28",11" 3
70 LIVE OAK 14" 3
71 LIVE OAK 8" 3
72 CHERRY LAUREL 4" 3
73 LIVE OAK 27" 3
74 WILD CHERRY 4" 1
75 CAMPHOR 8" 3
76 CAMPHOR 6" 3
77 CAMPHOR 9" 3
78 CAMPHOR 4" 2
79 LIVE OAK 114" 3
80 SWEETBAY MAGNOLIA 13" 1
81 I LIVE OAK - --
18" 3
82 LIVE OAK 13",7" 3
83 LIVE OAK 13" 3
84 CAMPHOR 16",7" 2
85 LAUREL OAK 8" 3
86 LIVE OAK 13" 3
87 LIVE OAK 14" 3
88 CAMPHOR 5" 3
89 LIVE OAK 9" 3
90 LIVE OAK 8,8,9,4,6,7,6" 3
91 CAMPHOR 6" 2
92 LIVE OAK 15",8" 2
93 LIVE OAK 12" 3
94 LIVE OAK 5" 1
95 LIVE OAK 15",13" 3
96 LIVE OAK 15",10" 3
97 LIVE OAK 15", 10" 3
98 LIVE OAK 16" 3
99 LIVE OAK 15" 3
100 LIVE OAK 12" 2
366 LIVE OAK 24" 3
367 LIVE OAK 12" 3
368 CAMPHOR 5" 2
369 LAUREL OAK 12", 11" 3
370 LAUREL OAK 15", 14" 2
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OR\G\NAL
TRAFFIC IMPACT STUDY
FOR
COUNTRYSIDE WEST MEDICAL CLINIC
PREPARED FOR
CWMC Partnerslup, LLC
PREPARED BY
GULF COAST CONSULTING, lNe
DECEMBER 2004
PROJECT # 04-084
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TABLE OF CONTENTS
ORIGINAL
I. INTRODUCTION
II. EXISTING CONDITIONS RECEiVED
III. BACKGROUND TRAFFIC DEe 2 2 2004
IV. FUTURE CONDITIONS WITH PROJECT PLANNING DEPARTMENT
CITY OF CLEARWATER
V. CONCLUSION
APPENDIX A
APPENDIX B
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RECE~VED
DEe 2 2 2004
OR\G\NAL
I.
INTRODUCTION
PLANNING DEPARTMENT
CITY OF CLEARWATER
CWMC PartnershIp, LLC mtends to buIld a 21,332 square foot medIcal clIme on a 2 55
acre property located on the western sIde of McMullen Booth Road nnmerlIately north of
North Bay Commumty Church and south of Mease Dnve. The property IS the subject of a
FlexIble Development Apphcahon m an InstItutIonal zone McMullen Booth Road 1S
lIsted as d "constramed roadway" per the Pmellas County Concurrency Test Statement,
however, the MPO 2003 Level of ServIce Re-port shows the adjacent segment of
McMullen Booth Road to be operatmg at an acceptable level of servIce TIns Traffic
Impact Study was prepared to evaluate the traffic lmpacts of the development. Pnor to
completmg thIS analysIs a methodology was establIshed WIth the CIty of Clearwater
II. EXISTING CONDITIONS
EXIstmg condltlOns were estabhshed by utIlIzmg PM peak penod (4-6 PM) mtersectlOn
turnmg movement counts conducted at the followmg locatIOns m May 2004 for a
prevlOUS traffic study
McMullen Booth Road I SR 580
McMullen Booth Road I Mease Dnve
McMullen Booth Road / Curlew Road
In addltlon peak hour traffic counts were conducted at the medIan opemng across from
Bnar Creek Boulevard where the proposed proJcct access WIll be located All traffic
counts were converted to annual averages usmg FDOT seasonal adjustment factors In
addItlon mterseetIOn geometncs and SIgnal tImmgs were obtamed 10 the field The
mtersectlOns were analyzed usmg the 2000 H12hwav CapacIty Manual procedures as
rephcated by the HeS software EXIstmg PM peak hour traffic volume IS shown m FIgure
2 and the Res pnntouts are mcIuded III AppendIX A IntersectIOn level of serv1ce IS
shown below
IntersectIon LocatIon LOS
McMullen Booth / SR 580 F
McMullen Booth / Mease Dnve C
McMullen Booth Curlew Road E
McMullen Booth / Bnar Creek Blvd C*
A veraJ?:e Delay
98 1 see! veh
26 1 sec/ veh
77 0 sec I veh
23 I see I veh
Note LOS C = LOS for northbound left tum
The segment of McMullen Booth Road between SR 580 and Curlew Road IS a SIx-lane
dIVIded artenal WIth a posted speed of 45 MPH It IS controlled by traffic SIgnals at SR
580, Mease Dnve, and Curlew Road Presently thIS segment of McMullen Booth Road
carnes 60,559 velncles per day average d81ly traffic (ADT) When converted Annual
Average Dmly Traffic (AADT) usmg FDOT seasonal adjustment factors, the AADT 18
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RECfE~VED
DEe 2 2 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
PROJECT
LOCATION ~
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N
CURLEW RD (SR 586)
N.T S
MEASE DRIVE
MEASE
COUNTRYSIDE
HOSPIT AL
BRIAR CREEK BLVD.
PROJECT LOCATION
Gulf Coast Consulting, Inc.
Land Development Consultmg
. = TRAFFIC SIGNAL
DATE
PROJECT NO
04-084
FIGURE
12/2004
1
DRA WN BY
G.J.S.
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~~L .230 CURLEW RD N
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617- ""lL(1
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PLANNING DEPARTMENT ;l
CIlV OF CLEARWATER 0 L121
'"
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"-<I- ---- 0
~tL .198 MEASE DRIVE
15~ ifr-
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IlL 124
.--J . , BRIAR CREEK BL YO
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PR01ECl NO
04-084
FIG VRL
EXISTING PM PEAK HOUR TRAFFIC (2004)
DAT[
Gulf Coast Consulting, Inc.
Land Development Consultmg
12/2004
2
DRAWN BY
G.J S.
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OR\G\NAL
58,138 Tlus roadway segment was analyzed usmg the ARTPLAN software to account
for pedk hour traffic and sIgnalIzatIon charactenstIcs Presently the peak hour I peak:
dIreCtIOn level of servIce 1S LOS B WIth an average travel speed of 33 7 MPH The
ARTPLAN pnntout is mcluded m AppendIx A.
III. BACKGROUND TRAFFIC
Although not yet approved a 45,000 sf Flonda Spme Inst1tute medIcal complex IS
proposcd to be located on the west SIde of McMullen Booth Road north of Mease Dnve
That project WIll generate 1,625 daIly tnps of whIch 168 would occur dunng the PM peak
hour To consIder the Impacts of that proJect, the traffic unpact was mcluded as
background traffic for tins analYSIS as requested by the City of Clearwater
IV. FUTURE CONDITIONS WITH PROJECT
The appbcant mtends to budd 21,332 square feet of gross floor area Per ITE Tnp
GeneratIOn. 7th EdItion rates, the project would generate 770 daIly tnps of whIch 53 tnps
would occur dunng the AM peak hour (42 entenng III eXItmg) and 79 tnps would occur
dunng the PM peak hour (21 entenng I 58 eXItmg). Project traffic was dlstnbuted to the
surroundmg roadway system based on the followmg percentages
60% south on McMullen Booth Road
40% north on McMullen Booth Road
The 1OtersectIOns, adjacent roadway segment and project dnveway were reanalyzed
Future PM peak hour trdffic volumes are shown m FIgure 3 and the HCS and ARTPLAN
pnntouts are IOcluded 10 AppendIx B Expected mtersectlOn levels of servIce are shown
below
~ECE~VED
IntersectlOn LocatIOn
McMullen Booth! SR 580
McMullen Booth I Mease Dnve
McMullen Booth Curlew Road
LOS
F
C
E
Average Delav
99 9 see! veh
29 4 see! veh
79 3 see I veh
DEe 2 2 200~
PI /l,r-IN'~G DEPARTMENT
CWt OF CLEARWATER
The roadway sef,'IDent of McMullen Booth Road between SR 580 and Curlew Road was
agam analyzed usmg the ARTPLAN software to account for peak hour traffic and
SIgnalIzatIOn charactenstlcs and mclude background and project traffic WIth prOject
traffic added, the peak hour I peak dIrectIon level of sefV1ce would contInue to be LOS B
WIth an average travel speed of 328 MPH The ARTPLAN pnntout IS mcluded m
AppendIx B
Project access WIll abgn WIth the eXIstmg full medIan opemng on McMullen Booth Road
at Bnar Creek Boulevard The northbound left turns entenng the SIte would operate at
2
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If
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u'"
,,-
~"
I.!
w..,
zo..
Ii
L ORIGINAL
--- ~~~ N
I 239
, CURLEW RD
n
01.q-
nNr--.
n_<D
~tL
701~
617----
117t
itl
<DOl 01
--tnOCl
llJ<DN
N
RECEiVED
DEe 2 2 200~
~j
~1
PLANNING DEPARTMENT
CllY OF CLEARWATER
~tL
PROJECT
DRNEWAY l
40 ---.-J
0--
46t
MIL-RAY .()
~
N
..;-o~
NNn
~I ~ I~
:g ~ L
jjlj P ~::
15~ itl
MEASE DRIVE
L 54
--- 0
~ 24
itl
ONa)
llJ<1-N
r<)
..;-01r<)
";-0101
o
n
~ I BRIAR CREEK BLVD
NTS
. ~ TRAFFIC SIGNAL
DATE
PROJECT NO
04-084
FIGURE
FUTURE PM PEAK HOUR TRAFFIC
Gulf Coast Consulting, Inc.
Land Development Consultmg
12/2004
DRAWN BY
G.J.S.
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ORIGINAL
LOS D and vehtcles exmng the Site would operate at LOS F The eXIstmg left turn lane IS
adequate to accommodate future demand
V. CONCLUSION
ThIS report demonstrates that McMullen Booth Road between SR 580 and Curlew Road
operates at an acceptable level of servIce WIth the addItIon of background traffic from a
nearby medIcal office, and the Impacts of thIS project, acceptable levels of servIce WIll be
mamtamed and average travel speed wIll not be slgruficantly reduced
RECE~VED
DEe 2 2 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
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APPENDIX A.
ORtGINAL
, RECE~VED
DEe 2 2 200\
PLANNING DEPARTMENT
CITY OF CLEARWATER
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ORIGINAL
Gulf- Coast Consulting, Inc.
Land Development Consulting .Engmeering .Pl8Jllwlg .'l'ransportation . Pernutting
ICOT Center
13825 ICOT Boulevard SUite 60S
Clearwa[er FL 33760
Phone (727) 524-1818
F clX (72 7) 524-6090
December 16,2004
Mr Bennett Elba
Traffic Engmeering Division
Department of Public Works
CIty of Clearwater
100 S_ Myrtle A venue. 2lld Floor
Clearwater. FL 33756
RECEiVED
DEe 2 2 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
Re: CountrysIde West Medical Clinic - Traffic Impact Study
Dear Mr. Elbo'
Per our conversatIOn tlns yesterday I am confirming the methodology for completing the
Traffic Impact Study for the above-referenced proJect. The applicant IS proposmg to
construct 21,332 square feet of gross floor area ofwlnch 19,100 will be usable floor area.
In order to be conservanve we WIll analyze square feet of Medical Office uses per ITE
Top Generation, ill EdItion, Land Use Code 720 (MedIcal-Dental Office Bwlding)
As we discussed PM Peak period (4-6 PM) mtersection turning movement counts I
conducted earlier this year at the following signalized intersectIons will be used to
establish base conditIons
McMullen Booth Road / SR 580
McMullen Booth Road / Mease Drive
McMullen Booth Road I Curlew Road
In addition we will conduct traffic counts at the median opening serving the property
during the PM peak hour.
Intersections will be analyzed usmg the HCS software and the 1.8 mile segment of
McMullen Booth Road (SR 580 - Curlew Road) will be analyzed usmg ARTPLAN or
ReS to account for roadway speCific traffic and signalizatIon characteristics.
Also traffic from the proposed Flonda Spme Instttute (a traffic study I completed earher
tlus month) wlil be conSidered as background traffic According to ITE, the 21,332
square foot bwlding would generate 770 daIly trips, 53 trips dunng the AM peak hour.
and 79 trips during the PM peak hour_ As Wlth the Florida Spine Institute traffic study,
project traffic WIll be distributed as follows
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ORIGINAL
60% south on McMullen Booth Road
40% north on McMullen Booth Road
The sIgnalized mtersectlOns and roadway segment will be reanalyzed assummg project
traffic The proposed project dnveway at the full medIan opemng on McMullen Booth
Road Will also be analyzed.
Three (3) caples of a wntten report Wlll be submItted to the City of Clearwater Planmng
Department for dIstnbutIon and reVIew
Please call me if you have any questIons.
RECE~VED-
sm~; / r;)
flU! /!~?;fli'<
Robert: pergOlizz1?~
Pnncipal
DEe 2 2 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
Cc Mark Klem
Tom RadclIffe
File 04-084
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RECE~VED
ORIGINAL
DetaIled Report
Page 1 of2
l) I) ?nnI.
"'" ........-
HCS2000'" DETAILED REPORT
General Information PLANNING DEPARTMFMl SIte Information
CITY OF CLEARWATER Intersection MCMULLEN BOOTH / SR
Analyst RP 580
Agency or Co GCe Area Type AJ/ other areas
Date Performed 11/30/04 JUriSdictIon CLEARWA TER / PIN CO
Time Period PM PEAK HOUR AnalysIs Year 2004 EXISTING
CONDITIONS
Project 10
Volume and Timmg Input
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Number of lanes, N 2 3 1 2 3 1 2 3 1 2 3 1
1
Lane group L T R L T R L T R L T R
Volume, V (vph) 534 947 192 550 852 295 222 1862 611 143 1200 295
% Heavy vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2
Peak-hour factor, PHF 088 088 088 094 094 094 093 093 093 093 093 093
Pretlmed (P) or actuated A A A A A A A A A A A A
(A)
Start-up lost lime, I, 20 20 20 20 20 20 20 20 20 20 20 20
ExtensIon of effective
green, e 20 20 20 20 20 20 20 20 20 20 20 20
Arrival type, AT 3 3 3 3 3 3 3 3 3 3 3 3
Unit extension, UE 30 30 30 30 30 30 30 30 30 30 30 30
Filtering/metering, I 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
InitIal unmet demand. Qb 00 00 00 00 00 00 00 00 00 00 00 00
Ped I Bike / RTOR
volumes 0 136 0 263 0 206 0 259
Lane width 120 120 120 120 120 120 120 120 120 120 120 120
Parking / Grade I Parking N 0 N N 0 N N 0 N N 0 N
Parking maneuvers, Nm
Buses stoPPing, Ns 0 0 0 0 0 0 0 0 0 0 0 0
Mm tIme for pedestnans, 32 32 32 32
Gp
PhaSing Exc! Left Thru & RT 03 04 Excl Left Thru & RT 07 08
G = 26 0 G = 50 0 G= G= G = 120 G = 84 0 G= G=
Tlmmg Y= 7 Y = 7 y= Y= y= 7 Y= 7 y= y=
DuratIon of AnalysIs, T = 0 25 Cycle Length, C = 2000
Lane Group CapacIty, Control Delay, and LOS Determmatlon
EB we NB S8
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted flow rate, v 607 1076 64 585 906 34 239 2002 435 154 1290 39
Lane group capacIty, 447 1269 396 447 1269 396 206 2131 665 206 2131 665
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Detalled Report
OR I G I NA LPage2 of2
vIe ratro, X 136 085 016 1 31 071 009 1 16 094 065 075 061 006
Total green ratIo, g/C 013 025 025 013 025 025 006 042 042 006 042 042
UnIform delay, d1 870 714 586 870 685 575 940 556 464 925 451 345
Progression factor, 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
PF
Delay calibration, k 050 038 011 050 028 011 050 045 023 030 019 011
Incremental delay, 1751 56 02 1543 1 9 01 1126 89 2.3 140 05 DO
d2
lnitral queue delay,
d3
Control delay 2621 no 588 2413 704 576 2066 645 487 1065 456 345
Lane group LOS F E E F E E F E 0 F 0 C
Approach delay 1406 1357 746 516
Approach LOS F F E 0
Intersection delay 981 X :::: 0 99 IntersectJon LOS F
c
HCS10001'A.
C ooynghl <D 2000 U OlVers II)' 0 f FlomJa. All RJ ghts Reserved
Verslon~ Ie
RECE~VED
DEe 2 2 2004
PLANNING DEPARTMENT
CITY OF CLEARWATER
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Detalied Report
REC[E~VED
ORIGiNAL
J
Page 1 of 2
nr-" n 00'" DETAILED REPORT
General InformatIon UL.'-' f.w"" Site Infonnation
PlANNING DEPARTMENT IntersectIon MCMULLEN BOO TH J
Analyst RP MEASE
Agency or Co GCC CITY OF CLEARWATER Area Type All other areas
Date Performed 11/30104 JUrisdiction CLWTR 1 PIN CO
Time Period PM PEAK HOUR AnalysIs Year 2004 EXISTING
CONDITIONS
Project 10
Volume and Tlmmg Input
EB WB NB 58
LT TH RT LT TH RT LT TH RT LT TH RT
Number of lanes, N, 1 1 0 1 1 1 1 3 1 1 3 0
,
Lane group L TR L LT R L T R L TR
Volume, V (vph) 15 0 2 198 0 121 44 3054 90 45 1790 7
% Heavy vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2
Peak-hour factor, PHF 071 071 071 078 078 078 097 097 097 091 091 091
Pretlmed (P) or actuated A A A A A A A A A
(A) A A A
Start-up lost lime, 11 20 20 20 20 20 20 20 20 2.0 20
Extension of effectIVe
!green, e 20 20 20 20 20 20 2.0 20 2.0 20
Arrival type, AT 3 3 3 3 3 3 4 4 3 4
Unit extension, UE 30 30 30 30 30 30 30 30 30 30
Fllterrng/meteflng, I 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
Initial unmet demand Qb 00 00 00 00 00 00 00 00 00 00
Ped / Bike I RTOR
volumes 0 1 0 38 0 44 0 1
Lane Width 120 120 120 120 120 120 120 120 120 120
Parking I Grade I Parking N 0 N N 0 N N 0 N N 0 N
Parkmg maneuvers, Nm
Buses StOpplflg, Ns 0 0 0 0 0 0 0 0 0 0
Mlfl time for pedestnans, 32 32 32 32
Gp
Phasmg EB Only WB Only 03 04 Excl Left Thru & RT 07 08
G::: 70 G = 70 G= G= G == 70 G = 62 0 G= G=
TimIng y::: 4 y = 4 y== y= Y=4 Y= 5 Y= Y:::
Duration of AnalysIs T = 025 Cycle Length, C ::: 1000
Lane Group CapacIty, Control Delay, and LOS Determmation
EB WB NB 58
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted flow rate, v 21 1 127 127 106 45 3148 47 49 1974
Lane group capacity, c 124 111 124 124 111 124 3146 981 124 3144
017 001 102 102 095 036 100 0.05 040 063
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DetaIled Report
Page 2 of2
ORIGINAL
vlc ratio, X
Total green ratio, g/C 007 007 007 007 007 007 062 062 007 062
Uniform delay, d1 43 B 433 465 465 463 444 190 74 445 118
Progression factor, PF 1000 1000 1000 1000 1000 1000 0525 0525 1000 0525
Delay calibration, k 011 011 050 050 046 011 050 011 o 11 021
Incremental delay, d2 06 00 874 874 710 18 162 00 21 04
InitIal queue delay, d3
Control delay 444 433 1339 1339 1173 462 262 39 465 66
Lane group LOS 0 0 F F F 0 C A 0 A
Approach delay 444 - 1290 261 76
Approach LOS 0 F C A
Intersection delay 261 X :: 0 88 Intersection LOS C
c
HCS20or;l M
Copynghl <f) 2000 Umvennty ofFlonda, All RJgbts Reserved
VerSIon 4 Ie
RECE~VED
DEe 2 2 200\
PLANNING DEPARTMENT
CllY OF CLEARWATER
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ORIGINAL
Page 1 of2
DetaIled Report
"flEe fie ,. DETAILED REPORT
General InformatIon t:.G Site Information
Intersection MCMULLEN BOOTH /
Analyst RP PLANNING DEPARTMENT CURLEW
Agency or Co Gce CllY OF CLEARWATER Area Type All other areas
Date Performed 11/30/2004 Junsdlctlon FOOT / PIN CO
Time Period PM PEAK HOUR AnalysIs Year 2004 EXISTING
CONDITIONS
Prolect ID
Volume and Tlmmg Input
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Number of lanes, N 2 3 1 2 3 1 2 3 1 1 3 1
1
Lane group L T R L T R L T R L T R
Volume, V (vph) 701 617 111 230 638 200 527 2613 265 67 1232 339
% Heavy vehicles, %HV 0 0 0 0 0 0 0 0 0 0 0 0
Peak-hour factor, PHF 093 093 093 096 096 096 092 092 092 087 087 087
Pretlmed (P) or actuated A A A A A A A A A A A A
(A)
Start-up lost time, I, 20 2.0 20 20 20 20 20 20 20 20 20 20
Extension of effective
green, e 20 20 20 20 20 20 20 20 20 20 20 20
Arrival type, AT 3 3 3 3 3 3 3 4 4 3 4 4
UnIt extenSion, UE 30 30 30 30 30 30 30 30 30 30 30 30
Filtering/metering, I 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
Initial unmet demand, Qb 00 00 00 00 00 00 00 00 00 00 00 00
Ped / Bike J RTOR
volumes 0 68 0 123 0 106 0 135
Lane width 120 120 120 12.0 120 120 120 120 120 120 120 120
Parking I Grade I Parking N 0 N N 0 N N 0 N N 0 N
Parking maneuvers, Nm
Buses stoppmg, Ns 0 0 0 0 0 0 0 0 0 0 0 0
Mm tIme for pedestnans, 32 32 32 32
Gp
Phasing Exc! Left EB Only Thru & RT 04 ExcJ left NB Only Thru & RT 08
G:::: 200 G:::: 20 0 G == 25 0 G== G == 100 G::: 180 G= 850 G:::
Tlmmg y== 0 Y= 5 y== 6 Y= Y == 0 Y== 5 Y== 6 Y==
Duration of AnalYSIS, T == 0 25 Cycle Length, C == 2000
Lane Group CapaCity, Control Delay, and LOS Determmation
EB WB NB - sa
LT TH RT LT TH RT LT TH RT IT TH RT
Adjusted flow rate, v 754 663 46 240 665 80 573 2840 173 77 1416 234
lane group capaCIty, 701 1294 404 351 647 202 491 2795 872 90 2200 686
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DetaIled Report
ORIGINAL
Page 2 of2
vIe ratio, X 108 051 011 068 1 03 040 1 17 102 020 086 064 034
T atal green ratJo, g/C 020 025 025 010 013 o 13 014 054 054 005 043 043
Uniform delay, d1 800 645 579 869 875 806 860 460 237 943 455 387
Progression factor, 1000 1000 1000 1000 1000 1000 1000 0700 0700 1000 0867 0867
PF
Delay calibration, k 050 012 011 025 050 011 050 050 011 039 022 011
Incremental delay, 562 03 01 54 427 1 3 953 212 o 1 513 07 03
d2
Inltral queue delay,
d3
Control delay 1362 649 580 924 1302 818 1813 534 167 1456 401 338
Lane group LOS F E E F F F F 0 B F 0 C
Approach delay 1014 1170 720 439
Approach LOS F F E 0
Intersection delay 770 X ::: 102 Intersection LOS E
c
HCS2000™
Copynght <<:12000 Umve"Slly ot Flonda, All Rlgllls Reserved
VerSIOn 4 Ie
RECE~VED
DEe 2 2 200~
PLANNING DEPARTMENT
CITY OF CLEARWATER
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Two- Way Stop Control
RECLE~VED
Page 1 of2
OR1GINAL
..DEe. 9 ?
_T'!'!9~.'!'!~Y ;:;~C?~ CONTROL SUMMARY
General Information r Lr\J "I "I 1 '<l\:l' VI;; 1"'1"\1'1; IIVICI lSite Information
."""'t~# ,......... _..po fIL _~. 111.___
""II I _I ""L~' '1YMi 1:1' MCMULLEN BOOTH /
Analyst RP IntersectIon BRIAR CREEK
Agency/Co GeC JUrisdiction PfNELLAS CO
Date Performed 12/17/2004 AnalysIs Year 2004 EXISTING
AnalysIs Time Period PM PEAK CONS/TlONS
Project Description
EasUWest Street BRIAR CREEK BL VD North/South Street MCMULLEN BOOTH RD
Intersection Orientation North-South Study Period (hrs) 025
Vehicle Volumes and Adiustments
Major Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 38 3117 28 31 1944 15
Peak-Hour Factor, PHF 090 090 090 090 090 090
Hourly Flow Rate, HFR 42 3463 31 34 2160 16
Percent Heavy Vehicles 2 - - 2 - -
Median Type Raised curb
RT Channelized 0 0
Lanes 1 2 1 1 2 1
Configuration L T R L T R
Upstream Slonal 0 0
Mmor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
Volume 24 0 54 17 0 11
Peak-Hour Factor, PHF 090 090 090 090 090 090
Hourly Flow Rate, HFR 26 0 60 18 0 12
Percent Heavy Vehicles 2 0 2 2 0 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
Conflg u ration LR LR
Delav, Queue Length, and level of Service
Approach NB S8 Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L LR LR
v (vph) 42 34 86 30
C (m) (vph) 241 71 12 0
v/c 017 048 717
95% queue length 062 194 1195
Control Delay 231 955 3393
LOS C F F F
Approach Delay - - 3393
Approach LOS - - F
,...."" /1,-., \r-..
nf.t""ll^ 1""............,,-., J
,......,....--.'!~\,..
10.... ""'''('''''I j J
'......
~ ,."'\; ~
1.1"'\/1..,.'...."n^...
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ORIGINAL
Page 1 of 5
ARTPlAN 2002 Conceptual Planning Analysis
Descri ptio" / File Informatio"
IFllename Ilv \PINEll..AS\McMuJlenBoothMed,caIIID t P d 115/7/2004 I
(04-034)\AP MBNS ;em! a e ..epare
IProgram IIARTPLAN IIverslon 115 1 1 I
IAnalyst IIRP IIAgency IIGCC IIDlstrlct I
IArtenal Name IIMCMUllEN BOOTH II~egm IISR 580 II~nd I!CURlEW I
IntersectIon Intersection ROAD
IStudy Penod IIKlDO IIPeak DIrection IINorthbound I
User IIMCMUllEI\I BOOTH (SR 580 - CURLEW) )
Notes
Fadl ity Data
I Roadway Variables II Traffic Variables II Control Variables i Multirnodal
Variables
r.... Type I ~DT IG D Paved [3
Urbamzed Arnval Type Shoul der I Bike
Lane
IClass II 211K II o 091Islgna,s/MI,e II 90!IOutslde Lane IITYPICal1
Width
Iposted Speed II 45110 I o 6Sllcycle Length II 2001 Pavement ITYPlcal!
Condition
1# Thru Lanes II 611PHF o 9Sl!Through g/C II o 5611sldewalk I~
IMedlan Type II RestnctlVel "fa Turns Excl 1211Control Type Ilsemlactuatea! Sidewa Ik/Roadway ITYPICal1
Lanes SeparatIOn
ILeft Turn II yesj "I" Heavy 21 Sldewalk/ Roadway G
Lanes Vehicles Protective Barrier
Base Sat Flow 19001 Obstacle to Bus G
Rate Stop
Local Adj I 0981 IBUS Freq ID
Factor
Adjusted Sat I 18251 IBUS Span Of 1[3
Flow Rate Service
RfECfE~VED
DEe 2 2 2004
PLANNING DEPARTMENT
CllY OF CLEARWATER
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ORIGINAL
Page 2 of 5
Automobile Segment Data
! Segment # II Cycle I IBI Arr.I~I# Dlr )1 Len th I/AADT!lHourtyjl FFS II MedIan Type I
Length g Type Turns Lanes 9 Vol
11 (to IVlEASE DRIVE) II 100110 621C3r==2ic]ll 09848115449611 3188j[:ill1 Restnctlve!
12 (to CURLEW ROAD) II 200110 541~~c]lo 7007511582051~~1 Restrlctlvel
Automobile LOS
I II Thru Mvmt IQI Control II Int. Approach II ~~;~~ II Segment I
Segment # Flow Rate Delay LOS LOS
11 (to MEASE DRIVE) II 325511 0961/ 11 4311 all 3911! AI
12 (to CURLEW ROAD) II 275011 09311 31411[ ell 27711 cl
Arterial Length I 18 I Auto Speed I 33.7 I Auto LOS I B I
Automobile Service Volume Tables
I A II B II C II D II E I
I Lanes 11 Hourly Volume In Peak Direction I
I 1 II 890 II 1170 II *** II *~* 11 **~ I
I 2 II 1890 II 2330 II "'*~ II *** II "'~~ I
I 3 II 2890 II 3500 II ""'* II "'~~ II *** I
I 4 IJ 3890 II 4670 II '''''* II *** II **~ I
I '" II 2890 II 3500 II *** II *"* II *** I
I Lanes II Hourly Volume In Both Dlrect]ons )
I 2 II 1370 II 1790 11 **~ II *** II *"'* I
I 4 II 2900 II 3590 II ""'* II *""* II *** I
[ 6 II 4440 II 5380 II "''''' II ~** II "'''* I
1 8 II 5980 II 7180 H "** II ~*~ II ",,,,,, I
I '" II 4440 II 5380 II **" II "'~* 11 '''''* I
! Lanes II Annual Average Dally Traffic I
I 2 1 15200 II 19900 II *** II "** II *,,". I
I 4 32300 II 39900 II "'*" II *""* II "'''* I
I 6 49400 II 59800 II "'*'" II """" II ~"''''' I
I 8 66500 II 79800 II "~'" II "''''''' II "",,,, I
I '" 49400 II 59800 II **'" II "'*'" II *** I
REC[E~VED
DEe 2 2 200~
PlANNING DEPARTMENT
CITY OF CLEARWATER
IpnntDate Jun/2J/2003 flonda Department of Tran~rtatlon ORIGINAL
Transportatmn Stanstle> Office
2002 Peak Season Factor Ca.tegory Report
IPINELLAS COUNTYWIDE MOCF 0.94
Category: 1500 Week Dates SF PSCF
I I 01/0112002 - 0]/05/2002 1.06 1.13
2 01/0612002 - Ol/l212002 105 1 12
3 01/1312002 - 0l/1912002 104 1 J 1
4 01120/2002 - 01/2612002 102 l.09
I 5 01/27/2002 - 0210212002 100 1.06
6 0210312002 ~ 02/09/2002 0.98 1.04
'" 7 02/10/2002 - 02/16/2002 0.96 L02
I '" 8 02/1712002-02/2312002 095 1 01
0 I- '" 9 02124/2002 - 03/02/2002 094 100
Zo:: '" 10 03/03/2002 - 03/0912002 0.93 099
ww
W 4- ~~ .. 11 03/1 0/2002 - 03/1612002 092 0.98
I >> c::::) ~s: .. 12 03/17/2002 - 03/23/2002 092 098
c::::)
C"'o.I ~~ .. 03/24/2002 - 03/30/2002 093 099
13
= C\J
W O...J '" 14 03/31/2002 - 04/06/2002 093 099
C\J (!)U
I u '" 15 04/0712002 - 04/13/2002 0.94 100
U ZLL '" 16 04/14/2002 - 04/20/2002 094 100
l.LJ -0
W c:::::l ~~ * 17 04/21/2002 - 04/27/2002 0.95 I 01
:50 * 18 04/28/2002 - 05/04/2002 096 102
I ~ 0... \1'* 19 05/05/2002 - 05/1112002 097 L03
20 05/12/2002 - 05/18/2002 099 105
21 05/1912002 - OS/25/2002 099 105
I 22 OS/26/2002 - 06/01/2002 099 105
23 06/02/2002 - 06/08/2002 100 106
24 06/09/2002 - 06/15/2002 100 106
I 25 06/16/2002 ~ 06/2212002 100 1.06
26 06/2312002 - 06/29/2002 100 106
27 06/30/2002 - 07/06/2002 100 106
28 07/07/2002 ~ 07/13/2002 1 01 107
I 29 07/14/2002 - 07/20/2002 I 01 ! 07
30 07/21/2002 ~ 07/27/2002 1 01 107
31 07/2812002 - 08/0312002 101 1.07
I 32 08/04/2002 - 08/10/2002 1 01 107
33 08111/2002 - 08/17/2002 102 109
34 08/18/2002 - 08/24/2002 103 1 10
I 35 08/25/2002 - 08131/2002 1 03 110
36 09/0112002 - 09/07/2002 104 111
37 09/0812002 - 09/1412002 1.05 I 12
38 09/15/2002 - 09121/2002 106 113
I 39 09/2212002 ~ 09/2812002 1.05 I 12
40 09/2912002 ~ 10/0512002 104 III
41 10/06/2002 - 10/1212002 103 110
I 42 10/13/2002 - 10/1912002 102 109
43 10120/2002 - 10126/2002 102 109
44 10/27/2002 - 11/02/2002 L03 1 10
45 11/0312002 - 1l/09/2002 1.03 110
I 46 1l/1012002 - 1l/16/2002 104 III
47 11/17/2002 - II /23/2002 104 III
48 11/24/2002 - 11/3012002 105 112
I 49 12/01/2002 - 12/07/2002 105 1 12
50 12/0812002 - 12114/2002 106 113
-I 51 -'. T2T15J2002 : 12/21/2002 106 1.13 1
..... ~-- -................
I 52 12/2212002 - 12/2812002 1.05 112
53 1212912002 - 12/31/2002 1.04 III
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ORIGINAL
RECE~VED
DEe 2 2 200~
PLANNING DEPARTMENT
CiN OF CLEARWATER
XPPE1'VDIX B
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Medical-Dental Office Building
(720 )
ORIGINAL
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday
RECfE~VED
Number of Studies
Average 1000 Sq Feet GFA
Directional Dlstrrbutlon
10
45 PLANNING DEPARTMENT
50% entenng, 50% eXIt:tMY OF CLEARWATER
DEe 2 2 200\
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate
3613
Range of Rates
23 16 - 5051
Standard Deviation
1018
Data Plot and Equation
5,000
4,000
x
'"
"'Cl
<::
W
n
~ 3,000
<Il
-0
E
Q)
>
<Il
OJ
III
li3 2,000
>
.:(
II
I-
x
1,000
x '
o
o
10
2{)
30
40
50
60
70
80
90
100
110
120
x = 1000 Sq Feet Gross Floor Area
X Actual Data POlms
Rtted Curve
- - - - -- Average Rate
Fitted Curve Equation T = 40 89{X) - 214.97
R2=090
Tnp GeneratIOn, 7th Edition
1190
Institute of Transportation Engineers
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Medical-Dental Office Building
(720)
ORIGINAL
R E e~~VEB' Trip Ends vs:
lk On a:
DEe 2 2 200~
1000 Sq. Feet Gross Floor Area
Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
PLANNING DEPARTMENT
CITY OF ClEARWA~ber of Studies
Average 1000 Sq Feet GFA
Directional Dlstn b utlon
21
39
79% entering, 21 % eXiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates
Standard DevIation
248
085
479
1 94
Data Plot and Equation
300
X , ,
, ,
, ,
/ ,
, ,
.- ,
"
, "
" ,
, ,
~ ,
, ,
<Jl F
"'0 X , ,
l': 200 ,<
W , ,
a. , , x
~ F
- " ,
,
CII , ,
u , I
E x , ,
/
CII n ,
> / /
CII , ,
OJ " / X
('i:l ,
li:i x J "
,
> , ,
<( -' F X
II 100 "
-' 1
I- /x
X ,,-'"/ X
X X /' "
/ X
X >SF ,- X
, '"
/
/ F X X
"
,- , x
x , " x
, ,
0 I I I I , I I I
0 10 20 30 40 50 60 70 80 90 100 110 120
X=: 1000 Sq Feet Gross Floor Area
X Actual Data POints --- _u Average Rate
Fitted Curve Equation" Not given R2=-
Tnp Generation, 7th Edltlon
1191
Institute of Transportation Engmeers
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ORIGINAL
Medical-Dental Office Building
(720 )
REC[f~~~iCle Trip Ends vs:
li::, On a:
1000 Sq. Feet Gross Floor Area
Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
DEe 2 2 200~
PLANNING DEPARTMENT
CITY OF CLEARWATER Number of Studies
Average 1000 Sq Feet GFk
DIrectional Dlstrrbutlon
41
30
27% entenng, 73% eXiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Range of Rates
Standard Deviation
Average Rate
372
097
886
250
Data Plot and Equation
500
400
x
x
UJ
"'0
C
W
a.
..'=
(l)
s;:
-<::
(l)
>
(l)
OJ
~
Q)
>
<(
II
I--
300
x
/)~
200
X
>i:
x
X
x
x
x
x
100
x
o
70
120
10
20
30
40
50
60
x == 1000 Sq Feet Gross Floor Area
X Actual Data Points
Fitted Curve
FItted Curve EquatIon: Ln(T) = 0.93 In(X) + 1 47
Tnp Generation, 7th Edition
1192
eo
so
100
110
- - - - - - Average Rate
R2 == 0 77
Institute of Transportation Engineers
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DetaIled Report
RECE~VED
ORIGINAL
Page I of2
DEFJ~ DETAILED REPORT
General InformatIon SIte Information
PLANNING DEPARTMEN' Intersection MCMULLEN BOOTH / SR
Analyst RP CITY OF ClEAR\NATER 580
Agency or Co GCC Area Type All other areas
Date Performed 12/17/04 Junsdlctlon CLEARWA TER I PIN CO
Time Penod PM PEAK HOUR AnalysIs Year FUTURE CONDITIONS
WIPROJ
Prolect 10
Volume and Timmg Input
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Number of lanes, N 2 3 1 2 3 1 2 3 1 2 3 1
1
Lane group L T R L T R L T R L T R
Volume, V (vph) 545 947 192 550 852 308 222 1875 611 180 1236 325
% Heavy vehicles, % HV 2 2 2 2 2 2 2 2 2 2 2 2
Peak-hour factor, PHF 088 088 088 094 094 094 093 093 093 093 093 093
Pretlmed (P) or actuated A A A A A A A A A A A
(A) A
Start-up lost time, 11 20 20 20 20 20 20 20 20 20 20 20 20
Extension of effective
green, e 20 20 20 20 20 20 20 20 20 20 20 20
Arrival type, AT 3 3 3 3 3 3 3 3 3 3 3 3
Unit extension, UE 30 30 30 30 30 30 30 30 30 30 30 30
Filtenng/metenng, I 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
Imtlal unmet demand, Qb 00 00 00 00 00 00 00 00 00 00 00 00
Ped / Bike I RTOR
!volumes 0 136 0 263 0 206 0 259
Lane width 120 120 120 120 120 120 120 120 120 120 120 120
Parking / Grade I Parking N 0 N N 0 N N 0 N N 0 N
Parking maneuvers, Nm
Buses stoPPing, NB 0 0 0 0 0 0 0 0 0 0 0 0
MIn time for pedestnans, 32 32 32 32
Gp
PhaSing Excl Left Thru & RT 03 04 Excl Left Thru & RT 07 08
G = 26 0 G= 500 G= G= G = 120 G = 84 0 G= G=
Timing Y= 7 y= 7 y= y= y= 7 y= 7 y= y=
Duration of AnalysIs, T = 025 Cycle Length, C = 2000
Lane Group CapaCIty, Control Delay, and LOS Determmation
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted flow rate, v 619 1076 64 585 906 48 239 2016 435 194 1329 71
Lane group capacity, 447 1269 396 447 1269 396 206 2131 665 206 2131 665
C
+:;1", Ilr \ n"""."..,,,,nt,,ol.. ,)f\"n...JO/~ ') OC;;: "'tt.n..,."\".,.....''"" 1 '77> nrr\ T "'"" jO/... ,)f\C;;:",H,n..,.,,\ '1'",."..,,,,\ ,,')\....r
1') /1'7 f')OO,d
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DetaIled Report
ORIG\NAL
Page 2 of2
vlc ratio, X 138 085 016 131 071 012 116 095 065 094 062 011
Total green ratio, g/C 013 025 025 013 025 025 006 042 042 006 042 042
UnIform delay, d1 870 714 586 870 685 580 940 558 464 937 456 352
Progression factor, 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
PF 1000
Delay calibration, k 050 038 011 050 028 011 050 046 023 045 021 011
Incremental delay, 1866 56 02 1543 1 9 o 1 1126 97 23 464 06 01
d2
Initial queue delay,
d3
Control delay 2736 770 588 2413 704 581 2066 655 487 1400 462 353
Lane group LOS F E E F E E F E 0 F 0 0
Approach delay 1455 1350 753 571
Approach LOS F F E E
Intersection delay 999 Xc = 1 00 Intersection LOS F
HCS2 OOOTM
CQPynghl <1:' 2000 Umverslly of tlonda, All Rtghts Reserved
VersIOn4 1~
RECE~VED
DEe 2 2 200~
pLANNING DEPARTMENT
CllV OF CLEARWATER
,cT _ fir< I T'\_ _H_ __.._0/ "'l(\__..]01 "Ill:.' _..._ __\~ ____1___ r""""'\ T _ __10/ "Al:.' _..._ __I 'T'___I _"'.r<
1 "11 '11"'lAAA
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DetaIled Report
~\L"r,~gVED
~ ~ ~\.wt~
OR\G\NAL
Page 1 of2
I -I' 000'" DETAILED REPORT fJJFC ~~'~\f~ J
General InformatIon Site InformatIon -- .......".. 'U iilmiJ t
Analyst RP Pi."b,l\1NING DEPARTMENT IntersectIon ~~~fiLEN BOOT1fEC 2 2 2004
Agency or Co GCC CITY OF CLEARWATER Area Type All other areas
Date Performed 12/17/04 JUrisdiction CLWTRIP1N ~NNING DEPARTME NT
Time Period PM PEAK HOUR AnalYSIS Year FUTURE CON~~F ClEARWATE ~
WIPROJ
Project 10
Volume and Timmg Input
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Number of lanes, N 1 1 0 1 1 1 1 3 1 1 3 0
1
Lane group L TR L LT R L T R L TR
Volume, V (vph) 15 0 2 199 0 123 44 3099 93 100 1866 7
% Heavy vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2
Peak-hour factor, PHF o 71 071 071 078 078 078 097 097 097 091 091 091
Pretlmed (P) or actuated A A A A A A A A A A A A
(A)
Start-up lost lime, 11 20 20 20 20 20 20 20 20 20 20
ExtenSion of effective
green, e 20 20 20 20 20 20 20 20 20 20
Arrival type, AT 3 3 3 3 3 3 4 4 3 4
Unl1 ex1enslon, UE 30 30 30 30 30 30 30 30 30 30
Filtering/metering, I 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
Initial unmet demand, Qb 00 00 00 00 00 00 00 00 00 00
Ped I Bike I RTOR
rvolumes 0 1 0 38 0 44 0 1
Lane wIdth 120 120 120 120 120 120 120 120 120 120
Parking / Grade I Parking N 0 N N 0 N N 0 N N 0 N
Parking maneuvers, Nm
Buses stopping, Ns 0 0 0 0 0 0 0 0 0 0
Mln time for pedestnans, 32 32 32 32
Gp
PhaSing EB Only WB Only 03 04 Excl Left Thru & RT 07 08
G = 70 G = 70 G= G= G::: 70 G::: 62 0 G= G=
Timing Y= 4 Y= 4 Y= Y= Y=4 Y= 5 y= Y=
Duration of AnalYSIS, T = 025 Cycle Length, C = 1000
Lane Group Capacity, Control De/ay, and LOS Determmation
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted flow rate, v 21 1 130 125 109 45 3195 51 110 2058
Lane group capaCity, c 124 111 124 124 111 124 3146 981 124 3145
017 001 105 101 098 036 102 005 089 065
~1", I Ir \ r\.....""..... """,,f " o/.. '1 (l"... A 01.. '1(l~ "'H....<."\~"'.....,, 1."",.,.. r:.rr\ T """ IO/" '1(j<;;! "'f1-,......"'\ 'T""'........\" '}t.-Il
1 '} 11 '71'1 (j().1
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DetaIled Report
OR\G\NAL
Page 2 of2
vie ratio, X
Total green ratIo, g/C 007 007 007 007 007 007 062 062 007 062
Uniform delay, d1 438 433 465 465 464 444 190 75 461 121
Progression factor, PF 1000 1000 1000 1000 1000 1000 0525 0525 1000 0525
Delay calibration, k 011 011 050 050 049 011 050 011 041 023
Incremental delay, d2 06 00 944 830 795 18 201 00 482 05
Imtlal queue delay, d3
Control delay 444 433 1409 1295 1259 462 300 39 943 69
Lane group LOS 0 0 F F F 0 C A F A
Approach delay 444 1325 298 113
Approach LOS 0 F C B
Intersection delay 294 X = 0 94 Intersection LOS C
c
HCS2000™
Copynghl @ :'-000 UmversllY offlonda, All RlghlS Re,erved
VerSlon 4 Ie
RECtE~VED
DEe 2 2 200\
PlANNING DEPARTMENT
CITY OF CLEARWATER
P1 _ JJr1' r'\. _ u_ __ _ _......_n/ "'"',,_ _ .J1\.1 f""II^~ _..L..... ~ __~ ~ __1 _~~ r".....,n~ T _ _~ln/ ..,n,("t ~...L...L__ .......~\.r-r~~__~_\ ~""LT""\.
,.-,11,.., 1.-,1\1\>1
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DetaIled Report
ORIGINAL
Page 1 of2
~fh:~@P,{)i1~LED REPORT
General Information Ii , 6 ~ lb" ~ \J !:b t!. 'ta,te Information
Intersection MCMULLEN BOOTH 1
Analyst RP DEe 2 2 2004 CURLEW
Agency or CO GCC Area Type All other areas
Date Performed 12/17 104 ~NING DE JUriSdIction FOOT 1 PIN CO
Time Period PM PEAK H PARTMEf Inalysls Year FUTURE CONDITIONS
CllY OF ClEARWATH WIPROJ
Project 10
Volume and Timmg Input
EB we NB S8
LT TH RT LT TH RT LT TH RT LT TH RT
Number of lanes, N 2 3 1 2 3 1 2 3 1 1 3 1
1
Lane grou P L T R L T R L T R L T R
Volume, V (vph) 701 617 117 239 638 200 546 2639 289 67 1243 339
% Heavy vehicles, %HV 0 0 0 0 0 0 0 0 0 0 0 0
Peak-hour factor, PHF 093 093 093 096 096 096 092 092 092 087 087 087
Pretlmed (P) or actuated A A
(A) A A A A A A A A A A
Start-up lost lime, 11 20 20 20 20 20 20 20 20 20 20 20 20
Extension of effective
green, e 20 20 20 20 20 20 20 20 20 20 20 20
Arnvaltype, AT 3 3 3 3 3 3 3 4 4 3 4 4
Unit extension, UE 30 30 30 30 30 30 30 30 30 30 30 30
Flllermg/metenng, I 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
Initial unme1 demand, Qb 00 00 00 00 00 00 00 00 00 00 00 00
Ped / Bike / RTOR
volumes 0 68 0 123 0 106 0 135
Lane width 120 120 120 120 120 120 120 120 120 120 120 120
Parking I Grade / Parking N 0 N N 0 N N 0 N N 0 N
Parking maneuvers, Nm
Buses stopping, Ng 0 0 0 0 0 0 0 0 0 0 0 0
Mm time for pedestnans, 32 32 32 32
Gp
Phasing Excl Left EB Only Thru & RT 04 Excl Left NB Only Thru & RT 08
G = 200 G:::' 200 G::: 250 G::: G::: 100 G::: 180 G::: 850 G:::
Timing V::: 0 y::: 5 y::: 6 V::: Y::: 0 V::: 5 Y= 6 V:::
Duration of AnalysIs, T ::: 0 25 Cycle Length, C ::: 2000
Lane Group CapacIty, Control Delay, and LOS Determination
EB WB NB S8
LT TH RT LT TH RT LT TH RT LT TH RT
AdJusfed flow rate, v 754 663 53 249 665 80 593 2868 199 77 1429 234
Lane group capacity, 701 1294 404 351 647 202 491 2795 872 gO 2200 686
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1 )/17/)004
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DetaIled Report
OR1GINAL
Page 2 of2
vie ratIo, X 108 051 013 071 103 040 121 103 023 086 065 034
Total green ratio, g/C 020 025 025 010 013 013 014 054 054 005 043 043
Uniform delay, d1 800 645 582 872 875 806 860 460 241 943 457 387
Progression factor, 1000 1000 1000 1000 1000 1000 1000 0700 0700 1000 0867 0867
PF
Delay calibration, k 050 012 011 027 050 011 050 050 011 039 023 011
Incremental delay, 562 03 o 1 65 427 1 3 1114 241 o 1 513 07 03
d2
Initial queue delay,
d3
Control delay 1362 649 583 937 1302 818 1974 563 170 1456 403 338
Lane group LOS F E E F F F F E 8 F 0 C
Approach delay 101 2 1171 770 441
Approach LOS F F E 0
Intersection delay 793 X=:1 03 Intersection LOS E
c
HCS2000 1 'vi
Copynght 02000 UnlversHy ot Flonda, All RIghts Reserved
VersIOn 4 Ie
R[ECE~VED
DEe 2 2 2004
PLANNING DEPARTMENT
cnv OF CLEARWATER
fil... Ilr \ nr\I""nl..."t",O/.. ')()",,,rlO/.. ?()<;;1...t+." '''",\rnp'''T("\h77' r.rr\ r ("\1"'110/.. '){l<;;1ptt,n...",\TPTnn\",?1..-H'
1 ? Il,I?O{l4
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Two-Way Stop Control
RECLE~VED
OR\G\NAL
Page 1 of2
- STOP CONTROL SUMMARY
General Information - . Site Information
PLA~ING DEPARTMENT Intersection MCMULLEN BOOTH /
A,nalyst BRIAR CREEK
fA,gency/Co CI G<eF CLEARWATER JUrisdiction PINELLAS CO
Date Perlormed 12/17/2004 A,nalysls Year 2004 FUTURE
AnalysIs Time Period PM PEAK CONDITIONS
Project Description
EasUWesl Street BRIAR CREEK BLVD North/South Street MCMULLEN BOO TH RD
intersection Orientation North-South Study Period (hrs) 025
Vehicle Volumes and Adjustments
Major Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 50 3142 28 31 2012 24
Peak-Hour Factor, PHF 090 090 090 090 090 090
Hourly Flow Rate, HFR 55 3491 31 34 2235 26
Percent Heavy Vehicles 2 -- - 2 - -~
Median Type Raised curb
RT Channelized 0 0
Lanes 1 2 1 1 2 1
Config uratlon L T R L T R
Upstream Slqnal 0 0
Mmor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
Volume 24 0 54 40 0 46
Peak~Hour Factor, PHF 090 090 090 090 090 090
Hourly Flow Rate, HFR 26 0 60 44 0 51
Percent Heavy Vehicles 2 0 2 2 0 2
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
Configuration LR LR
Delay, Queue Length, and Level of Service
pproach NB SB Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L LR LR
v (vph) 55 34 86 95
C (m) (vph) 223 69 9 0
vie 025 049 956
95% queue length 094 200 1226
Control Delay 263 999 4659
LOS D F F F
ppraach Delay - - 4659
ppraach LOS - - F
f11p Ilr \ n""11Tn P" t"O;" ') ()".,A 01.. ') (l ~ptt,., o",\rnPro" 1, '771 nrr\ T f'\('<l1 0;" ') ()~ptt, n 0"'\ 'T PTnn \. .?1.- J:;
]') In/? OOd
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ORIGINAL
ARTPlAN 2002 Conceptual Planning Analysis
Description / File Information
IFllename II~ \PI NELLAS\CO U NTR~ 111 1112/17/2004 I
\AP MBN~l XML Date Prepared
Iprogram I!ARTPLAN !IverSlon 1151 1 I
IAnalyst IIRP IIAgency IIGCC II District ]
IArteflal Name I!MCMULLEN BOOTH IIBegm Intersection IISR 580 II~nd II CURLEW I
Intersection
IStudy Period IIKlOO Ilpeak Dlrect]on II Northbou nd I
User IMCMULLEN BOOTH (SR 580 - CURLEW) I
Notes
Facility Data
I Roadway Variables II Traffic Variables II Control Variables I Multimodal
Variables
IArea Type I IAAOT IG D Paved [3
Urb<lnlzed Arrival Type Shou Ider I Bike
Lane
jClass II 211K II o 091Is,gnals/Mlle II 90110utslde Lane IITYPICal1
Width
Iposted Speed II 45110 ]1 o 6s]ICYCJe Length II 2001 Pavement ITYPlcall
Condition
1# Thru Lanes II 611PHF II o 92511Through g/C II o 56l1s,dewalk I~
IMedlan Type II RestrictIVe I 010 Turns Excl I 12llcontrol Type I semlactuatedl SIdewalk/Roadway ITYPlcal1
La n es Separation
ILeft Turn II Yesl 010 Heavy I 21 Sldewa Ik/ Roadway [3
Lanes Vehu:;les Protective Barrier
Base Sat Flow I 19001 Obstacle to Bus [3
Rate Stop
Local Ad] I 0981 IBUS Freq ID
Factor
Ad] usted Sat I 18251 IBUS Span Of 1[3
Flow Rate Service
RECE~VED
DEe 2 2 200\
PLANNING DEPARTMENT
CITY OF CLEARWATER
f11p Ilr \ nf\(')lmpnt",O/n ')(1",,,rlOt. ') (1(,).ptt,n o.,\-mprfJ"f\h 77' r.rr\ T f\{,'" lOt. ')()(,).ptt,n (1"\ TpTTln\nrp\1'
1'1/1 71? ()()4
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OR\G\NAl
Page 2 of 5
I Segment #
11 (to MEASE)
12 (to CURLEW)
Median Type I
Restnctlve!
Restrlctlvel
I II Thru Mvmt IGJI Control II Int. Approach II Speed II Segment I
Segment # Flow Rate Delay LOS (mph) LOS
11 (to MEASE) II 339311 111 145311, BlI 37911 AI
12 (to CURLEW) II 289211 09811 33 4711 ell 27111 cl
Arterial Length I 18 I Auto Speed I 1 328 I Auto LOS I B I
,
Automobile Service Volume Tables
I
I A II B II , C II D II E I
I Lanes II Hourly Volume In Peak DirectIon [
I 1 II 880 II 1160 II " 1170 II "',,". II *** I
I 2 I 1860 II 2330 II **'" II *"'* II *** I
I 3 2840 II 3500 II *"'* II *** II *"'*
,
I 4 3820 II 4670 II *",* II "''''''' II *"''''
[ * 2840 II 3500 [I "''''''' II **'" II "''''*
1 Lanes [ Hourly Volume In Both Directions
1 2 II 1350 II 1780 II ' 1790 II *"'''' "'''''''
I 4 II 2850 II 3580 II "''''''' II *** *"''''
I 6 II 4370 II 5380 II **'" II **'" ***
,
I 8 II 5880 II 7180 II ",,,,,,, II **'" ***
I .. II 4370 II 5380 II I *"'* II **'" *"''''
I Lanes II Annual Average Dally Traffic
I 2 II 15000 II 19800 [19900 II **'" II oo*..
I 4 II 31700 II 39800 *oo* II "'*'" II ..*'"
I 6 II 48500 II 59800 *"'* II **'" II *"'*
I 8 II 65400 II 79800 *"'* II ..*'" II ""''''
I * II 48500 [I 59800 *"'OO II oooo* II '"**
RECE~VED
DEe 2 2 200\
PLANNING DEPARTMENT
CllY OF CLEARWATER
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