ANX2003-12034
. .
CITY OF CLEARW A T R
PETITION FOR ANNE
PLA1~NING DEPARTMENT
MUNICIPAL SERVICES BUILDING, 100 SOOTH MYRTLE
PHONE (727)-562-4567 FAX (727) 562-
~.\~= ~~~;~~=X~ES. ~<
too , :J<., \ ,'~ '. '. .\", , f=\. " :;D
l\~~ -d:~1 FAXNUMBER:3L\lo '-<X)~b
PROPOSED DEVELOPMENT INFORMATION: . 0 ~
. '5:~l>... \- "" of- CL\.'('\~w ~ n '. ~ ~\.M~ Il~
LOCATION L\.)~'5lde..~ CP- ('\\Q....\f\lA\\{, f) aooFt) ~ - ~ rr:n5 ~\"Off\ t'FWv j
~O (Y)<!-l1,,^ \\ f?)) ~DOP\) ~
Sf. e_ 0.. \\: t,^-0. '''~ t\
,{).} J;)8 I u.J 60u(~) I ~'J.O /6 I 0 0
EXISTING CATEGORIES: ZONING: 1\ E LAND USE:~~;c\ Q-f'hC\\ :SL~bJ.xl-a",
LAND USE: L" 'Si ~ ~-U \ \C' u\. ,
'\
APPLICANT NAME:
MAILING ADDRESS:
PHONE NUMBER:
PROPERTY OWNERS:
AGENT NAME:
MAILING ADDRESS:
PHONE NUMBER:
~...
STREET ADDRESS:
LEGAL DESCRIPTION:
PARCEL NUMBER:
fo
PROPOSED CATEGORIES: ZONING:
EXISTING USE AND SIZE:
PROPOSED USE AND SIZE:
P+
SIZE OF SITE:
,P+
(number of dwelling units, hotel rooms or square footage of nonresidential use
5 g Q0 IE"'"
I (we), the undersigned, acknowledge that all
representations made in this application
are t ue nd accurate to the best of my
kno Ie ge.
nature of property owner or representative
Signature of property owner or representative
Annexation (ANX) Petition and Disclosure Statement.docPage 3 of 4
. .
CITY OF CLEARWATER
PETITION FOR ANNEXATION
DISCLOSURE STATEMENT
PLANNING DEPARTMENT
MUNICTP AL SERVICES BUILDING, 100 SOUTH-MYRTLE A VENUE, 2nd FLOOR
PHONE (727)-562-4567 FAX (727) 562-4576
ADDRESS:
~
L.: (p 3 Co
ANY OTHER PERSONS HAVING ANY OWNERSHIP INTEREST IN THE SUBJECT PROPERTY:
NAME:
INTEREST IS:
SPECIFIC INTEREST HELD:
NO
fOA-
,uA
ARE THERE ANY OPTIONS TO PURCHASE SUBJECT PROPERTY? YES
LIST ALL PARTIES TO OPTION:
NAME: 0 t\
NAME:
NO
NAME:
ARE THERE ANY MORTGAGES OR LIENS ON THE PROPERTY? YES
MORTGAGE HOLDER(S) NAME:
LIEN HOLDER(S) NAME:
Signature of property owner or representative
STATE OF FLORIDA, COUNTY OF PINELLAS
rn to and subscribed before me this ;;)(0 II day of
l , A.D., ~~ to me and/or
:ee. ,who islOersonarrp
as
I (we), the undersigned, acknowledge that all
representations made in this application
are true and accurate to the best of my
kn I dge.
Notary public,
Annexation (ANX) Petition and Disclosure Statement.docPage 4 of 4
.
.
AFFID~O \\THORlZS AGENT:"~'H'. . .
\'f\ (\ . lAf'r(l Y)ill ,,'- -l......, l\d e7\ f'f\ p\"'''7) I
(\
(Names of all property owners on deed - please PRINT full names)
1.
That (I amfwe are) the owner(s) and record title holder(s) of the following ~sCribed property (address or general location):
,-~'d.-G\O me' \\\1), \\~y\ (j(Y'~)) Kr) OG\
2.
That this property constitutes the property for which a request for a: (describe request)
or '. ) -,-0
as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition;
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property;
5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City
representatives to visit and photograph the property described in this application;
6.
That (1Iwe1. the ""oo..lgned _omy. h"""'Y co"",, that the _"9 ;s ~.___ '. _
Prop rty er
Property Owner
"
o
~{
Property Owner
Property Owner
STATE OF FLORIDA,
COUNTY OF PINELLAS
My Commission Expires: f.1v,-
LA.~ t
1 5/ ::].{:;07
:S't-
"CQ \ day of
who h~ving b~n firs. ,t duly SWOm, :;..4-
tn"\'">n I(~~V~
C'~G.i'~"'" '_
Notary Public -- .. '-" v
"')
"
\_nv"",
-4i"lJi#;;
~( f~ }:}
'lh~~
~t;'Rr'I~~:\'\
DEBRA ANN HARRIS
MV CO'~MlSSiON # DO 233928
EXPIRES: August 15.2007
Bonaed Tnru Notary PubliC Un(lorwritet'.
J
S:lPlanning DepartmentlApplication Formsldeve1opment reviewl2OO3 FORMS\single family residential infill application ZOOS.doc
.
.
LEGAL DESCRIPTION
The East 308.25 feet of the North ~ of the Northwest ~ of the Northwest ~ of Section
21, Township 28 South, Range 16 East, Pinellas County, Florida. Less the South 208.75
feet and less the West 84 feet and Less the East 100 feet thereof for road right-of-way.
.
PAGC~S -=-___
ACCT.__..... .
REC,,,__ --3lL:!.!;
om: I ~-ala-w
D.S ___. ..;'_jL:
!NT _____ .~.
FEES __._
MTF _____ .f":_
PIC
REV ___.
SUITE 100 TOTAlat!Ji'i.St .
CHC(~ ~~~ ~=~-_~[':j:
Identification
,.
GREGORY A. FOX
FOX & FOX, P.A.
28050 U.S.HWY 19 NORTH,
Clearwater, FL 33761
Prepared by and return to:
Property Appraisers Parcel
No: 21/28/16/00000/220/0100
03-340289 RUG-13-2003 2:05PM
P I t'r.':':LLRS CO 8K 12982. PG 545
\ 1111111111111111111111111111111111111111111111111
WARRANTY DEED
r--~
THIS WARRANTY DEED, executed the f d~y of '~ust 2003
between VIRGINIA WHITEHEAD, a single person herea .~r called
the GRANTOR, whose post office address is 3290 N McM\lllen Booth
Rd, Clearwater, Florida 33761 To McMULLEN BOOTH INVESTMENTS,
LLC whose post office address is 1421 Alexander Way,
Clearwater, Florida 33756 hereinafter called the GRANTEE.
(Whenever used herein the terms "grantor" and "grantee" include
all the parties to this instrument and the heirs legal
representatives and assigns of individuals, and the successors
and assigns of corporations.)
WITNESSETH: That the grantor, for and in consideration of
the sum of TEN DOLLARS ($10.00) and other valuable
considerations, receipt whereof is hereby acknowledged, hereby
grants, bargains, sells, aliens, remises, releases, conveys and
confirms unto the grantee, all that certain land situate in
Pinellas County, Florida, viz:
The East 308.25 feet of the North 1/4 of the Northwest 1/4
of the Northwest 1/4 of Section 21r Township 28 South, Range 16
East, Pinellas County, Florida, LESS the South 208.75 feet AND
LESS the West 84 feet AND LESS the East 100 feet thereof for
road right of way.
TOGETHER with all tenements, hereditament and
appurtenances thereto belonging or in otherwise appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever.
.
.
..
,'INELLRS COUNTY FLR,
OFF .REC.BK 12982 PG 546
AND the grantor hereby covenants with said grantee that
the grantor is lawfully seized of said land in fee simple; that
the grantor has good right and lawf~l authority to sell and
convey said land; that the grantor hereby fully warrants the
title to said land and will defend the same against the lawful
claims of all persons whomsoever; and that said land is free of
all encumbrances, except taxes accruing subsequent to December
31, 2002.
IN WITNESS WHEREOF, the said grantor has signed and
sealed these presents the day and year first above written.
Sisned, sealed and delivered
in the presence of:
\
~j /~ /"4 Ci"
WITNESSG-?P!& Okr
~
IT ~ij
'i ,i .. "" J a
!;~'~:;~;:<'{~iT~!1~ );
STATE OF FLORIDA
COUNTY OF PINELLAS
y~ The foregoing instrument was acknowledged before me this
R day of August 2003 by VIRGINIA WHITEHEAD, who is personally
known to me or who has produced a driver's license as
identification, and who did not take an oath.
Not;~~ Gt ft-x
My commission expires:
""'''1';i~';::',,... Gregory A Fox
l!''Ji.Pf?f;:. MY COMMISSION # CC956031 EXPIRES
~!.:.~.:.rE August 5, 2004
""~i"" f\,O~'~ BONDED THRU TROY FAIN INSURANCE, INe
"iff",,'"
MaY. 3. 2004 1:44PM
No.7678 P.l/3
Gulf Coast Consulting, Inc.
Land Development Consulting
13630 58th St. N., Suite #110
Clearwater, Florida 33760
Phone: (/27) 524-1818
Fax: (72 7) 524-6090
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Fax: 5''''' - 4f/ 7 s5'
Phone: S~~.. .::r ii S'
Date:
'I
5;'/:3/04
,
~c...\ool~ ~" Q.o ~ \oIlcdl cGl offt....fC=
Job No: 04 - oM-
Hardcopy In~tructions:
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~'Message: ---;')
.,..-(., Ov'- ~CS(.v~S1Df'. Yl~cs.Q ~o.~e 0...
c'<Jf'1.. P()r ~,,,o. Clc.'t-\C>",
The Infotmation contained in thi$ \l<lrn;mission is privileged and conlideJ1tial. It is intended fur 1he I,lee of the individual or entity
named above. If the reader of this message is not the Intended addressee, the reader is henlby nolllled that any consideration.
cllssM\inallon or dl.lp1ieation of this communication is smelly prohibited. If the recipient has received this communication in eIror,
please return this transmission 10 uS at iha address above by mad.
THANK YOU!
,
MaY. 3.2004 1:45PM
Gulf Coast Consulting, Inc.
LlUld Development Consulw..
ICOT Center
13630 58th Street N.. Suite 110
Clearwater. FL 33760
Phone; (727) 524-1818
Fax: (727) 524-6090
No.7678 P, 2/3
May 3, 2004
Mr. Bennett Elbo
Traffic Engineering Division
Department of Public Works
City of Clearwater
100 S. Myrtle Avenue, 2nd Floor
Clearwater, FL 33756
Re: McMullen Booth Medical Office - Traffic Impact Study
Dear Mr. Elbo:
Per our conversation this morning I am confirming the methodology for completing the
Traffic Impact Study for the above~referenced Land Use Plan Amendment/Rezoning. The
applicant is rezoning 2.9 acres to Institutional for a Medical Office complex, and
rezoning 1.6 acres to RU/LMDR for parking and drainage retention for the proposed
medical office. Although the applicant intends to build only 50,000 square feet, the 0.65
floor area ratio (FAR) allowed in the Institutional (I) district would pemit up to 83,000
square feet. In order to be conservative we will analyze 83,000 square feet of Medical
Office uses per ITE Trip Generation. 6th Edition, Land Use Code 720 (Medical-Dental
Office Building).
As you requested PM Peak period (4-6 PM) intersection turning movement counts will be
conducted at the following signalized intersections:
McMullen Booth Road I SR 580
McMullen Booth Road / Mease Drive
McMullen Booth Road / Curlew Road
Intersections will be analyzed using the ReS software and the 1.8 mile segment of
McMullen Booth Road (SR 580 - Curlew Road) will be analyzed using ARTPLAN or
HCS to account for roadway specific traffic and signalization characteristics.
According to ITE, 83,000 square feet of medical office space would generate 2,998 daily
trips, 202 trips during the AM peak hour, and 304mps during the PM peak hour. As we
discussed, project traffic will be distributed as follows:
60% south on McMullen Booth Road
40% north on McMullen Booth Road
MaY, 3,2004 1:45PM
~o.7678 P, 3/3
The signalized intersections and roadway segment will be reanalyzed assuming project
traffic. The proposed project driveway to McMullen Booth Road will also be analyzed.
Three (3) copies of a written report will be submitted to the City of Clearwater Planning
Department for distribution and review.
Please call me if you have any questions.
~ll~ ,
\M~//
Robert Pericl~~CP
Principal
Cc Debra Harris) Northside Engineering Services
File 04-034
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I. INTRODUCTION
McMullen Booth Developers, LLC intends to build a 50,000 square foot medical office
complex on a 2.9 acre property located on the western side of McMullen Booth Road
north of Mease Drive. The property is the subject of a Land Use Plan Amendment,
Rezoning, which would change the land use to Insitutional (I), Residential Urban (RU),
and the zoning to 1 and LMDR. McMullen Booth Road is listed as a "constrained
roadway" per the Pinellas County Concurrency Test Statement, however, the MPO 2003
Level of Service Report shows the adjacent segment of McMullen Booth Road to be
operating at an acceptable level of service. This traffic Impact Study was prepared to
evaluate the traffic impacts of 83,000 square feet of medical office development which is
the maximum allowed under the Instututional zoning. Prior to completing this analysis a
methodology was established with the City of Clearwater.
II. EXISTING CONDITIONS
Existing conditions were established by conducting PM peak period (4-6 PM)
intersection turning movement counts at the following locations in May 2004:
McMullen Booth Road / SR 580
McMullen Booth Road / Mease Drive
McMullen Booth Road / Curlew Road
All traffic counts were converted to annual averages using FDOT seasonal adjustment
factors. In addition intersection geometrics and signal timings were obtained in the field.
The intersections were analyzed using the 2000 Highway Capacity Manual procedures as
replicated by the HCS software. Existing PM peak hour traffic volume is shown in Figure
2 and the HCS printouts are included in Appendix A. Intersection level of service is
shown below:
Intersection Location
McMullen Booth / SR 580
McMullen Booth / Mease Drive
McMullen Booth Curlew Road
LOS
f
-.
C \
E
Average Delay
98.2 sec/ veh
25.8 sec/ veh
76.9 sec / veh
The segment of McMullen Booth Road between SR 580 and Curlew Road is a six-lane
divided arterial with a posted speed of 45 MPH. It is controlled by traffic signals at SR
580, Mease Drive, and Curlew Road. Presently this segment of McMullen Booth Road
carries 60,559 vehicles per day average daily traffic (ADT). When converted Annual
Average Daily Traffic (AADT) using FDOT seasonal adjustment factors, the AADT is
58,138. This roadway segment was analyzed using the ARTPLAN software to account
for peak hour traffic and signalization characteristics. _ Pr.e~ent1y the peak hour / peak
direction level of service is LOS B with an average travef speeQ of 33.7 MPH. TIie
ARTPLAN printout is mcluded m Appendix A.
--
1
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N
CURLEW RD (SR 586)
N.T.S
vY7/1
PROJECT /
LOCATION ~
MEASE DRIVE
MEASE
COUNTRYSIDE
HOSPITAL
~
:Ii
E-<
o
o
o:l
I
Z
~
....:l
....:l
~
~
C)
~
. = TRAFFIC SIGNAL
PROJECT LOCATION
Gulf Coast Consulting, Inc.
Land Development Consulting
DATE:
PROJECT NO:
04-034
FIGURE:
OS/2004
E.J.C.
1
DRAWN BY:
EXISTIN G
N L 200
O'l""l
""lNI'
""l~<o -- 6.38 N
~~L t 2.30
CURLEW RD
701~ itr
617 -- I'''''l1i1
111"t N~<O
Ii1<ON
N
~j $t
""l
MIL-RAY ~
~t ~ N.T.S
~I
0 L 121
RIi1
I'~"<t -- 0
~~L t 198 MEASE DRIVE
15~ itr
0--
~2"t
~ ~j
E--<
0
0
P:l
I
Z
~
.....:l ~j
.....:l
0
~
Co)
~
1i18""l
O'lN'<t
N~~
NN~
N<O~
N(()<O
~
. = TRAFFIC SIGNAL
PM PEAK HOUR TRAFFIC (2004)
DATE:
Gulf Coast Consulting, Inc.
Land Development Consulting
PROJECT NO:
04-034
FIGURE:
OS/2004
2
DRAWN BY:
E.J.C.
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III. FUTURE CONDITIONS WITH PROJECT
The existing 14 apartments and one single-family detached house that exist will be
demolished. The applicant intends to build 50,000 square feet of medical office space,
however, since the Institutional zoning district allows a 0.65 FAR, up to 83,000 square
feet could theoretically be permitted. As agreed to in the methodolo~y, this report
analyzes 83,000 square feet to be conservative. Per ITE Trip Generation. 6 Edition rates,
the site 83,000 square feet would generate 2,998 daily trips of which 202 trips would
occur during the AM peak hour (161 entering / 41 exiting) and 304 would occur during
the PM peak hour (82 entering / 222 exiting). Project traffic was distributed to the
surrounding roadway system based on the following percentages:
60% south on McMullen Booth Road
40% north on McMullen Booth Road
The intersections, adjacent roadway segment and project driveway were reanalyzed.
Future PM peak hour traffic volumes are shown in Figure 3 and the RCS and ARTPLAN
printouts are included in Appendix B. Expected intersection levels of service are shown
below:
Intersection Location
McMullen Booth / SR 580
McMullen Booth / Mease Drive
McMullen Booth Curlew Road
LOS
F
C
E
Average Delay
100.3 sec/ veh
32.9 sec/ veh
79.4 sec / veh
--?
The roadway segment of McMullen Booth Road between SR 580 and Curlew Road was
again analyzed using the ARTPLAN software to account for peak hour traffic and
signalization characteristics and include project traffic. With project traffic added, the
peak hour / peak direction level of service would continue to be LOS B with an average
travel speed of33.4 MPR. The ARTPLAN printout is included in Appendix B.
Project access will be limited to a right-in / right-out driveway connection to McMullen
Booth Road. Eastbound right turns exiting the site would operate at LOS F with an
average of 98.5 seconds of delay per vehicle. Due to the limited access southbound-to-
northbound V-turns will be added the McMullen Booth / Mease Drive intersection. The
southbound left turn lane is of sufficient length to accommodate these movements. In
addition a significant amount of northbound-to-southbound V-turns will be added to the
median opening at Mil-Ray Drive immediately north of the project driveway.
Lengthening the northbound left turn lane as much as physically possible will mitigate
2
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L 200
-- 638
~ ~ L r- 242
CURLEW RD
v
Olv
l"'JNI'
l"'J~<o
N
Iti
lDCOO
vvo
lD<.Dl"'J
N
l"'J co L
~ co
Ol <.D 126
JiCJ F 7gS
MIL-RAY -6-1 1_
~T~TJC/
MEASE DRIVE
It I
vCOO
vOlOl
o
l"'J
~1
. = TRAFFIC SIGNAL
FUTURE PM PEAK HOUR TRAFFIC
Gulf Coast Consulting, Inc.
Land Development Consulting
PROJECT NO:
04-034
DATE:
FIGURE:
OS/2004
E.J.C.
3
DRAWN BY:
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the project impacts and should be considered as part of a transportation management
plan.
IV. CONCLUSION
This report demonstrates that McMullen Booth Road between SR 580 and Curlew Road
operates at an acceptable level of service. If developed to the maximum potential allowed
by Institutional zoning, acceptable levels of service will be maintained and average travel
speed will not be significantly reduced. The following transportation improvements
should be made.
1. Close two right-in/right-out driveways and replace with one right-in/right out
driveway to serve the property. a... ~ ON.- GU(\Q w\-
.
Construct a southbound right turn deceleratiop.lane on McMllllen Booth Road. ...h. "
L-c:(~ (J.l,v.tr~()\ lctr\l lJU'O S "\(..I,
e 3. At the median opening north of~e project driveway (Mil-Ray Drive) Ie, ngthen I ~
the northbound left turn lane. - /1"\J rl rs ~ fi'iJ but- ~rl..~ IS~.L Ii.
f6Y J{(J).Atl~ (;15 Cl c~ CL-UU'-.-
bi~Cf{(~1~'1t)WG frawssi9 ~ )
'1 {
',I
~ ~~:r~~
~~ ~ 1.V\(;(.e~, CJ0(\~
2.
3
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------1
--
APPENDIX A
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Detailed Report
Page 1 of2
HCS2000™ DEl AILED REPORT
General Information Site Information
Intersection MCMULLEN BOOTH / SR
Analyst RP 580
Agency or Co. GCC Area Type All other areas
Date Performed 5/6/2004 Jurisdiction CLEARWA TER / PIN Co.
Time Period PM PEAK HOUR Analysis Year 2004 EXISTING
CONDITIONS
Proiect 10
Volume and Timina Input
EB WB NB 5B
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 0.88 0.88 0.88 0.94 0.94 0.94 0.93 0.93 0.93 0.93 0.93 0.93
Pretimed (P) or actuated A A A A A A A A A A A A
(A)
Start-up lost time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of effective
~reen, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival type, AT 3 3 3 3 3 3 3 3 3 3 3 3
Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/metering, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1. 000 1. 000 1. 000 1.000
Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped / Bike I RTOR
rvolumes 0 136 0 263 0 206 0 259
Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0
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
Min. time for pedestrians, 3.2 3.2 3.2 3.2
Go
Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08
G = 26.0 G = 50.0 G= G= G = 12.0 G = 84.0 G= G=
Timing Y= 7 Y= 7 Y= Y= Y = 7 Y= 7 Y= Y=
Duration of Analysis, T = 0.25 Cycle Length, C = 200.0
Lane Group Capacity, Control Delay, and LOS Determination
EB WB NB 5B
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, 446 1271 396 446 1271 396 206 2136 665 2136
c 206 665
tile:1 Ie: \Documents%20and%20Settings\rpergolizzi. GCC\Local%20Settings\T emp \s2k305.... 5/6/2004
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Detailed Report
Page 2 of2
vlc ratio, X 1.36 0.85 0.16 1.31 0.71 0.09 1.16 0.94 0.65 0.75 0.60 0.06
Total green ratio, glC 0.13 0.25 0.25 0.13 0.25 0.25 0.06 0.42 0.42 0.06 0.42 0.42
Uniform delay, d1 87.0 71.4 58.6 87.0 68.4 57.5 94.0 55.5 46.4 92.5 45.1 34.5
Progression factor, 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
PF
f
Delay calibration, k 0.50 0.38 0.11 0.50 0.28 0.11 0.50 0.45 0.23 0.30 0.19 0.11
Incremental delay, 176.5 5.5 0.2 155.6 1.9 0.1 112.6 8.7 2.3 14.0 0.5 0.0
k:J2
Initial queue delay,
~3
Control delay 263.5 76.9 58.8 242.6 70.4 57.6 206.6 64.2 48.7 106.5 45.6 34.5
Lane group LOS F E E F E E F E 0 F 0 C
Approach delay 141.0 136.1 74.4 51.6
Approach LOS F F E 0
Intersection delay 98.2 X = 0.99 Intersection LOS F
c
HCS2000 Ti..
Copyngl1t <(;; 2()()() University 01 F londa, All Ktgl1ts Reserveo
VersIOn 4.10
file:JJC :\Docwnents%20and%20Settings\rpergohzzi. GCC\Local%20Settings\ I emp\s2k305....
5/6/2004
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Detailed Report
Page 1 of2
HCS2000'" DETAILED REPORT
General Information Site Information
Intersection MCMULLEN BOOTH /
Analyst RP MEASE
Agency or Co. GCC Area Type All other areas
Date Performed 5f1 /04 Jurisdiction CLWTR / PIN. CO.
Time Period PM PEAK HOUR Analysis Year 2004 EXISTING
CONDITIONS
Project I D
Volume and Timina Incut
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 2 198 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 0.71 0.71 0.71 0.78 0.78 0.78 0.97 0.97 0.97 0.91 0.91 0.91
Pretimed (P) or actuated A A A A A A A A A A A A
(A)
Start-up lost time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of effective
green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival type, AT 3 3 3 3 3 3 4 4 3 4
Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/metering, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped / Bike / RTOR
Ivolumes 0 1 0 38 0 44 0 1
Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0
Parking / Grade / 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
Min. time for pedestrians, 3.2 3.2 3.2 3.2
Go
Phasing EB Only WB Only 03 04 Excl. Left Thru & RT 07 08
G= 7.0 G= 7.0 G= G= G= 7.0 G = 62.0 G= G=
Timing Y= 4 Y= 4 Y= Y= Y= 4 Y= 5 Y= Y=
Duration of Analysis, T = 0.25 Cycle Length, C = 100.0
Lane Group Capacity, Control Delay, and LOS Determination
EB WB NB SB
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 3153 981 124 3151
0.17 0.01 1.02 1.02 0.95 0.36 1.00 0.05 0.40 0.63
file://C: \Documents%20and%20Sertings\rpergolizzi. GCC\Loca1%20Sertings\ Temp \s2k5D F... 5/7/2004
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Detailed Report
Page 2 of2
vlc ratio, X
Total green ratio, glC 0.07 0.07 0.07 0.07 0.07 0.07 0.62 0.62 0.07 0.62
Uniform delay, d1 43.8 43.3 46.5 46.5 46.3 44.4 19.0 7.4 44.5 11.8
Progression factor, PF 1.000 1.000 1.000 1.000 1. 000 1.000 0.525 0.525 1.000 0.525
Delay calibration, k 0.11 0.11 0.50 0.50 0.46 0.11 0.50 0.11 0.11 0.21
Incremental delay, d2 0.6 0.0 87.4 87.4 71.0 1.8 15.6 0.0 2.1 0.4
Initial queue delay, d3
Control delay 44.4 43.3 133.9 133.9 117.3 46.2 25.6 3.9 i6.6
Lane group LOS 0 0 , F F F 0 C A o A
Approach delay 44.4 129.0 '\ 25.6 7.6
Approach LOS 0 F C A
Intersection delay 25.8 X = 0.88 Intersection LOS C
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HCS2000™
Copyright <l::> 2000 University of Florida, All Rights Reserved
Version4.1d
-.
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~
file:/ /C:\Documents%20and%20Sertings\rpergolizzi.GCC\Local%20Sertings\ T emp\s2k5DF... 5/7/2004
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Detailed Report
Page 1 of2
HCS2000'" DETAILED REPORT
General Information Site Information
Intersection MCMULLEN BOOTH /
Analyst RP CURLEW
Agency or Co. GCC Area Type All other areas
Date Performed 511/2004 Jurisdiction FOOT / PIN CO.
Time Period PM PEAK HOUR Analysis Year 2004 EXISTING
CONDITIONS
Proiect ID
Volume and Timina InDut
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 0.93 0.93 0.93 0.96 0.96 0.96 0.92 0.92 0.92 0.87 0.87 0.87
Pretimed (P) or actuated A A A A A A A A A A A A
(A)
Start-up lost time, '1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of effective 2.0 2.0
green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival type, AT 3 3 3 3 3 3 3 4 4 3 4 4
Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/metering, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1. 000 1.000 1. 000
Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped / Bike / RTOR
Ivolumes 0 68 0 123 0 106 0 135
Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0
Parking / Grade / 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 pedestrians, 3.2 3.2 3.2 3.2
GD
Phasing Excl. Left EB Only Thru & RT 04 Excl. Left NB Only Thru & RT 08
G = 20.0 G = 20.0 G = 25.0 G= G = 10.0 G = 18.0 G = 85.0 G=
Timing Y= 0 Y= 5 Y= 6 Y= Y= 0 Y= 5 Y= 6 Y=
Duration of Analysis, T = 0.25 Cycle Length, C = 200.0
Lane Group Capacity, Control Delay, and LOS Determination
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted flow rate, v 754 663 46 240 665 80 573 2840 173 77 1416 234
Lane group capacity, 700 1297 404 350 648 202 490 2801 872 90 2204 686
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file:IIC: \Documents%20and%20Settings\rpergolizzi. GCC\Local%20Settings\ Temp \s2k5C9.... 5/7/2004
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Detailed Report
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vlc ratio, X 1.08 0.51 0.11 0.69 1.03 0.40 1.17 1.01 0.20 0.86 0.64 0.34
Total green ratio, glC 0.20 0.25 0.25 0.10 0.13 0.13 0.14 0.54 0.54 0.05 0.43 0.43
Uniform delay, d1 80.0 64.5 57.9 87.0 87.5 80.6 86.0 46.0 23.7 94.3 45.5 38.7
Progression factor, 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.700 0.700 1.000 0.867 0.867
PF
Delay calibration, k 0.50 0.12 0.11 0.25 0.50 0.11 0.50 0.50 0.11 0.39 0.22 0.11
Incremental delay, 56.7 0.3 0.1 5.5 42.2 1.3 96.3 20.5 0.1 51.3 0.6 0.3
~2
Initial queue delay,
~3
Control delay 136.7 64.8 58.0 92.5 129.7 81.8 182.3 52.7 16.7 145.6 40.1 33.8
Lane group LOS F E E F F F F 0 B F 0 C
Approach delay 101.7 116.7 71.7 43.9
Approach LOS F F E 0
Intersection delay 76.9 X = 1.02 Intersection LOS E
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HCS2000™
Copyright Il:i 2000 University of Florida, All Rights Reserved
Version4.1d
file:IIC: \Documents%20and%20Settings\rpergolizzi. GCC\Local%20Settings\ T emp\s2k5C9.... 5/7/2004
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Page 1 of 5
ARTPLAN 2002 Conceptual Planning Analysis
Description/File Information
IFilename /17:\PINELLAS\McMullenBoothMedicaIIID t P d 115/7/2004 I
(04-034)\AP MBNB.xmJ a e repare
Iprogram IIARTPLAN Ilversion 115.1.1 I
!Analyst IIRP IIAgency IIGCC IIDistrict I
IArteria' Name /IMCMULLEN BOOTH II~egin llSR 580 II~nd IICURLEW I
Intersection Intersection ROAD
IStudy Period IIK100 II Peak Direction II Northbound 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 IAADT IG D Paved [3
Urbanized Arrival Type Shoulder/Bike
Lane
jClass II 211K II 0.091ISignals/Mile I .901 Outside Lane ITYPiCal1
Width
Iposted Speed /I 4sIID I 0.6sllcYcle Length 2001 Pavement !TYPicalj
Condition
1# Thru Lanes II 6!1PHF 0.9slIThrough g/C 0.S61lSidewalk I~
IMedian Type II Restrictivel 0/0 Turns Excl. 1211control Type Semiactuated I Sidewalk/Roadway /TYPiCall
Lanes Separation
ILeft Turn II Yesl 0/0 Heavy 21 Sidewalk/Roadway G
Lanes Vehicles Protective Barrier
Base Sat Flow I 19001 Obstacle to Bus G
Rate Stop
Local Adj. I 0.98/ /BUS Freq ID
Factor
Adjusted Sat I 18251 IBUS ~pan Of 1[3
Flow Rate Service
fil~' / /1' '\n(,\~llTn~ntc;:oln ?O::lnl"1oln ?O~pttlnO'<1\-rnp..O'nJ'77' nrr\ T n,..., J 01.. ")()~<>t+1..."'n\'T'<>~~\...~m'1 ~n'
I:;; 1'7 /')('\(\/1
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Page 2 of 5
I Segment #
11 (to MEASE DRIVE)
12 (to CURLEW ROAD)
Median Type
Restrictivel
Restrictivel
I II Thru Mvmt JGJI Control II Int. Approach II Speed II Segment I
Segment # Flow Rate Delay LOS (mph) LOS
11 (to MEASE DRIVE) " 32551~1 11.4311 BII 39.1/1 Al
12 (to CURLEW ROAD) II 27601~1 31.41/1 ell 27.711 cl
Arterial Length I 1.8 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 I! Hourly ,Volume In Peak Direction I
I 1 II 890 . /I 1170 II *** II *** " *** I
I 2 /I 1890 /I 2330 II *** II *** II *** I
I 3 II 2890 1/ 3500 II *** II *** II *** I
I 4 " 3890 II 4670 II *** II *** II *** I
I * " 2890 II 3500 II *** " *** II *** I
I Lanes 'I Hourly Volume In Both Directions I
I 2 II 1370 II 1790 /I *** II *** " *** I
I 4 /I 2900 /I 3590 II *** /I *** II *** I
I 6 II 4440 /I 5380 II *** " *** II *** I
I 8 II 5980 1/ 7180 1/ *** II *** II *** I
I * " 4440 " 5380 II *** II *** II *** I
I Lanes I! Annual Average Daily Traffic I
I 2 II 15200 II 19900 II *** II *** /I *** I
I 4 II 32300 II 39900 II *** II *** II *** I
I 6 II 49400 II 59800 /I *** " *** 1/ *** I
I 8 II 66500 II 79800 /I *** II *** II *** I
I * II 49400 II 59800 II *** 1/ *** II *** I
file://C:\Documents%?O~no%?OSpttina<;i\rnpraf"'llw'n nrr\ T {"\,,,,,!Ol.. ')(\c;;!~tt''''~'''\''''~'''''''''\'''_~H~~m -= /"7/"lf"'lI\A
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Gulf Coast Consulting, Inc.
Land Development Consulting
ICOT Center
13630 58th Street N., Suite 110
Clearwater, FL 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
May 3, 2004
Mr. Bennett Elbo
Traffic Engineering Division
Department of Public Works
City of Clearwater
100 S. Myrtle Avenue, 2nd Floor
Clearwater, FL 33756
Re: McMullen Booth Medical Office - Traffic Impact Study
Dear Mr. Elbo:
Per our conversation this morning I am confirming the methodology for completing the
Traffic Impact Study for the above-referenced Land Use Plan Amendment/Rezoning. The
applicant is rezoning 2.9 acres to Institutional for a Medical Office complex, and
rezoning 1.6 acres to RU/LMDR for parking and drainage retention for the proposed
medical office. Although the applicant intends to build only 50,000 square feet, the 0.65
floor area ratio (FAR) allowed in the Institutional (I) district would permit up to 83,000
square feet. In order to be conservative we will analyze 83,000 square feet of Medical
Office uses per ITE Trip Generation., 6th Edition, Land Use Code 720 (Medical-Dental
Office Building).
As you requested PM Peak period (4-6 PM) intersection turning movement counts will be
conducted at the following signalized intersections:
McMullen Booth Road I SR 580
McMullen Booth Road I Mease Drive
McMullen Booth Road I Curlew Road
Intersections will be analyzed using the HCS software and the 1.8 mile segment of
McMullen Booth Road (SR 580 - Curlew Road) will be analyzed using ARTPLAN or
HCS to account for roadway specific traffic and signalization characteristics.
According to ITE, 83,000 square feet of medical office space would generate 2,998 daily
trips, 202 trips during the AM peak hour, and 304 trips during the PM peak hour. As we
discussed, project traffic will be distributed as follows:
60% south on McMullen Booth Road
40% north on McMullen Booth Road
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The signalized intersections and roadway segment will be reanalyzed assuming project
traffic. The proposed project driveway to McMullen Booth Road will also be analyzed.
Three (3) copies of a written report will be submitted to the City of Clearwater Planning
Department for distribution and review.
Please call me if you have any questions.
S.~i~.~ . el..1/'}
/ r//i' lr/
( t~iV 12;t;(ff/
Robert Pergor ~CP
Principal
Cc Debra Harris, Northside Engineering Services
File 04-034
------- -.-- ----
I Print Date: Jun/21/2003 Florida Department of Transportation
Transportation Statistics Office
2002 Peak Season Factor Category Report
I PINELLAS COUNTYWIDE MOCF 0.94
Category: 1500 Week Dates SF PSCF
1 01/01/2002 - 01/05/2002 1.06 LI3
I 2 01/06/2002 - 01/12/2002 1.05 1.12
3 01/13/2002 - 01/19/2002 1.04 LI1
4 01/20/2002 - 01/26/2002 1.02 1.09
I 5 01/27/2002 - 02/02/2002 1.00 1.06
6 02/03/2002 - 02/09/2002 0.98 1.04
* 7 02/10/2002 - 02/16/2002 0.96 1.02
* 8 02/17/2002 - 02/23/2002 0.95 1.01
I * 9 02/24/2002 - 03/02/2002 0.94 1.00
* 10 03/03/2002 - 03/09/2002 0.93 0.99
* 11 03/10/2002 - 03/16/2002 0.92 0.98
I * 12 03/17/2002 - 03/23/2002 0.92 0.98
* 13 03/24/2002 - 03/30/2002 0.93 0.99
* 14 03/31/2002 - 04/06/2002 0.93 0.99
* 15 04/07/2002 - 04/13/2002 0.94 1.00
I * 16 04/14/2002 - 04/20/2002 0.94 1.00
* 17 04/21/2002 - 04/27/2002 0.95 1.01
* 18 04/28/2002 - 05/04/2002 0.96 1.02
I ~ * 19 05/05/2002 - 05/11/2002 0.97 1.03 J
20 05/12/2002 - 05/18/2002 0.99 1.05
21 05/19/2002 - OS/25/2002 0.99 1.05
I 22 OS/26/2002 - 06/01/2002 0.99 1.05
23 06/02/2002 - 06/08/2002 1.00 1.06
24 06/09/2002 - 06/15/2002 1.00 1.06
I 25 06/16/2002 - 06/22/2002 1.00 1.06
26 06/23/2002 - 06/29/2002 1.00 1.06
27 06/30/2002 - 07/06/2002 1.00 1.06
28 07/07/2002 - 07/13/2002 1.01 1.07
I 29 07/14/2002 - 07/20/2002 1.01 1.07
30 07/21/2002 - 07/27/2002 1.01 1.07
31 07/28/2002 - 08/03/2002 1.01 1.07
I 32 08/04/2002 - 08/10/2002 1.01 1.07
33 08/11/2002 -' 08/17/2002 1.02 1.09
34 08/18/2002 - 08/24/2002 1.03 1.10
35 08/25/2002 - 08/31/2002 1.03 LIO
I 36 09/01/2002 - 09/07/2002 1.04 1.11
37 09/08/2002 - 09/14/2002 1.05 LI2
38 09/15/2002 - 09121/2002 1.06 1.13
I 39 09/22/2002 - 09/28/2002 1.05 1.12
40 09/29/2002 - 10/05/2002 1.04 1.11
41 10/06/2002 - 10/12/2002 1.03 1.10
I 42 10/13/2002 - 10/19/2002 1.02 1.09
43 10/20/2002 - 10/26/2002 1.02 1.09
44 10/27/2002 - 11/02/2002 1.03 1.10
45 11/03/2002 - 11/09/2002 1.03 1.10
I 46 11/10/2002 - 11/16/2002 1.04 1.11
47 11/17/2002 - 11/23/2002 1.04 1.11
48 11/24/2002 - 11/3012002 1.05 LI2
I 49 12/0112002 - 12/07/2002 1.05 1.12
50 12/08/2002 - 12/1412002 1.06 1.13
51 12/15/2002 - 12/21/2002 1.06 1.13
I 52 12/22/2002 - 12/28/2002 1.05 1.12
53 12/29/2002 - 12/31/2002 1.04 1.11
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APPENDIX B
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Medical-Dental Office Building
(720 )
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday
Number of Studies: 10
Average 1000 Sq. Feet GFA: 45
Directional Distribution: 50% entering, 50% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates
Standard Deviation
10.18
36.13
23.16 - 50.51
Data Plot and Equation
5,000
4,000
.. -.. .'. - _...:. -. - - -'.... - - .'... -. -'... - - - .'.. - --
. , , . . .
-.. ..... - -. --
,~""'" .
, .
";"",, .
(Jl
"C
t:
W
C.
't:
I-
a>
U
:c
a>
>
a>
Cl
a:I
....
a>
>
<(
II
I-
x
3,000
. . . ,
.. - - - -.. - - - - -. -. -. - - - - - -.. -..
. , . ,
2,000 .. - -
:i<
1,000 . - - - . -,.
,
. . .; , .
. . : . - ;,-". ~ . . . x. ~. x- - - - ~ - . . -
o
o
10
20
30
40
50
60
70
80
90
100
110
120
x = 1000 Sq. Feet Gross Floor Area
X Actual Data Points
Rtted Curve
n____ Average Rate
Fitted Curve Equation: T = 40.892(X) - 214.970
R2 = 0.90
Trip Generation, 6th Edition
1083
Institute of Transportation Engineers
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Medical-Dental Office Building
(720)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Number of Studies: 20
Average 1000 Sq. Feet GFA: 40
Directional Distribution: 80% entering, 20% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates
Standard Deviation
2.43
0.85
4.79
1.92
Data Plot and Equation
300
X
, ,:"
/ /
, ,
'/ /
/
/ /'
,
, /
/
/ /
/ /'
/
Ul / ,
1:l 200 , .. " )~ , / "
c:: '/ " .
W / /.
0- , , .X
';;:: , /
f- '/ ,
Q) /.
U , /
:c x / /
Q) ., ,
> ,
, /'
Q) /
Ol / / X
as / /
~ ...~
Q)
> , /
<( , / :K.
/
11 100 , " /. .. , ..
f- ,/'):(
X / /
/ / X
X X d
/ / X
X x....,....... 0
/ /
>/ X X
/ /
/ X
>i: , / X
,
y /
0 I 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 ------ Average Rate
Fitted Curve Equation: Not given R2 = ****
Trip Generation, 6th Edition
1084
Institute of Transportation Engineers
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Medical-Dental Office Building
(720)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 40
Average 1000 Sq. Feet GFA: 30
Directional Distribution: 27% entering, 73% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates
Standard Deviation
3.66
0.97
8.86
2.46
Data Plot and Equation
500
</)
"C
r::
W
.9-
~
Q)
"0
1:
Q)
>
Q)
Cl
as
~
Q)
>
<{
II
I-
. . . . , I . . . _ ',' , . .~:" _",." . . . , ,
400 """,'" , . , ; . , . , . ''- . . , , , " . . , , , . .- . , . . x',' . 'x . . ; , . , . . ''- . , . , . " . , . , . "."
, ,
, ~
~~
~",...",,,./ I
,/ X
300 .,'.. .:. , . . ., ; '. . ,. ,;, . . , . . ':.. .. , ,;, . . , , -:. . . . . , ; , . , . ,>/<~~~.~. . ., .
x
~
, ~
~
'~
~~~~~~
, ~
~
:-
X ~,
200 .. - - - -: - ~ - - . - ; . - . - . - > - . - - . -: - _ _ . . _ ~ '", -... J' ": ~ .: _. . _ _ ; _ _ _ _ _ .; _ _ _ _ _ . -: _ . _ _ _ _ :_ _ . _ . _ .: _ _ _ _ _ _
X; ///<
X >~
X -"","
, 'x. ",,"'. , . , . , . .
...., .;,." .X.:.,. .><.~.~".,.. ~...,' .:...,..:..... ,:......:..,.., ~,.". .;......
100 : X X: ~~~ XX : : : : : : : :
<I!."",;.'" , X .
:x
x:
X:
'x
X
o
o
10
20
30
40
50
60
70
80
90
100
110
120
x = 1000 Sq. Feet Gross Floor Area
X Actual Data Points
Fitted Curve
- - -- -- Average Rate
Fitted Curve Equation: Ln{T) = 0.921 Ln{X) + 1.476
R2 = 0.78
Trip Generation, 6th Edition
1085
Institute of Transportation Engineers
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HCS2000™ DETAILED REPORT
General Information Site Information
Intersection MCMULLEN BOOTH / SR
Analyst RP 580
Agency or Co. GCC Area Type All other areas
Date Performed 5/6/2004 Jurisdiction CLEARWA TER / PIN CO.
Time Period PM PEAK HOUR Analysis Year FUTURE CONDITIONS
W/PROJ.
Proiect 10
Volume and TiminQ 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) 546 947 192 550 852 311 222 1878 611 187 1244 330
% Heavy vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2
Peak-hour factor, PHF 0.88 0.88 0.88 0.94 0.94 0.94 0.93 0.93 0.93 0.93 0.93 0.93
Pretimed (P) or actuated A A A A A A A A A A A A
A)
Start-up lost time, '1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of effective
green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival type, AT 3 3 3 3 3 3 3 3 3 3 3 3
Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/metering, I 1.000 1.000 1. 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped / Bike / RTOR
!volumes 0 136 0 263 0 206 0 259
Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0
Parking / Grade / 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
Min. time for pedestrians, 3.2 3.2 3.2 3.2
Gp
Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08
G = 26.0 G = 50. 0 'G= G= G = 12.0 G = 84.0 G= G=
Timing y = 7 y= 7 y= Y= Y= 7 Y = 7 Y= Y=
Duration of Analysis, T = 0.25 Cycle Length, C = 200.0
Lane Group Capacity, Control Delay, and LOS Determination
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT .
Adjusted flow rate, v 620 1076 64 585 906 51 239 2019 435 201 1338 76
Lane group capacity, 446 1271 396 446 396 206
k; 1271 2136 665 206 2136 665
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vlc ratio, X 1.39 0.85 0.16 1.31 0.71 0.13 1.16 0.95 0.65 0.98 0.63 0.11
Total green ratio, g/C 0.13 0.25 0.25 0.13 0.25 0.25 0.06 0.42 0.42 0.06 0.42 0.42
Uniform delay, d1 87.0 71.4 58.6 87.0 68.4 58.1 94.0 55.8 46.4 93.9 45.7 35.3
Progression factor, 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
PF
Delay calibration, k 0.50 0.38 0.11 0.50 0.28 0.11 0.50 0.46 0.23 0.48 0.21 0.11
Incremental delay, 0.1 . 112.6 9.6 2.3 55.5 0.6 0.1
d2 188.9 5.5 0.2 155.6 1.9
Initial queue delay,
d3
Control delay ~75.9 76.9 58.8 242.6 70.4 58.3 206.6 65.4 48.7 149.4 46.2 35.4
Lane group LOS F E E F E E F E 0 F 0 0
Approach delay 146.3 135.3 75.2 58.6
Approach LOS F F E E
Intersection delay 100.3 X = 1. 00 Intersection LOS F
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Detailed Report
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HCS2000™ DETAILED REPORT
General Information Site Information
Intersection MCMULLEN BOOTH /
Analyst RP MEASE
Agency or Co. GCC Area Type All other areas
Date Performed 5/7/2004 Jurisdiction CLWTR / PIN. Co.
Time Period PM PEAK HOUR Analysis Year FUTURE CONDITIONS
W/PROJ.
Proiect 10
Volume and Timing 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 2 198 0 126 44 3098 90 144 1913 7
% Heavy vehicles, %HV 2 2 2 2 2 2 2 2 2 2 2 2
Peak-hour factor, PHF 0.71 0.71 0.71 0.78 0.78 0.78 0.97 0.97 0.97 0.91 0.91 0.91
Pretimed (P) or actuated A A A A A A A A A A A A
(A)
Start-up lost time, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of effective
green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Arrival type, AT 3 3 3 3 3 3 4 4 3 4
Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/metering, I 1.000 1.000 1.000 1.000 1.000 1.000 1. 000 1.000 1.000 1.000
Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped / Bike / RTOR
Ivolumes 0 1 0 38 0 44 0 1
Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0
Parking / Grade / 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
Min. time for pedestrians, 3.2 3.2 3.2 3.2
Go
Phasing EB Only WB Only 03 04 Excl. Left Thru & RT 07 08
G= 7.0 G= 7.0 G= G= G= 7.0 G = 62.0 G= G=
Timing Y= 4 Y= 4 Y= Y= Y= 4 Y= 5 Y= Y=
Duration of Analysis, T = 0.25 Cycle Length, C = 100.0
Lane Group Capacity, Control Delay, and LOS Determination
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted flow rate, v 21 1 127 127 113 45 3194 47 158 2109
Lane group capacity, c 124 111 124 124 111 124 3153 981 124 3151
0.17 0.01 1.02 1.02 1.02 0.36 1.01 0.05 1.27 0.67
file:/ /C: \Documents%20and%20Settings\rpergolizzi. GCC\Local%20Settings\ T emp\s2k5EA... 5/712004
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vie ratio, X
Total green ratio, g/C 0.07 0.07 0.07 0.07 0.07 0.07 0.62 0.62 0.07 0.62
Uniform delay, d1 43.8 43.3 46.5 46.5 46.5 44.4 19.0 7.4 46.5 12.3
Progression factor, PF 1.000 1.000 1.000 1.000 1. 000 1.000 0.525 0.525 1.000 0.525
Delay calibration, k 0.11 0.11 0.50 0.50 0.50 0.11 0.50 0.11 0.50 0.24
Incremental delay, d2 0.6 0.0 87.4 87.4 90.3 1.8 19.3 0.0 171.8 0.6
Initial queue delay, d3
Control delay 44.4 43.3 133.9 133.9 136.8 46.2 29.3 3.9 218.3 7.0
Lane group LOS D D F F F D C A F A
Approach delay 44.4 134.8 29.2 21.8
Approach LOS D F C C
Intersection delay 32.9 X = 0.97 Intersection LOS C
c
HCS2000™
Copyright 0 2000 University ofFJorida, All Rights Reserved
Version4.1d
file:IIC: \Documents%20and%20Settings\rpergolizzi. GCC\Local%20Settings\ T emp\s2k5EA... 5/7/2004
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Detailed Report
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HCS2000" DETAILED REPORT
General Information Site Information
Intersection MCMULLEN BOOTH 1
Analyst RP CURLEW
Agency or Co. GCC Area Type All other areas
Date Performed 5/712004 Jurisdiction FOOT / PIN CO.
Time Period PM PEAK HOUR Analysis Year FUTURE CONDITIONS
WIPROJ.
Proiect 10
Volume and Timing Input
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Number of lanes, N1 2 3 1 2 3 1 2 3 1 1 3 1
Lane group L T R L T R L T R L T R
Volume, V (vph) 701 617 120 242 638 200 545 2648 300 67 1244 339
% Heavy vehicles, %HV 0 0 0 0 0 0 0 0 0 0 0 0
Peak-hour factor, PHF 0.93 0.93 0.93 0.96 0.96 0.96 0.92 0.92 0.92 0.87 0.87 0.87
Pretimed (P) or actuated A A A A A A A A A A A A
(A)
Start-up lost time, '1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Extension of effective
green, e 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
"
Arrival type, AT 3 3 3 3 3 3 3 4 4 3 4 4
Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Filtering/metering, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped / Bike / RTOR
!volumes 0 68 0 123 0 106 0 135
Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0
Parking / Grade / 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
Min. time for pedestrians, 3.2 3.2 3.2 3.2
Gp
Phasing Excl. Left EB Only Thru & RT 04 Excl. Left NB Only Thru & RT 08
G = 20.0 G = 20.0 G = 25.0 G= G = 10.0 G = 18.0 G = 85.0 G=
Timing Y= 0 Y= 5 Y= 6 Y= y= 0 y= 5 y= 6 Y=
Duration of Analysis, T = 0.25 Cycle Length, C = 200.0
Lane Group Capacity, Control Delay, and LOS Determination
EB WB NB SB
LT TH RT LT TH RT LT TH RT LT TH RT
Adjusted flow rate, v 754 663 56 252 665 80 592 2878 211 77 1430 234
Lane group capacity, 700 1297 404 350 648 202 490 2801 90 2204 686
c 872
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, 1'7!"'lO{\A
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vlc ratio, X 1.08 0.51 0.14 0.72 1.03 0.40 1.21 1.03 0.24 0.86 0.65 0.34
Total green ratio, glC 0.20 0.25 0.25 0.10 0.13 0.13 0.14 0.54 0.54 0.05 0.43 0.43
Uniform delay, d1 80.0 64.5 58.3 87.3 87.5 80.6 86.0 46.0 24.3 94.3 45.7 38.7
Progression factor, 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.700 1.000 0.867 0.867
PF 0.700
Delay calibration, k 0.50 0.12 0.11 0.28 0.50 0.11 0.50 0.50 0.11 0.39 0.23 0.11
Incremental delay, 56.7 0.3 0.2 7.1 42.2 1.3 111.6 24.5 0.1 51.3 0.7 0.3
d2
Initial queue delay,
d3
Control delay 136.7 64.8 58.4 94.3 129.7 81.8 197.6 56.7 17.2 145.6 40.2 33.8
Lane group LOS F E E F F F F E B F 0 C
Approach delay 101.4 116.9 77.1 44.0
Approach LOS F F E 0
Intersection delay 79.4 X = 1.03 Intersection LOS E
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HCS2000™
Copyright @ 2000 University of Florida, All Rights Reserved
Version 4.1d
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, /'7 f') OOLl.
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Two-Way Stop Control Page 1 of2
~O-WAYSTOPCONTROLSUMMARY
General Information $ite Information
Intersection MCMULLEN BOOTH 1
Analyst RP DRIVEWA Y
Agency/Co. GCC Jurisdiction CLWTR. IPIN. CO.
Date Performed 5/612004 Analysis Year FUTURE CONDITIONS
Analysis Time Period PM PEAK HOUR WIPROJ.
Project Description
East/West Street: PROJECT DRIVEWA Y North/South Street: MCMULLEN BOOTH ROAD
Intersection Orientation: North-South Study Period (hrs): 0.25
Vehicle Volumes and Adjustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 0 3327 0 0 1842 82
Peak-Hour Factor, PHF 0.95 0.97 0.95 0.95 0.91 0.91
Hourly Flow Rate, HFR 0 3429 0 0 2024 90
Percent Heavy Vehicles 0 - - 0 - --
Median Type Raised curb
RT Channelized 0 0
Lanes 0 2 0 0 2 1
K;onfiguration T T R
Upstream Siqnal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
Volume 0 0 0 0 0 222
Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Hourly Flow Rate, HFR 0 0 0 0 0 233
Percent Heavy Vehicles 0 0 0 0 0 2
Percent Grade (%) 0 0
Flared Approach N N
~torage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 1
Configuration R
Delav, Queue Lenath, and Level of Service
Approach NB SB Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration I R
v (vph) 233
C (m) (vph) 237
v/c 0.98
95% queue length 9.10
Control Delay 98.5
LOS F
Approach Delay -- - 98.5
!Approach LOS -- - F
Tlle:!!C :\Documems%20and'lrUlOSettings\rpergolizzi. GCC\Local%20Settings\ T emp\u2k3 29.... 5/6/2004
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ARTPLAN 2002 Conceptual Planning Analysis
Description/File Information
IFilename Ilt\PINELLAS\MCMUllenBoothMedicall!D t P p d 115/7/2004 I
(04-034)\AP MBNBFUTURE.xml a e re are
Iprogram IIARTPLAN IIversion 1/5.1.1 I
IAnalyst IIRP IIAgency IIGCC IIDistrict I
IArterial Name I/MCMULLEN BOOTH II~egin IISR 580 II~nd IICURLEW I
Intersection Intersection ROAD
IStudy Period IIK100 IIPeak Direction II Northbound I
User MCMULLEN BOOTH (SR 580 - CURLEW) FUTURE CONDITIONS I
Notes
Facility Data
I Roadway Variables II Traffic Variables II Control Variables I Multimodal
Variables
IArea Type I IAADT IG D Paved [3
Urbanized Arrival Type Shoulder /Bike
lane
IClass 1/ 21/K II 0.091ISignals/Mile II .901 Outside lane ITYPiCal1
Width
/posted Speed 1/ 4511D " 0.6511CYcle Length II 2001 Pavement /TYPiCall
Condition
1# Thru Lanes II 611PHF II 0.95l/Through g/C II 0.56l1Sidewalk I~
IMedian Type 1/ Restrictive I 0/0 Turns Excl. I 12/lcontrol Type Isemiactuatedl Sidewalk/Roadway ITYPiCal1
lanes Separation
Ileft Turn II Yesl 010 Heavy I 21 Sidewalk/Roadway G
Lanes Vehicles Protective Barrier
Base Sat Flow I 19001 Obstacle to Bus G
Rate Stop
Local Adj. I 0.981 IBUS Freq ID
Factor
Adjusted Sat I 18251 Bus Span Of [3
Flow Rate Service
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en I"f\r\,j
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Page 2 of 5
I Segment #
11 (to MEASE DRIVE)
12 (to CURLEW ROAD)
Automobile Segment Data
I Cycle QI Arr'll%l # Dir./ Len th IIAADTl Hourly I FFS II
Length ~ Type ~ Lanes g Vol.
II 10011 0.621C]c:=]CJ]I1.09848/15524810ill~1
II 20011 0.541C]~CJ]10. 70076115970911 34931~1
Automobile LOS
Median Type
Restrictivel
Restrictivel
I II Thru Mvmt I~I Control II Int. Approach II ~~:~~ JI Segment I
Segment # Flow Rate vie Delay LOS LOS
11 (to MEASE DRIVE) II 33001~1 11. 9711 BII 38.91/ AI
12 (to CURLEW ROAD) II 28311~1 32.6411 clI 27.311 cl
Arterial Length I 1.8 I Auto Speed I 33.4 I Auto LOS I B I
Automobile Service Volume Tables
I A /I B II c 1/ D II E I
I Lanes I! Hourly Volume In Peak Direction I
I 1 II 890 /I 1170 II *** II *** II *** I
I 2 II 1890 II 2330 II *** Ii *** II *** I
I 3 II 2890 1/ 3500 II *** II *** II *** I
I 4 II 3890 II 4670 II *** II *** II *** I
I * II 2890 II 3500 II *** II *** II *** I
I Lanes '! Hourly Volume In Both Directions I
I 2 II 1370 II 1790 II *** /I *** II *** I
I 4 II 2900 II 3590 II *** II *** II *** I
I 6 II 4440 II 5380 /I *** II *** II *** I
I 8 II 5980 II 7180 II *** II *** II *** I
I * II 4440 /I 5380 II *** II *** II *** I
I Lanes '! Annual Average Daily Traffic I
2 II 15200 II 19900 II *** II *** II *** I
4 II 32300 1/ 39900 II *** II *** II *** I
6 II 49400 II 59800 II *** II *** II *** I
8 II 66500 II 79800 II *** II *** II *** I
* II 49400 II 59800 II *** II *** II *** I
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CITY OF CLEARWATER PUBLIC HEARING NOTICE
ANNEXATION AMENDMENTS
NOTE: All persons wishinf! to address an item need to be present at the BEGINNING of the Communitv Development Board
meetinf!. Those cases that are not contested bv the applicant. staff. neif!hborinf! propertv owners. etc. will be placed on a consent
af!enda and approved bv a sinf!le vote at the bef!inninf! of the meetinf!.
Schedule of Public Hearings:
Thursday, September 2, 2004 before the City Council (2nd Reading), at 6:00 p.m.
All public hearings on the ordinances will be held in Council Chambers, 3rd floor of City Hall, 112 South Osceola Avenue,
Clearwater, Florida. (McMullen Booth Developers, LLC) ANX2003-12034
The City of Clearwater, Florida, proposes to adopt the following ordinance:
ORDINANCE NO. 7265-04
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, ANNEXING CERTAIN REAL PROPERTY CONSISTING OF
0.358-ACRES LOCATED ON THE WEST SIDE OF MCMULLEN BOOTH ROAD, APPROXIMATELY 500 FEET NORTH OF
MEASE DRIVE, CONSISTING OF METES AND BOUNDS 22/01, A PORTION OF SECTION 21, TOWNSHIP 28 SOUTH,
RANGE 16 EAST, WHOSE POST OFFICE ADDRESS IS 3290 MCMULLEN BOOTH ROAD, INTO THE CORPORATE LIMITS
OF THE CITY, AND REDEFINING THE BOUNDARY LINES OF THE CITY TO INCLUDE SAID ADDITION; PROVIDING
AN EFFECTIVE DATE.
Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or
City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any
matter considered at such hearings, will need to request and obtain party status by the Board during the case discussion, a record of the
proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the
testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Section 4-
206 states that patty status shall be granted by the Board if person requesting such demonstrates that s/he is substantially affected. Party
status entitles parties to: personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and
speak on reconsideration requests.
An oath will be administered swearing in all participants in public hearing cases. If you wish to speak at the meeting, please wait to
be recognized, then state and spell your name and provide your address. Persons speaking before the CDB shall be limited to three
minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to
10 minutes. The Community Development Board will review the case and make a recommendation to the City Council for final
disposition.
Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested
parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave.,
Clearwater, FL 33756. Please contact Gina Clayton, Long Range Planning Manager, at 562-4587 to discuss any questions or concerns
about the project and/or to better understand the proposal.
This notice was sent by the Official Records and Legislative Services Department, Cynthia E. Goudeau, CMC, City Clerk
City of Clearwater, P.O. Box 4748, Clearwater, FL 33758-4748
A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS & LEGISLATIVE SERVICES DEPT.
ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE
IN THIS MEETING SHOULD CALL OFFICIAL RECORDS & LEGISLATIVE SERVICES DEPT. WITH THEIR
REQUEST AT (727) 562-4093.
Ad: 08/15/04
e
-
CDB Meeting Date: July 20, 2004
Case Number: ANX2003-12034
Agenda Item: F-4
CITY OF CLEARWATER
PLANNING DEPARTMENT
ST AFF REPORT
BACKGROUND INFORMATION
OWNER! APPLICANT:
McMullen Booth Developers, LLC
REPRESENT ATIVE:
Housh Ghovaee
LOCATION:
3290 McMullen Booth Road
REQUEST:
Annexation of 0.35-acres of property to the City of
Clearwater (Site is included as part of the pending land use
plan amendment and rezoning request, LUZ2003-12014).
SITE INFORMATION
PROPERTY SIZE:
15,376 square feet or 0.35 acres
DIMENSIONS OF SITE:
124 feet wide by 124 feet deep
PROPERTY USE:
Current Use:
Proposed Use:
Detached dwelling and accessory uses
Medical Office
PLAN CATEGORY:
Current Category:
Proposed Category:
Residential Suburban (RS) (County)
Institutional (INS) (City) (Pending LUZ2003-12014)
ZONING DISTRICT:
Current District:
Proposed District:
AE, Agricultural Estates Residential District (County)
Institutional (I) District (City) (Pending LUZ2003-12014)
Staff Report - Cormnunity Development Board - July 20,2004 - Case ANX2003-12034
Page 1
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EXISTING
SURROUNDING USES:
North: Single family residential
South: Assisted Living Facility
East: Medical Office
West: Multi-family residential
ANALYSIS:
The subject property is 0.35-acres located on the west side of McMullen Booth Road,
approximately 500 feet north of Mease Drive. The property is contiguous with the existing City
boundaries to the north, south and west; therefore, the proposed annexation is consistent with
Florida Statutes with regard to voluntary annexation. The applicant is requesting this annexation
so the property can be included as part of a medical office redevelopment project that includes
the adjacent parcel to the west.
A companion application to change the Future Land Use Plan category of this site from the
Residential Suburban (RS) category (County) to Institutional (INS) category (City), and to rezone
it from the A-E, Agricultural Estates District (County) to the Institutional (I) District (City) is
being processed concurrently with this annexation request in LUZ2003-12014 (see agenda item
F-5).
I. IMPACT ON CITY SERVICES:
Water and Sewer
The property currently receives water service from Pinellas County. Sewer service will be
provided by the City of Clearwater and capacity for the project is available for this utility. The
closest sewer line is located in the adjacent parcel to the west. The applicant is aware of the costs
to extend service to this site, as well as the applicable impact fees and utility deposits that must
be paid at the time building permits are issued.
Solid Waste
Solid waste will be provided by the City of Clearwater. The City has an interlocal agreement
with Pinellas County to provide for the disposal of solid waste at the County's Resource
Recovery Plant and capacity is available to serve the property.
Police
The proposed annexation is located within Patrol District 3 in which there are currently 56 patrol
officers and 7 patrol sergeants and a lieutenant assigned to this District. The District Station is
located at 2851 North McMullen Booth Road. Community policing service will be provided
through the City's zone system and officers in the field. The Police Department will be able to
serve this property and the annexation will not adversely affect police service and response time.
Fire and Emergency Medical Services
Fire and emergency medical services will be provided to the property by Station #50 located at
2681 Countryside Boulevard. The Fire Department will be able to serve this property and the
annexation will not adversely affect fire and EMS service and response time.
Staff Report - Community Development Board - July 20,2004 - Case ANX2003-12034
Page 2
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In summary, the proposed annexation will not have an adverse effect on public facilities and their
level of service.
II. CONSISTENCY WITH CITY'S COMPREHENSIVE PLAN: [Section 4-604.F.1]
The proposed annexation is consistent with promoting the following goal of the City of
Clearwater Comprehensive Plan:
2.4 Objective - Compact urban development within the urban service area shall be promoted
through application of the Clearwater Community Development Code.
In summary, the proposed annexation is consistent with the City's Comprehensive Plan.
III. CONSISTENCY OF DEVELOPMENT WITH COMMUNITY DEVELOPMENT
CODE AND CITY REGULATIONS: [Sections 2-1001.1. & 4-604.F.5.]
The site is currently zoned AE, Agricultural Estates District in the County. The applicant
proposes to rezone the property to the Low Medium Density Residential (LMDR) District. The
proposed rezoning is being processed concurrently with the annexation and is more thoroughly
analyzed and discussed in the staffreport for LUZ2003-12014 (see agenda item F-5).
IV. CONSISTENCY WITH THE COUNTYWIDE PLAN:
A change is requested to the Future Land Use Plan category of this site from the Residential
Suburban (RS) (County) category to the Institutional (INS) (City) category. This amendment is
being processed concurrently with the annexation and is more thoroughly analyzed and discussed
in the staff report for LUZ2003-12014 (see agenda item F-5).
V. CONSISTENCY WITH PINELLAS COUNTY AND FLORIDA LAW:
Pursuant to Pinellas County Ordinance No. 00-63, the Pinellas Planning Council and County
staffs have reviewed this annexation and determined it complies with the ordinance criteria.
Florida Statutes require that a proposed annexation be both contiguous with the existing
municipal boundaries and compact in its concentration (Florida Statutes Chapter 171). This site
is contiguous with the existing City boundaries to the north, south and west and represents a
logical extension of the existing boundaries. The compactness standard of Florida law requires
that the annexation does not create an enclave or a serpentine pattern of municipal boundaries.
The annexation of this property is consistent with these standards. In summary, the annexation
of this property is consistent with Florida law.
VI. CODE ENFORCEMENT ANALYSIS:
There are no current code enforcement violations or any code enforcement history on this site.
Staff Report - Community Development Board - July 20,2004 - Case ANX2003-12034
Page 3
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SUMMARY AND RECOMMENDATIONS:
The proposed annexation can be served by City of Clearwater services, including sewer, solid
waste, police, fire and emergency medical services without any adverse effect on the service
level. The proposed annexation is consistent with both the City's Comprehensive Plan and is
consistent with Florida law regarding municipal annexation through its adjacency with existing
City boundaries.
Based on the above analysis, the Planning Department recommends APPROVAL of the
following actions on the request:
Recommend APPROVAL of the annexation of the property located at 3290 McMullen
Booth Road.
Prepared by Planning Department:
~~
Marc A. Mariano, Consulting Planner
Attachmen ts:
Application
Location Map
Aerial Photograph
Proposed Annexation
Surrounding Uses Map
Site Photographs
S:\Planning Department\C D BlAnnexationslANX - 2003IANX2003-12034 McMullen Booth Developer 3290 McMullen Booth Rd1ANX2003-
12034 McMullen Booth Developer 3290 McMullen Booth Rd stafJreport.docreport.doc
Staff Report - Community Development Board - July 20,2004 - Case ANX2003-12034
Page 4
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PROJECT
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Location Map
Owner:
McMullen Booth Developers, LLC
Case:
ANX2003- 12034
Site:
3290 McMullen Booth Road
Property Size (Acres):
0.35
Land Use
Zoning
PIN:
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Land Use Zoning
PIN: 21/28/16/00000/220/0100
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Owner: McMullen Booth Developers, LLC Case: ANX2003-12034
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CITY OF CLEARWATER PUBLIC HEARING NOTICE
ANNEXATION, LAND USE PLAN AND ZONING ATLAS AMENDMENTS
NOTE: All persons wishinf! to address an item need to be present at the BEGINNING of the Communitv Development Board
meetinf!. Those cases that are not contested bv the applicant, staff. neif!hborinf! propertv owners, etc. will be placed on a consent
af!enda and approved bv a sinf!le vote at the bef!inninf! of the meetinf!.
The City of Clearwater, Florida, proposes to adopt the following ordinance:
ORDINANCE NO. 7265-04
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, ANNEXING CERTAIN REAL PROPERTY CONSISTING OF
0.358-ACRES LOCATED ON THE WEST SIDE OF MCMULLEN BOOTH ROAD, APPROXIMATELY 500 FEET NORTH OF
MEASE DRIVE, CONSISTING OF METES AND BOUNDS 22/01, A PORTION OF SECTION 21, TOWNSHIP 28 SOUTH,
RANGE 16 EAST, WHOSE POST OFFICE ADDRESS IS 3290 MCMULLEN BOOTH ROAD, INTO THE CORPORATE LIMITS
OF THE CITY, AND REDEFINING THE BOUNDARY LINES OF THE CITY TO INCLUDE SAID ADDITION; PROVIDING
AN EFFECTIVE DATE.
The proposed ordinance will affect the land area shown on the map in this advertisement:
(INSERT MAP HERE)
Schedule of Public Hearings:
Tuesday, July 20, 2004 before the Community Development Board, at 2:00 p.m.
Monday, August 16, 2004 before the City Commission (1 st Reading), at 6:00 p.m.
Thursday, September 2, 2004 before the City Commission (2nd Reading), at 6:00 p.m.
All public hearings on the ordinances will be held in Commission Chambers, 3rd floor of City Hall, 112 South Osceola Avenue,
Clearwater, Florida. (McMullen Booth Developers, LLC) ANX2003-12034
Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or
City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Commission, with respect to
any matter considered at such hearings, will need to request and obtain party status by the Board during the case discussion, a record
of the proceedings and, for such purpose, may need to ensure that a verbatim record ofthe proceedings is made, which record includes
the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Section
4-206 states that party status shall be granted by the Board if person requesting such demonstrates that slhe is substantially affected. Party
status entitles parties to: personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and
speak on reconsideration requests.
An oath will be administered swearing in all participants in public hearing cases. If you wish to speak at the meeting, please wait to
be recognized, then state and spell your name and provide your address. Persons speaking before the CDB shall be limited to three
minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to
10 minutes. The Community Development Board will review the case and make a recommendation to the City Commission for final
disposition.
Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested
parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave.,
Clearwater, FL 33756. Please contact Gina Clayton, Long Range Planning Manager, at 562-4587 to discuss any questions or concerns
about the project and/or to better understand the proposal.
This notice was sent by the Official Records and Legislative Services Department, Cynthia E. Goudeau, CMC, City Clerk
City of Clearwater, P.O. Box 4748, Clearwater, FL 33758-4748
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A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS & LEGISLATIVE SERVICES DEPT.
ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE
IN THIS MEETING SHOULD CALL OFFICIAL RECORDS & LEGISLATIVE SERVICES DEPT. WITH THEIR
REQUEST AT (727) 562-4093.
Ad: 07/04/04 & 08/15/04
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ORDINANCE NO. 7265-04
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AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
ANNEXING CERTAIN REAL PROPERTY CONSISTING OF 0.358-
ACRES LOCATED ON THE WEST SIDE OF MCMULLEN BOOTH
ROAD, APPROXIMATELY 500 FEET NORTH OF MEASE DRIVE,
CONSISTING OF METES AND BOUNDS 22/01, A PORTION OF
SECTION 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST, WHOSE
POST OFFICE ADDRESS IS 3290 MCMULLEN BOOTH ROAD,
INTO THE CORPORATE LIMITS OF THE CITY, AND
REDEFINING THE BOUNDARY LINES OF THE CITY TO
INCLUDE SAID ADDITION; PROVIDING AN EFFECTIVE DATE.
WHEREAS, the owner of the real property described herein and depicted on the map
attached hereto as Exhibit A has petitioned the City of Clearwater to annex the property into the
City pursuant to Section 171.044, Florida Statutes, and the City has complied with all applicable
requirements of Florida law in connection with this ordinance; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. The following-described property is hereby annexed into the City of Clearwater
and the boundary lines of the City are redefined accordingly:
See legal description attached hereto
(ANX2003-12034 )
Section 2. The provisions of this ordinance are found and determined to be consistent
with the City of Clearwater Comprehensive Plan. The City Council hereby accepts the dedication
of all easements, parks, rights-of-way and other dedications to the public, which have heretofore
been made by plat, deed or user within the annexed property. The City Engineer, the City Clerk
and the Planning Director are directed to include and show the property described herein upon the
official maps and records of the City.
Section 3. This ordinance shall take effect immediately upon adoption. The City Clerk
shall file certified copies of this ordinance, including the map attached hereto, with the Clerk of the
Circuit Court and with the County Administrator of Pinellas County, Florida, within 7 days after
adoption, and shall file a certified copy with the Florida Department of State within 30 days after
adoption.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Brian J. Aungst
Mayor
Approved as to form:
Attest:
c.....:>
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Leslie K. Dougall-Si es
Assistant City Attorney
Cynthia E. Goudeau
City Clerk
Ordinance No. 7265-04
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Legal Description for ANX2003-12034
The East 308.25 feet of the North ~ of the Northwest ~ of the Northwest ~ of Section 21,
Township 28 South, Range 16 East, Pinellas County, Florida. Less the South 208.75 feet and
less the West 84 feet and Less the East 100 feet thereof for road right-of-way.
Ordinance No. 7265-04
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Legal Description for ANX2003-12034
The East 308.25 feet of the North y,. of the Northwest y,. of the Northwest y,. of the Northwest y,.
of Section 21, Township 28 South, Range 16 East, Pinel/as County, Florida. Less the South
208.75 feet and less the West 84 feet and Less the East 100 feet thereof for road right-of-way.
Ordinance No. 7265-04
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Proposed Annexation
Owners:
McMullen Booth Developers, LLC
Case:
ANX2003- 12034
Site:
3290 McMullen Booth Road
Property Size (Acres):
0.35
Land Use
Zoning
PIN:
21/28/16/00000/220/0100
From
RS (County)
AE (County)
To:
INS
Atlas Page:
190A
Exhibit A
Ordinance No. 7265-04
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CITY OF CLEARWATER
LoNG RANGE PLANNING
DEVELOPMENT REviEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRnE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
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May 11, 2004
Mr. David Healey, AICP
Executive Director
Pinellas Planning Council, Suite 850
600 Cleveland Street
Clearwater, FI 33755
Mr. Brian K. Smith
Director
Pinellas County Planning Department
600 Cleveland Street, Suite 750
Clearwater, FI 33755
Re: Notice of Voluntary Annexations (ITEM NO.: ANX2003-12034)
Dear Mr. Healey & Mr. Smith:
Pursuant to Section 6(2) of the County Ordinance No. 00-63, the City of Clearwater is hereby
notifying the Pinellas Planning Council of its receipt of one (1) new application for voluntary
annexation of real properties located at 3290 McMullen Booth Road into its jurisdiction. The
subject property is located within the City of Clearwater Planning Area and upon the annexation
will be served by City of Clearwater sanitary sewer service. The proposed annexation is
consistent with Florida law regarding municipal annexation through its adjacency with existing
city boundaries and is compact in concentration. The proposed annexation has a Future Land
Use Plan amendment involved with it.
A warranty deed including the legal description, survey site plan and maps associated with these
properties are enclosed.
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATrvE ACTION EMPLOYER"
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May 11, 2004
Healey & Smith - Page Two
The following schedule has been tentatively established for the review of these applications by
various City boards. Should any of the following meeting times and/or locations change you will
be contacted immediately.
7/20/04
Community Development Board, meeting starts at 2:00 p.m. in the City
Commission Chambers on the 3rd Floor of City Hall at 112 S. Osceola Avenue
8/19/04
City Commission (first reading), meeting starts at 6:00 p.m. in the City
Commission Chambers on the 3rd Floor of City Hall at 112 S. Osceola Avenue
9/204
City Commission (second reading), meeting starts at 6:00 p.m. in the City
Commission Chambers on the 3rd Floor of City Hall at 112 S. Osceola Avenue
Your early response will be greatly appreciated. Please do not hesitate to contact me at (727)
562-4553, should you require additional information.
Sincerely,
~(4)L
Marc A. Mariano
Planner
CC: Gina Clayton, Long Range Planner Supervisor
Leslie Dougall-Sides, Assistant City Attorney
Michael Quillen, City Engineer Directory
Art Kader, Assistant Park and Recreation Directory
S:\Planning DepartmentlC D BlAnnexationslANX - 20031ANX2003-12034 McMullen Booth Developer 3290 McMullen Booth RdlAnnexation Ltr
to PPC-June DRC(ANX2003-12034).doc
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CITY OF CLEARWATER
LoNG RANGE PlANNING
DEVELOPMENT REvIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
April 30, 2004
Mr. Housh Ghovaee
Northside Engineering Services, Incorporated
601 Cleveland Street, Suite 930
Clearwater, Florida 33755
RE: Application for Annexation (ANX2003-12014) approval to permit one parcel of land,
totaling 0.358-acres, into the City of Clearwater for a site at 3290 McMullen Booth
Road, as well as for the rezoning and Future Land Use Plan amendment (LUZ2003-
12014) approval for two parcels of land at 3280 and 3290 McMullen Booth Road,
totaling 4.5-acres and containing ANX2003-12304, from the AE, Agricultural Estate
Residential District (County) and the LMDR, Low Density Residential District (City) to
the I, Institutional District (City) and the LMDR, Low Medium Density Residential
District (City) and amend the Future Land Use Plan classifications from the Residential
Suburban (RS) (County) Classification and the Residential Suburban (RS) (City)
Classification to the Institutional (INS) (City) Classification.
Dear Mr. Ghovaee:
The Planning Department has reviewed your applications for the Annexation (ANX2003-12034)
and Future Land Use Plan/Zoning amendment (LUZ2003-12014) for the site at 3280 and 3290
McMullen Booth Road. After a preliminary review, staff determined that the application for
Annexation is complete. however it has been determined that the applications for rezoning and
Future Land Use Plan amendment are incomplete.
To render the Future Land Use Plan/Zoning amendment complete and allow it to follow the
proposed schedule, the following information will need to be submitted by 12:01 pm on
Monday May 10,2004:
· Legal descriptions describing the area proposed to be designated as the Institutional
(INS) Future Land Use Plan Classification and the I, Institutional zoning district (this
must include the 0.35-acre portion proposed for Annexation) and the area proposed
to be designated as the Residential Urban (RU) Future Land Use Plan Classification
and the LMDR, Low Medium Density Residential zoning district.
· The previously identified full traffic analysis of the proposed site and uses.
The application has been entered into the Department's filing system and assigned the case
numbers: ANX2003-12034 and LUZ2003-12014.
BRIAN j. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BII.LjONSON, COMMISSI01>;ER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
.
April 30, 2004
Housh Ghovaee - Page Two
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The following schedule has been tentatively established for the review of your application by
various City boards. These meetings are necessary in order to process your request
appropriately. The attendance by you or your representative is required at the Development
Review Committee and Community Development Board meetings. Should any of the following
meeting times and/or locations change you will be contacted immediately.
.
6/10/04
7/20/04
8/19/04
9/2/04
Development Review Committee, time to be determined (Please call 727-562-
4582 no earlier than one week prior to the meeting date for the approximate time
that your case will be reviewed.); in the Planning Department conference room -
Room 216 - on the second floor of the municipal service building, 100 South
Myrtle Avenue in Clearwater. The case will be forwarded to the Community
. Development Board when it is deemed sufficient.
Community Development Board, meeting starts at 2:00 p.m. in the City
Commission Chambers on the 3rd Floor of City Hall at 112 S. Osceola Avenue
City Commission (first reading), meeting starts at 6:00 p.m. in the City
Commission Chambers on the 3rd Floor of City Hall at 112 S. Osceola Avenue
City Commission (second reading), meeting starts at 6:00 p.m. in the City
Commission Chambers on the 3rd Floor of City Hall at 112 S. Osceola Avenue
For the Land Use amendment portion only:
9/15/04 Pinellas Planning Council, meeting starts at 9:00 a.m. in the Board of County
Commissioners Assembly Room on the 5th Floor of the Pinellas County
Courthouse at 315 Court Street, Clearwater, Florida.
10/5/04
Countywide Planning Authority, meeting starts at 9:30 a.m. in the Board of
County Commissioners Assembly Room on the 5th Floor of the Pinellas County
Courthouse at 315 Court Street, Clearwater, Florida.
If you have any questions, please do not hesitate to contact me at 727-562-4553.
Sincerely,
4LAi+
Bryan Berry
Planner II
S:\Planning DepartmentlC D BlAnnexationslANX - 20031ANX2003-12034 McMullen Booth Developer 3290 McMullen Booth Rd1LUZ2003-
12014 & ANX2003-12034 3280+3290 McMullen Booth Rd incomplete Itr.doc
-
--
Clayton, Gina
From:
Sent:
To:
Cc:
Subject:
Elbo, Bennett
Wednesday, June 09, 20044:11 PM
Clayton, Gina; Rice, Scott
Bertels, Paul
RE: Robert Pergolizzi
I removed the traffic condition that was in ANX2003-12034. This was done because Robert Pergolizzi indicated that the
future build-out LOS in the traffic impact study is not dependant on the mitigation suggested in the Traffic Impact Study.
However, traffic operations division encourages these mitigation measures for improving traffic operations and minimizing
conflict points at the nearby roadway network. Since this is a County road, traffic operations division will support the
recommendations of any necessary improvements of the county to the applicant on McMullen Booth Road.
If you have questions let me know.
Thanks Ben
-----Original Message-----
From: Clayton, Gina
Sent: Wednesday, June 09,20041:05 PM
To: Rice, Scott
Cc: Elbo, Bennett
Subject: Robert Pergolizzi
Hi Scott, did you talk to Robert today regarding the McMullen Booth Road case?
Gina L. Clayton
Long Range Planning Manager
(727) 562-4587
gina.c layton@myclearwater.com
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COUNTRYSIDE SURGERY CENTER
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NASHVILLE TN 37202 - 1504
MEASE HOSPITAL INC
FINANCE DEPT MS 1 02
601 MAIN ST
DUNEDIN FL 34698 - 5848
MC MULLEN BOOTH INV
1421 ALEXANDER WAY
CLEARWATER FL 33756-
MATHEWS, TERRY L
MATHEWS, SUSAN L
3085 DOXBERRY CT
CLEARWATER FL 33761 - 2003
HEIDT, STEVEN R
HEIDT, CARMEN A
3062 DOXBERRY CT
CLEARWATER FL 33761 - 2003
GRASTATARO, CARMINE M
BUCHER, MARY E
3069 DOXBERRY CT
CLEARWATER FL 33761 - 2003
RASMUSSEN, DENNIS B
RASMUSSEN, SANDRA N
3086 DOXBERR Y CT
CLEARWATERFL33761-2003
MALONE, MICHAEL
3077 DOXBERRY CT
CLEARWATER FL 33761 - 2003
BILGUT A Y, BARBARA
3070 DOXBERRY CT
CLEARWATER FL 33761 - 2003
ODDO, TOMMY M
ODDO, DEBORAH R
3263 NICKS PL
CLEARWATERFL 33761 - 2017
'tURGICARE COUNTRYSIDE INC
C/O COLUMBIA/HCA
ATTN: TAX DEPT 50909
PO BOX 1504
NASHVILLE TN 37202 - 1504
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C/O FINANCE DEPT MS 1 02
601 MAIN ST
DUNEDIN FL 34698 - 5848
VINCENT, AZAR J
VINCENT, SIMELINE
3354 WESTCOTT DR
PALM HARBOR FL 34684 - 1638
FONTAINE, ALPHONSO T
FONTAINE, ROSETTA P
3089 DOXBERRY CT
CLEARWATER FL 33761 - 2003
RUSH, DOUGLAS J
RUSH, JANICE M
3090 DOXBERRY CT
CLEARWATER FL 33761 - 2003
GINSBERG, SHELDON M
GINSBERG, MARLEE
3087 HAMPTON CT
CLEARWATERFL33761-2006
PATEL, SHARADCHANDRA A
PATEL, RAJSHREE S
3081 HAMPTON CT
CLEARWATER FL 33761 - 2006
PILATO, SAM A
PILATO, TALMAR
3257 NICKS PL
CLEARWATER FL 33761 - 2017
NATIONWIDE HEALTH
PROPERTIES
610 NEWPORT CENTER DR STE
1150
NEWPORT BEACH CA 92660-
EKREN, YALCIN TRE
EKREN, FILIZ TRE
3061 DOXBERRY CT
CLEARWATER FL 33761 - 2003
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3093 DOXBERRY CT
CLEARWATER FL 33761 - 2003
LAMOFESEMAR CORP
807 JOSE MARTI
MIRAMAR
SAN JUAN PR 00907 - 3322
MASON, MARK T
MASON, DANETTE R
3057 HAMPTON CT
CLEARWATER FL 33761 - 2006
DIOCESE OF SOUTHWEST
FLORIDA INC
PO BOX 763
ELLENTON FL 34222 - 0763
BROWN, LARRY L
BROWN, JODY S
3269 NICKS PL
CLEARWATER FL 33761 - 2017
GOODE, MICHAEL B
GOODE, VICKIE S
3091 HAMPTON CT
CLEARWATER FL 33761 - 2006
EHLERS, GENE E TRE
EHLERS, PATRICIA A TRE
3065 HAMPTON CT
CLEARWATER FL 33761 - 2006
SCRIVENS, CLYDE E
SCRIVENS, DELORES M
3053 DOXBERRY CT
CLEARWATER FL 33761 - 2003
KIRKPATRICK, WILLIAM M
KIRKPATRICK, DEBRA D
3078 DOXBERRY CT
CLEARWATER FL 33761 - 2003
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MADISON, PHILLIP H
MADISON, CHRISTA
3073 HAMPTON CT
CLEARWATER FL 33761 - 2006
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Ms. Judy Blackwood
3330 Waterford Dr.
Clearwater, FL 33761
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Northside Engineering Services, Inc.
601 Cleveland S1. - Ste 930
Clearwater, FL 33755
ANX2003-12034